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Home My WebLink AboutContract 58032 (2)CSC No. 58032 �� i�. CONTRACT FOR THE CO�STRUCT`iON OF :;,� _ m;�s ��- �" �� OriS�1.Gti�n � �i0��t �2�� Drainage Improvements for Lehaw Channel at 2$�h St. City Project No. 1U30�2 Mattie Parker Mayor David Coake City Manager William M_ Johnson Director, Trans�aortation and Puf�Iic Works Department Michael Owen City En�ineer Prep�xed �ar The City of Fort Worth Transparta�ion & Public Waxks COl�I�FORMED DQCUiVIENTS Apri12022 � �� t i��i1�i�'?�:'t'�, �;r;w. r� � r � w ,� ; � .� � � r � < r ,ti� �* � � �� , _ _ ��FiCl�i. f��C�� iT� 5��tEYAi�Y --.,-.1hlO�iTF�, 7� oa o0 oa STP.NDARD COI+ISTRiTCT[OIV SPF,CIFICATION �i�CUMENTS Page 1 of 6 s�cY�on� ao 0o ao TABLE OF CONTEN'I'S Di�ision 44 - General Conditione Last �tevised 00 �5 i0 Ma or and Council Communicatiou 07lQ1/2� I 1 00 OS 15 Adde�da 0 710 1 12 0 1 I 00 I 1 13 Invitation to Bidders 07/19/2021 00 21 13 Tnstructions to Bidd�rs ll102/2021 QO 35 13 Co.nflict of Interest Statement 02f24/�020 00 4I 00 Bid Form 09/30/2021 00 42 4� Pro osal. Form Uzait Price 01./2012012 00 43 13 Bid Bond 09/I 1/20 i 7 00 43 37 Vendor Com lianc� to State Law No�aresident Bidder Q5127/2b11 00 45 1 I Bidders Pre ualifications O81I3/20ll 00 45 12 Pre ualification 5taterr�ent 09130/2�21 OQ 45 13 Pre ali�cation A lication 08/13/202I 04 4S 26 Cantractor Com liance with Warkers' Corn ensation Law 0710 1120 1 1 00 45 40 Business E ui Goa1 10/27/2021 00 52 43 A eement 11/23/2021 00 51 13 Performance Bond 07/41/2011 00 �1 14 Pa entBond 07/0112�11 00 61 19 Maintenance Bond 071f111ZQ 1 I 00 6 i 25 Certificate of Insurance 07101/20 f 1 00 72 00 General Conditions D812312{)20 0� 73 00 Su lement Condition.s 0310912Q20 Divisian Ol - General Re ui.rements Last Re�ised O1 11 00 Summar of Work 12/2012a12 O 1 2S 00 Substitutit�n Procedures �07101120 f i OI 31 19 Preconsiructian Meetin 08/17/2012 41 31 20 Pro'ect Meetin s 07101/2Q11 013216 Construction Schedule 08/I3/2�11 D132 33 Precanstruciian Video 0'7/011201.1 Oi 33 00 Submittals 12/2d/2012 013513 S ecialPro'ectProcedures 12f20L2012 01 �45 23 Testin and In.s ection Services 03/09/2020 Q1 50 00 Tem orar Facilities and Controls a�iovzo� � O1 SS 26 5treetUse Fermit and Mod.ifications to Traffic Cantrol 03/22i2021 01 57 13 Storm Water Pollution Prevention Plan 0 710 112 0 1 1 p15813 Tem or �'ro'ectSi a e 07JO1J2011 01 60 00 Product Re uirements 03/09/2020 Q1 56 00 Product Stora e and Handlin Re uix'ements �77101/2Q 11 O1 7b 00 Mobilizaiion and Rernobilization 1 1122/20 1 6 O1 7123 Constz-uctian Stakin and S2u�+e �2/1412018 O1 74 23 Cleanin 0710i/2011 O1 77 19 Closeaut Re uirements 03/22/2021 01 78 23 O eration and Maintertance Daka 1 212 612 0 1 2 0178 39 Pro'ect Record Documents 07/01/2011 CCCY OF FORT WORTH DRAI�YAGE 1MPROVEH�fENTS FOR LEBOW CIiAN[JEL AT 28T" ST S'I'ANDARD CONSTRiiCTION SPECIFICATION DOC[fiv1ENTS CI7Y P120JECTNO. I03052 Revised December 9, 2Q21 �� : �� o��ort��r�� Y Standard Constructxon Specification Documents �� Adopted September 2011 00 DO 44 STANDARI] CONSTRUCTION SPEC1FtCATION QOG[.1MF..1VT5 Page 2 of 6 Technical Specificatians which have bee� naodified by the Engineer s�ecifically far this Project; hard copies are inciuded in ihe Project's Contrac�t Docume�a#s Division 03 � Concrete Di�ision 26 - Electr�ical Tlivicinn 31 - F.arthwnrk Date 3�-�9-9� 3123 16 Unclassified Excavaiion 03/11/2022 312319 Dewaterin 03/11/2022 �� 31 24 00 Embankments 03/11i2Q22 '� ,�9 �'� C�a�s 3137 b0 Ri ra 03/I1/2022 STANDARD CO�I5TRLTCTIQN SPEC�'ICAT1pN DOCIlMENTS CITY PR07EC'I'NO. k63052 Revised Decetnbcr 9, 2421 CITY OF FO[ZT WORTH DRAINAGE IMPRO'VEME1dT5 FOR LEHOW CI-fANN�L AT 28r'{ ST 0o ao 00 STANDARD CONSTdiUCTIO�i SPEC�'ICATIONDOCLfMENTS Page 3 of G Division 33 - Ut9lities STA.M7ARD CONSTE�UCTIdAI SPECIFICAT[ON DOCUMENTS CPFY PRQIECTNO. 103D52 Revised December 9, 2621 CTI'Y OF FORT WORTH I]RAIIYAGE IMPROVEMENTS FOR LH60W CHANNEL AT 28Ty ST 00 00 oa STANDARD CON3TRUCTfO[�f SPECIFiCATION DOCi1MEAiTS Divisi�on 99 - S ecial 99 99 O1 �,rn�.ored Riffles 99 99 02 En 'neered Filled Ba Retainin Walls 99 99 03 Live Stakin 99 99 04 Coir Lo 99 99 �5 En 'neered Bank Stabiiizatian 99 99 06 1'lazatin Irri ation 99 99 07 Precast Concrete Boardwalk Page4offi 02/02/2022 03/11/2022 03/11/2022 03/11/2022 03f 17/2022 03/11/2022 03/11/2022 CITY OF �'OItT WORTH DRAINAGE IlvIpROVE�YiENTS FOR LESOW CHAtYNEL AT 28�" ST 5TANDARD CONS`I'RUC770N SPEC�'ICAT[ON I]OCLTIv{ENTS C1TY PRDIECTNO. 103052 Re�ise� Decembex 9, 2021 oa aa o0 STANDARD CONSTRUCTION SPECIFICATION bOCUIviEiVT5 Page5of6 Tethnical Specificatians listed below are included for tTais Projec# by reference and can be viewedldor�nloaded fxam the City's website at: http:Ilfortworihte�s. �+nvltpwlcontra.ctorsl or https:l/apps.fartwartk�texas.�ovCPrai ettResourcesl Divisiou 02 - Existin Conditions 02 41 13 Selective Site Demolition 02 41 15 Favin� Rem�val Divisian D3 - Concrete Divfsion 26 = Electrical l�ivi.cinn 31 � Farti�wnrk Last Revisecl 12/20/2012 02/02/2016 3I0000 SiteClearin 03/2212D2i 31 25 DO Erosion aud Sediment Control O�F129/2021 Divisifln 33 - Utilities CII'Y QF FORT WORTH 17RAIIVAGE I1viPROVEMEN"i'$ FOR LEBOW CHA.�INEL AT 28r�j ST STr1M]AR� CqNSTR[1CTTON SPECIFICATION DOCUMENTS CITY PR07ECTN0. 103052 Revised December 9, 202I 00 00 OD STANI]ARD CONSTRUCTION SPECIFICATIONDOCLlMENTS Page 6 af b Division 34 - Tran ortation 34 41 11 Tem orar Traffic Si naIs 11/22l2013 Appeudi�c GC-4.OI GC-4.02 GC-4.04 GG5.06.D GC-b.07 GGb.09 GR-O 1 60 00 Availabiliiy of Lands 5ubsurface and Physical Conditians Undergrourid Facilities Minority and iTVomen Owned Busi�ness Enterpzis� Complianc� Wage Rates Permits and Utilities Product Requirements END OF SECTION C1TY OF FORT WORTH I]RAIlVAGE Cl1�PROVEMEN'T'S FOR LHBOW CIIA3VIVHT. AT ZST" 5T STANDARD CONSTRUCTION SPECIFICATIOA3 DOCCTMENTS CI'T"Y P1�01ECTAIO. 103052 Revised December 9, 2021 C�ty of ��rl Worth, �� Texas ��.#Cl�ll ��'11mU�ll��tl��1 ��r�� osr��ra.� r�� i►.� r��u�� nna,c �� o� ��a��: �o�w� �� s��E�r n.7- u��+�� t�on� �on�s�r�u��rNvtu s.u�,�� 0� i},.x'` I�1 - S h4hYOR Ahld C�Ji�N�I� C{}MMUhlI�'J1Tll?�J (MS.C) P3� 1 �€ ? �CQ 2j Aul�'iori�e Execa�lirxi �f � C�csnir�ca w�th Hssrrspfirrey & A,iortar� Cti€rslruci�on {lomparsy, ln�_, In ii3e Arr.ae�nl of $�4,899,91�1_Ot} F�r fhe �B�Ir �trqel at Deca��r J�ka��r��us Rua�! C}�+�it�p�lrig Mi�s�a�ion Pro?ect, J�tis�pt Atta�i�ed Arsur�prla4l�rF Orc�lnanr..e� and A�rler�d tkt� Fl�cai Ye�rs 20��-142� �apit�� Jm�rovare�enl �rAgr�rn F��C�N1ME��AT10�l� it rs r��ucmr:��r��d rr�at thr Cary �aur�cil: �. Aurhnri�c �x�ec��li�r€� �sf a crsnrfac:# v�llti iiurnphrf:� � Mc,Ran �s3n��vcliarr Gor��F:any, Gric,, I� �F�� amounR or ��,599,3'��.OU trsr i.ln�r 1 aF �he �Srn �3rr.t �! Gc��lur �la��dnu� F�nsd C,]ve�a��ln� h�l�ig�t�rs pro��r,t {�ity F'ro�r�r.i Cv�, 1 t}:30�?}; � AtfoNl ktse �lt�ch��i dpytspri8tsor� ard�n�nC� Inctedsi�l� estir�r�led re�.ei�#s an� ap�ro�riafinn� ir� ��e �ta�mw��er L:apEtal F'rryj€�eis Ft�nt�� in 113e arnrsa�i�1 uf'F�L3f},(k.l(1.�?(], Frrxrn �v$41�tr�le fi�rf[Es, for th� �urpose �f f�n+�ing CME� the 2$�h S[reei at Q�c'a[ur HR�f4i #�EaJrt��t {Cfl�+ Rrojeek ldo. io�ns��, 3_ 1kcSopl i�e 3llacF�ed �p�aeaprialEon brd'o�ar.ce ad�usiing es�irnatod ��ceip�s and apprap�atiana in !ha �Eormwatar Gajait�Y �ra�e+r.is �ur�d �,y dr�cre�slrG� esti;�;aterJ r�celpk� anc! a�prr��r��tlar.s ln th� 28ur �traat nl �e�atur H�tOh�1 FraEE�t {�iiy f�t�J�ct �Jcr. i�3�h2} In s#�e arrko�r�t rs� $?UO,U?7G.L0, anrl der,r��in� esiirris9�� receipk� anc.l ap{�rap�atiaa�s in �1�e �tiN �€ar�rtla.�s i�d OversoppJnc� Pr�r�onr�,�h�e �rroj�cl rCiiy prn��=r.� N+�. Pilfjl �Oj hy ir�r� ��mr! arrtr,ieant; �i_ l+wciopC ihz attac�ed 3pprbpriaEsan ar��inarr•e �df ustinq esllmated receipts an� appTapria4ans Ir� iho S�om1w{zle� #�av Hfl��S ��p f�unc �y I�icr�z�si��r� e�ts� naled r�r;ei�als �nd �ppr�p� �3lioias tn life 281h Slre�E sk Ue�atu!� HR�N� f'roje�t (�Ily Pr�a�k s�lo. 10,�05�} In iha amou�! a! �f,QOQ.�00.04. a�d c�,rr�as:ng �skirna�nd mc�i�Rs a�d appropriaSi�s Ir� ifi��: �4� �laasrdnt�a Rd Ou�rto��tng �mr�rr�mrna�le p�'ake�t (�ity F�roj� Mt �, I�0012�11 by the s�me arn�nt; �n� �. Amend the Fas�al Y�es 2Q�2-20�G C�i�rltal Improue�nR Program, U15GUSS��ON= l��pmv:�l c�i khis'�.��ynf �nrJ C%pur�ril Cofr+miinGr�iian {�r1�,C:) w111 :�uti�rr:;z� r�xC�r,ufinrr ni w r��t#r{�r1 inr tll[� ,7�1�" Skr�o! �t f�[�r�kur Fin��riln�s �toe4 �vert�Ping Nklilgallcsn �HI�{3f�f� crsr�slruclian p�aJeci, Thls p�oJec! wi11 redEee lh� ris'.� pf Raodin� in ah�: In�flfso�llon �f ?$ih Sir��t and 174�'ltur A�+enue hy in,p�cst�lr�� H�!� �;ap�ci�y ai Lekruw �17snnel, lh�r�hy �.r3rat��#in;� Ih� [ife sa[eky ��iifi� ��hEi�. ihis praJecl w�s advarissa� far bi�i �n kh� Far� lNo�tJa Sfar-�e�egra{rr an �ebruary 17� ��. 8fl'� F��flkdl�j �d, ��2�_ On March 24, 2022, Ihe �s711c7wir�g h+r�s W.�rr�: r�ceiv�d: �id��rs Unit � L#n�k � �7ofa� �id Hum�rhr�y & A�t�rtQn CansVu�:lion �o., $d�B89,910_0� �373,82�_0 �5,273,534.Q0 Inc. pCI�,�Cot3slsuctlan,�L{: �,5,[i��,77C,2�7 �,;�6�,06Fr,�{3 ��,343,837,�[} Har�ef �ro#hors Cor�stnactior�� ? l..G �5��5��Sf'a3.S0 �98,C�7�t,00 $5��ti��S43.�� ArkCc+ntracting.L�� T��x,197,Q5B_U� $�'�`a,�111,b� �fi,��3,i69_4� Au�tlr� �i�e� sys[err�s. �nc $6,�13,o�J�3,7� �dflo,78U.�o ti�,613.#�23.70 Un�� 1��sk�is �f slc,rn�wat�r funsJe� irrrpr��ve�trer�ts �n+Ffile Utrl1 � crans{��s t,! �ra,l Irr��ro�ernenls. T1�e b�b recelv�d �or L�nil � is qreak�r I};��r� �he �ark a�rt Recreai;�n fJe�artment's a++ait��t,lr: fun�king an�1 �tkit �undang h�s heon r�pra�ra�ni^ne�3, Tharefar�, �Gaft� re�rnmends awarding only 1�na1 i oi tha conkraca to Hr,rnp#�rey &�vlorton �onsirucUan �a,.1nc_ In Iha nmounR o� �4,�}99�870,00_ �n addl#lan ka Eha r�nlr�r.t arr�p[rna. $75[},[10f�,417 is requirsrJ far ma��fi�l ��s�in+�. �nspectlorx, �rr�ect mana�enterri. anc! �r�Je�R ccantrn{��ncles_ DRAlNIokGE IhiPROVEhiENTS FQR LE�4V�! CHA�NEL AT 28Thi ST, C1TY PFi47J�fiT h:0, 1030h2 i�3e FolEawvrg lah�e suntrrra��as tl7e lundln� tor 28�i, S1r at Qecakur �iF�QhA prflEect; �und �xiatiRg Fu�3ding AddYtiansl proj�c# �atal �undir�g �20�12 — StUrFn�lsk�r �8�silal PrcrjeeEs SQ.00 �6�Q.Q�Q.OQ �6QO,Q00_OQ Fur�a� U�ISP�� 520i�2 — S�oefnws�er Gapil�l Projects F�nd — PG09�0 �� 0�.000_�0 ��00_00�_OD ��0'� � �4orrnw�f$r R��+ E3�artids ��4 �.i_9��,0��.40 ��.Q00,�00,40 $5,9�0,000_�� F��d - €'Op120 ��f��£�k ��i ��,�oo.000.00 ��,�rro.oaa.aa �s,�a�,��o,a�o �4 �5 10 • 1 4�r1AY�F� .4NC! C�LIAl4:1� I�C1�1s411�f�1�'Ai�C]$'# (MRGi i�age 2 n! 2 Fund�n� �ar�he �8�r`��raet:�R ��ca�ur HRC�M pro�ectw�a k�cl�,d�d In ��se ��sca� Years[�Y} ��2�T4��i �a�ital Irnnrc�veir�on� program {C3�� I�x �k�e tok�l 2rnount of ��4,7��i,��_00 (�ndudinc,� d�sir�r7, �or;�lr��t�r�ri, and other rtkatecS �rr,�ect cosE.sj, ll�ciiiiartal �;nding in Ih� am:��rtt a€ �� ,�.00,0�1�,�4,1 Is nee�e�,J to fully Fi�nd Iho �sraj+�ct khrntog� r.r�n:�#ru�klor�, T��e ackiarr In i�rfs h+58.0 w+ll atnentl Rhe F1-'2�22-��26 �!P ds �p�ravr�d In connecGan wl#h OrJfn�nce 25C73v�9-�021, ��tic�n 5. C�a�ita� Im�rovt�m�nCs, p,,g� �7 In orrlMr kn ad�ni�:isir��i��l} Irack H�e speridinc� o[ aGl fua3�li�5�� scsur�es ar� r�i7e pra�e�k, appraprio�is�n ordiflai�ces ar� r��e��c! ta rno�+e ap{�mpria;4�n5 �ram Rr,]�Fr�mmah�L prr��r.ls Fa lh� kaintiy lt�nded 3;.�1�C prpjeCl, i — — - FY2U22 GEP HUd�4t Chan�� ReVlsed � Capi#al Fund f�ar�ti� Prof�ct Name AP�►aPriati�r�s ��thorwl� �Increase�Decreasey FY2022 BUdg�l �larfrtiwat4rCa�iL��€ ��7�i1-S4V �rakeeis Fund HAIARa�US RCi �9,139�Od4.00 hi� AA&C ${�QO,LiC�o,��j $8,939,{��A,QO C�1l�RTQ?��PJ+.i �Lorm�sEer �{av �ant�s iE�4]U 1 L[]-S�ft+ �� f�.�7A�E]f�US F2D ��,�2+�,�56.�0 T#sls M&� $(1,400,OU0.0{]� $9,C1�$,�5l�,QO OVCRTt�P��f�� tntal P�fl12��hh!' — — I I �Hax�r�lpu� R[] ;4��ttap�fi�g � �Ap�roprlaliorts �7�,186.400.00 y{�1,2b4,400.Q0� ��,9E&,�4�.p�� Bus�ness �}iversity: �ornptlanou wi#li the L:it�s 6�scn�ss ��Ity Ordarrante h�s �eer� �cl�leved by t�re Fdllowin� rrsetho�= i�urnp�rey & P,�ortrsn Gon9ttuCf;on C�o., R�C, i5 �n aCxn��i�nca w�th [F�e L�IkY's #3s�sin� �quiljl �fdlnznCe �y C.�fT�ITlik�flg 10 �9�'0 �U5aF1€�5S �{jzJity ��r�ICsp�t�Ofl Qf1 U115 P��e�t_ Tf7+� tady's �usi�s.s Er�uity c��l �ii if7is �r�kect is ��. �is pto�ecl �s l❑c:�[�d In �OUN�3L DE�TRfCI- 2. FJ;��ALa�F��T,�Q�E.L�F�T�F��AIfQ�; Th� �irec��r �F Fl�,�n,� c��rTies �r,�[ �unils are cu�sen�ly arr�il:�h;e ��: �he �V4+ Hax�r,lau� �+� OvQ�tapp+n+� pr�gamm�ble [rrox+�ct wi�+r�n 1he 5icnnwrsl�e C�r�itaE ¢:r}Jea�ts c� S!a€rrnva�pf Re� �oricls �(�2{l F�nd� �snrl ava�l��l� Jn Llnspe�iffe�-r111 �ur,ds wlth;n the �t€�m�w�t�r Csspit�l i�rn�e�:#s Fui3rE anrl u�um a��ri,ti�ak �3f st�� abnua rr��nrnmFnrl�iir�ns ar�d acf�a�rirrfr ai Ihe aiiac�tier.i ap�ru4�ria��ri� ur�fi+��rrce�, fut�d� will Lre auulf�la�e I�i ih� �tarmwater �a��la� Nr�recls &�tarmw��r F��v #iand� �U1fJ I�unrEs fnr �he �91fr Skr at i��ra�sir 11F�C,7f�5 �rr��rt its �s�p�c,rl th�� rprcyval raF ihe abave re�corr�ra�errdaUar.s a�7�i ax�x:ul+on o� 117e vo�rs�s��c�kauf� c:o�otrac�_ Praar Eo �n �xpen�li�.,rc� be�ng ancur�d, �ha �frar�s�ariaiian &�uhyi� Wnrl4s D�pgr�rn�€�t ha� ki�rr raspe�r�sskr�li�y a` �f��iiyi�r� k�� avaiiabili#y af iunds. 5��mitted far G�ty N�anage�'s OF�ica �y� �}arta f3urghQ�-s�l 81] SA Qriprr�ating Bu51rt��s laniR Fie�d. Wil�larr� ,�ahr�s�n 7Btii �£Ill�+s�LU�rrr�alfon Cnntaat: Lind��'�uirx,� 2��B� O�AiP��4G� 1MPR�+EC�4EDI TS FC1Fi L�L3�W;:HANN�.� P.T 28TH ST, CITY F'#tOJ�C3 hl�- i43hS2 OffDSlS-1 AbDENbA Page 1 of4 1 SECTION 00 051� ��A.NtW LUWtu 2 ADDENDUM NO. 1�,p'4� :_ 114205 � �� o�rvA� ��'\� 4 5 1'1 '�ll�,rt �u� 6 �3ti-1�Q�i'� nA0 Addm ' 7 DRAINAGE IMPROVElVIEPiTS FOR LEBOW CHANNEL AT 28TH �T 8 CYT'Y PROJECT NO. 103052 10 11 l2 l3 14 15 16 17 18 19 20 21 22 23 24 z5 26 z7 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 4�4 45 46 47 Acidendum No. 1 Issue Data: Mareh 11, 2b22 Bid Receipt Date: March 17, 2022 This addendu�n forms part of the Coniraci Documents referenced al�ove and mfldifies ti�e original Contract Documents. Acknowledge receipt oi this Addendum by signing in ihe space belaw and attaching it to tb.e Cantract Documents (inside). Nota receipt of this Addendum in the Bid Proposal and oa the outar envelope of your bid. Prequalificatian for Water and Sanitary Sewer and for Paving is required on ihis project. A current list of pre-qualified cont�actors may be found on the project resources website here: n" ` ' � then na�+igate to 02 ConstructiQa Documents � Cvnteactor Prequalification � Cantractor prequalification Lists. A current list of planholders can be faund on BIM360 at the following link: .. ,�i� a�� - ��r , : 1. Sum mary of Pre-Bid Meeting and Cantractor Questions. An optional pre-bid meetuig was held virtually via Webe� on March l, 2022 at 10:04 A11!!. This City described the overaII intent of the project and qu�stions were fielded. A paraphrased summary of questions is pro�ided below: How is riprap and debris removal under the bridge paid? Riprap/debris removal under the NE 28th Street bridga is quantified under Bid Item #14, Remove E�cisting Rock Riprap, in accordance with sgecif"icatian section 02 4l 13. What are the requirements for repairs to egisting art on the bridge? As stated on the plans, "Contractor shall protect existing bridge art & repair as necessary." There is no spec'�f'ic bid item for tl�is protection and shaIl be considered subsidiaxy to afk►er bid items. Coni�actor shall callect photos andl4r �ideos documenting existing conditians prior to construction. If repairs are necessary due to damage caused after mohilization and directly by con�ractor's activities, such repairs shall be eQordinated with the City and the Arts Council of Fort Worth. Contract shall repaint exposed bridge walls (beiow ex�sting grade in the channeI and in ather lacations as directed} to match exisiing colar and in accordance with TxDOT Item �427. This wark is paid for under Bid Item #71, Concrete Paint Finish. Bid Item has been updated to be unit rate per square foot. CIT� OF FORT WORTI-i b12AINAGE 1MPRpVEivIENTS FOR LEBOVJ CHANIVEL AT 28TH 5T STANDARD CON,STRiJCTION SPECIFICATTOAi bOCUMENT5 CITY PR07ECT NO. 103052 Revised July 1, 2U11 00OS 15-2 AD�EAIDA Page 2 of4 3 4 5 6 7 8 9 10 11 12 l3 i4 15 lb li 18 19 2Q 21 22 23 24 2S 26 27 28 29 30 3I 32 33 34 35 36 37 38 39 40 41 42 43 44 4S 4G 47 48 49 5� 5] 52 53 54 55 Have power pales shown to be remo�ed by others bcen removed yet? Power poles are being removed 6y ot3Yers and removal is expected to be complete prior to the start of t�is project. Will the City consider addin� stre�t rep�ir hid iterns? No. Contractor shall protect street pavement not dasignated for remQval. At locaticrns where pavement is replaced, the contracfor shall re-establish existing street an�i gutter grades. Establishment of grades shall be perfarmed priar to construction. This wor�C shall be considered incidental and not a sepazate pay item. Is concrete slah re�reoval on the praperty to be acquired included in the bid? Cancrete slab removal is included in Item 13 Remove Existing Cnncrete Riprap. Dravr�ing Sheet 13 of 84: Please provide a list, descriptian, location, and [irnits of inactive waEer see�vices to be removed and pay item for work. Sheet has been updated and pay item has been added. Provide c�ross-sections for STAs 24+00 to end of channel reconstructian. Additianal cross sections are pro�vided, see attacheci sheet XS-308a. Pra�ide thickness o�cancrete riprap to be removed. Thickness of concrete riprap is unlcnawn. Soin� of conerete riprap to be remaved appears to he disused pa�ement or bailding slabs. Provide thickness ot existing Roek Rip Rap to b� removed. Thickness of existing rock riprap is unknawn. Verify quantity far Item 0� �1 13 "Remove existing rock riprap". The quantity has been corrected to retlect "SF" on sheets I3-16. Verify quantity for Item 02 41 13 "Remave ea�isting sidewalk". The quantity has been corrected to reflect "SF" on sheets I3-16. Clarify where work is shawn for the following bid items: • 313i QO Riprap {Stone Protection) (12 Il� � 313i 00 Riprap (Special) (Cobble-6 Il� • 313'� 00 Riprap (Stone Protection) (�6 Il� The quantifiies table has been corrected to reflect the amount of CY per item that is in sheets: C- 201, C-202, C-203 aud �204, Item 31 3'� OOQ Riprap (Stnne Pratectian) (26iw) has been eorrected io (3flin). Update plan legend to clearly ind'rcaYe pay limits for vaeioUs riprap pay items on Sheets C�Ol — C204. Bid the quantities shown in the bid form, Engineer wil! work with winniag Candractorr to update symbology in plans fot clarity. Clarif� pay itam 99 99 Ol Armared R'rffles. See updated riffle detail sheet that includes additional detail. Riffles will be paid p�ar each in accosdance witlz Specification 99 99 01 including all subsidiary work and materials lisied in the specification. 5ee npdatad qua�ntary sheek. Clarify limits of each riprap pay item on 5heets C�Ol — C204. Limits of riprap are showr� an plans. Quantities per sheet have been updated. CI"�X QF FQRT WORTH DRAINAGE TN�PROVEMENTS FOR LEBOW CHANNEL AT 28TH ST STANDARD CQNS'iRUCT10N SPECIF1CATiON DOCUNIEI�['I'S CITY PROJECT NO. 103052 Revised July 1, 2011 D00515-3 ApDE1�iRA Page 3 of 4 l 2 3 4 S b 7 S 4 1D 11 12 13 i4 15 16 I7 IS 19 2Q z� 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 �46 �7 48 �9 50 51 52 53 �Iarity payment for bedding material uoder sEone ripr�p. Bedding material is included in stone riprap pay item per Speciiication 31 37 D0. Bedding material gradation is shown in Table 2. Clarify payment for ciay material aader stone riprap. Clay material undar armored riffles is included in the pay item far Spec 49 99 OI Armored Riffles. Clarify Stone Riprap Toe Proteciion quantity s{�own on SbeeE C-dU4. Bid prqposal workbook quantities have been updated ta reflect riprap quantities per sheet. C�arify payment for Rack Riprap Cobble shown on Sheet C-004. Bid gropasal workbook quantities have been updated to refiect riprap quantities per sheet. Provide speci�caiion far material required in Item 3137 00 Riprap {Special) (Cobb�e -- 6in). 5ee Specificanon 31 37 00. Provid� specification %r �naterial reqnired in Item 31 37 00 Riprap (Stoae Pro#ectio�) (�6in). What is the typical section� thicl�ness for this �tem? Item 31 37 00 Riprap (Stone Protection) (26in) has been corrected ta (3ain). See Spacification 31 37 00. This cluantity has been updated. Riprap tluckness in this area is 45-inches. Pleasc pro�ide additivnal typical s.ections showing riprap thickness. Engineer will work with wiiuiing Cantractor to provide additinnal sections. Is the volume of stone riprap included in the channel excavaiion quantity? Yes. Standard deta'rls shawn on sheats C-218 and C-219 shown co�Aieting rein%rcement sizes. For trail reinforcement, use details shown on sheet G2] 8. Fvr joints, use dowel sizes shown on Sheet 2I9 details in cambination with trail reinfarcement shown on C-218. Is this a permanent or tem�orary irrigation system, for establishment only? The two inrigatinn systems are permanent systems. Portions ofthe systeuns may be deacti�ated ai�er one-year estaUlishrueni period per the 444 permit and City requirements. Pravide pay item for installation of 1-112 inch water services for irrigation. Pay items provided. Clarify the use af items 47 Turf Reinforcement Matting, 49 Seed Mix, and 50 BuffaEo Grass Sod, The turf reinfarcement inatt'v�g (TIZ.M) is to be usec� where the slope exeeeds 2%-5%. Item 50 is for sod and sha�uld not need an erasion control blanket ar TRM. Per the geaeral nates, all disturbad areas need to be stabilized per means and methods approved by fhe PARD. In addition to the TRM, all other disturbed areas, ar areas receiving the native seed mix should have an erosion conttol blanket installed, this is suhsidiary to Itera 49 -- see detail 3/L 1.04. Contractor sllouid submit a product submittal for approval prior to installation.. Clarify bid item 45. There is a confiict between pla�t detail on L 1.04 and the bid item. Bid item has been updated to 3 galloa glautit►gs. WiA t�e City consider extending the constr�ction �chedule? Extendirig the cons#ruction schedule is not being eonsidered. CITY OF FORT WQRTH DRAINAGE IMPROVEMENTS FOIt LEBOW CI-IANNEi AT 28TH 5T STA,NnA.RD CONS'I'RUCTIOM SPECIFICATIOI�I DQCUH�NTS CITY PIiQJECT NO. j 03052 Revised July 1, 2011 00 05 l5 - 4 ADDENDA Page 4 of 4 1 2 3 4 5 6 7 8 9 10 11 I2 13 l4 1S 16 17 18 19 2a 2] 22 23 24 25 26 27 28 29 30 3I 32 33 34 35 36 37 3$ 39 40 41 42 43 44 45 4�6 47 48 49 SQ 51 Will khe city pay materials an hand at the start of the project, for iiems that wi�l be used at ihe end of the project? An example is PVC pipe far the irrigatian. Payment for materials on hand will be in accardance with General Conditions Sectian 14.02 Progress Payments. The warranty periad for the landscap�ng. How long? And is ther� a penalty far lost plants? The warranty period fo�r the pIantuig ma#erial shall be far a period of two years per the General Notes, sheet LO.Oi. Plants Iost du�ring this period will need to be replaced by the contractor at no additional cost ta the City. �+ha pays for waterin� for this time period? After Final Acceptance, City will pay for water used for irrigation. Is excavation subsidiary to the rip rap and riffle items? Yes, as shown in speciiications. �. Modi�catinn ta $pecificaYians: a. Replace the entire contract book wit� the revised contract bool� located on the project website. b. The bid farm (included in the above referenced contract book) has been revis�d and marked with Addendutn 1. Bids wil3 be rejected if provided on the obsoIete form. c. The fallowin.g appendie�s are included in the Contraet Documents by reference and available on the project website as separate docwnents. Ti��re have heen no other chaages ta the documents. i. GC-4.02 Subsurface and Physical Conditians ii. GG4.04 Underground Faciliti�s iu. GC-4.06.D Minority and Women Owned Business Enterprise Requirements iv. GC-4.07 Wage Rates v. GC-4.U9 Pernniks and Utilities vi. GR Ol 60 00 Product Requirements Modification to Plans: a. Replaee the following sheets: i. G-005 Quantity Sumnnary Quantities and items have been updated. ii. V-OQI Existing Conditions (I of 4) Updated to clarify removal items and quantities. iii. V-a02 �xisting Conditions (2 of 4} Updated to clarify re�noval items and quantities.. iv'. V-003 Existing Conditions (3 af 4} Updated to clariiy removal items and quantities. v. V-004 E�cisting Conditions (4 af 4) Updated to clarify removal items and quantities. vi. G204 Channel P&P {21+50 to Endj Updated to clarify items and quantities. �ii. C-208 Riffle Details Updated to include additional detail for construction of the riffle. viii. XS-308-A Cross Sections Updated to include addi�ional crass seet�ons. s� E�vn oF sECTTorr CITY CiF FORT WATtTH DRAINACrE IMPAQVEMEN7`S FOR LEBQW CH�NNEL AT 28TH 3T S'I'ANDARb CONSTRUCTIOid SPECIFICATION IIOCUM6IdTS C1TY PR07ECT NO. 1 U3U52 Revised Jn1y 1, 2011 0515-i )DENDA �ge 1 uC I I SECTION 00 45 1S 2 ADDENDUM NO. 2 s 'tl��i�arcn ti-�, 2�22 6 ' �G-� 0951-000 Add2 7 DRAINAGE IMPROVEMENTS FOR LEBOW CHANNEL AT 2$TH ST 8 CITY PROdECTNO. 103052 10 Addendutt� Na. 2[ss.ue Date: March 14, 2022 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 3G 37 38 39 40 41 42 43 44 4S 4G 47 48 Bid Reeeipt Date: March 24, 2022 This addendum %rms part Qf tlie Contract Docu►nents referenced a6ove and modifies the original Contract Docunaents. Acknowledge receipt of this Addendum by s�gning in the space below and attachi�ig it to the Contract Documents (insida). Note recaipt of this Addendum in the �id Proposal and on the auter envelope of yaur bid. TE�is addendum changes tl�e l�id receipt date to March 24, 2D22. Bids will be received by the City af Fort Worth Parchasing Oi�ce until 1:30 P.M. CST, Thursday, March 24th, 202Z as described in the Invitation tv Bidders. Bids will be opened publicly and read aloud at 2:�0 PM CST in the City Cauncil Chambers. A Bidder or thair designated subcontractors are required to be prec�ualified or have applied for prequalificxtion by the City for the fnllowing major work categories only: Water Department g Water Distribution, Urban and Renewal, 8-inch diameter and smafler e CCTV, 42-inches and smaller o Sewer Interceptors, Urban/Renewal, 42-inches xnd smaller Prequalifieatian is not required for the Eollowing major work eategories: Transportation Pubiic Wor[cs • Asphalt Paving Construction/lteconstruction (LE55 THAN 1 S,Q00 square yards) o Conerete Paving C.or�structio��IReconstruction (LESS THAN 15,000 square yards) Sections 40 45 L2 PREQUAL[FICATION STATEMENT and 5ection fl0 45 13 PREQUALIFICATION APPLICATION will he rev�sed prior to bid. To be considered for award of contract the Bic�der m�st subntit Section OD 45 12, PIt�QUALIFICAT[ON STATEMENT. Any contractar or subcontraetor who is not preqi�alified %r the wor[c type(s) listed must submit Section 00 �45 13, PREQi1AL[FICATION APPLICATION. The information rr�ust be submit�ed by March 17, 2022. saven (7) days prior to khe date of tl�e opening af bids. Subcontractors must follow tlie same timelines as contracta�•s far obtaining pi•equalitication review. Bidders or Subcontraetors vuho are nat prenualified at the time bids are openeci and reviewed may cause the bid to be rejected. For additional wforivation see Section 00 45 i l SIDDERS PREQUALIFICATIONS. A current list of pre-q►�alified contractors may be found on the praject reso��rces tvebsite here: htt�.v• '�-�..:.i :== -�rihit:;=- .-• �frr�,re::�t'�c.�ou�i,_ tllen navigate fio 02 Construction Documents � Contractor Prec�ualification � Contractor Prequalifi�ation Lists. END OF SECTION CITY OF FOILT WORTH DRAINAGE IMPRpV�M�NTS FOR I.ESOW CHAMQEL AT 28TH 5T STANDARD CaNSTi�iiCT10IV SI�ECIPICATIOtV DOCUMENTS CITY PROIECTNO. 1Q3fl52 Revised July l, 20l l oa as ts - � A�DEIVDA Pagc l of 3 SECTION 00 05 1� ADDENDUM N�. 3 S ' ,r 6 7 DRAINAG� IMPRC}VEMENTS FOR LEBOW CHANNEL AT 28TH ST 8 CITY PRO.TECT Nd. 103052 10 Addendum No. 3 Issue Date: March 2I, 2022 ll 12 13 14 15 16 17 l8 19 20 2i 22 23 24 2S 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 4I 42 43 44 45 46 47 48 49 50 Bid Receipt Date: Mai•ch 24, 2022 T�is addei�dum farms part of the Contract Document� refereaiced above anci inocEifies the original Contract Dncun�ents. Acknnwledge receipt o.f this Addeifdum by signing i�i the space befow and attaching it to the Contract �ocum�nts (inside). Note receipt of this Addencium in fihe Bid Proposal anci on the outer envelape af your bid. A cnrrent list af planhafders can be found on BIM360 a# #he following link: h��_•,��e��.�_ ,.�u`-desk_�_;�rsl-�;-.. -� `� i �- ' -- 1. Summary of Contractor Questions. A paraphrased summaiy of questia�is is provided belovu: Clarify if �edding material is incl�ded in the thicEcness of riprap or in addition to the Ehickness nf r'r�rap. As shown in the riprap details on Sheet EC-547 EROSION CONTROL DETAILS (5 OF 5), the thickness of riprap is L5 tinnes tixe size of rock and placed an top of 6-inch minimum thickness of bedding material. The total exaavation for riprap is therefore 1.5 tirn�s the size of rack plus 6- inehes. Excavation and bedding material is included in the payment ofrip iap. Clarify bid item: °°Riprap (5tone Protection)(30 IN}°' Addendum L corrected bid item "Riprap (Stone Protection)(26 IN)" to "Riprap (Stone Protectio��)(30 IN)" on the plans, hi�t did nnt niclude the same correction on Section DO 42 43 PROPOSAL FDRM. The proposal form has beet� updated and ineluded in Addendum 3. Clarify the reference grades used #o calculate valumes for excAvation and riprap. [tem 33 Unclassified ExcavaEion By Plan is the total ctit volume calcc�iated using tapograpllic sutvey and the top final grade of the channel. QuanEity for Item 33 has been updatad. Item 34 Embankment (On-Site} By Plan is the tntal fill �olume calculated using topographic survey and the top final grade of the chauneL Topographic survey was performed in March 202 L. Items 35 through 37 have been updated to sq�are yarci units in accordance with specifieation section 3[ 37 0� RiP RAP. Provide cross section under bridge. Cross seeiion under the br�dge is provideci in this Acidendum. Additional �ross secrion at upstreaen face of bridge has been provided. C1TY OP f ORT VNORTI-I DRAII+IAGE IMPROVEMENTS FOR LEBOW CFIANNEL AT 28TH 5T STANDARD COiVSTRUCTION SPECIFICATION DOCUMENTS CITY PR07ECT NO. L03d52 Revised July 1, 2pl l 0005 15-2 AdI?ENDA Page 2 of 3 1 2 3 4 5 6 7 8 9 10 ll 12 l3 14 15 lG L7 18 19 20 2l 22 23 24 25 2b 27 2$ 29 3� 31 32 33 34 3S 36 37 38 39 4Q 4l 42 43 44 45 46 47 48 49 50 51 52 53 54 55 Clarify quantity for Item 75 Remove Sidewalk. Quantity for Item 75 has been updated. Clarify requirements for Item 67 Utility Markers. 5pecificatinn Section 33 05 2G UT'[LITY MARKERSILOCAT�RS states allowable materials and loca4ions for utility markers. Utility markers are only required for the sanifary sewer line near STA 12+25, Detectable warning tape is nat required over cancrete encased sanitary sewer line. Surface markers are required. Clarify ['rmits of riffle pay item. See updated riffle details showing limits of pay itein. Clarify irmits of rnck size. and thickness in the pilot channel. 5ee updated typical sections. Is filter fabric required under all rip rap and armored rifl7e areas? Fi[ter fabric is rec�uired unc�er rip rap per details on sheet EC-507 ER05ION CONTROL DETAILS (5 OF 5) a�id 5ection 3 i 37 00 RIPRAP. Filter fabric is nnt req�aired u�ider riffle areas per specificatian Section 99 99 O l ARMQRED RIFFLES. Is l�-enciaes of clay material required under all rip r�p and armored riflle areas? I2-inch clay Layer is required under armoreci riffle areas per detail shawn on sheet C-208 RIFFLE DETAILS and Section 99 99 O 1 ARMORED RiFFLES. Clay is nat needed uiider rip rap per Section 31 37 DO R[FRAP. What type of materials (natural or quarried) �re acceptable for rock. riprap? Rock for riprap can he sourced fi•om r+arious locations but must camply with gradation and other requirements of Saction 31 37 00 RiPRAP. Clarify locatiun of Item 71 Painting. After removal of the riprap ui�der the bridge, the exposed concrete of the concrete arches will need to be painted. Tl�is may require up io two different colors appl�ed in a solid pattern. This is nat a �niu•al or decorati�e/a►tistic pattem like the tippei• portion ofthe bridga. 2. 1VIodiiication ta Speci�cations: a. Replace the following sections: i. Sectian 04 �1 DU BID FOKM Updated quantities and �tems. ii. 5ection 00 42 43 PROPOSA[, FORM Updated quant�ties and items. iii. Section 04 45 12 PREQUALIFTCATION STATEMENT Updated work categor.ies. iv. Section 00 45 l3 PREQUALIFICATION APPLICAT[ON Updated wark categaries. v. Section 3l 37 OQ RIPRAP Corrected Table 1 heading. vi. Section 99 99 Q5 BANK STASiLIZATION Removed Sectiou 2.02A and updated Part 3 Exacution. b. The bid and proposal fo�-ms have been revised and marked with Addendum 3. Bids will be rejected if provided on the obsvlete fotm. 3. Modificatfon to Plans: a. Replace the following sheets: i. G-005 Quantity Summary Quantieies and items liave been updateci.. C'ITY OP FdR'T WOR'CH qR.hINAGE TNiPROVEMENTS FOR LEBpW CHANNEL AT 2$TIi 5T STANDARI] COt�ISTKUCT]O.N SPL�CIFiCATIOiJ DOCUMENTS C1TY PftOIECT NO. 1U3052 Reviseci 7uly 1, 201 F aoas is-3 AQ�ENBA Page 3 0!' 3 I z 3 4 5 6 7 8 9 10 ll r� 13 14 I5 1G 17 18 L9 20 2l b. ii. C-OQ4 Typical Channel Sections Updated to clarify items a�id quantities. iii. C-201 Channel P&P (Begin to 12+5fl) Updated ta clarify [tems and quantities. iv. G202 Channel P&P (12�-5� to 17+fl0) Updated to clarify items and quantities. v. C-203 Chaunei P&P (17+Of} tp 21+50} Updated to clarify items and quantikies. vi. C-2fl4 Channel P&P (21+50 to End) Updated to clarify items and nuantities. vii. C-208 Riffle DeYails Updated fo ela�•ify pay item limit. viii. C-227 Utiliiy Details CIaA•ified encasement inaterial. ix. XS-303 Crass Sections Updated for clarity. Add the follawing sheets: i. X5-308-B Cross 5ections Additional eross sections. END OF SECTION CITY OF FORT WORTH DRAINAGE IMPROVEMENTS FOR LEB04V CHANNP•,L AT 28TI-1 5T STANDARD CONSTRUCTION SP�CIFICATION D(�CUMCNTS CL'CY PRO.iECT NO. 103052 Revised l.i3ly I, 20l l aao5is-t r��D�NnA Page 1 of I sECT1oN on os �s ADDENQUM NO. 4 � - - , ,, ;..� nrti4 A�.i�;. 7 DRAINAGE IMPROVEIVIENTS FOR LEBOW CHANNEL AT 28TH ST 8 CITY PROJECT NO. 103052 9 � 1Q Addendutn No. 4 Issue Date: Mareh 21, 2022 ll I2 i3 14 15 l6 C7 l8 l9 2Q zi aa 23 24 25 26 27 28 29 30 3l 32 33 34 35 36 37 38 34 �a 41 42 43 44 �5 46 47 Bid Receipt Date: Ma��ch 24, 2022 This addendum forms part of the Contract Documents referenced abo�e and modiiies the origsnal Contract Doct�ments. Acknowledge receipt of this Addendum hy signing in the space beiaw and attaching it to tlie Contraet Documents (inside). Note receipt of this Addendum in the Bid Proposal and on tlte outer envelape ofyour bid. A eurrent list of plat�holders can be found on BIM360 at the following link: , . . ,. r .. _ --�� ia �-as� r-y ,�,a-.t 1. SUI11[IIRI'j' 0� COII�XACiOC QUBSt�0�5. A paraphrased summary of questions is provided below: Bypass pumping will be necessary to �erform pre- and past-constructron CCTV on the 24- inch sewer line. How wil[ fhis be pa'sd? CC�\+' requirernents are Qt�tlined in Section 33 O1 31 CLOSED CIRCUTT TEL�ViSION (CCTV) INSPECTION — SANITARY SEWER. As shown i�i the plans, pre- and post-canshuctEnn CCTV of the 24-inch sewer main are required for this pro�ect. Part 3.3.A.5 indicates bypass pumpuig is included ifrequired, Bypass pumping is required for CCTV inspactioi� of the 24-inch line and must be pj�ovic�ed in accardance with Section 33 03 10 BYPASS PUNIPING OF EXISTING SEWER SYSTEMS. Racord drawings indicate a desigu flovvrate af 8.77 MGD in this section of sewer. Paymeirt for bypass pumping far CCTV ir�spection is subsidiaty to item 55 Pre-CCTV Inspection (Sanitary Sewer) and item Sb i'ost CCTV Inspeetion (5anitaiy Sewer). 2. Modificatian to Speci�catians: a. 5ection 33 03 l0 B1'PASS PUMPING �F EXISTING SBWER SYS'TEMS is hereby included by z•eference and can be viewed/clownloaded from the City's website at: k"�� _ " �rtht..�as.gavltpr�,w�.;on:.... or hsms:.��c.:oriwrrthr�� o�irrc�_.ir_�sc��-__" 3. Modification to Pl�ns: None. END OF S�CTION CITY OI' FdRT WOKTH DRAINAGE IMPROVEMENTS I'OR I.GB(}W CHANNHL �T 28TH ST �Tt1NDARD CONSTl�UCTION SPECIPiCATION �OCUM�tYT5 CITY PRddECT NO. 103452 Ravised July I, 20l I aaui3 INVITATIO�+I TO BIBDERS Page l of 2 SECT�4N 00 l.l 13 INVITATION TO BTDDERS RECEIPT OF BIDS Sealed bi.ds for the constraction of Drainage Improvements for Lebow Channel at 28� St., (City Proj ect No.1030��.) ("Project") wi1l be received by the City of Fo rt Worth Pwrc�asin.g Office until 1:30 P,M. CST, Thursday, March 17�h, 2022 as further described belovcr: City of Fart Worth Purchasing Division 200 Texas Street Fort Worth, Texas 751a2 Bids will be acceptcd by: US Mail, Courier, FedEx or hand deliv�ry at the adctress above; Bids will be opened publicly and read aloud at 2:00 PM CST in tl�e City Council Chambers. GENERAL DESCRIPTION OF WOR� The major work will consist of the {approximate) following: Apprnximately 1,SU0 LF of cha�ne� imp�rove�eat� zncludin� associated water, starm sevver, and sanitary sev�rer improvements, beginnin� from NE 29t'' St�reet and extending to �80 ft south of NE 28`h Street. PREQ[7ALTFTCATTON Certain improvements included in this praject must be performed by a eontractor or designated subcontractor who is pre-qualified by the City at the time of bid opening. T}ze procedures for qualification and pre-quali£'ication are outlined in the Section 3 of 00 �.1 13 — INSTRUCTIONS TO BIDDERS. DOCUMENT EXAMINATION AND PROCYIRFMT.NTS The Bidding and Contract Docurnents may be examin�d or obtained on-line by visiting the City of Fort Worth's Purchasing Division website at htt ://www.fortworthtexas. vf urchasin 1 and clicking on th.e link to the advertised project folders on the City's electronic document management and coIlaboration system site. The Contract Docurr�ents may be downloaded, viewed, and pxinted by znterested coni� actors� and/or suppiiers. Capies of the Bidding and Contract Documents may be purchased fram Lockwood, Andrews & Newnam, Inc. 1320 South University Drive, Suite �450, Fart Worth, TX, 76107 The cost of Bidding and Cont;ract Dncuments is: Set of Bidding and Coniract Documents with full size drawings: $100 Set of Bidding and Contract Documents with half size (if availahle) drawings: ,$50 CITY OF FORT WOItTH DRAIIVAGE TMYROVEMENTS FOR LEBOW CHANNEL AT 28TE� ST. STANDARD CONSTRUCTION SPEC]FICATIONDOCUMENT C1TY PR01ECT1V0. 103052 Revised 7! I �J2621 001] 13 INVITATION TO BIDDERS Page 2 of 2 EXPRESS�ON O� INTERSEST To ensure pot�ntial bitEdet•s are k�pt up to date of arzy new information pertinent to this proj ect, all interested parties are requested to email Eacpressions of Interest in thzs procurement to the City Praj ect Manager and the Design Engineer. The �mail shauld zncIude the company's name, contact person and that individual's email address and phone num.ber. All Addenda will be distributed directly ta those who have expressed an interest in the procurement and r�ill a[so be posted in the Ciry of Fort Worth's purchasing website at http://fortwoith�exas.go�lpurchasing/ PREBID CONFERFNCE— Web Conference A prebid conFerence will be held as discussed in Section OQ 21 13 - INSTRUCTIQNS TO BIDDERS at the following date, and time via a web eanferencing applieation: DATE: Tuesday, Mareh 1, 2022 TIlV�: I�: OD AM CST Invitations with links to the web conferencing application will be distributed directly to tiaose who have subnaitted an Expres�ion of Interest. The presentation atid atay auestions and answers pro�ided at the prebid conference will be issued as a.n Addendum to ihe call for bids. I�' a prebid conference is nat being he�d, prospective bidders can e-mail questions or co�x�.:ments in accordance with Section 6 af the Instructions to Bidders referenced above to the proj ect manager(s) at the e-mail addz'esses listed helow. Emailed questions will suffice as "questions in writing." If necessary, Addenda will be issued pursuant to the Instruetions to Bidders. CZTY"5 RIGHT TO ACCEPT OR REJECT BIDS City r�serves the z'igla�t to waiv� irregu�arities and io accept or rejecE any or all bids. AWARD City will award a contract to the Bidder presenti�ag the lowest price, qualifications and c�ompetencies considered. INQUIItIES Ajl inquiries xelative to this pracurement should be addressed to the fallowing: Atkin: Michael Wellbaum, P.E., C.F.M„ CityofFort Worth Email:. Mich�el. Wellbaum�a�f'o�two�hte�eas.gov Phone: 817-39.2-7343 ANDIOR Attn: Maihew Busby, P.E., Lockwoad, Aru�rews & Newnam, Inc. Email: MLBusby@LAN-inc.com �hone: SI7-820-0420 ADVERTISEMF.NT DATES Pr�blicBiddingAdvertisement #1: February I7t1i, 2022 P�ablic Badding �4dvertisement #2: Febrrcary 24t1i, 2(J22 END OF SECTION CiTY 6F FQRT WQRTH DRAINAGE IIvIPROVEIl�NTS FOR I.HBOW CHANNEL AT 2$T" ST. STANDAR.D CpNSTRUC'iION SPEC]FTCATION T�OCUMENT CI'I'Y Pit07ECT1V0. ]03a52 Revised 7/1912021 U� 21 l3 INSTRUCTIONS TO BID�ERS Page 1 oF 10 SECTION 44 2113 INSTRUCTTONS TO BIDDERS I. Defined Terms 1.1.Capitalized terms used in these INSTRUCTIONS TO BIDDERS axe dc�ned in Section QO 72 00 - G�NERAL CONDITIONS. 1.2. Certain additional tern�s used in these INSTRUCTIONS TO BIDDERS have t�ie meanings indicated below whieh are applicable to both the singular and plural thereof. 1.2. I. Bidder: Any person, firm, park�ership, company, association, or corpora�ion acting directly through a dujy authorized representative, submitting a hid �or perfarming tl�e work contamplated under tha Contract Dacuments. 1.2.2. Nonresideut Bidder: Any person, iirm, partnership, campany, assoeiation, or corporation acting directly through a duly authorized representative, submitting a hid for performiug the work contemplated under the Contract Docurrients whose principal place of business is not in the State of Texas. 1.2.3. SuccessfuI Bzdde� : Tkie lowest :responsible and respansive Bidder to whorn Ciry (on the basis of City's evaluation as her�inafter provided) makes an award. 2. Copies of Bidding Dncuments 2.1 Neither City nor Engineer shall assume any responsibility for errors or misinterpretations resulting frarn the Sidders use of incomplete sets af Biddzng Documents. 2.2.City andEn�ineer in makin:g copies of Bidding Documents available do so only for t�ie purposc of obtaining Bids for the Work and do not aut�aorize ot' confer a license or grant for any other use. 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 3.1.Bidders or their desig�ated subcontractars are required ta be prequalified far the work types requzring pre�ualification as per Sections QO 4S l 1 BIDDERS PREQUALI�'ICA'I`IONS and QO 45 12 PREQi7ALIFICATIQN S'I'ATEMENT. Firms seek'tng pre�qualification, must submit the docurnentation identified in Seciion 60 45 11 on Section 00 45 13 PREQUALIFICATION APPLICATION ai leasi seven (i) calendar days prior to Sid apening for review and, if qualified, acceptance. The subeontraetors listed by a Bidder on QO 45 I2 m.usi be prequali£�ied foar �lae appropriate w�rk types. Subcontractors must follow the sanae tinnelines as Bidders for obtaining prequaiification review. Bidders or Subcontractors who are not prequalified at th� time bids are opened and reviewed may cause the hid to be rejected. Prequalificatian requirement work types and documentatian are available by aecessing all required files through the City's website at: http s:ll apps. fortworthtexas�v/P� ectResources/ 3. I. l. Paving — Require�anents docwnnen� located at: CITY OF FOKT WORTH DRAINAGE IMYRO'�/EMENTS FO1tLLBOW CIIANN�L AT 28Tk' ST. STANDARD CONSTRUCT[ON 5PECIFICATION DOCUNfENT C1TY PR07ECTN0. ]03U52 ltevisedFCJpdaled NavemUer 2, 2021 00 21 13 INSTRUCTIO�IS TO BIDDEAS Page 2 of 14 https:l/ap�s. fortworthtexas.�ovlProj ectResouXceslResaurcesP/a2%24- %20Constructian%20DocumentslCantz�ctar%20Prequalificati o�rzlTP W%20Pavir�� %20Contractor%20Prequala�cation%201'ra�;t•a�n/PR�Qi TALTFYCA'T'�Ol�l %20R�Q UIREMENTS%20FOR%2QPAVING%2QCONTRACTORS. pdf 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at_ ]attps; llapps, fortworthtexas.�ov/�ro i ectResourceslResourcesP/02%20- °/a2,OCon�uction%20Dc�cu�x�.ents/Ct�ntractor%201��qualifi cationlT"P W%20Rnadw�a y%20audm/o20Pedestrian%20Li�ht�n�%n20Prequali�'ication°1o20Prog�amISTREET% 20LIGHT%20PREQL?AL%20REQMNTS. pdf 3.1.3. Water and Sanitary �ewer — Requirements document located at: htrps:l/apps. fortwor�l�texas. �ov/Proi �ctResource�Resau rcesP102%20 - %20Construction%o 20Docu�tentslContractor%20Pi�es�ualificationlWater°/n20and°!� 2 OS anztaxv%20 S ewer%20Contracta�%20Prequaliiication°/n20Pro� am/W SS °/a20pre c�ual%20requirements.pdf 2.Eaci� Bidder, unless currently prequalified, must su6�nit to City at least seven {'� calendar days prior to Sid openiug, the documentatioz� i.denti£'ied in Sectzoa 00 45 l J., BIDDERS PREQi7AL�FICATIONS. 3.2,1.Subznission of and/or questions related to prequalificatian should be addressed to th� City contact as provided in Paragraph 6. I. 3.3. The City reserves tl�e right ta require any pre-qualified contractor who is the apparent 1ow bidder for a proj ect to submit sueh add.itional information as the City, in its sale dzscretioz� may rrequire, i.�eIuding but not li�naited to znaz�.power and equipraaent records, infornrzation about key personr�.e� to be asszgned to the project, and consiruction sehedul� to assist the City in �valuating and assessing the ability of the apparent low bidd�r to deliver a quality product and successfully complete proj ects for the amount bid witilin the stipulated time frame. Based upon the City's assessment of the submitted information, a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the additional information, if requested, z�,ay be grounds �or rejecting the apparent low bidder as non-responsive. Affected contractors wiil be noti�ed in wri�ing of a recommendation to the Cily Council. 3.4.In addition to prequalification, ad.ditionalrequirements for qualification may be required within various sections of the Contract Documents. 4. Exaxnination of Bidding and GontractDocuments, Other Related Data, and Si#e 4.1.Before submittin� a Bid, each Bidde�r: C1'iY OF FORT WORTH ]7RAINAGE fMPCtOVEMENTS POR LEEOW CFL4NIr'EL AT 28T" ST. STAN�ARD CONSTRUCTI�I�i SPECIFICATION DOCLTMENT CTTY PR07ECTN0. 103U52 Revised/LJpdAted Navember 2, 2021 OQ21 [3 INSTRUCTIONS TO BIDDERS Page 3 of 10 4. L.1. Shal� exa� ine and carefuliy study the Contract Docum�ents and atner related data identified in th� Bidding Documents (including "technical data" r•eferred to in Paragrapk 4.2. beiow}. No information �iven by City or any representative af the City other than that contained in the Contract Documents and officially prorr�ulgated addenda thereto, shall be binding upo� the City. 4.1.2. S.hould visit the site ta become familiar wiih and satisfy Bidder as ta the general, lacal and site conditions that bn.ay affect c�st, pragress, pe:rformance or furnaishiu�g af the Work. 4.1.3. Shall cansider federal, state and local L.aws and Regulations that may affect cost, progz'ess, performance or furnislvng oft�e Work. 4.1.4,OMZTT`ED 4.1..5.ShaI1 stuciy all: (i} reporis of exploratians and tests of subsurface ca�xdit�oz�s at or contiguous to the Site and all drawings of physical conditions r.elating to existing surface or subsurface structures at the Site (except Underground Facilities) that have �een identified in the Contract Docurr�ents as containing reliable "technical data" and (ii} reports and drawings of Hazardaus En�ironmental Conditions, if any, at the Site tb:at have been zdentifieri in the Con�ract Docuznents as containing reliable "techt�ieal data." 4,1.6. Is advised that the Contract Documents on file with t�e City sha11 constitute all of the information which the City will furnish. AlI additional information and data which tke City will su�ply after pramulgation of the fbrmal Contract Dacuments sha11 be issued in the form ofwritten addenda and shail become part of the Contract Doc�anents just as thangh such addenda were actually written into the originaI Contract Dociic�a.e�ats. No i:�foz-�natzon given by the City ot}�er than that contained in the Contracti Dncuments and officiaily prarnulgated addenda tlaereto, sha.11 be binding upan the City. 4, i.7. Should perform independent research, investigations, tests, barings, and such other naeans as may be necessary to gain a eomglete knowledge of the conditions which w�ill be encauntered during the c�nstruction 4f khepr�ject. For projects with re�tricted access, upon requ�st, City �aaay provide each Bidder access to the site to conduct such examinations, investigations, exploration:s, tests arad studi�s as each Bidder deems necessary for submission oi a Bid. Bidder must �i 11 all holes ancf clean up and restore the site to its former c.ond'ttions upon completion of such explorations, investigations, tests and studies. 1, 8. Shall determine the difficulkies 4f the '�ark and all attending cix•cuzxzstancas affecting the cost of doing the Work, iime requixed fox its campleiion, arnd obtain a!_l infarmatson rec�uired to make a proposal. Bidders shall rely exclusively and soleIy upon their awn estimates, investigation, t'esearch, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is understoad that the subxnission of a propasal or bid is pruna�facie evidence that the Bidder has made the investigatians, examinations and tests herein requued. C1TY OF FOAT WORTH DRAINAGE IMPROVEMENTS FOR LEBOW CHANNEL AT 28T" ST. STANI�ARD CONSTRUCTION SPECIFICATION DOCCiMENT CPi"Y PROIECTNO. 103052 Revised/Updated Navem6er 2, 2021 UO 21 l3 Q�ISTRl1CTI0iYS TO BIBDERS Page4ofl0 A�.1.9, Sha1I pxomptly notify City ofal! conflicts, errois, ambiguities or discrepancies in or between the Corztract Documents and s�ch other related documents. The Contractor s�►all no# �e advantage of atzy gross errar ar omission in the Contraet Doeuments, and the Ciry sha11 be permitted to make such corrections or interpretatzons as may be deemed necessary for fulfillment of the intent of the Contract Documents. 4,2, Reference is made to Section OQ 73 OQ — Supplementary Conditions for identification of: 4.2.1. �laose reports of explorations aud tests of subsurface conditions at or contiguous to the site �avhich have been utilized by City i� preparation of the Contract Dacuments, The logs af Snil Boriags, if any, dn the plans are for general infornnation anly. Neither the City nar the Engineer guarantee that the data shawn is representative of canditions which actually exist. 4.2.2. those drawings of physical conditions in or relating to existing surface and subsux�ace structures (except Underground Facilities} w3lich are at or contiguous to the site that have been utilzxed 6y City �aa pKeparation pf the Contract Docurnents. 4.2.3. copies of such reports and drawings will t�e made available by City ta at�y Bidder an request. Those reports and drawings may noi be part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provzded in Paragraph 4.02. o� the Genexal Conditions has been identified an.d established in Paragraph SC 4.02 of the Suppiementary Conditions. Bidder is respansible for any interpretation or conclusion drawn frorri any °technicaI data" or any other data, interpretations, opinions or i.�fozmatiou. 4.2.4.5tandard insurance requirements, coverag�s and limits. 4.3.The submission af a Bid will constitute an incontrovertible representa�ion by Bidder: (i} tlaat Biddez bas complied with every requirement of this Paragraph 4, (ii) that without exe�ption the Bid is pr�mised upon performing and fu�rnishing the Work required by the Contract Doeuments and appl�+ing the specifie means, methods, techniques, sequences or procedures of construction (if any) that may be shov�m or indicated or expressly requirred by the Contraci Documents, (iii} that Bidder has given City written notice af all conflicts, errars, �nbiguities and discrepancies in the Contract Docu�ents and the written resolutions thereof by City are acceptable to Bidder, and when said conflicts, etc., have not been resalved thr�ough the interpretations by City as described in Para�raph 6., and (iv) that the Cantract Documents are generally sufficient to indicate and convey understanding of alI terms and conditians for perforrnzng and furnishing the Work. 4.4.T}ae pravisions of khis Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated biphenyls (PCBs), �etroleum, Hazardous Waste or Radioactive Material covered by Paragraph 4,06.;of the General Conditions, unless specifically identi�ed in the Contract Documents. 5. AvailabiliEy of Lands for Work, Etc. CTFY OP FORT WOATH DRAINAGE IMPiLOVEMENTS FOR LEBOW CI-lANNEL AT 28T" ST. STANi]ARB CQN8TRl1CTI0I�I SPECIFICAT[ON DOCUNiENT CiTY PRO.lECT3Vp. 1Q3052 Revised/Updated Novem6er 2, 2Q21 00 21 l3 INSTRUCTIONS TO BIDDERS Page S oF !0 S.1.The lands upan which the Wark is to be perfoz-med, rights-of-way and easements for access tl�ereto and other lands designated for use by Contractoz• in performing the Work are identified in the Cant�-act Documents. All additianal lands and access thereto required for temporary construction facilities, consfruction equipment or storage of materials and equipment to be incorporated in ti�e Worlc are to be obtained and paid far by Cantractor. Easements for permanent structures ar permanent changes in existing facilities are to be obtained ar�d paid for by City unless ot�erwise provided in the Contaract Documents. 5.2.Outstanding right-of way, easements, andlor perrnits to be acquired by the C'rty are lzsted in Paragraph SC 4.01 of the Supplemeniaiy Conditions. I� the event the necessary right- of-way, easements, andlor permits are not obtained, the City reserves the right to ca�cel the award of cantract at any time before the Bidder begins any construction work on the project. 5.3. The Bidder s�.all be prepaxed ta cammence constructzan with.out all executed right-of- way, eas�ments, and/or permits, and shall submit a sch�dule to the City of how construction will proceed in the ather areas af the pro� ect that do not require permits anci/or easements. 6. Interpretations and Addenda 6.1.A11 questions about the m.eanin:g ax izztent of tk�e Bzdding Dncumants are to be directed to City in writing on or be%re 2 p. rr�., the Moz�day priar to tl�e Bid opening. Questians r�ceived after this day may not be responded to. Interpretations or clarifications considered necess�ry by City in response ta such questions will be issued by Addenda delivered to af l parties recarded by City as having recei�ed the Bidding Documents. Only questians answered by formal written Addenda will be binding. Oral and ather i.�tezpretations ar clarifications will be without legal effect, Address questior�s ta: City of Fart Worth 2Q0 Texas Street Fort Worth, TX 7bi02 Attn: Michael Wellbaum, P.E., C.F.M., Transpartatian & Public Works �ffiai1:lYlichael. Wellbaum@�'a�twortht�r�s.gav Phone: 817-392-7343 6.2.Addenda may also be issued to modify the Bidding Documents as deerrted advisable by City. 6.3.Addenda ar clarifications may be posted via the City's electranic document management a.nd eollaboraiian system at httus://docs:6360.autadesk.eom/shares�acff�Ocf-e:2ey-44�_ a�bc-Obfc90cSDba2 C1TY pF RQRT WdRTH DRAINAGE IMPROVEMEtYTS FOR LEBOW CI�LNNEL AT 2$T" ST. STANaARD CONSTRUCTION SPECIFICATIbN �OCUMBNT C1TY PROdECTTTO. ]03052 RevisedlUpdated Novemher 2, 2021 0o z� i3 IIVSTRi7CTIONS TQ BIDDERS Page fi of l0 6.4.A prebi� conference may b� held at the time and place indicated in the Advertisement or TNVITATION TO BIDDERS. Representatives of City �rill be presezzt to discuss the Proj eet. Bidders are eneouraged to attend and participate in the con%rence. City will transmit ta all prospective Bidders of record such Addenda as City considers necessary in response ta questions arising at the conference. Orai statements may not be re�ied upon ancE tivill not be bznding or legally effective. 7. Bid Security 7.1.Each Bid rnust be accompanied by a Bid Bond made payable to Ciry in an atn.ount af fz�e (5) percetat of Bzdder's maximum Bid price, on the form attached or equivaIent, issued by a sur�ty meerang the r�qui..remer�ts of Paragraph S. D 1 of the Geaeral Condiiions. 7.2.The Bid Bands provided by a Bidder will be retained until the conditions of the Notice af Award have been satisfied. Tf the Successful Biddez' fails to execute and return the Contract Docurnents within 14 days after the Notice of Award conveying same, City may consider Bidder to be in default, rescind the Notice of Award and act on tt�e Bid Bozzd. Such action shall be City's exclusive remedy in the event Bidder is deemed to have defaulted. 8. Contract'IYmes The nurnber af days within wluch, or the dates by which, Milestones are ta be achieved i� accardance with the General Requirements and the Work is Eo be completed and ready for Final Acceptance is set iarth in the Agreement ar incorporated therein by z'eference ta t11e attached Bzd Form. 9. Liquidated Damage�s Frovisions for liquidated damages arre set fot�.h i_� the Agreement. 1Q. Substitute and'"Or�Equal" �tems The Contract, if awarc�ed, will be on the hasis of materials and equipment described in the Bidding Documents without consideration of possib�e substitate or "or�equal" itern.s. Whenever it is indicated or specified in the Bidding Documents that a"substitute" or "or- equal" item of material or equzptxaent znay be �urnished or used by Contractor if aceeptable to City, application ftir such acceptarnca will not be con�idered by Czty untiI after the Effective Daie of the AgreemenE. The prnc�dure fnr submission. of a:ny such application by Contractor and consideration by City is set forth in Paragraphs 6.05A., 6.OSB. and 6.OSC, of tk�.e General Conditions and is supplemented in Section D 1 25 00 of the GeneraI Requirernents. ll. Subcontractors, Suppliers and Others 11.1. In aceordance with the City's Business Equity Ordinance No,25I65�10-2021 the City has goals for the participation of rninority business and/oz' waznen. business enterprises in City contracts $100,OD� or greater. See Section 00 45 40 for the MIV�BE Prpject Goals and additional requirements. Failure to comply shall render the Bidder as non responsive. Business Equity Ordinance No,�.5165-10-2a21, as amended (replacing Ordinance No. 24534-I 1-2020), codiiied at: https:l/codelibrary.a�nle�al.com/codeslf�worth/latest/ftwarth tx/0-Q-0 22593 CITY OF FORT WOLtTH DRAINAGE IMPROVEMENTS FOR LEBOW CIIANNEL AT 28T" 5'1'. 3TANDARD C�NSTRUCTZON SPEGIF'JCATION DOCiIMENT C1TY PROJECTIVO. IQ3US2 Revised/Updaked I�[ovemher 2, 2021 00 21 13 IlVS'IRUCTIONS TO HiDDERS Page7o€10 11.2. No Cont�actor shall be required to employ any Subcontractar, Supplier, other person ar organization against whom Contractar or City has reasonable obj ection. 12. Bid �orm 12,1. The Bid Form is included with the Bidding Docume�ts; additional copies mtay be obtained from the City. 12.2. AlI blanks on. t�e Bid Form naust be com.ple#ed a�d t�ae Bid Fo:rrn signed in ink, Erasures or alterations shall be initialed in ink by the persnn signing th� Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit price ite� listed therein. In the case of optional alternatives, the words "No Bid," "No Chan,ge," or "Not ApplicabEe" may be entered. Bidder shall siate t1�e prices for which the Bidder propases to da the work contempiated or furnish materials required. Al] entries sha]l be legible. 12.3. Bids by corporations sha�l be executed in the corporate name by the president or a vice-presid�n� or other corporate officer accompanied by evidence of authority to sign. The corporate seal si�all be af�xed. The corporate address and staie of incoaporation shall be shown below the signature. 12.4. Bzds by parh�ersk�ips shall be executed iaa. tk�e partnership name and signeel by a partner, whose title must apgear under the signature accom�p.�taied by evidence of auihority to sign. The ofiicial addr�ss of t�e paxtnership shall be shawn below tk�e signature. 12,5. Hids by limited liabiliry companies shall be executed in the name of the firm by a member and accompanied by evidence af authoriry to sign. The state of farmation of the �rzn and the official address qf the firm shall be shawn. 12.b. Bids by individuals shaIl show the Bidder's name and af�cial address. 12.7. Bids by joint ventures shall be executed by each joint venture in the rnanner indicated on the Bid Form. The official address of the j oint venture shall be shown. 12. S. A11 naxr� es shall be ryped or printed iz� ink below the signature. 12.9. The Bid shall contaitt an acknowledgement af receipt of all Addenda, the numbers of which shall be f Iled in on the Bid �orm. 12.10. Postal and �mail addresses and telephone nwmber for communications regarding the Bid shall be shnwn. I2.1 I. Evidence of authority to conduct business as a No�xxesident Bzdder in the state af Texas shall be provided in accordan�e with Section 00 43 37 — Vendor Compliance to State Law Non Resident Bidder. CIT7C OF FOItT WpRTH DRAiNAGE IMPROVEMENTS FOI2 LEBOW CHAIVIYEL AT 28TH ST, STANDARD CON5'I'RUCTION 5PECIFICATION DOCUMENT C1TY PR07ECT �f0. 103052 Revised/Updated November 2, 2D21 04 2l 13 INSTRIJCTIO[VS TO BIDDER5 Page 8 of LO 13. Submiss�on of Bids Bids shall be suhmitted on tf�e prescribed Bid �'oz�zn, provided with the Bidding Documents, at the time and place indicated in the Advertise:a�ent or INVITATION TO BIDDERS, addressed to Furchasing Manager of the City, and shall be enclosed in an opaque sealed envelope, marked w.ith the City Project Number, Froject title, the naxne and address of Bidder, and aeeompaniedhy the Bid security and other required documents. If the Bid is sent through the tnail or ather delivery system, the sealed envelope shall be e�closed in a separate envelope �rith the notation "BID ENCLQSED" on the face of it. 14. Withdrawal nf Bids 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office may be withdrawn prior to the time set far bid opening. A request far withdrawal must be made in writing and delivered to the Purchasing Of�ce to receive atime �tarnp prior to the opezung o� Bids. A tirnely withdrawn hid will he returned to the Bidder or, if the request is within one hour of bid opening, will not be reari aloud and wi11 thereafter be returned unopened. 14.2. In the event any Bid for which a withdrawal request has been timely filed has been inadvertently opened, said Bid and any record ihere�of will subsequently be ma:rlced "Witl�drawn" and will be gi�en no further consideration for the award of contraet. 15. Opeuing of Bids Bids will be opened and read aloud publicly. Azz abstract of tne atnounts of the base Bids and maj or alternates (if any) will be made available to Bidders after tke opening of Bids. 16. Bida to R�main Sub,�ect to Acceptance All Bids will remain subj ect to acceptance fflr a minimum af 90 days or the time �eriod sp�ciiied for Notice of Award and execution and delivery of a complete Agreement by Successful Bidder. City may, at City's sole discretion, release auy Bid and nullify tha Bid security prior to that da�e. 17. Evaluatian of Bids and Award of Contract 17,1. Ciry reserves ti�e right to reject any ar all Bids, including without lirnitation the ri�his ta reject any or a1I nonconforming, nonresponsive, unbaIanced or canditianal Bids and to reject the Bid a#' any Bidder if Ci.ty believes that it would �ot be in the best inierest of the Project to make an award ta that Bidder. City reserves the right to waive informalities not involving price, contract time or changes in the Work and awaxd a contract to such Bidder. Discrepancies Uetween the multiplication of units of Work and uni.t prices wiil be resolved in favar af the unit prices. Discrepancies between the indicated sum of any column o£ figures and the correct sum thereof t�ill �e resnlved iva �a�vor of the correct sum. Discrepancies between words and iigures will be resolved in favor of the words. CITY OF FQRT WpRTH DRAI1dAG� 1MPR(]VEMEI4TS FOR.LEBOW CHANA[@L AT 2$�" ST. STANDARb CON5TRUCTIQN SPEC]FICATION T70CUME[�(T CITYPRQJECTI�IO, IQ3052 RevisedfUpdated Na�ember 2, 2l}21 0o zi t3 IN5T`RUCTIQNS TO SIDR�RS Page 4 of 10 17. l.l. Any ar ail bids v;�ill be rejected if City has reasan to believe that callusion exists amnng �lie Bidders, Bidder is an inierested party to any litigatian against City, City ar Bidder may have a claim against the other or be engaged in litigation, Bidder is in arrears on ariy existing contract ar has defaulted on a pre�vious cantract, Sidder has perfarmed a prior contract in an unsatisfactory manner, or Bidder has uncornpleiedwork which in the judgrnent of the Ciry will prevent or hinder the pranapt corr�pletion of additional work if awarded. 17.2. Iu addition ta Bidder's relevant prequalification r�quzreaa�en�s, Ciry may c4nsider the qualifications and experience of Subcontraet�rs, �uppIi�rs, and othe�• persans at�d organizations proposed for thase porttons of the Work where the identity of such Subcontractors, Suppliers, and other persons and arganizations must be sUbmitted as provided in �he Contract Documents a� upon the request of the City. City also may consider the operating costs, maintenance requirements, performance daia and guarantees of t�.ajor itez�as of matez'ials arad equipmentpraposed for incor�aration in the Work when such data is required to b� submit�ed pz'iar to the Notice af Award. 17.3. City may eonduct such invesiigations as City deems nec�ssary to assist in the evaluation of any Bid and to establish the responsibility, qualifications, and financial ability af Bidders, praposed Subcontractors, Suppliers and other persons and organizations to perfo rxn and furnas� the Work in accordance with the Contract Docua�ents to City`s satisfaction within the prescribed time. 17.4. Contractor shall perfarm with his own organization, work of a value not less than 35% ofthe value embraced on the Cantract,. unless ot�erwise appro�ed by the City. 17.5. If the �Gontract is to be awarded, it will be awarded to lowest responsible and responsive Bidder whose evaluatian by City indicates that ihe award will be in the l�est interests oF the City. 17.6. Pursuant to Texas Government Code Chapter 2252.DO I, the City �vill not award eontract to a Nonresident Bidder unless the Nonresident Bidd�r's bid is 1Qwer than the lowest bid submitted by a responsible Texas Bidder by the same �nount that a Texas residen.t laidder wauld he required to underbid a Nonresident Bidder to obtain a comp�rable contract in ti�e state in which the nonresident's principal place of business is located. 17.7. A cantract is t�ot awarded until formal City Council authorization. Ifthe Cantract is to be awarded, Ciry will award the Contract within 9D days after the day of the Bid openin�; unless exteuded in writing. No other act of City or others will cflnstitute acceptance af a Bid. Upan the contract award, a Notice of Award will be issued by the City. 17.7.1.The contractor is required tfl filI out and sign the Certi�c�te of Interested Parties Form 1295 and Ehe form must be submitted to the Project Manager before the contract will be presented to the City Council. The forrr� can be abtained at https://fvww.eihics.state.br.usldatalforms/1�951129�.�1f 17. 8. Failure or refusai to comply with the require:tnez�ts zz�.ay result in xej ection af Bid. 18. Signing of Agreement CT1'Y OF FORT WORTH DRAIlVAGE IMPROVEMENTS �'OR LEBOW CI-IANNEL AT 28;'a ST. STANDARD CQNSTRUCTIdN 5PECIFICAT[ON DOCUiv1EN3T CITY PR07ECTN0. 1U3052 Revisedl[lpdaied IVovemher 2, 202 k 00 2l l3 INSTI�UCTION5 TO BIDD�RS Page [Oof IO 18.1. When City issues a Notice of Awa�•d to the Successful Bidder, it will be accom�atued by the required num�aer of unsigned eounterparts of`the Froject ManuaL Within 14 days thereaf'ter, Co��ractar slaall sign and deliver the required number of counterparts oithe Project Manual to City with the required Bonds, Certi�cates of Insurance, aud all. ather required documentation. 1$.2. City shall thereafter deliver one fuily signed counterpart to Contractor. END OF SECTXON CFI'Y OF FORT WORTH DRAi[�fAGE IMPAOV�[vIEi�ITS FOA LEBOW CHA1�Tl�TEL AT 28�" 5T, STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CTI'Y PROJECTNO. 1tl3D52 RevisedlllpdaCad Navecnber 2, 2021 ii0 35 i3 CONFG[CT O�' INTERE3T EIFFIDAVIT Page 1 of 1 SECTION 00 3513 CONFLICT OF INTEREST STATEMENT Each bidder, offeror or respondent to a City af Fort Worth procurerrient is required to eampiete a C.onflict of Interest Quesiionnaire or cerrti£y khat ane is current and on file with the City Secretary's Office pursuant to state law. If a member oi the Fort Warth Gity Council, any one or more of the City Manager or Assistant City Managers, orr an agent of the City who exereises discretion in the planning, recommending, selecting ar contracting with a bidder, ofFeror or respondent is aff'�Iiated wiirh your company, then a Local Government Off'icer Conflicts Disclosure Statement {CIS) may be requi�'etl. Yo� are urged to consult wit� counsel regarding the applicability of thes� forms and Local GQvernment Code Chapter l 76 ta your coinpany. The referenced forms may b� downloaded froz� the links providsd below. � ai.i.r,-. .1 w r,,r .�L111::s.autic.ia,li �,�8Ib11�iz.ai>��:.vaili�:/l 1�,��I hE� �JI .ethics. tate.tx.0 /datalf sl on i C. df 0 CIQ Form is an �le with City Secretary �- CIQ Form is being provided to the City 5ecretarSr � CIS Form does not apply Q CIS Form is on File with City Secretary Q C7S Form is being provided to the City Secretary BIDDER: Humphrey & Mortan Construction Company, Inc. B�,: Company PO Box 8057 Address Sigr Fart Worth, Te�cas 7B'[24 Titl City/Staie/Zip END OF SECTi�N C17'Y OF FORT WORTH I]17AINAGE IMPROVEh+IENTS FOR LEBQW CHA.NIVEL ,AT 28TH ST. STANDARD C�NSTRfiJCTIQN SPECIrICATION DOCIIN+�ENTS C1T'Y PR03ECT ldfl. 103052 Revised �'e6ruary 24, 2U2D (Please Printj 00 41 00 Blq FORM Page 1 of 3 TO: The Purchasing Manag�r clo: The Purchasing Division 204 Texas Street City of Fort Worth, Texas 761D2 FOR: City Project No.: 1a3052 SECTION 00 41 00 BID FORM Drainage Improvements for Le6ow Channel at 28th St. UnitslSections: iJnit 1- Lebow Channel Unit 2 - Trail 1. Enter Into Agreement The undersigned Bideler praposes and agrees, if this Bid is accepted, tQ enter irito a� Agreement with Ciry in the form ineluded in tfi�e Bidding Qocuments ta perfarm and fitrnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicaied in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BI��R Acknowledgements and C�rtification 2.1. In submitting this Bid, Bidcier accepts all af the terms and conditions of the INVI7ATION i0 BIDDERS and INSTRUCTIONS TO BIDD�RS, ineluding without limitation those dealing with the disposition af Bid Bnnd. 2.2. Bidder is awar� of all costs to provide the required insurance, will do so p�nding con#ract award, and will provide a valid insurance certificate meeting all requirements within 14 days of noti�ication af award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest af or an behalf of any undisclased individual or enti#y and is not submitted in confarmity with any collusive agreement or rules of any group, association, organizakion, or corporation. 2.4. Bidder has not directly ar indirectly induced or salicited any other Bidder to submit a false or sham Bid. 2.5. Bldder has not solicited ar induced any individual or en#ity to refrain from bidding. 2.6. B�dder has not engaged in corrupt, fraudulent, collusi�e, or coerci�e practices in cornpeting for the Contract. Far the purposes of this Paragraph: a. "corrupt practice" means the ofFering, giving, reeeiving, or soliciting of any thing of value likely ta influence th.e action af a public afficial in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bitld'tng process to the detriment of City (b) to establish Bid pric�s at arfificial non-competitive levels, or {c) ta deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrange.ment l�etween two ar more Bidders, with or without th� knowledge of City, a purpose af which is to establish Bid pric�s at arkificial, non-competitive levels. CITY OF FORT WORTH STAIV�ARD CQNSTftUCTION SPECIFICATI�N DOCUMENTS DRAIIVAGE IMPROVENiEN75 FOR LEBOW CHANNEL AT 28TH ST. Form Revised March 8, Z02D Addendum 3 CI7Y PRO,IECT NO. 103052 DO 41 a0 BID FQRM Page 2 of 3 d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or a#Fect the execution of the Contract. 3. Prequalification The Bidder acknowledges that the following wark types must be performed only by prequali�ied contractors and subcontraciors: a. Water Distribution, Urban and Renewai, 8-inch diameter and smaller b. CCTV, 42-inches and smaller c. Sewer Interceptors, UrbanlRenewal, 24-in. and smaller d. 4. Time of Gompletion 4.1. The Work will be complete far Final Acceptance within 305 days after the date when the khe Contract Time commences to run as provided in Paragraph 2.03 oF the General Conditions. 4.2. Bidder accepts the provisions af the Agreement as to liquidateci damages in the event of faifure to complete the Work {andlor achievement of Milestones} wifhin #he times specified in the Agreement. 5. pattached ta this Sid 7he following documents are atiached to and made a part af this Bid: a. This Bid Form, 5eciian 00 41 00 b. Required Bid Sond, 5ection p0 43 13 issued by a surety meeting the requirements ofi Paragraph 5.01 of the General Conditions. c. Prnposai Form, Section 00 42 43 d. Vendor Comp[iance to State Law Non Resident Bidder, Section 04 43 37 e. MWBE Forms (optional at time of bidj f. Prequafification 5tatement, Section Oa 45 12 g. Can�lict of Interest Statement, Section 00 35 13 �If neeessary, CIQ or CIS forms are to be provided directly ko City Secretary h. Any adciitional documents #hat may be required by Section 12 af the Instructfons to Bidders 6. Total Bici Amount 8.1. Bidder will complete the Work in accardance with the Contract Documents for the following bid amaunt. In the space pro�ided below, please enter tha kntal bid amount for ft�is project. OnEy this figure will be read publicly by the C�fy at ihe isid opening. CITY QF FORT WaRTH STANDARD CQNSTRUCTION SPECIFICATION DOGUMENTS ❑RAINAGE IMPROVEMENTS FOR LEBDW CHANNEL AT 28TH ST. Form Revised March 9, zoza Addendum 3 CITY PRQJ�CT NO. 103052 oa a� ao 81Q FORM Pagc 3 of 3 6.2. It is understood and agreed by the Bidder in sig�ing this proposal that the total bid amount entered below is subject to verificakion andlar modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. �. �id Submittal This Bid is s F2es ect I! sut�m P Y gY= �tt�d on 3/24/2022 / � f �ignature) osh R Gill (Printed Name) by the entity named below. Title: Vice President Company: Humphrey & Marton Construciion Company, Inc. Address: 5136 Vesta Farley Raad Fort W orth, Texas 761 '[ 9 5tate of Incorporation: Texas Email: , _ hui_ ,� �n^mnr�on. _, Phone: 817-478-80$$ �ND OF S�CTION Corporate Seal: CITY OF F'OR7 WQRTH S7ANbARD CONSTRUCTION SPECiFICATION �OCUMENtS DRAWAGE YMPROVEMENTS F�R LE60W CHANNEL AT 28TH ST. Form Revised March 9, 2D2fl Addendu�n 3 CITY PROJ�CT NO. 1�3fl52 sEcrioN ao a2 a3 PROPOSALFpRM �rainage Impro�ernents for Lebow Channel at 2�th St. Praject Item ]nfarmalion Bidlist T1em No. Unit 1 - Le6aw 7 2 3 A 5 8 7 8 9 i0 11 12 93 14 15 16 17 18 19 20 21 Zz 23 24 25 26 27 28 29 30 31 32 33 34 35 ss 37 38 39 40 41 42 43 44 A5 46 97 AS DEscription Specification 5ectian No. � Unit of nn a� a, Bld PROk'OSAL Fagu I nF2 �idder's Application Sidder's Pcoposal Hid Quantity Llnia Price B3d Value Construcllon Staking As-6uilt Sur�ey 7raffic Centroi 5'de Clearing -----._.... __... _ _ SWPPP z 1 Aere --.._._......--�- --. ._... _..-----. . __. Temporary Sedlment Control Fence (InstalUFtemove) Filter Tubes (lnstalURemove) Inlet Protection Construction EnUance ' Rock Check Dam (InsfalllRamove) -�..- - -- - - ---------------------- Soil Retention Blanket, Type A, Class 1 ---___..._........___.._.___ .�......_...--- ---....._...._ Remove Existing Conerete Riprap Remove Existing Rock Riprap Remove Esistlng Cancrete Flume � Remove Existing Chain Link Fence � Remove Exist€ng Rsphalt Pavement Remove ExiSting HeadwalVSET _...--�--- �- -.,....---- ,.._._.. ._ .-- - - -- Remave Conc. Curb & Gutter VJater Senrice Abandanment ---- - -- -. _ - - -- 6"-12" Trea Removal ---------._..... .............. ...... � -- 12"-1 B" 7re.e Removal 18"-24" Tree Removal � � 14�� ana �arger i ree rtemovai Tree Pralection Temporary Constrvctiort Fencing - Chaln l.ink (6-8-Foot Highj 6" Conc: �riveway {iVlainL Ram�3) _. ._�_..__,....____ .._..........__._.._......_..- 6" Conc. Pvmi {Main.t. Ramp} 6" Cnnc, Curb 8� Gutter Permanent Asphalt Paving Repair --- -- --- -____ __.,._ _ �-_ ._,.�__--------- �rill SMaft (30 IN� CI C Conc (Drap Strucwre] Unclassifiad Excavatlon By Plan ---....___..,.._� - - - - -- --- Emhankment (QnSite} By Pfan Riprap (5tone Prvtectio�)(12 IN) Riprap (Special�{Cobbie-fi INj � - - ------- Ripwap (5tone Protec.tlan)(30 IN) Grouled SWne Riprap orop 5tructure ' -----------�..- .._...._ ............ ..T_. � Armored Riflles --- -....._.-.... ------.., ._. ,._._ .._ Geobag Wall Canopy Tree (3 Inoh) -- ... ...,�___._ ............ . nall Tree �3D gal) Jlan Planting Log Along Toe Relnfarcement Malting �ail -_- _ 01 70 00 _ LS _ _ 1 $106,fi16.00 01 71 �23 f - -LS - - --1 $3D,OOD.00 01 71 23 .. LS - - 1 - - - $7,778.U0 -- -34 71 13 LS � �� 9 - $22,889.00 31 10 00 LS 1 �34,556.00 312500 uLS 1 $21,fi27.00 31 25 UO LF 73D $7.04 31 25 p0 � LF 2,55U $1�.90 �. - - - - - - 31 26 fl0 LF 90 $31.00 . _... _ -- - - -- - - _-__ 31 F5 90 SY 50D $25.00 32 25 OQ LF 19D $67.OD - __ --- .._....,_ . ,. ,. ._..--- - - ---' 32 92 13 SY 10,37U $2.00 - ---------- ------------ -.._. _._... - - D24113 SF 21,040 $1.OD D24113 S� 13,130 $1,00 D24113 SF 1D,340 $1.00 _._ __. _..._..-_... _ ,.-- --...------ - ------.. _ _.._._. 02 41 13 _ LF Z$0 $3.D0 02 41 i5 SY 12Q $9.Q0 __ _ ___�_..._ - - - -. _......----- 02 41 14 EA 3 $556.00 02 41 13 `- -LF 20-- - - $28.00 'See Nate EA 12 $1,57A.4Q _..----.. _ ---._..._._. 31 10 00 EA 909 $3B9.pU 31 10 OU EA - 21� $611.fl0 31 10 00 EA 9 $833:OD - - - - - -- � -- 31 10 00 EA 15 $1,333.00 � .___ ..._ - ----- -- _- _ _..._.,. _.. ._ . 31 1 U 10 EA 89 $48.00 32 31 13 LF 3,410 $4.00 _ 31132Q -._..SF - - 240 $i4.00 --- - -- ---__- - ------ --___ - - 321313 SY 170 $'[06.D0 321613 LF 20 $26.00 32 Ui 17 ----. LF_.. ._ 2� $120.60 - - ---------- �----.,_.... - -- 03 30 00 LF 70 $344.D0 03 30 a0 CY 50 $918.00 - -- - ------ --- ..,.._ .. __.._�_.._.. 312316 CY 49,79q $15.00 _ .-�-------...-- - -..,..-------.._ .- - -- - ---�-�-� 31 24 60 CY 3,z50 $6.00 31 37 00 SY 6,U20 $163.00 - ___�___..� __.__._.._....-- -----.-... _-...----- 31 37 00 SY 1,270 $66.OQ - - - - _-. -- - --- 31 37 00 SY 950 $136.00 313700 CY 1,280 $227.OD - - - --- -_..._,... - - --�------.. 99 99 01 EA 5 $30,827.00 .�. ----- -- --- --` _.__.._.___..._._ 99 99 02 SF 1,57D $54.00 32 93 43 �EA 30 $733.00 -- - - - - -�-�- 32 93 43 EA 100 $733.00 - -- ---- -- - --- - 32 93 43 EA 50 $f 40.OQ 99 99 03 EA 3;870 $�#4.00 $106,616.aI $30,UOO.OI _ .....----..,....... $7,778.Of $21 �$10,50D.00 $11,59U.UD � $�D,7AD.Oa $i�,oao.00 $13,130.�6 �tp,340.U0 $1,668,OQ � $560,00 $18.8$B.00 $45,900.00 $748,850.00 -----$19,504.q0 $981,2fi0.00 $83,820.Ofl $154,135.00 $64,780.00 - - -- - - -- - �---.._ .,__ .. ._.._.� ._ -- 32 93 43 EA 3,470 $45.00 $156,150.DQ _.,.------------ - -- -- - 99 99 p4 LF 2,180 $17.�0 $37,O60.D0 ---- ------ - - -- - --... _..__� _ - -- -�-- 98 99 DS SY 7,U00 $28.00 $196,U00:00 - - - - - - 32 J1 19 CY 2,990 � $60.00 $179,400.00 CITY OFFO&7 WORTH STAMUAR4 CtlNS��CT[ON SPGCICiCA710N �OCIJMEN75 Adden�lum No. 3 DRA174ACE I[•fPROVEMEN15 FpR LEBpMCNaNNEL AT?STH ST. Funn �ised'_61'_01_'0 CITYPRQ]ECT130. 103052 ov;� a� a�n vRoros,ac. Pn� � aC2 s�cnoN oo az as PR�POSALFORM Draina�ge lmpraverrEents for Lebow Channel at 28ti� St. Projecl I[em Infnrnlelioa Bidlist Item No. orccripiion 49 Seed Mix - Native Pralrie Grass Area (301bs per aere} _ .._ _ --- --- — - 50 Buffalp Grass Sod 51 Fine GradinglPlanGng�PreparaGon _.._,..,.._ ... � _ 52 Irrigation 53 Water Service 1-112 inch (irrigatian) 54 Concrete Encasemenk For Utility Lines {Sanitary Sewer) ----- - ------ - � ---- _ - _ . _ .. .. 55 Pre-CCN Inspeetian {Sanitary Sewer) 5B Post-CCN lnspestion (5anilary Sewer} 57 Manhoie Adjusimen4 MaJor (Sanitary Sewer) ----- ---�--�----�----------------- 58 ConCrete Collar __ __ .,`.___ _..____ _ _.---.. . . . 59 Fina!-Manhole CCN �nspeet�oo (Sanitary S�wer) 60 Exploratory Exca�atiDn for Exisling IJUl�ies - -- _ __. ._ ..,. ,. 61 18" RGP, Glass lil 62 24" RCP, Class lll 63 36" RCP, Class III .. ...__ ..__ --- A4 5'x2' Bqx Culvert - __......---------,.,._..,.- -- - - - - - - - �5 Post-CCTV Inspectlan (Storm Sewer) - ----- -- -- -- - - - 68 Trench Safety 67 litiliry Markers . ...,,..,.., _.... 68 18" 5ET, 1 pipe -------- - . _ 69 24" S�T, 1 pipe -- -------- --._.._..-------..._ _._.. _.... - 70 36" SET & 5k2' SET, 2 pipes __.. _� --- ------- ---------- - --- .., 71 Cnncrefe Pafnt Firtish 72 ConstrucUon Aliowance 2 - Trafl 73 Retalning Wall (Cast-in-Place) 74 �rill Shaft (24 fN) � ' '�� Remo�e Sideuvalk 76 6" Conc. Trall (10'} 7i Remove Conc. Curh �& Gutter ---._ ..... _.... ._._.._ ..... , .-- --- - -- 7$ 6" Conc. Curb & Gutter 7g Elevated i'recast Concrete Boardwalx ------ --. . ._ .... .... . ........_. . - - - - _ 8q 6' Chain l.lnk, Steel g j 6' Gate, Steel gp Manhole AdJustrnent, Minar (Franchise Utility} -------._..-...--- -------- ._.___.. _ - - 83 Construetioh Allavuance ` Reter io Sheei V-001 for item Le6ow Channel Trail �idder's App�ication Bidciers Prapasal Specificatian Sec[ion�No. Unit Uf Medsure. Bid Quan[ity Unit Price Hid Value � ---- ---...._ _.. ..-- -. .... ..- - - --- — — - ----� 32 92 13 SF 158,400 $U.23 $36,432.OU - - _ - - --- .. .._ -- -- 32 92 t3 SF 2,930 $1.U0 $2;936.OD � - - --�� --- ---- - . 32 93 43 SY 18,a06 $94.U0 $252,000.00 -- - -- -.- __ . ------- - _...__ . . . _.._ �:_ _ - 99 99 06 LS 9 $127,324,04 $127,324.D0 - � � -- -- -...--- -- - .. . _ , ... . _ _ 331210 EA 2 $556.OQ $�,112.00 - - - - ----.,..,---.... 33 05 10 CY 110 $565.00 $62,150.Utl . .. --- - - - - -...._ .. --...--- - -- -_ . __ _- 33 p1 31 LF 251 $39.�0 $9,789.00 - - - - - -- �..� . - -.. . ----- - - ---... .. ....----- 33 01 31 LF 251 $39.U0 $9,789.00 33 O5 14 EA 2 $1,688.OQ $3,37fi.00 _. _..._......_. .. _ - - — - -,.._ _-- -... ... _.-. 33 05 17 EA 1 $1,477,00 $1,477.00 ---- --- ---. _ . .. .. . __ - - --- - - _ _ 33 p1 31 EA 2 $556.00 $1,912.0� - - 33 05 30- - - �A - 2 $1,078.00 $2.156.00 -.. - - -- ....�_. .. _ -- - --- - 33 41 id LF 50 $136.OU $6,SOO.UO ...- ----.-..-- -- ............... -- - ,.__�. 33411D LF 50 $959.00 $�,950,OD ---------- - -- ------- ----- - __-_- -- - -- - 344910 I.F 40 $255.OD $�6,2DD.OD _._..- - - -- ------- --.. ....... .. . -.._ _ 33 41 10 LF 60 $554.U.0 $33,24D.00 -- -------- _ ..._....._.. ---..-.._ _ __.._ .._.. _., . - - -- 33 01 31 I.F i90 $7.00 $7,33D.00 -- -�.�. -�- -�- — -- - ------ .. .,,. ..___ 33 05 70 LF 190 $1.00 $19D.4D -- --_ _...___ _,_.._.....--... -- ----- ----------.�_ ......... ..... - _ 33 05 26 LS 1 $3,546.DD $8,646.00 - - -- - - , _ . ._-- --- --- -- 33 49 40 EA 1 $2,547.00 $2,541,OQ 33 49 40 EA 1 $2,932.Q0 $2,932.R0 --- -- _.... _._ ---.._..-- --.....------ 33 49 40 EA 1 $4,901.R0 $4,901 A� . . -----_� ..,__...__,..... __...----�---- --._...,----...---- Tx�OT 427 SF 2,500 $2.00 $5,000.00 Su6�Total llnit 1- Le6ow Channel I$4.899.910.00 32 32 13 SF 35� $77.Ofl $26,950.UQ . . .. ....._ ._.. -� - - -- ---- 03 30 DU LF 180 - $439.00 $79;fl26.D0 - - ----- .. . .... - - --- - -_....._..._,_... 02 41 15 SY 12AU $9.00 $11,160:OD - - ----.._._... - - --- - - -- --- - —__ -_.,_.., W _. 321312 SF '{2700 $S.QO $1Di,BD0.06 - -- - -- - - - -... . � _ - ---_ _ _ . _ 02 49 13 LF 40 $13.D0 $52p.00 � - --- - ----- - - - -.,_..._ ...__....,.. . _ -- - - - - - 321613 LF 4Q $25A0 $i3OQ0.U0 _- - --- -- ------ --- 99 99 07 EA 9 $94,218.Oa $34,2i8.p0 _ ---._...._._....,..- --- - - ----..__ ._......------ . ___ _ _.� _ 32 31 43 l.F 800 $33.OD $2B,40q.Oq - - - . ... -- ---- -.... ._..--..--, _._.-.. ---- --- - _. --- 32 31 73 EA 1 $5,556.U0 $5,556.D0 33 05 14 EA - ---- - $2,2UO.Ob $2,200.00 - - _..__,__.._ -- -�_ - --- - ------- - --------- LS 1 $25,OOO.DO $25,D00.00 5ub-Total Unit 2 -Trai1 $373.624.00 Bid B��{ $4,889,91 Total Ba9e Bl� Tatal END OF S6CT[ON CTTY Ol' FOR7IYORTH SfANDAItD CONSiR1fCTION SPECIF[CATION DOL'[IMEN'�5 ORA[NAGB 1MPROVEh70NT5�F�0R [.6&�N C�kNN�. AT'8'CH 5f. F�b,,, a�3�?o�?a�?o Addendum No. 3 CITYPttOiECT NO. IU705° 00 4313 BIR 90N� Page 1 nf 2 SECTIQIV 00 �43 93 Blb gOND I{NOW ALL E3Y 7H�SE PRESENTS: 7hat we, Humphrey & Morton Gonstruction Company, lnc. ,[cnown as "Bidder" herein and °; Fiar�iord FUQ In�wr��7cw �orr��e^� a corporate surety du[y authorized to do business in the State of Texas, known as'Surefy" herein, are �eEd and firmly bound unta the City of Fort Worth, a municipal corporation created pursuant ta the laws of Texas, knawn as "Ciiy° herein, in the penal sum of five percent 45%) of Bidder`s maximum l�id price, in lawful money of fhe l�nited States, to be paid in Fart Worth, Tarrant Counky, Texas for the payment of which sum well and truly to b� made, we bind aurselves, our heirs, executors, ac#minisfrators, suc�essnrs and assigns, jointly and severally, flrm{y by these presents. WHEREAS, the Principal has submilted a hid or proposal to perforrn Work for the following project designated as Drainage Improvements for Lebow Channei at 28th St. NOW, 7HEREfORE, the condition of this obligation is such that if the City sF�ali award fhe Co�traci for the fvregping praject to the Principal, and the Principal shall satisfy all requiremenis and conditions required for the execution of the Contract and shall enter into the Contraet in writing with the City in accordance with the terms af such same, then this ob{igatian shall be and become null and void. If, however, the Princ9pa[ fails to execuie such Coniract in accordance vrifh the terms of same or fails to satis�y all requirements and cnndifions required for the exacution of fhe Contract, this bond shaf! become the property of the City, without recaurse vf khe Principal andlor Surety, nat to excesd ti�a penalfy hereaf, and shall be used to compensate City for the difference between Principal's total b9d amaunk and the next selected b9dder's #otal bid amo�nt. PAOVIDED FURTH�R, that Ef any I�gal action be filed on this Sond, venue shaU lie in Tarrant County, Texas or the United States District Court for the No�t�ern District of Texas, Fort Worth �ivision. IN WITNESS WHEREOF, the Principal and the 5urety have SIGNED and S�ALED this instrument by duly authorized agents and officers on khis tf�e 24th day nf March , 2022. PRINGIPAL; A E 7' Wiiness as f Principal �� p�S��. Cl7Y OF FORT WORfH STAI+lDAR� CONSTRUCTIDN 3PEGIFICATION []OCUAd�ChtTS Form Revlsed 2U171708 BY: Josh G�lY, Vice President pRAINAG� 1MPROVEMENTS FOR I.EBbW CHANNEL AT 28TH ST. CITY PRQJECT N0, 103�b2 00 q3 13 Bl� BO1V� Pege 2 0( 2 Witness a o Surety �lizab�th Gray Altach Power af At�orney (Surety) for Attorney-in-Fact Address: p.0. Box $057 Fort Worth, 7X 76124 S U RETY: Hartforci Fire Insurance Company BY: � � nature Kyle W, Sweeney, Attorney-in-Fact Name and iitle Address: 3G00 lnt�rnet B�vd.. 8�ite 60D Frisca, TX 75D34 Telephone Number: 469-287-0246 `Note: If signed by an o#ficer of the Surety Company, there must be on file a eertitied extract from the by laws showing that this perso� has authority tv sign such obligation. If Surety's physicai address is different from Its mailing address, both must I�e pro�ided. The date of #he bond shafl nat be prior to the date #he Contract is �warded. END OP S�CT'ION CITY QF FORT WORTH ' 5TNVDARD CONSTRUCTION SP�CIFICATION DOCUMEIVTS �RAINAG� IMpFtOVEMENTS FARIERbW CiiANNEL A7 2871i ST. Fnrm ReWsed 2017i 7�9 CITY PROJECT NO. 103052 Direct Inquiries/ClaFms to: �� Y�Y �� JL._a� Ta eH �na�iORD F{arEFord, Connecticut U6755 cal1: 888-266-3488 or fax: 8fi0-757-5835 K�IOW ALL PERSONS BY THESE PRESENTS THAT: Agency Cvde: 46-501633 XD HartFord Fire Insurance Gompany, a corporatfon duly organized under the laws of the State of Connecticut 0 HartFord Casualty Insurance Company, a corporation duly organized uncler the ]aws ofthe State of Indiana 0 Hartiard Aceident and Indemnity Company, a corporation duly organized under the laws ofthe State of Conneeticut � Hartf`ord Underwriters Insurance Company, a corporation duly organized under ttie l�ws ofthe State of Connecticut �'iwin City Fire Insurance Cornpany, a corporation duly otganized �nderthe laws ofthe State afIndiana � HartForci Insul'ar�e� COrqp��y Of 111inois, a corporatian duly organized under the laws of the State of Illinois 0 Martfard lnsurance Comparty of the Midwesf, a corporation duly organized under the laws of the State of Indiana � H�rtFOrd Insurance Cntnpany of the SnUiheast, a eorporauon duly organized under the laws of the State nf Florida having fheir home office in Hartford, Connecticut, (hereinafter collectively referred to as the "Companies"} da hereby make, eonstiiute and appoint, up ta the amount af ur�lirr�ltcd: Charles D. Sweeney, Kyle W. Swee�ey, Michael A. Sweeney, Babby E. Mayo, Efizabeth Gray of Ft Wo�th, TX their true arrd lawful A#iorney(s)-in-Fact, each in their 5eparate capacity if more than one is named above, ta sign its name as surety(iesj on{y as delineated above by �, and to execute, seal and acknawlsdge any and all bonds, undertak€ngs, contracts and other writteR instruments in the nature thereaf, on behalf of the Companies in their business af guaranteeing the fidelity of persons, guaranteeing the pertorrr�ance of cantracts and executing or guaranteeing bonds and undertakings required or permitted in any antions or proceedings a{lowed hy law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on January 22, 20a4 the Compan9es ha�e caused these presenfs ko be signed by its Assiskant Vice presideni and its corpora#e seals to be hereto affixed, duly attested by Its Assisfant Secretary. Furiher, pursuar�t to Resolutior� of the Boatd of Directors af the Companies, the Companies hereby urnambiguously affirm that they are and will be bound 6y any mechanlcally appiied signatures applied to this Power of Atiorney. NYry� � t�ll h� ! il1 r t Iw �'. Y�~� �1F� �� yy 4 4.. y�F' ,�n.y ♦� ' b �yp, �i a i��'�� Y� �i� Wn�r7l,ifei� a �T4 � �n � � f017P71 �� i ��A d�Aw "� � �t34$7 .� fi t � � R£ii•� r'rP}t.�,� $ .��,p�� i�nr�eu�f� � r��16nh ,�s'sZl97Sb �a �4 tii'/0 �c-.P� i91'9 A=� � rf '«� ��•• • } � �'Mypra�� " � ti:;�., �y,N . yIR.��..�yti � ,y rc�lfo-fi 4�IaH' a �:_:^ - , �� Wesley W. Cowling, Asslstanl Secretary STATE OF CON�ECiICf17 CO[1NTY OF HARTFpRD � ��, Hartfard � ',�/,y�� /�j �hfl. Ross Fisher, Assistani Vice President On this 3ro day of March, 2008, before me �ersonally came M. Ross Fisher, to me known, who being by m� dufy swom, did depose and say: #hat he resides in the Caunty of Hartford, State of Connecticut; that he is the Assistant Vice Pr�sident of the Campanies, the corporations described in and which execufed the above instrument; that he knows the seals of the said oorparaiions; that the seals aff'�xed to the said instrument are such corpnrate seals; that they wera so affixed hy authority of the Boards af Directors of said corporations and that he signed his name thereto by lilce authoriiy. �i'� E' F �� « * �� R Scotc E. Paseka Notaty 17ublic CER7IFICA7E My Commission Expires Oclahar 31, 2012 I, the undersigned, Assistant Vice President oi the Companles, p0 HEREHY CERTiFY that the a6ove and foregoing Is a true and correct copy of the Power of Attorney executed by said Companies, which is stlll in ful! force effective as of March 24, 2d22 . Slgned and sealed at the City of Hartfard. � r 4' �'ti4 K ��,d 1� w�µ'� Er� � �p� � 4x�nn�,r�� @�Y �� r �"`�.�i,�``,�j- *w'� a �r' !.7�w � l 1$$7 .� � � t p'�v}�r^.� �� r' ' �r'��.�' � �,��.�� `. .. �`fina�t,sv f#� p +�er�m► � .�.;:,�tS?g �r� '�r� $7��r � �9'14 * u: � �� M•�.....,.i�4 �..�;:� �'y�4 t >a�„r� � %}a'•e"�w • �4y'rl«ic15� 4iru� �,.. � ' �� ,JL..-----'—.�...._w... __.. ; � � � Gary W. Stump�f, Assistant Vipe President 00 43 37 VENDOR COMPLIANCE TO STATE LAW F'age 1 of 1 s�cYion� ao a� 3� V�.NDQR C�MPLIANC� TO STATE LAW NON R�SIDEN7 BIbCJ�� Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law �ro�ides that, in order to be awarded a contract as low bidder, nonresident bidders (out-af-state contractors whase corporake offices or principal place of business are oukside the State of Texas) bid projects for cons#ruction, improvements, suppfies or services in Texas at an amount louver than the lowest Texas resident bidder by the same amount ihat a Texas resident bidder would be required to underbid a nonresident bidd�r in ord�r to abtain a comparable cantract in the State whEch the nonresident's principal The appropriate blanks in Sectinn A must be filled out by all nanresident bidders in order for your bid ko meet specifications. The faiiure of nonresident bidders to do so wifl automatically disqualify that bidder. Resident bidders must check the bax in Section B, A. Nonresident bidders in the Stake ofSta�e K��e or E�IanM, , our principal place of business, are required ko be �+s, r•r�r�_� pereenk ]ower r,han resid�nt bidders by S#ate Law. A copy of the statute is atkached. Nonresident bidders in the 5ta#e of':3:�Y��= �•=�F� ��anei , our principal place of business, aCe not required ta ur�derbid resident bidders. B. The principal place of business of our company ar aur parent company or majority ov�rner is in the State of Texas.�f 1�177�� Hurnphrey & Mortan Construction Company, Inc. 5136 Vesta Farley Rnad Fort Worth, Texas 76119 0 END O�' SECTION CITY aF FORT WORTH STAN�RRD CONSTRIJCTION SPECIFICATION DOCUM�NTS �RAINAGE IMPROVEMENTS FOR LEBdW CHANNEL AT 2$TH ST. Form Re�ised 2091d627 CI7Y PROJECT NO. 103052 Date: � �' � � 00451t-I BIDDERS PTtEQUALIFICATIQI+IS E'age I of 3 2 3 4 5 9 10 11 12 I3 1� i� 16 17 18 19 20 21 22 23 24 2S 26 27 28 29 30 31 32 33 34 3.5 36 37 38 39 40 4I 42 43 44 45 4S 47 48 49 SECTION 00 45 11 BIDDERS PREQUALIFICATIONS 1. Su�t�ary. A Bidde�• or t%.eir designated subcontractors are required to be prequalif'ied or have applied for prequalification by the City for the. work types requiring prequalif"ic ation prior to submitting bids. To be cozxsidered for award ofcontract the Bidder must subuiit Section 00 45 12, PREQUALIFIGATION STATENIElVT for the work type{s) listed with their Bid. �1ny contractor or subcon�-actarwho is not pz'equaUf'�ed for the worktype(s) listed must suhmit �ection 00 45 13, FREQUALIFICATION Al'PLICATION in accordance with the requi�ezz�en.ts below. Zhe informatian must be submitted seven {'� days prior �o ��ae daYe of t�e opening of bids. Subcontractors must follow the same timejines as contracta�rs for obtaining prequalif'ication review. Bidders or Subcontractors who are not prequalified at the time bids are opened a�d re�vie�red rnay cause the bid to be rejected. Tbe pxequalification process willestablish a bid ]izr�zt based on a technicale�aluation and financial analysis of the contractor. For eXample, a contractorwishing to su��nit bids oz� projects to be opened on the 7th of April must file the infarmation by the 31 st day af Marcla in order to eligible to work on khese pro�ects. In order to facilitate the approval of a Bidder's Prequaliiication Applicatzon, the following must accompany the submission. a. A complete set of audited or reviewed financial staternents. (1} Cla�sified Balance Sheet (2) Incoffie Statem.ent (3) Statement nf Cash Flows (4) Statement of Retamed Earnitigs (5) Notes to the Financial Statements, if any b. A certif`ied copy of the firm's arganizational documents {Corpnrate Cbarter, Artzcles of Incorparatio�, Articles of Organizaiian, Certificate of Formation, LT.0 Regulations, and Certificate of Limited Partnership Agreement). c. A completed Biddex �'t'equalificatian Application. (1} The %nn's Te�.as T�cpayex Identification Numher as issued by #he Texas Comptroller of Pub3ie Accounts. To obtain a Texas Taacpayer ldentif`i�ation number �isit the Texas Comptroller of Public Accounts onIine at the foIlowir�g web address www.window.state.tx.us/ta�cpez'tnitl apd fill out the application to apply for your Texas tax TD. (2) The firm's e-mail address and fax number. (3) The %r�aa's DUNS number as issued by Dun � Bradstreet. This number is used by the City for required reporting on Federal Aid projects. The DC1N5 number rnay be obtamed at www.dnb.cor�n. d. Resumes reflecting the constructian experience of �e priz�ciples of the �um fqr fir�s submitting their initial prequalification. These resumes should inctude the size and sc npe o� the wark performed. e. Other information as requested by the Ciry. 2. Preqnalification Requirements a. Financial Statements. Financial statement suhmission must be prflvided in accordance with the following: { 1) The City requir�s that the original Financial State�x�.ent or a certified copy be submitted for consideration. CITY QF FORT WORTH • DRAiNAGE 1MPRQVHivi�NTS �'ORLEBOW CI-IANNEL AT 28TH ST. STANTI.ARD COIVSTRUGTION SPEC]FICATION DOCC]MENPS CTTY PRO.T�CT NO. 1�3052 Revised August 13, 2021 DO4511-2 SIDIIERS PREQUAL�'ICATIONS Page 2 of 3 2 3 4 S 6 7 8 9 10 11 12 l3 14 15 I6 I7 18 19 2� 21 22 23 2A� 25 2s 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 (2) To be sati�factary, the iinan.cia! statements mustbe audited or re�iewed by at.� independent, certif`ied public accaunting �ir�ann registered and in gaod standing in any state. Currene Texas statues also require that accounting £irms performing audits or re�iews on busiu�ess entities with� the State of Texas be properly licensed or registered with the Texas State Board of Pubfic Accountaucy. (3) The accounting firm should skate in� the audit report ar review �vhather the coz�tractor is an individual, corporation, or limited Iiab�ity company. (4} Financial Statemen�s must be presented in U. S. dollars at the current rate of exchange of the Balanc e Sheet date. {5} The City will not recognize any certiiied public accou�t�tant as independent wl�o is not, in �'act, independent. (6) The accountant's opinion on the financial statements of the contracting company should state tb�at the audit or review has been cdnducted 'a�ta. accordance wiih audit�g standards generaliy aecepted in the United States of Atnerica. This must be stated in the accountin.g fn�m's apit�ion. It should: (1) express an unqualif"ied opittion, or (2) express a qualif'ied opiauson on Ehe statements taken as a whole. {7) The City reserves t�►e right to require a nev� statement at any time. ($) The imanczal statement must be prepared as of the last day of any month, not mare ihan one yeax old and ix�ust be on iile with the City 16 months thereafter, in accordance rnrith Paragraph 1. (9) The Ciry wi�l determan.e a contractor's bidding capacity for thepuzposes of awarding contracts. Biddizxg capaciry is determined by multiplying the pasitive net working capital (working capital= cUrrent assets— currexit liabilities} by a factor of 10. Only thase statements reflecting apositive net working capital position will be considered satisfactory for prequali�cation putpases. (10) In the case tlaat ahidding date falls within the tinne a new financial statement is being prepared, the previous statement shall be updated with proper veriiication. b. &idderPt�equalxficattonApplication. ABidder Pxequalif'icatian Applicatian mustbe submitted along wath audited or re�iewed finan.cial statements by firms wishingto be el�gible to bid on all classes of constn�ction and maintenance projects. Incomplete �pplications will be rejected. � (1} In those schedules where there is n�thing to report, the notation of "None" or "N/,A°' shouldbe inserted. {2) A minirnum of five (5) references of related work must be provided. {3) Submission of an equiprx�ent schedule which mdicates equipment under the control of the Contractnr and which is related to the type of work for which the Contacior is seeking prequalif'ica#ion. �he schedule must include th.e manufacturer, rnodel and general corannon description of eaeh piece of equipment. Abbreviations or means of describing equipment otk�er than provided abo�e will not �e accepted. 3. Eligibility far Award of Contract a. The City shall be the sole judge as to a cantractar's preyualification. b. The City may z'eject, suspend, or modiiy any prequalification for faihu�e by the contractor to demonstrate acceptable iinancial ability or performanee, c. The City will issue a letter as to the status of the prequalrfication approval. CITi' OF FORT WDRTH DRAINAGE IMPRpVF3vIENTS FOR LEBO�N CHANNEL AT 28TH ST. STANDARD CONSTRUCI'iON SPECTF'ICATION DOCUMENTS CITYPROY�CT'IVO. 103U52 Revised August l3, 2021 004511-3 B�DERS PItEQUALIFICATION5 Page 3 of 3 1 d. If a contractor has a valid prequalif'ication ietter, the contractor will be eIigible ta 2 perform the prequalif'ted vvork types untz� th� expiration date stated in the lette�. 3 4 6 7 8 Il�il] OF SECTION CITY OF Fdi�T WORTH DRAINAGE IMPROVEMENTS FdR L�BnW CFiANNEL AT 28TH ST. ST.hNDARD CONSTRUGTION 5PEC1FiCATiON DOCUNfEi*i'I'S CITY PROJECT NO. 103052 Revised August 13, 2021 00 45 12 PF2EQAULIFICATION STATEMENT Page 1 of 1 S�CifO�! 00 4� 1� PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to comp�ete the information below by identifying the prequalified contractors andlor sui�contractars wham they intend io utilize #or the major work type{s) listed. Major Work Type ContractorlSubcontractar Company Name Prequa[ification Expiration Date Water Distribution, Urban and Re�ewal, 8-inch diameter anc! Humphrey & Morton Construction Company, Inc. 3/31/2022 smaHer CCTV, 42-inches and smaller American Rehab and Inspections 4/30/2422 Sewer Interceptors, UrbanlRenewai, 24-in. and Humphr�y & Morton Construction Com�any, Inc. 3/21/2022 smaller 0 The undersigned hereby certifies that the confractors andlor subconfractors described in the table ahove are currently prequalified for the work ty�es listed. �31�D�R: Humphrey & Morton Cons�ruction Company, Inc. 5936 Vesta F'arley Road Fort Worth, Texas 76119 0 �N� �� S�CT'!ON C{TY OF FORT INORTH 57ANDARD CONSTRUCTION SPECIFICATION DOCUM�NTS DRAINP;CE IMPRdV�MENTS FOF2 L�BOW CMANNEL AT 28TH 5T. Form Revised 20120120 GITY PROJ�C.T NO. 103D52 Date: � � �� is�r o,a,�aa Humpl��y ��it�t�hrey & Nl�rtr�n �o�� p 1�� U�f7 ��t�r� yC?C 76t2�4 P��i��J�'��1� `��3 �� i� :�� V�"C� �i�'°�. �'��' �� E#��: �I�r�t�y« T�an�; �[� �c��;�� I�tal af ��Err.�lian an� daia ta►��ara pa�q�.��6;n�an w w�r#ortrr nur �r!�;�. �1� p��s�� I� aciui��r Rhat ya�r ��q�ra�if�a�vn E�as �n �ir�a':�d:, � b�d li�it ��3��9 �G0.0� �� tabl�she� ��f y�ur �r�a�iza��n �a��d on tF�� nar��lal �i�b ��i�mi�e-�, "��r�i�m i� ��q��i��! �� t°�t't #F� �;16�;�r� w��k: �'�► �t' T►�� "" �r�d i�n��rj fc� F�� e�elopm�rrt ��i��Etalion. �� c��r�f�prr.e�k using �a�n ��td `�r�n�iii�ss cansl�ucti�n rr�ethnd� �� A�ains (�2" and �,��r� for i+lenv C�c�r��oprr:�n� Reh��ilakf�n, ,�rr� f�ed�val��men: us�r�� Dpar� �uC a�d i'r��'nt�ss cons#re,�#9or. ;�e�hods �-i�,�,��#v�i� vra��c ��. .d ko ��#��on �c�rrskn:Ck��r: 1U�� - �F�fr��e Imp�vvements for Le�av{ ��ir�# �[:�� „ 'l�e ��q�alifocalion a�d b�d it�`i� �i�bii5he� a�ov� ►Vlif r�mafn c��r'�r�t thr��h �i31l��2� 'T�� t�t�+,�� EEs%�d t� �� lxt��Ct �1� t��s ��rx� �h�e ��t� o� Eh� mv5# r�nt fina:��i�1 s[��m��k ��r�d, u�l�ss r��cJntl2d f�F ca�se, �it�ul� y�u d�ir� p��a�fic�ii�n ir� �:�;..�� eyo�o ut� a€v��m�zrtic��i, ��brr�iE;�� up��e� flr��r�cials. �v��rk ,� r9or��, ar�� e�uG�menM I�sk ��rll � no�e�s.�ry �o� l�Is cle��#ment �a �siabf�sh a r�o��v b�� lim�t, Pleas� be ��d Ih�f ihe plaris ar�ck d�c�m�rli� for #�i# ��rork t� b� ��farm�d mu�l � subm�#exJ !o �nd ap��r�� ;y k�';� �� i �art Vdart� UV�ier D�partm�nt, �� t�� Y�r[ir ia"�4�� 3� �� ,'F .�"'� �nd sF�nu�� yo�s h�ve svms� qu�,#ior� in Ihis o� �ih.�r m$tke� +�ir� or�r pr��ai�, �i�s� d� nat h�� n c�ar�i��t h�r_ ,�:�n �(aa�+ri�h al {8�7)392-�$� or �Ju�a Sa�c�da �# (8t7��- ��, '1��u� � ��P, � r ' � �� j� �� ; �� "�'1 �hris F�iander. P,E. ��'�i' l�l��c�or �! ��'�trit� � '�� aa.4• iw•s,�� AT�. I"t�; �oht� i�a9��+l�:ii. P.�, � �Jv� �`�tter D��arter«r�t �� l�e�gurv#�ry Serv�e� ��0 T�s �f��et �� Nor�, TX 7� 1 �2 � �` ': � "i� �r � �c�r'��,� • �� 'F��..:�� r't��'�s ��►� .�.`_" 81 �•39��5�� - F��x 8! 7•3�2� l9� ��«�� aa as 26 - i 2 CONTRt�CTOR COIVIPLIANCE WITH WORKER'3 COMP�NSATION LAW Page 1 oi 1 SECTIQI�T 0� 4� 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 4 Pursuant to Texas Labar Codc Section 406.096(a), as amended, Co�tractor certifies that it S pravides worker's campensation insurance coverage for all of its employees employed on CiLy 6 Praject Na. 103052 Contractor furth�r certifies fhat, pursuant to Texas Labor Code, S�ction 7 4�6. �96(b), as ame�ded, it will provide to City its suhcontractox's certificates of compliance with 8 worker's compensation coverage. 9 lo 11 12 13 14 I5 16 17 �s 19 20 21 22 THE STATE OF TEXAS �o-rn �cTOR�� o� a.n n e By: � s �►. �1� u � Cotnpany � o. .�o-�G 8'o.s�' Address �l � r�G�Dr�i , � , �1�� 5� T�tte: �i C'-� �!� a ��.�-�` City/State/Zip {Please Print) � 23 24 C4UNTY OF TARRANT 25 26 BEFORE ME the dersigned authority, on this day personally appeared 27 .�O S �• �/ �� , known to zxxe to be the person whose name is 28 �bscribed to the for oin �ument, �Ic owledged to zx�e that helshe executed the same as 29 the aet az�d deed of � �Q-�z � for the purposes and 30 consideration fherein expressed and in t1�e capacity t erein stated. 31 32 33 34 35 3b 37 38 �. GIVE UNDE MY HAND A� EAL OF OFFICE this �� day' of 20 G!� � � Notary ublie in and for he State af Texas ��RYP��i KEFiI RAE SPARKS ��-lP.... UB i END OF SECTION =x�' �=Notary Public, State of Texas :�A':��"� Comm. Expires 05-17-2422 .,v ' • � • � �,-�,,� ��i rp��4�� NOtB�y 1D 50�82�2 C1TY OF FORT WORTH D1tAINAGE IMPROVEEvIEA!'I'3 FOR LEB�DW CIIANNEL AT 28T" 5T. STANDAiZD COIVS"CRiICTIdi�i SPECIFICATION DOCUMENTS CITY PROJHCTT30. 1a3U52 Revised 7uly l, 2011 ooasaa,i Business Eq�eify Goal Page 1 n£3 SECTION DO 45 40 2 Business Eqnity Goal 3 APPLICATION OF PCILICY 4 If ihe totaI dollar value of the contract is $100,000 or more, then a Susiness Equity goal is applicable. 5 A Business Equity �'irm refers to certi�ed Minority�, andlor Women-, awned Business Entergrises 6 (MIWBEs). 8 POLZCY STATEMENT 9 It zs the poiicy of the City of Fort Warth to ens�zre the fuIl and equitable participation of Business Equity 10 F'irms when �pplicahle, in the procurement af all goods and servzces. AlI requirernents and regulations 11 stated in the City's Business Equity OrdinanceNo, 25165-14-2�2I, {replacing Ord'unance No. 24534-11- 12 2Q2Q (codi�ed at: https:l/codelibrary.amle�al.comlcodes/ftworth/latest/ftworth �c/0�0-0-2_2593) apply to 13 this bid. 14 IS BUSINESS EQUITY PROJECT GOAL 16 TY►e City's Business Equi.ty goal on khis praject zs 24% of the total bid value of the contract (Base bid 17 appltes to Parks and Corramunity Servaces). 18 19 METHODS TO C�MPLY WITH THE GOAL 20 On City contracts where a Business Equity Goal is applzed, aff�z'ors are rec�uired to c4mply with the City's 21 Business Eqnity Ordinance by meeting or exceeding the abo�re stated goal or othe:rwise co:tr�.ply with th e 22 ordinance through one of tlZe following methods: 1. Commercially useful services perfornted by a 23 Business Equity prime contractor, 2. Business Equity subcontracting participation, 3. Combination 24 of Business Equity prime se�ces a�d Bu�iness Equify subcontracHng participation, 4. Business 25 Equity Joint Venture/Mentor-Protege paN`ticipation, 5. Good Faith Effort documentation, or 6. 26 Prime contractar Waiver dacumentatiion. 27 2$ SUgMITTAL OF REQi1IRED DOCUMENTATiON 29 Applicable docwnents (listed be�ow) must be received hy i.heP�xchasing Division, OR the offeror shall 30 EMAII� the Business Equity documentation to the assigned City of Fort Worth Frojeet Manager ar 31 Department Designee. Doeut�nents are to be received na. later than 2:00 p.m., on the third City 32 business day after tl�e bid opening date, e�clusive of t�e bxd opening date. 33 34 The Offeror must submit one or mare of the foIlc�wing do.cuments: CPi'Y OF P012T V70RT�I DRAINAGE IMPROVBh+lENTS FOR LEBOW CHANNEL AT 28r" ST. STANI7AitD CDNSTRUCTIDIV SPECIFICATION AOCUMEtYTS CITY PROIECT NO. 103052 Revised Qctober 27, 2021 00 45 40 - 2 Business Equity Croal Page2of3 I 1. Utilization Farra and Letter(s) of Tntent, if the goal is met or exc��ded; 2 2. Good �'aith Eifort Forxn and Utilizatio� Farm, including supparting documentatian, if 3 participation is less than stated goal, or no Business Equity participation is accompiished; 4 3� Prime Cnniractor Wai�er Form, including supporti�g docume�iation, if the Offeror ncrill perform 5 all subcontracting/supplier opportunities; or 6 4, Joint VenturellVlentorWProteg� Form, if goal is met or exceeded with a roint Venture or Mentor- 7 Prot�ge participation. 8 9 These fprms can be found at: 10 Business Equity Utilization Form and Le�ier of Intent 11 https://apps.fortworthtexas.�ovlProjectResources/ResourcesPl60°/a20- 12 %20iVJWBE/NEW%20Business%20Equity%2AOrdinanceBusiness%20Equity°/n20LTtilization%20Form. 13 � 14 15 Letter of Intent 16 httpsJ/ap s.farttivorthtexas.�ovlProlectResourceslRcsourcesP/60 - MIUBE/NEW Susiness Equit_y 17 O1-din�ce/Letter of Intent-2021. p.df I8 19 Busin�ss Equiry Good Faith E�'fort Farz� 20 https://apps.fai�trva�•tlatexas.�nv/P�•ojectResou.rceslReSourcesP/60%20- 21 °/o2�1V1WBEINEW°/424Busr_uess%20Equity%200rd��ancelBusiue5s%20Equit�r%20Good%�OFaith.%20Ef 22 fort%20Form.pdf — 23 24 Business Bc�uity Prime Coatractor Waiver Form 25 https.//apps.fortworthtexas.�avlArolectResourceslResoarcesPlfO%20- 26 %20MWBE/NEW%20B��siness%20Ec�uity%200rdinar�ceBnsine�s°/o20Equity°/Q20Prime%20Cont��actor 27 °/a2aWaiver,pdf -�.. � 2$ 29 Busiaess Equity Joizzt VentuxeForm 30 htt s:lla s.fortwortl�texas. ov/1'ro'ectResottrces/ResaurcesP/60%20- 31 %20MWBE/NEW%420Business%2�Ec�uity%20Ordin.ance/Business%20EquitY%20Joint%20Venture.pdf 32 CITY OP FOItT WORTH DRATNAGE IIviPRO�EIVSEN'I'S FOIt LEBOW CIIANNEL AT 287f ST. STANDARI] CDNSTRiICTTON SPECIFICATIDIV ➢OCISMENT� CI'['Y PIL07ECT NO. I030S2 Revised Octaber 27, 2021 60 45 �f0 - 3 Business Equity Goal Page 3 oi 3 2 FAiLLTRE TO ACIiI�VE THE GOAL OR OTHERWISE CONtPLY WITH THE ORDINANCE 3 WILL RESLTLT IN THE BIDDERIOFFEROR BEING DECLARED NON�RES�'ONSNE AND � THE BID RE�ECTED. 7 FAILUIRE TO SIIBMIT THE RE U]RED BUSINESS E UTY DOCiTMENTATION OR S �THERWISE COMPLY VVITH THE OR.DIlV�ANCE WII�L RESULT IN THE SID BEING 9 DECLARED NON-RESPONSIVE, THE SID REJECTED ANll MA,Y SUBJECT TAE 10 BII?DER/�FFEROR TO SANCTIONS A5 DESCRIBED IN SEC. �.0-373 O� THE ORDINANCE. 11 12 For Questions, Please Contact The Susiness Equiiy Dfvisinn of the Departxnent ofDiversity and 13 Inclusion at (817) 392=2674. I4 15 END OF SECTION CITY OF FDRT WORTEi DItAINAGE IMPROVP..MEI�'I'S FpR LEBOW C�IANN�L AT 2$''" ST. $TANDAItD CONSTAUCTTON SPECIFICATION DOCUMENTS CITY PROJEC�'NO. 10305.2 Revised October 27, 2021 005243-1 Agreement Yage l of 7 SECTION 04 52 43 AGREEMEN'� THIS AGREEMENT, authorized on ��12812022 , is mada by az�d hetween the City of Fort Worth, a Texas home rule municipaIity, acting by and through its duly authorized City Maz�.agez, ("City"), and Humphrev & Morton Constructzon Company, Inc, authorized to do businass in Texas, aeting by and through its duly auihorized representative, {"Contractor"). City and Contractor may jaintly b� re%rred ta as Parties. City and Contractc�r, in consideration of the mutual covenants hereinafter set forth, agree as follows: Art�cle 1. WORK Contractor shall complete alI Work as speeified or indicated iu the Contract Documents for the Pro�ect identified herein, ArticEe 2. PROJECT The project for which tt�e Warl� und�r the Contract Documents may be the whole or only a�Sart is generaIly deseribed as foTlows: Drainage Improvemenis far Lebnw ChanneI at 28`�' St. _ Citv Project Na. 103052 ArticIe 3. CONTRACT PRTCE City agrees to pay Contractor for perfarmance of the Work in accardance with tke Cantract dacuments an amount, in current funds, of Four Millian, Ei�ht Hundred Ninety�I�iine 'I�nusand, Nine Hundred Ten and 001100 Dallars ($4,899,9I O.QO). Coniract price may be adjusted by cl�ange orders duly authoriaed by the par�ties. ARTXCLE 4.. CONTRACT TLME 4.1 Final Acceptan.ce. The Worf� shall b� eozz�.pleke for Final Acceptance within 305 calendar days after the date �hen the Cantract Time commences to run, as provided ia Paragraph 2.02 of ihe General Conditians, plus any extensian thereof atlowed iz� accardance witt► Article 12 of the General Conditzans. 4.2 Liquidated Damages Contractar recognizes that time is of the essence for co�nplekion of Milestones, if any, and to achieve Final Aeceptance of the Work and City and the public will suffer from loss of use if the Work is not completed within the tizne(s) speciiied in Paragraph 4.1 above. 'I`he Contractor also recognizes the deiays, expense and difiicultaes involved in proving in a C1TY OF FORT WORTH DRA[NAGE iMPROVEMEhtTS FOR LEHOW CHANNEL AT 28r" ST. STANIIARD CQNSTRUCTION SPECIF'TCA'f10iV DOCUMENTS C1T5' PR07ECTN0. 103052 Revised l 1123/2021 d0 52 43 - 2 Agreement Pagc 2 af 7 legal proceeding, the acival loss suffered by the Ciiy if tf3e Work is not campleted on time. Accordingly, insiead of requiring any such proof, Contractor agrees that as liquidated damages for delay (but not as a penalty), Coniractor shaI1 �ay Ciiy One Thousand and Op/100 Dollars ($I,OOQ.DO} for each day that expires after the time specifed in Paragraph 4.1 for Fina1 Accepta�.ce until the City issu�s thE Final Lette:r of Acceptance. ARTICLE 5. CONTRACT DOCUMENTS 5.1 C�NTENTS: A. TI�e Contract Docuxn:ents whicl� comprise the enfire agxee�ent between City and Contractor concerning the Work consist of ihe following: 1. This Agreement, 2. Attachments to this Agreement: a. Bid Form 1) Proposal Forni 2) Vendor Compliance to State Law Non-Resident Bidd�r 3) Prequalificatian 5tateznent 4) State and Federal docut�euts (projeci speciJic) l�. Current Prevailzng Wage Rate Table c. Insurance ACORD Foz�(s) d. Payment Bond e. 1'erformance Bond f. Maintena�a.ce Bond g. P�wer qf Attamey for fhe Bonds h. Worker's Carz�pensatian Affidavit i. MBE and/or S�E CJiiLizataon �onn 3. General Conc�itians. 4. Supplementary Conditions. 5. Speci�cations specz�cally made a part of the Contract Documents by attacb.rnent or, if not aitached, as incorporated by reference azid �escribed in the Tablc of Cantents of the Project's Coniract Documents. 6. Drawings. CI'I'Y OF FORT S7VORT`II DRAINAGB IMPROVHMENTS FOR I.F.�OW CHAiJNEI. AT 28'� ST. STANDART] CnNSTRl1CTION SPECIFICATION DOCLTNfE1VTS CITY PRO.fECT NO. 103a.52 Aevised l ll2312021 005243-3 Agreement Page 3 of 7 7. Addenda. �. Doeumentation submitted by Cpnkractor priar to Notice of Award. 9. The foS�owing which may be delivered or issued after ti�e Effective Date of the Agreement and, if issued, become an incarporated part of tk�e Contract Documents: a. Notice to Proceed. b. Fieid Orders. c. Change Orders, d. Letter of Fizial Acceptance. Article 6. INDEMNIF'ICATION b.l Contractor covenants and agrees tn indemnify, hold harmless and defend, at i#s own e�pense, the city, its officers, ser�ants and employees, from and against any and all claims arising aut of, or alleged to arise out of, the wark and services to be performed by the cantractor, its of�tcers, agents, employees, subcontractors, licenses or in�itees under this contraet, This indemnifitation proVi5ion is specificall� intended to operate and be effeetive even if it is alleQed or Aroven Ehat all or some of the dama�es bein� sou��xt were caused, in whole o�r fn part, by an�act, omzssion or ne�li�ence ai the city. This indem�ity provision is intended ta in,clude, witl�out liam�tation, i�ademnity for costs, expenses and legal fees inc.urred by the city in defen.ding against suc� claims and causes af actions. b.2 Contractor covena��s and agre.es to indemnify a�d hold I�armless, at its awn expense, the tity, its officers, servants and employees, from and against any and all lass, damage or destruciioz� of pxoperty af the ciiy, aris�ng auf af, or alleged to arise out of, the wor� and services to be performed �y the contractor, its officers, agents, em�loyees, subcantractors, lic�nse.es or in�vitees under this confract. This indemnification provision is specifecallY intended ta operat�e and b� effective �v�n if it is aIIeged or prov�n that all or some of the_dama�es bein� sou�ht were caused, in whole or in �art, by anv act, omission or ne�ii�ence of the_city, Articie 7. MISCELLANEOUS 7.1 Terms. Terms used in this Agreement which are defined ir� Article 1 of the General Conditions will have the meanings iadi.cated in the General Conditions. 7.2 Assignment Of Contract. Tl�i.s Agz'eenrxe:at, �ncluding all of the Contract Documents may not be assi�ned by �lae Contractor without the advanced expzess wz�itten cousent ai tiae Ciky. CITX QF FpRT WQRTH DRAINAGE iMPROVEMENTS PpR LEBOW CHANNEL AT 28�" ST. STANDARD CO1�i5TRUCTION SPEC�ICATION DOCLT{VfENTS CITI' PRa7ECT NO. l Q3052 Revised i 1/23/2021 OD52A3-4 Agreement Fage 4 of 7 7.3 Successors And Assigns. City and Contractor each hinds itself, its partners, successors, assigns and legal representatives to t�e other party hereto, in respect to all covenants, agreements and obligations contained in the Contract Documents. 7.4 Se�erahility/Non-Waiver Of Claims. Auy prqvision or patt of Yhe Co�tract Docutnents held to be uncanstiiutianal, �oid or unenforceable by a court of competent jurisdiction shall be deemed stricken, and all remaining pro�isions shall cantinue io be vaiid and binding upon City and Contractor. The failure nf City or Contractor to insist upon t�e performa�ce of any term or provasion of this Agreement or to exercise a.z�y right grauted kerein shall not aonstitute a waiver of City`s or Contractor's respe�tiee right to insist upon appropriate perfox�mance ar to ass�rt a�ny such right on any future occasion. 7.5 Governing Law And Venue. This Agreement, including all pf the Contract Documents is perfomaable in the State of Te�as. Venue sk�all be Tarrant Caunt}r, Texas, ar tk�e United States District Gpurk for the Nortl7ern Dis.trict of Texas, Fort Worth Division. 7.6 Authority Ta Sign. Contractor shail attach evidence of authority to sign Agreement if signed by someone other than the duly authorized szgnatory of the Contractor. 7.7 Non-appropriation of Funds. In the event no funds or insufficient funds ar� appropriated by City in any fiscal period for any payments due hereunder, City will notify Vendor af such occurrence and this A�reement shall term�nate on t�te last day of tk�e fiscal periad for which appropriatioas were received without penalty or expense to City of any kind whatsoever, except as to the portions of the payments herein agreed �pon for which funds have been apprapriated. 7.$ Pro�ibition On Contracts With Companies Baycotting Israel. Contractor, unless a sole proprietor, acknowledges that in accordance with Chapter 227I of the Texas Government Code, if Contractor has I D or more full time-employees and the contract value is $100,000 nz' z�anre, the City is prohibited itozz�. entering into a contract wifh a company for goods or s�rvices unless the cont�ract contains a written veriiication from the company thaf it: (1} does not boycatt Israel; and (2j will not boycott Israel during the term of the contract. The terms "boycott Israel" and "company" shall have ihe meanings ascribed ta those tezxns in Sectian 8QS.Q01 af the Texas Gavezx�nr�ent Cnde, By signing this cantract, Contractor certz�ies fhat Contractor's signature pro�ides written verifieaiion to the City that 9f Chagter 2271, Texas Gover�tment Code applies, CI'1"Y OF FORT WORTFI DAAINAGE A�PROVEMENTS FOR LEBOW CHA1�iI�fEL AT 28TH ST, S'fANDARD CONSTRUCTTOiY 3PECIFICATfbN DOCUMENTS CTTY PROJECT NO. 103052 Ravised 111231202f 00 52 43 - 5 AgCeenlenC Page 5 nf 7 Contractor: (I) does t�of baycat� Xsrael; and {2) wiII nat boycott Israel during the ter�na of the contract. 7,9 Prohibition on Boyeatting Er�ergy Companies. Contractor acknowledges that in aceordance with Chapter 2274 af tYze Texas Gavernment Cod�{as added by Acts 202I, 87th Leg., R.S., S.B. 13, � 2), the City is prohibited from en.tering into a contract for goods or services that has a value of $100,000 or more, which will be paid wholly or partly from public funds of the City. , with a company {with 10 or more full-time e�nployees) unless khe contract eoxa.tains a written veriiication frorn the compauy tlaat it: (1} does not boycott energy companies, and (2) will not boycott energy companies during tlie term of the contract. The terms "boycott energy campany" and "company" have ihe meaning ascribed to those ter�ns by Chapter 2274 of the Texas Govern�nent Code (as added by Acts 2021, &7th Leg., R.S., S.B. 13, � 2). To the exfent that Chapter �2i4 of �he GovernmenE Cade is applicable Eo this Agreement, 6y si:gning this Agreemen�, Contractor certiiies that ConEractor's signaEure provides written verification to the City tE�at Contractor: (i) does nut baycatt energy companies; and (2) will not boycatt energy comp�nies during the term of ii�is Agreeuxent. 7.10 Prahibition on Discrimination Against Firearm and Amixiunition Indus#ries. Contractar acknowledges that except as otherwise provided by Chapter 227� of the Texas Government Code (as added by Acts 2021, $7th Leg., R.S,, S.B. 19, § 1), the City is pro�ibited frozn ente;ri�g in.to a cantract for goods ar services that has a value of $1D0,000 ox more which will be paid whally or partly from public funds of �he City, with a company (with 10 or more full-time employees) unless the cantract contains a written verification from the company tlaat it: (1) daes not have a practice, po�icy, gvidauce, ar directive that discrimin.akes against a�rearm entaky or �reaz�m trade association; and (2} �vill not discriminate duri�g the term of the contract against a firearm entity or f'trearm trade association. The terms "discriminate," "firearm entity" and "firearm trade association" have ti�e meaaing ascribed to thnse terms hy Chapter 2274 �f tJae Texas Govear�annent Code (as added by Acts 2021, 87kh Leg., R.S., S.B. 19, § 1). To the extent that Chapter 2�'�4 af the Gover�ment Code is applicable to this Agreement, by signing this Agreement, Contractnr certifieS that Contractox's signature provides written verif'ication to the Cily that Contractor: (]) does noE have � practzce, policy, guidance, or directzve that discrixninates against a f'irearm eniity or firearm trade association; and {2) will not discriminate against a firearm entity or firearm trade association during the term af t�ais Agt'eement. 7.11 Imrnigration Nationality Act. Cantractar shall verify the identity and employment eligibility of its e�oployees who perfozxn work undex this Agreement, including canapleting tl�e Ennployment Eligibility Verification Farm (I-9). Upon request by City, Contractor shall provide City with capies of all I-9 forms arid supporting eligibility documenta�ion for each employee who performs CTI'Y OF F�RT WOATFi DRAINAGE Il1�ROVEMENTS FORLEBOW CHANNEL AT 2$"' ST. STANI]ARD CON3TRCTCTTON SPECIFIEAT'TON DOCUMENT5 CTTY PR07ECTN0. 1U3052 Revised I ll23/202i aos2a3-6 Agreemem Page 6 of 7 work under this A�'eement. Contractor shall adhere io a1i Federal and Staie laws as well as establish apprapriate procedures and controls so that no services will be perforrned by any Cantractor employee wko is not legally eligible to pez-fozxza such services. CONTRACTOR SHA.i.L INDEMNik'Y CxTY .AND HOLD CZTY HARMLESS FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLAT�ONS OF THIS PARAGRAPH BY �ONTItACTOR, CONTRACTOR'S EMPLOYEES, SIIBCONTRACTORS, AGENTS, OR LICENSEES. City, upaa written natice to Contractor, shall have the right tn irz�edia�ely �ermivate this Agreeme�f for �iolations of this provision 6y Contractor. 7.12 No Third-Party Beneficiaries, This Agreement gives no rights or benefits to anyone okher thau the Cify at�.d the Contractar and there are na third party beneficiaries, 7,13 No Cause of Ac�ion Against Engineer. Contractor, its suhcontractors and equiprnent and materials s�zppliers on the FROTEGT or their sureties, shall maintain no direct action against the Engineer, its officers, employees, aud su�cantractors, fpr any claim arising out a% in conneckion wi.th, or resultin� frozz�. khe engiz�eering sexvices pez�ozmed. Only the City will be the beneiiciary of any u�nderta�ing by the Engineer. The presence or duties of the Engineer's personnel at a consiructivn site, whether as on-site representatives or otherwise, do not make the Engineer ar its personnel in any way xesponsible for those duties that beloug ta the City and/or the City's cqustruct�on contractors or okher entities, and do not relieve �I�e construction coniraciors ar any ot�er entiry of their obligations, duties, and responsibilities, including, but not limited to, all construction methods, means, tec�niques, sequences, and procedures necessary for coordinating and completing all portinns af tlae cons�ction work in accordance with the Cantract Docwnents and any health or safety precau�ions required by such construction wark. The Engineer and its personnel have no authority to exercise any eontral over any construction contractar or other entity or their employees in connectian with ti�eir work or any healkh or safety precantians. CI7'Y QF FOItT WORTH DRAINAGE IlVII�ROVEIvIENTS FOR LEBOW CHANNEL AT 287i� ST. STANDARD CONSTRUCi'IQN SPECI�ICATIOTi DOCIfMEIYTS CiTY PROIECiNO. 1U3052 Revised 1 U23l2021 005243-7 Agreement Page 7 of7 IN WITNESS WHEREOF, City aud Contractar have each executed tl�is Agz'eemeut to be effective as of the date subscrzbed by tbe City's designated Assistant City Manager ("Effective Date"}. Contractar: By: C�� Signature (Printed Name) Title Address CitylStateiZip Aug 17, 2022 Date City of Fort WorEh By: w� tnU� ss, xoza s. s eorl W�lliatn Jab�asnn Assistant Ciiy Manager Aug 25, 2022 bate � Attest: !�� 5' �e�d� � :, ��rrene s. �vodan:c�«g1s, sosx or eon 7annette Goodall, City Secretary ' (Seal) M&C: 22-0�27 Date: 06/28/2022 Form 1295 No.: 2022-8b7684 � = �`;�_� , �,# � � 7 � `!_ r�� ` ->� Conb-act Caznpliance Manager: By sigiung, I ackno�ledge tbat I am the person respon.sible fnr the monitoring and adrninistration af tbis can�xact, including ensuruag all per�'ormance and raporting requirements. �� Michael Weilbaum, P.E. C.F,M. Project Manager Approved as to Form and Legality: Ol�lack(Augi4, .0231�:SCC.f3T3 DOugla5 W. BIaCl� Sr. Assistant Ciry Attarney APPRQVAL RECOMMENDED: 1�� P�. Laurer� Prieur, Interim Directar Transpartation & Public Works Department C1T'Y OF PORT WORTH 17RAINAGE IMPROVE�v1ENT5 Fpft.I.,�U W C�TANNEL, tlT 28TH c'�' STAND,4RD CO�TSTRUC'FION SPECIPICATIQN TJQCiIMENT5 -c'..�,a" ��` C•*' , Neu�,' I [ievised 11123l2421 � ��-* w�y �_ � . �+� -----^.'e'�'— — �� I�,��.'�.� t� Ct115't'KL'C'{•ip \ C:Uhi I'A\ Y. 11C. May 1, 2Q18 City of Fort Worth Engineering Department Ta Whom It May Concern, The ofFicers of this carpora�ion are authariaed to perform the acts necessary to carry aut the ordinary business operations of this corporation. As Vice-President of Numphrey & Morton Canstruction Cornpar�y, fnc. since 2014, Josh R. Gilf, is author�zed to sign Iegal documents as an officer ancE director of fhis corporation. Sincerely, Kay 8arney Corpor�te Secretary Humphrey & Morton Construction Company, Inc. P.O. BOX 8057*F�RT WOR7H, TEXAS 76124*TELEPHONE 817-478-8088*FAX 817-551-2368 Bond No. 46BCSHZ1876 U061 13-I PCRFORMAI�CE SONU Page 1 of 2 1 2 3 4 5 6 7 8 9 10 11 12 13 I4 IS SECTIDN 00 61 13 PERl� ORMAN CE B OND TfIE STATE OF TEXAS � § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, Humphrey & Mor-tan Constivction Corr�pany, Tnc.,lci�own as "Principal" herein and Hai�tford Fire Insurance Company , a corporate surety(sureties, if more than one) dufy authori�ed ta do buszness in tlze State of Texas, known �s "Surety" herein (whether one or more), at�e held and fitinly UoluZd unto the City of �ort Woreh, a munici�al corporatian created pursuant to the laws of Texas, Icnown as "City" l�er�in, in the penal sum of, Four Million, E��ht Hnndred Ninety-Nine Thousaeid, Nine Huncired Ten and OO/1Qq Dollars ($4,849,910.00), lawful money of fhe United States, to Ue paid in Fort Worth, Tar��ant County, Texas for the paytnent of whieh su�r� welI and truly to �e made, we bind ourselves, our heirs, executors, adininistrators, successors and assigns, jointS}� and se�erally, firmly by these 1 � presents. 17 WHEREAS, the Principal has entereci into a certain written eontract rvitli tl�e City 1$ awai-ded the 28th day of .lUnB , 20�Z wllich ConL•act is iiereby referred to and 19 made a pa�•t l�ereof foa� all pu�•poses as if fully set forth here�n, ta fuz•nish all materials, equipinent 2p labor and other accessories defined 6y law, in the prosecutian afthe Work, including any Change 21 Orders, as provided for in said Contraci designated as Drainag� impi-ovemet�ts for Lebow 2Z Channel at 2$r�' Sts�eet, City PY•ojeetNo. 1D3052 �3 NOW, THEREFORE, Che condition af this a6ligation is such that if tlie said Principal 24 shali faithfully perform it obligatians under the Cont�-act and shall in all respects duly and 25 faithfully parfornt the Work, including Chauge Ordei•s, under the Cont�•act, according to the plans, Z(, speciiications, and contract documents therein j•efe�•red to, and as well during any periad af �,'7 e�tension of the Cantra�t that may be granted on the pait of tl�e City, then this obligation sl�all be 2g and Uecame null and void, otl�erwis� to remain in full force and efFect. 2g PROVIDED F[TRTHER, that if any legal action be filed on this Bond, �+ez�ue shal� lie in 30 Tarrant County, Texas oa� tl�e United States Dist�-ict Court for tlie Nortl�ein District af Texas, Fort 3 � Warth Division. CTTY OF FORT WOIiTH I?RAINAGE 1MPRdVBMENTS FOA L�SOW C�IANNEL AT 2$�" 5T. STANDARD CONSTRUCTION SPECIF1CATiON I70CUMENTS CITY PRO]ECT T10. ] 0305� Revised Jufy 1, 2D1 I OU Gl 13 - 2 F'�RPDRMANCE [iOIVI] Page 2 nf2 This bond is made and executed in cazaapliance witli tlie provisions of Chapter 2253 of d�e 2 Texas Government Code, as amended, and all liabilities on this Uond shall be determrned in 3 4 5 6 7 S 9 10 11 12 I3 14 15 16 17 18 19 20 21 22 23 24 25 2G 27 28 29 30 31 32 33 34 35 �6 3i 38 accardance with the provisions of said statue. IN W�TNES� WH�AEOT, the P��incipal and the Surety ha�e SIGNED and S�ALED this ins�tiiment by dlily autho��ized ageats and officers an lhis ll�e 3rd day of Au�ust , 2Q 22 . PRINCIP�,. �} : ATTEST: (Princi 1) S retaay T�ay Bar��ey � Wl{ness as tp rincipal Ke��i Spadss 11 ` _ .• � �' ; - '� , Vilitnes as to Surety Elizabetlt Gra l�ddi'ess: 513b Vesta Farley Road Fott Worth, TX 76ll9 SURETY: Hartford Fire Insuran�e Company BY:_. � - �C�.aj/ Signature �- Michael A. Sweene Attoriae -in-Fac# Name and Title Address: 304D Tnternet Blvd., Suite 600 Frisco, TX 75034 Telephone Nu�nber; 469-287-0246 39 *Nate: If signed by an officer of the 5urety Company, the�•e must be on �le a certi�ied exiract 40 fi•am khe by-Iaws showing that this person has authority ta sign such aUligation. If 41 Snrety's �hysical address is different fi-oin its mailing address, both �nust Ue provided. 42 Tl�e date of tl�e band sltall not l�e prioz• to the date tile Cantract is awarded. C17'Y OF FORT WORTH 1JRAINA,GE IMPRQVEMEiVTS FOR LESOW CHANNEL AT 28Tj� ST, STANDARD CpNSTRUCTT03�i SP�Cl�'ICATION DOCUMEi�I"I'S GITY PRQJECT ND. ] 03U52 Revised Iuly i, 2611 !. " Josh R. Gill, Vice President Name and Title E3ond Na. 4GBCSHZ 187G oa6i ia-� f'AYMEN3' BOND Page 1 0(2 1 2 3 4 5 G 7 8 9 TIiE STAT� OF T�XAS COUNTY OF TARRAN� SECTION 00 61 I4 PAYMENT BOND § § KNO�V ALL BY THESE PRESENTS: § That we, Humpl�rey & Moiton Construction Coinpa�y, Inc., knawn as "Principal" herein and Hartford �"ire Ia�surance Company , a corporate suz�ety� (sureties), duly aut�lorized to do business ii� the State of Texas, I<nawii as "Surety" hereii� (whetl�►er one o�- 1� maj��), are held and firmly bound unto the City of Fort Wo�th, a mur�.icipai coipo�-ation created 11 pursuant to the laws of the Skate of Texas, k�lown as "City" lierein, in th.e penal sum of Four 12 Nlillion, �i��t Hundred Nine.t_y�Nine Thousand, Ni�se I'Iundred Ten and OO/1Q0 Dolla��s �3 ($4 89�0.00}, lawful tnaney of the iJn�tecE States, to be �aid in I'ort Worth, Tacrant Cou��ty, �4 Texas, for the payment of which sum well and truly be made, we 6ind ourseives, our heirs, IS executors, admi�iistrators, successal•s and assigns, jointiy and severally, firmly by these presents: 16 17 18 i9 20 21 22 23 24 25 26 z� 2$ 29 3D WHEREAS, Principal has enkered inko a eertain written Contract witli City, awarded the 2$th day of June , 2022 , whicli Conh•act is here6y referred to and made a part hereof for all purposes as if fully set forth lzerein, to fia►nish all materials, equipment, lahor and other accessaries as de�ned by law, in the prosecutivn of the Work as provided for in said Contract and designated as Drainage Improvements for Lebow Channel at 28f'' St., City Project No.103052. NOW, THEREFORE, THE CONDITION OF THIS OI3LIGAT[ON is such tliat if Principal shall pay all monies owing to any (and all} payrnent bond beneficiaiy (as defined in Chapt��- 2253 of tl�e Texas Go�ernn�ent Code, as amended) in tlie prosecution of tlxe Worlc under the Contract, t3�en this obligation sl�al] be and become null and void; otherwise to iemain in fiill force and effect. This bnnd �s inade and executed in compliance w3tli khe provisions oi Cl�apter 2253 nf the Texas Gov�rnment Code, as amended, and afi IiaL�ilities on this bond shall be cletermined in accordance with the provisions nf said statute. C1TY OF FORT WaRTH dIZAINAGE IMPROtilEM�NTS FQR LCBOW CIiANIVEL AT 28�' S`f, 5TANDAItU CONSTRUCTIOAI 5PECIFICATIQ]�I DOCUMENTS CITY PRO]ECT NQ. 103052 REVISED JULY 1, 2Ul 1 OUGI 14-2 PAYI1�Ni BON➢ Page 2 oi2 1 IN WITNESS WHEREOF, tl�e Principal a�id 5urety Ifave eacli SIGNED and SEALED 2 kl�is instrument by duly authorized agents and office�•s on this the 3rd day of 3 August , 2Q 22 4 ATTEST: (PTincipa Se tary Kay Barney � Witness as to Prin ipal Keri Sparks ATTEST: �� L._'�, {'.xr,�.xlc��_ (Surety) 5ecreta�y Wesley W. Cowli��g r,tl � � ,! , Witness to Surety ElizaUeth Gray � 5 6 7 & 9 10 I1 12 1'RINCLYAL: �' Hum lu•e Mortoia 5nstructian " Cain , Inc. B�': - , " ,, '` 5i�n re - 1 � ` - 1, lc�sl� R. Gill, Vice President Name and Title Address: 5136 Vesta Farley Road Fort Worth, TX 76119 SURET'Y: Har�tford Fire Insurance Company . � BY: "i , ,, . , Signature Michae] A. Sweeney, Attorney-in-Faci Name and Title Add�•ess: 3000 �nternel Blvd., 5uite G00 Frisco, TX 75034 Telephane Number: 469-287-02�46 Note: if signed l�y an office�• of the Sueety, tl�ere rr�ust be oi� �ie a ce3•ti�ed extract fi�am t�e byIa�s+s showing that this person has autlsority to sign such obligation. If Surety's physical address is difFerent fi•om its mailing address, botlz inust be p�-ovided. The date of the bond shall not be prioa- ta the date the Cootract is awarded. END DF SECTION CITY OF FORT WQRTH bRA1NAGG 1MPROVEM�IV'1'5 FOIL LEBOW CIIANN�L AS 28T" 5T. STANDARD CONSTRUCTION SPECIF[CATiON DOGIJMENTS CTTY PRl7IEC'I'NQ. iD3052 R�VISEd ]ULY 1, 2011 13ond l�n, 4G�C5HZ187G �a.a u i i y- t M�TNTC1tiAiVCE i3f)�IB Pag� ] af 3 � � 3 4 5 5 TH.� STATE O�'T.E�AS CCfCTNTY (]F '�:A,�tRANT ��;c�r.�oN oa �l t� MA1N'1�NANCI: i�(7Nn § § �C�1tlW A�LBY'iII�SF...i'�t�SFNTS: § 7 Th�t we, I�iu�npl�re�& Mortoi� Co�istruc.tio�� Co,�i�nv. E�ic,, �C�z�wn as "Principai" 13er�in �' a��d HarCfcstd Fire ii�surar�4� Coi3t a�s , a c:orparatc sue�:ty (sure�i�s, if''tttare 9 tiian one) duly au�iorized ta do �iusiness iRa klie Stats: ca1'Texas, known as "Surety" lierein (wlretl�se�• i{� ane a� n�or�), �re E�eld and firm�y ba��nci unt� tl�� Gity af Fni�. Wo�•th, � n��inicipai eor�o�•ation 1 l cre�ted pursuant ta tilie la�us of the �t�te of'Texas, kn�rvn as "CiC}," herein, i� tfte sun� of Fnr�r 12 PViillion,__E_i�l�t Hundre� N[nety�Nieae i'l�nnsas��, Nirs� I�Iut�dre�l Ten �n€i Oilf�.#1U �olfars 13 ($�4,.8.99,9I O.l�a), 1�wfu[ inoney of t}�e iJnited 5tates, to be �aid in ��rC Wot�iEr, Tarrant Courrry, id Texas, for payrr�ent �F�I�ich su�t� �r+el1 �nd truly bt� made �nto t.he C:ity a�ad its svcc�sso�s, we i5 bind ourseives, oar heirs, execr�tt��•s, adrninisir�cors, svccessors and assi�ns, jointly and severallY, l� fvinly by ��ese pres�tits. !� I.$ WHEREAS, t�e F�rinc�pal has entered into a cerlain w�•ittea� contra�t with the City a�varded I9 t�e 2$th day nP �.,...IUI�e — , 2i12� , vvhich C�sntrack is herehy 2U r�ferred to and a zn�ci� paEt f;ereof for all �u�-ppses as ri fuily s�t fc�rtt� herein, tq fij►•nis�� a[i 2l rnate.rials, eK�uipment 1�l�pr �nd otfi.er �ccc:ssciries aS de�ined by la��, in t}�e �ra�ecutiDn aftl�c 22 Wor�C, inci�c�i�z�; any Wc�rlc �:s�lti�i�, frvixa a duly �ufil�ari��d Ct�ange �rcie�• {callectively l�ercin, 23 tl�e "Woa'k"} as pro�id�d fc�.r in said coi�tract �nd eles�gij�ted as Draina�e Imp��ov�n��nts f��• 24 Le�ctw Channel �t Z$'�' St., C',iiy Pr�ject Itiin. .1�305�; a��i� 25 26 2� �8 29 ��VH�;kEA�, Principal }�inds itseif ta use suah n7aieri�tls an� ta so construct tl�e Wcsric i�f aGC�rdaliCe Wifh tlle plAtis, S]]ECi�C,��lOitS �iit(� CO11LYaCI DOClSI11Cn�5 ��le�f. �i]C W(?Y}C I� �[iC� Wiil ren�ain fr�e frc�ni d�t�cts in rna��eri�l� or �uorkinan��tiip fa�• and du�•in� t�� period ofi twa (2) yeut•s after tl�e dat� of Final AGcept�nce of ll�c VJ�r[c by ti�e City {"MainteE��nce t'er�nd"); and 30 31 ��EREAS, Px�inci��l �aincls itse9f Ea r�:pair nr recc�nst�lzct t1��;1�Vc�E•k in whc�le a�• in ��ar� 32 E1p011 CLC�1VIli� 1iO�YCE �!"�lli1 Lflt: CILj! fJf �i3C Il@£CI ��l�t'�fDi f3f �I]j� �Ilil� Wlti7lll ff7C Mfl1f1f�G11�i1C� 33 Pcriod. crrY �t �Cr�tr wort�'�•� r��tn�wn�r: t�►�t�c��v�.�t�:-rr�'s t'oR �..r:r��w cF��vr�t:�, �'t�asT" s•��. 51'AA[DAitF� CON.STRLICTI{JN 51'I?CI}=iii1'I'.If)Id t)pCUft�tFTl'{'S C1TY ��it(}JFCI' NCI. It13D52 Iievised ]nly (, Z.01 I v�}GI Ig-2 S++4Af1�9TE.NAitiCl.i PiOtJD P:4}�C i UI � � 2 NC)W '��IEitEF�iZ�, tl�e ca�clitiQn c�� this t�hli��ic7z� is si�ci� lhat i#'�'rincip€�1 sh�ll 3 r�n�edy ffny defeati�+e Work, far �vJlicl� kimeiy naticc w�ss p�•�r+ic�tci by City, tn a caErtpleEion � s�tisfactory to tlze City, then tl3is ot�ligatinn shAEl bec��r�e null �nd r+caid; atl�ea�wise tb i�e�n�in i�r S full fiorc� pnd effeot. � 7 PRQViI)ED, HO'VVEVER, if Prir►cipal sl1�11 fnil sc� to repair or recons.iruct any tiinsly 8 noticed def�;ctive Work, it is agr�ed that tlie �'ity �nay cause a��y �nd aIl suct� defecti�e Work fi� �? [ae repaited flaid/nr reaonsi�vctecE uFith �11 ass�sci€�t�d ca:�Ys fl�erenff�ein� barne by [i�e Princip�l �nd ] 0 the Surefy undcr this Mait�tenance i�ond; �tsd ]1 i2 PRtIYIDEU �'CTRTH�R, t�at if�ny le��l �ctiot� be filed on il�is I3ond, YCiSiI� 5�1�I� IiC lri 13 �'arrant. CaunCy, Texas oa• t�ie U.nit�d St�:tes nistricl C;caurt foE• lhc Nnrtl�ern District �#'Texas, F�z•t 14 Worti� T3ivisia;�; a�sd I5 ! 5 PRUViD�'+.n �.JKT��R, th�t this obligacian shall �c continuo��s in nalure and I 7 succr�Ssive r�coveries n��y be taad hereon for st�ccessive breaCh�s. 1$ l9 20 �ITY C1f }�{}�t]' W(3RTE1 [3iiATNAG[s li+AFi20Vl:Ml:N"I':s rE3R LLHOW Cf E�i�[NE:L AT Z$TrE S"I'. S`f Ahii�ARl� C�A13TRiJC'ifON SA[3CIf-�GhT10Af f1pCL;tvltiN'f S C1TY ('RO}T:CT i�lU. 1 U3.US2 R¢v'ssed luly 1, 20f I �lii G l 19 - 3 NilliN'fENAAECf: i3()Nf7 P1gr 7 t�f 3 �N WITN�S,� WHE�(7F, the �'rirEcipaf aEzc1 tlte Su�-ety h�ve e�ch SiGNEL? �nd �EAI.�D thi� insfiru�nent by duly autt�ariced a�en� and aFfc�rs on tl�is the �_ dmy of _ A��.ust , 2Q 22 . 4 5 d i s � �o �t tz 13 14 15 16 i7 18 19 2Q 2l 22 23 24 2� 2d �� 28 23 3f� 3I 32 33 34 35 3fi 37 3� 39 40 4i 42 �3 AT7'�ST: � (Principal� Sec iaEy 1�ay F3�rncy , �,� Witt�ess as ta Pr Irics�al Keri Sp�rks ATTFST: [2�- k t�. ��..to�.,' __� _ � (Sut`ety) Secretttty VJcs}ey 17V UWEiIt� � � n ,. Witi�es as ta Surety �Ci��c#h C�ra}� �'itliV�:ti'A,i,; rnnl�rev & M�tr � Jos6� �2. Gill, V ice President � N��ne �zd �'it{e Adclress: 513G Vest� Farley �aad Fc�rt W�rth, TX 7G I I 9 �^ SURETY: }iarEfo��d Fire Insur�.nce Con�panY r�Y: _ � �� '' Si.�nature 15!I.ic�i�el A. 5w�cn�+, ACtorn�lli-�aet NaE�e and 7"itie Address: 3�Ot1 InEernel C31�d.. S��ite 6QD ^�riscn,'j'X 7S03d � "T'elepl�an� N�3nzbc.r: 4G9-287-Q�46 *Nole; If si�necl by �tt c�ffic�r af tl�e 5urety Conjpa�iy, there mr�st b� �n fite a ceriiSieci exkract #`rc�m tl�e by-iaws shov►�ing tl�al tliis pe�•soEl lzas autl�ot�ity to sign sucl� c�bli�;�tio��. If �urety's physical adtiress is dit�'e�-eni ti-n�n its Er�ailing adcli°�ss, f�nth �nust t�e �rnvi�iec�. �.i�e date bf th� �.ond s#iall noi be pric»- to t#ie ctate tilt� Contrant 'ts ;�ws��•deci. CITY CiF l�QRI' Wt3�'fi9 i)RAI3�AGG IM['[2t)V13hiENT5 FUEt I..C:i30W G�1At1t�fCL A7' 2iir'� S•f 5TAh3DARD COi�E5"CRX1C PION SP#�C[�iCA"C117N 1lQC[11NI:N'CS CITY TR(31}?C t' fr0. 103052 lievised July i, 2Ul t IMP�RTAIdT NOTiC� To at�tai� inf�rmatior� af �rtak� a complain�: You may contac� yaur A�ent. You may call TI�� Hartford's ConSumer �ffafrs tot!- firee telephone numb�r far information or to mak� a tornptaint at: 1-�00-451-694� Yo� may cont��t the Texas Deparkmenk af Insurance to obtai� inf�rmation on campan�es, coverages, ri�hts, ar compia9nt� at: 1-�C?C?-2 � 2-3439 �ViSQ IMPORTANT� Pa�ra obtener in�orrnacion o para presentar una queja: Usted puede comunicarse ca� su Ag�nte. LJst�d puede llamar al numera de tel�fana �ratuito de The Hartfat`d's Cansum�r �4ffa��s para obtener fnforrnacion n par� �resentar �na queja ai; 1-�t�a�4�'i-69�� lJsted pu��l� comunicars� cr�n et �lepartamento de Se�uros de Texas para obtener infr�rmacion s�bre cor�panias, c�berturas, Cl�ff'C�105y €� t�Uejas 8l: 1 M#1�?tl-?52-3439 You may write the Tex�s �epar`trn�r�t of tn�t�rance; lJsted �uede escri�ir �i C��artam�nto de 5e�urc�s de T�rcas a: �.0. �icax 1491Q4 P,Q. Box 149104 Austin, TX 7871�-9144 Austin, TX 78714-9104 Fax: (512) 490-i Of�7 Fax: (51 �) 4�0-100� V+IEb. www. tdr.t�xos. �ov Sitrn w�b: www. tc1�. rexa�. ov 'E-ma�E �'ons��rr��rFr��Gtic�a;r�tdi.tex�s. ¢�v �-mait: ConsumerPra��ctian�td�. texas, �ov PR�MlUM 0� �l,A[1�1 DI�PUTI�S: �?ISPU'�"AS Pt�R P�t[1u4QS Q� S�GUR45 O ��CLAMACION�S: Sh��id yau have a disput� canc�rnin�, your premium ar abc��a�t a ctaim, ya� shoutd corttact th� (a�ent) (�om�anY) ta�ent or tt�� c�npany) first. If �he disput� is not res�l�d, you may e�ntact th� Texas D�p�rtrner�t of Inst�ra�ce. A�'�ACI-d TH�S NB'FICE TQ YDUR PQL�CY: This notice is for in#ormaiion c►nly and do�s not becom� a part �r candit�on af th� a�tac�ed dQcument. 5i ti�ne una disputa relacianada c�n su prima de se�ura o�on ur�a recFama��on, usted d�be cnmuni��rse con (eE ��en�e) (ia eompania� {e�l a�ente o ia c��pania) prirnero, Si la dispu�a n� es resue[ta, usted pu�d� c�Enunic�rse ccan el Departamen�Q de �uros de Texa�. ADJUhfT� �STE A�liSO � SU POL1�A. �st� �.viso es �alamente para prop�si�as ittform��ivos y nc� se cc�nvi�rt� �en p�r�e o en cnndicton d�l documento ad�unt�. ��oaa �y rne nwuab. C�assse�arron: �reme+y �r+�aed. nrr nflhra n:sa,ved. !do P�� fhis 60cuX�9rH may De raFiaMucec� Puti.Yshdu a useara4lhaN fbe l�emi7ssfqn ol7�inlimfkurl. i7ir�ci Inqurries/�laims ta: �� R+V .L,�r� �� 1�� JL ��.1L.�� Ta�� '�PQRD �lattfarc4, Cannecticut D6165 c��l: 8�8-28&-3468 or fax: �8�1-75T-5S35 KIV�7W At�L P�#iSONS SY 7H�5E PRESEiVTa TMAi; Agency Corie: 4fi-6Q1533 -- -- �� Hgrtford Fir� Insurar�ce Cotnpany, A coiry�nratian duly nrgnnizeck uErder tl�e la�us nf tAe St�te t�F Cnrniecti�u€ � HarffOrd C��tta��.y Insurance Co�npany, a co�paratio�ti duty nr��nized tRnder tktt� 1a�vs erf IE�e Stuts �f i�tdi�ua 0 Haet[ord Accide�tt �nd Indernntty Gampany, .� a��ak•alion duiy nrga�iirc:ri n��der Ei►e fnu� nfth� S�fe uE'4:`critn�clieiEt 0 HaFfforci t�ndel'vu�i#ers I�suranc� Compsity, A eosp��io�3 dii[y nA�gnniaeci ��ncier (I�e ia�vs ni'tl�e State a�'Cornteutic�:E [� 1'1�vin Gity Fire Insurar�ce Campany, a CDr]�nr�lican c€uly �rgmti2cd iiEtd�r Ehe lttws ot'the �a`ia€e �F Iisdiona 0 Hartford Insuranc� Company ot Elli nois, a curpc�ra�ti�n d�ily or�aitfzc;� ti��der trie laws af ihc St€�ie af Il[ittni� � Hartford �n�uran�e Company �f the Midusiest, u cor�ac�,�atio�i duty ❑rgani•r�d nnd�r the Iaws af t!� Sinte al'li3diann � Hartford Insurance Cornpany of thc Southeast, a car}rnration duEy s�egsn9zed under tE�e laws o.f the :�tnte of Floricta (�aving their hame offic� In Ha�tbrd, Canneeticut. (hereina�r call�c#ively referred to as the "ComR�nies°} do hsre�y make, canstituta and appsaintR up !o fh� arrtount caf unll�It�rl: Ch�rles D. S��eeney, f�yle W. S��en�y, fl9ic#�aeiA. Sweer�ey, Bobby E. Mayo, �liaabeth Gray o� Ff Wotth, 77C tiieir Erue and Eawfut Attorney(s)-in-F�cf, each in their separate capacity it m4re than one is named a�ov�. la stgn its name �s surety(ies) anly as delineated abnue by �, �nd #o exec�ke, seal end acknowt�dge �ny and all bands, under�akings, ccJntracts end other written instrurrtienfs ii� lhe naiure there�f, nn behaff af tite Companies !n their business of guaran#eeing {he fidelity o# persons, gu��anteeing the perEarmanr,� of contraefs and execuEing or guarar�teeing honds a►td underfakings reyulred ar perm�#ted in any �cUnns or prviceedings atEawed by law. fn'�litness Wher��f, end gs a�t#ho�ized by a Resolt,iion of ihe Baard of Directr�rs of t�e Companfes nn Janu�ry 22, �(iO4 the Compan�es have eause� the€>e pr�sents to be sigr�ed by iE� Assistani Vics Pr�sident and €ts cnrporate seaEs to be heret� affixed, duly aitested by its Assistar,i �ecreiary. Furthsr, purs�rant fu R�sn�uifon af th� Board af Dir�ctors of the CompanEes, the Companies here6y unamblguously affirm that fhey ar� an�i wiil ha baund by any m�chan#ca1lY applied signatures applied fio th€s Power af Attomey. h1E�,� ��y15itx. a �ti p,1p�` � �w g�,� � � e•'..c4a.�eu�i�S �. �y03�7� � a�,fq.,r�.,��'�� g � �:rs' �' �� i t 9�e 7 T �' r ? �r f � : �. ♦ �' � �#�p �y�a��r,��t�,�* '° s�etiA�' r,,, t�'i4 y�. Y ii?�� 7�'l9 ,.M�3' ,. n r i • .,,.w , p#- ``�y,y M �Yt . S�'� il'R�� a� ► `ht:�r�5. ijn�H� t_.. � �. �� 1tSlesley W. Gnv�Eing, Assiskant Secretary S7ATE UF C4tlM��TICUT COi1NTi' (#F iiART�tlftb � ��, Nar�fnrd � � NE. Ross �fsher, /tsststrant Vice Pr�sid$nt On tfi�is 3fd day of March, 2i108, iseF4re me personatly came M. F�asx F'rshsr. ta me known, v�+ho heing 6y me duly sworn, did depose and �ay: tha# he restdes in the County o� Hartford, St�te af Cvnnect�cu#; Fhat he is the Assistant Vtc� F�residen# af the Cvrnpanies, ihe carporations described in �r�d uuhieh executad fhe aboue i�sErum�sni; that �r� kr�ows #he s�al� nf th� said carp�rrations; that #he seaEs affxed to the said instrument ars s�ch carp4rate seafs; tt�at thsy +u€:re s� afitued by authorit}� oi the Boards Qf blrectvrs of sald coeporatians and tha! he s�gnecl his n&me therein E�y like a�tharity. � �� . �, . scnx 13 Naseku NoEaiy PiEbfic ��{�I��-�� My Cauikaission Lxpires Uciubcr 3t, 2012 i, the undersign�d, Rssi�tanf V'rce President n( ihe Garnpanies, D(7 HEE�EBY G�RTiFY that ihe above and faregoing is a true and correct copy o# the Pa+�+er of Attarnay e3ceculed Eay said Gcsmpanfes, whlch is s#ill in full forc� effective as af August 3, 2fl22 . 5igned and se�]ed at the C[iy of Hartford, qru� � y,vt+�, i �r �ir"�,rr a { ,�d � � � a 2, ,�t` .#�� 9:�ftN•�► tri> � a +�q xlWra°'t�4o�' 1. � i"+� :�s f iv�? -� p t�1�B'� 9� • R �� * i.�yp�� -,'� ¢�4:��e��scr�a 1sB! � i�;i�r9T0 :�� 1l17�-� '2 �'�'C.9 ''� ,, � "��d'�'�,... +�' ,�. * JA'�ts. � . �♦ �j%}A-�",`\� i �'q�11fE915� Nil\i�� • `.�`��v�-� f� . ..�__ ..,_. � Gary W. SfurY�per, Assis#arrl Vice Presicient Bond No. 46BCSHZ187G UD6119-1 MAINTG�IANCE BOND Pagc l oi 3 I 2 3 4 S 6 7 8 9 ifl 11 I2 I3 14 15 16 17 I$ 19 24 21 22 23 24 zs 2G 27 28 24 30 31 3.2 33 THH� STATE OF TEXAS COUNTY OF TARI2ANT SECTION OQ 61 �9 MAINTENANCE BOND § § KNOW ALL BY TIi�SE PRESENTS: § That we, Humplirey & MortQn Constructia�� CoinpanY; Inc., Irnowi� as "Principal" herein and Ha�•tford Fire Insurance Ca�n an , a corporate surety {sureties, if more than oi3e) dul� autharized to do business in t[le State of T�as, known as "Surety" herein (wlietirer one or more}, are held and �rmly bound unto t�ie City of F'o�-t Worth, a municipal coiporation created pursuant to the laws of the State of Texas, known as "City'' herei�, in khe sum of Four Million Ei ht Hundred Nine -Nine Thousand Nine Hvndred Ten anc� OD/100 Dolla�•s ($4,899,910.q4}, lawful �z�oiiey ofthe United Stakes, to be paid in Foi�t Worth, `�'ar��ant Cauiity, Texas, for payment of wl�ich sum well and truly be inade unto t�1e City and its successors, we bind ourselves, O�li' 11�11'S, executors, ad�ninistrators, successors and assigns, jointly and severally, fi�mly by tliese presents. WI�REAS, die Principal has entered into a ceitain writt�n cpntract wikh the City awarded the 28th day of ,lUCle , 2a22 , which Contrac# is hereby referred ta and a made pact hereof foj� a!1 pm�poses as if fully set fortli lierein, to furuish all materials, equipznent labor and other accessories as defined by law, in tlie prosacution pf tlxe Work, including any Worlc resulting from a dLily authorized Cliange Order (collectively l�e�•ein, the "Wark") as provided for in said contract an� designated as Drainage Irnpravements for Lebow Channel at 28th St., City Pro,�ect Na. 10305�; and WHEREAS, Principal binds itself to use sucli tnate��ials and to so construct ihe Wark in accordanee with the plans, specifications and Contz-act Doeun�ents t]-�at the Work is and will reznain free from defects in �naterials o�- workinanship for and during il�e period of two (�) ye�rs afte�- tl�e date of Final Acceptance af d1e Work by the City ("Maintenance Ye�•iod"); and WHEREAS, Prineipal binds itself to repair or reeonstruct the Work in wl�ole ar in pai�t upon receiving notice froin tl�e City. of the ��eed Nierefor at any time wi#hin tlie Maintenance PerjQd. CITY OF FflRT WQK'!'H IJRAINAGE ]MPRQVEMENTS FOR L�BOW CiiANNEL AT 28T" 5T. STANDARD CONSTRlTCT10N SPEC3FICATION T70CUMENTS CITY PROJEC'i' NO. i 03052 IZevised Iuty l, 2011 DO 6l 14 - 2 MAINT�i+lA1VCE BOND Page 2 af 3 � 2 NOW THEREFORE, t�e condikion of this obligaLia�, is. sucla tl�ai if Principal shall 3 ee�i�edy any defectsve Wor•k, for which timely notice was �rovided l�y City, to a completion 4 satisfactoiy to the City, the�� this obligation sllall become null and vaid; ot�e�•wise to retnain in 5 full force and effect. G 7 PROVIDED, HOWEVER, if Prialei�al shall fai! so to i•epair or reconst��uct airy tiinely 8 noticed defective Worl�, it is agreed that t1�e City m�y ca�.�se af�y and all sucl� defective Worlc to 9 b� repaired and/or reconstructed with all assaciated costs tliereof being Uorne by the Principal ar�d I 0 the Surety unde�• ihis Maintenance bQnd; and ll 12 PROVIDED FURTHER, that if any leg�l action be filed on tl�is Bond,. venue shall lie in I 3 Tarrarn County, Texas ar the United S�ates Dist�•ict Coui�t for tlie Northern District of 'Fexas, Foct 14 '�?�iorth Division; and IS I6 FROVIDED FURTHER, tl�at this oUligatinn shall be continuous in nature and 17 successi�e recoveries rnay be had hereon for successive breacl�es. 18 19 20 CITY OF FOiiT WDRTH DRAINAGE IMPRDVFMCIVTS FaR LEBOW CHANNEL AT 2$T° ST. STANDARD CONSTRUCTION SP�CIFIGATIC7N DOC1TiVEENTS G7TY PROJECT 1V0, 1 D3Q52 Kevised J�ly 1, �0 i 1 oabi iy-3 MAINTENANCE [301�1D Page 3 oE 3 1 IN WITNESS WHEREOF, the Principal and tlie Surery ha�e each SIGNED �nd SEALED tllis 2 instru�nent 6y duly authorized a�ents and of�cers on khis the 3rd day of Au�ust , 3 20 22 . 4 S 6 7 $ 9 10 91 12 13 14 15 I6 1'7 18 19 20 zx 22 23 24 zs 26 27 28 29 3a 31 32 33 34 35 3G 37 38 39 40 41 42 43 ATTEST: (P�incip 1} S retary Kay Barney � Witness as to Pri cipal Keri SparEcs ATTEST: [.�.�e� c�` C'u'-�-:.'c� (Sux�etyj Secretary Wesley W. rawling r �j .�. ��;� � a Wifies as to Surety Efizaheth Gray PRINCIPAL: Hum hre rtan C strUction Conip , Inc. ` � �f � . �. B Y � - - : • -- � �•�, . Signatr�re ; , _ , .1o�h R. Gill, Viee President Nau�e and Title Adtires5: 5136 Vesta Farle Road Port Worth, TX 7G119 SCTRETY: Hartford Fire Insurance Cam an BY:_ i ,;,6�_ _ _ --�_/� Signatu��e � Micl�ael A. Sweeney, Attoruey-in-Fact Na�ne and Title Address: 3OOQ Inteinet Blvd.., 5uite 600 �'risco, TX 75�34 Telephone Number: 46�-287-0246 *Note: If signed by an afficer of the Surety Company, there m�st k�e on file a certified extract froin the hy-laws sIiowing tlaat this persan has authority to sign such obligaiion, If Surety's ph�sicaj adda-ess is diffe�-enl fi�om its inailing address, both must he p��avideci. The date oithe bo�id shall not he prior to the date tl�e Contract is awarded. C1TY OF FOR7 WORTH DIiAINAGE 7MPROVEM�N'TS FQIZ LE$OW CF3ANNL•i. AT 28�" S7'. STANDAriD CONSTRLICTIpN $PECIFTCATION DOCl1MENT5 C[TY PROJECT NO. 103�52 Revised 7aly 1, 2Ul 1 IMPORTANT N�iIGE To ob�ain infarmation ar make a cflmplaint: You may contact your Agent. You may call The Hartford's Consumer Affairs tall- free telephone number for informatian or to make a comptaint at: 1 ��00-4� 1 �699�4 You may contact the Texas Department of lnsurance to obtain in#orrnation on companies, caverages, rights, or �omp[aints at: 1-�00-�a2�3439 Yau may write the Texas Department of Insurance: P.O. Box 149104 Austin, TX 78714-91a4 Fax: (512} 49D-1Q07 Web: www. rdf, texa�ov �-mait: ConsumerPratection@tdi. Cexas. �ov PR�M�UM OR C�.AIM D1SpUTES: Should you have a dispu�e concernin� your premium o� about a claim, you should contact the (a�ent) {company) (a�ent or fihe company) first. If the dispute is r�ot resalved, you may contact tf�e Texas Department of Insurance. AiTACW TWIS NO�IC� TO YOUR POLiCY: This notice is far information only and does not become a part or condition of the attached dacumeni. AVISO IMPORTANiE Para obtener informacion o para presenCar una queja: Usted puede comunicarse con su A�ente. lJsted puede llamar al numero de telefano gratuito de The Hartfard's Car�sumer Affairs para abtener informacion a para presentar u�a queja aL: 1-800-451-b944 Usted puede comunicarse can el Depariamento cie Seguros de Texas para abtener infarmacion sobre companias, coberturas, de�echos, o quejas al: 1-�00-2�2-3439 Usted puec�e escribir al Departamento de Seguros de Texas a: P.4. Box 149904 Austin, TX 78714-9104 Fa�c: ( 512 ) 494-10�7 Sitio web: www�tdi, texas. �ov E-maiL• ConsumerPrvtectiora@tdi.texas.�av DISPUTAS POR PRIMAS bg S�GUR05 O R�C�AMACIONES: Si tiene una disputa relacionada con su prima de seguro o con una reclamacion, usted debe comunicarse can (el a�ente} �la compania) (el a�ente o �a compania) pr�mero. Si la disputa n� es resueEta, usted puede comunicarse can el Departamento de Se�uros de Texas. ADJUNT� �STE AVESO A SU POLI�A: Este a�iso es solamente para propositos informativos y no se cQnvierte en parte o�n candicion del documento adjunto. � 20i8 by The Ma�!lord. Cl&ssrficatinn: fnlemally Conf+olfed. AG Aghfs reservetl. fJo pa�t of [his tlaeumeM may 6e �repmducetl, puDAshed or used wi��ou� fhe pe+mission of 7he Nerlford Drrecf lnquiries/Claims to: �� W W�� 1 � JL�� ToE H� � a PiORD Hartford, Connecticut 06155 ca!!: 888-266-3488 or fax: 860-757-5835 KNOW ALL P�RSOhIS BY 7NE5E PRES�NTS THAT: Agency Code: 46-501533 XD Hartford �ire Insurance Company, a corparation duly organized under die laws ofthe State of Coruieclicut XD HartFord Casualky Insurance Company, a corporation duiy organized under flie ]aws of die State of Incliana � Hartford Accident and Indemnity Company, a coiporation duly organizecl uneier the larvs oi' lhe Stafie of CovnecYicut � Hartford Underwriters insurance Company, a coi�poration duly organized under tlie laws of klie Slale of CoxitrecUcut � Twin City Fire lnsliranCe Company, a corporation duly organized under the laws of lhe State of Indiana � HartFord Insuranee Company of 1[linois, a corparation duly oz•ganized u»der tl�e laws oftlie State oflllinois � H8r'tfnt`d Insurance CompBny of the Midwest, a corparation duly organized under fhe lavvs of the St�te af India�a 0 HartFord Insurance Carnpany af the Southeast, a corporatiou duty organized under the laws ofthe State nfFlorida having fheir home office in Hartford, Connecticut, (hereinafter collectively ref�rred to as the °Companies") do hereby make, constitute and appvint, up to the amount of u�firrrited: Charles D. Sweeney, Ky�e W. Sweeney, Michael A. Sweeney, Bobhy E. Mayo, Elizabeth Gray of Ft Worth, TX their true and lawful Attorney(s)-in-Fact, each in their separake capacity if more than one is named above, to sign its name as sur�ty(ies) only as de[ineated above by �, and to execute, seal and acknowEedge any and all bonds, undertakings, contracts and other written instruments in the naiure th�reof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of conkracts and executing or guaranfeeing bnnds and undertakings req.uired or permikted in any actions or proceedings allowed by law. In Witness Whereaf, and as aufhorized by a Resolution of the Board of Directors of the Companies on .fanuary 22, 2004 the Companies have caused these presents to be signed by its Assisfant Vice President and its corporafe seals ta be h�reto affixed, duly attesfed by its Assistani 5ecretary. Further, pursuant to Resolution of ihe Baard of Directors of the Com�anies, the Companies hereby �nambiguously af#irrn ihat tY�ey are and will be bound 6y any meohanically applied signatures applied to this Power of Attorney. � � {� *�lyt�w �r e�,�. ,�y "`,�. �' 4 �d6 *t �''� �v; � 4 ti`�Lofr�Mffe•�y a b0#p' rsi`�°�� "�.*�"'""�`p'',_ _F �,to��v *� � i � �— ;c' 'C ,�►�p �4 � ' $ �, �aa$ �+� j � ++arsnl� %}:; i,19 i � a r ; F; j 7 $ � ~ �G 7 79 � a �3 '� � �=r '� '� P • �� *r`ra�� f • JLt f 4 �-a�:�:r� �'��' iy'pc�..i`1 s '�",�,' u�vt'S �i � H v a f�� - �'y4� . � � Wesley W. Gow4ing, Assistant 5ecretary ST,4TE OF COMNECTICUT � ��, Hartford GOUMTY 4F HAR7KORD M. Ross Fisher, Assistant Vice President On this 3rd day of March, 2008, before me persanally came M. Ross Fisher, to me known, who being by me duly sworn, did depose and say: that he resfdes in fhe County of Hartford, State of Conneoticut; that he is the Assistant Vice President of the Companies, the corporations described in and which executed the above instrument; that he knows the seals of the said corporations; khat the seals affixed ta the said insirument are such corporate seals; that they were so affixed by authority af the Boards of Directors of said corporations and that he signed his name thereto by like autharity. "�WR� ,�c.�n`�� ' �� * Scolt E. Paseka Notary Public CERTIFICATE 1v1y Commissinn Expires October 31, 20] 2 I, the undersigned, Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above and forego�ng is a true and correct copy o# the Power of Attorney executed by said Companies, which is still in full force effective as of August 3, 2022 . 5igned and seaied at fhe City of Hartford. �YrrrM, �yauarr, i, ��atrs._+J � �. �""'�,� q�h� �� b+�149ail��eie�f s �� _y'��+p �� eel�y_� � a �� i l8B4 .� � r '��¢-}.9% • ,�u:'o i o- ,�� '�u - �'�ranntitv��„ � �a61dt1► � 5^- l9T4 C= ;.3 tA74 ..� r� �.:� . •4 � �� , ��` � '.$`�'••..., �474 �. . + �� ...�:� • �a:j,._��1M1" `4^av, �+A��•..w�� • '�,,•r• �u�9it �i�u��' ��-�Zr.. � r � ; t � ' � ��, � ��_,__......�..,_. Gary W. Stumper, AssisEank Vice President STAI�DARI� �El�ER.AL CO1�ID�['I'IO1�TS OF THE C01�STRU�T��1�1 CO�ITRACT CITY OF FORT WORTFI BRAINAGE IMPROVEMENTS FOR F,EBOW CHANNEL AT 2RTH ST. STANDARI7CONSTRUCTION SPECIPiCATlOiJ DQCifMENTS CETYPRp,lECT[+fp, 103052 Revisian: 8R3f1�12! sT�� G�� Co�ITroNs oF � CONSTRUCTION C4NTRACT TABLE OF CONTEI�TS Page Article 1— De£'initions and Terminology .......................................................................................................... I 1.01 Defined Terms............._..-•-� ...........................................................................................................1 1.02 Terminolo�y ...............................................................................................................�.---•�-------.....6 Article2 — �'reliminary Ma�fers ..... ..... ........ ................ ........ ....... . .......... . .... .... .... . ... .... .... ..... ..... ..... ........... ... ....... 7 2.01 Capies of Doeunr�er�ts ...................................................................... , .....,....,...............................7 2.02 Commencement ofr ContxactTime; Notice tn Prnceed ................................................................ 7 2.03 Startirig tihe Work,...,... .................................................................................................................. 8 2.Q4 Before Startmg Construction ...................................�---�................................................................ 8 2.05 Preconstructifln Canference .......................................................................................................... 8 2.06 Public Meeting .............................................................................................................................8 2.07 Initial Acc�ptance of Schedules ................. .................................................................................. S Article �— Cantract Doclunents: Intent, Amending, Reuse ............................................................................ S 3 . O I In.tent.. . .. . .. . . . .... _ .. . .. . . ... .... .. .. . ... .. .. . .. . .... ... ... .. . ... .... .... .... . .. . .. .. . .. . ....... . .. .- - -- ... .. . ... .. .. ... ... ... .. .. . ..... .. ... . .. . 8 3.02 Reference Stanclazds ...................................................................................................................... � 3.03 Reparting and Resolving Discrepaneies .......................................................................................9 3.0�} Amend'uig and Supplementing ContractDacuments .................................................................10 3.05 Reuse ofDocuments ...................................................................................................................10 3.06 Electro:n�c Data......-•---• ................................................................................................................ 11 Artiele 4— Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditi�ns; Reference Points ........................................................................................................... 11 4.O I Availabai�.� y af Lands ............... .............. .......... .............................. .................. ...........................11 4.02 Subsurface and Physical Conditions ..........................................................................................12 �.03 Differing Subsurface or Playsical Conditions ...........................................................................,.12 4.0� L7nderground Facilities ...............................................................................................................13 4.Q5 Reference Points .........................................................................................................................14 4.06 Hazardaus En�ironz�nental Condition at Site .............. ,... ,................... ........................... .............14 Article 5— Bonds and InsUrance ..................................................................................................... ---------------- 5.01 Licez�ed Sureties and�ns�.uers ...................................................................................................16 5.02 Performance, �ayment, and Maintenanee Boncls ....................................................................... 16 5.03 Certificates of Ins�raaa.ce .............................................................................................................16 5.04 Contractor's Insuranee ................................................................................................................1$ 5.05 Aceeptance ofBonds and Insurance; Option ta Replace ...........................................................19 Article 6 — Contracta�•'s Respans�iIities ........................................................................................................19 6.01 Superv�sion and Superintendence....---• .......................................................................................19 C[TY OF FbRT WORTH DRATt�fACrH IMPROVEII�FENTS FOR LEBOW C�iANNEL AT 2RTH ST. STAN�ARDCONSTRUCTIOhf SPGC[FICAT[pN DOCiIMENTS CL'f`YPR07ECTN0. L03U52 Reuision: 8/i31�021 6.02 b.03 b.04 6.Q5 6.a6 6.07 5.D8 6.09 �. IQ 6.11 6.12 6.13 6.19 6.15 b.16 6.17 6.18 6.19 6.20 b.21 6.22 6.23 6.24 Labor; Workis�g HQurs ................................................................................................................20 Services, Materials, and Equipment ...........................................................................................20 ProjectSchedule .......................................................................................................................... 21 Substiiutes and "Or-Equals" ....................................................................................................... 21 Concerning Subcontraciors, Suppliers, and Oihers ....................................................................24 WageRates .................................................................................................................................. 25 PatentFeesandRoyalties ...........................................................................................................26 Pernutsand U�ies ....................................................................................................................27 Lawsand Regulatior�s ................................................................................................................. 27 Taxes...........................................................................................................................................28 Use of Site and Other Areas ......................................................�-•---------•-�-•----....._......................2$ RecordDocurrtents . ... ................................................................ ................ .......... ............. ........... 29 Safety and Protectian ............................................................................................................. ..... 2 SafetyRepresentative .................................................................................................................. 34 Hazard Camrrnmication Programs .................................................... Emergencies andlor Rectification ...............................................................................................3a Submittals....... ........ .... .... . ... .... ... ..... .... .... ... . .... .... .... . .. ..... .... .... .... .... ........ . ... .................. ... ....... ..... 31 Contim�uimg xhe Work...._......-•-----••---••--• ........................................................................... ....32 Contractor's Genezal Wazxanty and Guaxantee ..........................................................................32 Indernnification................................................................................................•--•--.._................33 Delegation of P�ofessional Design Services ..............................................................................3� Rightto Audit .................................•----........................................................................................34 Nondiscrunination...... .... .... . ... .......................... . ... .......................................................... ............. 35 Artic�e 7- Other �Vork at the Site ...................................................................................................................35 7.01 Related Work at Site .................. .................................................................................................35 7.02 Coordix�ation ................................................................................................................................36 Artic�e 8 - Ciry's Responsibilities ......................................................................................•---......_...._..........._.3b 8,01 Communications to Contt'actor ...................................................................................................3b 5.02 �`u�rnish Data ................................................................................................................................36 8.03 Pay ViJhen Due ............................................................................................................................ 3fi 8.04 I,ands and Easernents; Reports and Tests ....................................................................., .............36 8.05 Change Orders ............................................................................................................................. 36 8.06 Inspections, Tests,andApprovals ..............................................................................................36 8.07 Li�tatioz�s an City's Responsi�ilities ....................................................................................... 37 8.08 Unclisclosed Hazardous Environmental Cond'ztion ....................................................................37 8.fl9 C�mpliance with Safery Program ...............................................................................................37 Article 9- City's Obsen+at�ion Status During Construction ........................................................................... 37 9.01 G1ty's Pro�ectManager ............................................................................................................37 9.02 V�sit� to Site .......................................................................................................... ...., 37 9.03 Authorized Variatio�s in Work ................................._........_....................................................... 38 9.D4 Rejecting Defective Work ..........................................................................................................38 9.05 Determinations for Work Performed........... ...............................................................................38 9.4f Decisions on Requiremenis of Contract Docifinents and Acceptab�ity of Work .....................38 CITY OF I'ORT WORTH Dl�1INAGE IMPIZOVEMENTS FOit LEBOW CHANNEL AT 2RTI3 5T. STAM]ARDCONSTRUCTION �PECICICATIflN DOCLIMENT'S CITYPROIECT�l0.103Q52 Revision: 8�19CL021 Articie 10 - Cl�anges in the Wozk; C�auns; Extra Wnrk ................................................................................38 10.01 Authorized Claaz�ges in the Work ...............................................................................................38 1�.02 i7nau�iorized Changes in the Work ...........................................................................................39 10.03 Executian of Change Orders .......................................................................................................39 i0.04 Extra Wor�C ............................................................................................................................�.....39 10.05 Not�"ication to Su�ety ............ .. ..................................................................................................39 10.06 Contract Clauns Process .......................................................................................... .. 40 ................. Artiicle 11 - Cost of t1�e Work; Allawances; Unit Price Work; Plans Quanti�y Measurement ......................41 11.01 Cost af the Wark ..........................................................................................................•---...........41 11.02 Allowances ..................................................................................................................................43 11.03 Llnit Priee Work ..........................................................................................................................44 1.1.04 Plaris Quantity Measurement ......................................................................................................45 Artiele 12 - Change of Contract �ri.ce; Chang� of Contract Time ................................................................. 46 12.01 Change of Contract Price ............................................................................................................46 12.42 Change df Contract Time ........ ......................................... ........................... ................................ 47 12.03 Delays,....... ...............................................................................---......_..,......._..............................47 Article 13 - Tests andIr�,spections; Correciion, Removal or Acceptance ofDefectiv� Work ...................... �48 13.01 Notice ofDefee�s ........................................................................................................................48 13.02 Access to Work ............................................................................�-•-------...,..._.............................48 13.a3 Tests and Inspections ..........................................................,.......................................................48 13.D4 Uncovering VUork ........................................................................................................................49 13.05 Ciry May Stop the Wor1� .............................................................................................................49 13.06 Correctian orRemoval ofDafective Work ................................................................................5� 13.07 Correctaon P �riod ................ . ........................................................... ..... ....................................... 50 13.08 Acceptan.ce ofDefecti�e Work ...................................................................................................51 13.09 City May Correci Defective Work .............................................................................................51 Article I4 -�'ayments ta Contractar and Completion ....................................................................................52 14.OI Schedule ofValues ..............................................................................---..,..-------............_............52 14.02 Progress Paymen.ts ...................................................................................................................... 52 14.03 Contractor's Warranty of Title ................................................................................................... S�4 14,44 Parti�lUtilization ........................................................................................................................55 14.05 Final Inspection ...........................................................................................................................55 14.06 Final Acceptance ................................................................................................,........................55 14. 07 Final P ayment . . ... .... ........ .... .... ... ..... . ... ........ ..... ....... ......... ..... ... ........ ....... .... .... .... .... .............. ... .... Sb I4.48 Final Compleiion Delayed and Partial Retainage Release ........................................................ 56 14.09 Waiver of Clattxis ........................................................................................................................ 57 Article I S- Suspension of Work and Termination ........................................................................................ 57 15.01 City May Suspend Wor� .............................................................................................................57 15.02 Czty May Terrninate �or Cause ................................................................................................... 58 15.03 City May Terminate �'or Convenience ...........................................................----..._.....................60 Article16 - Dispute Resol�rtion ......................................................................................................................6I 16.01 Methods and Procedures .............................................................................................................61 C1TY Q� FORT WORTH DRA]NAGE IMPAQVEMENPS F�R I.EBQW CHANNEL AT 2RTH ST. STANE3ARDCONSTRUGTION SPECEF[CA.1'IqN DOCLIMEN'I'S CITYPRO.TECTNO.1Q3Q52 Revision: Sfl3TIO2f Article17 —Mi�cellaneous ..............................................................................................................................62 17.01 Givu�g Na�.ce ..............................................................................................................................62 17.02 Computa.tion afTimes ................................................................................................................62 17.03 Curnulati�e Remedies ......................................................---..............._........................................62 I 7. C}4 Survival of Obligations ................................................................ ............................................... 63 17.05 Headings ..............................................................................................................................•,......63 CTTY QF FORT WORTf� DRAINAGE IMPROVEMENTS FOR LEBOW CI-IAiVN�t AT 2RT13 5T. 3TANDARACONSTRUCTEON SPiCIrICATION DOCLIMEATTS C]TY PRO.TECTNO, 103052 Revfsion: 82'i2�21 ao �2 00 - i GENERAL CONO ITION S P age 2 of 63 12. C�iarage Order A dacnment, wlueh is prepared and appraved by the CitSr, which is signe�l by Contractor and City and aut�o:rizes an addztion, de�etian, �r revision in the Wark or a� adjustment in the Contract Price or the Contxa.ct Time, issued an or after the E�'fective Date o#� t1�e Agreement. 13. Ciiy— The City of Fort Worth, Texas, a home-rule rnunicipal corporatzan, authorized and chartered undex the Texas State �tatutes, acting by its governing body ti�rough its City Manager, his designee, or agents authorized under his behalf, each of v�rhich is required by Cha.rter to perform specific d�xties wi�i respansibility for final enforcer�ent of the contracts involving tne City of �'ort Worth is by Charter vested in the Ciry Manager and is the entity with whom Cantractar has entexed into the Agreement and for whom ihe Work is io be performed. 14. City Attorney — The afficially appointed City Attorney of the City of Fort Warth, Texas, nr his duly authorzzed �epresentat�ve. 15. Ci1y Council - The duly elected and qualif'ied go�erning body of the Ciiy of Fort Worth, Texas. I6. City 1V.fanager — T�e officially appointed and authorized City Manager of the City o£ �`ort Worth, Texas, or his duly authorized representa.tive. 17. Contract Claim--A demand ox assertion by City ar Contractor seeking an adjustment of Contract Price or Contract Time, or both, arr othex relzef wrth respect to the ter�ns of the Contract. A demand for mon�y ar services by a third party is not a Cont�ract Claim. 18. Contraet The en.t�re and iniegrated wri�ten dacument between the City and Contractar concerning the Work. The Contract contazns the A�'eement anci a11 Cont�•act Dacuments and supersedes prior negotiations, representations, ar agreements, whether t�vritten or oraL 19. ContractDocuments Those items so designated 'm the Ageement. All rtems listed ir� t1�e Agreement are Cont�act Dacur�ents. Approved Submittals, other Caniractor subznittals, and the reports and drawiugs of subsurface and physical conditions are not Contract Docurnents. 20. Conlract Price The moneys payable by City to Contraetor for completion of the Wor�C m accordance with the Can�ract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case af Uzut Price Work). 21. Cantract 7'ime The number of days or the dates stated in the Agreement to: (i} achieve Milestones, i.f any and {ii} comple�e the Work so that it is ready for Fit�al Acceptaz�.ce. 22. ContractoN The individual ox entity wi� whom Ciry has er�tereci into the Agreement. 23. Cost of the Work---See Paragraph 11.01 of these General Conditions for d�finitian. CPI'Y OF FORT WORTH DRAl1�AGB TMPROVEMENTS FOR LEBOW CIiANNEL AT 2RTH 5T. STAN77ARDCONSTRUCTION SPCCICICATION DOCiIMENTS CITYPitOJECTNC}.103a52 Revision: &23f111�1 ao�zoo-� GEN�RAL CAND ITION S Page 3 of 63 24. Damuge Claims -- A demand for money or services arising from the Project or Site from a th�d party, City or Cnn�ractor exclusive �f a Contract Clavn. 25. Day or day— A day, unless otherwise defined, shall �nean a Calendar Day. 26. Director af Aviation — The officially appainted Director of the Av�tion Departzn.ent of the City of Fori Worth, Texas, or his duly app�inted representat"rve, assistant, or agents. 27. Director of Parks and Community S'ervices — The �fficially appainted Dieector af the Par� and Community Sezvices Department of the City of Fort Worth, Texas, or his duly appoiute d representative, as�istant, or agents. 28. Director of Planningund Development— The offieially appointed Director of the Planning a�d Developrnent Department of the City of Fo�t Wo�, Texas, or his duly appa'va.ted representative, assistant, or agents. 29. Director of Transpartation Public Works -- The off`icia.Ily appointed Directar of the Transportation Public Works Depariment af the City of Fort �Iarth, Te�s, or his duly appoir�ted representa.tive, ass�stant, or agents. 30. Dii�ector of Wa1er Departmeni — The officially appointed Directar of the �Iater Department of t�e City of Fori Worth, T�xas, or his duly appainted representative, assistant, or agents. 31. Drawings—Tha� part of the Contract Documents prepared or approved by Engmeer �vhich graphica�ly shows tY►e scope, extent, and character af the Wark to be performed by Contraetar. Subtxu.ttals are not Drawit�gs as so defz�ed. 32, EffectiveDate af the Agreement—The date indicated in the Agreement on which it b�carnes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 33. EngineeN The licansed pro�essional enginear or engineering firm reg�stered in the 5taie of T��s perfarnvng professianal services for the Ciry. 34. Ex1ra Work — Additional wark made necessary by changes or alteratians of the Contract Dacurnents or of quantities ox �or othex reasons fox wbich no prices are provi.ded in the Cantract Docum�nts. E�tra work shall be pari of the Work. 3S. Field Order—A writtez� order issued by City which requires changes m the Wark but which does not i�volve a c}aan.ge in tk�e Con�ract P�ice, Con.i7ract Tznae, ox the iu�tent of the Engineer. Fie1d Orders are paid from Field Order A1lowances incoiparated into the Con�ract by funded work iype at the tim� o� award 3�. Final .�(cceptance — The wriL�en notice given by the City io the Contractor that the Work specif"ied v�a the Contract Documents has bee� coxxipleted to the satisfact�an of the Gity. � CiTY OF FORT WORTH L}kAIIVACr�. TMPROV�IENT$ FOTt LBBOW C�IANNEC. AT 28TH ST. STANDARDCOIVSTRUCTION SE'EClF[CATIOtJ ]7dCUME1VT5 CITYFBq7ECTNQ. iD3D52 Revision: 8rii1�021 oo�zoo-i GEN�RAL CON�ITION S Page 4 a£ 63 37. Final Inspection — Inspection carried out by the City to verify ihat the Con�ractor has campl�tad �-ie Work, and each and every part or appurtenar�ce thereof, �ully, entirely, and m conformance with the Contract Documents. 3$. GeneYalRequirements—Sections ofDivision 1 of the ContractDocu�rxents. 39. Hazardou,s Envfronrnentr�l Condition—The pz�esence at f,he Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Rad'aoactive Material, or other materials m such quantities or circum.stances t.�at may preseni a substantial danger to persons or property exposed thereto. 40. Haza�dous Waste Hazardaus waste is de�'med as any solid waste listed as hazardous or possasses one ar mare hazardous characteristics as defined in the federal waste regulations, as arnended frnrn tirne to time. 41. Laws rrrad Regulations Any and all applicable �aws, r�ales, regulations, ardinances, cades, arid orders af a�.y azzd all governmental botlies, agencies, authorities, and courts h.aving jurisdiction. 42. Liens�harges, security interests, or eneumbrances upon Project funds, real property, ar personal property. 43. Major Ite� — An Iten:� o£ work included in the Contract Documents that has a total cost equal ta or greater than 5% of the origiaal Contract Price or $25,000 whichever is l�ss. �44, Milestone A principal event specif'ied in the ConixactDocu�nents relatmg to an interntediate Contract Time prior to Fina1 Acceptance ofthe Wor�c. 45. Notice of Award The written notice by City to the Successful Bidder siating that upon timei� compliance by the Successfiil Bzddex with the conditions preced�nt listed therein, City will sign and deliver the Agreement. 46. Natice io .F'roceed A wri�en not�ce given by City to Contractor fixing the da�e on which the Contract Titne wi� con:am.ence to xuti and on which Contractor shaIl start to perform the Waxk specif'ied in Contract Documents. 47. PCBs—Polqchlorinated biphenyls. 48. Petroleurr�Petroleum, iz�.cluding crude oil or any fraction thereof �hich is liquid at standard canditions of temperature and pressure {60 degrees Fal�enheit and 14.7 pounds per square inch absolute), such as oil, petroleurn, fitel oil, oil shtdge, a�l refuse, gasoline, kerasene, and oil rnixed with other non-Hazardous Waste and crude oils. 49. Plans — See de%artian of Drawings. CI'['Y �F FORT WDR'1'H DRAII+TAGE IMPROVEMEt�`i'S FOR LESQW CIIANNEL AT 2RTS 3T. SrANi}ARDCONSTRUCTiON SPHCIFICATIQN DQCj.1MENTS CiTYPRO7BCTND.103052 Rcvision: 81131�1 0072Otl-f GE�JERAL CQNDITION 5 Page 1 of 63 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.0] Defined Terms A. Whereverusedvn these Genetal Conditions dr in oiher Con�ractDocuments, the terms l�sted below have the rneanings indicated which are applicable to both t11e singul�r and plural thereof, and words denoting gender shall include the masculine, feminine and �euter. Said terzns are generally capita.liz�d or written in italics, but not always. When used in a cantext consistent with the deiuution of a listed defizxed term, the term shall have a rneaning as defin�d l�elow whether capitalized or itaficized or otherwise. zn addition to terms specifica�Iy defined, terms with initial capital letters in the Contract Documents 'snclude references to ident�fied articles and paragraphs, and the titles of other documents or farrns. I. Adde�da �G'ri�ten ar graphic instrumen.ts issued prior to the opening af Bids which clarify, correct, or �hange the Biciding Requirements or tixe propased Contract Documents. 2. Agreement The writ�en inst�'ument which is evideuce of the agreement between City and Contractar cover�g the Work. 3. App7ication for Paynzent—The fozxin. ace�ptable �a City which i� t� be used by Contractor during the course of the Work in requestuig progre5s ox £'m�al payments and which is to be accompanied by such supparting documentation as �s required by the Contract Dacuments. 4. Asbestos Any material that conta�s more than one percent asbestos and as friable or is releasing asbestos fibers �nto the air above current action levels estabirshed by the United States Occupatianal Safety and Health. Ad�inistratian. 5. Award — Authorization by thc City Council for the City to enter mto an Agreeznent. 6. Bid—The offer ox proposal of a Bidder submitted on the prescr�bed foi7n setting farth the prices for the Wark to be per�orzned. 7. Bidder—The individual or eniity who sub�nits a Bid directly to Czky. S. Bidding Documents—The Biddmg Requirements and the proposed Contract Docurraen.ts {including al� Addenda). 9. Bidding Requirements—The advertisement or Invitatian to Bid, Inst�ctions ta Bidders, Bid securiiy of accepta6le fo�, i� an�r, and th� Bid Farm with any supplements. 10. Business Day — A bu5iness day is defined as a day that the City conducts nortnal business, generally Monday throu�.h Fxiday, except for federal oz state halidays abserved by the City. I 1. Calendar Day —A day consisting of 24 hours ineasured firorn mid�ight to the nex� midnight. CITY OF FORT WORi'H DRAINAGE Il+dPROVEMEN'TS POIt LEBOW CHANNSL AT 28TH ST. STA.NDARDCONSTROCT30�' SPBC[F[CATION BOCUMENTS CITYPR07ECT1VD.1Q3052 Revision: S/73r"1021 00 �2 00 - � G�NERAL. CONp ITi�N S Page 5 of 63 5�. Projeci Schedule—A scheciule, grepared and mai�tained by Cont�actor, in accardance with the General Requiremants, describing the sequence and duz�atio� af the activities comprising the Contractor's plasi to accamplish the Work within the Contract Tir�ae. 51. Project—The Wo�kta be �aerformed under the C.ontract Docutnents. 52. Project 1'Vlanager—The authoriz�d represen.tative o� t}�e City vvho will be assigned to the Site. 53. Public Meeting — An announced meet�g conducted by the City to facilitate public participatio.n and to assist the public in gaining an informed view of the Project. 54. Radioczctive Material—Source, special nuelear, or byprodu.ct maierial as defined by ihe Atomic Energy Act of 1954 (42 USC SEction 2011 et seq.) as amended from time to t'vme. 5S. R�gular Working Hours — Hours beg�ning at 7:00 a.rn. and ending at 6:00 p.m., Monday thz-� Fziday (excluding legal holidays). 56. Sarrtples Physieal examples of materials, equipanent, or workmanshi�a that are represeatative of some portion of �he Work and which establish t11e standards by which such portio� of tl�e Wark w�1 be j�dged. S7. �'chedule of Subnzittals—A schedttle, prepaxed and maintained by Contractor, of requ�ed sul�mittals and the time requ'vrements to support scI�eduled perfozmance af relaied construciio� activities. 58. Schedule of Values—A schedule, prepared and maintained by Contractor, allacating portions of the Contract Price to various portiozas of tk�e Wark and used as the basis for reviewing Coniractor's Applications for Payment. 59. ,SiLe—Lands or areas mdicated m the Contract Documents as being ftat'nished by City upon which the Wor�C i� to be performed, including rights-o� way, pernuts, and easements for access thereto, and such oiher lands fin-n.ished by City wl�ich are desigz�,ted f'or tbe use of Contractor. 60. 5pecificatio�� Thai part of the Contract Docurnents corxsisti�z�g of written requirezxients for materials, equipment, systems, standards and wnrlcmanship as applied to the Wark, and certain adtYunistrative requu•ements and procedural znatters app�icabJ� thereto, Specifications rr�y be speci�cally made a part of the Contrac# Docunnents by attachment or, if nat attache�, may be incorporated by reference as mdicatad in the Tab1� of Contents (Division 00 00 00} af each Project. 61. SLibcantracior=An it�dzvidual or entity having a direct eantraci wiih Contractor or with any o�her Sulxont�actor for the performance of a part of the Work at the Site. CI'CY (3T' Pb12T WORTH DR.AAVAGH fMPRpVEMENTS FOR L�BOW CHANIVEL AT 2RrH ST. 5TANDARDCONSTRUCTION SPEC[RiCAT[ON DOCUMENTS CI'I`�'PR07ECTNQ.Ia3052 Revision: S/1�2D2! oo�zoo-i GENERAL CANbI710N 5 P age b uf 63 b2. SubmiZtcxls—AlI drawings, diagrazxis, illustrations, schedules, and other data or in�ormation which are specif'�cally prepared or assembled by or for Cont�ractar a�d submitted by Contractar to illustrate some portion of th� Work. 63, Substan�ial Cornpletian — The stage in the progress of the Project when the Work is suff'icient�y eomplete in accoxdance wi�tli the Contract Docurnents �'or Final Inspection. 64. Successf�l Bidcier The Bidder subrnitting the lowest and most responsive Bid to whom City mal�es an Award. 65, Superintendent— The representative of the Contractor who is available at all times and able to recei�e inst�ruetio�vs from the Ciry and to act for tl�e Cantractor. b6. Supplementary Conditians—That part of' the Contract Documents which aznends or su�plements these General Condition,�. 67. Supplier A manufactvrer, fabricator, suppliex, distr�utor, materialman, or vendor l�aving a direct contract with Contractor ar with any Subcontractor ta fumish nnaterial� oz eqtiupment to be incorporated in the Work by Cantractor or Subcont�actor. 68. Uncierground F�cilities—A!1 un.derground pi�aelmes, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasem��s cantainitmg such facilities, inclutdmg but not l�mited to, those tk�at eonvey electricity, gases, steam, liquid petroleum praducts, telephone or other communicatioz�s, cable television, water, wastewater, storrn water, other liquids or eherr�cals, or traffic or other control systerr�s. 69 Unit Price Work--See Paragraph 11..03 of these General Cond'ztions for defmition. 70. Weeke,�d WarkingHours—Hours beginning at 9:00 a.m. and ending at 5:00 p.rn., Saturday, Sunday or legal �oliday, as approved in advance by the City. 71. T�ork—The entire construction or the various separately identif'�b1e parts th�reof required to be provided under the Contract Documents. Wark includes anri rs the resuit of pert'ornvng or pxo�iding all labor, s�rvices, and documentation necessary to produce such constructioa mcluding any Change Order or Fie1d Order, and furnishing, installing, and incoc-porating all materials and equipment 3n.to such construciion, aIl as requir�d by t�ie Cont�aet Documents. 72. WorkingDay — A worlarag day is defined as a day, not includ'uag Saturdays, Sunciays, or legal �olidays authorized by the City %r contract purposes, in whicb weather ar ather conditions not under the control of the Contractoz will permit the perforn�ance of the �rincipal unit of work underway for a continuaus period of not less tha.n '1 hours between 7 a.m. and 6 p.rn. I.02 T'erminology A. The wards and texz�ns discussed � Paragraph 1.02.B through E are nat defined but, when used az�. the Brdding Requirements or Contract Documents, have the indicated meaning. B. Intent af Certain Term,r orAdjectives: CITY OF FORT WORTH p�.AINAGE IMPRpVII��NTS FOR LEBOW CHANNEL AT 2RTIi ST. STANDARDCONSTRUCTION SAECIFICATION DOCUMENTS CITYPROJECTNQ.lU3052 Revision: 823/2021 407200-1 ��vERa�co�uoiriaNs Page 7 of 63 1, Th.e Co�atract Documer�ts include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of 3r�e effect or izxi.poxt to authorize an exercise of judg�ent by City. In addition, th� adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactary," or ad3ectives of l�e ef%ct or irnport arc used to descnbe an action or determination of Ciry as to the Work, It is intended that such exercise of pro%ssinnal judgment, action, or determmation wili be solely to evaluate, in genera�, the Work fox campliance with t�e infarrnation in th� Contract Documents and r�ith the design cancept of �lae Project as a functionmg whole as shown ar indicated in �he Contraci Docutnents (unless there is a specif"zc stater�aent iz�d:icating othexwise). C. Defective: 1. The word "defective," vvhen modifying the word "Work," refers to Work that is vnsatisfactazy, faulty, or deficzent in t�at it: a. doe� not cflz�foru� to tl�e Contract Dacuments; or b, �1oes not meet the requirements of any applrcahle inspection, reference standard, test, or approval referred to m the Contract Documents; or c. has been damaged pxiaz' to City's written acce�tan�e. D. Ftt�ish, Iresiall, Per�'orm, Provide: 1. The word "Furnish" or the word "Install" or the ward `�erforr�a" ar the word `�ravide" or the word "Supply," or any cambinatiion or sit�iilar directi�ve ar usage thereof, sha�l �ean furnishing and incorparating in the Work including all necessary labor, materials, equipment, and e�verything necessary ta perform the Wor� in.dieated, unless specifically limited in the cflntext used. E. Unless stated otherwise m t1�e Con�rac� Doeuments, words ar p]srases that hawe a well-�rnowt� teehnical or constructian i�dustry ar trade mear�ng are used in the Contract Doc�tments in accordance with such recagn�zed meanir�g. A.RTXCLE 2 — PRELIMINARY MATTERS 2.01 2.02 Copies of Documents City shall f�rnish to Cantractor one {1} original executed copy az�d one {1) electroni� capy �f the Cantracf Documents, and four (4) additional copies of ihe Drawings. Additional co.pies �vill be fu�-nished upan request at #�e cost of reproductian. Co�mencementof Cont�acl Tfine; Natice to PYoceeci The Conixact Time vc��1 commence to run on �he day ivadicated zn the No�ice to Proceed A Naiice to Proceedmaybe given no earlier than 14 days afterthe Effective Date ofthe Ageement,unless agreed to by both pazties in wrzting. C1 {'Y OF PORT WORTH I?$AINAGE IMPROVEIviEN'T� FOR LEBOW CHANi�fEL RT 2RTFi ST. STANllARDCONSTAUCTION 3PECIF[CATION DOCiiMENTS CITY PRO]ECT N0. 103052 Revisian: 8fl_3f10Z1 QD72U0-I G�NERAL CAND ITION S Page 8 of 63 2.03 �� 2.05 2.06 2.07 St(1PiliZ�, tl1@ WOt"IC Contractor shail sta�t to perform the W�rk on the date when the Gontract '1'ime commer�ces to run. No Work shaIl be dane at the Site prior to the date on which the Contract Time cammenees to run. Befare Starting Con,struction Baseline Se�iedules: 5ubmii in accordance with the Contract Dacurnents, and prior ta starting the Work. Preconstructian Conference Before any Wark at the Site is started, the Contractor shall attend a Preconstruction Conference as specif'ied in the Contract Documents. Public Meeting Gontractor may not m�obil�e any equipment, mater�als or resources to the �ite prior to Cont�actor attending the Pub�ic Meeting as scheduled �y the City. Initial Acceptance of Sched�les No progress payment 5hall �e made to Contractnr uniil acceptable schedules are submitted to City in accordance withthe Schedule Specif'�ca�ion as provided 'm the Con�ractDacuments. ARTXCLE 3— CONTRACT DOC[TMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Dacuznents are complementary; what is required b� one �s as binding as if required by all. B. Zt is tl�e mtent of the Contract Documents to descr�be a funatao�aaJly complete praject {or part therea� to be co�astructed in accordance with the Cant�•act Documents. Any labo7r, docut�ent,�tion, services, materials, or-equip�nnent t.�a:t reasana.bly may be inf'erred frorn the Contract Documents or from preva�g custom or �rade usage as bein� requ�ed to produce th� indicated result vvill be pro�ided whether or nat spec�cally called for, at no additional cost to City. C. Clarifications and izate�pretations of the Contract Documen�s shall be issued by City. D. T'he Spec�ications rnay �+arysn form, foz-rzaat and style_ Some Specification sections rnay be written im vazying deg�rees of streamlin�d or declarative style a�d some sections may be relatively narrative by cam}�arison. Omission of such wards and phrases as `�he Contractox shaIl," "in C017�OiYTll� Wlt�l," "aS S�lOWIi," OY "SS S��C1�1�(�" are intentional in streamlined sectiozzs, Ornitted words andphrases s�a1� be supplied by inferencc. Similar types ofprovisions tnay appear in vazious parts af a section or articles `uithin a part d.epending on �e farmat af ihe CITY OF FOLtT WQRTH BR.AINACFE IMPROVFMEhIT5 F(�R LEBOW CHANNEL AT' 28TH ST. STAIV�ARDCONSTRUCTION SPECIFICATIdN DOCiIMENTS CITYPRq7ECTN0.1Q3052 Revision: iYL?J2021 oa�zoo-i GEN�I�AL CANDlTION S Page 9 of b3 3.02 3.03 sec�ion The Contractor sbaU. not take advanta.ge of any varia�ian of form, forn�at or style in ma�mg Cont�act Claims. E. The crass referencing of specification sections unc�er t�.e subparagrapk� heading "Related Sectians include but are not necessarily iimited to:" and �Isewhere within each Speci#zcation section is provided as aza aid and convenience to the Con�actar. The Contractor shall not rely on the cross referencing provided and shall be respans�le to caord'maie the entire Work under trie Cantract Documents and provide a camplete Praject whether or not the crass referencmg is prowided im each section or whether ar not the cross referencing is complete. Reference Standards A. Standards, Spec'rf'ications, Codes, Laws, and Regulatians 1. Refexence ta standards, specif'ications, manuafs, or codes of any techtueal society, oxga�aization, �� ar assoeiation, or to Laws ar ReguJati�ns, whether such r�ference be specific ar by implication, shall mean the standarci, specif'ication, xnanual, code, or Laws ar Regulatians in eft'ect at the tane of opening of Bids {or on the Effective Date of the Agreezn.ent if there were no Bids), except as znay be otherwise specificaIly stated in the Contract Documents. 2. No provision of any such stataclarcl, specification, manual, or cod�, or any instruction of a Supp�ier, shall be effective to chaz�ge t�e duties or respons�bii�ies o� Ci�y, Contractor, or any of the� subeonfractars, consultants, agents, or eznp�oyees, frotn t�ase set fort�i in tl�e Coniraci Documents. Na such provision ar instruction shall be effective to assign to City, or any of its officers, di�rectoxs, members, partners, empIoy�es, agents, consultants, or subcontractors, any dury or authority to supervase or dire�t the performance of the Work or any duty or authority to undertalce responsibiliry incansisteni with tkie provisioz�s of tYze Contract Documents. Reparting and ResolvingDiscrepr�ncies A. Reporting Discrepancies: Contractor's Review of Cotal�act Docr�rraents Before Stgrtang Work: Before undertaking each part of the Work, Contractor shall carefully study and conapax'e the Contract Documents and eheck and �erify pertinent figures therein against all applicable field measurre�nents and conditions. Cantractor shall pramptly report in writing to City any conflict, error, ambiguity, or discrepancy vcrhich Contractor disco�ers, or has act�zal larzowledge af, and shall obtaiu a wxiiten interpretation or cla�-ir�ication from Ci�ty hefore praceedrng wa�h any Work affected thereby. 2. Contractor� s Revie�u of Contr�actDocuments DuringPerfornuance of Work: If, d�tring the perfarmance af the Worlc, Cantractor discovers a.z�.y coz�flict, e�rror, ambiguity, or discrepaz�cy within the Contract Documents, or between the Contract D�cuu�ents and (a} any applicable Law or Regulation ,(h) any standard, specification, manuaI, or code, or (e} any instruction af any Supplier, then Cor�tractor shall pro�hptly report it in City in writing. Contractor �ha�l not pxoceed vvith the Work affected tihereby {except in an ez�exgency as required by Paragraph CPE'Y OF FbRT W012TH DRAINAGE ItvIPROVEMENT5 FOR LE$OW CHANNEL. AT 2RTIi 3T. STAAIdARDCONSTRUCtION SPECICICAT[ON I?OCUMENTS CITYPRQ.TECTAi0.103052 Revisian: $23/1021 ao �z ao - i GENERAL CAN� ITION S Page LOof63 b.17.A) tmti! an amenclment or supplernent to the Contract Dacurr�ents has been issued by one of the rnethods indicated in Paragraph 3.04. 3.04 3.05 3. Contractor shall nat be Ya.ble to Ciry #'or Failure to report any conflict, error, ambiguity, or discrepancy in the Contract Docuz�.ents unles� Contractor had actual knowledge therenf. B. ResodvingDiscrepancies: 1. Except as rr�ay be otherwise speciiicaIly statedin the Contract Dacuments, the provisions af the Contract Doctaments shall ta�e precedence in resol�izag any conflict, errar, ambig�zity, or discrepancy betr�veen the provisions of the Contract Documenis and the pravisions af any standaxd, specification, manua.I, or the instruction of any Supplier {wheth�r or not specificaily incarporated by reference vs the Contract Dacvrnents}, 2. In case of drserepancies, figured dizx�ensions shall govern over scaled dimensions, PIans shall govern nver Specifica�ions, Supplemantary Conditions shall govern over General Conditions and 5pecifications, and quantities shown on the Plans shall govern over those shawn in the proposal. Arraending and Su�plementing ContractDoeuments A. The Contract Documents m�y be amended to provide for additi�ons, deletior�s, and xeviszons in t11e Work or to modify t�e terms and conditions thereof by a Changa Order. B. The requi�-ements of the Cantract Docvments �nay be supplemented, and minor variatians and deviations in the Work not invo�in.g a eha.nge in Contract Price or Cantract Time, rnay be authorized, by one or rnore of the fol�owing ways: X. A Field Order; 2. City's review of a Submittal (subject to the prov�sions of Paragrapk 6.1$.C}; or 3, C�fy's �rriiten interpretation or cl�rification. Reuse of Docurnents A. Contracior and any Subcontract�r or Suppliez shall nat: L have or acqu�e any title to or ownership rights in any of the Drawiz�gs, Specificatians, oi• otk�er dacuments (or copi�s of any tliereofl prepared by or bearing tha seal of Engineer, including elect�onic �nedia editions; or 2. reuse any such Drawings, Spec�'ications, other dacurn�ats, or eopzes thereof on extensions of the Praject or any other project without written consent of City and specif'�c written verification or adaptation by Engineer. Cl'I'Y OF FORT WORTH DitAINAGE IMPROVHMEAITS FDR LEBOW CHANNEL, A`f 28TH ST. 5TAIVDARDCONS'IRUCTION SPECIF'ECA1']OIV DOCLIMENTS CT'I"YPTtO7ECTN0.103032 Revision: 8/13iIA2f ao �� ao- � G�.NERALCANDITIQN S Page 11 of 63 B. The prohi�bitioz�s of tl�s Paragraph 3.05 will sui-vive fmal payment, or terrtzulation of tl�.e Contract. Nothing herein shall precZude Contractor fram retaming copies af t�e Contract Documents for record purposes. 3.06 Electranic Data A. Unless okherwise stated in the Supplementary Conditians, tl�e data �'urnishad by Ciiy or Engineer to Contraetor, or by Contractor to CiLy or Engineer, t�at may be relied upon are litnited to the prmted capies incYuded in the Contract Doeuments (aiso known as laard capies) and atl�er Specificatior� referenced and located on the Ciry's t�n-line electronic docunnent xnaz�agement and col�aboration syste�rr� site. �iles in electronic media format af text, data, graphics, or ather types are fiirnished only for the convenience of the receiving party. Any conclusi�n ar in�ormation obtained or derived frotn such electronic files wi�l be atthe user's sole risk, Ifthere is a d�screpancy between tlie electronic files ar�d �he hard copies, the hard copies goverr�. B. Wlaen transferring docurnents in electronic media format, th� �ransferring party makes no re�resentations as to long term. cornpatibility, usability, or readabi�ty af documents resulting from the use ai saftware applicat�on packages, operating systems, ox computex laardware differing from those used by tla.e data's creator, ARTICLE �— AV�.ILABILIT'Y OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDZTZONS; REFERENCE POINTS 4A1 Availc�bility of Lands A. CiEy shall furnish the Site. City shall notify Con�ractor of any encumbrances or restxi.ctiozas not of general application but speci�cally related to use of the Site wit.h which Coniractor must comply in performmg the Wark. City will obtazn in a tznn.ely znannez azzd pay for easements for pern�nent structures or permanent changes in e.xisting facilities. 1. The City has obtaffied or anticipates acquisition of and/or access to right-of-way, and/ar easements. Azay outstanding right-of-way and/or easements are aniicipated ta be acquired in accordance with the schedule set foz-th in tk�e Suppleano.e�tary Conditions. The Project Schedule submi�ted by the Contractor in accordance with the Contract Docuzx�.ents �.aust c�nsider any outstanding righi of-way, and/or easernents. 2. The City has or an�icipates removiu�g and/ar relocating ut�7ities, and obstructions to the Site. Any outstanding removal or relocation of utilitzes or obst7rructions is anticipated in accardance with the schedule setforth in the Suppl�m�ntary� Cond�tions. The Project Schedu�e sub�rnitted by the Contraetox iza accardance with the Cantract Dacurnents must cansider any outstandin� utilities or obstructions to Y�e removed, ad�sted, and/ax relocated by athers. B. Upon reasonable written request, City shall furnish Contractar wi�h. a current statemeni of record legal title and legal description flf the la.nds upan which tl�e Work is to be pey-£orrned. CP['Y OF I'ORT WOItTH I}RpINi1CtE [MPROVE1�lVT5 FOIt LEBOW CIIANNF�. AT 28TH 5T, STANDAIti]CONSTRUCTION SPECiFICATlf3N DOClIMENTS C[TYPRb.TECTNO.1Q3052 Revision: 8iL3Il0�,l ao�zoo-i GEiVERAL CANDITION S Page 12 of b3 � f] 4.03 C. Contractor s3zall pro�ide for all addi.tional lands and access thereto that may be required for construction facylities or storage of materials and equipznent. �ubsurface andPhysicad Conditions A. Reports and Drawings: The Supplementary Conditions identi�y: �. �105E reports known to City of exploratiazzs azad tests of subsurFace conditions at or cantigupus tio the S�te; and 2. those drawin.gs known. to City of physioal conditions rela.ting to existing su.rFace or su�surface stnxctures at the Site (except Underground Facilities), B. Linaited Reliance by Contractor nn Technical Data Authorized.• Contractor may rely upon the accuracy of tlte "technica� data." contained in such reports and drawitzgs, but such reports and drawings are nat C.onlract Doc�unents. 5uch "technical data" is identified in the Supplezx�entaxy Conditinns. Cont�actor rnay not anake any Contraci Claim agan-�st City, ar any of their officers, d�ectors, m�mbers, partners, employees, agents, COPLSU�.T�T1�5, or subcantractors with respect to: I. th.e completeriess of such reports and drawings for ConLractgr's purposes, including, but not Iimited to, any aspects o� the means, mettiods, techniques, sequences, and procedu�res o� cot�struction ta be emp�oyed by Contractax, and safety precautions and programs incident thereto; �r 2. other data, interpretations, opinions, and information contai�ed in such reports or shawn or indicated iz�. such drawings; ar 3, any Contractar interpretation of or conclusion cirawn from any "technical data" or any such other data, inte�pretiations, opinions, or rnfornnafion. DifferingSubsu�f'ace or Phy�sical Canditioras A. Notice: If Confiractor believes that any subsurface ar physical conditio� that is unco�ered or �evealed either: 1. is o�f such a nature as to establish ihat any "teclinical data" on which Contiractar is entitled to r�ly as pravided in Paragraph 4.Q2 �s materially inaccurate; or 2. is af such a nature as to require a change in tk�.e Cox�tract Docu�nen�s; ox 3. diffexs zx�aterially from ihat shown or indicated in t}�e Contract Docu.ments; or 4. is of an unusual nature, and differs materially from cflnditians ordinarily encountered and generally r�cognized as inh:erent in work of the character provided for in the Cantract Documents; CITY OF POItT WORTH Jp� A.p•FA�;k; IbIpRQVEMENTS FOR LEBOW CT-TAlVIdEL r1T 2RTH 5T. STANDARDCONSTR[7CTI0� SPECCPICATION DOCL�MENTS CITYPRpIECTNQ.103052 Revisian: 827J1A21 �0 72 00 - I GENERAL CAN� ITION S Page 13 of G3 4.04 ihen Contractox shall, promptly after becoming avc�'are thereof and before further disturbing tkze subsurface or physical conditions ar performmg any Work ixz cozuaection therewith {except in an emergency as required by Paragraph 6.1'7,A), notify City in writizlg about such condition. B. Possible Price and 7'imeAdjzdstments Contractor shall not be entitled to any adjustment in the Contra.ct Price or Conixact Ti.rne i£: 1. Con�ractar knew of the e�istence of such cor�ditiozas at the tirne Contxactor made a final coriuiutn�en� to City w�ikkz respectto Contraci Price and Contract Time by the sub�szon af a Bid or becoming bound under a negotiated contract; or 2. the exi�tence of such condition could reasonably have been discovered or revealed as a resutt of the examination of the Cont�act Doctux�ents or tk�e Site; or 3. Contractor failed to give tb.e written notice as required by Paragtaph 4.03.A. Underground Facililies A. Shown or Inriicated- 'The information and data. shown o� iu�dicated in the Contract Documents wit�i r�s�ectto e�sting Undergound Facilities at or cont�iguous to the Site is based on in%rmation and data f�unished ta Czty ox Enginee�• by the o,vners of such Underground Facilities, including City, or by others. Uniess it is otherwise expressly provided m the Supplenn.entary Canditians: 1. City and Engineer shall not be respons�le £or the accuracy or completeness of any such information or data provided by othexs; an.d 2. the cost of all of the follo�ing wr�1 be incIuded � the Cantract �rice, and Contractar sha.11 have full r�spor�ibr�ity for: a. reviewuig and checking all suc�a in�formation and data; b. locatiug alI Underground Fac�i�ies shown or indicated 'm the Contract Doc�aents; e. coordination and adjus�tnent of the Work with the o�vners of sueh Underground Faeilities, incIuding City, during constzuction; and d. the safety and p�rotection of all such Underground Facilities and repa�ing any ctarx�age thereto resulting from the Work. B. 1VotShown ot�Indicated.• I, If an LTnderground Faci.iiity which conflicts with the Work is uncovered a�- revealed at or contiguous to the Site wkuich was not shown or indicated, ar not shown or indicated with reasonable acczaracy iri the Contracfi Dpcuments, Conlxactar shall, pramptly af�er becoming aware thereof and before further disturbing coz�ditions affected thereby or per%t-n7ing any CITY OF FORT WORTH pRAl1VAGE �vviPROVEMENTS FOR LEBOW GHAI�'EL AT 28TH ST. 5TAi�IDARDCDNSTRUCTIOY SPEC[FfCAT10N DOCUM�NTS CITYPR07ECT%f0, 103052 Revisian: 8rL312021 OU7200-1 GENERAL CON�ITION 5 Page i4 of G3 Wark iu�. connect�on thexewitk�. (except in an emexgency as required by Paragraph C.17.A},. identify the ovvner of such Und�rground Fac�ity and give notiee to that owner and to City. City will r�view the discovered Underground Fac�ity and deternvne the extent, if any, to which a ck�ange may be required in the Contraei Documents ta reflect and documeni the cazasequences af the existence or location of the Underground �'ae�ity. Contractor shall be responsible far tl�e safety and protection of such d�cavered Undergrolu�.d Fac�i.ty. : i7 2. I� Ciiy concludes t1-iat a change in th� Cont�acti Documents is required, a Change Qrder may be issued to reflect and docurnent such consequences. 3. Verif'icatiQn of existing utilities, structtares, and service lines shall include notificatian of a11 ura7i�y companies a minimum af 48 hours in ad�vance of constnzction including exp�aratary excavatiion if necessary. IZefererzce Poants A. City sha�l provide engin.eer�iz�g surveys ta esta�lish referenee point� for construction, which in City's judgment are necessary ta enable Contractor to proceed with the Wori�. City will provide construction stakes or other customary metl7od of markmg to establish line and grades far roadway and utzlity cor�struction, centerlines and benchinarks far bz�dgewoxlc. Cantractor slaall paratect and preserve the established reference posnts and praperty mazauta�en#s, and sh�all make no changes Qx relacations. Cnntractor s�all �-�port io City �crhenever any reference point or property monument �s lost or dest��yed ar requires relocation because af necessary changes in grades or locations. Th� City shall be respons�ale for ihe replacement or relocation of reference paints Qr property manuments nat carelessly or willfully destrayed by the Coniractor. The Coantxactor shall notify Ciry in ad�ance and with su�'�cient time to avoid delays. B. Whenever, in the apmion of tke City, any reference poini or monument has be�n car�lessly or willfully destrroyed, disiurbed, or xemaved by the CantractoX or any of his employees, the full cost for repl�cing such point� plus 25% will be charged again.st the Conixactox, a�r�d the fuil anaount will be deducted f�orn payment due t}�e Contractor. 4.�6 Hazardous Environmental Co�dition atSite A. Reports and Drawangs: Tk�e Supplexnentary Condi�ions identify thos� repo�s and drawings l�own to City relating to Hazardous Environmental Conditions tkat have been identi£'ied at the Site. B. Limited Relianee by Contractor on Technical Data Authorized: Contractor rnay rely upori the accuracy af the "technical c�ata." contained in suc�. xeports and drawin�gs, but such reports and dra�rvings are not Contract Doeuznents. �uch "technical data" is ident�'ied in. the Supple�nentary Conditions. Contractor may not make any Contract Claim agau�st Gity, or any of their officers, directors, meml�ers, partners, employees, agents, cons7xltants, or subcontractors with respect to: 1. tha cozx�p�ete�ess of sucb repori� a�d drawings far Contractar's purposes, including, but not Iimited to, any aspects af the means, methods, tec�iques, sequences and procedures of CITY OF FORT VJO1tTCI DRAINAGE IMPROVEMENTS FOR LEBOW CHP.NNEL AT 28TIi ST. STAN7]AitDCONSTRUCTIQ� SPiCIF[CATEDN DOCUML�NTS C[TYPROJECTN0.103052 Revisian: $23/20�,1 0072QO-] GENERAL CANDITI6N S Page 15 oC63 con.struc�ioza ta be employed by Contractar and safety precautions and progranas im�cident thereto; or 2. other data, interpretations, opinions and inforz�aatian cantained iri suoh reports or shown or indicated in such draw`uigs; or any Contractor interpretation of or conclusian dra�n f`rom any "technical data" or any such other daia, interpretatians, opi�i.ons or information. C. Cantractor shall not be responsible far any Hazardous Env�rornxnental Condition uncovered or revealed at the Site which was not shown or indicated iu Dravvings or Specifications ar identified in the Contract Docunr�ents to be wifhin the scope of the Wark. Contractar shall be responsble for a Hazardous Environmental Condition created wxth any rr�aterials brought to the Srte by Contraetor, Subcont�actors, Suppli�rs, nr anyone else for wham Contractor is responslble. D. If Cantractor encounters a Hazard�us Environmental Conditian or if Contractor or az�yo�e %r whom Contractor is xesponsxble creates a Hazardous Environmental Condition, Contractar shall unmediately: () secure or otharwise isolate such eondition; (ii) st�p all Work in connec�ion with such candit�an and in any area aff�cted il�ereby (excepi m an ennergency as required by Paragraph 6. I7.A}; and (iii} not�y City (and promptly therea�er canf�m sueh notice in writin.g). City znay consider the necessity ta retain a qualified expert ta e�aluate such condition ar talce conrective action, if any. E. Contractor shall not b� required to resume Work in. connection wi� such condition or � any affected area unt� after City has obtained a�ry required permits related tk�erefo and delivered wriiten notice to Cont�actor: (i} specifying that such condition and any affected area is or has been rendered suitable for the resumption af Worl�; or (ii) specifymg airy special conditions under which such Work may be resumed. F. If after xecezpt of such written notice Con�ractor does not agree to resuzne such Wark based on a reasonabte be�ief it is ur�safe, or does nat agree to resume such Work under such special con.ditions, iGhen Ciry rnay order the portion of the Wor� that �s in the area affected by such condition to be deleted from the Work. City may have such deleted portion of tk�e Work perfoimed by City's own forces oz• others. G. 7'o the fullest extent permitted by Laws and Regxslalions, Contractor shrxll indemnify and hold harmless City, frorn and against all clair�a,s, casts, losses, ana' damage� (including but not lirnited to all fees and charges af engineer^s, architects, attorraeys, and other professionals and all cQurt or arbitratian or oih�er dispute resolution costs) arising aut of ar relating % a Hazardous Environrraental Condition creaied 8y Cont�actoror by anydnefo rwhorn Can tractor i�s respo nsible. Nothing in this Pa�agraph 4. 06.G shall abliga% Cantractar to indemra � any individ�cctl or entaty fronz and aga�nst the consequences of that indivzdual's or entity's own neglige�ce, H. The pravisions of �aragraphs 4.02, 4.03, and 4.04 da not apply to a Hazardous Envu•onnaental Condition uncovered ar revealed at �he Szte. CITY OF FOC�T WOTtTH DRAINAGE Tiv�PROVEMENT5 FOlt LE$OW CHANNEL A.T 28TH ST. STANDARDC01�5TRUCTION SPBC[FiCATIDtJ DDCiIMSNT5 CITYPROIECTi�I0.103452 Revision: 8231�121 007200-1 GENERAL CAI�D ITION S Page 16 of 63 ARTICLE 5— BONDS AND INSURANCE 5.01 Licensed SuNeties andlr�surers 5.02 5.03 All bonds and 'msurance required by the Contract Documents to be purchased and maintained by Conh•actor shall be obtained #'rom surety ar insurance companies that are duly licensed or authoriz�d in t�e State of Texas to issue bands ar insurance policies �or ik�e limits and coverages so required. Such surety and insurance companies shall also meet such additional requiremer�ts and qualificatians as naay be pz-�vided in the S�pplementary Canditions. Perforrnance, �'ayment, arad Mcaintenance Bands A. Contractor shall furnish p�rformance and paytnent honds, in accordance wikh Texas Government Cnde Chapter 2253 ar suceessor statute, �ach in an amount equal to the Cantract P�ice as security for the faithful performance and payment af all af Coniractor's obligations under the Con.tract Docuiments. B. Contractor sha�l fizrni�h rr�aintenance bonds in an amount equal to the Contxact �'rice as secur�ty ta protect the City against any defects in any portion of th� Work described in the �Contract Documents. Maintenance bo�ds s�all rema� m effect %r twa {2) qears afier the date o� Final Acceptance by the Ciry. C. All bonds shall be in the form prescribed by the Cont�act Doc�ents except as provided othezwise by Laws or R�guiations, and shall be executed by such sureties as are nazned in t11e ii5t of "Companies Halding Ceriif`icates af Authority as Acceptable Sure�ies an Federal Bonds and as Acceptable Reinsuring Companies" as published in Crrcular 57C1 (arnended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Tressury. AJ� bonds signed by an agent or aftorney-�-fact must be accompanied by a sealed an� datedpower of attorney whicb. shall show that it i� effective on the daie the agent ar attorney in-fact signed each bond. D. If the surety on any bond furt�isk�ed by Contractor is decla.red banla'upt or becomes insolvent ar its tight to do busiuess is tertninated in the State of Texas ar it ceases to meet t17e requiremerrts of Paragraph 5.02. C, Contractar shall proynpt�y notify City and shall, within 30 da.ys after tk�.e event giving xi,se ta such natification, provide another bond a.nd surety, both of wluch shall comply with the requiren:ients of P aragz apbs 5.01 and 5, Q2. C, CeYtificates oflnsa�rance Con.tractor shaIl deliver to City, with capies to each additional insured and lass payee identif"ied in the Supplementary Conditions, certifcates o£ i�urance (other evidence of msurance requested by City or any other additional instued) in at least the z�imwm amaunt as specified in the Supplementa.ry Conditions which Cantractar is required to purchase and maintazn.. 1. T7ae certiE"ieate of ulsurance shall document the City, and aII identified entities named in the Supp�ementary Conditions as "Additional Insured" on al� �iability poficies. GITY QF FpRT WORTH pR,AINAGE I�pgqyEME�VTS FpR LEBOW CkIANNFi, AT 28TH ST. 5TAND�CONS'iI�UCT10� SPLC{PICATION DOCUMEMI'S CITYPRDJEETN0.103U52 Revision: 82�11711 UD 72 00 -1 GENERAL CANDITI4N S Page 17 of 63 2. Th� Contractor's general liability insurance shall inelude a, `°per project" or "per lacatian", endorserr�.ent, wl�ch shall be identified in the certificate of insurance provided to the Czty. 3. The cez-tif'zcate shall be signed by an agent authorized to bind coverage on behalf of th.e insured, be complete in ifis entirety, and show complete insurance carrier names as li:5ted in the curr�nt A.M. Best Property & Casually G�iide �4. The insurers for all polici�s rnust be licenser� and/or approved to do business in the State of Texas. Except far workars' coz�.pensation, all insurers must have a minitnum rating of A-: VII in the current A. M. Best Key Rati�g Guide or have reasonably equivalent financial s�rength and sotvency to the satisfaction of Risk Management. If the xati�g is belo�v t�at required, written approval of City is required. 5. All a�plieable �o�icies shall ia�c�ude a Wai�ex of Subrogation (Righ�s of Reco�ery) in favor of tlze City. In additian, the Contractar agrees to waive all righ�s of subrogation against the Engineer (if applicable), and each additional insured identified iu� the Supplementary Conditions 6. Failure of the Ciry to demand sueh certi#icates or other evidence af full compliar�ce with the insurance requir�ments or failure of the City to identti�y a deficiency fi•om evidence that is provided shall not be construed as a wai�er of Contractar's obligat�on to rr�iritam such l�e s of im�surance coverage, 7. If instarance policies are nat written for specified caverage litr�its, an Umbrella or Excess Liahility i�surance for any differences is required. Excess Ltab�iity shal� foIlow form of the prnnary coverage. 8. Unless otherwise stated, all req�ired insuranee shall be written on the "Qccurrence basis". If coverage is underwrii�en on a claims-3nade basis, the reiroactive date shall be coincid�nt with or prior ta the date of the effective date of tk►e ag�'eezr�ent and the certificate of msurance shall state tl�at the coverage is clairns-ma.de and the retroactive date. The insurance coverage sha�l be maintaixaed for the duration of ihe Contract and far three {3) years following Final Acceptance provided under tJ�e Contract Documents or for the warrantyperiod, whichever is longer. An annual certif'�cate of� znsuxance submitted to the City shaIl evidence such insurance coverage. 9. Policies shall have �o exclusions by endorsements, which, neither nuflify or amend, the required lines of coverage, noz decrease the limits of said caverage unless such endorsem�nts are approved in writ�g by the City. In the event a Cont�ract has been: bid or execu#ed and the exclusions are determir�ed to be unaccepCable or the Ciry desu•es additional ins�rrance coverage, and the City desires the cantrac#or/engmeer to ob�a.in such eoverage, the cantract price sha11 be adjusted by the cost of the prezxuum for such additional co�erage plus IO%o. 10. Any self-insured retention (SIR), in exccss of $25,000.00, affecting required insurance coverage shall be ap�raved by the City in regards to asset vahae and stocichalders' equiry. In CITY OF FORT WOItTH DRAINAGE IIvIPROVF.MENTS FOR LEHOW CHANNEL AT 28TH ST. STANDr1R]]CQNSTRUCTION 5PECiFIC;4TI0N I]OC[TNIEIVTS CITYPRO.fECTlV0.103052 Revis'ton: 823f�21 007200-1 GENERAL CONDI710N 5 Page 18of63 lieu of tradition.al insuz�a�ce, al�exnaiive coverage maintained through insurance pooLs ar risk r�tention groups, must also be approved by City. 11. Any deduct�7ale m excess of $5,000.04, for any policy that does not p�rovi.de covera�e an a first-dollar basis, rnust be acceptable to and agproved by �he City. I2. City, at its sole diseretion, reserves tk�e rig�t to revi:e�v the insurance requirements and to make reasonable adjustxnent� to insurance coverage's an�d their linaits when deemed necessary and pruder�t by the City based upon changes in statutory law, court decision or the clairns history o�the industry as well as of the cantracting party to the City. The Cily shall be rec�uired to provide prior notice of 90 days, and the insurance adjustments s�aIl be mcarporated into t11e Work by Change Order. 13. City shall be entitled, upon written requesi and without expense, to receive copies of policies and endorsements thexeto and may make any reasonable rec�uests fox deletion or r�vision or modifications of particular policy tezxx�s, condi�tions, lit�i�atians, or exclusions necessary to cflnform th� policy and endorsements io t�e requirements of the Contxact. Deletions, rev�sions, or modifications shall no� be required �rvh�re policy provisians are established hy Iaw or regulations bindin.g upon eit�er party or the umderwriter on any such policies. 14. City shall not be respan.sible far the direct payment of insurance premium costs for Con�ractar's insurance. 5.04 Cont�acto�-'s Insurance A. Workers Campen.sation arad Employers' Liability. C�ntractor shall purchase and ma.intain such insurance coverage with �nits consistent witli statutory benefi�ts outliried in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), andrriinirnum Li�aits for Enaployexs' Liab�ity as is appropriate far tl�e Wdrk being performed and as will provide protection from el�ims �et farth below which may arise out of or result from Con�ractor's perinrmance of the Work and Coniractor's other obligations under the Contract Documents, whether it is to be perfarmed by C�ntractor, any Subcontractor or SuppIier, or by anyone directly or indirectly erz�ployed by any o� them to perform any of tl�e Work, or bq anyone for whose acts any of tkem may be liahle: 1. claitns under workers' camp�nsation, disability bene�its, and other snniiar employee benefit acts; 2. cla.ims for damages because of bodriy injuty, occupatiflnal sickness or drsease, ar death of Contractox's eFnplayees. B. Comme�cial General Liability. Covexage shall in.clude but nat be limifed �a cavering liability (bodily iajury or property damage) arising fraYn: premisesloperation�, independent cantractoxs, products/campleted operations, personal in�ury, and liability under an insured contract. Insurance shaU. be p�rovided on. an occurrence basis, and as comprehensive as the current Insurance Services O�ce (I�O} policy. This insurance shall apply as prirzaa:ry msurance with respect to any other CITY OF BORT WORTfi pR.AINAGE I1�LPROVF.MENTS FOR LEBOW CHANNEL AT 2'$TH ST. STAM7ARDCONSTRUCTION SP�CIF[CA'iION �OCUMEIV'I'S CITYP[tO.rP.CTND.l030S2 Revision: 8/1.3�Z1 007200-] GENERAL CAN� ITION S Page 14 of 63 insuranee or sel� insurance programs afforc�ed to the City. Tke Comnaerc�al Ge�eral Liability palicy, shall have na exclusions by endorsem�nts that wouId alter of nullify premises/operations, produc�slcomp�eted aperations, cantractual, persanal injury, or advertising injury, which are normal�y contained with the pol�cy, uxiless the City approves such exclusians u� writing. For construction projects that present a substantial corn.pleted apexation exposure, t�e City may requ�e th� coniractor ta main�au� completed op�rations coverage far a minimuin of no less tha� three (3} years following the completian of the praject (if identirFed in the �upplementary Conditions), C. A�tomobile Liability. A commercial business auto policy shall provide caverage on "any auto", defined as autos owned, hiz�ed and n.on-owned and provide indemnity for cla,ims far darnages because bodily injury ar death of any person and or properry c�arnage arising out of the work, maintenanc� or use of any motor vehicle by the Contractar, any Subcantractor ar Supplier, or by anyone directly �r indirectly employed by any of them to perform any of tbe Work, or by anyone far whose acts any of them may be Iiable. D. Railroad Protectave Liability. If any af the work or any warr�nty work �s within the lin�its of railroad right-of way, the Con#ractor shall cazripiy with the requirenaents idez�tified iu� the Suppleznentary Conditions. E. Notfication ofPolicy Cancellation: Contractor shal� immediately notify City upon cancellation ar other lass af insurance coverage. Cant�ractox shall stop work unt� replacernent u�surance has been procured. There shail be no time credit for days nQt wozked pursuant fa tl�is section. S.OS Acceptance afBonds andlnsurunce; Option to Replace If City has any objection to the coverage af�arded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor iz� accardance with Article 5 on the basis of non-conformance with the Contraet Documents, the City shall so notify the Coniractor in writing withzn 1 D Business Days a�terreceipt of tkie certificates (or oiher eWidence req�ested). Contractar shall provide to the Ciry such additional information in respect ai inswrance pr4vided as the Ciry may r�asonably request. If Cantractor does not purchase or mainta.in all of the bpnds and msurance rec�uired by the Contract Dacuments, the City sha�l notify tlZe Contractor � writang of such fail�e przox to the start o£ the �Vork, or of such failure ta mainiain prior to any change in tile required coverage. ARTICLE 6 — CONTRACTOR'S RESP�NSISIL�iT�ES 6.OI Supervision and�'uperintertclence A. Contractor shall. super�ise, �spect, and direct the Work eompetently and efficiently, devoting such attention thereto and applying such skills and expeitise as may be necessary to perform the Work �n accordance vvith tkie Contz�act Doczunents. Contractor shall he solely respansble for the means, metY�ods, techniques, sequences, and procedux�s of construction. CITY QF FORT WQRTH DRAIN,4GE IMPROVEMENTS FOR LEBOW CHANNEI. AT 28Tfi ST. ST.AiYDARDCQNSTR[1CT[ON SPL�CIFICAT[ON DOCLIMEN'i'S CITYPRO,fECTi*f0.103052 Revision: 8232{Y1.1 oo�aao-� GENERAL CONDITION S Page 2D of fi3 6.02 B. At all times durir�g the progress of the Work, Contractor shall assign a conapete�t, English- speal�ian.g, Super�intendez�t who shaIl not be replaced without written notice to City. Tk►e Superi�tendent will be Contractar's representaiive at ihe Site and shall have authority to act on behalf of Contractar. All comrnunieation gi�ren. to or recei�ved from the Superintendent shall be bind'mg on Contractar. C. Contractor shaIl natify the City 24 hours prior to moving areas during t11e sequenee of canstruction, Labar; Warking�Iau�s A. Contractor shall provide competent, suita.bly qualified personnel to perform construction as required by the Contraet Documents. Contractnr shall at all t�mes maintain good disci}�liz�e and order at the Site. B. Except as othei�ise required for the safety or protect�an of persaras or the Work or �noperty ai the Site or adjacent thereto, and except as otherwise stated in the Contract Docwnents, all Work at the Site shall be performed during Regtilar Working Hours. Cantractar will not perm�t the performance of Work heyon.d Regular Working Hours ar for Weekend Working Haurs wiihaut City's writter► consent (which will not be unareasonably withheld). Written request (by letter or electranic cammunication) to perform �Vark: �or beyond Reg�ilar Working Hours request must be rnade by noon at least t�vo (2) Business Days przar 2. for W�ekend Working Houz�s request must be made by noon of the preced3ng T'hursday 3. for legal holidays request must be mada by noon twa Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otl�er�rise sp�cified in the Contract Docuzn�nt�, Cantxaetor siaa]I pravide and assume fi�tl responsibility for all services, materials, equipment, labor, �ransportatian, constz-uction equipment and machinery, tools, appliances, fuel, power, Iight, heat, telephon�, water, sanitary facilities, temporary facl7ities, an.d a� other facil'zties and incidentals necessary for the per�ormance, Contractor required testing, �ta.rt-up, and cnmp�etzon of the Work B. All matexials and equipment incorporated into the Work sna.➢ be as specified or, if not speeified, shaIl be af good qualiry and new, except as othenvise provided in the Contract Dacurnents. All special warranties and �ua.rantees requrred by the Speci£ications sha.11 expressly run to the henefit of City. If required by City, Contractor shall fi.u�nish sat�sfactory evidence (ztacludin.g reports of required tests) as to the source, kind, and q�aliry of materials and equipment. CITY OF FORT WO�TH D[utIlV,AGB IMPROVEMENTS FOR LEBOW CHANNEL AT 2$'�'H ST. STANDARDCQNSTRUCTION SP�CIFICATlON DOCL[MENTS CiTYYIiOdBC'I'NO, 103052 Revision: 82�/2(l�.l oa 7z oa - i C,ENERAL CONoIrION s Page 21 of 63 .1� 6.D5 C. A�1 materials and equipment to be mcorporate.d into the Work shaIl be stored, appl�ed, instal�ed, connected, erected, pxotected, used, cleaned, and conditioned in accordance wi�h instructior�s of the applicable Supplier, except as otherwise may be provided in tY�e Cont�ract Documents. D. All items of standard eqnipment to be incorparat�d into the Work shall be the latest model at the tirne of bid, unless otherwise spec�'ied. Project Schedule A, Cont�actar shall adhere to fhe Project Scheduie �stablished in accordance with Paragraph 2.07 and the General Requirements as it rnay �e adj�asted fro�n time to time as provided below. 1. Contiractor shall submit to City fox acceptaz�ce (to the e�ent indicated in Paragraph 2,07 and th� General Requirements) proposed adjustments in the Project Schedule kh.at will. not xesuit � changing the Contract Time. 5uch adjustrnents w�l comply with any pravisions of the General Requ�effients a.ppIicable the�eto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment fnr th� d�ration o�the Contract in accordance �rith the schedule specification O1 32 16. 3. 1'raposed adjustments in the Project Sch�dule that vvill change the Contract Time shall be subnaitted in accordance with the requ�ements of Article 12. Adjusiments ui Contract Time may only be made by a Ghan.ge Orcier. Substi�utes and "ON-Equals" A. Whenever an item oimaterial or equipment i� sp�cif'ied or descrbed in the Contract Doeurr�ents by using the nanae of a praprietary item or the name af a particular Supplier, the specification ar description is sntended to estabJash tb.e type, fuz�.ction, appearan:ce, a�,d quality requirect Unless the specification or description contains ar is followed by words reading tb�at no la�e, equivalent, or "or-equal" item or no substitutian is permitted, oihcr items of material or equipment of othex Suppliers zxzay be submitted to City far review under tlie circumstances described below. "Or-Equal"Items: If in City's sole discxeiion an itaz�.a of m�aterial or equipment propased by Contracior is fiwctionally equal to that narned and suffciently sianilar so that no change in re�ated Work will be required, it may be consid�red by Ciry as an "or-e�l" item, in which case review and approval of the proposed item �nay, in City's so�e discretion, be accomp�ishe d without comp]iance with some or all af the requirements for approval of pxoposed subst�.ute items. For the purposes of'this Paragraph b.O5.A.1, a�roposed item of materiai or equipmen.t wi]I. be consid�red functionally equa.l to an item so named i� a. the City determines that: 1) it is at l�ast equal in maierials of constructioz�., quality, durability, appearanae, strength, and design characteristies; C1TY OF FORT WORTl-I pgAiNpiC�E IMPROVF..MENTS FOR LEBOW CHANN�'F, AT 28'i`H S'I'. STANDARDC6N3.TRUCTIO� SPECfF[CATIQN DQCi3MENTS CITYPROJECTLVO.l63Q52 Rcvision: &rJ_3l711Q1 OU7200-1 GENERAL CAN�ITION S Page 22 af 63 2} it wiil reliably per#'orm at least equally well the function and achieve the results impased by the design concept of the completed Project as a functio�g whole; ar�d 3) it has a proven record of perfot�rna.nce and avaiIab�7ity of responsive serv�ice; and b. Con�ractor certifies that, if approved and �ncorporated into the Work: 1) t�ere wi�.l be no increase in cost to the City o:r ixzczease in Contract Time; and 2) it wiTl conform subsfantially to th� d�tailed requirements of the itern named in the Contract Documents. 2. Substitute Items: a. If in City's sola discretion an item of material or equi�znent proposed by Contractor does not qualify as an "or-equaP' item under Paragraph 6.05.A.1, it may be submitted as a praposed substitute item, b. Contractor shall �ubmit suf�cient information as provided below to a�law C�ity to detex�in.e if the i��m of rnaterial or equipment proposed is essent�ally equivalent to that narrmed and an acceptab�e substitute there%r. Requests for revie� of praposed substitute items of material or equipment w�l not be accepted by City �rom anyane other than Contractor. c. Cantractor shall make wt-itten application to C�ity fflr re�zew of a proposed substitute it,em of material or e�quipment that C.ontractar seeks to fiunish ar use. The agpl�ication s}�all comply vvith Section �1 25 00 and: 1} sha�l certify that ihe propased substih�te item will: a} perfor�n ad�quately the fun.ctions and achieve tlxe results called for by the general design; b} be similar in substance to t17at specified; c) be suified to the same use as that speci#zed; and 2) will state: a) the e�ctent, if any, to which the use of the proposed substitut� itern will prejudice Cantractox's achie�exnent of final corn}�letion on time; b) whether use of the proposed substitute item in the Work w�71 require a change in any of t�e Contract Documents {or in the prov�sions af any other direct contract with City for o�her work on the Project) to ada�t the design Co the prapnse d substitute itenn.; CITY OF FORT WORTH DR p,11VAGE 1MPROVEME�ITS FpR LHBOW CFiANNEI, AT 28TH ST. 57'ANDARDCONSTRUCTION SPECEFICAT[ON DOCi3MENTS CITYPRO.fECTND. ]03Q32 Revision: �l oa �a oo - i GENERAL CONDITIOiV S Page 23 of 63 c) whether ie�corporation or use of the proposed substitute item in connection with the Work is subjeet to payment o� any Iicense fee nr royalty; and 3} will identify: a} all vaz�iations oi the propased substitute item from that specified; b) available en�ineering, sales, maintanance, repair, and r�plac�rnent services; and 4) shall contain an itemized es�i�ate of all costs ar ered'zts that will result directly ar iz�darectly from use of such substitute item, includiug costs of redesign and Damage Clairns of other contractors affected by any resulting chang�. B. S�absfitute Const�uctionMe#hods o�Pracedures: If a spec�c means, method, technique, se�xence, or procedure of construction is e�ressly required by the Cantract Documents, Co�tractor znay furx�ish or utilaze a substitute rn.eans, n:�eth�od, techuazque, sequence, ox procedUre o:F consixuc�.on approved by City. Contractar shall submit sufficient information to aIlow City, in City's sole discretion, to determme that the subs�itute proposed is equivalent to t�-tat expresaly caIled for by �he ContractDo�uments. Contractar shall make written ap�lication to City far review in the same manner as those provided in �aragraph 5.05.A.2. C. Ci�y's Evaluation: City will t�e allowed a reasonable time within which to evaluate each propasal or submiital made purs�ant to P aragraphs 6.QS.A and b.OS.B. City �nay require Contractor to fi,urii,�h additional data abaut the proposed substituie. City will be the sole judge of acceptab�ity. No "or-equal" or substztute wiil be ordered, installed or utilized unt�7 City's review is complete, whicla wiJJ be evzdenced by a Change Order iu� the case of a substitute an.d an acc�pted Submittal for an "or-equal." City will advise Contraetor in writing of its determination. D. Special Guarantee: City may requit-e Contractor to furnish at Contractor's expense a special pex�ozx�ance guarantee, warranty, ar other surety with respect to azzy substiLute. Coni�-actor shall inciemnify and laald harinless City and anyone directly or indi�ectl'y employed by themfrom c�nd against cany and c�ll claixn�, damag�s, losses and expenses (an.cluc�ing attorneys fe�) arising out of the use of substituted materials or equipment. E. City's CostReimbasrsemen�: Ciiy wi�l record City's costs in evaluatirxg a substitute pxo�osed or submitted k�y Contractor pursuant to Paragraphs 6.OS.A.2 and b.�JS.B. Whether or not City appro�es a substitute �0 �l1'D�7dSE(� ar submitted by Cantraetar, Contractor may be requaed io reimburse City far evah�ating each such propased subs#itute. Contractor may aIso be required to reimhurse City for the ck�arges for makang ehanges in the Contract Docuznents (or in the prouisions of any other dirc�ct contract with City) resulting from the accepiance of each praposed sul�stittYte. F. Coniractor's Expense: Contractor shall pro�ride ali data in support of any �rop�sed substrt,ute or "or-eqnal" at Contractor's e�ense. CITYOF FORT W{)RTH DRAINACrE IIvIFROVSMENTS FOR LEBOW CIIANNEL AT 28TIi ST. STANDARI7C01�5TRUCTION SPEC[CICAT[ON DOCi7M�AiI'S CITXPRd.fECI'NO. [03US2 Revision: 823J�fI21 �0 72 0D - I GENERAL CAND ITION 5 Page 24 pf 63 . i: G. City SubstituteReirszbursemeni: Costs (savings or charges) attnbutable io acceptance of a substit�te shall b� incorporated to the Contract by Change Order. H. Time Exten,sions: No additional time vc�ill be granted for substi�ut�ons. Concerning Subcontractors, Suppliers, and Others A. Contractar sha�l perform with his own orrganization, work of a value not Iess than 35°/n of the value embraced an the Contract, vnless othe�rvvise approved by the City. B. Cantractar shall �ot e�nploy any Subcon�ractor, Supplier, or other individual or entity, whether initially or as areplacernent, against wham City may have reasonable objectian. Contractor shali nnt be required to employ any Subcontractox, Supplier, or other indi�+idual or entity to furnish or perform any ai the Work against whom Contractor has reasanable objection (excluding those acceptable to Ciiy as indicated in Paragraph 6.06.C). C. The City may frozx� t�e to time req�ire the use of certaui Subcontractors, Suppliers, ar other individ�ual� or entities on the praject, and wifl pxovide such requirements in the Supplementary Canditions. D. Minority Business Enterp�i,se Compliance: It is City palicy to ensure the full and equitable pariicipation by Mizaority Business Enterprises (MBE} m the procurernent of goods and services on a contractual basis. If tke Contract Docun:�ents provide for a MBE goal, Contractor is require d to comply with the iritent af the City's MBE Ordinance {as ar.nended} by the followuig: Contractor shall, upon request by City, provide complete and accurate information regarding actual wark pexformed by a MBE �n the Cnn�ract and payrnerrt th�refor. 2. Contractor wiSl not make additic�ns, deletiozas, or substituta4ns of accepted MBE without written consent of the City. Any unjustif'�ed change o� dele�ion shall be a zxaatexial breac� of Contract and may result in debarm�nt in accordance with the procedures autlined in the Ordinance. 3. Contractar sha�, upon requestby City, allow an audit and/or examinatio� af anybooks, records, or files in khe possession of the Cont�eactor that will substan.tiate the actual work perforrned by an MBE. Material misxepresenta�ion af any natur� will be grnunds far termination of th.e Con�ractin aceordancewithPazagraph15.Q2.A. ,Any suchm�srepresentation may be grounds £or disqua�ica�ion of Contractor to bid on future contxacts with the Ciry for a period o� n.ot less than three years. E. Contractor shall be fully responsi�a�e ta Ciry for aIl acts and omissions of the Subcontractors, Suppliers, and other in�iividuals or e�tities perfoz-r�ning or furnishing any of the Work j�ast a.s Contractor is responsible for Contractor's own acts and axxai.ssions. Nothing in the Contract Docu�ments: CITX OF FORT WOR'fFl DR.AIlV,�IGE IMPROVEMIN'I'S FOR LEBOW CT-L9riTN�L AT 28TH ST. STANDARDCONSTRUCI'lON SPECEfICATION DOC[JIVIENTS GITYPROIECTNQ.103052 Rcvision: 8�13/�OQI oo�zoa-i GENERAL CON4ITION S E'uge 25 af 53 6.07 1, shaIl create for the bene�'it of any sueh Subcont�actor, Supplier, or otiier individual or e�tity any contractual relationship between Ciry and any such Subcontractorr, Suppliex ox at�er individual ar entiiy; nor 2. sha]I create any ob�igation az� tlae part of City to pay or to see �o the payment af any moneys due any such Subcontractor, Supp�ier, or other it�d'zvidual ar entity except as may otherwise 6e required by Lavvs and Regulations. F. Contractor shall be solely respons�le for sch.eduling and co�xdaiating �he Warlc o�'Subcontractors, Suppliers, and other individuals or entities perfoz�a,it�� or fiirnishing any of the Workunder a. direct or indirect contract wiih Contractor. G. All Subcont�actors, Suppfiers, and such other inciividuals or entities perforrning or fia�nishiz-�g any of the Work shall coz�nz�rzux�eate witb: City through Contractor. H. AIl Wark perforrriec� for Contractor by a Subcon.txactox or Supplier will be pursuant to an appropriate agreement between Contractor and tke Subcontractor or Supplier which specif'ically binds the Subcontractor ar Supplier to the applicab�e tern�s and eondiiions of the Contract Documents for the bene£'it of City. Wage Ra tes A. Duty to pay Prevaidirag Wage Raies. The Contractar sha11 comply with all xeQuiare�ents of Chapter 225$, Texas Governrnent Cade {as amended), incl�id'mg the payment of not less tkan the rates deterznined by the Ci�ty Counc� of the City of For� Worth to be the preva�ing �age rates in accardance vvi�h Chapter 2258. Suek� preva�7ing wage rates are included in these Con�raet Dacuments. B. Fencrliy for Violation. A Cantractor or any SuY�contractor vahfl da�s not pay the prevai�ing wage shall, upan demand made by the City, pay ta the City $60 far each worker employ�d for each calendar day orpart of the da.y that t3ie worlcer is paid less khan the prevailmg wagerates stipulated in these cantraci docurnenis. This penalty shaIl be retained by the Ciry to offset iks administrative costs, pursuant to Texas Governrnent Cade 2258.023. C. Complaants of Yiolatians and Caiy Deter�ninaiion of Gaod Cause. On receipt nf infarrnation, including a complaint by a worker, concernit�g an alleged violation of 2258.023, Texas Government Code, by a Contrac�or or Subcontractor, the City shall make an initial detertninatian, before the 3lst day afterthe date the Ciiy receives the infortnation, as to whether good cause e�ts to believe that the vio�ation occurred. The City s�all notify in writing the Contractor or Subcon�ractor and any affected worker of its initial deterzx�.uaation. (7pon the City's deteimination tk�at there is good cause ta believe the Contractar or Subcontractor has vialated Chapter 2258, the City shall retam the full amounts cla�ned by the claimant or claimants as the di�fference betweenwages paid and wages due under t�e prevai�ig wage rates, such alnounts being s�xbtracted from successive �rogress payments pendi�a.g a final determination af the violation. CITY OF FORT WORTH DRAINAGE IMFROVENlENTS FOR LEBOW GI3ANNEI., AT 2,8T�-15T. STANIJARDC�JSTR[�CTEON SP8CCFICAT[DN DOCUIVIENTS Ci`�YFitO.iECTI+10.103052 Revision: SQ3li(ill 00 �rz ao - i G�NERAL CON�ITION 5 Page 26 of 63 � �: D. Arbitration Rega�iYed if Violation 1VotResoived. An issue relating to an aIleged violation of Sectian 225�.423, Texas Gavern�nent Code, in�cluding a penalty owed to the City or an affectedworker, s1�all be subrrzitted to bindin�g arbitratian in accordance with ihe Texas Generai Arbitration Act (Ariicle 224 et seq., Re�rised Stat�tes) if the Contractox or Subcontractor and any affected worker does not resplve the issue by agreemcntbefore ihe lSth day af�erthe date the Ciry nnakes zts initial determination pursuaat to Paragraph C above. If the persons r�quired to arbitrate under this section do not agree on an arbitrator l�e£are the llth day afterthe date that arbi�rahon is required, a district court shall appoint an arbitrator on the petatian of any of the persons. The City �s not a party in tbe arbitratian. The d�cision and award of the arbitrator is �n�.l andbinding on a31 parties and xz�ay be er�forced 'u� an.y caurt of competent jurisdiction. E. Records to beMaantained. The Contractar and each. Subcontractor shall, for a period Qf three {3} years foIlo�rmg the date of acceptance of the worl� rnai�ntainn recoxds t�aat show {i} the name and Qccupation of eaehworker emploqed by the Cantractor in the eonstructio� of the Work provided for in this Contract; and (u� the actual per diem wages paid to each warker. The records shall be open at all reasonabie hours for inspe.c4ion by the City. The pravisions of Paragraph 6.23, Right io Audit, shall pertain to this inspection. �. Pr�gress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall subn:ut an a£fdavit stating that the Cont�actor has camplied with the requireme�ts of Chapter 225$, Texas Goverinxr�ent Code. G. Pa�ting of Wage Rates. The Contractor shall �ost prevailnng wage rates in a conspicuous place at all times. H. Subcon�ractor Compliance. Tl�e Contractor shall ir�clude in its subcontracts and/or sha�l atherwise require all of iis Subcontractors to connply with Paragraphs A thraugh G abave. PatentFees arad Royalties A. Contractor shall pay all license fees and royalti�s and ass7.une aI1 costs incicient to the use in tl�e perforjnance of the Work or tk�.e ir�cozparation in the Wark of any mvention, dasign, process, px`ociuci, or device which is the subject of patent xzgb.ts or copyrights held by others. If a particular ��+ention, design, pracess, product, ar device is specified in the Contract Docux�nents £or use in the pex�oz-naa�ce of the Work and if, to the actual lcnowledge of City, its use is subject to patent rights or copyrights calling for the payment o� any license fee or rayalty to others, the ex�stence af such righis shall be ciisclosed hy City in the Contract Documents. Fa�ure of the City to disclose such iu�£oz�tion does nat relieve ihe Cant�•actor from its ohligations to pay for the use of said fees ox royalties to okk�ers. B. To the fi�llest extent permitted by Lativs a�ad Izegu.lations, Contractor shall indemn� and hold harmless City, from and against all clairrrs, cost�, losses, and damag�s (ineluding but not limiled to all fees and cha�ges of engineers, architects, attor^neys, andolherprofessionals and all court a� arbitration or other dispute resoluiion casts) arisi�xg out of or �elating to any infringenaeni of patent t^ights or copyrights incident to the use in the perfoyrnance ofthe Work or resultingfrom CI'I'Y OF FORT WDRT�-I pRA]:1VAG� IIviPROVEMENTS FOR LEBOW CIIANNEL AT 28TH ST. STANDARDCOtJSTRUCTIQN SP�CIfICATION DOCUM�NTS CiTYPRO]ECTNO. [03052 Revisian: $2'�/ZD2.1 oo��oo-� GENERALGONDITIDN S Page 27 of 63 the incorporaiion in the Wark ofany invention, design, pracess, proda�ct, ordevice notspecified in the CantractDocuments. 6.D9 Permits and Utilities A. Cantractor obtained pe�mits ara� licenses. Contractar shal� obtaixz and pay for all canstruction perrnits and ficenses exe�pt thase provided for in the Supplementa.ry Conditaox�s or Conixact Dacurnents. City shall assist Contractor, vsrhen nec�ssary, � obta�ng such permits and licenses. Contractar shall pay all governznental charges and inspectaon £ees necessary far the prosecution af �he Worlc which are applicab�e at the time of opening of Bids, or, i� there are na Bids, on the Effective Date of the Agreement, �xcept %r perrnits Qro�rided by the City as specified in 6.09.B. City shall pay al.l chaxges af utility awners for connec�ions far providmg permanent service to the Worlc. B. City obta.iraedpermits and licenses. Citywill obtain and pay far all permits and Iicezases as provicied for in the Supplem�ntary Condition� or Contract Documenis. It will be the Contractor's aresponsxb�ity to carzy out tke provisions ai the permit. If the Con�tractor itvtia.tes changes to the Cont�act and the City approves tlae changes, the Contractor is respons�le far ahtaining clearances and coordinating �viCh the ap�ropriate z�e�u�atory agency. The City wiU not reimburse the Contractor £or any cos.t associated with these requirernents of any City acquired permit. The �ollowing are permits the City will abtairn if required: 1, Texas DepartmentofTransportati�n Permrts 2. U.S. Army Corps of Engineers Pertnits 3. Tex.as Cominission on Environrnenta.l Qualiry Permits 4. Railroad Company Perimzts C. Outstanding permits anc� licenses. The City antici�pates aequisition af and/ar access to permits and licenses, �1ny outstandrng permits and licenses are anticipated to be acqu�red i� accordance with the schec3ule set farth in the �upplerr►entary Condrtions. The Praject Schedule submitted by the Contractar in accardance with the Contract Documents must consider any outstanding pertniis and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall cornply with all Laws and Regulations applicable to the performance of the Wark. Except where atherwise expressly requu-ed by applicable Laws and R�gulations, the City sha�I not he responsible for nnonitoring Cont�ractor's coxnplian.ce wzth any Laws or Regulations. S. IfContractox perfoz�nns any Work �rnowing or having reasanto laipw tltat it is contrary �o L,aws or Regulations, Cantractar shall bear all. clainas, eosts, losses, and damages (�cluding but not lmliied to all fees and charges of engin�ers, architects, attorneys, and ather professionals and all CITYOF FORT WC7RTH I�RAII�TAGE IMPROVEMENTS FdRLEBOW CIIANNELAT 28TH S'�'. STANDA1tDC0AfSTR�1CTI0N SP�CIPCCAT10tJ IJOCUMENTS CITYPRO.CECTN0.103052 Revision: 82.�1 �072D0-I GENERAL CONDITION S Page 28 of 63 court or arbit�ation or ot�ier dispute resohttion co�ts) arisiug out of or relating to such Work. However, it shall not be Cantractor's respo�s�ility �o make certain that the Specifications and Drawings are in aecordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes m Laws or Regulatians not known at the time of opening of Bids having an effect on the cast or time of performance of the Vl7ork may be tlie subjecti of an adjustment iti ContractPrice ar Con�ract Tux�e. 6.1I Taxes A. On a contraet awarded by the City, an organizaiian w�ich qualifies for exerription pursuant to Texas Tax Co�e, Subchapter H, Sectian� � 51.301-335 (as aznended), the Contractor may purchase, rent or lease all rnaterials, supplies and equipment used ar consurned in tkie pe�E'oz�xxaance a£ this contract by issumg to his supplier an ex�mption certif'icate in lieu of ihe tax, said exemption certif'icate to comply with State Comptroller's Ruling .007. Any such exemption certif"icate issued to the Contractor in. �.eu of the tax shall be subject to and shaIl comply with the provisiQn of State Coinptroller's Ruling .011, and any other appfieable z-�lings pertainuag to the Texas Tax Code, Subchapter H. B. Te3cas Tax permits and 'mformation may be obtained from: 1. Gomptroller of Public Accounts �ales Tax Di�uision CapitaI Station A�tin, TX 7$711; or 2. http://w�;r.�rindovv.state.tx.us/taxinfa/iaxforms/93-farn�.htrril 6.12 Use of Sife and Other Areas A. Lir�itatinn nn Use of Site and Other Apeas: Contraetor shall con�'r�e constructian equipzz�.ent, the storage of z�aaterials az�d equipment, and the operations of work�rs ta ihe S�e and other areas pertnitted by Laws and Regulations, and shall not unreasonably encumber the ,Site and otf��r areas �vith canstruction equipment or other materials or equi�ment. Contractor sk�all assume full responsibility for any damage to any such land or area, or to the owner or oceupant thereof, or of any adjacent land ar areas resulting; frn� t;be pexformance of the Work. 2. At any tizne when, in the judgment of the City, the Caniractor has obsi�-ucted or clqsed or is carrying on operations in a paz�on af a street, right-af-way, or easement greater than is necessary for proper execution of the Work, the City znay require the Cazatractor to fu�sh_ the section on which operat�ons are in progress befare work is cominenced on any additaonal area of the �ite. C1TY OF FORT WORTti DR.AINAGE IMPIZOVEM�NT5 POR LEHOW CIIANNEL AT 2$TH ST. STANDARDCONSTRUCTI(iN SPECIP[CA�ION DOCUIVIL�N`['S CITYPRO.fECTNO. [03052 Revisian: 8/L'i2[�1 ao �z oo . � GENE RAL GDi�D IT I Q N S Page 29 of 63 Should any Damage Cla.im be made by any such owner or occupant because of the pexfornrzance of the Work, Cantractor shall pzo�ptly attemp� to resalve tbe Darnage Clairn_ 4. Pu�suantto Pa�agr�aph 6.21, Contractorshall indemnifyand hold harmless City, from and against all claims, costs, losses, and damages arisirzgouf of or relating to any claim or action, legal or eq�citable, brought by aiay such awner o� occupant against City. B. Removal af Debris During Performance of the Work: During th.e progress of the Wark Contractor shall keep the Site and other areas free fram accumulatians of waste materials, rubbish, and other debris. Rernovai and dispasal of such waste nnaterial�, rul�bash, and other debris shall confozxn to applicab�e Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to tt�e Con�ractor that the clean up on the job site is proceeding in a ma�aerunsatis£actory io t�e City, if the Contractor fa�s ta correct tke unsaf.isfactory pxocedure, the City may take such direct action as the City deems appropr�ate to cQrrect the clean up d�iiciencies cited to the Contractor in the written notice (by letter or electro�i.c coammunicataon), and �lie costs ai such direct action, plus 25 % of such casts, shall be deducted from the manies due or to becozne due ta t32e CQntractor. D. Fanal Siie Cleaning: Priorta Final Accepta.nce af the Work Contractor shalL clean the Site and t�e War� and rnake it ready for utilizarion by City or adjacent property owner. At ihe cozxypletion of the Work Contraetor shall remove from the Site all tools, a�lianc�s, consiruciion equipment and machinery, and surplus materials and shall restore to original coaditian or better all property disturbed by the Wark. E. LoadingStructures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endar�ger the structure, nor shall Con�ractor subject any part of the Work or adj�cent properry to stresses or pressures tha.t will en.danger it. 6.13 Reeord Docur�ents A. Contractor shall znait�tain � a safe p�ace at the Site or in a place designated by the Cantractor and approved by the City, one �1) record copy of all Drawmgs, 5pecificatians, Addenda, Change Orders, Field Orders, and written i�terpretatio�ns �.nd clarif'�cations in good �rder and annotated to s�ow c}�anges made during construction. These recard documents togethez- wikh all approved Samples and a counterpart of alI accepted Submittals wi71 be a�ai�able to City for reference. Upon completion of the Work, these recoxd docuaments, any operation and maintenance manuals, and Sub�nnittal� w�I be delnrered ta City priar to Final �nspection. Cont�aetoz sha� inc�de accura�e locatians fox buried and irnbe�ded iterns. b.14 Safety and Protectiort A. Contractor shall be salely respons�ble for initiating, maintaining and supervising all safet�r precaut�ons and programs in connection with tkze Work. Such. r$sponsxb�ity daes nr,t relieve Subcontractors of their responsibility for the safety ai persons or property in tk�e perfo�rnance o� their work, nor far compliance with applicable safety Laws and Regulations. Con�'actor shall C]TY OF FORT WORTH DRpINAGE IMPRO'VEME1+3T5 FOR LESOW CHANNEL AT 2$TH ST. S7'AM7ARDCONSTRIICTION SPECIFICATIqN DOC[IMENTS CITYPROJECTIVO.103052 Revision: 8I131�1 007200-1 GENERAL C�Np ITION S Page 30 of 63 6.15 6.15 6.17 takE all necessary precautions for the sa£ety of, and shaU provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be af�ect�d by �Yie Work; 2. all the Work and znaterials and equipment to be ir�corporated therein, whether in storage on or off tha Site; and 3. o�her properry at the �ite ar adjacent thereto, inclucling trees, shrubs, Iaw�as, walks, paverrients, roadways, structures, utilities, and Undergrour�d Facilities not designated for removal, relacatian, or replace�ment m the course af constructzon. B, Cantractor shaIl compIy with aIl applicable Laws and Regulations relatin.g to the safety of persons ar property, ar to the protection of persons or property frorn dama.ge, injury, or Ioss; and shall erect and mamtain. all necessazy safeguards for such safety and pro�eciion. Contractor shall notrfy owners of adjacent property and of Underg�rown.d Faea7ztzes and oiher u�ility owners rvhen prosecution tif the Wark may affect them, and shall coaperate witkz t�aem in #he protection, removal, zelocation, and replacement r�� their property. C. Contractor shall coznply wrth the applicable requirements of City's safety programs, if any. D. Coniractor shall inform City of the spee�'zc requ�rezz�ents of Contractor's safety prograrri, i� any, with which City's employees and representatives must comply whiie at the Site. E. All damage, injuYy, or loss to any property referrec�to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indi�rectly, in whole or �n part, by Contraetor, any Subcontractor, Supplier, or any other individual or entity darectly ar indirectly employed by any a� thenr� to perforrn any of the Work, or anyone far whose ae�s an� of them may be liab�e, shall be remedied by Contractor. F. Cont�•actor's duties and zespons�b�ities �or safety and for protection af the Work shall eontinue unt� suc�i time as all tlae Wark is campleted and City has accepted the V4�ork. Sa,�ety Representaiive Contractox shall inform City m writir�g of Cantractor's designated safety repre�entati�e at the Site. Haza�d Corjamunxcation P�ograms Contractor shall be responsrble for coordinating any exchange of rnaterial sa�ety daf.a. sheets or other hazard ca�na.uniGation information required to be tnade ava�7able io or exchanged betwee�z ar arn.ong empIoyers in accordan.ce with Laws or Regulations. Emerge�acies and/arReci�ccttion A. I�x emergencies affecting the safety or protection of perso��s or the Work or property at the Site or adjacent thereto, Contractbr is obIigated to act to pre�went threatened damage, injury, or �oss. Contractor shall give Ciry prompt written notice ii Can�racior believes that any significant C1TI' OF FpRT WORTH pRAII�TAGE IMPRQVEMEN'i'S FQR LF�QW GHANNP,L AT 28TH ST. STANDARDCONSTRUCT[ON SPECIFICr�TION DOCiTML`NTS. CITYPRO.�ECTND.103052 Revision: 81Zi1�Y21 U07200-1 GENERAL CONDITIQ3J S Page 3l of 63 cllanges in the Work or variations from the ContractDocuments have been causedtherehy or are required as a result thexeof. If City dete�rnvnes that a change i� tke Contract Docurnents is required because of the action talcen by Can�ractor in response to sucla an emergency, a Change Order may be �sued. B. �hould the Co�tract�r fa� to respond to a request from ihe City io rectify any discrepancies, omissions, or correction: necessary ta coz�ama with the requu-ements of the Con�ract Docutnents, the City shall g'rve tbe Contractor written notice that such work or changes are to be per%rmed. The written no�ice shali dii-ect attention to the discrepant condition and request the Contractor #a take remedial action to coz�rect �he c�nditian. In the event the Cantractor does not take positive steps to fulf'ilI this written request, or does not sbow just cause for not taking the proper action, within 24 hours, ti�e City rnay take such remedial action with City forces or by contract. The Ciiy shall deduct an amount equal to the �ntYre costs for such remedial action, plus 2S%, frarn any fiinds due ar becorne du.e the Contract4r on tlae Pr�ject. 6.18 Submittals A. Contractor shall subrnit required Submittals to City for review and aeceptance in accardance with the accepted Sch.edule of Subn�iitals {as required by Paragraph 2.07), Each subrnittal will be identif'�ed as City may require. 1, Submit niunber of copies specified 'm the General Requiremen�s. 2. Data shown on the Subrnitta�s will be compl�te with respectto c�uan.tit�ies, dinr�ensions, spec�ed pexfoz-m�ance and design criteria, ma�eria�, and siinilar data ta show City the sezvices, materials, and equipment Contractar praposes to provide and tn e�able City to review the �farmation for the limited purposes xequiz�ed by P�agraph 6.18.C. 3. Subzauttals submitted as herein provided by Contractar and xev�ewed by City for confortnance with t1�e des�gn concept shall be executed in confarmity with the Contxact Docurnents unless othenv�se required by City. �, VVhen Submittals are subrnitted for the purpase of showix�g tk�e installation m greater detail, t}atteix' review shall not exeuse Confiractor from requirements showtx on the Drawings and Specification.s. 5. �or-Inforrnation-O�ly submittals upon which tkae City is z�ot expected �o cpnduct review or take responsive action rnay lie so identif'ied in the Contract Docuznents. 6. Suhmit requi�ed n.urr.aber �f S�mples speeified in the Speci�cations. 7. Clearly identify each Sample as to matez�ial, Supplier, pertirient data such as catalog nurnbers, the use for which intended and other data as City rnay require to enable City to review the sub�x�zttal for the 1'nnited pur��oses required by Paragraph 6.18.C. C1TY pF FORT WORTH DRAINAGE IMPRqVF,MP,NT5 FOR LEB01�V CTTANNEL AT 2STH S'F. STANQARDCOAiSTRUCTIOiI' 3PECI�ICATfON DOCLIMENTS CITYFR07ECTN0. [03052 Revision: 823C1021 oo7zoo-i GENERAL OON� ITION 5 Page 32 of 63 6.19 6.20 B. Where a Submattal is requzced by the Con�ract Docurnents or the Schedule of �ubmittai�, any related Woric perfarmed pr�or to City's review and acceptance of the pertiz�ent sub�niztal w�71 l�e at the sole ex�ense anc� responsybil�ty of Contractor. C. C'ity's Review; 1. City will pravide timely review of required �ubmu.ttals in accozdance wi�h the Schedule of Submittals acceptable to Gity. City's review and acceptance wzll be only to deternvne if the items covered by the submittals will, aftex instaliation ar incorporation in the Work, conform to the informa�ion given in the ContractDocuments andbe compatrble with the design concept of the eompleted Project as a functioning whole as iz�dicated by the Contract Documents. 2. Ciry's revievv and acceptance will not extend to means, methods, tec�niques, sequences, or procedures of cpnstruction (except where a particular means, method, technique, sequence, fl� procedure of constructaon is specifically and expressl� called far by the Con�ract Docunaents) ox to safetypxecautions or programs incident thereto. The review and acceptarice of a scparate item as such will not indicate approval af the asseznbly in. which the i�e�n functions. 3. City's re�iew and acceptance s�.a� not xelieve Cantractar fro�n xespons�bility for any variation from the requirements of the Catatract Dacuments �nless Cont�ractar has comp�ied w�Yi the requirements of Sectian O1 33 fl0 and City has given written acceptarzce af each such variation �y spec�c writt�n notatinn Y.hereof incorporated in or accompanying the SubmittaL City's review and acceptance s1�aIl not relieve Contractar from responsibility for complying with tfie requirements of tk�e Contxac# Documents. Cantinuingthe Work Except as ot3�erwi�e pravided, Contracior shaIl carry on th� Work and adhere to the Project Schedule during all disputes or disagreements wit1� City, No ViWark shall i�e delayed ar post�oned pending resolution of any disputes or disagreennents, exce�t as City and Cont�actor may otherwise agree in writmg. Contracto� s Generad Warranly and Guarantee A. Contractor warran�s and guarantees to City that all Work w�l be � accordance with ihe C.oniract Dacume�ts and will not be d�fective. Ciry and iis officers, directars, members, partners, ennployees, agents, cansultants, and subcantractors shaIl be entitled to rely on representation of Contracior's warranty and guarantee, B. Contractor's warran�y and guarantee h�reur�der e�cludes defects or damage caused by: I. abuse, modificatian, or itnproper mainienance or operatio� by persozas other than Contraetor, Subcontaractors, Suppl�ers, or any other individual or enttty for whom Cantractor is responsible; or CITY OF FORT WORTH DRAI1+IpGE IMPROVF:MF.NTS FQR LESOW CHANNEL AT 28TH ST. STA7IDARDCONSTftUCT14N SPEC[TICATION AOCUMEN'I'S CI'TYPR07ECTN0.103Q52 Revision: 823�021 00 �a ao - i cENERa�coNo�r�o�as Page 33 of 63 2. noimal wear a�d tear under nortnal usage. C. Contractor's obligation to pexfoz� and co�plete the Work in accardance with the Contract Documents shall l7e absolute. None of th.e following wi� constitute an acceptanee ofWork that is not iri accardance wi�h the Contract Documents or a release of Contraetor's Qbligation to pez-�'orm the Work in accordance with the Contract Docurnents: 1. observat�ons by Ciiy; 2. recomrnendatio� or pa�ent �y City of any progress or frnal payment; 3. the issuance of a certi�icate of Final Accepfia.nce by City or any �ayment related thereto by Czty; 4. use or accupancy of the Work or any part khereof by City; 5, any r�view and acceptance of a Submittal by CityT; 6. any ia�spectzoz�, test, or approval by others; or 7. any eorrection of defective Work by City. D. The Contractar shall remedy any defects ar damages in the Wark and pay for any damage ko other work or property result�g tlierefrom which shall appear witihm a period of two (2) yeaes from the date of Final Acceptance of the Work unless a longer p�riod rs speci�ied and sl�all furnish a good and sufficient main�tenance bond, conaplying with the requirements of Artiele S.O�.B. The City w�l give notice of observed defects wi� xeasozaable promptness. 6.21 �ndemnification A. Co�taractor covenants and agrees �o indemni�'y, hnld haxmless and defend, at its o�vn e�pense,the City,its o�cers, se�rvants andenaployees,fram and againstany and all claim� arising ou� o� or alleged ta ar�ise out o� the work and services to be perfonnned by #�e Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THT� iN17F.MN1"F'TC'.ATI�N PRO_VI�L N TS SPFCIFiCALLY INTENDED TO [lP .{�TF��ND RF FFFF['.TTVF. FVFN TF TT Y� AT.T.FCF.D ()R PRCIVEN THATAL � {7R �nMF, (�F THE nAMAGES BEI]N_ T SOiTGFI�' �$F .A 1SF,D. TN WHOLF OR TN ��RTf RY ANY ACT. (�MT�STnN (�R NF(�T�ICF,NCF�_QF THE CiTI: This indemnity provision is inte�ded to include, withauf limitation, indemnity for casts, ex�nsesand leg�l fees incurred by the City in defending against such claims and causes of actions. B. Corntractorcovena�tsandagreestoindernnifyandhoidharmless,atitsawnexpense,theCity, its office rs, servan#� and e�ploye�s, fram and against any and all los s, damage or destr�uctrnn ofproperty of the City, arising ont of, or alleged to arise out o� the work and services ta l� perfarmed by the Contractor, its officers, agents, employees, subcontractors, licensc�s ar iz�virtees under this Contract. THYS ND MNI I�ATION PROVISiON IS CITY pF FOI�T WORTH DR.AINAGE TMPROVEM�,'�ITS �'OIt LEBOW CiI.ANNEL AT 26TH 8T. STANDARACiSNSTRUGTION SPEC[�[CAT[ON DOCUTitENTS C[TYPRplECTiYq.103052 Revision 8232{�1 00 72 04 - i G�NERAl.CA�i01TI0N S Pnge 3�} of 63 6.22 6.23 � -�--= --� \ 1 1 i � ' :: ._�li : _ _ � / \ 1 i: ':i / ► . �: /�l � : 1:1/ : ► � _ '�fl .!_ : 1 _ 1 �� ! � �1► ' : : _:_ : ► i 1� � ► � :, �- -- -� -- �- �� - Delegatio�a of Professianal Design Services A. Coniractor will not be reqcured to pravide professional design serv�ees u.z�less such services are specif'zcaliy required by the Contraet Documents far a portian af the Work or unless such services are required t4 carryout Can�ractor's responsba7ities for co�struction means, methods, techniques, sequenc�s and procedures. B. If professianal design services or c�rtif'ications by a design professional related to systez�ns, ina.terials ar equapzx�ent are specificaIly required of Con�ractor by the Contract Documenis, City w�l specify all perfoz7m�ance a�d design critexi,a, tbat such services must sat�sfy. Contractor s�all cause such services ar certifications to be provided by a properly iieensed professional, whose signature and seal shall appear on alI drawings, calculations, specif'zcations, certif'rcations, and �ubnvttals prepared by such professionaL Submittals related to the Work designed or certif'ied by sueh �arofessional, if prepared by others, shall �ear such professianal's writEen appro�va! when submitted to City. G City shall be entitled to rely upan the adequacy, aecuracy and connplete�ess of ihe serviees, certifcatians or approvals performed by such design professiana�s, provided City has speci#ied to Contz�ctor perfrornaance and design criteria that such services r�ust �atisfy. D. Pursuant ta this Paragraph 6.22, City's review and acceptan�e of design calculations and desiga drawmgs wi11 be only far the litnited ptupose of checkmg for co�'ormance with perfonrnance and design cz-i�te�a. given and the design cqncept expressed'm the ContractDocuments. City's review and acceptance of Subnraitta]s (except design calculations and desig�n drawings) wiIl be only for the purpose s�ated in Paragraph 6.1$.C. Rrght to Audit A. The Contractor agrees that the City shall, until the e�iration of three (3) years after final paytrient under this Contract, i�.ave access to a�d tk�e right to eacaxnine and photocopy any directly pert�ent bool�s, dacuments, papers, and records af the Contractor invoivang transactions relat�g to this Contract. Contractor agrees t.�at the Gity shaIl ha�e access during Regular Working Hours to all necessary Contractor facilities and �hall be pro�ided adequa�e and appropriate wark space in order to conduci audits in compIiance witk�. t,�.e provisions of this Paragraph. The City shall give Cantractor reasottable advance notice of intended audits. B. Cont�actor further agrees to mclude m alI rts subcontracts hereunder a pro�i�ion to tkie effect that the subcontractor agrees that the City shall, until the expiration of three (3) year5 after fina! payment under this Contract, hav� access to and the right fo examine and photocopy any directly pertinent b�oks, documents, papers, and records of such Subcontractor, i�nvolvizig ixa�sactions to the subcontract, and further, thaf City shall have access during Regular Working Hours to all CITY OF FDRT WORTH DR.A.77lTAGE IMPROVEME�'I'S Fq8 LEBOW CHANNEL AT 28TH 5T. ST,ANDARDCONSTIt{1CT{ON SPEC[CICATION DOCiIMENT3 CITYPRO.rECTN0.103052 Revision: 8/23f1[}21 ao �z oo - i GENERAL CAND ITION S Page 35 of 63 Subeontractor facilities, and sk�ll be provided adequa.te a�d appropri�te work space m order to conduct audits m compliance with the provisions of this Paragxaph. T�ae City shall give Subcontractor reasonable acivance notice of intended aucl�ts. C. Contractor and Subcantractar agee to photocopy such documents as may be requested by the City. Tb.e City agrees ta reimburse Cor�tractoz for tk�e cost af the �opies as foflqws at fi1�e rate publ�shed it� the Texas Admiz�:istrative Code in effect as of the tinme copy�n.g is pez-�'o�ned 6.24 Nandisc�imir�atian A. The City i� responsilale for operating Public Transportation Prograrns and implementing iransi�� related pro�ec�, which are funded in part with Federal fiz�anci.al assistance awarded by the U.S. Department of Transportation and the F�deral Transit Aciministration (FTA), wit�out d�scrAninatia�g against any person m the ZTnited States on the basis of race, color, ar national origin. B. Title I/I, Civil Rtghis Act of 1964 as a.mended.• Contractor shall comply with tlie regu�rements of � th.e Act and the Regulatzons as furtk�er defined in t1�e �upplementary Conditions far any project receiving Federal assistanc�. A.l�'TICLE i— �THER WORK AT THE STTE 7.01 Relatecl Work at Site �. C.ity may perform other work related to the Project at fhe Site with City's ez�aployees, or other City contractors, orthrough other direct coniractstherEfor, or ha�e other work performe�l byutility owners, If such other work is not noted in the Contract Documents, then written notice thereof wzll be given to Contractor pr�or to starting any such othez work; and B. Contractor shall afford each other contractor wlio is a party to such a direct contract, eachutility owner, and City, if' City is performing ather worl� v�riih City's emp�oyees or oth�r City contractors, proper and safe access tn the Site, provide a reasonable opparttuuty for th� introduction and sfiorage of materials and equiptnent and the execution of such other wark, and properly coordiriate the Work with theirs. Contractor shall do all cutting, fitting, and patehir►g of the Wark that may be requu-ed to properl� cannect or oth�rwise make its several parts co�ne iogether and properly i�ritegrate rvith such ather work. Contzactar shall not endanger any wark of others by cut�ing, excavating, or atherwise altering such woxk; pra�ided, hawever, that Contractoz rnay cut or alter others' work with the written consent of City and ihe athers whose wark will be affected. C. I�the proper executian or results of any part of Cantractor's Work depends upon vvork performed by others under t.�is Article 7, Contractor shall rnspect such other work and promptly repai-t to Ci�y in writing any delays, defects, or deficien.cies in such otk�ex war� tb.at rez�der i# u�available or �uitable �or the proper execution and r�sults oFContractor's Work. Contractor's failure to so report �vill constitute an acceptance of such other �vork as fi� and pro�er for integratiQn with Contractor's Work except for latent defects in the work provided hy others. CTTY OF FORT WOT2'I'li DRAlNAGE I1�PRQVF:MF..�fTS FOR LEBOW CI�ANNF:i. AT 28TH ST. STANI7AIbDC01dSTRUCTION SFCCiPICA'iION A�CZIMENTS CITYPROlECTNO.IU3U52 Revision: 8/23/2021 oo7aoo-� GENERAL CON� ITION 5 P age 36 of G3 7.02 CooNdinatinn A. If City intends to contract v�rith of,�ers for the performance of other wrnrk on the �roject at the �ite, the following will be set forth in Supplementary Conditions: 1. tk�e individual or entfiy who will have authoriry and responsbility for caordinatian of the activities amang the various cantractors will be identifed; 2. the specific matters ta be covered �y such authority and responsability wi11 be iterna�i.zed; and 3. the exten# of such authority and responsibilities will be �rovided. B. Unless otherwise provided 'm tlie Supplerxzentary Conditioz�, City shall ha.ve autharity for such coordinaiion. ARTICLE 8 — Cx'�Y'S R.�SPONS�BZLIT�ES 8.01 Cam�nunacations to Contr�ctor Except as othcrwise provided in the Supplemeniary Conditions, Ci�y shall issue all conununications to Gontractor, 8.02 Furnish Data City shall timely furt�sh the data xequired under the Contract Documents. 8.03 Pay When Due City shall make payznents to Contractor ffi accordance with Article 14. S,[}4 Lands and Easernents; Reports and Tests :i . 1. City's duties �rith respect to pro�viding lands and easements azxd providing engineering surveys to esiablish reference points are set forth in Paragraphs 4A1 and 4A5. Paragraph 4.02 refers to City's identnFying and znakin.g available to Cont�actor copies of reports of explora�ions and tests of subsurface conditions and drawings o:f physical conditions relating to e�ting surface or subsurface stractures at or contiguous to the Site that 1��e �een utilized by City in prepaxin.g the Co�tract Documents. Change Orders City shall ex�cute Change Or�ers in accoxdance wit,� �aragraph 10.03_ Znspectto.ns, Tests, and Approvals City's xespon.sibiliiy with respect io certain insp�ctions, tests, and approvals is set forth m. Paragraph 13.03. CITY OF FORT WORTI-T DRAA�TAGE iMPROVF.MFNT$ FOR LEBpW CHANNEL AT 2$TH ST. STANDARDCflNSTRUCTIO� SPECf�ICATIDN DOCUM�NTS CITYPRO.IECTN0.103052 Revision: 82'i�2021 00 �z oo - � GEN�RAI. CAND ITION S Page 37 of 63 8.07 Limitations ora City's Respon,sibilities A. The City sh.all not supervise, direct, or �ave control ar authority over, nox be respons�le for, Contractor's naeans, methods, techniques, sequences, or procedures of construction, or the safety �recautior�s and programs incident tl�ereto, ar far any failure of Cpntractnr to comply with Laws and Regulatinns applicable ta the pezfoz�ance of the Wark City will not be respons�l� for Contractor's failure to perf'orin ihe Work in accordance wi�h the Contxact Documents. B. City will notifiy the Contxactar of appficab�e safety plans pursuant to Paragraph 6.14. 8,08 Undisclosed �Iazardoads Etavironmer�tal Conditi.on Ciky's responsi�ility with respectto an undisc�osed Hazardous Enviironme�ta.l Conditian is set foxth 'rn Paragraph 4.06. 8.09 Cornpliance with Safety Program While at the Site, Cnty's employees and representatives shall comply with the specific applicable requiarrerrr�ents of Contractar'� sa%ty prngrams of which City has been ix3.fox�r�ned pursuant to P aragaph 6.14. ARTICLE 9— CITY'S OBSERVATION STATC7S DURXNG CONSTRUCTION 9.01 City'sProjectManager City will provide ane or more Project Manager(s) during the constructior� perrzocL The duiies and responsib�7ities and the lirraitaiio�s of authority of Ci�y's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager fnr this Corttract is identified 'm the Supplementary Conditions, 9.02 Visits to Site A. City's Project Manager wi11 make �isits to t.�:e Site at intervals appropriate to the various stages o£ co�ast�uction as City deerns necessary in ord�r to observe the pxogress ilaat has been rnade and the quality of the various aspects of Coniractor's executed Work. Based on infozmation abtained during such visits and observatians, City's Project Manager wiIl d�t�r�nine, in general, if tkxe Work is proceeding in accflrdance with the Contract Docu�me�ts. City's Project Manager w ill r�ot be required to make e�chaustiv� or continuous inspections on the Site to check the qualiry or quantity af tlse Wor�. Ciry's Project Mana�er's efForts will be directed toward providing C'rty a greater dEgree of confidence that the co�npleted Work w�i confonn generally to the Contract DoGurnents, B. City's Project Manager's vis�ts and observations are subject to all the 1'unztations on aukharity and respons�ility in the Contract Docwnents mcluding those set forth in Paragraph 8.07. CITY OF FORT WORTH pRAINAGE IMPROVF.MENTS FpR LEBQW CiIANAfEL AT 2$TH ST. STANIDARDCQNSTRIICTIDN S��CT�ICAT10tJ DOCLTMENTS CI'i`YPROJECTNO.103052 Revision: 82"iROZl ao�zoo-� c�rv�wa�, coNn�rio� s Page 38 of 63 9.03 Auth�rized Vardations an Work + �. . �. ` i: City's Project Manager may authorize mmo� variations m the Work from the requ�emer�ts of fi1�e Contract Documents which da not involve an adjustment in the Contraet Price ar the Contract Ti�e and are com.patzble with the design concept of the completed Projeet as a funetioning whole as indicated by the Contract Documents. These may be accomplished by a Fi�1cl Order and wi`Ll be bind�g on City and aiso on Con�ractor, who shall p�rform the Work uivolved prornptly. RejectingDefective Work City will have authority to rejeci VSJork whtch CiLy's Project Manager believes to be defective, or wi11 n�t produce a comp�eted Praject that conforms to the C�ntract Documents or that will pre.judice t17e �tegrity af the design cancept of the campleted Project as a functioning whole as indicated by the Contract Doc�ents. City will laave authozi�ly to conduet special ia�spect�on ox testing o£ t�e Work as provided ia Article I3, whether ar not the Work is fabi�icated, installed, or completed. Determindtions for WarkPerformed Contractar will detern�ine the actual qua.��ties and classi#icat�ons of Work perfoz-z�aed. Ci�ty's Project Mana�er will review with Cantractor the preliminary determinations on such matters before rendering a written recommenciation. Ciiy's wri�ten decision �rill be final (except as modi�ied to reflect changed fact�ial conditio�ss or more accurate da:ta). Decisi�ns on Reguirements of Contt-actDacuments anclAcceptabilaty af Work A. Ciry will he tl�e inirtial intez•pxetex of the requarernents of the Con�ract Docuxr�en.ts and judge of the acceptability o�'the Work thereunder. B. City will render a written decision on any issue referred. C. City's written deci�ion o� tk�e issu� xeferredwilI be fanal and bmdiug azx tY�e Contractar, subject to the provisions of Paragraph 10.06. ARTYCLE lU — CHANGE� IN THE WORK; CLAIMS; EXTRA WORK 10.01 Autho�-ized Changes i� the Work memoria.lized by a Change Order rvhich may or may not precede an arder ofExira work. A. Without invalidaiing the Contract and without notice to any surety, City may, at any time or froin time to time, order Extra Work. Upon noiice of such Exira Work, Contractor shall promptly proceed w�itl� �he Woxk i�vol�ed which will be perfaz�ned under the applicable canditions of the Contract Documents (except as otherwi�e specif'ical�y provzded). Extra Work shall l�e B. Far nn�ior changes of Wark not requiring cl�anges to Contract Time or Cantract Price, a Field 4xder �nn.ay be issued by the City, C1TY pF F4RT WORTH tiT�iI+iAGE IMYRO'VEMENTS FOR iEBOW CHANNEL AT 28TH ST. STANDA1tDCONSTRUCT[ON SPECIFICAT[ON DOC[T�viBNTS Revision; 843n{lZl CITY PRpJECT [�TO. 163052 oa �a oo - i GENERAL CDN�ITION S Page 39 of b3 10.02 Unautha�ized Chc�nges in the Work Contractor shall not be entitled to an increas� in ihe Cantract Price or a� axiension of the Con�ract Time with respect �o any wark performed that is not required by ihe Contract Documents as azr�ended, nnadiffed, or suppleme�.ted as pxovided in Paragraph 3.04, except in the case of an ernergency as provided in Paragraph 6.17. 10.Q3 Execution of Change O�ders A. City and Contractor shall ex.ecute apprapriate Change Ord�rs covermg; changes in the Work which are: {i) ardered by City pu�rsuant to Paragraph 10.01,A, (u) required because af accepta.nce af defective Work under Paragraph 13.08 or City's coz�rect�on of de�ective Woric under P aragraph 13.09, ar (iii) agreed to b� the parties; 2: chatages �in. tlae Co�tract �rice ox Contract Time which are agreed to by �ke parties, �ctuding any undisputed sum or amount nf tun.e for Work actually per#'ox�ed. 1 p. (}4 Extra Wa rk A. Should a difference arise as to wha� daes or do�s not constitute E��tra Wark, or as to the payment thereof, and the City inszsts upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account af the actual reasonahte cost ihereof. Cantract Clafms regarding Extra Work shall be �na.de pursuant to Paz�agrapI� 10.a6. B. The Contract�r s1�all fumish the City sueh installa�ion records of all dev�tions from the original Contrract Daeurnents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual insta�lation. C. The compensation agreed upon for E�tra Work whethe.r or not initiated by a Changa Order shall be a fi�ll, camplete and fi�al payment for all costs Con�ractor incurs as a result ar relatirig to ihe change ar Extra Work, w�.ether said costs are known, unl�own, foreseen or unforeseen at that time, inclucling without li�ni.tatzon, �� C05t5 �Ox C��jr, extended overhead, ripple or im�aact cost, or an� other effect on changed ar urichanged wark as a result of the change or Extra Worit. 10.05 Notification to Surety If the prov�siorts of any bond require notiee ta be grven to a surety of any claaz�ge aifecting the general scope of the Wark or ihe provisions of the Contract Documents (inch�ding, but not �united to, Contz�act Pr�ce or Contract Time), the giving af any such notice will be Contractor's responsibility. The amount of each applicable bonci will be adjusted by the Cantractnr to reflect �he efFect of any such change. CITYq� FbRT WORTT-T DRAIl+IAGE 3�vIPROVEMENTS FOR LEBdW CHAtVNEL A'£ 28TA ST. STAIVDARI]CONSTRUCTION SPECIFICATIOV DOCUMEiVTS CITYPR07ECTN0.103D5� Revision: SR3110'Ll 00�2�D-I G�NERAL CAiJD1TlON S Page 40 of 63 10.06 Contract Claims Process A. City's Decision Req�ired: All Conl�act Claims, except those waived pursuant to Paragraph i4.09, shall be referredto the City for decision. A decision by City shall k�e required as a condition precedent to any exercise by Con�raetrnr of any rights or remedies he a�a.y otherwise have under the Contract Documents ar l�y Laws and Regulations in respect of such Cantract Claims. B. Notice: 1. Written notice statin.g the general nature of each Cantract Claim shall be del'zvered by t�.e Contractor to City no later than 15 days after the start of the event giving xise thereto. The resp�ns�bility ta substantiat� a Contract Claim shaIl rest with the party rnaking the Contract Claim. 2. Notice of t.�te amount ar extent of the Contract Clairn, with supportrng data shall be delivered to the City on or befare 45 days from the start of ihe event giving rise thereto�(unless the City allows additional tirne for Contractor to suhmit additianal or rnore accurate data. in suppart of such Coniract Cla.im). 3. A Contract Claim far an adjustment in Contract Price shall be prepared iu1 accoardance wzth the provisians of Paragraph 12.OI. 4, A Coniract Cla� f�r an adjustment in Cantxact Tirn� shall be prepared in accordance c�vith tl�e provisions of T'aragraph 12.02. 5. Each Coniract CJaim shall be accompani.ed by Conixactor's wz-itten statezxxent that �e adjustm�nt claimed is the entire adjustment to wYuch the Coniractar belie�es it is entitled as a result of said eveni. 6. The Ci�ly shali submzt any response to the Contractor within 3Q da.ys after rece�t af the claim,arit's last subt�aittal (unJ.ess Cont�ract allow5 addi�aional t�nr�e). C. City's Aetion: City wiIl revievv each Cont�act Claim and, within 30 days after receipt of the last subnnittal af t;ae Contractar, if any, ta�Ce one of the �nllowing actinns in writing: 1. deny the Contract C�aim in w�ale or in part; 2, approve the Contract Claim; or 3. notify the Contractar that the City is unabl� ta resolve fihe Contract Cla�m ii, in tl�e City's sole discretion, it would be inappropriate far tlae Czry �o da so. For purposes of further resolutian of the Contract Claim, such notice shall be deemed a deniaL CITY OF FORT WORTii 1��tpINAGE TMYROVEMEN"I'S FOR LEBOW CIIADTNEL AT 28T1i ST. STANDARDCONS?RUCTIQN $PLCIF[CAT10N DOC[TMEiVTS CITYPROIECTN0.103052 Revision: S113l1021 U0 72 �0 - k GENERAL CONoITION S Page 41 of 63 D. Ciry's v�rritten action under Paragraph 10.06.0 will be fmal and binding, unl�ss Ciiy or Contractor invoke the disp�te resohztion procedwre set foxtb in Article 1& within 30 days o£ such action or deniaL E. No Cont�act Claim for an adjustment in Coniract Price or Contract Tune will he valid if not submitted in accor�ance with th� Paragraph 10.06. ARTICLE 11— COST OF THE WORK; ALL�WANCES; UNXT PRZCE WORK; PLANS QUANTZTY MEASUREMENT 11.01 Cost of the Wp�k A. Costs Included: The term Cost af the Work means the sum of all costs, except those excluded in Parag�-aph 11.O1.B, necessarily incu.rred and paid by Contxactor in the proper pexfoz7man.ce of the Worlc. When the va�ue of any Work covered by a Chan�e Order, the costs to be r.aimbursed to Cantractor will be on�y those additional or incrernental costs raquired b�cause ofthe change in the Work. Such costs shall not include any of the costs itemized in Paragraph I1.O1.B, and shall include b�t not be limited to �e fallowing items: 1. Payroll casts for employees in the direci emplo� of Contractor in the performance of the Work under sckeduies of job classifications agreed upon by City and Con�ractor. Such employees shall mclude, �x+it�out lnnitation, supermtendents, foremen, and nther persnnnel empioyed full time on t�ie Work Fayroll costs for emplayees not employed iull tune on the Work shaD le apportioz�ed on the basis of their tznne spent on the Wor�C. Payroll costs shail include; a. salaries with a 55°/n rnarkup, or b. sal�ries and wages plus the cost of fringe benefits, whi�h shall. include sacial seeurity contr�butiozis, u.nemployment, excise, and payroll taxes, workers' compensation, healih and retir�ment benef�ts, bonuses, sick leave, vaca�ion and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Houxs, or legal holida.ys, shall be included in �e above to the extent aufhorize d by City. 2. Cost of a11 ma.terials and equipment fiu�nished and incorporated in the Work, including costs of t�ansportat�an and storage �exeo�, a�d Suppliers' field sezvices requnre�l zn can�x�.ection therewvith. 3. Rentals of all construction equiprnent and machinery, and the parts �iereof vcrhether r�nted fram Contractor or others in accordance with rental agreements approved by Crty, and the costs of kraxisportatiox�, �oadirag, ►ualoadi�r�..g, assennbly, disaz�ant�g, an.d rezx�oval tk�ereo£ All such costs slaall be m accordance with the tez-ms of said rental ag�-eements. The rental of any such eq�ment, machinery, ar parts shall cease when the use ther�of is no Ionger necessaty fpr the Work. CITY OF FpRT WQRTH I}R,AINAC,E TMPROV'�MEN'i'S FOR LEHOW CHANNEL AT 28TH ST. STANDARDCONSTRUCT10iV SPECIF[CA1'ION DOCUME�IT"S CITYRROJECTNO.l030S2 Revision: 823f2021 oa-rzao-i GENERAL CON�iTIpN S Page 42 of 63 4. Payments made by Contractor ta Subcontractors for Work performed by Suhcontractors. If requ'ued Y�y City, Contractor shall obtam campetitive bids from subconiraciors aeceptable ta City and Contractor and sh�.11 deliver such bids to City, who wiIi �hen det�rmine, which bids, if any, wi71 be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcor�tractor's Cost of tl�e Warl� and fee shall be detem�ined in the same manner as Contractor's Casi of the Work and fee as provided in tia�s Paragaph 11.01. 5. Costs of special consultants (i�cluding �ut not limited to eng�eers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifica.11y related to the Work. 6. Supplemental cosis including the fo�lowing: a. The proportian of necessary transportation, travel, and subsistence expenses of Contractor's employees mcurred in drscharge of duties connected with the Work. b. Cost, including transpartaiion and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and tempora�ry faci�i�ies at the Site, and hand tools not owz��d by the workers, wluch are consum�d in the performance of the Work, and cost, les� rnarket value, of such items us�d but not consumed vvhi�h remain the property of Cont� actor. c. Sales, consuz�ner, use, an.d othex sirnilar Contractor is liable not covered under Regulations. ta.xes related to the Wark, and for which Para�raph 6.11, as ux�posed by Laws and d. Deposits lost far causes ather than negligence of Contractor, any Subcontractor, or anyone d'u�ectIy or in:direct,ly ezx�.ployed by any of the� ox �or uzhose acts any of them ma.y be 1iable, and royalty payments and fees for permits and licenses. e. Lasses and damages (and related expenses} caused by damag� to the Work, not coxxzpezasated by insurance ar o�erwise, sustamed by Contractar m connection witli the performance of the Woxlc, provided such losses and damages bave resulted frdm caus�s other than the negfigence of Contractor, any Subcontractor, ox anyone clirectly ar itxdirectly employed by any of Yh�m or for whosa acts any of them �ay be liable. Such losses sha11 inclue3e settlement5 made with the written cor�ent and approval of City. No such lasses, damages, and expenses shall be izzcluded an. the Cost o� the Work for the purpase of deter�lvivng Contractor's Fee. % The cos� o�utilities, fiiel, and sanitazy facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, teIephone and cornmunication services at the Site, express and courier services, and sintilar petty cash items in cannection with the Work. C1TY OP FORT WORTH 17RAIl�TAG� 1MPRO�M�:PTTS F�R LE90W CiIANMEL AT 28TH ST. STA,lYDrS:RIJCptJSTROCTION SPECEF[CATION IiOCLTMENTS CITYPRdIECTNp.103052 Revisian: 8i13/2021 U07200-1 GEEVERAL CONDi710N S Fage 43 of 63 h. The costs ofpremiums far all bon.ds and insurance Cantractor is rec�u�ed by the Contract Docuynents to purchase andmaintain. B. Cas�s Excluded: The term Cost of the Work shaIl not in�lude any of the followix�g itenns: 1. Payz�oll cosis and ot.�.er cozn�ensatian af Contractor's officers, executives, principals �of partnerships and soie proprietorsY�ps), general managers, sa£ety managers, engineers, arehiCects, �stimatars, attorneys, auditors, accountants, pu�rcb:asiung and contractiiig agents, expediters, tinaekeepers, clexks, and other personnel employed by Cont�actor, whether at the Site ox in. Contractor's pxivacipal or branch office for general admmi��ration of the Wori� and not spec�cally included in the agreed upon schedule of job c1�.ssifications referred to in Pa�tagraph 11.O1.A.1 or specificalty covered hy Paragraph l I.O1.A.4, all of whzck� axe to be cozasidered ac�r�ainistratave casts covered by the Contractor's f�e. 2. Expenses of Contractor's principal an.d branch offices other tlian Cont�actor's office at the Site. 3. Any part af Contractor's capital expenses, including interest on Cont�ractor's capital ern.ployed fox the Work and charges against Contraetor for delinquent payments. 4. Costs due to the ne�gence of Coniz'actor, any Suhcontractor, or a.nyone d'n-ectly or md'u-ectly employed by any of them or for w�ose acts any of thezn zxiay be lia.ble, �cluding but not limited to, the carrectian of defective Work, disposal of materials or equipznent wrongl.y supplied, and making good any damage to prnperty. 5. Other overhead or genexal expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be deterzx�ined as set forth in tkie Agreement. Wh�n t�e value of any Work covered by a Change Order fox an. adjustment in Contract Price is det�rmined on the basis of Cost of the Work, Contractor's f�e shall be determined as set �orth in Paragraph I2.O1.C. D. Documentation: Whenever the Cost of the Work far any purpose is to be determmed pursuant to Paragraphs i I.Q1.A and I1.O1.B, Can�ractor wilL establish and maintairi reeards ihereof in accordance �vith generally accepted accounting practices and submit in a�n�7m ace�ptahl� to City an iternized cost breakdowzi togetkxex with supporting data. 11 A2 Allowances A. Specified Allowance: Zt is understaod that Contractor has included in the Contract Price a1I allowances sa named in the �Con�ract Docuinents and shall cause t��e Work so covexed to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre-bid Allowanc�s; l. Cor�tractor agrees that: CiTYOR FORT W4RTEI DitA1NAGE IMPRqVEMENTS FORLEBi]W CHAN�iF.I, AT 28TH ST. STANDARDCONSTRUCTION SPECIi]CATION DOCUM�NTS CITYPR07ECTN0.103052 Revisiqn: 823C�021 c�o�zao-i GENERAL COND ITION 5 Page 44 of 53 a. the pre-bid allowances includ� the cost to Contractor of materials and equapzne�t required by tb.e allowances to be deIivered ai the Site, and all appficable taxes; and b. Contractor's costs for unloading and handling an the Site, labor, installation, overhead, profit, and other exp�nses contemp�ated fflr the pre-bid allowances have been fficluded in the allawances, arsd no demancl f'or additional payrnent on account of any of the faregoit�g will be valid. C. ConlingencyAllowance: Contractor agrees that a contizagency allowance, if any, is for the sole u�e oi City. D. Prior to final payment, an appropriate Change Order will be issued to refleci actual amaunts due Cont�ractor on account of Work covered by allowances, and the Contract Price sha1l be correspondingly adjusted 11.03 UnitPrice Work A. Where the Cont�aet Dacuments provide that all or part of the Wark is to be Unit Price Wark, initially the Contract Price will be deezn.ed to in.clude for all Unit Price Work an arnount equal to tha sum of th� wsit price for eachseparately identified item of Unit Price Work times the estimated quantity af each rtern as indicated in the Agreement. B. The estunated quantities af items df Unit Price Work are not gaa.ranteed and are �olely for the puz-pose af coz�rzparisan of Bids and determining an initial Contract Pric�. Determinations of t�e actual quantities and c�assif"zcatiot�s af Uxzit �rice Work performed by Cantra�tor will be made by Ciry subject to the provisions of Paragraph 9.05. C. Each uni� price will be deemed to include an amount considered hy Contractor to be adequate to cover Contractar's overhead and pro�t far each separately zdez�t�'ied i�em. Work described in the Contract Documents, or reasonably imferred as required �or a fualctionally compleie �stallation, but not identified in the listi�g of unit price items shall he can�idereci incidentaI to unit price work listed and the cost af incidental work includ.ed as part ofthe uxut price. D. City may make an adjri5tnaent in f.�e Cantract Price in accordance wit� Paragraph 12.01 if: I. the quantity of any itern of Unit Price Wark perform.ed by Contra�tar daffers rinaterially and significantly fro� the estimated quantity of such iiem indicated in the A�reement; and 2. there �s no cor-responding adjtastaxaent wzth zespect to any other item of Work. E, Increased or Decreased Quantities: The City xeser�es the rigbt to ordex Extra Work in accarda.nce with 1'aragraph 10.01. l. If' ihe changes iz� qua�tities ar the alterations do not signi�ic�ntly change the character of work under the Cantract Docut�.aents, khe altered work will be paid for at the Contrac� unit price. C1TY OF FORT WORTH DRAINAGE IMPROVEMENi'S FDR LEBOW C'I3ANNEL AT 28TH ST. STANDARDCDNSTRUCTION SPL�CIt[CATIQN DOCUMENTS CITYPROJECTNO.103052 Revision: S23f2021 ao�zao-i G�NEf�ALCANDITIONS Page 45 of b3 2. If the changes in quautities or alteratians signif'ieantly change the character of work, the Contra.ct will be amended by a Change Order. If no unit prices e�st, this will be considered Ext�ra Worrl� and the Contract wiil be amended by a Change Order in accordance with Articl� 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs �terially in kind or nature from that in� khe Cantz'act or b. a Major Item. af worl� varie� by xnore than 25% from t,�ie original Con�tact quaniity. 5. When the quantity of �ovork to be done under any Majar Z�em of the Contract is more than 125°/a of tbe ariginal c�uantity statad in the Cantract, then either paxty to the Cantract may request an adjustment to the unit price on the por�ian of the r�vork tha.t is above 125%. 6. V47hen the quan.tity of work ta be done ur�der any Major Item af the Contract is less than 75% of the original quantiry stated in the Contract, then e�ither party to the Contract may xequest an adjustment io the unit price. 11.04 Plans Quantity Measurement A. Plaris quantities may or may not repiresent the exact quantity of work gerformed or rriat�rial moved, handled, or placed durin� the execution of the Cantrac�. The est�nated bid quantiti�s are designated as final payment quantities, unless revised by the gavernang Section ar this Article. B. if the qua�tity rneasured as outlined under "Price and Payment Procedu�•es" vari�es by more than 25% (or as stipulated under "Pzice an�d Paytnent 1'rocedures" for sp�cific Iterns) frorn the total esianated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantiry of authorized work done for payrnent p�z•poses. The party to the Conixact requestu�g the adjustment will grovide �eld measurements and calculations shavcrmg the imal quantiry far which payment will be rnade. Payment for revised quantity vvi71 be made at the unit pri�e bid for that Item, except as pz-ovided far iti Article 10. C. When quantities are re�ised by a change in design approved i�y the City, by Change Drder, ox to coirectan error, or to correctanez�rox on the plans, the plans quantity will be increasedor decreased by il�e amount involved 'm tl�e change, and the 25°/4 variance will apply to tl�e new plans quantiiy. D. If the total Contract quantiiy mu]ti�lied by tize umit price bid for an inc�iv�idual Itexn is less than $250 and tlae Iterza is not originally a p�ans quantity Item, then ihe Item may be paid as a plans quantity Item i� the City and Contractor agree iri writing to fnc the final quantity as a plans quantity, C1TY dF FORT W012TH pRAINAGE IMPROVII��NTS �OR T�H01� CTTANNEL AT 28TH ST, 5TANDART]CONSTRiICTION SPE�IP[CATION ]70CLTMEIVT5 CITT'PROJECTNO, 103052 Revisiou: 823(Z021 007200-[ GENERAL CON4ITION S Page 4b o F 63 E. For callnut wark ar non-site specific Con�racts, the plans q�a.nt�ty measurement requiremen�s are not applieable. ART�CLE 12 — CHANGE Ok' CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Charage of Cont�act Price A. The Contract Price may only be changed by a Change Order. B. The vaIue of any Work covered by a Ghange Order will be determined as follows: where the Wark in�volved is covered by �.wrt prices contained m the Contract Documen�s, by applicatian of suchunit prices to the quantities ofthe iten� i�volved (sub�ect to the pro�isions o£ �aragraph 11.03); ox 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutuaIly agreed hunp surn or unit price (which may include an al�owance for overhead and proft not necessarily in accordance with Paragraph 12A1.C.2), and shall mch�de the cost of any secandazy impacts that axe foxeseeable at the tinae of pricing the cost of Extxa Work; or 3. where the Work inv�l�red r� not covered by unit prices contained in the Contract Documen�s and agreemenC to a hunp svrn or uni� �rice is not reachedunder Paragraph 12.O1.B.2, on the basis of the Cost of the Work (deternzined as provided in Paragraph 11.01) plus a Canteactar's fee for overhead and profit (detear�nan.ed a� provided in Paragraph 12.O1.C). C. Caratractor's Fee: The Contractor's additional fee for averhead and profit shall �e determined as follows: 1. a 7mntualliy acceptabie £'ixed �ee; ar 2. if a�"i�ed fee is not agreed upon, then a fee based on tbe follawing percentages of the varioiis portions af the Cost of the Wark: a. for costs incurred under 1'aragraphs 11.O1.A.1, 11.01_A.2. and 11_Ol_A.3, the Con�ractor's additiozaal fee slaa�. be 1S percent except for: 1) renta] Fees for Cantractor's own equipment using standard rental rates; 2) bands and insurance; b. far casts mcurred under Paragraph 11.OI.A.4 and 11.O1.A.5, the Contractor's fee shall be �`rve pereent (5%); 1) where one or rnore tiers af subcnntracts are on the basis of Cost af the Work plus a fee and no £'�ced fee is agreed upot�, the irztent of Paz�agraphs 12.01.C.2.a and 12.O1.C.2.b is that the Sul�contractor who actual�y perfoi�ns the Wark, at whatever CITY OF FORT WQRTEi DRAINAGE IMPRO�'EME3VTS FOR LEBbW CHANI�IF.I, AT 28TH 5T. STANDARDCONSTRllCTIO� SPECICICAT[ON DflCiTMENT5 CITYPILOJECTNO, 103052 Revision: �i 00 72 UD - I GENERAI COND ITIO N S Page 47 of 63 taer, will be paid a fee of 15 perc�nt of the costs incurred by such Suhcon.tractor under Paragraphs 11.01.A.1 and 11.Q1.A.2 and tl�at any higher tier Subcontractor and Contractor wiil eachbe paid a fee of frve percent (S%) of the amount paid ta the next lower tier Subcon�ractor, hovwever in no case shali the cumulative total o� fees paid be in excess of 25%; c. r�.o fee slaall be payabie on t�e basis of costs itemiz�d under Paragraphs I1.Ol.A.6, and 11.O1.B; d. the amount of credit to be allawed by Cont�actar ta City for any change which results in a net decrease iva cost wi11 be the amount of the actual net decrease in cost �lus a deduction in Contractor's fee by an amouzxt equal to five pezcez�t (5%) of �ueb net decrease. 12.02 Chcange of Contract 7'ime A. Tk�e Cas�tract Tirne may only be changed by a Chang� Orcler. B. No extension of the Contract Tix3n.e will be allawed for Extea Wark or for claimed delay utiless the E�ra Work contemplated or clauned delay is sho�vn to be on the critical path af the Pro�ect Schedu�e or Contractor can show by Critical Path Method analysis how the Extra Wor� ar c�airned delay adversely affects the critical path. 12.03 Delays A. Where Contractflr is reasonably delayed in the performance 4r campletion oi anq part o� the Work withm the Con�ract Tima due to delay beyond the control of Con�ractor, the Ganfraet Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control af Contractor sl�all include, but not be Iunited to, acts or negiect by City, acts or neglect of ut�ty ownexs or other contractors perfar�g other wark as contemplated by Art�cle 7, frres, floods, epidemics, abnormal weaiher conditi.ons, or acts �f Gad. Suc� an adjustment �haIl be Contraetor's sole and exch,�si�e remedy far the delays descrzbed in this P aragraph. B. If Cont�'actor is deiayed, City shall not be liable to Contractor far any claims, costs, lo5ses, or damages (u�cludi�g but nnt limited ta all fees and charges of engineers, architects, attarneys, and ather professionaIs and all court or arbilration or oiher dispute resohztion costs) sustamed by Con�ractar on or in connection with any other pxoject or ant-icipated pzojec�. C. Coritract�r shall not be entiiled to an ac�justment vn Cantract Pz-iee or Contaract Tune for delays wiihin the control of Contractor. Delays attr�'butable to and within the control af a�ubcontz�actor ar Supplier shall be dee�aa.ed to be delays withm the conirol of Contractor. D. The Contractor shall receive na corr�.pez�,satian far delays or hindrances to the Wark, except when di�ect atid unavoirlable �xtra cost to the Contracior is caused by the failure ofthe City to provide in�o�matian or material, if any, which �s to be furnished by the Ciiy. C1T1' OF FOTtT WORTH DRAINAGE 1MPROV�vi�NT5 �OTt T.E.BO W CT�AN7VEL AT 28TH ST. STANDARDCONSTRUCTIdN SPECICICATION DOCl1NI�NTS CITYPRD7LCTNO.1D3052 Revision: 8IJ�7�l oa�zoa-i GENERAL CpN�ITlON 5 Page 48 af 63 ARTXCLE 7.3 — TEST� AND INSPEC'TTONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice ofDefects Notice of all def�ctive Work of which City has actual knowledge wili be given to Contractor. Defective Work may he rejected, carrected, or accepied as provided in this Article 13. 13.02 Access to Work City, i�dependent testing laborataries, and governmental agenci�s with jurisdictinnal interests will have access to the Site and the W�rk at reasonable times for their observation, inspection, and testmg. Contz�actoz� shall provide them proper and safe conditions for such access and advise them oi Contractor's safety procedures and programs so that th.ey may camply therewith as applacable. 13.03 Tests and Inspectians A. Contractar sha31 give City timely notice of read'u�ess o� ihe Worl� for alI required inspections, tests, or approvals and shall cooperate wzth inspectian and testing personnel to fac�itate requ�ed inspections or tests. B. If Contract Documents, Laws or ReguIatioris of any puhfic body having jurisdictian require any o£ the Work (ar part thereo fl to be inspected, tested, or approv�d, Cantractor shall assume full respanstbility foc a�ra�giug and abta.ining such independent mspections, tests, retests ar approvals, pay all costs m co�ection therewi�h, and fii�isk► Crty the required certificates of inspection or approval; excepting, hawever, ihase fees specifically identi�'ied in the Supplennentary Conclitions or any Te�s DepaYtrnent of Licensure and Regulation (TDLR} inspections, which shall be paid as descrbad in the Supplezx�.entary Canditions. C. Contracior shall b� respons�ble for arrangi�►g and obtaining and shall pay a�l costs �ir� conza.ectzon with any u�spections, tesfs, re-tests, or apprQvals required far City's acceptan.ce of r.�zatexia�s ox equipinent to be incorporated in the Wark; or acceptance ofmaterials, mix design:s, ar equipment submitted for approval priar to Cantractar's purchase thereof �or incorporation m the Work. Such inspections, tests; re-tests, or approvals sk�all be perfor�ned by organizations. acceptable to City. D. City may az�range £or the services of an independent testing labnratory ("�I'esting Lab"} to perfo�m any inspections or tests ("Testing") far a�y part of tk�e Worlc, as deternvned solely by City, l. City will coorc�inate such Tes�g to the extent possble, with Coniractor; 2. Should any Testing under thi5 Seekion 13.03 D result in a"fail", "did not pass" ar other sinvlar negative result, the Contractor snal� be resp.ozaszble for paying for ar�y and all retests. Cont�actor's canc�llatian without cause of City initiated Testing shall be deenra.ed a negatave result and require a retest. CTI'Y OF FORT WORTH pRpINAGE IMPRDVEMENTS FOR LEHOW CHANAIEi AT 28TH ST. STt�NDARDCONSTRUCTION SPECEF[CAT[ON DOCiJM�t�ST5 R�vision: S/L'i�021 CITY PRQ.fECT N0. 103p52 oorzao-� GENERAL CAN�ITION S Fage 49 of 63 Any amounts owed �or a�y retest unde� this Section 13.43 D shall be paid directiy to the Testing Lab by Contractor. Czry will forward al� in�voices for retests to Cantractor. 4. If Contractor fails to pay the Testing Lab; City w�l not issue Fina1 Paytnent uzlt�l the Testtt�,g Lab is paid. E. If any Wark (or the work of othexs) t�at is to be inspected, testecl, or appraved is covered by Contractar without written concurrence af City, Contxactrnr slaa�, if xequested by Ciiy, uncover such Work far abservation. F. UncoverEng Work as provided in Paragraph 13,03.E shall be at Contractar's expertse. G. Contractor shall have the right to make a Contaract Claim xegard�n:g any xetest or invoice issued under Section 13.03 D. 13.04 Uncovering Wark A. If an.y Work is covered co�.tr'ary ta the Contract Documents or specific instructidns hy tkie City, it rnust, i� requested by City, be Uncovered for City's obsetvation and replaced at Contrac�or's exp�ense. B. �f Gi�y cozasiders it necessaty ar advisable that covered Work be observed by City or inspected or tested by at�aers, Co�tractor, at Czty's requesf, shall uncover, expose, ar otherwise make available for observation, inspec�ion, or testing as City iz�ay require, that portion of the Work in question, furnishing alI necessary labor, material, and equipment. l. If i� is faund that the uncovered Wark is defecti5,e, Con�ractor shall pay all claims, costs, losses, and damages {including bui nat 1'united to a� fees and cl�arges of engineers, architects, attorney5, anc� other prafessionals and all court or other dispute resolution costs) arisiaag out of or rel�tmg to such uncovering, �xposure, observation, inspection, and testing, and of satisfactory replacement or reconstruc�ion (including but not ]iTruted to all costs of repair or xeplaceznent fl�work of others); ox City shall be entiiled to accep�defective Work in accardance vcrith Paragraph 13.08 in which case Cont�actor shall st�[ be responsable far all costs assaci�ted wi�h e;{posu�g, observing, and testing the defective Wark. 2. If the uncovered Work i� not foimd to be defective, Cant�actor shall be allovcred an increase in the ContractPrice or an ex.ten.sion ofthe Con�ractTizrze, or bath, directly attrxbutable to such uncovering, exposur�, obser�ation, inspection, tesiing, repla.cement, and reconstruction. 13.05 City May Stop the Work If'the Work is defeci7ive, or Contractor fa�7s to Supply suf�cient skilled workers ar st,utable materials ar equipment, ar fails to perform ti�e Work in such a way �hat the campleted Work w�li confozx�r� to the Con�-act Documents, City may arder Contractor to stop the Work, or any portzon thereof, until the cause far sucb order has been eliminated; however, t,his rigt►t af City to stnp the Work shall not give rise to any duty on the part of City to exercise this right for the benefit af Contraetor, any C1TY dF' FORT WORTH DRAINAGE IMPRQVE14fF.NTS FOR L�BOW CHANNEL AT 28TH 5T. STANDARDCONSTR[1CTION 3PEEIFECATIOtJ Di�CUMENTS CITYPR07ECTN�.103D52 Revision: 8/23J1A21 oonoo-i GENERAL CAN�ITION S Yage 50 of 53 Subcontraetor, any Supplier, any otk�er in�dividual ox entity, or any surety for, or e�loyee or ag�ni of any oi them. 13,0( Correction orRemoual ofDefectiv� Work A. Prozr�ptly afterreceipt of written notice, Cantractox shall correct all defective Work pursuant to an aeceptable schedule, whether or not fabricated, insialled, or complate�, or, if the Work has heen rejected hy City, ren�ove it froin the Praject and replace it with Work th.at as not de£ective. Contractox shall pay ail ck�ims, costs, additional testing, Iosses, and damages (including but not l�ited to all fees and char�es of engineers, architects, attorneys, and other professianals and all c�urt ar arbitration or other dispute resolution costs) arising aut af ar relating to such correction or remnval {including but not limited to aIi costs o� r�pair or rep�acement of work of others). Faili�e to require the removal oiany defective Work shaIl aot consiituie acceptance ofsuch Work. B. When correctmg defective Wor� un.der t.�ie tez-zzas of this Paragraph 13.Ob or Paragrap� 13.07, Contracior shall take no action tkiat would void or otkxerwsse innapazr City's special warranty and guarantee, irf any, on said War1�. J.3.07 Correction Perzod A. If wiihin two (2) years after trie d�te af Fiuial Acceptance (ox suc� Ionger period of tune as rnay be prescrbed by the ternls of any appl�cable special guarantee rec�red by the Con�ract Doeurnents), any Work is found to be defectrve, or if the repair of any damages to the land or areas made a.vaila.ble for Contractor's use by City or pernvtted by Laws and Regulatior�s as cantemplaied in Paragxaph 6.10.A is foutad ia be defective, Contractpr shall promptly, without cpst to Ciiy and in accordance with City's written instructzans: 1, repair such defective land or areas; ar 2. cax�ect such defective Work; or 3. if the defective Work has been rejected by City, rem�ve it from the Project and replace it witli Work that is not defective, and �. satisfactorily correct or repa� or rernove and rep�ce any damage to o�Yier Work, to the work of others or other land or areas resulting therefrom. B. If Contractor daes not prornpt�y comply wrth the terms of City'S writien instructions, or in an ezx�.ergency where delay would cause s�rious risk nf loss or damage, City rt�ay have the defective Work cor�ected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages {including but not ]arxiited to aIl fees and charges of engiu�eers, architects, attorn�ys, and other professionals and aIl court or oiher dispuie resolution costs) arising out oi or relating to such correction or repair or such removal and rep�acement (including l�ut not limited to ali costs of repa�r or repla.cement af work of others} will be paid by Cantractar. CITY OF FbRT NORiT-! DRA]NAGE iMPROVEMENTS FOR C.EBDW C�TANNEL AT 28TH ST. 5TANDAItDCONSTRUCTION sFECIFICATEON DOCUMENTS CITYPRO.IECTI�TO, L03Q52 12evision: $23I2021 Qo73Q0-] GENERAL CANDITION S Page 51 af 63 C. In special circumstancas where a particular item o� equipment is placed in continuous service before Fina.l Accep�anc� oFaIl the �Vork, the eorrection period for that item may startto run fro�n an eaz'lier date if so provided ir� the Contract Documents. D. Where defectzve Work (and da�age �o ather Wor�C resu�ing therefrom) has been corrected or remo�ved and replaced under thi� Paragraph 13.07, the corre�tion pexiod hereunder wiih respect io such Work may be required to be extended for an additional period of one year after the end o£ the initi�i correction �eriocl. City shall provide 30 days written notiee to Contraetor should such additional warranty coverage be required. Contractor rzxay dispute thts requirement by filing a Can�ract Claim, pursuant to Paragraph 10.06. E. Cantractor's obligatians under ttus Paragraph 13.07 are in addition to any other obligation ar warranty. The prov�siaz�.s o£ tivs Parag�rap� 13.0'1 sha11 nat be consirued as a substitute for, ar a waiver af, the provisio�s of any app�cable statute of lixnita.�on or repase. 13.08 Acc�ptance ofDefective Work If, instead af requiring corr�ction or remova� and repiacemen� of defective Work, City prefers to aecept it, City rriay da so. Con.tx'actor shall pay all cla�ims, casts, lasses, and damages (including hut not ]irnited to all fees and charges of engineers, architects, attorneys, and othex• profressionals and ali court or oiher dispute resolution costs) attributable to City's evaluation of and detexminatian to accept such defective V41ork and for the d'uninished value of the Wnrk tn the e�ent not otherwise paid by Contractor. Zf any such acceptance accurs prior ta Final Acceptance, a Change Order r�iIl be issued incorporating the necessary reviszons i�r� tlxe Contract Documents wi�h respect t� the Work, and City shall be entitled to an appropriate decreasa in the Contract Price, reflecti�g th:e dixxzinished value o� Wark so accepted. 13.09 CftyMay CorrectDefective Work A. If Cantractor fails within a reasonable time aftex written notice from City to correct defective Work, ar to remove and replace rejected Work as required by Ciry in accordance with Paragrapk� 13.Ob.A, or ii Contractor fails io perfozm the Work in accordance with the Contract Documents, or if Cont�•actox fails to cornply with any other provisior� of the Con�ract Documents, City rnay, after se�ven (7) �ays writi:en noiice to Contxactox, co�rreei, or ze�edy any suc�i defciency, B. In exercising the rights and remedies under this Paragraph 13.04, City shall praceed expeditiously. In connection �vith such corrective or remedial actian, City may exclude Con�racior from all ar part of the Site, take �ossessiox� of a� or part o£ tk�e Work and suspend Contractor's services relat�ct thereto, and incorporate in the Work all rriaterials and equipment incaxporated i.� the Work, siored at the Site or for whieh City has paid Contractor �ut whic� are starede�sewhere. Can�ractor shall allow City, City's representatives, agents, consultants, employees, and City's other eontractors, access to the Site to enable City ta exercise tl�e rights and remedies under tYvs Paragraph. C. All clai�ns, casts, losses, and damages (including but not limited ta ali fees and charges of engineers, ax��aztects, attoa�7neys, and other professionals and all court or other dispute reso.lution CITY OF FORT WbRTH pRAINAGE IMPROVEMENTS FOR LEHOW CF3ANNEL AT 2$'�i ST. STANDARDCONSTRUCTION SPECIf[CAT10N DOCU�vI�NTS CTTYPRa.IECTNO. i03052 Revision: $l1312421 oa�2oa-� GENERALCANDITIQN S Pagc 52 of b3 costs) incui-r�d or susta��d by City in exercisin� tize rights and remedies under th�s Paragraph 13,d9 w�71 be charged against Contractar, and a Change Order will be issued incorporating the necessazyrevisions in the ContractDocui�aents wrth respecttothe Work; a.ndCity shall be entitled to an appropriate dec�ease in t}�e Contract Price. D. Contraetor shall not be allowed an extensio� of the Contract Time because of any delay in the performance of the Work attr�utable �o the exercise of City's rights and remedies under this Paragraph 13A9. ARTICLE 14 — PAYMENT� TO CONTRACTOR AND COMPLETION 14.Q1 zS'cheduleof Ijalues The Schedule of Values for lump sum contracts estabbshed as provided � 1'ara�rapb.2.07 v�ill serve as the bas�s for progress payments and w�l be incarporated into a form of Application far Payment acceptable tn City. Progress payments on account of Unii Price Work w�71 be based on the number of units compl�ted. 14.02 Progress Payme�ts A. ApplicatiansforPayrnents: l. Contractor is responsible for provid'mg ali infot-rna.tion as requ�ed ia become a vendor of the City, 2. At least 20 days befare t1�e date established in tk�e Genexal Requixemnents far each pxog�c�ess �ayment, Contractor shal� submit to City for review an Application for Payix�ent filled aut and signed by Cantractor ca�ering the Wark cornpleted as of the date of the Application and acco�rzpanied by such supporting dacumentation as is required by the Contract Documents_ If pay�rnent is requested on the basis of materials an.d equ�ipxzae�.t not zn.corporated iz�: the Work but deliv�red and suiiably stored at the Si�e or at another Tocation agreed to in writing, the Application for Payment sha]I al�o be accampanied by a bill of sale, invoice, ar other docurr�.entation wanranting that City has received the materials and equipmer�t free and clear of all Liens and evidence that tbe m.ate�a�s and equzprrr�ent axe covered by appxopriate imsut�ance or of.�ier arrangeme�t� to protect City's interest therein, all of which must be satisfactory to Czty. 4. Beginning with the second AppIicatian for Paynaent, each Applicatzon shall i.nclude an affida�i.t oi Contractor stating tl�at previaus progress payments received on account of the Work have been applied on accoun� to discharg� Contractor's legitimate obligations associated vcrith prior Application.s for Paynaenf. 5. The amount of xetainage with respect to progress payments w�l be as descrzbed in subseciion C. utiless otherAvise stipulated in t.�ie Contract Doczunents. CITY OF FORT WORTH DS2P.INAGE IMPROVEMENTS FDR LBBOW CHAIVNEL AT 28TH ST. STANiIARDCONSTRF7CT10� 3PECIF[CATION DOCCJMiNT5 CITYPR07�CTN0, 103QS2 Revisian: 8�L3�7�21 00 �z on - i GEIVERAL CQND ITION S Page 53 of 63 B. Review of Applications: 1. City will, after receipt of each AppIication for Payment, either inclieate in r�riting a recotnmendatin� o#' payment or ret�at-n the Application to Cantractor indicating reasons for refusmg payment In the lat�er case, Contractoz' �x�a.y rn.al�e tlae necessazy corrections and resubanit tk�e Application.. 2. Ciry's prQcessing of any pa�ment requesied 'm an Applicafion for Payment vvr�1 be based on City's observations of tke executedWork, and on City's review of the Applicatian for Payn�ent and the accompanyz�g data and schedules, that to the hest of City's knowledge: a. the Work has progressed to the poir�t indicated; b. tiie quality of tbe Work is generally in accordance with the Contract Documents (subject to an evaluation af the Work as a functionin:g wkzole pz�ox to or upon Final Acceptance, the results of any subsequent tests called for in the Coniract Dociaments, a fit�al determination of q�aantiiies and c�.ssifications for Workperformed under Paragraph 9.05, and any other qualificaiions stated in tne recommendatian). 3. Processi�ag any such pay�xze�t �vi�l� not thereby be deemed to l�ave represented that: a. inspections made to check the qualiiy or the quantity of the Work as it has been performed �ave been exhaustive, exiended to every aspect of the Work in progress, or involved detail�d inspections of the Work beyond the xespo�st�b�ities specificaIly assigned to Ci�y in the Conkract Documents; or b. there may not be other matters ar issues between �he parties that might entitle Contractor to be paid additionally by Ciry or entitle Ciry to withhold payment to Contxactor; or c. Contracfior has camplied with Laws andRegulations applicable to Contractor'sperfonmance af the Wark. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered e�idence or the results of subsequent inspections ar tesis, and revis� or revoke any such payment prev�ously made, ta such extent as may be necessary to protect City from loss because: a. the Work is defective or campleted Work has heen damaged by the Contractor or subeontractars requnmg correction or rep�.cement;. b. discrepancies in quantities coantained ir� previau� appIicatioras for paynnent; c. the Contract Price has been reduced by Change Orders; d, City has been requir�d to correct defecfive Work or comp�te Work ui accordance wit� P aragraph � 3. d9; or C1TY OF FORT WORTFI DRAINAGE EMPRQVEMEiVT5 FOR LEBOW CHAANNEL AT 2$TH ST. STAM?ARDCONSTR[1CTIdN 3P�CIPICATION DOCUMENTS CITYPROJECTN0.103052 Revision: 8Q3C1021 oo�zoo-� GENERAL CANDI i ION S Page 54 0€ 63 e. City has actual knowledge of the occurrence of azzy of the events enutnerated in Paragraph 15,02.A. C. Retainage: 1, For contracts Iess than $4Q0,000 at the time oi executian, retainage shall be ten p�rcent (10%}. 2. For contracts greater than $400,Q04 at the time of exeeution, retainage shall be fzve percent (5%}. D. Liquidated Dar�nages. For each calendar day that any work slaall ren�ain uncompleted aftier the tim� spec�"ied in the Contract Doeuments, the sum per da.y specified in ti�e Agxeerrzaent wi.11 be assessed against the monies due the Contractor, not as a per�alty, but as damages suffered by the City. E. Payrrlent.• Contxactor w�i be paid pursuant �a tlae requireme�ts af this Article 14 and payment wil1 became due in accordance with the Contract Documents. F. Reductian in Payment: 1. City zxaay refuse to mal�e payment of the amount requestedhecause: a. Liens have been ialed in canz�eetion witb. tb.e Wor�, except where Conhactar has delivere d a specif'Ye bond satisfactory to City to secure the satisfaction and di.schaxge of such Liens; b. there ar� nther iterns entitling City to a set�o�f against the amount recommended; or c. City has actual knowledge oi the accurrence of any of the events enumerated 'm Paragraphs 14.Q2.B.4.a �hrougfi 14.02.B,4.e or Paragraph 15.O�.A. 2. �f City refiises to make payment of tke amount requested, City w�71 give Cantractor written notice statirig tlie reasons fox such action and pay Coniractor any amount rem�ining after deductian of the amount so withheld. City shall pay Contt-actor the amaut�t so withl�e�d, ar any adjustment thereto agreed to by City and Contractor, when Contra.ctor rerriedies the reasor�s for sucY� action. 14.03 Contractar's Warraraty of Title Contractor vvan•ants and guarantees khat iit�e to all Work, materials, and equipmenf covered by any Applica�ion for Paytnent, wh�ther incorporated in the Project or not, will pass to City no later than the time af payment free and clear of all Liens. CITY OF P�7RT WORTI-T bRAINAGE IMPROVEMENTS FOR LEBdW CHANNEL AT 28TH ST. STANDARDCONSTRUCTION 5PECIF[CATION DOCUML�TITS CTTYPROJECT[QO.103052 Revision: 8�133F�021 Q07200-1 GENERAL CON� ITION S Page 55 of b3 14,04 Partial Utilizatian A. P�or to �'inal Acceptanee of al� tY�e Worlc, Ciry may use ar accupy any part of th� Work which has specif'zcally been identrfied ir� the Contract Documents, or which City determit�es canstitutes a separately furictio�ing and usab�e part of khe Work t.�.at can be used for its intended pur�aose without signiiicant interference with Cnnt�aetor's perfarmance of the remainder of the Worrk. City at any tame may notify Cantractor ir� writing to pem�i� Ciry to use or occupy any such �art of the Work which City detez�zniune� to be ready for i�s intended use, subject to t.he following conditions: 1. Contractor at any time may notify City in writing that Contractor cansiders any such part o� the Wark ready far it� intended use. 2. Within. a reasonable time after notif'ication as enumerated 'm Paragaph 14.d5.A.1, City and Contractor shall make an inspection of that part af klae 'S'±Vor�C to determir�e its sta.tus of completion. If City does not consid�r that part of the Work to be substantially complete, City will notify Con�ractor in writ�ng gi�ing the reasons �ierefor. 3. Partia.lUtiIi�zation w� nat constikute �'i�n�al Acceptance byCity. 14,Q5 Finallnspection A. Upan written notice from Cont�actor that the entire Work is Sut�stanfially Complete in accordance with the Coniract Documents: 1. Within 10 days, City will schedule a Final Inspectian with Contractor, 2. City w�l no�ify Confractor in �rriting of all particulars in which this inspectzon reveals tb.at the Wor�C is incamp�ete ar defective ("Punch List Items"). Can�actor shall immediately take such measures as are necessa�ry to coznplete such �Llork or remedy sueh deficiencies. B. No tim� charge �rvilI be made against the Contractax between said date of notiEication to the City of Substantial Completinn and the date of Final Inspection. 1. 5hould the City deterrniu�e that the Wark is not ready for F�a1 Inspection, City will notify ihe Contractor iri writing of the reasons and Contract Tizne w�l re�ume. 2. Should the City concur that Substaniial Completion l�as been achieved �vith the exceptian of any Punch Last I#ems, Contract Time will resume for the duration i� takes for Contractar ta achieve �ina.1 Accepiance. 14.a6 FinalAcceptance Upon corxipletzon by Contractor to City's s�tisfaction, of any additianal Wark identified in the Final Inspection, City will issue to Coz�t7raetoz' a letter of �'inal Acceptance. CT'I`Y OF FORT WORTfi DR.AYiJ�AGE TMPRO�MENTS FOR LHHOW CIIIiNNEL AT 28TH ST. STAl\DARLiCONSTRUCTIp� �PECIFICATI6N DOCiIN(BNTS CiTYPROJECTNd. l03052 Rcvisian: ii2'i2QZl oa �z aa - i GENEF2AL COND ITION S Page 56 of 63 14.07 Final Payrnent A. ApplicationforPayment: 1. Upon Final Acceptance, and in the opinion of City, Cflrnractor may make an appfication far final payrneni faIlowing the procedure for progress payzxa.ents i� accoxdance witla tlae Cantract Docutxients. 2. The fi�nal Applicatian for Payment shall be ac�ompanied (except as pr��viousty deliv�ered) by: a. all documentation called for in the Contraet Documents, zta.ehxdi.n.g but rnot lirz�.ted to the evidence of insurance required by Paragrapk� 5.03; b. cozasent of the surety, if any, to fina.l payment; c. a list of all pending ar rel�ased Damage Cla.ims against City that Contractor believes a�re ttnsettled; and d. affzdavi�s a� payments and complete and legally effecti�re releases or �raivers (satisfactory to Cily) of a11 Lier� rights arising out of or Liens filed � connection with the Work. B. PaymentBecoiraesDue.� 1. After C�ity's accep#ance of the Applicatian for Payment and aecompanying docurnenta�ian, requested by Contractor, less previous payments made and any sutn Ciiy is entitle d, incluc�mg but not lirnited to liq�zidated darnages, wilI became due and payable_ 2. After all Damage Claims have been resol�ed: a. ddiirrectly by the Contractor or; b. Cont�actor provides evidence that th� Damage Claim has been reported to Cantzactoe's insurance provzder for xesalution. 3. The ma�ing o� th.e £'mal payimez�t by the Gity shall nat relieve the Contractor of any guarantees or other requi�ements of the Cantract Documents which specifically contm.ue therea�ter. 14.08 Finad Completion Delayed and Partaall�eiaanageRelease A. If final comp�etion of the Work is sigr�ificantly delayed, and rf City so confirms, City may, upo� receipt ofContractor's final Application for Payrnent, andwithout terminating the Contract,make payment af the balance due for that porti�n of the Work fully completed and accepted if the remaining balance to be held by Ciry for Work not fi�lly completed ar corrected is less than th� retainage stipulated in Paragraph 14.02.C, and if bonds have been f�unished as requir�d in Paragraph 5.02, the writ�en consent of' the surety to the payment of the l�alance due far that CTI'Y OF FORT W�RTH DRAIIVAC`iE 1MI'ItOVEME�TTS FDR LEBOW CIIAI+FNEL. x1T 28TH ST. STAlYDARDCQNS'IRUCTI4N SYECIF[CATIQN DOCT]ME�VTS CITYPRb.iECTi+FO, 103052. Revision: 812'�1,Q21 oo�xoo-� GENERAL CON�ITIflN S Page 57 of 63 portion of the Work fuliy com}�leted and aeceptedshall be subrnilted by Cont�actor to City wzth the Application for such payrnent. Such payment shall be rnad� under the terms and conditions governing final payment, except that ii shall not constitute a waiver of Contract C3aims. B. Partial RetafnageRelease. For a Con#ract that provides for a separate vegetative es#ablishment and maintenance, and test and perforxnance periods followin.g ihe coznpletion a£ all other ennslructian in the Contract Documents for all Wo�k locations, the City may release a portion of the amount retained provided that all other wark is cnmpleted as determined by the City. Before the release, all subm�ttals and £'�nal quantities zxzust �e cornpleted and accepted far a11 other work. A.n amount �ufficient to ensur�e Contract complianee wil1 be retained. 14.d9 Waive� of Claims The accepta�ce offixial pay�x�.ent will constatute a release af the City fram all claims or liabr"lities under the Contract for anything dozae ar fax•nished or relating to the work under the Contract Doctu�ents or any act or neglect of City re�ated to ar connected with tl�.e Co�tract. ARTICLE la — SIISPENS�ON OF WORK AND TERMII�TATION 1 S.O1 Crty May Suspend Work pi. At any turie and vsrithout cause, City may sUspend tlle Work or any po�rtion tk�ereof by wrztten notice to Contractor and vvhich may fix ihe date an which Work will be resumed. Contractox shall resume the Wark an the date so �ed. During temporary sLtspensian of the Work covered by fihese Cont�act Docurnents, for any reason, the City will make no extra payment for stand�by time of constructian equipment and/oz- construction crews. B. Shouid the Contractor not be ab1� ta complete a portion of the Project due to causes beyond the contxo� of a�.d rvithout the fauit ar negligence oi the Coniractar, and should it be d�ternvned b�r mut�ial consent of the Coni�actax and City that a solution to a]Iow constructi�� ta proceed is not a�a�ble within a reasonable period o� tn�x�e, Contractor znay request an eactension iri Contract Tirne, directly attributable to any such suspension. C. Z£ it should become nece�sazy to suspend the Work for an indefmite perind, the Contractor s�all stare a�l materials in such a zx�anzaer that they will �at abstrucr ar Qnpede the public unnecessarily nor become damaged in any �vay, and he shall take every precaution to prevent da.mage or deteri�ration of the work perfarmed; he s�iall provide suitable drainage about thE work, a�d ereet tenaporazy structures where nece5sary. D. Contractor may be reimbursed far the cost af m:��ir�g his equ�iprnent ofiFthe job and retur��ing t.�.e necessary equipment to the job vvhen it is determined by the Ciry that construction may be resurried. Such reimbursement shall be based nn actual cost to the Cont�actor of moving the equipnneni and na proftt will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction projeet for the City. C�'['X OF FORT WpRTH DRAINAGE IMPROVEME1�iTS FOIt LEBOW CIIIINNEL AT 2$'1'H ST. STANDARDCOIJSTRUCTION SPECIFICATION DOCU�vIENTS CIT`YPROlECTN0.103052 Revision: &43r1(}2l 60 72 0.Q - I G�N�f2AL CONn ITION S Paga 58 of 63 15.02 City May 7'e�minate fo� Cc�use A. The nccurrence af any ane or more af the follow�g events by way df example, but nnt of litnitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Wark in accordanee with �he Contract Docu�men.ts {including, but not limited to, failure to suppl�r suf�cient skill�d work�rs or suitable materials ar �quiprnent, failure to adhere to the Project Schedule �s�ablished under Paragraph 2.07 as adjusted fro�n tirxze to time pursuant to Paragraph 6.04, or failure to adlaere to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under Paragraph 6.Ob,D); 2. Contractor's disregard af Laws or Regulatians of any publi� bQdy ha�+ing ,ju�isdiction; 3. Can�raetox's repeated disregard af the authority af City; ox 4. Contractor's violation in any substantial way of any provisions of tfle Contract Documents; or 5. Cozai7ractor's :failtxre to pzomptly make good any defect in materials or workmanship, or defects of any nature, fhe correction of which has been directed in writing by the City; or 6. Subsiantaal inciication that the Cantractor has made an unauthorized assignment af the Contraet or any funds due thez'efram for the benefit of a�y creditor or for any ather pLupase; or 7. Substan.tial evi.dence that the Contractor has become insolvent or bankrupt, ar othez�wise �'�ancially unable to carry on ihe Work �atisfactoriIy; or 8. Contractor cammences legal action in a court of competent jurisdiction against the City. B. If one or more of the �vents identi�'ied ian. Paragraph I5.02A. occu.r, City will provzde written n.otice to Con�raciar and Surety to arrange a conference with Contractor and Surety to address Cont�actor's Faihir� to perform Che Worlc. Conference shall be held not later than 15 days, after receipt of n.otice. 1. If the City, t�e Con�raetor, and il�e Surety do not agree to allow the Contractor to praceed to per�'orn� the cons#-uction Confiract, the Ciry may, to the exteni pernzitied hy Laws and Regulatians, declare a Contractar defaul� and formally terminate tke Canfractor's right io camplete the Contract. Contractor de£ault shall not be deelared earliex than 20 days after the Contractor an�i Surety have received notice of conference to address Contractar's failure to perform the W or�C. 2, Tf Contractor's services are termmated, Surety shall be obligated to take over and perform the Wark. If Su�rety does noi cornnnence pez�forz�aance thexeof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CTTX OF f ORT WORTH I�RAINAG� IMPRO'YEMEN�'S FOR T.EBOW CHANIIEL AT 28T1i ST. STANDAitDCONSTRUCTIQN SPECIFfCAT10N UOCUMEt�IT'S CiTXPR07ECTNq, 1��D52 RtWision: S?3J2021 no �a oa - i G�NERAL CQi�Q ITfON S Page 54 of 63 abligations, then City, without pracess or action at lavc�, may take over any portion of the Work and camplete it as described belo�u. a. If City completes the Work, Ci#y may exclude Contractor and Surety from the site and ta.ke possessian of khe Work, amd all r�aatertals and equipment ineorporat�d into the Wark stored at the Site ar for whicb City has paid Contractor or Sureiy but v�rhich are stored elsewhere, and finish the Work as Ciry may deern e�edient. 3. Whether City ar �urety cozxxpletes the Work, Contractor shall not be entitled to receive any further payrnent until the Worrk is finished. If the unpaid balance of the Contract Price exeeecls all claims, costs, losses and dama.ges sustained by City ari�ing out oi ar xes�ti�g from completing the Work, such excess w�l be paid to Contractoz. If suck� cla.ims, casts, lasses and damages exceedsuch unpaid balance, Contractoz shall pay the difference to City. Sucb claims, costs, losses and damagas iz�curred by �City will be inco�arated in a Change Order, provide d that when exercising any rights or remedies under this Paragrapt�, City shall nat h� required to obtain the lowest price for fihe Work perFormed. �4. Neither City, nor any of rts respective consultants, agents, officers, directors ar employees skaa�l be in any way liable or accountahle to Contractor or Surety for the method by which the connpletion of tl�e said Worl� or any portion thereof, may be accomplish�d or for the price paid therefor. 5. City, notwithstanding the method used in completing the Con�ract, shall not fo7rfeit the ri�t ta recover damages from Contractor or S�urety for Contractor's failure ta tunely cornplete the entire Contract. Contractor shall not b� entiiled to any claim an account of t�e metkod used by City in compl�ting the Contract. 6. Maintenance of the Work sha�l continue to be Co�tractor's and Surety's respons�bilities as provided far i� the bond requiret�a.ents of the Contraei Docunnents or any special gl�arantees provided for under the Contract Docurnents ar any other obligations otherwise prescnbed by 1aw. C. Natwithstanding Paxagraphs 15.02.B, Con#ractor's se�rvices wiJl not be termiz�ated if Contractar begins wit�.in seven days of xecezpt of notace of intent to terminate to correctits fai�ure to perform and pr.oceeds diligently to cure sucb failure witl�in no more than 30 days of receipt of said notice. D, Where Contractor's services have been so ternvnaied by City, the terznination wi1l not affect any rights or remedies of City against Contractor tk�en existia�g or which rnay thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contxactor �rom Iiability. E. If and ta the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the ter�ination proeedures of that bo�d shall nat s�ipersede the provisiox�:s of tlus A�-kicle. CIT'Y OF FORT WORT}i I]RAINAGE 1MPR0'VE1�fr;NT5 F'OR LESOW CHA�INEL AT 28TH ST. STANDARDCONSTRUCTION SP�CIP[CATIDN DOCUM��I'I'S �['�'yP�p,�GTNQ.193052 Revision: 8/7.:ir).(12l 00�200-� GENERAL CANDITION 5 Page GO of 63 15.03 City May Terminate Far Convenien.ce A. Ciry may, wit�out cause and withoui prejudice to any other rig�t or remedy of City, terminate ihe Cantraci. Any terrnina�ion shall be effectedby rnailing a notice of the tertnination to the Contractor specifying tl�e e�tent to which performance of Work under the contract is terminated, and the dafe upon which s�cb termin.ation becozxies effective. Recei�t of the notzce shall be deemed conclusiveiy presutned and established when the letter � plaeed in the United States P ostal �ervice Mail by the City. Further, it sha11 be deemed co�clusively presumed ar�d established that such ternaination is �zade witk� just cause as thereir� stated; a.z�d no proof iz� any clai�n, demand or suit shall be required of the City regarding such diseretionary aetion. B. After receipt nf a notice of termYnation, and except as otlienvise dir�cted by the City, the Contractor shall: 1. Stop warkunder the Contiract on th�e date and to the extent spec�'ied in the notice af te�nn.unation; 2. place no further arders or subcontracts for materials, servi�es or facilities except as may be necessary for completion of such partion af the Wark under the Con�ract as is not terminated; 3. terminate all ordexs and subcantracts ta the e�tent that tk�ey relate t� th� performance o� the Wark terminated by notice of ter•minatioz�; 4. transfer title to the City and deliver iri the manner, a.t tY�e tim�s, and to the extent, if any, dire�ted by the City: a. the £a�cated or unfabricated parts, Work in progress, completecE Work, supplies and attier rnaterial produced as a part of, or acquired in connec�ion with the perfoY�nance of, the Work teiYninated by the notice of tlle termination; ax�d b, the completed, ar pariially completed plans, drawings, information and other property which, i£ tlae Contract had been campletec�, would have been required to be fi�rnished to the City. 5, complete perfornlance of such Work as shall not ha.ve been terminated by the notice of terminatia�; and 6. take such action as may be necessary, or as the Crty may tlirect, far the protection and preservation of the property related to its cant�•act which is in the possession of the Contractor and in which the owner has or may acc�u�e ihe rest. C. At a time not I�ter than 30 days afterthe texnainatian date specifed in the notice of tern�uaation., �Iie Contractor may subinit to the City a Ifst, certif'zed as ia quantity and quality, of any or aIl items of term�ation �ventoty not previously disposed of, exclus'rve of items the clissposition of which has been directed or au�horized by City. C1TY OF FORT WOR'1'H DRAIl�IAGE IMPROVEMENTS FOR LEBOW CIIANNEL AT 28TH ST. STANDAItDCONSTRUCI'10� SPEC[fICAT[OH DOCUMENTS CITYPROJECTN0.103052 Revision: 8Q3J�}2l oo72oa�i GENERAL COfJDITION S Page 61 of 63 D. Noi Iater than 15 days thereafter, the City shall accept title ta such items provided, ihat the list aubrnitted s�all be subject to vez�i�'�ca�on by �e City upan removal of the iteu�s or, if the items xre storec3, withirz 4S day5 from the date of subm�ssion of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 6Q days a#�er the no�ice of term�ation, the Contrac�or sl�all submit his terminatian claim to the City in ihe form and with the certification p�esczxbed by the Ciry. Unles� an extez�sion is znade in wx�ing within such 60 day periad by the Contractor, and granted by the City, any and all such claims shall be canclusively deerned waived. F. In such case, Contractor shaIl be paid for {wit�out duplicat�ion of any zte�r►s): 1. compieted and acceptable Wark executed in accorda.nce with the Contract Documents prior to the effect'rve date of termination, includirig fan• and reasonable siuns for ov�rhead and profit on such Work; 2. ex�enses sustamed prior to the effective date of termination in performiz�g sez�rices and furnishing labor, ma.terials, or equipment as required by tY�e Contract Documents in conneetion with uncompletied Work, plus fair and reasonable sums %r overhead and profit on such expenses; and 3. reasanab�e expenses directly attrs�utable to tezzni�taation. G. In ihe event af the failuze of the Contractor and City to agree upon the whole amaurit to be paid to the Contractor by reason of the termination of the Work, the City shalI detertnine, on the basis of information availabl� to it, the amount, if any, due to the Contractor by reasonof the temvnation and slaa�l pay to the Gontractor the amounts detertnined. Conta'actor sha�i not be paid on accoutat of loss of anticipated profits arr revenue or other ecanomic loss arising out of ar resulting frorn sucl� terminat�on. ARTICLE 16 — DISPUTE RESOLUTION 16. Q 1 1VIelj20Cd�S fIl1L� FYOCBF.I1dY2S A. Either City or Contractar may request �nediation of any Contract Clann submitted for a decision under Paragraph 10.06 hefore such dec�sion becomes final and bind'mg. The request �'or mediatian shaIl be subrnitted to the other pa.rty to the Conri•act. Timely submission of the rec�uest shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediatron process in good faitb. The process shall be commenced within 60 days of filing of the r�quest. G. If the Contract Claizn is n.at resolved by rrtecliation, City's aetion under Paragraph 10.06.0 ar a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become �inal and binding 30 c�ays after teriiiina�ion of the mediation unless, r�ittvn that �itne period, City or Contractor: C1TY OF FORT WORTH BR:AINAGE IMPItOVEMFNTS FOIt L�BOW C�IANNEL AT 28TH ST. STA[�TDARDCONSTR[ICT1flN SPLCICICATION DbCiJM�NT5 CITYPRD.fEC'TN0.103Q52 Revision: 8l23l1D21 ao�2aa-i GENERALCAN41TfONS Page 62 of 63 1, elects in writing to invoke any oiher dispute resolu�ion process pravided far in tk�e Supplementary Conditions; or 2. agrees with the other party ta subt� tlae Contraet Claim to another clispute resoluiion proce�s; ar 3. gives written notice to the othex pariy af the inte�t to subz�r�.it the Conixact Claim t�a a couxt o� cornpetent jurisdic�ion. ARTxCLE 1'i — MZSCELLANEO[JS 17.01 Giving Notice A. Whenever any provisian of the Cantract Dacuments requires th.e gi.vi�ng af vvritten notice, it will be deemed to have bee� vaW�l.y given if: 1, defivered in person to the indi�vidual or to a mer�ber of the firm or ta an off'icer of the corporation for w1�om it is rntend�d; or 2. delivered ati or sent by registered or certified mail, postage prepaid, to the Ia.st business address known �o t�e givex o:f ttki..e notice. B. Business address changes must be promptly rnade in writ�g to the o�her pari�. C. Whene�er the Contract Documents speciiies givmg notice by elec�ronze means such elect�•onic na�ice shall be deemed sufficient upan canfumation of receipt by the receiving party. 17.�2 Computation ofTimes When any period of time is referredto in the Contract Doeuments by days, it w�l be cornputed to exclude the f�rst and 'mclude the last day of such periad Xf the last day of any such period falls on a Saiurda.y ar Sunday or an a da.y m�ade a Iegal holi.day the nexi i�Vorlang Day shall become the last day of the period. 17.03 Caamulaiiv� Remedies The duties and obligatians iunposed by these General Conditions and the rights and rerraedies ava�able hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available tn any or all of i�zem which are atherwise �mpased or ava�able by Laws or Reg�]atior�s, by special warranty or guarantee, or by other pxovisions af the Contract Docuinents. The provisions of this 1'aragraph w�71 be as effective as if repeated specifically in the Contract Docutnents in cozanection: with each particular duty, obligation, right, and remedy to which they apply. Ci['Y OF FORT WORTFI DRA.INAGE IMPROVEIviENTS FQR L�BOW C�3ANNEL AT 28TH ST. 5TAN77ATtT3C6N8TRUCTI.ON SPECIFICATION DOCUMEI�IT5 CITYPROJEC'CiVt].103052 Revisenn: 823/1D21 oo�aoo-� GENERAL CONo IrI�N s Page 63 of b3 17.44 SurvivalafObligatians All repre5entations, inderr�ai�cations, wazxanties, and gua�ra.z�tees ncaade in, required by, or given in accordance with the �ontract Docu�ments, as well as all contit�uing obli�ations indicated in the Contract Docutnents, wi� stu-�ive final �ayment, completion, and acceptance of the Work or termu7atioa or completion o� the Contract ar ternvnation of the se�rvices of Cnn�ractor. 17.Q5 Headings Article and paragraph headings are inserted for canvenience only and do not eonstitute parts oftl�ese General Conditions. CITY OF FOI�T WORTH DRAINAGE IMPKOVElvlEl�i'i'S FDR LEHdW CHANIVEL AT 2$TH ST. STANDARACONSTRUCT[ON SPECII'ICATION DQCiJMCNTS CITYPROJECTN0.103052 Revision: $/I320Z1 00 73 a� SUPPLEMENTARY CdNDIT`IONS Page L of 5 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIQNS SupplemeQtary Canditians Th�ese 5upplementary Conditions modify and supple�nent �ection DO 72 00 - General Conclitions, and ather provisions of the Contract Documents as indicated below. All provisions of the Genexa! Conditions that are modified or supplemented remain in full force and effect as so modified or supplemented. All provisions oif the General Conditzans wk►ich axe not so modified ox supplementedrezx�ain in full farce an.d effect. i�efined Terms The terms used En these Supplementary Conditions which are defined in the General Conditions have the meaning assigned to them in the Gencral Condifions, unless speci#"ically noted herein. Modiiications and Sapplements The follawing are instructions that modify or suppiement specific paragraphs in the General Conditions and other Conh�act DacumenEs. SC-3.03B.2, "Resnlviog Discrepancies" Plans govern nver Specifications. SC-4.OlA Easement limits sharvn on the Drawing are appraximate and were provided to estahlish a basis far bidding. Upon receiving Ehe isnal easements desctiptio�s, Contractor shall compare them to the lines shown an the Cpnhact DrawingS. SC-4.01A1., "Avalability vf Lands" 'Fhe following is a list of known outstanding right-of way, and/or easements to be aequired, if any as of March 4, 2022: Outsianding Right-Of-Way, and/nr Easernents to Se Acquired PARCEL OViTNER TA.RG�T DATE NUMBER OF POSSESSEON 8087�.645 WestCrest Partriers, T.LC 10/31/2022 "Tkae Contxactox ur�derstands and agrees that tiie dates listed above are esiimates only, are not guaranteed, and do not bind the Ciry. If Contractor considers the final casements providcd to differ materially from the represcntations an the Cant�act Dravvings, Con�ractai shal� within five {5) Business Days and before proceeding with the Work, notify City in writing associated with the differing easement line 1Qcations. 5C-4.O1A.2, "Availab'rlifiy oiLands" CTT'Y OF FORT WORTH DI2AlNlLGE iIvIPROVEM£N'F5 FOii LEBOW CI-iAN[�TEL AT 2$T�' ST. STANDARD CONSTRLlCTiOl�Y 5P�CIFICATION DOCUMENTS CITY PROJECT [�f0. l �3U52 REViSED ZvfARCH 9, 202a OD 73 DO SLIPPLEIv1ENTARY CONTJiTIONS Page 2 of 5 Utilities ar abstructzans to be removed, adjusted, andlor relocated The following is list af �tilities a�nd/or obst�vctions that have not been removed, adjusted, and/or relacated as of March 4, 2022 $XPECTED CI�TLLTTY AND LOCATION TARGET DATE OF OWN�R ADNSTMEN'� City of Fort Warth 2�}" 5anitary 5ewer @ Sta. 12+25,dfl -encasement During Cansi�ruction City of Fort Wox'th Sanitary�Sewer Manhole @ STA 11+5237- adjusfinent� "w�...µ�w��During Construction .�.��.W�.�y.., ........... _._......_..._..._.... ,._. _......_......._,_.....,.,.�_. . � ........ ..........._..,....,.. .,..,.,,..,.�...........,.,.,..........__......,.,,..,..,,......,...............,........�..._.._._._.__.W........._..._._...._._......._......._...__._..._......_.--•--.......... .,. ,..., , ,. . City of Fort Worth Sanit 5ewer Manhole STA 11+68.73- adjus�nent During Constructian .��.Cit�r oiFnrt Worth.��.�.W.�.��µ�. Sanitary Sewer Manhole �a �STA 18+65.41- adjuskment .._._...._..Du�ing Construetion--•.._...._....,. ......,......_.nf Fort Wnrth....,......._,....Storm._..,......_.............._..........._...�.....-__..........---....._......................_---..._........._._ .............._..._..._..._.._._............ � ......._._..__.._.....__._,_._.._._.__...__.._....._. City Sewer Outfal! STA 13+50.'i� repiacemen# Durin Construction City of Fori Warth Storm Sewer Outfall @ STA 14-�29.55- replacernent During Canstructinn _....._.�._._.._._.._. -�---�-•--- -•---�torrr� Sewer Dutfall � STA..._._.....--.-•-._.....�__..._..__._._..._.._.._....._..__..�...�._....�.��..._._..._�.�.._._....._�..�._..._....�.._......_._._.,,.,__,.....__,_..,. Ci nf Fort Warth S I5+50.33- replacament During Construction The Contractar unders#ands and agrees that the dates iisted above are estimates only, ar� nat guaranteed, and do not 6ind the City. The Contractar shall notify the Water Department ane weelc priar ta wark commencing. SC-9.02A., "Subsurface and i'hysical CoQditions" The following are reports of explorations and tests of sutasurfsce con�litions at the site of the Work; A Geatechnical Investigation Report, dated D8/16/2021, prepared by HV.T Narth Texas - Chelliah Cansuliants, Inc, a suU-consultant of Lockwood, Andrews & Newnam, Inc., a consultant of the City, providing additional inf'ormation on geoteet�n:icaE field conditions. The following are drawings of physical conditions in or relating to existing surface and subsut�ace structures (except Underground Facilities) which are at or cnntiguaus ta the site of the Worl�: None SG4.ObA., "Hazardous Env'rronmental Conditions at Site" 'I'he follawing are repQa�ts and drawings of existing haza�•dous environmental conditions knawn tn the City: None SC-S.D3A., "Certff'icates of Insurance" 7'he entities listed below are "additional insureds as the.ir interest may appear" inciuding tlieu• respective ofiicers, directots, agents and employees. (I) City (2) Con�ltant; I,ackwaod, Andrews & Newnarn, Inc. (3) Other: None SC-5.OqA., "Cantrastor's Xnsurance" The limits of liability for the insurance required by Paragraph GC-5.04 shall prawide the following caverages for not less than t�e following amounts ox greater vt+here required by laws and regulations: 5.D�4A. Workers' Compensaiion, un�er Pairagraph GC-S.U4A. S#atutory lizn:its CITY OF FO.RT WORTH DRAii+TAGE IMPROVEMEb3T5 FOIt LEBO'4V CH.ANNEL AT 28TH ST. STA?�IDARI] CaNSTRUCTION SP�CT�'1CATiON DOGUMENT5 CITY PRO]ECT NO, 103052 REVISSD 11�ARCH 9, 2026 QO 73 UO SUPPL�MEC�fTAR'Y COI�fDITiONS Page3of5 Employer's liability $TOQ,OOQ each accidentloccurrence $1 Q0,000 Disease - each emplayee $500,000 Disease - policy limit SC-5.04B., "Contractor's Insurance" 5.0�4B. Cart�merciai General Liability, under Paragraph GG-5,04B, CQntractor's Liahility Insurance under Faragraph GG-S.fl4B., which shail be on a per project basis co�ering the Contractar with mi.��.imuin liinits of: $1,pQ0,000 each occurr�nce $2,000,000 a�gregate liinit T'he policy znust have an endorsement {Amendment — Aggregate Limits af Insurance) making the General Aggregate Limits apply separately to each job site. The Commercial G.eneral Liabiiity Insurance policies shall provide "X", "G", and "U" coverage's. Verification of such coverage must be shown ir� the Remarks A�ticle of the Certificate af Insurance. SC 5.04C., "Contractor's Insurance" S.U4C. Automobile Liability, under Paragraph GC-5.0�4C. Contractor's Liahiiity Tnsurance under Paragraph GG5.04C., which shall be in an am.ount nat less than the follawitag amounts: (1) Automobile Lialuiliiy - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non-owzied. $1,OOd,D00 each accident on a combined singie limit basis. Split limits are acceptable if limits ar� at least: $250,000 �adily xnjury per person / $500,000 Bodily In�ury per accident / $100,000 Pxoperty Darr►age 5C-S.04D., "Confractor's Insurance" The Contractor's constructian activities will requ[re its employees, agents, subcontractors, equipnnenk, and material deliveries to cross raiiraad propettics and tractcs None. The Contractor shall eonduct its operations on railroad praperties in suc� a manner as na# to inter�ere with, hinder, or pbstruet the railroad cnmpany in any manner whatsoever in the use or operation of itsltheir trains or ather prope��y. Such opexations on rai[raad properties may require that Contractor to execute a"Right of Entry AgreemenY' with the particular railroad compat�y or companies involved, and to this encf the Contractor should satasfy iiself as to the requiraments of each taifroad company and be prepared to execuie the right of-entry� (if any) required by a railraad company. 'I'he z'equirements specif'ied herein likewise relate to the Contractor's use of private and/or construetion access roads crossing said i�iIroad company's properCies. The Contractual L,iabiiity coverage required by Paragraph S.f�D of t11e General Conditions shal] provide coverage for not iess than the follovving amounts, issued by co�npanies satisfactory to the City and to tEie Railzoad Company for a terrn that continues iar so long as the ConCractor's operations and work e�•oss, occupy, or touch railroad propei�ty: (1) General Aggregate: �Confirm Limits with Raili�aad CITY OF �ORT YUORTH DI2AINAC,E IMPROVEMENl`S FOR LEBOW CfiANNEL AT 28T" ST. STr1NDARD CONSTI2UCTION 5PECIFTCATION 170CUMEC�fTS C[TY PR07ECT NO. 103U52 REVISED MARGH 9, 2420 64 73 00 SUPPLEML�I'TARY COhT➢ITIONS Page4of5 (2) �.ach Occurrence: $Confirm Limits with Railroad Required for this Contract X Not required for filtis Cantract With respect to the above outlined insurance a•equirements, khe following shaIl govem: 1. �VVhexe a sin:g�e ��ail�oad company is involve�, the Contt•act�r shall provide one insurance policy in ttie name of the railroad company�, However, if more than one grade separation ar at-grade crossing is affeeted by the Project at entirely separate locations on the line or iines of the same railroad cornpany, separ�ate covarage may be required, each in the a�nount stat�d above. 2. Where more than one z'ailroad company is operating on the same right-of-way or where several railroad campanies are involved and operated on t}�eir own separate rights-of-way, tike Con�t-actor may be required to provide separate insw•ance policies in ttie narne of each railroad company. 3. I� in addition to a grade separation nr an at grade crossing, nthar work or activity is proposed on a railroad company's right-of way at a Iocatioa entirely separata from the grade separation or at- grade erossing, insurance coverage for this work must be included in the policy covering the grad� separation. 4. If no grade separation is involved but other work is proposed on a raiiraad coznpany's right-of- way, all such other work may be covered in a singie policy for that railroad, even thnugh the work may be at two or mnre separate lncations. No work or activities on a railroad co�npany's property to be peifonned by the ConEraetor shal! be comrr�enced until the Contractor has fumished the City with an or'rginal palicy ar palicies of ttie insurance for each railroad com.pany named, as reyuired above. All s�ch insurance must be apprQved by the City and each affected Aailrnad Company prior to the Co�txaetox's begizzniug wark. 'I`he ins�.�rance specifted above must be caz�zed until all Work to be pei%rmed o� the railroad right of way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried durir�g all maintenance and/or repair work performed in Ehe railroad right-of way. Such insurance must name the railraad company as the insured, toget�er with any tenar�t or lessae af the x�ailroad coznpany operating o�ez tracies involved in the Project. SC-6.04., "Project Schedt�le" Pro�ecE schedule shall be tier 3 for the project. SCwb.U7., °GWage Rates" The following is the prevailing wage rate table(s) applicable to this prQject and is prov.ided in the Appendixes: GC L.07— TYage Rates CFW Horizoh2al Wage Rate Table A copy of the table is alsa available by accessing the City's website at: httns:/lapps.fartworthtexas.�ovlPro i ectResouxcesl Yon ca� access the �le by follotiwing the directory path: 02-Cnnstructia�rz Docuzxaents/Specifi�ations(Div00 — Generai Conditions SC-5.09., "Permits and �t�lities" CITY OF FORT WORTH DRAINAGE IIvfPROVEMENTS FOR I.HBOW eI�ANNEL AT 23'�' ST, STATfZIARFJ CONSTRUCTION SPECIFICATIOAi DOCUMENTS CTTY P1tO.1LCT NO. 1 Q3052 REVTSED MAIZCH 9, 2020 00 73 00 SUPPLEMENTARY CONDITIQNS Page5of5 SC-6.09A., "Cantractor obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 1. T�cDOT eoordinateon during work witY�in TxDOT ROW 5C-bA9B. "City obtained permifs and licenses" The following are [cnown permits andlar licenses required by the Contract to b� acquired by tl�e City: 1. Section 40� Clear� Water�lct, PermitNo, SWF-2010-00970 SC-b.09C. "Outstanding permiks and liceuses" The faIlowing is a list of icnown outstanding pernaits an.d/or licenses to be aequi�ed, if any as of Marclz 4, �02� Outstandin.g Permits andlor Licenses to Se Acquired OWNBR PERMIT �R LICENS�, AND I�OCATION TARGET DATE OF P�55ESSIDN 7X�07 — Loca[ District Ternporary Access — Under N� Z$t" Street Bridge Prior to Construction SC-7.02., "Coordinatian" The individuats or entities listed betow have contracts with the City fox the performance of othez• work at tEie Site: TXDpT anspectors SC-8.D1, "Communicatians to Contractor" Norae. SC-9.41„ "City's Project Manager" The City's Project Manager for this Contract is Michael Wellbrrum, P.E. CFM or his/her successor pursuant to r�vrilten not�fication fram the Director of 7'�anspof-tation arrd Public Works. SC-13.03C., "Tests and Inspectians" 1. Mitigation Specialist Construction Monitoring 2. Archeologist Constructaon Monitaring SC-1G.01C.I, "Methads and Procedures" None. END OF SECTION Revision Lng DATE NAME SUMMARY OF CHANGE 1/22/2016 F. Griffin SC-9.01., "City's Project Representative" wording cha�ged to Ciiy's Project M.anager. 3191Z02D Q.V. Magana SC-6.fl7, Updated the link such t�at files can be accessed via the City's website, CIT�' OP' FORT WORT'H DRAT3�AGE iMPROVE]ViENT5 FOR LEHOW CHAN�+fEL AT 28T" ST. S"I'AIYDARD CONSTRUCTION SPECIFICATION DOC:UMENTS ClTY PR()7ECT NO, 103052 Ii$VIS�,D MARCH 9, 2020 10�� L��v� ��I �� h �� rt� Final Audit Report 2022-08-29 � r�ar��. 20:?�-48-7;', f�1 �3Q15_M5M ::3�:1�fOr2wnnrii�k33.}�€:�' �tat�s: Slgrred Tr�rr.=w.�tk^h iL1. c:e.:C:Hf3C:,�An�AI,;,��an�gr,t�RSxCJ�#�S�*��14K9A-C'7�ht5}�J4� "1030�� ebow Chanel at �Sth St �art1r�ar�1"' �istory � Document created by Sadje.lshmael@fortwarthtexas.gov 2022-08-25 - 5:04:04 PM GMT- IP address; 208.194.29.100 �� Document emailed to Melissa Brunner (melissa.brunner@forkworthtexas.gov) for appro�al 2a2�-48-25 - 5:12;52 PM GMT �',� Dacument approved by Melissa Brunner (meiissa.brunner@fortworthtexas.gov} Approva! �ate: 2022-48-25 - 8:53:52 PM GMT - Time Source: server- IP address; 2D9.194.29.100 �� Document emailed to jannette.goodall@fortworthtexas.gov for signature 2D22-08-25 - 8:54:02 PM GMT � Email viewed �y jannette.gnoda]!@fortwdrthtexas.go� 2022-08-2fi - 12:22:28 PNf GMT- IP address: 209.794.29.144 � Signer jannette.goodall@fartworthtexas.go� entered name at signing as .lannette S. Goodall 2022-q8-26 - 12:22:45 PM GMT- IP addre.ss; 2d9.194.29.�top �'� Doc�rnenf e-signed by Jannette S. Goodall {jannette.goodall@forfwor�htexas.govj Signature Date: 2022-D8-26 - 12:22:47 PAA G�+iT - Time Source: server- IP address: 209.194.29.100 �� Form fifling automatically delegaked to Allison Tidwell (allison.tidwe[l@fortworthtexas.gov) by Vania 5oto (Vania.Soto@fortwortntexas.gov) 2022-[f8-26 - 12:22:56 PM GMT `�+ Docume�t emailed to Vania Soto (Vania.Soto@foriwortht�xas.gov) for filling 2022-OS-26 - "12;22:56 PM GMT �j-r pocument emailed to Allisan Tidweli (allisan.tidwell@forkworti�texas.go�) for filling 2�22-0$-26 - 12:22:57 PM GMT '� Email �iewed by Allison Tidwell {allison.kidwell@fortworthkexas.gov) 2022-OS-29 - 7:32:17 PM GAriT- [P address: 209.194.29.10U �''�� I Powered by � AaOt1E � Acrcbat Sign � Form filled by Allison 7idwell (allison.tidwell@fortworkhtexas,gov} Form fifling t]ate: 2022-QS-29 - 7:36:23 pM GM7 - 7ime 5ource: server- IP address: 209.134.29.100 �'� Document emailed ko tpw_sw contracts@for#worthtexas.gov for approval 2422-08-29 - 7:38:23 PM GMT 'c� Email viewed by tpw sw_contracts@fortworthtexas,gov 2022-08-29 - 8:43:10 PM GMT- IP addrass: 209,19�4.29,�1�� Signer tpw sw contracts@fortworthtsxas.gov entered name at signing as SADIE 15HMAEL 2D22-08-23 - 8:43:31 PM GMi- IP address; 209.194.29.100 �'� Document approved by SADIE 1SHMA�L {tpw_sw_contracts@fartwarthtexas.gov) Approval bate; 2p22-q.8-29 - 8;43:32 PAA GMT - Tirr�e Source: server-1P address; 209.194.23.100 B� Agreement completed. 2022-U8-29 - 8:43:32 PM �MT �`�R �� Pawered by --�Q Adobe �� acrobat S€gn oa �a ao- i GENERAL CANDITION 5 Page 56 of 63 14.07 FiraalPayme�t A. ApplieationforPayment: 1, Up�n �in.al Accept�nce, and in the opinion of City, Cont�-actor may ma�e an application %r final payrnent foliowing the proeedure for progress pa�+ments in accordan.ce with the Contract Documenis. 2. The fmal Application for Payment sha.11 be accornpanied (except as previously delrvered} by: a. all documentation called foz in the Contract Documents, including but not limited to the evidence of in�surance xequired by �aragraph 5.03; b. consent of the surety, if any, to final payxx�ent; c. a 3ist af all pending or released Damage Clauns against Ciry tk�at Contractor befieves are unsettled; and d. affidavits of payznents and complete and legally effective releases or waive�rs (sat�s�actory to City} of all Lien rights axisirag out of or Liens filed iri conn�ction vti+�iih ihe Work. B. Payment Becomes Due.• 1. After City's acceptance o£ the Applicatian for Payrnent and accampanymg doclunentat�on., requested by Contractor, less previous payinents made and any sum Ciiy is entitled, IIaclud�g but not lirnited to liquidated damages, w�l become due an�d payab�e. 2. Aftex all Damage Clauns have been r�solved: a. direcily by the Contractor or; b. Contractor provides evidence that tl�e Damage Clann has been reported to Coniractar's i�surance provider �or resolution. 3. The rnakir�g of the final paym�nt by the City sha�l n.oi relie�� tlae Con�ractor of any guarantees or other xequizeznents of the Cantract Documents which speci#ically coxztinue thereaffier. 14.08 Final Conrpletian Delayed and Pc�rtialRetainageReleasc A. If i'inal completion af t.�.e Work is significantly delayed, and if City so conf'n7ns, City may, upon receipt of Contractor's �al Application for Payment, andwithout tern�inating the Contract, iaaake payment pf the balance due for tisat portion o£ the W�rk fully completed and accapted. If the remaian�g balance ta be held by Cily for Wark not fully completed or cozrected is less tban the retainage �ti�pulated in Paz-agraph 14A2.C, and if bonds have been fiu•tais�ed as required in Paragraph 5.02, ihe vvritfiezx �onsent of the siu-ety tn the payment of the balance due for that C1TY OF FORT WORTH DRAI�IAGE IMPitOVEl1�iENTS k'OR I,EBOW CHANNEL AT 28TEC ST. STANDAR[]CO�STRUCTTON SPECIF[CATION DOCiTMEN7'S CITYPR07ECTN0.103652 Itcvision: S�3f�021 00 7a oa - i GENER.4L CDNti 1710N S Page 57 of 63 portio� o� the Wark fully cornpleted and aecepted s�all be submitted by Con�raetor to City with the App�ication for such payment. Such payrnent s1�all be made u�nder tk�.e terms a�►d condition� governing fmal pay�xient, except thaf rt shall not constitute a waiver of Contract CIaims. B. Partial RetainageRelectse. For a Contc'act t31at pro�ides far a separat� vegetative establi�hment and mamtenance, and test and performance pexioc�s following the cotr�letion of all other construction in the Contract Docum�nts �'or al1 Work locations, tkze City may release a poriion of the arnount retained provided tlaat all other work rs completed as determined by the City. Be%re the relea.�e, all submittals and f'vnal quantities must be corr�pleted and acceptedfor al� other �vork An amount sufficient to ensure Con�ract coznpli.ance will. be re#ained. 14.09 Waiver of Claim.r The acceptance of fi�al paymen.t wiil can:stitute a releas� of the City from all clainas or liabilitie� under t�e Coniract for anything done or fi�rnished or relating to the wark under i�.e Conttact Documenis or any ac� or neglect af City rel.ated to or cor�ected with the Contract. ARTICLE 15 -� SUSPENSION OF WORK AND TERMINATION 15,01 L'ity May Suspend YYar�k A. At any time and wiihout cause, City z�aay suspend the Work or any po�tion thereof by written zzatice to Contractor and which may fix the da.te on which Work will be resumed. Contractar sb.all resume tY�e Work an the date so f�ed. Du�itig tem�porary suspexasion of tl�e Work covered by these Con�ract Documents, �ox any reason, the City wili make nQ extra payment far stand by time af construction equipment and/or co�truction crews. B. Should �he Contractor nat be able to camplete a portion of the Project due to causes beyond the control oft and witl�aut the fault or negligenc� of the Contxactar, and should it b� deter�mined by mutual consent of the Contractflr and City that a solutiQn to allow canstruction to prnceed is not available witivn a reasonable period of tii�ne, Contractor rnay request an e�ensian in Contract Time, directly attributable to any sueh suspension. C. If it should l�ecome necessar�rto suspend the Wark for an indefinite perind, the Contractor sY�ali siore all materials in such a manner that they will nat obstruct or im.pede the public unnecessarily nor become damaged in any way, and he sliaII take every precaut�on to prevent dam�ge nr deteriaration of the work perforrned; he sha11 pravide suitable drainage about the worlc, and earect ten�porary structures wh�re nacessary. D. Contractor may be reimbursed for tlie cost of i�noving his equip:nnent off the job and reiurning f.he necessary equipment to the job when it is deierrnined by the City that construetio� may he resurzied. 5uch rennbursement shall be based on actual cost to the Contractor of movitzg the equipment axad no pz'ot'rt will be allowed. Reinnbu�rs�zxi.ez�t may nat be allowed rf the equipment is moved to an.other construction projeet for the City. CFI'Y �F FORT WORTH DRAIlV,�,GE IMPRdVEMENTS F�R LHHOW CHANNEL AT 28TH ST. STANDARDCONSTR[]CTION SPEC[F[CATION DpC[IMENT5 CITYPRO.�CTNO.l03a52 Rcvisian; S�Zi/1U21 007200-1 GEN�RAL CON� ITION S Page 58 of fi3 15.02 CatyMayTerminateforCause A. The occurrence of ar�y ane or more nf the fallowing events by way of ea�ample, but not of limitation, may justify termination for cause: l. Contractor's persistent �'ailure to pe�'orrn the Work in aecordance �tvith the Co�t�•act Docu�nent� (including, but not �ed to, failure ta supply sufficient skilJ.ed warkers or suitable materials or equipment, £ailure to adher� to the Project Schedule established und�r I'aragraph 2.07 as adjusted frorn time to tinne purs�aant to Paragraph 6.04, or faih�re to adhere ta the City's Business Diversity Enterprisc Ordinance #20020-12-2011established under Paragraph b.Ob.D); 2. Con�ractor's disregard of La�vs or Regulations of any public body having jurisdictian; 3. Contractor's repeated disregard af the authority oi City; ar 4. Contractor's violation in any substan.tial way of any provis�oris of the Contract Documenis; or S. Contractor's failure to pramptly rnake good any defect in z�aateria� or workmanship, or defects of any nature, the correction af which has been clirected 'm wrzting by the City; or 6. Substan�ial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due Yherefrom for tk�e benefit of az�y creditor o�' for any Qtk�er purpase; or 7. Substantial e�vidence that the Con�ractor h�s becorne irzso3vent or �anlmipt, or other�wise financially unable to earry on the Work satisfactarily; ar 8. Contxactar comme�ces legal action in a couxt of compet�nt jurisdiction against the City. B. If ane ar more of the events identified in Paragraph 15.02A. occur, City wi� provide vvritten notice to Cont-racCor and Surety to arrange a conference wit� Contractor and Surety to address Cantractor's failure to perform tlae Wark. Catiferenc� shali be held not later fhan IS days, after receipt of notice. 1. If tha Ciry, the Contractor, and the Surety do not agr�c to a�ow the Contractor to proceed io perform Y1�te constructio� Contract, tl�e City may, to the extent pez�itted by Laws and Regulatians, declare a Contractox defa.uli and formaIly terrninate ihe Cont�actor's right to complete ihe Confzact. Coniraetor defaul.t shall r�ot be declared earlier than 20 days a£ter tlae Contractor and Sw'ety have received notice of cozafexence to address Contractar's fa�ure to perfarm tl�e W ark. 2. If Contractor's services are terminat�d, Surety shall be obligated to take over and perform the Work. Tf Surety does nnt cornmence perfoz-nnance thereof witklin 15 cons�cutive calendar days after date of �.n additional wrilten notiee de�aanding Sureiy`s �erformance of its C1TY OF FORT WORTH pRAINAGE IMPILOVEFvIENTS. FQIt L�BOW CHANNEL AT 28TFi ST. STANDARDCONSTRIlGTION SPECIFICATION DOCUMENTS CITY PAOdECTNO. 103D52 Acvision: 8?3f1021 oo�zoo-i GENERAL CON� ITION S Fage 59 of 53 obligations, then City, wit�out process or aetian at lavtr, may take over any portion o£ the Work and complete it as descr�bed below. a. If City cornpletes the Worlc, City may exclude Contractor and Surety from the site az�d take possessian of the Work, and all materia.ls and equipnaent incorporated into the Work stored at the Site or for w�ich City has paid Con�ractor or �u�-ety but which are stored else�where, and iu�.ish the Work as Ciiy may deem expedi�nt. 3. Wheiher �ity nr Surery completes the Work, Contractor shall not �e entitied to receive any fi�rtk�ex payrnent uritil the Work is finished. If the unpaid bAIance of the Contract Price exceec� all claims, CQ5t5, Iosses and damages sustamed by City arising out af ox resul�ing firom completing the Work, �uch excess wi�l be paid to Contractor. If such claims, costs, lasses and damages exceed such unpaid ba�ance, Contractor shall pay the difference to City. Suc� claitns, costs, losses and damages incurred by City w�1 be incozparated in a Change Order, provided that whenexercis�iz�g azty z�ghts or remedies ut�der this Paragraph, City shall not be requ�ed ta obtain the lowest p3rice far tkie Woxk perfanned. �4. Neither City, nor any of its respective cansultants, agents, officers, directors ar employees shall be in az�y wvay lia.ble or accountable io Contractar or Surety far �he meihod by which the completzon o£ the said Worl�, or any portion ihereof, �ay be acconapIished or for the price paid therefor. 5. City, notwithstanding the methnd used in complet�g the Contract, shall not forfert the right to recover damages irom Gontractor or Sua�cty for Contractor's failure to timeIy complete th� entire Contz�act. Caniractor shaIl nnt be �ntitled to any claim oza accaunt of the methad used by City in completixzg tbe Contrac�, b. Maintenance of the Work shall continue to he Contractor's and Surety's responsb�ities as provided for in the Y�ond requirements af the Cc�ntract Docmnents or any special guaxantees providad for under tl�e Contract Doc�,unents or any other obfigations otherwise prescri�bed by Iaw. C. Notwithstanding Paragraphs 15.02.B, Contractor's services will not be terminated i.f Contractor begi�s within sev�n day� of�receip# of not�ce of intent #fl terminate to carrect its fa�are to perforx�n and proeeeds diligently to cure such fa�liire wiil�in no mare than 3Q days of receip� of sai�i notice. D. Where Contractor's services have been sa tenn�ated by Ciry, tlae termvaaiion w�1 not affect any xights or remedies of City a�ainst Contxactor then eacistmg or which tnay thereafter accrue. Any retention or payment o� mnneys due Contractor by City will not release Con�ractor from Liabiliry. E. If and to ihe extent that Contractor has prnvided a performance bond u.n.der the pravisions of Paragraph 5.02, the term�ir�a�ion procedures of that band shall not supersede the provisions of this Article. C1TY OF FORT WORTH p��p�� p�pV�� FOR LEBOVt� CHANNEL AT 28TH 5T. STANDARDCONSTRUCTIdN SPBCIFICATIUN DOCiIMEIVTS GITYPRO.IECTNO.103652 Rcvision: &�1311D21 oo�aoo-� GENERAL CONbITION S Page b0 of 63 15.03 CityMay Terminate For Canv�enience A. City may, tivithoui cause and without prejudice to any otk�er rzght or remedy of Ciry, terminate the Contract. Any ternvnation shall be effectedby rna�ing a notice of the termitiation to the Contractor specifying the extent to which perfaz-nnance af Work under the contract is terminated, and the date u�on whici� such termmation becomes e ffective. Receipt of the natice shall b� deemed con.clusively �resuzxied and established when the letter is placed m the United States Postal Service Ma� bq the Ciry. Furtlier, it sha�i be deemed conclusively presumed and established that such te�-�mination is made with just cause as therein sta.ted; a.nd no proof in any claitn, dernan.d or suit shall be required of the Ciry regarcling such discretianary action. B. After receipt of a notice of term'niaiion, and except as otherwise directed by the City, the Cantractor shall: 1. Stop work under the Contracton t�ie date and to th� extent speci�ied � tlie notice of termination; 2. place no further orders or subcontracts for materials, services or fac3lities except as may be necessary far eonnpletion of such portion of the Work under tl�e Cantr�ct as is nai terminated; 3. terminate aIl orders and subcontracts ta the extent ihat they relate ta the performance of the Wor�C termmated by notice of ternnination; 4. transfer title to the City and deliver iz� the maz�ner, ai t�e times, and to the extent, if any, direeted by the City: a. the fabricated or un.fabricated parts, Work irn progress, camp�eted Work, st�pplies and other matei�al produced as a part af, or acquired in connection with the performance of, the Warl� terrnixiated by the �aotice of the termu�a�ion; and b. the comp�eted, or pariiafly compleied p�ans, drawings, infarmation and othar property which, if the Cantract had been comp�eted, would have been required ta be fiirnished to the Ciry. 5. cornplete performance of such Wark as sha�l not have been termmated by the notice of ter�ninat�on; and 6. take sueh action as may be necessaty, or as t1�e Ciiy may d�rect, for the protection and presezva.tian af the property related ta its contract which is in the possession of the Contractax and in which the a�cvner k�as ar may acquire the rest. C. At a time not later tlaan 3� days after t�e ter�vination date specified in the notice of terinmation, the Contractor may subxnit to the City a]�st, certif'�ed as to quantity and quality, of any ar all items of termirtat�an inventory not previously disposed of, exclusiue o£ items tY�e disposition of whzch has b�en directed or authorized by City. CTTY a�' FOIiT WORTH DRAINAGE IIvIPROVEMENT5 FOIt LEBOti4 CFLANNEL AT 28TH ST. STAbEDARDCONSTBUCTION SPECIFICAT[DN DQCIIMEIV'['5 CITYPR03ECTN0.103052 itcvision: &232021 00?200-t GENERAL CONpfTION S Page 61 ot 63 D. Not laterr t�.a.n 15 days th�reafter, the City shaIl accept titie to such itenas pravided, that ttze list submitied shall be subject to verification by the City upan removal of the items ox, �£ the i�ems are stored, within 45 days from the date of subm�ssion of the 1ist, and any necessazy adjustments to co�-irect the list as submitted, shall be �nade prior to final settlement. E. Nat later than {a da.ys after thE notice of termu�ation, tl�e Contractor shall submit his termination cla.i�n to the City in the form and �with the certi%cation presen�ed by the City. Unless an ext�nsian is made in writing within �ueh 60 day period by the Contractor, and granted by the City, any and all such clairns shall be cflnclusively deemed waived. F. In such case, Contractor shall be paid �or (without duplication of any items): 1. completed and acceptable VJork executed in accordance with the Contract Documents prinr to the effectiv� date of terminatian, inchxding fair and reasonable sums for overhead anci pro�t an such Work; 2. expenses sustamed prior to t�e effectiive date of ferminatior� in pexforrning services and fiunishing Iabor, rxaaterials, or equipment as requiired by the Contract Documents in connection with uncompleted Work, plus fa�r and reasonabl� suxns for overhead and profit on such expenses; and 3. reasonable expenses directly ait�r�butable ta termination. G. In the event of t}.�e faibure oi the Contractar and City to agree upon ihe whole amount to b� paid tq the Contractor by reason of the termination of tY�e Work, the City shall deternlian.e, on tl�e basis of infarmaiion available to it, the amount, if any, due to the Contractorby reasonof the tez�xz�ination and shall pay to t�ie Cnntractor tb.e aznounts deternzined. Coniractox shaIl not be paid on aecount of loss of anticipated profits or revenue or other economic loss arisitjg out of ar resulting from such termination. ARTICLE l 6— DISPUTE RES�LUT�4N 16.41 Methods crnd Procedures A, Either City ar Contracior may request medzation of any Can�rac� C1aim subrnitted far a decision under Paragraph 10.06 before such decision becomes fu�al and bmd�g. The request for zn.ediation shall be submitted to the other party to the Conhact. Timely submission of the request shaU. stay the effect of 1'aragraph 1Q.06.E. B, City and Contractax shall participate in the m.edaatian process in good faith. The process shall be corrunenced within 60 days of filing oi the request, C. If the Contract Cla.im is not resolved by media�ion, GiLy's action under Paragraph 10.06.0 or a denial pursuant ta 1'aragraphs 10.06.C.3 or 10,06_D shall become f�unal and binding 30 days after termination of tkae mediation unl�ss, withici that time period, City or Contractox: C1TY OF FORT WORTH DRAINAGE IMPROVEIv1ENT5 FOR Lfi$OW CIIANNEL AT 28TH ST. 5TAM3ARDCf7M5TRUC�']ON SPECFFICATION DOCI]MEIVTS C��YPROJECTNO. [D3U52 Rcvisian: SIL3/1A21 OD7200-I GENERAL CONOlT10N S Page 52 af 63 1. elects in writiing to invoke any otber dispute resol�tion process pro�ided for m the Suppiementary Conditions; or 2. agrees with the other party to subrnit the Contract C1aim to another dispute resolution process;or 3. gives written notice to the other party af the intent to submit the Contract Claixx�. t�o a court of competent jurisdiction. ARTICLE li — MTSCELLANEOUS 17.01 Giving Natice A. Wh�never any provision of the Contract Docuznents requires the giving of writte� nofice, it will be deemed to ha�e bee� validly given if: 1. deliverecl in per�an to the mdividual or to a member of the fi�� or ta an officer of the corporation for wlaaza�. i� �s intended; or 2. delivered at ar sent by registered or certified mail, postage prepaid, to tbe Iast bus�ess address lrnot�n to the giver of the notice. B. Business address changes musi be promp�Iy made in writing ta the other party. C. Whenever the Contract Docurnent� specifies giving notice by electronac nneans such electronic notice shall be deemed su£�";cient upon conf'�rma�ion of receiptby the recei�riz�.g party. 17.02 Computation ofTimes When any pe�od of time is referred to in f.he Contract Docuinents by days, it will be carnputed to exclude the �'irst and in.clude the �ast day tif such period. If the J�st day of any such period falls on a Saturday or Sunday or on a day made a legal haliday the next Working Day shall become the ]ast day of t}�e period 17.03 Caarnulative Remedies The duties and obligations i�x�.posed by these General Conditions and the rigb.�s ar�d remedies available taereunder to the parties hereto are in additian to, and are nat to be canstrued in any wayas a li.mitation of, any rights and remedi�s ava�a.ble to any or all of them which are othen�vise imposed or ava�able by Laws or Regulations, by special wa��rar�ty or guarantee, or by ather provisions oi the Cont�•act Documents. The pxovisza�as af this Paragraph will be as �ffective as � z'epeated speeifically in the Contract Documents in corv3ection with each particular duty, obligation, right, and rem.edy to which they apply. CITY OH FORT W�RTH p��y,��, �p�OVE�NTS FOTt LEBOW CH/�iNEL AT 28TH ST. STANDARf7C01�STR11C'fION SPECIPICAT{ON BOCUMENTS CITYPRDIEC'C3�0.103652 Rcvision: &23/2021 Qo 72 U(3 -1 GENERAL CQN�1T{ON S Page 53 of 63 17.04 SurvivalafObltgations All represeniations, inde�u�ifications, warranties, and guarantees made in, required by, or given in accorda.nce with the Contract Docurr�cnts, as well as all continuing obligations indicatcd in the Contract Dncuments, �rill surviva fmal payment, canapletion, and acceptance of the Work or ternaination or campletion of the Contract or ternlination af ihe services af Cantractor. 17.05 Headings Article and paragaph headings are inserted %x converuence anly and do not constitute parts of these General Conditians. C1TY OF FpRT WORTH D12AIIdAGE �IviPRdVEMENTS FOR LEBOW CILANI�IEL AT 28�'H ST. STANpARDCONSTRUCTION SPECIFICAT1ptJ bOCi1MENTS CITYYROJ'ECTNO.103052 Rcvision: 8/33/z021 00 73 00 SUPPLEdvf��ITARY CC)NDITTONS Page l pf5 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITI�NS Supplementary Conditians These Supplementary CondiEions modify and supplement Section 00 72 00 - General Conditions, and other provisions vi the Contaact Dacuments as indicated below, AII provisions of the General Conditions that are modiiied or supplemented remain in full force and effect as so madified or supplemented. All pro�isiaus af the General Conditions which ara not so modified or supplemanted i•emain in full force and effect. De�ned Terms The terrns used in these 5upplementary Conditions v�rhich are de�ned in the General Conditians have the meaning assigned to them in the Genera� Conditions, unless specifically noted herein. Modifitations and Supplements The follow'rng are insiructions thai modify or supp]ement speci�c para�•aphs in the Genera! Condi.tians and other Conta�act Documents. SC-3.03B.2, "Resolr+ing Discrepancies" Plans govern over Specitications. SC-4.Q1A Easement limits shown on the Drawing a�•e approximate arid were provided ro establish a basis for bidding. Upon xeceieiiz�.g tbe f.inal ease�nents descriptions, Contractor shali compare them to the Iines shown on the Conh-act Drawings. SC-4.�IA.1., "Availability of Lands" The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of March �, 2022: Outstanding Ri�g1�t O� Way, andlar Essements to Be Acquired PARCEL OWNER TARCr�'T DAT'� NUNIBER OF P05SESSION 80874645 WestCrestPartners, LLC 1a13112022 Th� Contractar understands and agrees that the dates listed above are estima#es only, are n�k guaranteed, and do not bind the City. If Contractor cansiders the iinal easements pravided to differ materially from the representations an the Cont�act Drawings, Contractor shall within five (�) Business Days and 6efnre proeeeding with the VVork, notify City in writang assaciafed with the diifering easement tine locations. SC-4.01A.2, "AvailahiIity af Lands" CITY OF FOTii' WORTH 4ILAINAGE iMPROVENtENTS FOR LEBOW CI-IANNEL AT 28''H ST. STANDA.RD COt�ISTRUCT{bN SPECiFICATION DOCUMEN'TS CIT'Y P1tOIEC'C NO_ 103d52 REVISED MARCH 9, 2020 00 73 00 SUPPLEMENTARY COt�IDi'�IONS Page 2 af 5 Uti�.ties or obstxuctinns to be removed, adjusted, andlor reloeated The following is list af utifities andlor obstructions that have not been removed, adjusted, and/ar relocated as of March 4, 2d.�� EXPi,CTED UTILITY AND LOCATION TARGET DATE OF O WNER AD]USTMENT City of Fnrt Worth 2,4" Sanitaiy Sewer @ Sta. 12+25.00 -encasement During Ganstzuction _......__•- -- ..........................._...._....----_.................----_ � ............ @. ........ , ...,..., . Ci. afFortWorth Satu_.___SewerManhole�.�.�..5�'All+52.37-ad'ustment�.µµ.��.µ.,..��..u-..�W..W..W�.�.-....-.W.-......-..._._.._......._. ty During Construction Ci'....-af F'ort Worth-----.....-Sanita Sewer Manhole @ STA_1.1+68.73- adjustment ................-Dunng_C�.��..�.�.�.µ.�..�..�.....�.�.�.�.�.��.µ.� ty ry onstructian City�of �art Worth .............. Sanitary Sewex Manhole.Q .STA 18-�65.41- adjust�zient-......-..-....-�-During..Constructi.�...._�..��.�.�.,�.�..�..�.,� on , _._..___�._ ........................_._._...._...�__...............__............_._._...._........._._....._............._._.. .............._... . . _..._.....---.•.-�----•-•--�--�-�-�-�---._........._......._....---........................................_......._..............__......_._......�.__.__..�___�....�._. City of Fnrt Worth 5torm Sewer Outfall @ STA 13�50.74— replacement During Construction .�._..........,.__rv_....._�..._..._.............___,...�..__� ...................... ___.�.�_._................_.__._._._._._._._._._._._...._..._..._._._._....._.._._. _.__._._._._......-�-----�-�-----� -•---......------------------------•-•...._...__ _--------. City of Fort Wnrth SYorm Sewer Outfall Q STA 14+29.55— repia�ement During Cansfiaction . �.C��.o�_F...r _...._..__._..�._.�._._._.__�ti_�________ ..................,..__�...,..,...... .�....,......,.. ..,.. ...�._...�..�_.�....rv...�p.�...�..............�.�..�......�.�.�__......__....._._.....__._...._............._...._......-------�---•-�------._....--- o t Worth Storm Sewer Qutfalf 5TA 15+50.33— re lacement During Construction The Con.kractar understands and agrees that the dates Iisted above are estirnates only, are not guaranteed, and do not bind the City. The Contractar shall notify the Water Depai-trnent one week prior ko wark caznrneneing. SC-4.�2A., "Subsurface and Physical Conditions" The following are reports of explorations and tests of subsurface conditions at the site of the Wat•k: A Geotechnical Investigation Report, dated 68/1 b12021, prepared by HV.T Narth Texas — Chelliah Consultants, Tnc, a s.ub-consultant of Lackwaod, Andrews & Newnam, Inc., a consultant of the City, providing additional information on geokechnical field conditions. The following are drawings of physicaj conditions in or relating ta .existin.g surface and subsurface structures (exeept Underground FaciLities) which are at oi� contiguoc�s to the site of the Work: None SC-4.06A., °�Hazardous Environmental Conditinns af Site" The following are reports and dra�rings af axisting hazardous environmental conditions known to the City; None SC-5.03A,, °6Certificates of Insurance" 'J'he entities listed below are "aciditional insureds as their interest may appear" including their respective offzcers, direcEors, agents and employees. (1) City (2) ConsulEarrt: LQcicwood, Andrews & Newnam, Inc, (3) Other: None SC-5.09A., "Contractor's Xnsurance" The limits of liability fax the insurance required 6y Paragraph G�-5.04 shall provide the following coverages for not less than the following amounts or greater where required by laws and reguiations: 5.04A. Workers' Compensatian, under Paragrap� GC-5.04A. Statutoiy limits Cl'T'Y OF FORT WORTH DRAINAGE iMPROVEMEIYTS FDR LE$OW CHANNEL AT 2$'�'{ ST. STANDARD CONSTRLTCTEON SPECIx'1CATION DOCUMENTS CITY PROIECT NO. 103052 REVISEn MaRCH 9, 2�20 00 73 00 SUPPLEMENTARY GONDITIQNS Page 3 o.f 5 Empioyer's liability $100,a00 each accidentloccurrence $100,00b Disease - eacE� emplayee $SOQ,p00 Disease - policy li�mit SC-5,04B„ "Contractor's Insisrance" 5.04B. Commercial General Liability, under Paragraph GC-5.O�1B. Contractor's Liabiiity Insurance under Paragraph GG5.04B., which shaIl be an a per praject basis cavering the Contractor with minimum limits of: $1,000,000 each oecurrenee $2,004,000 aggYegate limit The poiicy must have an endorsement (Amendment — Aggregate Limits of Insurance) rnaking the General Aggregate Limits apply separateiy to each jo6 site. The CommerciaZ General Liabiliry Insurance policies shall provide "X", "C", and "U" eoverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 5C 5.04C., "Confractor's Insurance" 5.UaC. Automobile Liability, under Paragraph GC-5.04C. Contra.ctor's LiahiIity Insurance under Paragraph GC-5.04C., wluch sf�all be in an amount not less thau the foIlowin� amounts: {1) Automobile Liability - a cornmercial business policy shall pro�ide coverage on "Any Auto", defned as autos awned, �ired and non-owned. $ I,000,000 each accident on a conn6ined single liinit basis. Split liinits are acce�table if limits are at least: $250,000 Bodily Ynjtuy per person 1 $500,000 Bodily [njury per accident / $100,000 1'roperty Darraage SC-5.04D., �°Cantractor's Ins�rance" Tha Contracto.r's construction activities will require its empioyees, agents, subcontractors, equipment, and material deliveries to cross railraad pz•apei�es and tracks None. The Contractor shail conduct its operations on railx•oad properties iiz� such a manner as �ot to interfere with, hinder, ar obstruct the railroad company in any manner whatsoever in the use or operation of itsltheir trains or other property. Such operations an raiiroad prnperti�s may require that Contractor to execut� a"Right of Entry Agreement" with the particular raiIroad company or compxnies involved, and to this end tY�e Contractar slaauld satisfy itseLf as to the requiremenis of eaeh railroad company and 6e prepared to execute the right-of entry (if any) required by a railroad cotupany. The requirements specified hereiu likewis� relate to the Cantractor's use af private and/or construction access roads crossing said railroad company's properties. '�'he Conixactual Liabili#y eov��ag� required by Paragraph 5.04D of the Gene�•af Conditions shall pravieZe cover.age for not less than the follawing amaunts, issued 6y companies satisfactary to the City and to the Railroad Company for a tenn that continues Far so long as the Contractor's operations and work cross, occupy, or touch railroad property: {1) General Agg�•egate: $Canfirm Limifis with Railroad CITY OF FORT �ORTH DRAINAGE INiPROVEMENTS FOR LEBOW CHANNE.L AT 28TH ST. 3TANT]ARD CONST]ZIICTION SPECIFICATIdN DOCUM�NT5 CITY PRQJECT Nd. [03052 REVISED MARCH 9, 2Q20 00 �3 ao 5UPPLEME[�fTARY CONDITIONS Page 4 of 5 (2} Each Dccurrence: $Confirm Limits with Railroad Requu•ed for this Contract X Nnt required fnr this Contract �Vith respect to the above autlined insurance requirera�en#s, the follawing shall govem: l. Wb.exe a siagle xailroad cornpany is involved, the Cont�actor shall provide one insurance policy in the name of the raiiroad company. However, if znoxe than ane �rade separation or at-grade crossing is af£ected. by the Project at entirely separate locations on the line or lines of tiie same railroad company, separate coverage �nay be required, each in the amount scated above. 2. Wkiere moxe than one railroad coinpany is operating oa the same right-af-way or where several ra�lroad companies are in�olved and operated on their own separate ri�ts-of way, the Contractar may be requi�ed to provide separate instirance policies in fifie name of each railraad company. 3. If, in addition #a a grade separation ar an at-grade crossing, other work or activity is propased on a rai�a•oad cozan:pany's zight-of-way at a Iocation entzrely separate from the grade separatiQn or at- grade crossing, insurance caverage for this wark �.ust be included in the policy covering the grade separation. 4. If no grade separation is involved but other warEc is proposed on a railxoad eompany's right-of- way, ali such other work may be covered in a single policy for ihat raikoad, even though the vvork may be at two or moxe separate locations. No wark or activities on a railroad company's property to be parformed by tIie Contractar shall be commenced until the Cantraciar has furnished the City with an originai policy ar poIicies of the insurance foz• each raiIzoad company named, as required above. ALl such insurance must be approved by the City and each affected Razlroad Company prior to the Contractor's b�ginning work. The insurance speeified above must be carried until all Work to be perfartned on the railroad right-of-way has been co�npleted and the grade crassing, if any, is no longer used by the Cantractor. In addition, insurance must be camed during all maintenance andlor repair wark perfoz�med in the railroad xight-of way. Such inswrarace must nazne the rail�oad company as the insured, together witli any �enant nr lessee of the railrnad company operating over tracks involved in the Project. SC-6.04., "Project Sehedule" Project sch�dula s}�all be tier 3 for the pro,�e.ct. SC-6.07., "Wage Rates" The following is the prevailing wage rate table(s} applicable to this project and is provided in the A ppendixes: GC 6.07— Wage Rates CFW Hvrfzontal' Wage Rate Table A copy af the table is also available 6y accessing the City's website at: htttas:lla�ps.fortvvorthtexas.�flvlProiectResourcesl You can access the %le by following the dixeckozy patla: �2-Construction DocumentslSpeci�cationslDiv00 — General Canciitians SC-6.09., "Permits and Utilities" CITY pF FORT WORTFI DRAINAGB IMPROVEMEN'['S FO$ LBBOW CIIANNEL AT 28TH 5T. STANDARD CON5TRi7CTI0i� SPECIFICATION DQC[1MENT5 CITY PR47ECT TIO. ] 03Q52 REVTSED MARCH 9, 202� 00 73 00 SUPPLEMENITARY CONDITIONS Page 5 oF5 SG6.U9A., "Cantractor a}�tained permits and licenses" The following ara isnown perrnits and/or licenses required by the Cont�•aet to be acquired by the Cant�actor: 1. T7cDOT coordination during work within T�OT RDW SC-b.09B. "City al�tained permits and licenses" The follnwing ate knawn peimits and/or lieenses required by the Contract to he acquired by the City: 1. Section 404 Clean Water,4ci, .F'ermitNo. SWF-20ID-00470 SC-b.09C. "OvtsEanding perireits and licenses" The follo�+ing is a list of known outstanding pennits and/or licenses to t�e acquired, if any as of Marclz 4, 2022 Outstanding Perrmits andlor Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCAT�ON TARGET DAT� OF P055ESSION TXDOT — Loca1 District Temporary Access — Under I�� 28�" 5treet Bridge Prior fo Construction SC-7A2., "Coordinataan" The individuals or entiries listed below have contracts with the City for the performance of other work at the Site: TXDOT irrspectors SC-8.01, "Communications to ConFractar" None. SC-9A1., °LCity's Praject Man�ger" The City's Project Manager for this Cnntract is Michaed WelTbaurn, P.E. CFM or his/her successor pursuant ta written Qoti�eation from ihe Director af Tra�asportation and Public Wo��ks. SC-13.03C., "Tests and Inspecfions" I, Mitigation Specialist Construction Monitoring 2, Aa�chealogist Construction Monitoring SC-i6.41C1, "Methods and Procedures" 1Vone. END OF SECTION Revisian Lag DATE NAME SUIUiMARY O� CHANGE 1l2212016 F. Griffir� 5C-9.01., "City's Project Representati�e" word'mg changed to City's Praject Manager. 319l202� D.V, Magana SC-8,07, [Jpdated the �ink such that files can be accessed �ia the City's website. CITY OF FORT WORTH [3itAIidAG� TMPR�VEMENTS FDR L�BOW CHAF+SNEL AT 28'�" ST. 5TAN17ARL7 CONSTIt(JCTIOPf SPEC7FICATION DOCi1MENCS CITY PROJEC'i NO. [D3052 REVISEb MARCH 9, 2020 oiitoo-t Si.Ttv1MARY 4F WORK Page I of 3 SECTION 01 lI 00 SC.]�MMARY OF WORK PART1- GENERAL 11 SUMMARY A. Section Includes: 1. Summary of Wark to be perfoz�ed in aecordance wiih the Contract Dacuments B. Deviations f`rom this City af �art W�rth Standard Specification I. None. C. Related Specification Sections include, but are not necessarily limited io: 1. Division 0- Bidding Requirements, Cantract Foz�ms, and Conditions of the Contract 2. Di�ision 1- General Requiretnenis 1.2 PR�CE AND PAYMENT �R4CEDUI2ES A. Measurement and Payrnent 1. Work associated with this Item is considered subsidiary to the �ariaus items bid. No separate payment will be allowed for this Itetz�.. 1.3 REFERENCES [NOT USED] 1..4 ADMINISTRATIVE REQUIREMENTS A. Work Covered by Contract Docunnents 1. Work is to includ�; fuxnishing all Iabor, materials, and equipment, and perforn�ing all Work necessary for this cdnstruction proj eci as detailed in the Drawings and Specifications. B. Subsidiary Wark �. Any and all Work s�eci�'ically govemed by docurnentary requireme�ts for the proj ect, such as conditions imposed by the Drawings or Coritract Docuznents in whieh na specific item far bid has been pravided for in tiha S'raposal azxd the item is not a typical unit bid ztem incIuded on the standard bid item list, then the iterir� shall be considered as a se�bsidiary item of Work, the cost of which sb.all k�e included in. the price bid in the Proposal for various bid iterns. C. Use of Premises 1. Cooxdinate uses of premises under direction of the City. 2, Assume fu11 responsibility for protection and safekeeping of materials and equipmeni stored on the Site. Use and oecupy only portions of the public streets and alleys, or other public places or other rights-of way as provided for in the ordinances of the City, as shown in the Contract Docurnents, or as tzzay be speciizcally authorized in writing by the City. a. A reasonable azzzaunt af tooIs, materials, and equiprnent for construction pLt:rposes inay be stored in such space, but no more than is necessary ta avoid delay in the construcrion operations. CITY OF FORT WORTH DRAINAG� IMPRpVE�+1E1�TS PpR LEBOW CIiAtVNEL AT 28TH 5T. 5TANDARD CON$TRUCTIO�I SPECIFICATId1V DOCUMENTS CITY PRQ.lECT NQ. I Q3052 Revised DecemUer 20, 2d12 al 1� oo-a su��Y aF wa� Page 2 of 3 b. Excavated and waste materials sha1l he stored in such a way as not to interfere with the use of spaces that znay be designated to be 1eft free and unobstructed and so as �ot �� inconvenience Qccupants of adjacent property. c. If the street is occugied by ra.ilroad traeks, the Work shall be carried on in such manner as no.t to inter�'ere with the operation of the railroad. 1) All Warlc shall be iri accordance with railroad requirements set forth in Divisinn 0 as wel! as the railroad permit. D. Wnrlc within Easements ].. Do z�ot enter upon private property for any purpose without having previously obtai n�d permission fro�n the owner of such property. 2, Do nat store equipment or material on private property unless and until the speciiied approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherv�+isa, clear all rights-of way or easements of obstructions which must be removed to maKe possible proper prosecution of the Work as a part of the project construciion operations. 4. Preserve and use every precaution to prevent damage to, all trees, sIu ubb�ry, plants, lawns, fexices, cul�etts, curbing, and alI other types flf stxuctures or improvements, to all watar, sewer, and gas lines, to alI conduits, averhead pole lines, or appurtenances thereof, including ihe construction of temporary fences and to all other pubiic or private property adjacent to th� Work. 5. Notify the proper representatives of the awners or occupants of the public or private lands of interest in lands which rnight be affected by the Work. a. Such notiee shall be made at least 48 hours in advance of the beginn.ing af the Work. b. Notices shall be applicable to both publie and private t�tility companies and any corporation, cQzxzpany, individual, or other, either as ouvners or occupa�.ts, whose laxi.d or interest in land might Ue affected by the Work. c. Be respo:�sible for al1 damage or injury to property of any character resulting fror� any act, omission, negle.ct, or misconduct in tl�e rz�.at�n.er or method or execution of the Worlc, or at any time due to defective work, material, or equipr�ent. �'ence a. Restore all fences encount�red a�t�d removed during construction af the Project to the original ar a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, andlor at aII times to prflvide site security. c. The cost for all fence work within easements, including removal, t�mporary closures and replacement, shall be s�bsidiary to the variaus items bid in the project proposal., unless a bid item is specifically provided in ihe groposal. CTi'Y OF FOItT WORTI3 DRAINAGE I1IAPROVEMENT5 POR LEBOVJ CIlA1VNEL AT 28TFi ST. STANDARD CQTISTRUCTTQPI SPECIFICATION DOCU�vI�1V'I'S CIT`YPRd7�CT1�0. 103052 Revised Daccmber 2fl, 2012 o� iioa-3 SUtviMARY OF WORK Page 3 of 3 1..5 SUBMITTALS [NOT USED} 1.6 ACTION �SiTBMITTALSIINFORMATZONA.L SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.$ MAINTENANCE MATERIAL SUBII�TTALS IN4T USED] 1.9 QUALITY ASSiIRANCE [NOT USED] 1,�0 DELIVERY, STORAGE, AND HANDLTNG [NOT USED] 1.11 I`IELD [SITE] CONDITION5 [NOT CT�ED] 1.12 WARRANTl' [NOT USED] PART 2 � PRODUCTS [NOT USED] PART 3 � EXECUTION [NOT iJSED] �si7��i��i��l Revision Log DA'['E NANIE SUMMARY OF CHANGE CITY OF PORT WORTH DRAINAGE IMPROVEMEN�� FOR t�BOW CHANNEL AT 2STf{ ST. STANDARD CONS'�`ItUCTION SPECIFICATiON DOCUMENTs CTTY PR07ECT NO. 103052 Revised December Z0, 20i2 oizsaa-i SCBSTTTLFTTON FIZOCEAURES Page 1 of 4 SECTxON 0125 QO SLIBSTITLTTION PROCEDi]RES PART 1- GENERAI, 1.1 SUMMARY A. Section Includes: 1. Th.e procedure far requesting the approval of substitu�ion of a product that is not equivalent to a product vvhich is specified by descriptive or performance criteria or defined by reference ta 1 or more of the followirtg: a, Name of manufacturer 1�. Name of vendor c. Trade name d. �Catalog number 2. Substitufiions are not "or-ec�uals". B. Deviations from this City of Fart Warth Standard Specifcation L. None. C. Relatec{ Speci�cation Sections include, but are not necessarily limited to: 1. Division D— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Div�ision 1— General Requirements 1.2 PRICE AND �AYMENT PROCEDURES A. Measurement and Payment 1, Work associated with this Item is considered sttbszdiary to tl�e various items bid. No separate payment will be allowed �or this Item. 1.3 REFERENCES [NOT T1SED] 1.4 A.DMINXSTRATIVE REQUIREMENTS A. Request for Substitution - Get�eral l. Within 34 days after award of Contract (unless nated otherwise}, the City will consider formal requests from Contractar for substituiion af products in place of those speciiied. 2. Certain types of equipznent and kinds of materiat are deseribed in Specificatia:ns by means of refetences ta names ai manufacturers and vendors, trade names, ar catalog nurnbers. a. When this z�aethod of specifying is used, it is not intended to exclude froz� conside��ation otl�er products bearing other manufacturer's ox �endor's names, trade names, or catalag numbers, provided said products ace "ox-ec�uals," as determined by City. 3. Ot�er types of equipment and kinds of z�aaterial nnay be accepta.ble substitutions under the fallowing conditions: a. Or-equals are unavailable due to strike, discontinued praduction ofproducts meeting specif'ied requi.rernents, or other factors beyond conirol of Contrac.tor; or, CITY OF FORT WQRTH IIRATriIAGE IMPROVEMENTS FOR LEBOW CHANNEL AT 2STH ST. 5TANDAR]] CDNSTRUCTlON 3PECIFICATTON DOCUMEN7'5 CITY PR07ECT NO. I G3052 Revised 7uly l, 2�11 O12500-2 SUSSTITUTION PROCED[IRES Page 2 of 4 b. Contractor pr�poses a cost and/or time reduction incentive to tb.e City. 1.5 SUBMiTTALS A. See Request for Substitutian Form (attached) B. Procedure far Requesting 5ubstitution 1. Substitution shall be considered only: a. After award af Contz�act b. Under the conditions stated herein 2. Submit 3 copies of each writtert r�:quest for substitution, including: a. Documentation 1) Complete data subs.tantiating compliance of proposed substitution with Carztract Dacutr�ents 2} Data relating t� changes in construction schedule, w3�en a reduction is proposed 3) Data. relat�ng to changes in cost b. For products 1) Product identification a) Manufacturer's name b} Telaphone number and representativa contact name c) Specification Section ox Drawing refez'ence of arigiraally specified product, including discrete name car tag number assigned to original pz'oduct in the Contract Documents 2) Mat�uiacturer's literature clear�y marked to show compliance of proposed product with Cantract Documents 3) Itemized comparison of original and proposed product addz'essir�g product eharacteristies ineluding, but not necessarily lirnited to: a) Size b} Composition or materials of construction c) Weight d) E�eetrical or mechanical. require;ments 4) Product expe�e�ce a) Location af past projects utilizing product b) Nazne a3nd telep�one number of persons associated with referenced projects knawledgeable concerning proposed product c) Available field data attd reports associated with proposed product 5) Sat�nples a) Provide at request of City. b} Samples become the property of the City. c. For construction methods: 1} Detailed description of proposed metl�od 2} Illusiration drawings C. Approval or Rejection 1. Written approval or rejeetion of subskitution given by th.e Czty 2. City reserves the right ta require proposed procEuct to cc�inply with eolor and pattern of specif�ted product if necessary to secure design intent. 3. In the event the substitution is approved, the resulting cost and/ar time reduction will be dacunaented by Change Order in accordance with the General Canditions. CITY O�' FORT WORTf{ DRAINAGEIMFIZOVEMENT'S FOALEBOW CfiANNE,L AT 28TH ST. 5TANDARD CONSTRUCTION 5FECIFICATTON DOCUM�NTS CTTY PRQ.TECE N0. 103652 Revisedduly 1, 2011 012500-3 S[1B3T1TUTIDN PROCEDURES Page 3 nf 4 4. No additional contract time will be given for substitution. Substitution will be rejected if a. Subtnittal is not through the Cantractor �uith his stamp of approval b. Requ�st is not made in accardance with this Specification Section c. It� the City's opinion, aeceptance will require substantial revision of the original design d. In the City's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTXON SUBMITTALSIINFORMATI4NAL SUBMITTALS [NOT USED] l.q CLOSEOCTT SUSMxTTALS [NOT USED] 1�.8 1VIAINTENANCE MATERIAL SUSMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an appro�ed praduct, the Contractor represents that the Contractar: 1. Has investigated proposed product, ar�.d has detez'�ined t�at it is adequate ar superior in aIl respects to that specified, and that it �r,rill perform function fbr which it is intended 2. Will provide same guarantee far substitute ite�n as for product specified 3. Will coordinate installation of accepted substitution inio 1rUork, to include building modi�cations if necessary, making such changes as may be required for Work to be complete in aII respects 4. Waives all claims for additional costs related to subs�itution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLiNG [NOT USED] 1.11 FTELD [SITE] CONDITIONS [NOT USED] 1.1.2 WARRANTY [NOT USED] �'ART 2 - PRODUC.TS [NOT U�ED] PART 3 - EXECUTIQN [NOT USED] END OF SECTION Revision Log DATE NAME Si7MMARY O�' CHANG� CI'I'Y OF FORT WORi'H DRAINAGL•. IMPItOV�.h�[ENT$ FOR LEHOW CHANNEL Ai' 28TH ST. 5TANDAR� CONSTRCJCTION SPECI�ICATION DOCUMENTS CITY PRQJECT NO. 143052 Revised 7uly 1, 2"Dl I oi2san-a SUSSTITUTION PRflCEDURE5 Page 4 af �} EXHIBIT A REQIIEST FOR SUBSTITUTION FORM: PROJECT: DATE: We hereby subt�t foe yaur cansideration the following product ins�ead of the specified item for the abo�re project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Sut�stitution: Reason for Subs�itution: include corriplete inforrnatian on changes to Drawings and/ar Specifications which proposed substitution wi11 require for its proper instaliation. FiII in Blanks Below: A. Will the undersigned contractor pay for changes to the buiIding desigx�, inciuding engineering and detailing costs caus�d by the requested substitutian? B. What efFect does substitution have on othex• iradas? C. Differences between propased substitution and speci�ed item? D. Differences in product cost or product delivery time? E. Manufaeturer's guarantees of the proposed and specified items are: Equal Better {explain on attachment) The undersigned states that �he fut�ction, appearance and quality are equivalent or sup.erior to the speci�ed item. 5ubmitted By; For Use by City Sigriature as noted Fum Address Date Telephone For Use by City: Appro�ed City _ R�commended � Recommended Not recomiz�.ene�ed Receirred late By Date Rem.arks Date Rej ected CCl"'Y OF FORT WOliTH DRAINAGE IMPROVF:MENT5 FQRLES(3W CHANAICL AT 2$TH ST. STAIVDARD CONSTRUC'1'ION SPECfFICATION DOCUMENTS CITY PR�7ECT Np. 103052 Revised 7u1y f, 2Ql l Oi3119-L �RECON5TRi3CTION IVfEETING Page 1 of 3 SECTION Q1 31 19 PRECONSTRUCTION MEETING PART1- GENERAL 11 SUMMARY A. Section Includes: 1. Pravisions for the preconstruction meeting to be held prior to tl�e start of Work to clarify construction contract administratian procedures B. Deviations from this City of Fort Wot th Standaxd Specificatian 1. None. C. Related �pecification Sections include, but are not necessarzly Iimited to: I. Division 0— Bidding Requirer►�rents, Contract Forms and Conditions of the Contract 2. Di�ision 1— General Raquirements 1.2 PRICE AND PAYMENT PROCEDURES A. Me.asurenc3en:t and 1'ay�ment 1. Work associated with this Item is considered subsidiary to the various iterr�s bid. No separate payment will be allowed for this Item. 1.3 REFER�NCES [NOT 7C1SED] 1.4 ADMINXSTRATIVE REQUIREMENTS A. Coordination 1. Attend preconstruciion meeting. 2. Representatives of Contracior, su'�contractors and suppliers attending meetings shall be qualified and autharized tn act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a, �f recorded, tapes will be used to prepare minutes and retained by City for fizture reference. B. Preconstruction Meeting 1. A preconstruction naeeting will be held within 14 days ai�er the execution of the A�reement and before Work is started. a. The tneeti.ng vvill be scheduled and adrninistered by the City. 2. 'I"h� Praject Representative wi11 pxeside at the meeting, prepare th� notes of fhe meeti�g and distribute copies af same to all participa�ts who so request by fully completing the attendance farm to be circulated at the beginnin� of th� mEetzn.g. 3. Attendance shaTl include: a, Project Rep�esentative b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to inv.ite or the City may request C1TY p�' FORT WdRTH DRAINAGE LC�IPLiOVEMENT5 F�R LEBOW C�iANNEL AT 28TH ST, STANI]ARB CONSTRUCTIDN SP�,C[FICATION DOCUMENTS CITY PRQdECT 1V0. 103052 Revised August 17, 2012 Ol 3l 19 - 2 PR�CONSTRUCTIDN MF.ETING Page 2 of 3 e. Othex City representatives f. Others as appropriaie 4. Construction Schedule a. Pre�are baseline construction schedule in accordance with Section O1 32 16 and provide at 1'reconstz�uction Meeting. b. City wi11 r►otify Contractor of any schedule changes upon Natice of Preconstzuction Meeting. 5. Preliminazy Agenda may include: a. Introduction of Project Personnel b. Genez'al Description of Prolect c. Sf�a#us of right-of-way, utility clearances, easements or other pertinent permits d, Contractor's work plan ar�d sehedule e. Contract Time f. Notiee io Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Ordex Procedures j. Field Orders k. Disposal Siie Letter for Waste Material 1. Tnsurance Renewais zz�. Payzoll Certification n.. Material Certifications and Quality Controll'esting o. Public Sa%ty and Convenience p. Documentation of Pre-Construeiion Conditions q. Weekend Wark Natif cation r. Legal Ho�idays s. Tt'ench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's represent�tive for operations of existing wat�r systems v. Storm Water Poilution Prevention Plan w. Coordination with other Cantractors x. Early Warnin.g System y. Contractoz' E�aluation z. Special Cor�ditiaus ap�licable to the project aa. Datnages Claims bb, 5uhznittal Pracedures cc. Subst�tution Procedures cid. Correspondence Rauting ee. Record Drawinga ff. Temporary canstruction facilities gg. M/WBE ar MBE/SBE procedures hh. Final Acceptance ii. Final Payment �j. Questions or Comments GITY OF FORT WDRTId DFtAINAGE IMPROVF:MENT$ FpR LEBOW CHANNEL AT 28TH ST. STA7�]A,RQ CONSTR[JCTION 5PECFF'TCA'T10R D�CUMENTS CITY PIt01ECT NO. IQ3a52 Revised August 17, 2� l2 013119-3 PRCCdI�5TRUCTION MEETING Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.G ACTIQN SUBMITTALSIINFORMATIONA.L SLTBNIITTALS [NOT USED] i.� CLOSEOCJT SUSMITTALS [NOT USED] 1.8 MAINTENANCE MATERZAL SUBMITTALS [NOT USED] 1.9 QUALTTY' ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 111 I'IELD [SIT�] CONDXTXONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODIICTS [NOT USED] PART 3 - �XECUTION [NOT USEDj END OF �ECTION Revisian Log DATE NAME SUMMARY OF GHANGE CITY OF FOIiT WOIiTH DI2AINAGE 1MPROVEMENTS FOR LEBOW CII�iAiNEL AT 28TH ST. STANDARD CONSTRUCTIdN SPECIFICATIOi�i DpCl1MENT5 CITY P1td.TECT NO. 103052 Re�ised August 17, 2012 oisizo-i PR07ECT MEE'I`II�lGS Page 1 of 3 SECTZON 013X �A PROJECT MEETTNGS PART1- �ENERAL L1 SUMMARY A. Sectian Includes: 1. Provisions for pro�ect meetings ihroughoui the construction period to enable orderly review of the pxogress af the Work and to pro�ide for systematic discussion of potential problems B. Deviations this City of Fort Worth Standard Specificatian 1. None, C. Related Specification 5eeiions include, but are �ot necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Canditions of the Coniract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and 1'ayment Work associated wiih tlzis Item is cansidered subsidiary to the various items bid. No separate payrnent will be allowed far this Item. 1.3 REFERENCES [NOT USEDj �.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Schedule, attend and administer as specified, periodic pragress meetzngs, and specially called meetirigs throughout progress of the Watk. 2. Representatives of Contractor, subcoritractors and suppliers attezzdzng meetings shall be qualified and authorized to act on behal£ of the entity each represents. 3_ Meeiings administe�-ed by City may b� tape recoxded. a. If recorded, tapes will be usad to prepare minutes a.nd retained by City for future reference. 4. Meetings, in addition to those specified in this Section, may be held when requested by the City, Engineer or Contractor. B. Pre-Construetian Neighborhood Meeting l. After the e�ecution af the Agreement, h�t �efore construction is allawec� to begin, attend 1 Public Meeting wiY11 affect�;d residents to: a. Prese�.t projected schedule, inciuding. construction start date b. A.xiswer any construction xelated questions 2. Mee�ing Lacation a. Loeation of ineeting to be determined by the City. 3. Attendees CITY OF FQRT WQRTH DRAIIVAGE IIv1PROVEMEI�ITS FbR LEBOW CHAAINEL AT' 28TH ST. S'TAIVI7AAD CONSTRUCTIOAI 3PECIFICATIpN DOCUMENTS CITY PR07ECT NO. 1 Q3a52 Revised ,Tu1y I, �011 Ol 31 20 - 2 PROSECT MEETINGS Page 2 of 3 a. Contractor b. Project Repreaentative c. Other Ciry representatives 4. Meeting Schedule a. In general, �he neighborhood meeting wiIl occur within. the 2 weeks fallowing the pre-construction con.ferenc�. b. Tn no case will construction be al]o�red to hegin untzl this meeting is held. C. Progress Meetings 4. 5. 1. Foirmal project coordination meetings wiIl be held periodicaIIy. Meetings will be seheduled and administered by Project Representative. 2. Additzonai progres� meetings to discuss specific topies wi1I be conducted on an as- needed basis. Such additional meetings sha1l include, but not be limited to: a, Caordinating shutdawns b. Installation of piping and equipment c. Coordination between ather construe�ion projects d. Resolution of construction issues e. Equipment approval 3. The Project Representative will preside at progress znaetings, prapa�re the notes oi the meeting and distribute copies of the sazne to all participants who so xequest by fully cornpleting th� attendance %�tn to be circulated at tha beginning af each meeting. Attcndance shal� iuclude: a. Contractpr's project manager b. Contractor's superintendent c. Any subcantractor or supplier representatives whom ihe Cantractor may desire to inviie or the City may request d. Engineer's representatives e. City's representatives f. Others, as requested by the ProJect Represe�ntativa Prefiminary Agenda may include: a. Revi�w of Wozk pr�gz'ess sxz�ce prre�ious meetir�g b. Field obseroations, proble�zas, conflicts c. Items which impede canstruction sc�edule d. Review of off-site fabrication, delivery schedules e. Reviet� of canstructio� interfacing and sequencing requirements with other co�structian cantracts £. Corrective measures and procedures to regain projected scheduie g. Revisions to constnxction schedule h, Progress, schedule, during succeeding Work period i. Coordination of schedules j. Revzew submittal schedules k. Maintenance of quality standards l. Pending changes and substitutions m. Review prop�sed changes for: 1) Effect on construction schedule aud an coin.pletion date 2) Effect on ather contracts of the Pxoject n. Revie�v Record Docume�nts o. Review mnnthly pay raquest C11`1' 4F FORT WORTH DRAINAGE ]MPROVEMENTS FOR LEHOW CHANNEL AT 28TH 5T. STANDARD CONSTRUCTFON SPECIFICATION IIOCUMENTS CITY PRDJECT AiD. 103052 Aevised 7ufy I, 2D1 l aisizo-3 PRi�1ECT MEETITIGS Page 3. of 3 p. Re�iew stat�s af Reqnests far Information 6. Meeting Scheduie a. Progress meetings wi11 be held periodically as determined by khe Project Representative. 1) Additior�al meetings may be held at the request of the; a) City b) Engineer c) Contractor 7. Meeting Location a. The City wi11 establish a r►ae�ting Iacation. 1) To the exteat practicable, meetings will be heid at the Site. 1..5 SUSMITTALS jNOT USED� l..G ACTION SUBMITTALSIINFOI�MATIONAL SUBM�'Z'TALS IN4T USED] I.7 CLQSEQiTT SUBMITTALS [NOT USEDj 1.8 MAINTENANCE MATERIAL S[IBM�TTALS [NOT USED] 1.9 QUAL�TY ASSURANCE [NOT U�ED] 110 DELIVERY, STOR�iGE, AND HANDLXNG [NOT LTSED] 1.I1 FSELD jSITEJ CONDIT�ONS [NOT U�EDJ 112 WARRANTY [NOT USED] PART 2 - PRODIICTS [NOT [1SED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMM�RY OF CHANGE CF'C'Y OF FORT WORTH •DRAINAGE IMPROVEMENTS FOR LEBOW CHANNEL AT 28T�# ST. STANDARD CnNSTKUC'C10N SPEC�ICATION DbCUMB3YTS CTl'Y P1tOlECT NO. 1d3U52 Revised July 1, 24I 1 Oj 3216-1 CONSTRYTCTION PLtOGR�S9 SCHEDULE Fa�e 3 of 10 2 3 PART1� GFNERAL 4 1.1 Si7MMARY SECTION O1 32 1G C4NSTRUCTION $CHEDUI.,E 5 A. Section includes: 6 1. General requirerr�ents for the preparation, submittal, updating, staius reporting and 7 management of ti�e Construction Pragress Schedule 8 2. Specif'�c requireznents axe presented in the City of Fort Worth Schedule Guidance 9 Dacu�ent 10 B. Deviations from t.�is City of Fort Warth Standard Specification 11 1. None. 12 C. Relatec� Speci.f'�cation Sectzons inc�ude, but a.re notnecessarily lirnited to: I3 1. Divisian 0— Sidd'mg Requirernents, Cantract For�s a.�d Conditions of the Canh act 14 2, Division 1— General Requirements 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 ao D. Purpose The Ciry of Fort Wor� (City) is committ�d to delivez'ing qua�ty, cost-effective infrastructure to its cit�zens m a timely manner. Akey tonl to achieve this puzpose is a properly structured schedule with a�curate updates. This supports effective manitorivag af prpgress and �s input to critica! dec�sion making by the project manager throughout th� G% of the prajec t. Data from the updated project schedule is utiIized in status report�ng to various levels of the City organization and the citizenry. This Document compleznents the City's �tandardAgreement to guide the canstruetion contractor (Con�actor) iu preparing aind su�:tx�.zttit�.g acceptable schedules for use by the City in projeet delivery. The expectation Ts the performance of the wark fallaws the aceepted schedule and adhere to the contractual timeline. The Contractor will desz�ate a qualifiad representative (Project ScheduIer) responslble for develaping and upda�ing the schedule andpreparing status xepox•tit�g as :required by the Czty. 3I L2 PRICE AND PAY1��1T �'ROCEDUR�'S 32 A Measurement and Payrnent 33 1, Work associated with thi� Item is considered subsidiary to the va:rious it�ms bid. 34 No s eparate payment w ili be aliowed for this Item. 35 2. Non-campIiance wiYh this specifieation is grounds for City to withhald payment of 3b the Co�#ractor's invoices until Contraetor achieves said campliance, 37 1.3 REF��NCES 38 A. Project �chedules CITY OF FORT WOIiTH DR.A.CNAGE IItiIP[tpVEMENTS FQR LEBOW CHANNEL AT 28TH ST. S'i ANDAItD CONSTAUGTIO%1 SPECIFICA'P10N DOCUMENTS C1TY PROdECT TiO. 103Q52 Rcviseci August 13, 2(l2! o� �a t6 -2 CONSTRUCTIOI� PROGRESS SCIIEDULE Page 2 of ifl 4 5 6 7 8 9 Ia 11 12 I3 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Each prnject is represented by City's master prnject schedule that encampasses the e�tir� scope of activities env�sioned by �he Ciry to properly deliver the work. When the City con�rac ts with a Contractor to perform canstruction of the Work, the Contractor will deve�op and mainiajn a schedule for their scope of work in alignment with the City's standard schedule requirements as defined herein. The dafia and information af each such schedule wi11 be leveraged and become integral in the master project schedule as deemed appropariate by t�e City's Project Con�rai Specialist acad approved by klae City's Project Manager. 1. Master Project Schedule The master project schedule is a holistic representatian of the scheduled activities and milestones for the totalproject and be Critical Path Method (CP1V� based. The City's Project Manager is accountable fox o�ersight of the developmant and maintaining a master praject schedule fflr each project. Wlaen the City cantracts fax the design and/ar construction of the projeet, the master project schedule ivill incorporate elemen�s ofthe Design and Construction schedules as deemed appropriate hy the City's Project Contr�l Specialist. The assigned City Project Cantro:i Specialist cr�ates andmaintains the master project scheduFe in P6 {City's scheduling software). 2. Construction Schedule The Contractor is responsible for developing and maintainiug a schedule for t�e scope of the Contractar's contractualrequiremenis, The Contractor willissue an initial schedule %r review and acceptance by the City's Pro�ect Contral Specialist and the City's Project Manager as a baseline schedule �or Cantractor's scope of work. ContxaetorvviJlissue current, accuxate updates of their schedule (Progress �cheduIe} ta the City at the end of each monih throughout the lif� of t�ic�r work. B. Schedule Tiei-s The City has a portfolio ofprojects t3�at vary widely in size, complexity and content requiring different s cheduling to effectively deliver each project. The City us es a "tiered" approach to align the proper schedule with the c�•iteria for each project. The City's Praject Manager determines the appropriate schedule tier for each �aroject, and includes that designation and the associated requzrements in tkze Contractor's scope af work. The following is a sumnnary of the "tiers". 1. Tier 1: Small Size and Short lluration Proj�ct (design not required) The City develops and maintains a Master Praject Schedu�e for the project. No schedule subrr�ittal �s required from Contractor. City's Project Control Specialist acquires any necessary scl�edule status data ar infarmation through discussians with the respective party on an as-needed bas i�. Tier 2: Saaaall Size and Shoz�t to Medium. Duration Project The City develops and maintains a Master Project Schedule for the projeci. The Contractor identifies "start" and "fin�sh" milestone dates on key elements of their work as agreed with the City's Project Manager at the kickoff of their wark effort. The Confixactor issues to the City, upda�es to the "start" and "finish" dates foj• such milestanes at tk�e end of each month tl�xoughout the life of their work on the project. 3, Tier 3: Medium and Large Size andlor Cotnplex Projects Regardless of Duration C1TY OF FQRT WORTII DRAINAGE IMPROV6�TENTS FpR LEBQW CIiANNEL AT 28TH ST. STANDARD CONSTRUCI TON SPECIF'ICATION bOCUMENTS CiTY PROlECT NO. 103052 itevised August 13, 2021 Ol 32 l6 - 3 CONSTRUCTIONPROGRESS5CHEDULE Page3of10 The City develops and maintains a Master Pz�aject Schedule for the project. 'T'he Contractor de�eIaps a Baseline Schedule and maintains the schedule of t�eir respective scope of wark on Y.Y�e project at a level of detaii (generally Le�e13) and in alzgnxnent v�ith tlze WB.S structure in Section 1.4.Has agxeedby theProject Manager. The Con�ractor issues to the Ciry, updates of their respecti�e schedule {Progress Schedule) at the end of each month throughout the �ife of their work on the project. S C. $chedule Types 9 Project delivery for the Ciry utilizes two types af schedules as noted beIow. The City l0 develops and mainta�ns a Master Project Schedule as a"baseline" sched�l� azzd issue i 1 tnonthly updates to the City Project Manager {end of each nr�onth) as a"peogress" 12 schedule. The Contractar prepares and submits each schedul� type ta ful�"ill their 13 contractual requirements. 14 1 S L. Bas elirie S.c hedule 16 The Cantractor develops and submits to the City, an initial schedule for thenr scope 17 of work in akgnrnent with this specification. Once re�viewed and accepted by ihe 18 City, it becomes the "Baseline" schedule az�d is the basis against which all progress I9 is measured. The baseline schedule �rvill be updated �vhen there is a change or 20 addition to the scope of war� impact:'tng the duratian of the work, and only after 21 receipt of ac duly authorized change order issued by the City. In the event progress i� 22 si�icantly behind schedule, the City's Pra,�ect 1VTanager may autharize an update 23 ta khe baselizie schedule to facilitate a more practical evaluation of progress_ An 24 example of a Baseline Schedule is provided in Specifieation a 1 32 16.1 25 Con�truction Prolect Schedule Baseline Example. 25 27 2, Progress Schedule 28 The Contractor updates their schedule at the end of each manth ta re�xesent the 29 progress achieved in the work which mcludes any impac� from autl�axized ehaz�ges 30 in the work. The updated schedule must accurately x'eflect the current status of the 31 work at �at poir�t in time and is re�ezred to as the ` Progress Schedule". The City's 32 Project Majzager at�d Praject Control Specialist reviews ar�d accepts each progress 33 schedule. In the event a prog�ess schedule �s deemed not acceptab�e, the 34 unacceptable issues are idcntified by the City wit�in 5 warking days and the 35 Contractor must provide an accepta.ble progress schedule withi�a S wark�g days 36 after reeeipt of non-acceptance noiification. An example n� a Pro�ress Sch.edule �s 3'] provided in Specification O1 3216.2 Construction Project Schedule Progress 38 Example. 39 D. City Standard Sc�edule requirements 40 The following is an over�iew of the methodology for developing and zx�aintaivaing a 41 schedule far delivery af a project. CITY OF FORT WORTH DRA[tYAGE diPROVEMEIJTS FOR LESipW CHANN�L AT 28TH ST. 5T ANDARD CON377tUCTION SPECIFIGATION DOCUIVLENTS C1TY PR07ECT IVO. I Q3052 Revised August 13, 2021 0132[b-4 CONSTRUCT10I+iFROGRES55CHEDULE Page 4 of l0 1 2 3 4 5 6 7 8 9 TO 11 12 13 1� 15 16 l7 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 4D 41 42 43 44 45 46 �l7 48 l. Schedule Framework - The schedule vvill be based on the defined scope af work aud follow t�e (Critical �ath Methodology) CPM method. 'T`he Contractor's sehedule will align witla the requirements of this specification and will be cost loc�.ded to reflect tkaezr pla�z for execution. Campliance with cost [aading can be pro�vided with twaditianal eost ioading af line items OR a pro,�ected cost per month far the project when the initia� schedu�e is suhmitted, updated an a quaeterly hasis is significant c3►ange is a�ticipated. QveraIl schedule duratio� will aIign with the contractual requirements �or the respective scope of work and be reflected in City's Mas�er Projeet Schac�ule, 7'he Project Number and Name of the Project is required oza each schedule and must match the City's proj�ct data. E. Schedule Fi�e Name All schedules submitted to t1�e City for a proj�ct w ill have a iile name that begins with the City's praject num ber foliowed by the nam e of the projeet fallowed hy baseiine (if a baseline schedule) ox theyear and month (if apragress schedule}, as shnwnbelow. � Sasel'nte Schedul� File Na�ne Forffiat: CityProjectNumber_ProjectNa�ne BaseIine Ea�atnple: 101376 North Montgomery Street �IN1AC Baseline o Frogress Sckedule File Name Farmat: City Project Number_1'roject Na.me YYYY MM Example: 101376 North M�ntgomery Sireet HMAC 241$ 01 • Pra3cct Schedule Progress Narrative File Name Farmat: City Projeet Number Projeet Name PN YYYY-M1VI Example: 101376 North Montgamery Street I3MAC PN�2018_O1 F. Sehedule Templates The Contractar willutilize the relevant sections frorn the City's templates provided in the City's document management system as the basis for creatir►g their respec ti�ve project schedule. Specifically, the Conts�actor's schedule will align with the Iayout of t�e Construetion section. The templates are identi�fied by type of praject as uated below. � Arte�aats � Aviaiion o Neighborhood Streets a Sidewalks (later} • Quzet Zones (later) • Street Lighks (later} � IntersectionImprc�vements (later) o Parks • Starrn water � StreetMaintenanc� � Traffic � Water G. Schedule Calendaz� CITY OF FORT WORTH I)RAINAGE IMPItOV�MGiVTS FOR LEBOW CHANNEL AT 28TH ST. ST�i1VDAAI] CONSTRUGTION SPECIFICATION DOCUiu1EN'1'S CTTYPR07ECTN0. 103D52 Revised August 13, 2�21 Ol 321b - 5 CDNSTRUCTipN PRf7GR&SS SCI�DUI.E Page 5 oF lU i The City's standard calendar fbr schedule deveIopment purposes is based on a 5-day 2 workweek and accounts for the Czty's eigk�.t stanciard halidays (New Yeaxs, Martin 3 Luther King, Memorial, Indepe�dence, Labar, Tha�sgivir�g, day after Tha�l�sgiving, 4 Christmas}. The Ca�tractorrrviil establish a schedule calendar as parC of the schedule 5 developrnenf p.rocess and provide to the Pro�ect Control Speeialist as part of the basis 6 for �eir schedule. Varia�ions between the City's calendar and fihe Contractor's 7 calendar must be resolveci prior to the City's acceptance of their Baseline project 8 schedule. 1Q ll 12 I3 14 l5 15 17 1$ H. WBS & Milestone Standards for Schedule DeveEopment The scope flf work to be accornpiished by the Contractor i� represented 'ua the schedule ffi the form of a Wark Breakdown 5t�ucture (WBS), The �VBS is the basis for the development of the schedule activities and shall be imbedded atad depicted i.tz the schedule. The £oltawva.g is a suznmary of the standards to b� follawed 'm pr�ar�g and xnaintaining a schedule for project delivery. 19 1. Cantxactor is required to utilize the City's WBS structure and respective 2,0 project type template for "Constructian" as shownin �ection 1.�.Hbelow. 21 Additional activities may be added to Levels 1- 4 to acco�odate the needs 22 of the organization executing thc work. Specifically the Contractar vvrll add 23 aetivitiea under �VBS XX��.80.83 "Construction Execution" thaf 24 delineates the activities associated with tk�e va�rious co�xzpon.enfis of the �vork. 25 26 27 28 29 30 2. Contractor is arequired ta adhere t� the City's StandardM��stones as shawn in Sectzon 1.4.Ibelow. Contractorwillmclud�additional milestones xepresenting intermedia.te deliverahles as required to accurately reflecttheir scope ofwork. 31 I. ScheduleActivitzes 32 Activities az-e the discrete elements of wark that make up the schedule. They will be 33 organized under the umbrella of the WBS. Activity descriptions should adequately 3�} describe the activity, and in some cases the extent of the actz�ity, All activities are 3.5 logically tied with a predecessor and a successor, The only exception ta this rule i� for 3b "praject start" and "projeet finish" �ilestones. 37 38 39 40 41 A2 43 The acYivity duration is based on the physical am.ount of work tn be performed for the stated aetivity, vvith a maximum durati�n of 20 working days OR a continuays act�vity in one lotation. If the wcark for any one activity exee.eds 20 days, break that acti�riry dawn incrementally to achieve this duration constraint. Any exception to this requires review and aceeptance by the City's Project Control Specialist. 44 S. Change Orders 45 When a Change Order is issued by the City, the impact is incorporated into the 4B previously ac�epted baseline schedule as an update, to clearly shaw impact to �lae 47 projecttimeline, The Contractor submits this updated baseline seheduleto the City for CITY OF FORT WORTI�i DRAINAGE IMPit4VEMENTs FOR LEBOW CHANNEL AT 28TR 57. S'PAI�IDAR.D CpNSl'fZUCI ION SPECIFICATIQN �OCUMFNTS CiTY PROSECT NQ_ 103fl52 Reviscd August 13, 2024 01 3216-fi CONSTRiICT10AiFROGRESS SCHEDULE Page 6 of 10 t 2 3 4 5 6 7 8 9 10 ll 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2$ 29 30 �1 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 review and acceptance as described in Section 1.5 below, Updated bas�line schedules adhere to the following; 1. Time extensions associated with approved eontract modif"ications are limitedto the actual amaunt oftirne the project acti�ities are at�ticipated to be delayed, ut�less otherwise approv�d by the Program Maraager. 2. The re-baselined schedule is submitted by the Cont�actar within ten warkduys after tha date of receipt of the approved Change Order. 3. The changes in logic or durations approved by the Cary are used to analyae the impact of the change and �s included in the Change Qrder, The coding for a new activiiy(s) added to the schedule for the Change Order includes the Chan�e Order number in the Activity ID. Use as many aetivities as neededto accuraiely show the work o.f the Charzge Qrder. R�visions to the baselin:e schedule are not effective unti.i accepted by the City. K City's Work Breakdown Structure WBS Code WBS Name 7��XXXX Project Name XXXXXX.3Q De.sign XYXX��.30.10 Design Contractor Agreennent XX��XXX.30.20 ConceptualDesign (30%} XXXXXX.3030 Preliminary Design (60°/a) X�.30.40 Final Design XX�.30.50 Environmental XXXXXX30.b0 Perrnits X�XXXX,30.60.1D Fermits - Identiiication XXXX�'X.30.60.20 Permi#s - Review/Approve ��X:XXX.�tO ROW & Easements XXXX��.40.10 ROW Negotiations XXXX��.40.ZQ Condernnation �:XXXXX.70 Utility Relocation XX��XXX.70.10 Utility Relocation Ca-ordination �;XXXXX.$0 Construction XX�XX.80.81 Bid and Award XXXXxX,$p,g3 Canstruction Execution X��. $0.85 Inspection XXXXXX.80.86 Landscapr�:g XXXXXX.90 Closeout XXXX�.90.10 Cnnstruction Contract Close-out ��XXXX:�.90.40 Design Contract Closure L. City's Stazidard Milestones The foltowing miles#one activities (i.e,, ux�portant events on a project that rnark critical points in time) are of particular interest to the City and must be ref�ected in the project schedule for al1 phases af worlc_ C1T1' OF' FORT WORTH DRA.QVAGE IMPROVEH+IENTS FOR LEBOW CHANNEL AT 28TH 5T. STANDAk_C) CONSIRUCTIO�I SYECIFICATION DOCUMENT5 C1TY PRO,TECT NO. 103052 Rcvised August 13, 2021 oi �ai�-� CONSTRUCT[�i�iPROGRESS SC�-I�.DUL$ Page7ofl0 I z 3 4 5 6 7 8 9 10 11 12 13 14 ]5 16 17 18 19 20 2l 22 23 24 25 26 27 28 29 30 31 32 33 34 35 3b 37 3$ 39 1.4 40 41 42 43 44 45 46 Acti�it.y rD Actfvit.y Name_ Design 3020 Award Design Agreement 3Q40 Issue Notice to Praceed - Design Engineer 31D0 Design Kick-off Meeting 3120 Submit ConceptualPlans to Utili�ies, ROW, Traffic, Parks, Storm Water, Water & Sewer 3I50 Feer Review MeetinglDesign Review meeting (technical) 3160 Conduct Design Public Meeting #1 (required} 3170 CanceptualDesi�n Cotnplete 3220 Submit Prelitnivary Plans and Specifications to Utilities, ROW, Traffic, Parks, Siorm Water, Water & Sewer 325Q ConductDesignFublic Meeting #2 (required) 326Q PzeJiroinary Design Camp%te 33Ia Submit Final Design to Uiilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3330 Conduct Design Public Meeting #3 {if required) 3360 Final Design Gomplete R�'VV & Easements 4000 Righf oi Way Start 4230 Right of Way Camplete Utifity ReIocation 70�0 Utilities Start 71�0 Utilities ClearedlComplete Canstrructian Bid and Award 8110 Start Advertisement 8150 Conduct Bid Opening $240 Award Constructian Contract Constructian E�ecufion 8330 Conduct Construction Public Meeting #4 Pre-Construction 8350 Cansfiruction Start 8370 Substantial Completion 8540 Constructian Completion 9130 Notice of Campletion/Green Sheet 9154 Construction Contract Closed 9420 Design Contract Closed SUBMITTALS A. Schedule Submittal & Review The City's Project Manager is responsib�e for reviews and acceptance of the Contractor's schedule. The City's Project Control Specialist is responsible for ensuring alignment of the Cantractor's baseline and progress schedides with the Master Project Sehedule as support to tJae City's Praject Mauager. Tke City reviews and accepts orrejects �he sch�dule �vithin ten wapkalnys of Contractor's submittal, CITY OF FORT WORTII TJRAINA4E [MPROVE14f�NT5 FOR LEBOW CHANIVEL AT 28TIi 5T_ $TANDARD CONS'TRUCI'ION SPEC]E1CA'i'ION 1)OCUIv1E.NT5 CTTYPR03ECTN0. 1fl3052 Revised August 13, 2d21 Ol 3216-8 CONSTRUCTIONPROGRESS SCH�DCiLE Page 8 of 1 p 4 5 6 7 9 10 11 12 13 14 15 16 1. Schednle Forrnat The Contxactor will submit each schedule in two elec�ronic forms, one in native file fo:rtzxat (.xer, .x,nl, .rtipx) and the second in a pdf format, in the City's docuxnent a�ariageme�t systerxi i�. the location �ed. icated far this purpose and identified by the Project Manager. In th� event the Cont�•actor does not use Primavera F6 or MS Froject for scheduling purposes, the schedule informatian must be submitted in .xls or .xlsx format in compliance with the sample layout (See Speciffcation O1 32 16.1 Construction Project Schedule Baseline F�cample), �cludang activity predecessors, successors and total float. 2. Tnitial & Baselit�e Schedule The Contract�r will develop fhe�r schedule for their scope of work and submit their mitial schedule in electronic form (in the file formats noted above), in the City's document management system in f.�e locatio� dedicated for tYtis purpose atleast 3 working days praor to Pre Consiruction Meeting. 17 The City's Project Manager and Projeci Confrol Speciafist re�iew this initial schedule 18 to deterzrait3e alignment with the Ciry's Master Project Schedule, including %,rmat & 19 WBS S1�'UC�111'�. FQllOW1I1� �lE C1Lj�'s review, feedback is provided tn the Cnntractor 20 for their use in Fiinalizing their initial schedule and issuing (withira fve workdays) tl�eix 2I Baseline Schedule �'or #"ynal review and aceeptance by the City. 22 23 24 2S 26 27 28 29 30 3I 32 33 34 35 35 37 3. Progress Schedule T�e Contra�tor willupdate and issue �he'vr praject schedule (�rograss Schedule) by the last day of each m onth throughout the li% of their work on the project. The Progres s Schedule is submitted in electronic form as noted above, i�tL the City's document z�nat�.agement system in the location dedicated for this purpose. The City's Project Contralteam reviews each Progress Schedule for data an.d information that support the assessment of ihe update to the schedule. In the event data or infarmation is r�rzissing or incam�lete, the Project Controls Specialist communicates dffectly with the Coutracfor's scheduler for pro�iding same. The Contractor re-submits fih� carrected Progxess 5chedule wit�ain S workdays, follawing the submit#al process noted above. The Ciiy's PxojectManager and Project Control Specialist review the Contractar's progress schedule far acceptance and to monrtor perfornaance and progress. 38 The fo]Iowing Iist of items are required to ensure proper status infarmation is 39 contained in the Pro.gress ScheduIe. 40 � Beseline S.tari daie 41 � BaseIine Finish Date 42 43 44 45 �46 �}7 48 49 � % CompleYe � Float � Acti�ity Logic (dependencies) � Critical Path � Activities added ar deleted � Expeeted Baseline Finish date o Variance to ihe Baseline Finish Date CiTY OF FORT WORTFI DRAINAGE 1MPA4VENEENTS FOitLEBOW CHA?�INEl, AT 28TH ST. STANDAxD CONSfRUGTION SPECIFICATION I]OCUMENT5 C1TY PR07ECT NO. I Q3052 Revised August 13, 2021 Ol 32lG-9 CONSTRUCTiONPItOGRESS $CHEDULE Page 4 of l4 l B. Monthly Cozistruction Status Report 2 The Contractor submits a written status report (r�ferred to as a progiress narrative) at the 3 monthly progres� meeting (if rrionthly meetings are h�ld� or at tl�e e:nd of[ each month to 4 accompany the Pragress Scbedule submi�tal, using the standard fortnat provided in 5 Specif'ication O1 3216.3 Construction Project Schedule Progress Narralive. The content 6 of the Construetion Project Sohedule Prog�ress Narrati�e shauld be c.oncise arid complete 7 to in�clude only changes, delays, aud anticipated prablems. 8 9 C. Sul�mittal Process 10 � Schedules and Monthly Constructian Status Re�orts ate submi�ted in in tl�e City's 11 document management system. in the ]ocation dedicated for this purpos�. 12 o Once the project has been completed and Final Acceptance has been issued by the I3 City, no further progress schedules ar cons�ruction status z'eports are required from 14 the Gontrac tQr. 15 1. 16 1.5 ACTION SUBMITTAL�IxN�ORMA'i�ONAL SUBNIITTA,LS [NOT USID] 17 l.b CLOSEO[IT SUBMZTTALS [NOT USED] IS 1.7 MAINTINANCE MATERIAL SLTSNIITTALS [NOT USED� i9 1.8 QUALTTY ASSLIRANCE 20 A. The person preparing and revising the construction Progress Schedule shall be 2� expetienced ix� the preparation of schedules af sirt�ilar cam.plexity. 22 B. Schedule and supporting documents addressed in this Specification shall be prepared, 23 updated and revised to accurately r�flect the performance of the construction. 24 C. Contractor is respons�ble for the qualiry of all submittals in this sectioz� �tneeting the 25 standard nf care for the constxuction industry for similar projects. 26 1.9 DEGIVERY, STORAG`E, �ND �IANDLING �NOT USID] 2� 1.10 FIELD [S�TE] C�NDITIONS [NOT IISID] 28 1.11 WARRANTY [NOT USID] 29 1.12 ATTACHNJENTS 30 Spec O1 32 1C.1 ConstructianProjectScheduleBaseline Example 31 Spec01321b.2CoustructionProjectScheduleProgressExample 32 Spec Ol 32163 Construction Praject Schedule Progress Narrative 33 C1TY OF FpRT WORTI�I DRAINAGE IMPItdV�MBNTS FOR LEBdW CHANN$L AT 28TH ST. STANDARD CQNSTRUCTIOIV SPECIFICATIQN DOCIJMENTS CITY PR03ECT NO. I Q3a52 Revised August 13, 2021 Oi 3216-10 COl�iS'�RUCTIO�T PROGRE55 SCHEDULE Page I fl of f D 2 PART 2� PRODUCTS [NOT USID� 3 PART 3 y FxECUITON �NOT USED] 4 F1�ID OF SECTION 5 R�;viszon Log DATE NAME SUMMARY OF CHANGE 8/13/2021 Michael Owen �v�S� to update speciiication requuem.ents and elimimate duplicate schadule speci�aations. CCI'Y OF FORT WORTkI DRAINAG& INEPBQVEMENTS FOR LEBOW CHANNELAT 28TH ST. S'fANI]ARD C4�ISTRUCI'lON SPECIFICA'fION DOCUMENTS CITY PROSECT NO. 103052 Revised Elugust l3, 202{ 013233-1 PR�CONSTRCFCT[aN VIDEO Page 1 of 2 SECTION 0132 33 PRECONSTRUCTION VIDEO PA.RT 1 - GENERAL I.1 SUMMARY A. Sectian Ineludes: 1. Adrninistrative and procedural requirements for: a. Freconstruction Videos H. Deviations fram this City of Fort Warth 5tandard Specification 1. NoQe. C. Reiated Specification S�ctions ine[ude, but are not necessarily limited ta: 1. Division 0— Biddit�g Requirements, Contxact Forms and Conditions of tlie Contract 2. Divis�on 1— Gene�al Requiremants 1.2 PRICE AND PAYMENT PROCED[TRES A. Measure�aent a.nd Payment l. Woz'k associated with this Item is cansidez'ed subsidiary to the various items bid. No separate payment will be allawed for tliis Item, 1.3 REFERENCES �N�T CJSED] 1.4 ADIVIINZSTRATIVE REQUlREMENTS A. Preconstruction Video 1. Produce a preconstructian video of the sitelalignment, ineluding alI areas in tk�e vicinity of and to be affecfed by construction. a. Provide digital copy of video upon request by tl�e City. 2. Retain a copy of the preconstruction video until the end of the main.tenance surety period. 1.S SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSIINFORMATIOIVAL SUBMITTALS �NOT USED] 1.7 CLOSEOUT SUSNIITTALS [NOT USED] l.8 MAINTENANCE MATERXAI, SLTBMITTALS [NOT USED] 1.9 QUALIT'Y ASSURANCE �NOT USEDj 1.I0 DEY.NERY, STORAGE, AND Ht�NDLING [NOT USED] l.l.� FIELD [SITE] CONDITXONS [NOT USED] 1.12 WARR�iNTY [NOT i7SED] �'ART 2 - PRODII�TS [NOT USED] CITY OF FORT WORTH I]R.A[NAGE IMPROVEMENTS FOR LESOW CHANNEL AT 28TH ST, STAIVDARD CDNSTALJCTION SPECI�'iCATI01�' DOCl7MENT5 CITY PROTECT' NO. 103052 Aevised July l, 2U] 1 Dl 32 33 - 2 PRECdN3TRTIC'TIOi�t VIDEp Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION CITY OF FORT WORTH STANDARD CONSTRilCTION SPECIFICATI(31Y DOCUMENTS Revised 7uly 1, 2Q1 l DRAINIAGE iMPRO1VEMENTS FdR LEBOW CHANNP.L AT 28TH ST. CIT'Y PROdECT NO. 1 D.3052 OL3300-I SUBMIT'CALS Page 1 af $ SECTION 0133 00 SUBMITTALS. PART1» GENERAL 11 SiIMMARY A. Section Tneludes: G�eral methods and r�quirez�nents af suhmissio�s applicable to the following Work-related submittals; a. Shop Drawings b. Product Data (incl�ding Standarci Product List submittals) c. Samples d. Mock Ups B. Deviations fi•om this Ci .ty of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are z�ot necessarily limited to: 1. Division 0— Bidding Reqturements, Contract Forms and Conditions of the Contract 2. Divisinn 1— General Requirements 1.2 �'RICE AND PAYMENT PROCEDURES A. Measurem.ent and Payment 1. Woxk associated with this Jtern is eonsidered subsid'zary to the various items bid. No �eparate payment will be allowed far this Item. 1..3 REFERENCES [NOT USED] ],4 ADMIl�IISTRATIVE REQUIREMENTS A. Coozdination 1. Notify the City in writing, at the time of subznittal, of any deviations in tJie submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit eaeh submittal sufficiently in advance of perfarming the related Wark or other applicable activities, or within the time specified in the individual Work Sections, of the 5pecifications. h. Contractor is responsible such tha.t the installation wi11 not !�e delayed by processing times including, but not limited to: a} Disapproval and resubmittal {if required} b) Coordination vsrith other submittals c) Testing d) Pur�hasing e) Fabrication � Delivexy g) 5unilar sequez�ced activities c, No extension of tame wiIl be authorized because of the Contractor's iazlure to transmit submittals sufficiently in advance of the Work. C1TY OF FaRT WORTH DR.AINAGE IivIPROVEMENTS FOit �.EBOW CHANN�L AT 28TH ST. STANDARD CONSTRilCT[ON SPECIFICATIOAI DOCLfhIEN'I'S CfTY PR07ECT IVO. ] 03052 Itevised December 2d, 2012 U13300-2 SUSMITTALS Page 2 of 8 d. Make submittals pramptly in accordance with approved scbedule, and in such sequence as ta cause no delay in the Work or in the wflrk of any other contiractor, B. Submittal Numbexing 1. 'UL�en submitting shop drawings or samples, utilize a 9�character submittal cross- refe:rence identifieation numbering system in the foll�wing manner: a. Usa the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use nutnbers 01-99 to sequentially number each initial separate item or drawing submitted under each speciiic Section nttnnber. c. Last use a letter, A-Z, iudieating the resubmissia� of the same drawi�zg (i.e. A=2nd submissian, B-3rd submission, C=�4th submissiog, etc.). A typical submittal number would be as follaws: 03 30 40-OS-B 1) 03 30 00 is the Specificatian �ection for Concrete 2) OS is the eighth inifial submittal under this Specification Section 3) B i� the third submission (second resubmission) nf that p.articular shop drawing C. Contractor Certification 1. Review shop drawings, ptoduct data and sa�nples, ineluding those by subcontractors, prior to submission to determine and v�rify t�e following: a. Field measureznents b. Field construction criteria c. Catalog numbers and similar data d. Confox7nance with the Contract Documents 2. Yr4vide each shop drawing, sanaple and product data submitted by the Cflntractor rxlith a Certification Statement aiFxed including: a. The Contractar's Company name b. Signature of submittal reviewer c. Certificaiion Statement 1} "By ihis submittal, I hereby represent th.at I have determined and verified field nneastiuements, field construction crite�-ia, materials, diznensions, catalog numbers and similar data and I have ehecked and coordinated each item with other applicable appraved shop dr�wings." D. 5ubmittal Forn�at 1. Fold shop dravvings �arger than S'/� inches x 11 inches to S% inches x 1linch�s. 2. Bind shop drawings and product data sheets tagether. Order a. Covar Sheet 1) DescriptianofPacket 2) Contractar Certiiication b. List of items 1 Table of Cantents c. Product Data IShop Drawings/Samples ICalculations E. Submiitai Content L The date of subinission and the dates o€ any pre�ious submissians C1TY OF PORT WORTH DRAINAGE CMP1tOVEIVIENTS FO.R LE9QW CHANNEL ,4T 28TH BT. STfINDARD CONSTRUCTLON SPECIFICATION DQCUMENT5 CITY PR07EGT 1�I0. 103U52 Revised IJecem6er 20, 2D l2 p13300-3 SIJBMTTTALS Page 3 of 8 2. The Project title and number 3. Contractor identiiicatia� 4. The narnes of: a. Contractor b. Suppliez' c. Manufacturer 5. Identification of t1�e product, with the Speciiication Section number, page and paragraph{s} 6. Field diz�aensians, clear�y identified as such 7. ReIation to adjacent ar critical features of the Wor� or materials S. Applicable standards, such as ASTM or Federal Specifieation nutnbers 9. Identifica#ion by highlighting of deviations fz'om Contraet Documents 1 Q Identification by highlighti�g o� revisions an resubmittals I 1. An S-inch x 3-inch blank space far Contractor and Ciiy stamps F. Shop Drawings 1. As specified in individual Work Sectians includes, but is not necessarily limited to: a. Custom-prepar�d data such as fabrication and erection/installation (�voz'king) d.rawings b. Scheduled infornnaYion c. Setiing diagra�aas d. �lctual shopwork manufaciuring instructions e. Cnstozxz templates f. Special wiring diagrams g. Coordination drawings �,. Individual system or equipment inspectaon and test repQrts including; 1} Performance curves and certifications i. As applicable tfl the Work 2. Details a. Relation of the various parts to the main members and lines nf the structure b. Where correct fabrication af the Work depends upon field measurezzzents 1) Provide such measurements andnote on the drawings prior to submitting for approval. G. Froduct Data For submittals of product data for praducts included on the City's Standard Praduct List, clearl� identify each item selected for use on the 1'roject. For submittals of product data for products not included on the City's Standard Froduct List, 5ubmittal data may include, but is nat necessarily limited to: a. Standard prepared data for manufactured praducts (sametimes referred to as catalag data) 1} Such as the manufacturer's product specification and installation instruetions 2) Availability of colors a�d patterns 3) Manufacturer's printed statetnents of colnpliances and apglicability 4) Roughing-in dia�rams and templates 5) Catalog cuts 6) Product photo�z'aphs CITY OF FORT WO1tTH DRAINAGE IMPROVEMENTS FdR L.E.$OW CHANI�EL AT 28TH 3T. STANDARD CQAl51'RUCTION SP�CIF1CATiON DOCUMENTS CPI'Y PRO]ECT NO. 1fl3052 RevisedDecemhee 2U, 2�12 O l 39 00 - 4 5[IBMITTALS Page 4 0£ 8 7} Stand�rd wi�r�ng diagrams 8) Prin.ted perfortnance curves and operational-range diagrams 9) Praduction or q�ality control inspection and test reports and certificatiox�s 10) Mill ze�orts 11} Praduct operating and rriaintenarzce i.nstructions and recommanded spare-parts listing and p�inted producY warranties 12} As applicable to the Work H. Sarnples 1, As specified in individual Sectinns, include, but are nat necessarily limiied to: a. Physical examples of khe Work such as: 1) Sectians of maaufactured or fabrieated Work 2) Small cuts or con.taiuers of materia�s 3) Complete units of repetitively used products colarltexturelpattern swatches and range sets 4) Specixnens fbr coordination of visual effect 5) Grapl�ic symbals and units of Work to he used by the City for independent inspectian and testing, as applicable to tha Work I. Do not start Waz'k requiring a shop drawing, sample or produ�ct data nor any material to b� fabricated ar installed prior to the approval or qualif�ed approval of such ite�n. 1. �abrication performed, materials purchased or an-site construction accompiished which does not conform io approved s�op drawings and data is at the Cantx'actor's risk. 2. The City will not he liable �or any expense or delay due to corrections or remedies required to accomplish conformity. 3. Compleie proj�ct Woz'k, materials, fabrication, aud installatians in conformance with approved shop drawi_ags, applicable samples, and product data. J. Submittal Dis�iil�ution 1. Electronic Distribu�ior� a. Confirm development of Proj ect directory fax electror�ic submittals to be uploaded to City's Buzzsaw site, or anothez' external FTP site appro�ed hy th� Ciry. b. �hop Drawings 1} Upload submittal to designated project directory and notify apprapriate City representatives via �n zail oi submitta! pasting. 2) Hard Copies a) 3 copies far aII submitkais b) If Con�ractor �-equires more than 1 hard copy of Shop Drawings returned, Contractor sha[1 submit more than the number af capies listed above. c. Prociuct Data 1} Upload submittal to desig�ated project directoty and notify appropriate City r�presentatives via einail of submittal posting. 2} Hard Copies a) 3 capies for all subrnittals d. Sasnples 1) Distributed to the Pi-oject Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) Cl'T'Y OF FORT WQRTH DRAINAGE IMPROVEIYiEIVTS FOR LEBO W CHANIVEL AT 2$TH ST. STANDARD CONSTRUCTION SPECIFICATION DQCUMENT$ CTTY PROJECT NO. 1Q3052 Revised December 20, 2012 aiasoa-s SUBMITTALS Page 5 of 8 a. Shop Drawings 1} Distributeri to the City 2) Copies a) 8 copies for mechanical submittals b) 7 eopies for a11 ather submittals c} If Contractor requires more than 3 copies of Shop Drawings returned, Con�ractor shall submit rnore than the number of eopies listed above. b. Product Data 1) Dis#ribuied ta the City 2) C�pies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) C.opies a) Submit the number stated in the respecti�� Specificakion Seetions. 3. Distribute reproductians of approved shop drawings and copies of approved pxoduct data and samples, where required, to t1�e job site file and elsewhere as directed by the City. a. Provide nutnber of copies as dir�cted by the City but not exceeding the nurnber previousiy specified. K_ Submittal Review 2. 3. 4 The review of shop draw�ngs, data aad samples wii� be far general conformance with the design concept and Contract Dc�cuments. This is not to be construed as: a. Permitting any departure from the Contract requirements h. Reli��ing the Coz�tractor of responsibility for any errors, including d�tails, dimenszo�s, an.d materials c. Approving departures fram details furr�ished by the City, except as atherwise provided herein The review and approval of shop drawings, sarr�ples or product data by the City does not relieve the Contractor from hislhez' responsibility with regard to the iulfillment of the terms of the Con�ract. a. A13 risks of errar and ornission are assutned by the Contractor, and the City will have no responsibility therefaze. The Contractor remains responsible for details and accuracy, for coordinating the VJork with all other assoeiated wark and trades, for selecting fabrication processes, for techniques of ass�mbly and �ar performing Work i� a safe manner. If the shop rlrawings, data or samples as submitted describe variations and show a departure from the Contz'act requireYnents whieh Ciry fiuds to be iu the interest of the City and to be so mia�oz' as not ko inaolve a chaiige i.ii Contract Price or time for performance, the City may retum the re�iewed drawings withaut noting an exception. Submittals will be relurned to the Contractor under 1 of the fallowing. cod�s: a. Cocie 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are n.o nntatians or comments on the submittal. a) When returned under this code the Contractor �nay release the equipment and/or material for manu£acture, b. Code 2 CITY OF FORT WORTEI DRAINAGE IMPROV�MENTS FOR L�.BOW CIIANNEL AT 2$TH S7'. STANDARD CONS'I'ItUCTION SPECIEICATION llpCUMENT5 CPPY PR07BCT NO. 103452 RevisedDecember ZU, 2U12 013300-6 SUBiviITTAi.S Page 6 of 8 Ij "EXCEPTIONS NOTED". This code is assigned wlaen a confirmation of the notations and conu�rnents IS NOT required by the Contractor. a} The Cantractor tnay xelease the equip�ent or material for manufacture; hawever, a11 notatio�s and comments zzaust be incorporated into tbe final product. c, Code 3 1) "EXCEPTT�NS NUT��;llIRESi7BMIT". This combination of codes is assig�ed vcr�aen notations and comix�.ents are extensive enaugh to xequire a i°esubmittal of t�e package. a) The Contractor may release the equipment or material foz' manufacture; however, all notations and coznments must be incorpo:rated into the �nal produc� b) This resubmittal is Co address all comments, omissiQns and non-conformi_ng ite�s �hat were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date ofth� City's transmittal requuing the resubmittai. d. Code 4 1) "NOT APPROVED" is assigned when th� sub�ittal does not meet the intent of the Contract Documents. a) The Contractor �ust resubmii the cntize package revised fa bring the submittal iuto conformance. b) lt nrzay be necessary to resubzzxit using a different mauufacturer/vendor ta zneet the Con�ract Documents. 6. Resubmittals a. Handled in the same max�z�er as first submi.ttals I} Corrections other than z-equested by the City 2) Marked with revision triangle or other similar rnethad a} At Conlxactar's risk if not marked b. Submittals for each item will be reviewed na mare than twice at tl�e Ciry's expense. 1} All subsequ�nt reviews will be performed at times con�enient to the Gity and at the Contractor's expense, based an the City's or City Representatzve's then prevailing rates. 2) Provide Contractor reimburseznent to the City within 30 Calendar Days for all such fees invoiced by the Czty. c. The need far mare thart 1 resubnrxissi�n or any other delay in obkaini.ng City's review of submittals, wii� not entitle the Contractor to art extension af Gontract Tirne. 7. Fartial Submitta.ls a. City reserves the right to not review suhmittals deemed partial, at the City's discretaon. b. �ubxnittals deemed by ihe Czty to be aoi compiete will be reiurned to the Contractar, and wi11 be considez'ed "Not Approved" until resubsnitted. c. 'Z'he City may at its apkinz� provide a list or mark the submitial directing the Cnntractor to the areas that are incomplete. 8. If the Contractor cansiders atxy correction indicatad on tlze shop drawings to ca:�stitute a change to f.l�e Contract Documents, then vvr'itten notice must be provzded thereof to the City at Ieast 7 Calendar Days prior to release for rnanufaciure. CiI'Y OF F�RT WOATH DRATNAGE WiPROVBMENTS F�A LE�O1N CHANN�L AT 28TH ST. STANDARD CONST1ZiICTYON SP�CIFICATION DOCUI�[ENT5 CTI`Y PR07ECT NO. 103052 Revised December 20, 20i2 O13300-7 SUBMI`1'TALS PaSe 7 of 8 9. VJhen the shop drawings have been ct�mpleted to the satisfaction of the City, tlae Contractor may carry aut ihe construction in accordance t�erewith and no �'urther changes therein except upon written ins�ructions �'am the City. 10. Each submittal, appropriately coded, wili be :returned within 30 Cal�ndar Days following receipt of submittal by the Czty. L, Mock ups 1. Mock iTp uni�s as specified in individual Sections, include, but are rzot necessarily limited tn, complete units of the sta:ndard of acceptance for that type of Work to be used on the Fraject. Remove at the co�pletion of the Work or when directed. M. Qualifieations 1. Tf specifically required in other Sections of these Speciiications, subinit a P.E. Certification for each item reqaired. N. Request for InformaLion (RF'I} L. Contractar Request for aciditional information a. Clarification or interpretation of the contract docuruents b. When the Contractor believes there is a conflict between Contraet Documents c. When the Contractor believes there is a conflict between the Drawings and 5pecifications 1) Identiiy the conflict and request clariftcation 2. Use the Request for Information (R�'I) fo:txn pravided by the City, 3. Numb�ring of RFI a. Prefix with "RFP' fallnwed by series number, "-�", begznning with "O1" and increasi�zg sequentially with each additional transmittal. 4. Suff cient information shall be attached to pernut a written response without further i nformation. 5. The City will Iog each tequest and wi11 review the request, a. If raview of the project information request indicates that a change to the Contract Docuzx�ents is required, the City wzll issue a Field Order or Change Order, as apprapriate. 1.5 SUBMITTALS [NOT USED] 1..6 ACTXON SUBMITTALSIIN�'ORIVIATIONAL SLTBMYTTALS [NOT USED] i.i CLOSEOUT SUBNIITTALS [NOT USED] 1.8 MA.INTENANCE MATERXAL SilBMITTALS [NOT USED] I.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT U�ED] i.11 FIELD [SITE] CONDITX4NS [NOT USED] 1.1� W.AitRANTY [NOT USED] C1TY OF FORT WOR'I'H DRAINAG� IMYftOVEMEIVT3 FOR LEBOW CHANNEL AT 28TH ST, STANDARD CONSTRUCTIQN SPECI[�'ICAT[ON DQCUMENTS CITY PR07EGT 1V0. 1 a3052 Revised DecemUer 20, 2012 01 33 00 - 8 5UBN1ifTALS Page 8 of 8 PART � - PR�DUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END O�' SECTION Revision Ldg DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnsan 1.4.K.8. Working Bays modified to Calendar Days CITY OF FORT WORTH DKAiNAC:E IMPROVEMENTS FOR LEBOW CHANiVEL AT 28TH ST, 5TA]VD� CONSTRUC'fIdN SPECfFICATION L?OCZ3NIENTS CITY PRd7ECT NO. 103052 Revised Decemher 2D, 2012 01 35 13 - 1 5PECIt�L Pit07�CT PRQCEDiIRE5 Fage 1 af 8 2 3 PART1- GENERAL 4 l.l S[7MMARY 5 6 7 8 9 1D 11 12 13 14 IS 16 17 1$ 19 20 21 22 A. Section Includes: SECTION 013513 SPECTAL PROTECT PROCEDURES 1. The procedures for s}�ecial project circumstances that ineiudes, but is not limited to: a. Coordination witl� tl�e Texas Department of Transportation b. Work near High Valtage Lines c. Confin�d Space Entry Program d. Air PoIlution Watch Days e. TCEQ Air Permit f. Us� o£ Explosives, Drap Weight, Etc. g. Water DepartmentNoiificatiQn h. Public Natifica�ion Prior to Begi�uiing Conslruction i. Public Notification of Ternporary Water Service Interruption during Canstruction j. Coordination with i7nited States Army Carps of Engineers k. Coordination witl�in Railroad permits areas 1. Dust Cont�ol m. Employee �arki�.g B. Deviations from this City af Fc�rt Warth Standard Speciizcatzon 1. None. 23 C. Reiated Specificatian Seetions include, but are not necessarily limited to: 24 1. Division 0-- Bidding Requirernents, Contract Foz-tns and Conditions of the Contract 25 2. Division 1— General Requrrements 26 1,2 PRICE AND PAYMENT PROCEDURES 2'7 28 �9 3D 31 32 33 34 35 36 37 3$ 39 A. Measurement and Payment 1. Coordiz�ation within R.ailroad permit areas a. Measurement 1) Measurement for this Item will be �y lump sum. b. Payment 1) The work perFormed a�d materials furnished in accordance wikh this Item �raill be paid for at the lu�np sum price bid for Railroad Coozdination. c. The price �id skall include: 1) Mobilization 2) Inspection 3) Safety trauung A) Additional ]r�surance S) Insurance Certi�cates CITY QF FORT W012'I'H DRA�YAGE �IvSPROVEMEN'iS FpR LEHOW CFIAN3YEL AT 28TH ST. STANDARIJ CONSTRUCTION SPECIFICATION DQGLfMENTS CTI'Y PRd7ECT NO. 103052 Revised T]ecembar 20, 2U12 oi 3s �3-z SPECIAL PR07ECT PROC�DURES Page 2 of S 1 2 3 4 5 6 7 8 9 10 11 i2 13 14 I5 l6 i7 18 2. 3. b} O�er requirements associated with general caordination with Rai�road, including additional employees required to protect the right-of-way and property of the Railt-oad frozn clamage arising aut of and/or from the construction of the Project. Raiiroad Fiagmen a. Measurement 1} Measurerr�ent for t.his Item will be per working day. b, Payment 1) The wark performed and materials �urnished in accordance wiih this Ite�r► will be paid �ar each working day that Railroad Flagmen are present at the Site. c. The �ric� bid shall include: 1) Coordination for scheduling flagrz�en 2) Fla�men 3} Other requirements associated with Railroad AlI othex items a. Work associated with these I�ems is considered subsidiary to the va.rious It�ms b�d. Na separate payment wijl be al�owed for this Itezx�. 19 1.3 REFERENCES 20 A. Reference Standards 21 S. Reference standards cited in this Specification refer to the current reference 22 standard published at the tirne of the latest revision date l�gged at the end of ti�is 23 Specification, unless a date is specifieaily ci�ed. 24 2. Health and Safety Cnde, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 25 High Voltage Ovexhead Lines. 26 3. North Central Texas CouneiI of Gov�rnments (NCTCOG) — Clea� Gonstruction 27 5pecifi�ation 28 1.�4 ADMiNISTRATiVE REQT7iREMENTS 29 30 3l 32 33 34 35 36 37 A. Coordinatian with tk�e Texas Departrnent nf Txanspartation 1. VJ�en work in the right-of-way which is under tk�e jurisdiction of the Texas Department of Transportation (TxDOT): a. Notify the Texas Department of Tra.nsportation priar to cornmencing any work therein in accardance with the provisions of the permit b. AlI work performed in the TxDOT right-of-way shall be performed in campliance with and subject to approval from th� Texas Department of Transportation B. Work �ear Higla Voltage Lines 38 1. RegixZatory Requirements 39 a. All Work near High Voltage Lines (mor� than 600 volts measured between q�p conductors or between a conductor and the gz'ound) shaIl be in aceordance �vith 41 Health and Safety Cade, Title 9, Subtitle A, Cha�ter 752. 42 2, Warning sign 43 a. Frovide s�gn af suf�icient siz� meeting alI QSHA requirements. 44 3. Equipm. ent operaking within 10 feei of high oaltage lines will require tkie following 45 safety featu�ees CIT`Y OF FORT WORTH DRAINAGE IMPROVEII�NTS FQR LEBOW CHANNEL AT 28TH ST. STA1�fDARD CONST3tUCTION SPECIF'ICATlU�f DOCUMENTS CITY PRb3ECT NO. 163052 Revised Decaml�er 20, 2012 a13513-3 SPECIAL PK07ECT PROC�DTJRE9 Page 3 af 8 1 2 3 4 5 6 7 S 9 10 11 12 13 I4 15 16 17 18 19 20 2l 22 23 24 25 26 27 28 29 30 31 32 33 34 35 �s 37 38 39 4D 41 42 43 44 45 46 a. Insulating cage-type of guard about the boom or arm b. Insulator Iinks an the lift haok connections for back hoes or dippers c. Equipment must rr�.eet the safety requirements as set fc�rth by OSHA and the safety requirerrzents of the owner of the high voltage lines 4. Work witbin b feet of high valtage eleetric lines a. Notificat�ion shall ba given to; 1} The power campany (example: ONCOR) a) Maintain an accurate log of all such cails to power company and recard actian taken in each case. b. Caordination with power company 1) After noti�cation coordinate with the power company to: a} Ereet temporary mechanical baz-z-iexs, de-energize the lines, or raise or iower the lines c. No personneI may work withun 6 feet o� a high voltage line before the above requirements have been met. C. Canfined Space Entry Prograzn 1. Provide and follow approved Canfined Space Entry Progra�n in accardance with QSHA requitements. 2. Confined Spaces include: a. Manholes b, All athez' confined spaces in aceordance with O�HA's Permit Required for Confin.ed Spaces D. Air Pollut�ion Watch Days 1 2. Genez'aJ a. Observe the following guidelines relating to working on City construction sites on days designated as "AIR PdLLUTIQN WATCH DAYS". b, Typical Ozone Season 1) May 1 through October 31. c. Critical Emission Tinne 1) 6:00 a.m. to 14:00 a.m. Waich Days a. The Texas Coxnzz�i:ssion on Envuonmental Quality {TC�Q), in caordination with the National Weather Service, wili issue the Au �ollution Watch by 3:00 p.m. on the afte��oon priar to tl�e WATCH day. b. Requirernents 1) Begin woxk after 10:00 a.m. whenever construction phasing requires ihe use o£ mntorized equipment for periods in excess of 1 hour. 2) However, the Contraetor may begin work prior ka 10:00 a.m. if: a) Use of motarized equipment is less than 1 hour, or b) If equipment is new and certiiz�d by EPA as "Low Emitting", ar equipment btu�s LTltra Low Sulfuz' Diesel {[TLSD), diesel emulsions, or alternative fuels such as CNG. E. TC�Q. Air Permit 1. Obtain TCEQ Air Fermit for constcuction activities per requ.irements of TCEQ. �'. Use of Explosives, Drap Weight, Etc. 1. When Contract Documents perzx�.it on the project the following will apply: CITY (}F FC3RT WORTH DRAQ�lAGE IMPAOVE3+iIEN1'S FOR L$BQW CHANl+]EL AT 2$TH ST. STA.NDARD CQNSTRUCTIUN SPECIFICATIOiY I70CUM$NTS CITY PR03ECT Np. 1 a3052 Revised December 20, 2U 12 Ol 35 iJ - 4 SPECIAL PROJECT PRaCEDURES Page 4 of 8 1 a. P�blic Noti�cation 2 1) Submit natice ta City and proof of adequate insurance coverage, 24 hours 3 pz'zor to commencing. 4 2) Minimum 24 �our puhlic natif'tcation in accordance with Section �1 31 13 S G. Water Department Coardination b 1. Duning tke construction of this project, it will be necessary to deactivate, for a 7 period of time, existing lines. The Contractor shall he required to coordinate with 8 �te Water Department to determ.ine the best times for deactivating aud acti�at�ng 9 those lines. 10 2. Coordinate any event that will require conneeting to or the operation of an existing 11 City water line system with the City's representative. I2 a. Coordination shall be in accordance with Section 33 12 25, I3 b. If needed, obtain a hydrant r�ater meter from the Water Department for use 14 during the life of named project. 15 c. In the event that a water �alve on att existin� live system be turned off and on ! 6 to accon:�modate the construction of the project is required, coordinate this 17 activity through the approprzate City representative. 18 I} Do not operate water line valves of e�isting water system. ] q a) Faiiure to comply will render tkze Contractor in wiolation of 'Fexas Pe:aa] 20 Code Title 7, Chapter 2$.03 {Criminal Mischie fl and tlie Contractar 21 will be prosecuted to the £u[I extent of the Iaw. 22 b) In addition, the Contractoz will assume al! liabilities az�d 23 responsibilities as a result af these actions. 24 H. �'ub�ic Notification Frior to Beginn.iap.g Consbuction 25 1. Prinr to beginning construction on any black in the project, an a block by block 2b basis, prepare and deliver a notice or flyer of the pending construetian to the front 27 doar of each residence or husiness that will be irnpacted by epnstruction. The natice 28 shall be prepared as follows: 29 a. Past notice ox flyer 7 days priar to begirming any construction activity on each 30 block in khe project area. 31 1) Prepare flyer on the Contractor's letterl�ead a.nd include the following 32 izi.foxmation: 33 a) Name of Project 34 b) CityFrojectNo{CPN) 35 c} Scope ofProject (i.e. type of construction activity} 36 d} Actuai const�uction duration within the block 3� e) Name of the contractor's foreman and phone number 38 � Name of the City's inspector and phone number 3g g) City's after-hours phone number 40 2) A sample of the `pz'e-cons��uction notification' flyer is at�ached as Exhibit 41 A. 42 3} Submit schedule shavving the construction start an.d finish time for each 43 block of the praject to the inspector. 44 4} Deliv�r flyer tc� the City Inspector for revieu� priax ta distribution. �}5 b. Na construction. will be allowed to begin on any black until the flyer is 46 delivered ta all residents of the block. 47 I. Public Notifieation af Temporary Water Service Intexz'uptian during Construction C1TY OF' FpRT WORTH BRAINAGE TMPRQVEMENTS EpR LEBOW CHANNEL AT 28TH ST. STANDARD CQ3d5T1tUCTiON 3PECIFICATI�N DOCU1vIEl�'T5 C1TY PiZOJECT NO. i 03052 I2evised Decemher 20, 2012 0135j3-5 5PECIAL PR07ECT PROCEDiJRES Page 5 af 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1S lb 17 18 �9 20 21 22 1 � In the event xt becomes necessary ta te�nporariiy shut dawn water service to residents or husinesses during eonstruction, prepare and deliver a z�otice or flyer of the pe:nding interruption to the firont door of each affected resident. Prepared notice as follows; a. Tbe notif'ication or flyer shall be posted 24 hours pxinr to the iemporary interruption. b. Prepare flyer on the cantractor's letterbead and include the following infarmation: 1) Name of the project 2) City Project Number 3} Date of the interruption of service 4) Feriod fihe interruption will take place 5) Name af the cont�actor's foreman and phone number 6) Name of the City's inspector ar�d phane number c. A sample af the temporary water service interruption natificati.on is attached as Exhibit B. d. Deliver a copy of the temporary interrnption noti�ication to the Ciiy inspector for review prior to being distz'ibuted. e. Na interruption of water service cazi accur until tlne fl.yer has been delivered to all affected residents and businesses. f. Electranic versi�ns of the sample flyers can ba ab�ained from. the Project Construction Inspector, 23 J. Coordination with United States Army Cotps of �ngineers (USAGE) 24 l. At loeations in the �'z'aject where canstruction activities accur in areas whez'e 25 USACE pertnits are required, meet all requixeme�ts set forth in each designated 26 permit. 2.7 28 29 30 31 32 33 34 35 36 37 38 39 40 4F 42 43 44 45 �6 47 K. Coordi_nation within Railroad Permit Areas 1. At locations in the proj ect where constr�ction activities oeeur in areas where railroad permits are required, meet all requirements set farth iu� each designated railroad permit, This includes, but is not limited to, provisio�ns £pr: a. Flagmen b. Inspectars c. �aFety training d. Additional insurance e. Insurance certificates f Other employees requzred ta protect the right of way and property of th� Railroad Company frnm damage arising out of and/or from the construction of the project. Proper utility e[earance procedures shall be used in aecordance with the permit guidelines. 2. 06tain any supplemental information needed to comply with ihe railroad's requirements. 3. Railroad �'lagrn.en a. Submit receipts to City for verificatian of working days that railroad flagmen were pz'esent on Site. L. Dust Contzol 1. Use accepta.ble measures to cantrol dust at the Site. a. If water is used to control dust, cap�re and properly dispase of waste water. CITY OF FORT WORTH DRAINAGE IIvlPLZOVE1NfENTS FQR LEBOV�I CH.ANNEL AT 28TH ST. STANIJARD CQN3TRUCTfON SPECIFICAI`TON DOC[JMBNTS CITY PRdJECT Nd: i a3052 Revised pecember 2D, 2012 O13513-6 SPECIAL PRQ7f�CT PROCEDUAES Page 6 of 8 1 b. I� vvet saw cutting is perfortned, capture and properly dispose af slurry. 2 M. Employee Parking 3 1. Provide parking for employees at lacations approved by the City, 4 1.5 S[1BMITTALS [NOT USED] 5 1.6 ACTXON SUBNIITTALS/INFORNIATIONAL SUBMITTALS [NOT USEDj 6 1.7 CLOSEOUT SUBMITTALS [NOT U�ED] 7 1.8 MA.INTENANCE MATERIAL SUBNIITTALS �NOT USEDj 8 1.9 QUALXTY ASSURANCE [NOT USED] 9 1.1D DELTVERY, �TORAGE, AND HANDLING [NOT USED] 10 1.11 FLELD [SITE] CONDITIONS [N4T USED] 1 t 1.12 WARRANTY [NOT USED] 12 PART � - PRODiTCTS [NOT USED] 13 PART 3- E�ECUTION [NOT USEDj 14 15 �ND OF SECTION Revision Log I3A�'E NAME StIMMARY OF CHANGE 1,4.B — Added requirement of cornpliance with Health and Safety Code, Title 9. 8/31/2d12 D. doknson Safety, Subtitle A. Public Safety, Chapter 752, Higl� Voltage Overhead Lines. 1.4.E — Added Caatraotnr responsi6ility for a6taining a TCEQ Air Permit CITY OF FORT WaRTH DRAINAGE IMPROVEMENTS FOR LEBOW CI�A�INEL AT 28TH ST. STANDAItD CONSTRiICTIpN 5PECIFICATION DOCUMENTS CITY PR03ECT ]d0. 103Q52 Revised Deeember 20, 2D12 01 35 13 - 7 SPECIAL PRO.TECT PROCEDURES Page7of$ 2 3 4 5 6 7 8 9 10 11 12 13 14 1S I6 17 18 19 20 21 2z 23 24 25 26 27 28 29 3fl 31 32 33 34 35 EXHIBIT A (To be printed an Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: � �� I� � I I � �� I I I i � , I � � � , THIS 15 TO INFORNi YOU THAT UNDER A CONTRACT W1TH THE C1TY O� FORT WORTH, Ol1R COM�AAIY WILL W�RK +ON UTILITY LIN�S OIV OR AROUND YOIJR PROP�RTY. CONSTRUCTION WILL BEGIN APPROXIMAT�LY SEVEAI DAYS F�iONi THE DATE OF THIS NOTICE. 1F YOU HAVE QUESTI�NS ABOU7 ACC�SS, 5ECl1RiTY, SAFETY OR Ai�Y OTHER NSSUE, FLEASE CAL.L: Mr. �CONT�2ACTOR�s SUP�RINiENDENT> AT <T�LEPHDN� NO,� OR Mr. <CIT`Y INSPEC70R� A7 < TELePHON� N�.� AFTER 4:30 PM OR ON WEEKENDS, PI.EAS� CALL {817) 392 8306 36 PLEASE KEEP THIS FLYER HANDY WHEN YOU GALL CITY' OF FOTiT WORTH DRAINAGE RIAFROVBMEA�'I'S FQR LESOW CHANNEL AT 28TEi ST. STANDARD CO]V5TR[TC'fION SPECIFICATION I70CUMENTS �TTY PROJECT N4. 103052 Revised Decemher 2�, 2012 O1 3S L3 - 8 SPECIAL FR07�CT PROCSDURES Page 8 of 8 1 � I�:i:l_ : ��i � �� Y�� ur�ue: CICj� i�� st�C7� �►,ra� �� 71� 4 ��io �� aO��Y/�� I �� a��e�.��r�:r i�i��°`iP�� TJ�[3�: 'FO iliii.i7`1C iMi'ROVF.lwl�I�i'S fN VC1UR iV�ECriiBO�.H�U, '1�QLIIi WA,T�ki S�KViC� Wli.i. S� ITl'�'F;XtRiJPF�E3 QN .._.._ - BE'FWEEN 'i'SE IiO�i�t9 QF Ai+YI) . ,,...—.— ITo- Y�b HAVF: QU�STIONS AS�LT'F'�'Iil5 $d3il'i'-dI3"i. PI��ASE CA.E.�:: lyq�, AT (c[�n�'�ac�ro�s su�r�.u�r��€�E��i 3 ('�LEPHE3NE Aii3iS+IB�it) Oit ��. r1.i (Ci'TY fPIS�C'�'O�) E'X�I'=LEA1�f}TT� I+iIJ�'1S�It) 7'i�[S lNCa1+iY�NI1:T7C�: vV.ii.L i3F A,S S}4fli2"T A�S PQSSiB�. '2'�IANTiC Y€H3, CD[��►CspR � 4 CITY OF FORT WOIiTH l]RAINAGE IMPROVE�VIEI�IT3 FOR LEBOW CHANNEL AT 28TFI ST. STANDARC7 CONSTRUCTION SPECIFICATIOA' DQCUMENTS C1TY FRO7ECT NO, 103052 Revised December 20, 2012 o�asas TESTING AN]] INSPECTIOl+] SERVICE3 Page 1 nf2 SECTION 0145 23 TE5TING AND INSPECTTON SERVICES PART 1 - GENERA.L 1.1 STJ1ViMARY A. Section Includes: 1. Tesfing and inspection services procedures and coordinati�n B. Deviatians fram this City of Fort Worth Standard �pecificatian 1. Nane, C. Related Specification Seetions include, �ut axe not necessarily Limited to: 1. Divisian 0— Bidding Requirements, Contract Farms and Conditians of the Contz'act 2, Division 1— General Requirements 1.� PRiCE AND PAYMENT' PROCEDURES A. Measurement and Payx�rzent 1. Work associated with this Item is considered subsidiary to the �arlous Iteans bid. No separate gayment wi11 be allowed far this Item. a. Contractor is rasponsible for perfomiiug, coordina�ing, and payment of aIl Q�a[ity Cantro.l testing. b. City' is responsible for perfarming an.d payment for �rst set �f Quality Assurance testing. 1) If the �rst Quality Assurance test perFarmed by the City faiIs, the Contractor �s responsi6le for paytaaent of subsequent Quality Assuranee testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payrnents for testing by Contractor 1�ave t�een paid in full. 1.3 REFERENCE� [NOT USED] 1.4 AD1VUN�5TRATIVE REQUIRENIENTS A. Testing I. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing zs required to be perFormed by the City, notify City, suf�iciently in advance, r�hen testin� is needed. b. When testzng is required to be completed by the Contractor, �oti�y City, sufficiently in advanee, that testing will be perforrx�ed. 3. Distribu�ion of Testing Reports a. Electranie Distribution 1} Confi�n development ofProject dzrectory for electron#c submittals to be uploaded ta the City's do�ument management system, or anati�er extemal FTP site approved by the Gity. CITY OF FORT WORTH DxAINAGE IMYROVEM�IVTS F�R LEH�W CHA1�iNEL r�T 28TH ST. STANDARD CONSTRUCTION SP�CIFICATION DOCUMEI*1T5 CITY PRQTECT NO. 103052 Revised Maz�ch 9, 2020 Ol 45 23 TGSTING AND INSPHCTION SERVICES Page 2 of 2 2) UpIoad test reports to deaignatedproject directory and nntify appropriate City representati�+es via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the �'roj ect Representative b. Hard Copy Distributian {if required in lieu af electronic distribution) 1} Tesis performed by City a) Distri%ute 1 hard copy to the Contx'actqr 2) Tesks performed by the Coat�actor a) Distri�ute 3 hard copies to City's Project Representative �. Provide City's Pra}ect Representative with trip tickets for each delivez'ed ioad nf Concrete or Lime maierial including tha following information: a. Name af pit b. 1]ate af delivery c. Material delivered B. Inspection 1. Jnspection ar Iack of inspection does not reiieve the Can�ractor fiom obligation to perform wark in aceordaz�ce with the Contract Docu�r�ents. 1.5 SiJBMITTALS [lYOT USED] 1.6 ACTION SUBMITTALSIINFORMATXONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUEMITTALS [NOT USED] 1.8 MATNTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QiTALITY ASSURANCE LNOT USED] 1.1� DELIVERY, STORAGE, AND IIANDLING [NOT USED] 1.11 FI�LD [SITE] COND�TIONS [NO'T USED] 1.12 WARRANTY [NOT USED] PART � - �RODUCTS [NOT Y1SED] PART 3 - EXECi}TION [NOT USED] END OF SECTION Revision Log DATE NAME SCTMMARY DF CHANGE 319/202D ]3.V. Magana RQ�oved refareuce to Buzzsaw and noted that electronic submittals be ugloaded through hhe Ciky s document management system. C17'Y OF FORT WORTH DRA.AVAGE 1MPROVEMENTS FOR LEHOW CHANNEL AT 2$TH 5T. STANDARD CONSTRUCT101Y SPECIFICATION DOCUMENTS CTI'Y PR07ECT NO. 1 p3052 Revised March 9, 2020 U 1 50 00 - 1 TSMPDKARY �'A.CILIT'IE3 AND CDNTROLS Page � of 4 SECTION O1 50 00 TEMI'ORARY FACII.ITIES AND CDNTROLS PART1- GENERAL I.1 SUMMARY A. Section Includes: 1. Provzde temporary facilities arzd contrals needed for %he Work including, but not necessarily limited to: a. Temparary utilities b. Sanitary facilities c. Starage Sheds and Suildings d. Dust eontrol e. Temporary fencing af the constructzon site B. Deviations from this Csty of Fort Worth Standard Specrfrcation 1. None. C. Related 5pecificatian 5eciions include, but are not necessarily limited to: 1. Division 0— Bidding Require�ents, Contract Forms and Conditions af the Contract 2. Division 1— General Requirements 1.2 I'RICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Waxic associated with this Zt�m is considered subsidiary to the various Items bid. No separate payxnent will be allowed for this It�m. 1.,3 REFERENCES [NOT USED] 1.4 ADMI1vISTRA.TX'VE REQULREMENTS A. Teznparary Utilities 1. Obtaining Temporazy Se�vice a, Make arrangerz�.ents with utility servic� companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. e. Be responsible for utility service costs u�tzl Work is approv�d for Fival Acceptaxi.ce. 1) �ixcluded are fuel, power, light, heat and other utility services necessary for execution, completian, testing and initial operation of Worrk. 2. Water a. C�ntractor to provide water required for and in connection with Work ta be parformed and for specified tests of piping, equipment, devices or other use as required for the campletion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contiractar personnel and City's Pxo� ect Representativ�s. c. Coordi_na#ion 1) Contact Gity 1 week before water for construction is desired CITY OF FORT WORTH ARAIAIAGE IMPROVEMENTS FOR I.HBOW CHANNEL AT 2$TH ST. STAi�fDARD CONSTRUCTIDN SP$CIFICATIO�I DOCUMENTS CITY PRpJECTNO. l03052 Revised 7uly l, 2011 A15000-2 TENfPORARY PAC�,IT[ES ATfp CO;YTRC7L5 Page 2 Qf 4 d. Cantractor Paymeat for Construction Water I) Obtain constructian water meter from City far payrnent as billed by City's established rates. 3. Electrieity and Lighking a. Provide and pay for electric powered service as required for Worlc, including testing oiWo�•k. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power servzce includes ternporary pawer service or generatot' to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by ContracCor personnel and others perfarrniug work or fi�rnishing services at Site. 5. Te�a�.parary Heat and Ventilatinn a. Pravide temporary heat as n.ecessary for protection or completian of Woric. b, Pxovide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Sita. a. Cornply with regulations of State and local depat'tnaents of health. 2. Enforce use of sanitary facilities by constructzon perso�el at job site. a. Enclose and anchor sanitary facilities. b. No discharge will �e allowed from tla�se facil.ities. c. Collect and store sewage and waste so as not to cause nuisaace or hea�th problez�n. d. Haui sewa.ge and waste off-site at no less than weekly intezvals and properZy dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at cor�apletion flf Project C. Storage Sheds and Buildings 1. Provide adequately ventilaked, watertight, weatherproof starage facilities with floar abave ground lev�I fox' naaterials and equipment susceptible to weather damage. 2. Storage of ma��rials not susceptible to weather damage may be on blocks off gound. 3. Store materials in a neat and orderly manner. a. Place materia.ls and equipment to permit easy access for identification, inspectian and inventory. �. Equip huilding wit� lockable doors and lighting, and provide electrical service far equipment space heaters and hcating o:r ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for tempo�ary stz-uetures to provide rlrainage away from tempora�y and existing buildings. 6. Rezx�ove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or co�structian when req�ired in contract documents E. Dust Control CITY OF FORT WORTH I]RAINAGE QVIPRqVEN1�NTS FOR LEBQW CHANNEL AT 28TH ST. STA3VDARD COIVSTRUCT[OI�T SPECI�'ICA'i'IOI�f DOCUMENTS CTTYPROIECTNO. 103652 Revised 7u1y 1, 201 E oi soao-� TEMpQit.AR.Y FACILITTES AND CONTROLS Page 3 uF4 I. Contractor is responsible for maintaining dust control through the duration o� khe project. a. Contractor remains an-call at all times b. Must respond in a timely mannet' �'. Temporary Protection of C�nstructian 1, Contractor or subcnntractors are responsible for protecting Work from damage due to weather. 1.5 SUBM�TTALS [NOT USED] 1.6 ACTXON SiTBMITTALSIINFORMA'�'�ONAL SiTBMITTALS [NOT USED� 1.7 CLOSEOUT SUBNIITTALS �NOT USED] 1.8 MA�NTENANCE MATERTAL SY7BMITTALS jNOT USED] 1.9 QUALITY ASSURANCE [NO'T IISED] 1.10 DELYVERY, STORAGE, AND HANDLING [NOT US�D] 1.11 FIELD [SITE] CONDITIONS �NOT USEDj 1.1� WAHRANTY [NOT IISED] PA,RT 2 � PRODUCTS [NOT [15ED] PART 3- EXECIITION jNOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PRE�'ARATION [NOT USED] 3.�1 ZPISTALLATION A. Temporary Facilities 1. Maintain aJ.l temparary facilities for duratzan of construetion activities as needed. 3.5 [REPAIR] 1 [RESTORATZON] 3.6 RE-Il�TSTALLATION 3.7 FIELD [oR] SITE Q[JA.LXTY CONTROL [NOT USED] 3.8 SYSTEM STARTiTP [NOT USED] 3.9 AD,T[TSTING [NOT iISED] 3.14 CLEAIVING �NOT USED] 3.11 CLOSEOUT ACT�TYES A. Temporary �acilities G1TY OF FOR'i' WORTH DRAINAGE IMAitOVEMCNTS FOA LEHOW CHAIVNCL AT 28TH ST. STANIi ARD COi+(STRUCTION SPHCIk'ICATIO�I DOCUM�NTS CIT'Y PR07ECT NO. 103052 ReYised 3uly 1, 201 l o� saoa-a TEMPORARY FACILTTIES AND CONT1tQJ.=S Page 4 of 4 1. Remove all temporary facilities and re5tore area after campl�tion bf tlae Wark, to a condition equal to or b�tter than prior to start of Work. 3.1.2 PROTECT�ON [NOT USED] 313 MAINTENAN�E [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION C[TY aF FORT'4�TORTH DRAINAGE IMPROVE1biENTS FOIt LEBOW CHA3�INEL AT 2$TH ST. STAAFDARD CONSTRUCTION SPEC[FICATIOlV130CUMENTS CI'PY PROdECTNO. 103052 RevisedJuly 1, 2Ul l Ol 55 2b -1 STREET US6 P8R[tiA1T AND MODIFICATIONS TO TRA.FP[C CO3�fTROL Page 1 of 3 1 SECTi ON 01 55 26 2 STREET USE Q�RMIT AND MODIFICATI�NS TO TRAFFIC CONTROL 3 PART 1 � GII�'R.AL 4 1.1 SLTMLVIARY S A. Section includes: 6 1. Adtz�inistrative procedures for: 7 a. Street Use Perrnit 8 b. Mod:ifzcation of approved traffic eontrol 9 c. Remot�al of Street �igns 10 B. Deviations from this City of Fort Wot�h Standard Specification 11 1. None, 12 C. Related Specification Sections include, but aa-e not necessarily Imiited to: I3 1. Division 0— Biddir►g Requ�rements, Contract �orms and Conditions of the Con.kxact 14 2. Division 1— General Requirer.nenks 15 3. Saction 3k� 71 13 — Traffic Control 16 1.� PRICE AND PAYII�NI' PROCEDi]RF�S 17 A. Measurement and Payment 18 1. Work associated with this Itenn is considered subsidiary to the vaz'ious Items bid. 19 No separate payment will be allowed for this Itern. 20 1.3 REFERENCFS 21 .A.Reference 5tandards 22 1. Refez'ence standards cited in tivs specif`ication refer to the euzrent z'efere�ce standard 23 published ar the time of the latest revi�ion date logged at the end nf this 24 specification, unless a date is specrfica]Iy cited, 25 2. Texas Manual on Un�iform Traffic Control Devices (TMi.TTCD). 26 1.4 ADNIIlVISTRATIVE REQLTIRIlViINTS 27 A. Traffic Control 28 l. General 29 a. Contractor shall msnut�ize lane elosures and impact to vehictilarlpedestrian 3p traff�c. 31 b. When kraffic controlplans aire included in the Drawings, provida Traffic 32 eontral in accordance with Drawings and Section 34 71 I3. 33 c. When tra�'fic contrqlplans arenat �ncluded in the Drawings, prepare tz'affic 34 cflntrolplazzs in accordance with Section 34 71 13 and submit to City for 35 review. 36 1) Allow nr�inimum 10 warkuig days for review of proposed Traific Cantrol. C1TY OF FORT WORTH DRAINAGE IMPROVEMENTS FOR LEBOW CIIANNEL AT 28TH ST, STANDARD CONST'IZUCTION SPEGiF1CATION DOCUNiEN'I'S C1TY PRDTEC'I' NO. 1 Q3U52 Revised M�u�ch 22, 2U21 ai ssz�-2 STREET [}SE PERMTT AND MODIFICATIONS TO TRAFFIC COi�TROL Page 2 of 3 l 2) A traffic control "Typical" published by City of �'oy�t Worth, ihe Texas 2 Manu� Unif'ied Traffic Control Davices {TMUT'CD) or Texas Department 3 of Trazksportation (TxDO"I'� canbe used as an alternative to preparing 4 project/site specific traffic controlplata ifthe typical is applicable to the 5 speciiic project/site. 6 B. Street Use Permit 7 1. �rior to installation af Traffic Control, a Ciry Street Use Permit is requ'vred. 8 a. To ohtain Street Use Perz�.it, submit Traffic Control P1ans ta City 9 Transportaiion and Public Works Deparirnent. 10 1) AlIow amin�num of 5 vvorking days for permit revze�v. f 1 2) It is the Contractor's responsibiJity to coordinate review of Traffic Cont�ol 12 plarjs for Street Use Permit, s�ch that construction is nat delayed. 13 C. Modit"�cation to Approved Traffic Control 14 1. Priar to instauatzon traffic control: 15 a. Submit revised �a affic control p]ans to City D�partment Transportation and 16 Fulalic Works Department. 17 I) Revise Traf�c Controlplans in accardance with Section 34 7I 13. 18 2} Allow minimuxn 5 working days for review o£revised Traffic Conixol. i9 3) It is the Contractor's responsrbility to coardmate review af Traf�c Control 20 plans for Street Use P�rm.it, such that cnnstruction is not delayed. 21 D. Removal of Street Sign 22, 1. If it is determined that a street sign must be rernoved for con�trt�ction, then contact 23 City Trazzsportation and Public Works Department, Signs and Markings Division to 24 remave the sign. 25 E. Temporasy Signage 26 1. In the case of regula#ory signs, replace permanent sigr� with teznporary sign meeting 27 requirements of the latest edition of �e Texas Manual on Uniform Traffic Control 28 Devices (NIUTCD}. 29 2. Install temporary sign before t�e rexno�al af gerrnar�ent sign, 30 3. When construction is camplete, to the extent that the per�at�en.t sign cau be 31 reinstalled, contact the City Transportation and Public Works Department, Signs 32 and Markings Division, t4 reinstall thepernnanent sign. 33 F. Traffic Control Standards 34 l. Traffic Control Standards can be found an the City's website. 35 i.5 Si7SMITTALS [NOT USED] 36 A. Submit a�l required doeumentation �o City's Pro�ect Representatxve. C1TY OF FORT` WORTH DRAINACrE jMPROVEMENTS FC7R LBBOW CfIATINEL AT 28TH ST. ST'ANBr1RD CONSiRIfCI'ION SPEC]F1C:A1'idN DOCUNiEhII'S CITY PR07EGTNO. ]03052 i2evised Mmc1� 22, 2021 fl] 5526 -3 STREET USE 1'ECtIvIIT AND MODIFICATIONS TO TRAPFTC CONTROi. Page 3 of 3 1 �.6 ACTION SUSNIITTALSIINi"ORMATIONAL STJSNIITTALS [NOT LiSID] 2 L'� CLOSEOUT SLIBMITTALS [NOT USEDJ 3 I.S MAIN"1'�'N,ANCE MA'ITRIAL �LIBNIITTALS [NOT USID� 4 1.9 QUALITY ASSLTR�NCE [NOT USID] 5 1.10 DELiVERY, STORAGE, AND HA.NDLXNG [NOT USID] 6 1.11 F'IELD [SITE] CONDITiONS [NOT USED] 7 1.12 WARR�NTY [NOT LTSID] 8 PART 2- PRODUCTS [NOT USID] 9 PART 3- L'X�'.CUTION [NOT USID] �a 11 END OF SEC`IiUN Revision I,og DATE NAME SUMMARY OF CHANGL 1.4 A. Added language to eanphasize minimizing of lane closures and imgaet to traffie. L4 A. 1. e. Added language to allow for use of published lraffic control "'T'ypicals" i 3/22/2021 M Owen app�acahle tn specific prajectlsite. 1.4 F. 1) Remaved reference to Buzzsaw 1,5 Added language re: suEunittaI ofpermit 12 CTl'Y OF FORT WQRTEI DRAINAGE IMPROVENIE.IV'�8 FOR LEBOW CHAAINEL AT 2$TH 3T. STANDARD CONST&[7GTIOiV 5I'�ClF1CATIQN DOCUMF:[Y1'S CiTY PR07ECTT�O. 103a52 Revised ivi�'dt 22, 2021 01 57 13 - l STORM WATER POLLUTION PAEVENTIQN Pnge 1 of 3 �ECTION O1 �'� T3 STORM WATER 1'OLLUTION PREVENTION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Starm Water Pallution Prevention Plans B. Daviatians from this City of Fort Wot�h Standard. Specification 1. None. C. Related �pecification Sectinns include, but are not necessariIy lamited to: 1. Division fl— Bidding Requireznents, Contract Forms and Condition5 of the Contract 2. Di�ision 1-- G�neral Requirements 3. Section 31 25 QO — Ezosion and Sediment Cantxol 1.2 PRiCE AND PAYMENT PROCEDC7RES A. Measurement �nd Payment 1. Consiaruction Activities resultin� iz� less than 1 acre of disturbance a. Work assaciated with this Itern is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Acti�ities resulting in gr•eater than 1 acre' of disturbance a. Measurement and Payzx�ent shall be in accordance with Section 31 25 00. 1.3 REFERENCES A. Abbreviations and Acronyzz►s 1. Notice of Intent: NOI 2. Notice of Termination: NDT 3. Storm Water Pollution Prevention Plan: SWPI'P 4, Texas Commissio�. on Environmental (�uality: TCEQ 5. Natice of Change: NOC A. Reference Standaxds 1. Reference standards cited in this Specification refer to the current reference standard published at the time of t�e latest revzsion date logged at the end of this Specificataon, unless a date is specifically ciYed. 2. Integrated Storm Management (iSWM} Technical Manual for Construction Cont3rols �.4 ADMINISTRA.TXVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued assaciated with compliance to Storrnwater Pollutian Prevention Plan. C1TY OF FORT WORTH DRAINAGE IMPROV�METITS FOR L�OW CHANNEL AT 28TH ST. BTANDARD CONSTRUCTION SPECIFTCATTON DOCLJMENTS CITY PR07EC`C iVO. 103052 Revised 3e�ly 1, 2D l 1 nts�i3-z STOItM LVATER POLLUTION PREVENTION Page 2 af 3 B. Canstru:ction Activities resultiug in: 1. Less than 1 a�cre of distuz'bance a. Provitie exasiot► and sediment conirol in accordanc� with Section 3 f 25 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Eliminatian System (TPDES) General Constnuciian Perrt�it is required b. Ca�plete SWPPP in accordance with TCEQ requirements i) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at joh site b} Priar to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public �i7orks, Environmental Division, (817} 3�2- �088. 2) Provide erosion and sediment conttol in accordance with: a} Section 31 25 QO b) The Drawings c) TXR150000 General Permit ci) SWPPP e) TCEQ requi�ements 3. 5 acres or more of Disturbance a. Texas Poflutant Discharge Elimiination System (TPDES) General Construction Permit is required b. Complete SWPPP iz� accordance wit11 TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign andpost at�ab site b) Send copy to Czty Department ofTransportation and Public Works, Environmental Division, ($1T) 392-6088. 2) TCEQ N�tice of Change required if malcing changes or updates to NOT 3) Provi.de erosion and sedim�ni control in accordance with: a) Section 31 25 00 b) 'I'he Drawings c} TXR150400 General Perm.it d) SWPPP e} TCEQ requirements 4) Once the project has been cornpleted and all the closeout requirements of TCEQ l�ave been nnet a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transgortation and Publie Warks, Environnnental Division, (817) 392-6088. 1.5 SUB11uTTALS A. SWPPP 1. Submit in accordance with �ection 01 33 00, except as stated herein. a. Prior to ihe Precanstruction Meeting, submit a draft copy of SWPPP to the City as foliows: 1) 1 copy to the City Project Manager a) City Praject Manager will forvaard to t�e City Deparlxnent of Transpoita�ion and Public Works, Enviranmental Divisinn fot revievv CITY Ok' FORT WOR'PH DRAINAGE IMPROV��vIENTS FOR LEBOW CHANIVEL AT 28T[3 ST. STANDARD CDIYSTRUCTIDN SPECIF'ICATION DOCi3MBAfTS CITY PR07ECT NO. 103052 Revised Jnly l, 201 I Ol 57 E3 -3 STORM WATEFZPOLLi1TIONPREVBNTION Page 3 of 3 B. Madified SWPPP 1. If the SWPPP is revised during canstruction, resubmit modified SWPPP to the City in accordance vvith Section Q1 33 00. l.6 ACTION SUBMITTALSCIN�'�RMATIONAL SUBMITTALS �NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT U,S�D] 1..$ MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1,9 QiIALITY ASSURANCE [NOT T]SED] 110 DELNERY, STORA.GE, AND HANDLING [NOT USED] L1I FIELD [SITE] CONDXTXONS [NOT USEDj 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION {NOT USED] END OF SECTION Revision Lag DATE NAME ST.JMIVIARY OF CHANGE CTTY OF FflR'T` WORTfi DRAINAGE TMPROVEMENTS �'OR LEBOW CF#ANNEL AT 28TH ST. STANDAR_D CdNS'i'RiICT10N SPECIF[CATIDN DOCiJM�NTS CITY FR07ECT AIQ. 103052 Revised duly l, 2011 015813-1 TEMPOIi1�RY PItO.TECT 51G3+fAGE Rage I of 3 SECTION 01 �S 13 TEMPORARY PR�JECT SIGNAGE PART 1 - GENERAT, 1.i SUMMARY A. Section Tncludes: 1. Tempoz'ary Praject Signage Requirements B. Deviations frotn tt►is City of Fort Worth Standard Specification 1. None. C. Related Specification Sections. include, but are not necessar�iy limited to: 1. Di�ision 0— Bidding Requiz'ements, Contract Fotms and Canditions of the Cant�aet 2, Divisian 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Pay�nr�ent l. Work associated with this Item is considered subsidlary to the variaus Iterns bid. No separate payment will be allowed for this Item. 1.3 RE�'ERENCES [N�T USED] 1.4 ADMINISTRATIVE REQUTREMENTS [NOT USEDj 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUEMITTALS/IIVFORMATIONAL SUBMITTALS [NOT USED] 1.'7 CLOSEOUT SUBIVIITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBNIITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELXVERY, STORAGE, AND HANDLING [NOT USED� 1.i1 FIELD [SITE] COND�TIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - �'RODi1CTS 2.1 OWNER-TURNISHED [oR] OWNER-Si7PPL�EDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODi7CT TYPES, AND MATERIALS A. Design Ctiteria 1. Pro�ide free standing Project Designation Sign in accaxdance with City's Standard Details �or project signs. CITY OF' FORT WORT�I DRAI�fAGE IMPR4VEMENTS FORLEBOW CHANNEL AT 28TH ST. STANDARD CONSr['AUCTION SPECif'ICATi�N ]70C[TMENTS CITY PR07ECT NO. ] 03052 Revised 7aly l, 2011 oi ss i3 - z TEMPORARY PROJECT SiGNAGE Page 2 of 3 S. Materials 1. Sign a. Constructed of 3/4-inch fir plyvaood, grade A-C (e;�terior) or bettar 2.3 ACCES�ORIES [NOT USED] 2.4 SOLTRCE QUALZTY CONTROL [NOT USED] PART 3 - EXECLTTION 31 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT LTSED] 3.3 PREPARATION [NOT �CTSEDj 3.4 INSTALLATION A. General 1. Pro�ride vertical installation at extents of project. 2. Relocate sign as needed, upon request of the Cii}J. B. Mounting aptions a. S�ids b. Posts c. Barricade 3.5 RE�A�R 1 RESTORATION [NOT USED] 3.6 RE-INSTALLATION jNOT USED] 3.7 FIELD �aR] SITE QUALITY CONTROL �NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 A,DJUSTll�iG [NOT USED� 3.10 CLEANING [NOT U�EDj 3.11 CLOSEOi7T ACTIVITI�S [NDT USEDj 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE A. General 1. Maintena�ce will include painting and repairs as needed or ciirected by the City. 3.1�t ATTACHMCNTS [NOT iTSED] END O�' SECTION CITY O.F FORT WORTIi DRAI�IAG� IMFRDVEMENTS FOR I.EBOW CHANI�EL A'C 28TH 3T. STA�fDARD CONSTRUCTION SFEL'JFICATION DQC[.]MEIVTS GITY PROSECT NO. 103052 Revised July l, 201 L O15813-3 'TEMPOR.ARY PRQdECT SIGt�AC}E Page 3 of 3 Revis�on Log DATE NAIVi� SUIVIMARY OF CHANGE C1TY aF FORT WDRTT-I bRAINAGE !IVlPRO'VEMENTS FOA LE.BOW CHANNCL AT 28Tki 5T. STANDARD CONSTRUCTION SPECIFIC?.TION DOCUM�NTS CITY PR�JECT NO. 103052 Revised July 1, 20l l O f 60 00 PRi71lUCT REQUIREMENTS Page 1 of 2 SECTTON 01 60 00 PRQDUCT REQiJIREIviENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. References for Praduct Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Speci%cation Sections include, but are not necessarily limited ta: 1. Divisian 0—Biddaing Requuements, Contract Forms and Conditions ofthe Contract 2. Divisi�n 1— Genaral Requirements L2 PRICE AND PAYMENT PROCEDITRES [NOT USED] 1.3 REFERENCES [N�T USED] 1.4 ADMINISTRA�IVE REQUIREMENTS A. A list of City appro�ed products for use is available through the City's website at: �ttps:llapps.fqrtwarthtexas.gavlProjectResourcesl and foliowing the dizectory patu; 02 - Construction DocuinentslStandazd 1'roducts List B. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use ontY�e Fraject. 1_ Any subsequently app:roved products wiIl on.iy be allowed for use upon specific approval by th� City. C. Any specific groduct requirements in the Contract Docutnents supersede similar products included on tlae City's Standard Product List. 1. The City resez'ves the right to not allow products ta be used far certain proj ects even though tk�.e product rs listed on the City's Stan.dard Product Lisi. D. �.lthough a speciiic product is inciuded an City's Standard Pzaduct List, nat all products from that manufacturer are approved for use, including but not limited to, that manufactuz'er's standard product. E. See 5ection a 1 33 00 for submittal requirerr�ents of Praduct Data included on City's Standatd Product List. 1.5 SUBMITTALS [NOT USED] ].6 ACTION SUBIVMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOIIT SY]BNIITTALS [NOT LTSED] 1.8 MAINTENANCE MATERIAL SLiB1VII�TALS [NOT i7SED] 1.9 QUALITY AS�IIRANCE [NOT USED] CITY OF FORT W012Tf3 DRAINAGE IMPROVEMENTS FO[i LEBOW CH�NNEL AT 28TH ST. STANDARD CONSTRUCTIOIY SPECIFLCATFONDOCUMENT3 CITYPR07ECTN0. 1R3052 Revised Ma�cl� 9, 2020 ai 6a aa PROI3UCT REQUIlZEME�VTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND I�ANDLING [NOT USED] 1.11 FIELD �SITE] CONDITIONS [NOT USED� 11� WARRANTY [NOT IISED] PART 2 - PRODUCTS [NUT USED] �ART 3 - �XECLTTTON [NOT USED] END OF SECTIDN Re�ision Log DA'I"E NAME SUMMARY OF CHANGE 1D112112 D. 7ohnson Modified Location of Cit}+'s Standard Produat List Ramqved refer8nce to Buzzsaw and aoted that the City approved products ]ist is. 3J912020 D.V. Magana accessible through the City's website. C1TY QF FORT GVORTH BRAINAGE IMPRqVEMENTS FOR LEBOW CHANNEL AT 2$TH ST. STANDARD COI�STRi7CTI035I SPECIF'IC.�TION DOCUMENTS C1TY PROIECT N�. 1Q3Q52 Revised Ma�ch 9, 2020 o�66ao-i P[tODl3CT STOIiAGE AND Ht�NDLING REQLTIl2EIVIENTS Page 1 af 4 SECTION 41 66 00 PRODUCT STQRAGE ANi] HA.NDLING REQUIREMENTS PART1- GENERAL l.l �UMMI�RY A. Section Includes: 1. Scheduling of praduct delivery 2. Paelcaging of products for delivery 3.. Protection of products againsC damage frocn: a. HandIing b, Exposure to elements ox harsh environments B. Deviations from this City of Fort Worth Standard 5pecification 1. None. C. Related Specification Sections include, but are not necessarily limited to: I. Divisian 0-- Bidding Requirements, Contract Fortns at�d Canditi.ons of the Contz'act 2. Di�ision 1-- G�n.exal Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurernent and Payment S. Work assaciated with this ite�n is considered subsidiary to the various Ztenas bid. No sepaz'ate pay-tnent will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS �NOT USED] 1.5 SUBMITTALS [NOT i7SED] l.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] �.7 CLOSEOUT SUBMXTTALS [NOT i7SED] 1.8 MAINTENANCE IVMATERIAL SUSMITTALS [NOT USEDj 1..9 QUALITY ASSLiRANCE [NOT US�D] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow titx�ely installation a;n.d to avoid prolonged storage. 2, Prpvide appropriate p�rsonnel and equipment to receive deliveries, 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipt�ent ta recei�e the deli�ery. C1TY OF FOAT ViFORTH I]RAINAGE IZvfPItOVEMENTS FOR LEBOVI� CHANNEL �1T 2$TH ST. STANDARD CONSTRUCTIOI+i SPECIFiCATION DOCUMSNTS CITi' PROTECT NO. 1 Q3U52 Revised 7uly l, 2U11 O1 b60p-2 PRUDUCT STORAGE AND HANDLING REQl1IREMENTS Page 2 of 4 4. Deliv�r products or equipmenk in manufaeturer's original unbroken cartons ox other containers designed and constructed to protect tl�e contents from physical af envirotunental damage. 5, Clearly and fully mark and identify as ta manufacturer, item and installation location. 6. Pz'ovide manufacturer"s instructions for sta:rage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Conttact Dacuments and manufacturer's recommendations and instructions. C. Starage Requirements I. Store materials in accordance v,�ith manufactut�er's recamm.endations and requirements af these Specificatians. 2. Ma.ke necessary provisions for sa�e storage af materials and equipment. _ a. Place lnose soil rnatetials at�d materials to ba incorporated into Work to pz'e�vent dazx�age to any part of Work or ea�isting facilities and to maintain free access at all times ta ajl parts of Work and to utility service co�npany installa�ions in vicinity of Wark. 3. Keep znaterials and equip�nnent neatly and compactly stored in lacations that will cause minimum incax��enience to other contx'actors, publie #savel, adjoining owners, tenants and occupants. a. Arrange siorage #o provide easy access far inspection. 4. Restrict storage to areas avaiIable on constructian site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide aff site storage and protection when on-site starage is not adequate. a. Provide addresses of and access to off-site starage locations for inspeetion by City's Project Representative. �. Do not use Lawns, grass plots ar other private property for storage purposes without written pert�aission of awnex or othex persan in possession or cantrol of premises. 7. Store in naanufacttuers' unopened containers. 8. Neatly, safely and campactly stack materials delivered and stored along line of Work to avaid inconvenience and darr�age to property owners and general public and m.aintain at least 3 feet from f�re hydrant. 9. Keep public and private d��veways and street crossivags open. 10. Repair or replace damaged lawns, sidewalks, streets or oftier impravements ta sat�sfaction of Cifiy's �'rojeet Representatit�e. a. Total length which materials may be d'zstributed along route of construction at one time is 1,Od0 linear feet, unless oihez�ise approved in writing by City. 's Proj ect Representative. �1TY OF �ORT WORTH DRAINAGE IMPROVEIVI�.NTS Fplt LEBOW CHANNEL AT 28TH ST. STANDARU CDI�STRUCTION SPECiFICAT[ON DOCUMEIVTS CIT`Y PRO]�ECT NO. 103RS2 Revised 7uly 1, 2011 O16600-3 PRODi7CT STORAGE AND HANDLIi�[G REQUII2_EMENTS Page 3 af 4 1.11 �'IELD [SITE] CONDIT`IONS [NOT USED] 1.12� WARRANTY [NOT USED] PART 2 - PRODIICTS [NOT USEDj PART 3 - EXECIITION 3.1 INSTALLERS [NOT USED] 3.� EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3,4 ERECTION [NOT USED] 3.� REPAIR ! REST�RATION �NOT U�ED] 3.6 REMIN�TALLAT�ON [NOT USED] 3.7 FrELD [on] SITE QUALITY CONTROL A. Tests and Insp.ectians 1. Inspect alI producis or equipment delivered to the site prior to unloading. B.. Non-Conforming Work 1. Reject a11 products oz' equipment that are darnaged, used or in any other way unsatisfactory foz' use an the project. 3.8 SYSTEM STARTIIP [NOT USED] 3.9 ADJLTSTZNG [NOT IISEDj 3.10 CLEANING �NOT iTSED] 3.11 CLDSE�XJT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products ar equipment in accordance with manufactw'er's written d'u�ctions. B. Store products or equipment in lacation to avoid physical damage to items while i� starage.. C. Protect �quipment from exposlue to elements and keep tharaughly dry if required by the manufactut'er, 3.13 MAXNTENANCE [NOT USED] 3.14 ATTACHMENT� �NOT USED] END OF SECTION CITY OF FORT WORTI-j DRAINAGE IlWIYRQVEME3VT5 FOFt LEBOW CHAIVNEL AT 281'�I 5T. STANDARB CONSTRZICTION SPECiFICATIONBOCUM�NTB C1TY PR07ECT NO. 103652 TLevised 3u1y 1, 20l 1 ni66ao-4 PROIJUCT STORAGE AND HANDLING REQ[SIRE�v1E�VTS Page 4 af 4 Revision Log DATE NAME SUIVIMARY OF CHANGE CiTY OP PORT WORTH DRAINAGE 1MPROVEMENTS FOR L�BOW CHl�NNEL AT 28TH ST. STA]�DARa CONSTRUCTION 9PECIFIC`ATIiJi�I DOCU14iENTS C1TY PR07ECT NO. 103052 Revised July 1, 2�1 l 01 70 O(l - l MOBILIZATION AND REMQBiLIZATION Page L of 5 l 2 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 ll �a 13 1 �4 IS 16 17 18 19 24 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 46 4� 42 43 44 45 SECTION 4l. 'IQ DO MOBILIZATION AND REMOBILIZATION A. �eetion Tn.cludes: � 3, Mo6ilization and I�emobilization a. Mabiiization i) Transportation of Conttactar's personnel, equipnnent, and operating supplies to the Site 2} Establishment of necessary general facilities for the Con�actar's operatian at the Site 3) Premiuxns pazd far performance and paymient bonds 4) Transportatian of Contractar's personnel, equipment, and operating supplies to anathez' locaiion within the designated Site 5} Reiocatzon nf necessary general facilities for the Contractor's operation fzorn 1 location to anather location on the Site. b. Demobilization 1) Transporkation of Contractot�'s personnei, equipment, and nperating supplies away fiom the Site including disassembly 2) Site Clean-up 3} Remo�al of all buildings andlor other facilities assemhled at the Site far this Contract c. Mobilization and Derr�obilization do not include activities far spCciiic iie�s of work for which payment is provided eLsewhere in tt�e coniract. Remobilization a. Remobilization for Suspension of Work specifically required in the Gontract Documents or as required by City incl�des: 1} Dem.obilization a) '1'ransportation of Contractax''s personnel, equipment, and operating supplies from the Sit� including disassemhly or temporarily securing equiprnent, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b} Site Clean-up as desiguatcd in the Contract Dacuments 2} Remobilization a) Transportation of Contractor's persannei, equip�ment, $nd aperating supplies to the Site necessary to resume the Work. b) Establishment of necessary generai facilities for the Cantractor's operation at the Site necessary to resume the VVork. 3) No Payinents wi11 be made for: a) iVlobilization and Demobilization fi'am one loeation to another on Che Site in the normal progress of perforrning the �Varic. b} Stand by or idle time c) Lost profits Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilizatzan C1TY OP FORT WORTH DTtA1NAGE ilVIPROVEMENTS FbR L�X30W CHANNEI. AT 28T" ST. 5TANDARD C()1d5TRUCTION SPBCIFICATIOIV DOCUMENTS CITY PRd]BC'i NO. 103052 Revised Navembe� 22, 201G 01 70 00 - 2 MOBILIZATIO]�I A.ND CtEMOBILiZAT103V Page 2 oC 5 2 3 4 l0 I1 12 13 14 15 I6 17 i8 19 20 21 22 23 i) Mobilization shall consist of the aciivities and cost on a Wark Order basis neces.saty �or: a) Transportation af Contractor's personnel, equipment, and aperatiz�g supplies to the Site for the issued Work Order. b) Establishmen.t of necessary general facilities for the Contractor's operation at tia0 Site for the issued Work Order 2} Detnobilization shall consist of the activities and cast necessary for: a) Transportation of Cantractor's persannel, equipment, and operating supplies firom the Site including disassembiy for each issued Work Order b} Site Clean-up for each issued Work Order c) Removai of all buildings ax other faeilities assembled at the Site for each Work Order b. Mobilizatian and Demabilization do not include activities for specific items af wo�-k fox which payment is pravided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization for Miscellaneous Pro3ects a. A Mabilization for Miscellaneous Projects w�en diz-ected by the City and the mpbilization occurs within 24 hours af the issuan.ce af the Wark Order. B. Deviations &om this City of Fort'VVortih Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: I. Division 0— Bidding Requiremenis, Cantract �'or�ns and Condi#ions of the Contract 2. Division 1— General Requirements 24 1.2 PRICE AND PAYNiENT PRQCEDURES 25 A. Measurement and Pay:rnent [Consult City Department/Dxvisian fo� direction on if 26 Mobilization pay item. to be included or the item should be subsidiary. Include the 27 appropriate 5ectian 1.2 A. 1.] 28 I. 1Vlobilization and Demobilization 29 a. Measure 30 1) This Item will be measured by the lump sum or each as thc work 3 � progresses. Mobilization is calculated on the hase bid only and will nat be 32 paid for separatety on any addi�ive alternat� iterns added to the Cantract. 33 2) Demobilization shall be considered su6sidia�y to the various bid items. 34 b. Payinent 35 1} Foc this Item, the adjusted Contract amount will be calculated as the total 3� Cnntract amount less the lump sum for mobilzzation. Mobilization shall be 37 made in partial payznents as foIlows: 3g a) When 1% of the adjusted Contract amount far construction Items is 3.9 earned, SQ% of the mobilization lump sum bid or 5% af the tatal Gantract 4D amount, whichever is less, will be paid. 4� b) When 5% of the adjusted Cont�'act amount for �onstructaon Items is 42 earned, 75% of the mobilization lump sum bid or S% af tl�e tatal Contract 43 amounf, �vhichever is Iess, will be paid. Previous payments under the Item 4.4 will be deducted fro�n this aznaunt. CITY OF FORT WQRTH DRAINAGE INiPROVF.MENTS �'OR LEB014' CIiAI+[N EL AT 2$T" ST, STA1�i�ARD CONSTRUCTI�N SPECIFICATIOi� DOCUNiENTS CITY PR03ECT NQ. 103Q52 12evised Novemhet 22, 2016 Ol70DO-3 MOBILI7ATI4N AND REMO$LLIZATTON Page 3 of 5 1 c) When 10% of the adjusted Contraet amaunt for cons�ruction Iten:zs is 2 earned, 100% of the mobilizaiion lurnp snm bid or S°/n of the total Contract 3 aznoutat, whichever is less, will he paid. Previous payments u�der the Item 4 will be deducted from this amot�nt. 5 d) A bid containing a total iar "Mobiliza�ion" in excess of �% af total b contract shall be cnnsidered unbalane�d and a cause for consideration 7 �f re�eetion. S e) The Lump Suna bid for "Mobilization — PavinglOrainage" shaii NOT 9 include any cost or sum for rnobilization items associated with 10 waterlsewer ite�s. Those costs shail be included in the various 11 waterlsewer bid Items. Otherwise the bid Items shafl be considered 12 unbalanced and a cause for consideration nf rejectian. 13 � The Lump Sum i�id for "l.Viobilizatifln -- Paving" shaD NOT in�elude 14 any eost or sum for mobilizaEion items associated with drainage items. l5 Those costs shali he ineluded in the "Mobilization — Drainage" Lump 16 Sunn bid Ttem. Otherwise the bid IEe�ns shall be cansidered unbalanced 17 and a cause for consideration oirejeetian. 18 g) The Lump Sum hid for "Mobilizat'ron — Drainage" sha1� N�T I9 include any cost or sum for mobilization items assaciated wiYh paving 20 items. Those cos�s shall be iucluded in the "Mobilization — Paving" 2l Lnmp Sum bid Itena. Othei-r'vise fhe 6id Items shali be considered 22 unhalanced and a eause for consideration of rejechon, 23 2} The work performed ar�d materials furnished for d�mobilization in 24 accordance with tb.is Itezn are subsidiary to the variaus Items bid and no other 25 compensation will be aliowed. 26 2. Remobilization fox suspensian of Work as speci�cally t'equired in the Contract 27 Documents 28 a. Measur�ment 29 1} Measwrez�ent for this Item shall be per each remobilizatian parfa�ed. 36 b. Paym�ent 3I 1) The work performed and materials furnished in accordanc� �n+ith this I�em 32 and measured as providedunder "Measurement" will b� paid for at the unit 33 price per each "5peciiied Remobilization" in acca�dance with Contraci 34 Documents. 3S c. The priee sha11 include: 36 1} Demobilization as described in Seciion 1.1.A.2.a.1) 3'7 2) RemobiIization as desczibed in Section 1.1.A.2.a,2,) 38 d. No payments will be 1x�ade for standby, idle tune, or lost prof ts associated this 39 Item, 40 3. Remobilization for suspension of Work as required by Ciiy 41 a. Measurement and Payzn�.ent 42 1} This shall be suhmittEd as a Contract Claim in accardance with Ariicle IQ 43 of Section a0 72 00. 44 2) No payments will be made for standby, idle time, or lost profts associated 45 with this Item. �6 4. Mobi.lizations and Demobilizations for Misce�laneous Projects 47 a. Measurement 48 1) Measurement for this Iterra shall be for each Mobilization .and 49 T]emobilization required 'by the Contract Documents CITY OF POR'I' WOI2TH DRAINAGE LMPROVEMENT3 FOR LEBQW CHANIVEL AT 28T" ST, STANDAItD CONSTRUCTTON SPECIFIGATIQN DOC[.]1VIEN'I'S CI'f`Y PRd.T�CT NO. 1fl3052 Revised November 22, 2016 017000-4 MOBll.IZATiOiV AI�ID REhfOBILIZATION page 4 of 5 1 2 3 4 S 6 7 8 9 10 11 � c. d. Payment 1) The Work pe�£o�aa.ed and rnaterials fuxnished in accorda�r�ce with this Item and measured as provided under "Measurernent" will be paid for at tlse unit price per each "Work Order M�bilixation" in accordance with Contraci Documents. Demobilization shall. be cansidered subsidiary to rnobilization and shall not be paid for separately. The price shall include: 1} Mobilization as described in Seetion 1.1.A.3.a.1) 2} Demobilization as descr�bed in Section 1.].A.3.a.2} No payments will be made for standby, idle time, or Iost profits associated this Item. 12 13 14 15 16 l7 18 19 2a 2I 22 23 24 25 26 5. Emergenny Mobili.zations and Demobilizations for Misc�llaneous Projeets a. Measurement 1) Measurement far tb.i.s Item shall be for each Mobilizatian and Demobilization required by the Contract Documents b. Payment 1) The Work perfprmed and materials furrsished in accordance with this Item and measured as pravided under "Measurement" will b.e paid far at the unit price per each "VWork Order Emergency M�bilization" in aceordance witl� Contract Daeuments. Demobilization shalI be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include 1} Mobilization as descri6ed in Section 1.1.A.4.a) 2} De:tr�obilization as described in 5ectian 1.1.A.3.a.�) d. No payments will be made fqr standby, idle time, qr lost proiits associafed this Iterp. 27 1..3 REFERENCES [NOT USED] 28 l.4 ADMINI�TRATIVE REQU�REMENTS [NOT LTSED� 29 1.5 SUBMITTALS [NOT I7SED] 30 1.6 INFORMATIONAL SIIBMITTALS [NOT USED] 31 1.7 CL�5EOUT SU6MITTALS [N�T USED] 32 1.$ MAINTENANCE MATERXAL Si7B1VIITTALS [N�T USED] 33 1.� QUALITY AS�SURANCE [NOT USED] 3� 35 1,1.0 DELIVERY, STORAGE, AND AANDLING [NOT X7SED] i.lX FiELD [SZTE] CONDITIONS [NOT USED� 36 1.1.2 WARRANTY [NOT USED] Cli'Y DF FORT WORTH DRAINAGE i14fPROVE31�fEFYTS FOR LEB04�1 CI-IANNEL AT 28T" 5T. STANDARD CONSTRUCTION 5P�CIFICATIUN DOCiJMENT5 CITY PR07ECT NO. 103052 Revised November 22, 2016 017D00-5 MQBILIZATION AND R�MOBII..IZATION Page S o� 5 1 PART 2- PR4DUCTS [NOT USED] 2 PART 3- EXECUTION [NOT USED] 3 END OF SECTION 4 Revision Log DATE NAME SUMMARY OF CHANGE L 5/22/16 Michaei Owen 1.2 �rice and Payment Procedures - Revised specifcation, including blue text, to e specification flexible for eiEher su6sidiary or paid hid item for Mo6ilization. CITY OF FO�T WORTH DI2AINAGE IME'ROVEMENTS �Oit LEBOW CHANNEL ,P.T 28T" ST. STANI7ARD CONSTRWCTIOi�I 5PECIFICATTQN DOCUMEN'I'S CIT`Y PitO]ECT 3VQ. 103052 Ravised Navembe� 22, 2016 017123-1 CONSTRUCTION STAKING.a.3�ID $UI�VEY Page 1 af 8 SECTI�N 01 il 23 CONSTRUCTTON STAKINC AND SURVEY PART 1 - GENER.AL 1.1 SiIMMARY A. Sectian Zttcludes; 1. Requirements for constnFction staking and construction suroey B. Deviations from this City of �flrt Warth Standard Speeification l. Nane. C. Related Specificatian Sections include, but are not necessaxily limited to: 1. Divisian 0— Bidding Requirements, Contract Forn�s and Conditions flf the Contract 2. Divieion 1— General Require�nents 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1, Constructian Staking a. Measurement I) Measurement for this Item siaall be by lurnp svm. b. Payment 1) The wark performed and the rnaterials funushed in accordance with this Item shaIl be paid for at the lump srun price bid for "Construction �taking". 2} Payment for "Constrctction Staking" shall be made in partial payments prarated by work coanpleted compared to total wark includsd in the lump sum it�rn. c. The price bid shall irzclude, but not be lirnited to the following: 1) Verification of �antral data provided by City. 2) Piacement, maintexance and replacemen.t of z'equired stakes and max'lcings in the �ield. 3} Pre�:aration and submittal of constructic�n staking documentatiou in t11e forrn of "cut sheets" using the City's standard template. 2. Construction Survey a. Measurement 1) This Item is consiflered subsidiary to the various Items bid. b. Payment 1} The work perfo�nsd and kk�e materials furnished in accordance with. this Item are subsidiary to the �arious Items bid and na other compensation will he allowed. 3. As-Built St�vey a. Measurement 1) Measurement for this Item shall be by lump sui.n. b. Payinent 1) The work performed and the materials furnished in accordanee with this Item shall be paid for at the luinp suzn pri.ce bid for "As-B�ilt Survey". CTTY OF FaRT WORTH DRAi1VAGE 1MPROVEMENTS FOR L�BOW GHANNEL AT 28TH 5'1'. 5TtiNDARD CONSTRUCTIDN SPECIFICATFOt�I DOCLfMENTS CTTY PRO�CT Na. 103052 Revised February 1M1, 2DI8 O17123-2 CONS'F�iUCTION STAKII*TG ANT7 SURVEX Page 2 of 8 2) Payment for "Cons#ruction Staking" shall be made in partial payna.ents prorated by work completed compared to total work included in fhe lump sum item. c. The price bid shall include, but nnt be li.mited to the fallowing:: 1) Field measurements and sut�vey shots. to identify location of completed facilities. 2) Documentation and submitCal of as�built survey data nnto contractor redline plans and digital su�vey �les. 1.3 RE�'ERENCES A. Deiinitians 1. Canstniction Survev - The survey measurements made prior to or while construetion is in pragress to cantrol aievation, horizontal position, dimensions and configuration of structures/improvernents included in the 1'roject Drawings. 2, As�built Survev --Th� rneasuraments made aftez th� eonstruction of the improvement featux'es are complete to provide position eoardinates for the features of a proj ect. 3. Construction Stakin� — The placement of stakes and �arkings to provide offsets and elevatio:ns to cut and fill in arder to locate on the ground the designed struc�reslimprovements included in the Proj�ct Drawings. Construction st.alcing shall include staking easeinents and/oz' righi of way if indicated art the plans. 4. Su�rvev "Field Checks" -- Measurements made a�er constructson staking is completed and befare construction wark beg.ins to ensure that struetures marked on ttte ground are accurately located per Proiect Drawings. B. Teck�nical Re.ferences 1. City of Fort Worth — Canstruc�ion Staking Standards (available on Ciry's Buzzsaw wehsite) — O1 71 23.16A1_ Attachment A Survey Staksng Standards 2. City of Fort Worth - Standard Sutvey Data Collectar Library (f�} files (available on City's Buzzsat� website). 3. Texas DeparCment of Transpartation (TxDOT) Sutvey Manual, latest revision 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land Surveying zz� tk�e State af Te�as, Category 5 1.4 ADMINISTRATIVE REQUIRElYIENT5 A. The Contractor's selection af a surveyor must camply with Texas Governnaent Cade 2254 (qualiiications based selectian) for th�s project. 1.5 SCJBMITTALS A. Subxnittals, if required, shall be in accordance with Section O 1 33 Oa. B. All submittals shall be recei�ed and reviewed by the City prior to delzvesy af work. 1.6 ACTION SUBMXTTALSIINTORMATTONAL SUBMITTALS A. �ie�d Quality Contro� Suhnnittals CFI'Y OP FORT WORTH DRAINAG6IIVIPROVEMENTS FOR LEBOW CHANIVEL AT 28TH ST. STANI7ARD CONSTRilCTTON SPBCIFICATION DOC.ifMEiYT5 CITY PROJECT NO. 103052 Reviscd F'ebruary 14, �018 ai�iz3-a CONSTRUCTIOt� STA.K_�fG AND Si1RVEY Page 3 af 8 1. Docuxnentation verifyin� accuracy of field engineering vvork, including coordinate cQnversions if plans do nat indicate grid or ground coardinates. 2. Submit "Cut-5heets" co�afarming to the standard template provided by the City (refer ta Ol 7I 23.16.01— Attachment A— Survsy Staking Standards). 1.7 CLOSEOUT SUBMITTALS S. As-built Redline Drawing Submittal 1. Submit As-Built Survey Redline Drawings documenting the locations/el��ations of constructed improvetnents signec� and sealed by Registered Professianal Land Surveyor {Rl'LS) responsible for the tvoz'k {refer ta O 1 71 23. I6.01 — Attachmant A — Survey Siakin.g Standards) . 2. Contractar shall submit the proposed as-built and completed redline drawing submittal one (1) week prior to scheduling the project final inspection for City review and comment. Revisibns, if necessary, shall be made to the as-built redline drawings and resubmitted to �he City prior to scheduling the construction #'inal inspeckian. 1,8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED� l .9 QUALITY ASSURANCE A. Construction Staking 1. Construction staking will be performed by the Contractor. 2. C.00rdinatian a. Contact City's Project Representative at least ane week in advance notifying the City af �hen Constructiion Staking is scheduled. b. It is the Contractor's responsibility to coflrdinate staking such that constzuction activities are not delayed ar negatively impacted. 3. General a. Con�ractor is responsible far preserving and maintainzng stakes. If City suxveyors are requir�d to re-stake for any reason, t1�e Contractor will be responsible fflr costs to perform staking. If in the apinion of the City, a su�fieient number of stakes or markings have been lost, destroyed disturbed or omitted that the cont�racted Work cannat take place then the C�ontractar wi�l be required to stake or re-stake the deficient areas. B. Const��tction Survey 1. Construction Survey will be perfosmed by the Contractor. 2. Coordination a. Contraetor to verify that horizo�tal and �vertical control data �stablished in the design survey and required for canstructia� survey is available and in place. 3. General a. Constructian survey will he performed in order t� construct th� vvax'k shown an the Construction Drawings and specified in the Contraci Documants. b. For construction methods other than open cut, tlie Contractox shall perform constzuction survey and verify cantrol data including, buf not limited to, the following: 1) Verification that established benchmarks and control are accurate. CI'i"Y OF FORT WORTH DRAINAGT, IMFROVEMEWT9 POR LEBOW CFiANNEL AT 28TH 5T, STANDARD CONSTRUCTION SPECIFiCAT[ON DOCiTMEN'I'S CITY PR07ECT NO. I Q3052 Revised February 19, 2U18 at��23-a C4NSTRLTCTIpN STAKIIYG AND S[IRVEY Page 4 �f 8 2) Use of Benchmarks to furnish arkd maintain all reference lines and grades for tunneling. 3) Use of line and grades Yo establish the location of the pipe. �) Submit to the City capass af field notesused to esta6lish all lines and grades, if requested, and allaw the City to check guidance system sekup prior to beginning each tunneling drive. 5) Provide access far the City, if requested, to �erify the guidance system and the line and grade of the carrier pipe. 6) The Contractor remains fuljy responsible for the accuracy of the work and correction of it, as required. 7) Monitor line and grade continuously du�-ing construction. 8) Recnrd deviation with respect io deszgn lzne and grade onee at each pipe joint anci submit daily recards to the City. 9) If the installation does not meet the speci�ed tolerances {as autlined in Sections 33 OS 23 and/or 33 OS 2�), immediately notify the City and coxrect klze igstallation in accordance witll the Contract Documents. C. As Built Survey 1. Required As-Built Survey will be perFormed by ti�e Contractor. 2. Coordinatian a. Cantractor is to caordinate with City to confirm which feaiures require as- built surveying. b. It is tke Cont�actor's responsibility to coordinate the as-built survey and required measurements for items that are to be buri�d such that canstruction activities are nok delayed or negatively impacted. c. For sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and �nark the location during ihe progress of constructian �nd take as-built survey after the facility has �een buried. The Contractor is responsible for the quality eontrol needed to ensure accuracy. 3. General a. The Contractor shall provide as-built sutvey incSuding t�e elevation and locatian (and provide wz'itten dacumentation to the City) of con.structian features during the pro�ress of th� construct��n including the following: 1) Water Lines a} Top of pipe ele�atians and coordinates for vvaterlines at the following locations: (1) Minimum e�eiy 250 Iinear feet, i�cluding (2) Harizontal and vertical points �f inflection, curvature, etc. (3) F�re line tee (4) Plugs, stub-outs, dead-end liz�es {5} Casing pipe (each end) and all buried fit�ings 2) Sanitary Sewer a) Tap of pipe elevations and cooxdinates for force mains and siphon sanitary sewer jines {non-gravity facilitaes) at the following locations: (1) Minimum every 250 linear feet and any buried fitt�ngs (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater — Nat Applicable C1TY OF FORT WORTH DRAINAGE. IMPROVEMENTS F�K LCB�W CHANNEL AT 2$TH ST. STANDARD CONSTRUCT[OlV SPBCIFICATION DOCUMENT5 CITY PR07ECT NO. 103.052 Revised Febrnary 14, 20l8 017123-5 CONSTRUCT107�I STAKFNG AND SL)RVEY Page 5 of 8 b. The Con�'actor sha1� provide as-built survey inciuding the e�evatian and lacation (and pravide writCen documenta.tion to the City} of constructian features after the construction is compfeted ineludin.g th� following: 1) Mar�►oles a} Rim and flovvline elevations and coordinates for each manhole 2} Water Lines a} Cathodic protection test stations b) Samplin� statio�s e) Meter boXes/vaults (A11 sizes) d) Fire hydrants e) Valves {gate, butterfly, etc.) � Air R�lease val�es (Manhole rirza and vent �ipe) g) Blow off valves (Manhole rim and valve lid) h) Pressure plane valves i) Uz►derground �aults (1) Rim and flowline elevations and coordinates far e:ach Underground Vault. 3) Sanitar}r Sewer a) Cleariouts (1) Rim and flowline elevations and coordinates far each b) Mar►holes and runction Structures (1) Rim and flowline elevatiqns and coardinates for eaeh rnanhole and junction structure. 4} Starmwater -- Not Appiicable 1..10 DELIVERY, STQRAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE} CONDITIONS �NOT U�ED� 1.12 WARRANTY �ART2� PRODIICTS A. A constructian survey will praduce, but will not be limited to: 1. Recovery of relevant control points, paints of curvature and points of intersectian. 2. Establish temporary horizontal and ��rtical control elevations (benchmarks) sufficiently per�anent and located in a manner to be used throughout construction. 3. The locatio� of planned facilities, easeitnents and improvements. a. Establishing final line and grade stakes for piers, flaors, grade beams, parking areas, utili�ies, streets, highways, �unz�els, and other construetion. b. A record of revisions or corrections noted in an orderly manner for reference. c. A drawing, when required by the client, indicatin� the harizontal and vert'rcal location of facilities, easem.e:�ts and improvements, as built. �. Cut sheets shall be provid�d to the City inspector and Survey Superintendent for all consta��ction staking projects. These cut sheets shall be on the standard city template which can be obtained �rom. t1�e Survey Superintendent (S 17-392-7925). 5. Digital survey files in the following formats shall be acceptable: a. AutoCAD (.d�vg) b. ESRI 53�apefile (.shp) CPTY OF FORT WdRTH DRAINAGE IMPRQVEMENTS FOR LEBOW CHANNEL AT 28TH ST. STANDf1I2D CdNS'CI�UCTTOA' SPECIFICATION DOCUMENTS CITY PR07ECT Nd. 1a3052 Reviised Februazy 14, 2018 Oi7123-6 CONSTRUCT1pN STAKING AND SURVEY Page 6 of 8 c. C8V �ile (.csv), forrnatted with X and Y caorciinates in separat� cnlutzzns (use standac�d tamplates, if available) 5. Survey �les sha11 include vertical and harizontal data tied to original project control and laenchmaxks, and shall include �'eat�re descriptions PART 3 - EXECUTION 3,1 INSTALLERS A. Tolerances: 1. Th� staked Iocation of any iinproveme�at ar facility should be as accurate as praetical and necessary. The degree of precision required is dependent on many iactors all of which must reinain judgmental. The toleraaces listed hereafier are hased an generalities and, uz►der certain circurnstances, shall yield to specific require��ents. The surveyor shall assess any situation by re�iar� of the overall plans and through consultatian rvitli responsible parties as to the need for specific talerances. a. Earthwork: Grades for earthwork or rough cufi should not exceed 0.1 ft. vertical tolerance. Horizontal alignrnent for earthwork and rough eut should not exceed 1.Q ft. tolerance. b. Horizor�tal alignment on a structure shall be within .O.lft tolerance. c. Pavin� or cancrete for streets, curbs, gutters, paricing �eas, dxives, alleys and vvalkways shalj be located within th.e confines of t�te site bouradaries and, occasionally, along a boundary or any other restrictive line. Away fram any restrictive iine, these facilities should be staked with an accu�racy producing no rnore than O.OSft. iolerance from their specifed locat�ans. d. Underground and ovez�t►ead utilities, such as sewers, gas, vvater, telephone and alectric lines, shali be located horizontally within their prescribed areas or easements. Within assi.gned areas, these utilities should be staked �ith an accvracy producing no mare than 0.1 ft tolerance fxoza7 a specified location. e. The accuracy required for the vertical location of utiliiies varies wideIy. Maz�y underground utilities require only a minimurn co�ver and a taierance of 0.1 �t. should be maintained. Underground and o�verbead utilities on planned pro£'ile, but not depending on gravity flow for perfoxnnauce, should not exceed 4.1 ft. tol�rance. B. Surveying instrunr�ents sha11 �e kept in clos� adjustment according tn manuiacturer's speci�cati�ns or in compliance to s#andards. The City reser�es the right to x'equest a calibration repart at any time and recommends regular maintenance sehedu�e be performed by a certified technician ever� 6 months. 1. FieLd measurements of angles and dzstances shall be done in such fashion as to satisf}r ihe closures and tolerances expzessed in Part 3.1.A. 2. Vertical l�cations shall be �stablished fiom a pre-estaUlishcd henchmarl� and cheeked by closing to a different bench mark on the sam� datum. 3. Construction survey iield work shall correspond to the client's plans. Irregularities or co�tlicts found shall be reported promptly ta the City. 4. Revisions, corrections and n#her pertinent data shall be lagged %r future reference. CiTY OP FOR7' WORTH I]I2ATNAGE IMPROVEMENTS FOR LEBOW CHAN7VE� . AT 28TH ST. 5TANDARD CONSTRUCTION SPECIFICATION DpCiJMENTS CITY PROdECTNO. 1Q3052 Revised February 14, 24I8 oi �i zs - � CONST1tiTCTION STAKING AND SLIitVEY Page 7 of 8 3.� EXAMINATION [NOT USED] 3.3 �REPARATION [NOT USED] 3.4 APPLICATION 3.� REPAIR / RESTORATION A. If the Contractar's work dainages or destroys one or nr�are of the conirol monume�isipaints set by the City, the monurnents shall be adequately referenced for expedient restaration. 1. Not�fy City if any control data needs to be restored or replaced due to damage caused during construction operations. a. Contractor shall pec'form replacements and/or restorations. b, The City may require at any time a survey "Field Check" of any monument or benchmarks that are set be verif ed by the City surveyoz�s before further assaciated work can move forvraz'd. 3.6 RE-INSTALLATION [N(]T USED] 3.7 FIELD [o�] S�TE QUALITY CONTROL A. It is the Contractor's responsibility to maintain a11 stakes and control data placed by the City in aecordance with t11.is Specification, This includes easements and right of way, if noted on the plans. B. Do not change or relocate stakes ar cantrol data witl�aut approval frorri the City. 3.8 SYSTEM STARTUP A. Sunrey Checks 1. Th� Czty reserves tha right to perform a Suivey C�eck at any time deemed necessary. 2. Checks by City personnel ar 3`� party con�acted surveyor are not inkended to relieve the contra�tor of hislher responsibi�ity for accuracy. 3.9 ADJUSTING [NDT USED] 310 CLEANING jNOT USED] 3.11 CLQSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION INOT T15ED] 3.13 M�INT�NANCE [NOT IISED]. 3.14 ATTACIIlV�NTS [NOT USEDj END OF SECTION Revision I.og GiTY OF' FpR"f' WORTH I]RAINAGE TfuIPROVEME3�ITS FOR LEHOW CHANNEL AT 28TH ST. ST�iNDAAI] GQNSTRUCTIOI�i SPECIFjCATIO'N DOCU1�fENTS CITY PROdECT ]�O. 103052 Revised February 14, 2018 O17123-5 CONSTftUCT10N STAKING AND SURVEY Page 8 af $ DATE NAME SUMMARY OF CHANGE 8/31/2012 lJ.Johnsnn Added instruction and modified measurement & payment unde�• l.2; added 8I31/2017 M. Owea definitions and references under 1.3; modified 1.6; added 1.7 claseout suhmittal requirements; modified 1.9 Quality A,ssurance; added PART 2—PRODUGTS ; Added 3,1 Installers; added 3.5 Repaiir/Restoratian; and added 3.8 System Startup. Removed "bine text"; rev9sed measuremeni and payment sections %r Construction 5taking and As-Built 5urvey; added reference to selection compllance with TGC 2114/2�18 M Owen 2254; revised action and Clpseout submittal requirefnents; added acceptabl� depth measnrement criteeia; revised list of items requiring as-6uilt survey "during" and "after" constructian, and revised acceptab[e digital survey file format CTI'Y OF FORT WORTH DRAQFAGE IMPIiOVEMENT5 FOR LEBOW CHANNEL AT 28TH ST, STA�VDARD CONST1tUCTIDN SPECIFICATION DOCUMENTS CITY PROJECT ]`i0. 103D52 Revised �ebruary 14, 2a18 ��l Sec�i�n 01 �� Z�.O� � Attachment A Surv�y S�akin� S�andards February 2017 0:\Specs-5tds Goverr�ance Process�Temporary Spec Files�Capital Delivery\Cap Delivery Di� �1\0171 23.16.01 Attachrrment A_5urvey Staking 5tandards.docx Page 1 of 22 These procedures are intended to pro�ide a standard rnethod for construciion staking setvices associatet{ witi� the City of Fort Warth projects. These are not to be considered all inclusi�e, but only as a general guideline. l�or project5 on TXDOi right-of-way or thraugh jaint TXDOT participation, adherence ta the TXD07 Survey Manual shal! be fo!lowed and if a discrepancy arises, the TXDO'T mant�alsha!lprevail. (htt : onlinemanuals.txdot. o� txdotmanuals ess ess. df) If you ha�e a unique circumstance, please consult with the project manager, inspector, or survey ciepartment at 817�392-7925. iable o� Con�ents I. City of Fort Wort� Contact Information II. Canstructian Colors I{I. 5tandard 5taking Supplies IV. 5ur��y Equipment, Control, and �atum 5tandards V. Water Staking VI. Sanitary 5ewsr Staking VII. Starm Staking VIII. C�rb and Gutter Staking IX. Cut 5heets X. As-louilt Sutvey O:\Specs-5tds Governance Process\�emporary Spec Files\Capital Deliuery�Cap pelivery di� 01�0171 23.16.01_Attachment A_5urvey Staking 5tandards.docx Page 2 af 22 f� � lle Sur�ey Departmen� Contac� lnformation Pfi�ysical and mailing address: 8851 Camp Bowie West Boule�ard Suite 300 Fort Worth, 7exas 76116 Office: (817y 392-7925 Survey Superintendent, d9rect lin�: (8�7) 392-8971 Construction �olors �fhe following colors shall be us�d for staking or identifying features in the field. Tfi�is includes flagging, paint of laths�stakes, paint of hubs, and any identification such as pin flags if necessary. Utylity PROP05E� EXCAVATiON ALL ELEGTRIC AN� C�N�UlTS POTABLE WAT�R GAS OR Dlt �'ELEPHDNE/�IBER O�TIC SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS, AND ALL PAVING 1NCLU�ING CURB, 51DEWALK, Bl1�LD1iVG CORNERS SANITARY SEW�R IRRIGA�IDN AND RECLAIMED WATER S�andard S�:akin� Supplies Color WHI7� � fi Fy i_�7,�. Y�L��JU1� Q#��,NGE �I�� , ,a. O;\Specs-5tds Gnvernance Process\Temporary 5pec Files�Capital Delivery�Cap Deiivery �iv D1�0171 23.1.6.01_Attachment A_Sur�ey Staking S#andards.docx Page 3 of 22 Item Minimum size lV. Sur�ey �quipmen�. Control, and �a�um S�andards A. City eenchmarks All city �enchmarks can be found here: http./ fortworthtexas.�ov/'+tsolutio�sL IS Loak for'Zoning Maps'. Under'Layers' , expand'Basemap Layers', and checic on `Benchmarks'. Canuentinnal or Robotic Total 5tatian �quipment A rninimum of a 10 arc-second instrument is required. A copy of the latest calibratian report may be req�ested by ihe City at any time. It is r�commended that an instrument be cali�srated by certified technician at least 1 occurrence every 6 months. C. IVetworkJV.R.S. and static Gp5 Equipment 1. It is critical tl�at the surveyar verify th� carrect horizontai and vertical datum prior commencing work. A site calihration may be required and shall cansist of at least 4 control points spaced evenly apart and in varying quadrants. Additional field checks of the horizontal and vertica! acturacies shalf 6e completed and the City may ask for a tnpy of the cali6ration report at any time. II. Network GP5 such as the Western Data Systems or SmartNet systems may be used for staking ofi property/R.O.W, fiorced-main water lines, and rough-grade only. Na GPS stak�n �or concre#e sanita sewer siorm drain final rade or an hin that needs �ertical radin wiih a tolerance af 0.25' or less is allowed. D. Control Ptiints Set All control points set shall be accompanied by a lath with the apprnpriate Northing, �asting, and Elevatio� (iF appiicable) of the paint set. Cantrol poir�ts tan be set re6ar, 'X' in concrete, ar any o#her appropriate iterra with a stable base and of a serrii-permanenfi nature. A�ebar cap is optional, but preferred if the cap is marked `control point' or similar wording. Datasheets are required for a11 control points set. Datasheet should include: A. Horizantal and Vertical Datum used, Exarnple: N.A.D.83, Not�th Central Zane 4�OZ, NAVD $S Ele�ations B. Grid or graund distance. — If graund, pro�ide scale factor used and base point coordinate, �xample; C.S.F.=0.999125, Base point=Nor-th; 0, East�O C. Geoid model used, Example: GEOIDI2A O:\Specs-Stds Go�ernance Process\Temparary Spec Files\Capita! Deli�ery\Cap Delivery Div 01�0171 �3.16.01 Attachment A_5urvey Staking Standards.dacx Page 4 of 22 E. Preferred C�rid Datum Although many plan sets can be in surface caordinates, the City`s preferred grid datum is listed below. Careful consideration must be taken to verify what datum each project is in prior to beginning work. It is essential the surveyor be familiar with caordinate transformations and how a g�id/s�rface�assumed coordinate system affect a project. Proi�ected CoordEnate 5ystem: NAa_7.983_5#atePlane_7exas_North�Central_FIPS_4202�Fee# Prajectian: Larnbert_Canformal�Co.nic Fa1se_Easti ng: 19685Qfl.000000Q0 False_IVorthing: 5551666.66566567 Central Meridian: -98.5DOfl0000 Standard Parallel 1: 32.13333333 Stanrlard Paralkel 2: 33.96666567 Latitu de_O#_Origi n: 31.66666667 Linear Unit: Foot US Geographic Coordinate 5ystem: GCS_Narth_American_1983 Datum: D North American 1983 Prime Merid9an: Greenwicn Angular Unit: Degree Note: Regardless of what datum each particular [araject is in, deliveral�les to the City must f�e tanvertedJtranslatec! into this preferred grid datum. 1 copy of �he deliverable s�tould be in the project datum (►r+aha�e�er it may bej artd 1 �o.�a� shauld be in �he NAD83, TX North Centra! 4202 zane. See Preferred FNe IVaminct Canv�ntio� belQw F. Preferred Deli�era#�la Forrnai #xt .csv .dwg .job G. Preferred Data Format P,N,E,Z,D,N Point Number, Northing, �a5ting, Elevatian, Description, Notes (if applicableJ H. Preferred Fi1e Namirig Con�entian This is the preferred farmat: City Project Numb�r_pescription_Datum,cs� �xam le for a ro'ect that has sut�Face coardinates which must be translated: File 1: C12�4 As-built af Water on Main 5treet_Grid NAQ83 TXSP 4202.csv Q:�Specs-Stds Governance Process\Temporary Spec Files�Capital De{ivery�Cap �eii�ery Div 01\0171 23.1&.01_Attachment A_Survey Staking 5tandards.docx Page 5 of �2 Fi�e 2: C1234_As-6uilt of Water on Main S#reet_Project Specific paturri.csv �xample Gantroi Stakes O:\Specs-Stds Governance Process�Ternporary Spec Files\Capital Delivery�Cap Delivery Di� 01\0171 23.J.6.41_Attachment A_5urvey Staking Standards.docx Page 6 of 22 � � � � � � � � � � w m � � � � � � � � � <t � z cn d � � w � m � � C� � � � �t � �,.� � W _ _...___-_______ ..................,�._m��_..._ ..........�_.�__�.� � '� �� EL.= 1fl0_�d' �3 � �' � � �� - � i c.� I � . � i�� ,.. I �� ,, t, €: C'_ _ � � I�f "� i. �. � ' ' u �:�: -y,, i � l � ..,_ ..,...I I F' I �I-I L.I..I C�] � � � � � � J � LY �-- � �7 � � � ef � � U-J � � (ll L�S J E7r0 � � � #� �=�oao.ao �,� �� ................... � �� W F—• � � � C� � � C.� �=�ooa.ao �� w �� O _ � h-- � � � _ � � � � _ J � � � �C �= �" � � CC �j � V. Water Stakin� Standards O:\Specs-Stds Govemance Process�Tem�ora�y Spec Files�Capital Delivery�Cap Delivery Div 01�0171 23.16.01_Attachment A_Sur�ey Staking Standards.dacx Page 7 of 2� A. Centerline Staking — Straight Line Tangents !. Offset lath/stakes every 200' an ewen stations II. Painted blue lath/stake only, no hu6 is required Ilf. Grade is to #op of pip� (T/P) for �.z" diameter pipes or smaller IV. Grade ta flaw lir�e (F/L) far 16" and larger diameter pipes V. Grade should be 3.50' below the proposed top ofi curb iine for 14" and sr�naller diameter pipes VI. Grade should be �4.Ofl' belaw the proposed top af curb line for 12" and larger diameter pipes V!L Cut Sheets are required on all staking and a copy can be received from the survey superintendent Optional: Aetual stakes sha11 consist of a 60D nail ar hub set with a whisker B. Centeriine Staking - Curves I. If arc length is greater than 100', POC (P�int of Curvature) flffset stakes should qe set at a 25' interval II. Same grading guide[ines as abo�e IlI, 5taking �f radius points of greater than 10a' may be omitted C. Water Meter B�xes I. 7.0' perpendicular offset is preferred to the center of the box ]I. Cen#er of the meter shoulci be 3.0' behind the proposed face of curla III. Meter should be staked a rninimurn of 4.S' away from the edge of a driveway IV, Grade is to top of box and shauld be +0,06' higher tY�an the proposed tap af curb unless shawn otherwise on ti�e plans D. Fire Hydrants I. Center ofi Hydrant should be 3,0' behind propnsed face of curb II. Survey offset stake should be 7.0' from the center and perpendicular to the eurb line or water main III. Grade of hydrants should be f0.3Q higher than the adjacent top of curb �. Water Vaf�es & Vaults 1. Offsets should b� perpenc[icular to the proposed water main II. RIM grades should only be pro�ided if an plans �xample Water S�akes O:�Specs-Stds Governanee Protess�Temparary Spec Files�Capital Delivery\Cap Deli�ery Div Qi�p� 71 23.16.07._Attachment A_Survey Staking Standards.clacx Page 8 of Z2 8� �� o « �. � � z �� 'i z � � a. � � � � �d �� ' ❑/� � w/t sra=z�ao � c-3,s2 - � w � � �� .-� '� �' � � ' r� � > �i � � � �� `�'�� U �� F p�� wf� � sra=�+a�_a1 F c--3.a� � � � � � ❑ ' 1 a � �� 1017 El.,- 101.1 B' � � � � � �� • � Jr �� 4 �� fi} J � � � � � � � w � �'.� �w � P- j.: Y 5,.:� --� �j � � � i�-, f'� � � � la- U `t � W C3 � � � 3 �� r-� � �� 1�. '�+ R�. i�.l � � � �_ � � �� y �a � � � fl � � � a O E7 i:° -=x� � � ' � � jj� f�, 5TA={ltQD � C-3.78 /-�/ LL �Qcc I � — '�` � � LL � � ��' � a �� in � � �� W `'r � Q m� — iaa.o �� " � �¢�� n � � �- .�'.. ° � � � � a � rs�i� m z � x VL Sani�ar Sewer Siakin 0:�5pecs-5tds Governance Process\Temporary Spec Files�Capital Delivery\Cap Delivery Div 0].�0].71 23.16.01 Attachment A_Survey Staking Standards.dacx Page 9 of �Z A. Centerline 5taking—Straigh# Line iangents I. Inverts shall he field verified and compared against the plans before staki�ng Il. Painted green lath/stake WI7H hub and tack or marker dot, no flagging requir�d IIl. 1 offset stake between manholes if manho�es are 4p0' or less apart iV, Offset stakes s�ould be located at ev�n distances and perpendicular �o the c�nterline V. Grades will be per plan and the date of the plans used should be noted VI. If multiple lines are at one rrmanhole, each line shall have a cut/fill and direction nated VI1. Stakes at every grade break Vll1. Cut sheets are required on a!I stafcing Optional: Actual stakes shal! consist of a 60D noil or h�6 set with a whisker B. CenterlineStaking—Curves I. I# arc length is greater than 10Q', POC �Point of Curvaturej offset stakes should be set at a 25' interval ll. 5taking of radius points of greater than 100' may be omitted C. Sanitary Sewer Manl�oles I. 2 offset stakes per manhole for the purpose of pra�iding alignmer�t to the contractor II. Flflwline grade should be on the lath/s�ake For each flowline and direction noted IIl. RiM grade shauld only be on the stak� when pro�icied in the plans O:\Specs-5tds Governance Process�Temporary Spec Files\Capital �elivery�Cap Delivery �i� 01�0171 23.16,p1_Attachment A�Survey Staking Standards.dotx Page 1D of 22 �xample Sanitary 5evuer Stakes c� � � � Z 4 U d � � � W a tn. � � � �� ~� � �� i � � � �� ;��`� � � �- --- � W � f!7 � � � aa� � � � � ��.� _ 1� � � ��'�7/S �k. SS ��5TR=3+TI�I ��s, c-a� �Z c—a� � � C—v°1 ' �y�, � � - �.� L1-- � �:.,, �� 5� � /�� .+i! '+.�! {ry = � Q r�3��P f ��i�3�� 4 �;�1 �� 5 �� u � ll StA ,3�71°�r-� � �_�� ,� � � �_3� � �# �.b�- � � � � � � � � �- �- � - — r,� "w� �� w. � G� `� LL� u n � �'� � � �� — ��~T �� l � �� ° �ls � ss f � �+�a�� j� �--;tiz_ f � W 5 .:t �, � � w �, � � � � ��° z � �:��=� ,:°,.� +_; i�,x ,, �� L {` �1 �� _� ��,. �I r--. � � � � � � � Q � � L� � a � .. � � � � � � � F � �i � 9� - � - � � � � �� ti �� + �. �2� �� y� � �3� � p ��'�� l ��' � � �� °5�m � � � � �� . I �. �- �� . W � �� Q a �� , � ��. W 1�� iS � �4� ti�'� ��, 6 ��2} o/s �W 5s j� srn-o+na .� c-s� �� c-s� � c-a� f�e �� ._�_ .__- e.��.. � �, � � •--.. � � �� °'�� n �� r� �� V � � �� m S � C'� � � � � �� f �,��' � a� �s � _� _� '� � R �� 9 � W � s�� d:�Specs-5tds Governa�ce Process�Temporary Spec Files\Capital Delivery�Cap Delivery �iv 01�0171 2�.16.01�Attachment A_Survey Staking 5tandards.docx Page 11 of 22 Vll. Storm 5euv�r & Iniet S�akin A. Centerline Staking -� Straight Line 7angenis I, 1 offset stake e�ery 20fl' on even stations 11, Grades are to fiawline of �ipe unless otherwise shawn on plans III. Stakes at every grade brealc IV. Cut sheets are required on alf staking Optional: Actua! stakes shall cansist af a 60D nai! or hub set with a whisker B. CenterGne Staking -- Cur�es l. lf arc length is greater than 100', POC (Point of Cur�ature) affset stakes should be set at a 25' interval IL Staking of radius points of greater than 100' may be omitted C. 5torm Drain [nleis [, Staking distances should be measured firom end of �ving II. 5tandard 10' Inlet = 16.00' tatal length I I I. Recessed 10' I nlet = 20.Od' total length IV. Siandard c�auble 1�' inlet � 26.67' tatal length V. Recessed double 10' inlet = 3fl.67' total length D. Storm F3rain Mani�oles I. 2 offse# stakes per rrjanhole for the purpose of praviding alignment to the contractor I!. Flowline grade sl�ould be on ihe lath/stake for each flowline and direction noted {II. RIM grade should only be an the stake when pravided in the plans O:\Specs-Stds Governance Process�T'emporary Spec Files\Capitaf Clelivery\Cap Deli�ery Div 01�0171 23.16.01_Attachment A,�5urvey Staking Standards.docx Page 1Z of 22 Example Starm inlet Stakes 81�k�i�i (��E F�5C1l� R,RW.) P�lNT } �. ,9 i rua� �v.�nov � �_ �� ` � �I�: I i . .`,'�`�.'`i�� ::-_�I_��;_I. .� ; � 'E!�� .1�E� � '_!r' �f�1� r��-r�f,;i�a �rrt,—, r�_,=�- FRC�NT {SIClE FACII�G �) �€ � �� {SDE FA�NC H.6.W_J �N�' 8� I� � i IE Ftua �vavvn g � I �R C� I� T (5f DE FA�I h1G �.) �.��, I �� n i� � � � ,� `{ T'` uab�nMcs ��H I ,� [iO f7F '71E YR-0G I�eaa: srru;�l� -�I 0+ IT�I�i £] R �' tit � �I � � �ISTAMCES FCR ItiIEPS �,��,_ , �� ' . �, n ' t� ��, o� � ,� �I i � z �� IC�FIFlE� ti14�11 Q�f� +�F 1Hk t�►�C _. � � �F�1� 51;V�E1] � N .� : �p ' Il I lILLr 5?nTiL�?i fi I�� M011CO GM pt ="=�i � � Ir€r�[lr�� A[� T £ � l�s :a� t: c+JFtB �1 � + I �; � IGEfai1FIE5 .'IIAUE � Tq R4•GtiJNF p �; � � ; � �. SFAN DARQ 10 — S RE�.SSE� 10" — 2� 5TAN[]PRa OJUHLE 1�� — �5.6Y HUB �41h1 'kP�CK -- F�CE55Ea DOUBLE 1if=� 'JQ=67 ��`�� .............._- ----__�....._....._ "� , � { ��, c� iN��r �jjj555[[[I l�7il Y,P •11�' : �i•• _ � �� '�1� � •� S'� �� - A�AHHt]LE �� b1 �tin� ': �� ,1 ! I .�i � 1 BAf�: CF aJi� � ._.. _......._ � .�. — — . �:'': W3HG.. FLC�hLtNE fi�t� ilF PAYF�+1�TiTJ • ..• .'. 4.- '.. `e F�kCE aF INL.ET EAi.£ pP Pi0.�1E1J7 Ei��H DF �URB �r�..�•;• . "M ,.,.,,.;� .'•'f�IE�G,;•;,; . �_...._._----W FhCE GF iNIET FI:LtiVA.[NE ECFUE Cf FAF£EAENT^ — 0:�5pecs-Stds Governance Process�Temporary 5pec Files�Capita] Delivery�Cap Oelivery Div 01�0177. z3.15.01�Attaci�ment A_Survey 5taking Standards.docx Page 13 of 22 VIII. �urb and Gu�ter Stakin A. Centerline Staking — Straight Line Tangents V. 1 offset stake e�ery 50' on e�en stations V!. Grades are to top of curb unless otherwise shown on plans VI1. Stakes at every grade break VIIl. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 6�D nai! or hub set with a whisker B. Centerline Staking -- Curves Ifl. If arc length is greater than 100', POC (Point of Curvature) offset stakes should b� set at a 25' interval IV. Staking of radius points of greater than 100' may be omitted p:\Specs-Stds Governance Pracess�7emporary Spec Files�Capital Deli�ery\Cap Delivery Di� OJ.�OJ. 71 23.16.01 Attachment A_5ur�ey 5taking 5kandards.docx Pag.e la of 22 �xamp[e Curb �c Gu�ter Stakes FR�NT �SIDE FACIN� �.) FR�NT (516E F,4GING �) pp ( l� I�Il�ii\ �"' � mu�ra � oE'FSEr�s ro (S1DE FkCING f1A,4i.} �+F�� ""` `"' �uRB Fxe FjR r_�„ s��r r,�. �F �ut� Ff�ONT ��n�.�n (SA� FACINC �J RiI�N�� T�hl � 1 ,� r ;M ' � i�r 1� � �� ya � � . Y O ; r-? Q; � ro�++"�s s7ART P9NT F�' r.A9KVA'NCiE FRDNT {SIDE FACIMO �j ol n� t� ' d � � � f + � w; E I I ! PCIWT �* � il I ;�+I �BfC I I t I n II I I � � � �� I F�: ICt31TP�7 '.'R�C£ Is n :� iD T�� aF 9YfO FYD 91FJ[f �FI I �-4 --a .._! k! � HUB FLEV3t71dFa '� aap�s ra.v�s� �_, � I1 �� 1 I €I yti� fA i { , --.�--� , ��._ � � �� .. 'i i . ; � � � 1 I� r�-i_�?�.� � .. '�i . . . �� . �, ; ='� �ti„_ f p p I I I ; �°'.`�.. r i� r � ' � 3 � `�� r�i i 1 k , —��-....__�._.� �i�`�.! ! I l 1 I ! � �/ ! i � � � t ! �_.V_� � �`��y .. ;.ff I �f �� ! � � � ,.-'' s f ,s f : ,�r"' �/ �� ! �—�-- T�F' �F e,iJF�B fxy� �=r ��= ,r.-'� �r p- ""� _ — ��. �� '"! � A -'"'=�—'T r�y f,/ ��"'� :--""� � •-�� _ - y r'�.-.." '�'� ��r�r _ i �� r � � '� � r � �" " ��~ �RGK �F C:1JR� \ �.,.�-� �- �.�- ��. � ��..�� F��r r�f � � � � � �`r� � " �� ,�� F �� , R _- ��-� � ��.� � � ___-�_ _ r� �� FLO�LI h!E El1G� �F PAV�hAEi�T Ettample Curb & Gu��er Stakes a� ln�erseciion 0:\Specs-5tds Gavernance Pracess�Temporary Spec Files�Capita! Defivery\Cap Deli�ery Di� Ol\01 i1 23.16.01 Attachment A_Survey Staking Standards.docx Page 15 of 22 � �� N� 1 � �� , ---_�.. ._ __ �. � C� � in' ols w sr,�z+sv � F+o� -___..._. _��.W�:�.�_�,.. � � �, �_- ---._ �m....��.._-�._r--._.... ...... �� vW+rz � �� ,oG � � ��-- O.� a �� z _ � a � � % �— �' � 0 S � 1�:.; — — � � � � � � � � � � 0 W Y �+ u � m 3 � 2 � � F � � — � � � � �� -- � � � � � �i ��,r� �i ��M } 04 s ��, ��, ,�� `�� , :, �; �� i� # � w c � � +n c� � ��a c+ �a0 � .� � .�G �'`.� /�� o�� ,r� I �a�a�� '�`%�,�� o �� L/ p�� f ,� w �� a U f Q ' �p_�.......' F....._i Q,� � �: �., �x � _ I I, c�� 3:�v.�sw rc��v ,os � �s �g�'� �7��W � �� ...1 � �� d �7 I 3�N#361� 'HilVi ,Lh I [7 or � � r � � � � �.-�_� �_�_ � ` �,}_'n�4 -._.. �.�.. �z � � a� �t �� m �� au�i�y �n �l�b 3 � � �� d'` w ui ��'�"�4 ��'� �� 1 — �� f� �5 �a� � � � � � ¢ �� b��rn �� W 0:\Specs-5tds Go�ernance Process\Temparary Spec Files\Capital �elivery�Cap Delivery Div Ol\0171 23.�.6.01_Attachment A_Survey Staking Standards.docx Page 16 of 22 IX. Cut Shee�s A. Date of field work B. Staking Method (GPS, totaf statian] C. Project Narne D. Ci#y Project IVum�er (Exampfe: C01234j �. Location (Address, cross streets, GPS coordinate) F. Sur�ey campany name G. Crew ch9ef name H. A biank t�mplat� can b� obtained from the surr►ey superinte�ndent (s�e fterr� i abnve} 5�andard Cit CUt Shee� Date: ❑ TO7AL Staking Method: ❑ GP5 STATION LOCATION: C�ty Project Numbe.r: Project Name: ❑ 07HER GONSULTANTICOM7RACTOR 5LIRVEY CREW INITIALS ar i c;Rnn�S nR� Ttl �LOWLINE OR TOP OF CllRB L]NLESS OTNERWISE NOTED. PT # STATIOI� OFFSET DESCRIPTION �ROP. STAKEQ _ CUT } FILL -L71+RT GRAQE �LEV. 0:\5pecs-Stds Governance Process�Temporary Spec Files�Capital Delivery\Cap Delivery Div 01�0171 Z3.16.01�Attachment A_Survey 5takir�g Standards.dacx Page 17 of 22 X. As-buili Sur�e A. Definitian and Purpose The p�rpose of an as-built suruey is to verify the asset was installed in the prop�r location and grade. Furthermore, the information gathered wiH be used to suppl�rnent the City's G15 data and m€�st be in t1�e proper format when subrnitted. See section !V. As-built survey shauld inciude the followin� (additional items may be requested): Manholes Tap of pipe elevatians every 2S0 feet Horizontal and vertica! paints of inflectron, curvature, etc. (A11 FittingsJ Cathodic protection test stations Sampling statians Meter boxes/vaults (A!1 sizes) Fire lines Fire hydrants Gate valves (rim and top of nut) Plugs, stub-outs, dead-endlines Air Release values (Manhole rim and vent pipe) Blow off valves (Manhale rim and valve lid) Pressure plane valves Cleaning wyes Clean outs Casing pipe (each end) Inverts of pipes Turbo Meiers �:�Specs-5tds Governance Process�Ternpnrary Spec Files\Capital Delivery\Cap Clelivery Div 01�01. 71 23.16.0� Attachment A_Sur�ey Staking Standards.docx Page 18 of 22 B. E.xample oeliuerable A hand written red line by the field surveyar is acceptable in most cases. This should be a copy af the plans w9th the point number noted by each asset. If the asset is missing, then the surveyor should write "NOT FOUN'D" to natify t1�e City. Q:\Specs-5tds Governance Pracess�Temporary 5pec Files\Capital Delivery`Cap Deli�ery Div 07.�0171 23.16,01 Attachment A_Survey Staking Standards.docx Page i9 af 22 � �, . .'*� •,!i` f�. 54 �. ',�i :� . � � k w _�� ,_ ��'. ij �� '{�;�'�� a��'� Y� � �';, i � � . ��.r,� ':, I �� - � � �,� ��. �.' ��!# I �� !R �'� ;��`��+ '� �� M r+� a! t�._�. i:•Yi; � , ;f Y-- �k .�f��•y �� I---- I, ��L!',' { 'f �t:� ' ' ,, � m. ,�; ,� } { t ± � ��, ;t{.;�i i �. �,�� . . �� _, `. i . � � � .}, ' J' � Zi''•�' T _� __ ' � � � � '� � ;�;w� � I * � }� ; }� , � ,�� ; �� . .1 _ C � 4 1" �. 4�i } �Ti� !. *� � r' ��' ' � � r � —. .__�._�_r, _._ � _ �, ' I _ I ; � `��' '2►� • `; �,�� i+F;�� k�. _; � � ; � � , � ; �,� 4 �, _', �,� ,-��lJii?!�, � �, f �'��I '1` � !� �� {'��I��+;L' � t�� ` ,; �' �I''i+'��r+��srr �. � �� l. • i I �; `•' � ��i ;' , ' � � . ' � I.: " � ;lala: �{ —" � -. -- '. 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'��q�� '. � � 7, .� , ; . � � FJ� i . `� I + �'�� ,�1�� t � • ' # �,� � ��I �, y}'``�,� � ,� '� ;��``j� � '�r�� r� ;��''; ;;��ar�' _ "i " `-'� �._,��;`"�4 , _ `� � '' � *+;�-�,'r,ti �'�4�}R�� r� ti . 1' � } `y/ �� I'.� �R `�'�yL�... f�� , I I �#k��- ~ti� / 'f I�±-1� 1�� M .l� �5 � I 1#' � ' } �,.y� �ti' F;�4,� "��5 t1��slli,�4��1�. . ti � c� �_': . .:..rw' i�i _�� .. -. { �c*� #� � �' I' , I � �+ :# 'i {�� r � j+ �� llCa . , ��{�'J �' -'- I I �M ;� 'f;;��;�:',{�'�j�ts t1. �� ,j�1�1��; - —-� 1� ' ' - � �±{ "� � , a 3 �. � a , �S . i i k� ;` �� , `'-r—�•'.w.�l � .�� — :�r ._ __ _ .� _...��i� ��..: � . � y� w �— � �`� -- �� : � ��.� _ �. ��a � : ��f�€G: ;; � �' . � .��-h----- �-�-- � _ r�.� t� �� • � ��*eI� I � ' __ • "•_' � ' _- "' ` I — �-- —� '� �' �' # � r' 23.16.01 Attachment A�Survey Staking Standards.docx Page 22 of 22 9�+'S � ewn,,R Fe.e+ 1f�i er:lfa�W er+'s . ,rx y c� �1� r'i. } :.� _ l ��.. �__ F _ - __ �� J {� I f� � , ' �f' ' � Y� y � � � i +r • 1 i-a+!' 4' � « � �' � f.{ f � � �{ � a � f ! 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' ' �. . { I � . . � � ° ti � � I �� - -� Q:�Spee "�{ ._ - - '��} 1�0171 23.16.01_Aitachmen.t A_Survey Staking Standards.docx Page 23 of 23 Ob�iously the .csv ar .txt file cannot be signed/sealed by a surveyflr in the fo�mat requested. This is just an example and all this in#ormation should be noted when deli�ered to the City sa it is clear to what coordinate 5ystem the data is in. �•.�... .. �.Ir. , ..�,ilra , ��<:� 5' '�- h�"1H257 IMI :�'iufl'f-�� ]li'i ? �i55¢d�4� 7l�i�.� 1 �1 � R:�it,'4! 14l► 7it.�wO�S IU4 � r,r.,�r��75l� 22'�rp13 R?FF , ��-0f.p9;:� IJRI;{7l!�3�1• ' y'9r�1�''iii }A9Ni�]��fl r r:,i��r�_-w�� 1��ga�rs�� - L._al,Jk a4� i�'3xa�t1%�si � �_s,t�;��u�{. :r�a:��zi�ie o,� sn.i4rr.�.firr �:�iti�u�!�r . _ a�3aial�i �rr rr�l�k�� n��r ., �F7a�:5>077 ��5$°!�4Gt 1' t.7��0'r'll l2�S5:t.3Ma i� �'7d{.71�4:fn i��°�fr4197� , �'l�4ilA7ar �.'�,ih?{}All . 8�9^�.",3}!�.617� �74117d 7b: . i+Fi'.1 j � 1!� #J'al.r.r: f111 �. ��x�iw�l Tiw J:'�4x�71 G4! ;'i E'J�y7Ga.S.�� :.'JsA�N.�tJ :r. 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I.�,;d'f�'ll. ��'��il'i �� r��l I'7.�' 4'�r. : �� I: t. =1i ;I II'I' lii If{ �� f}'� 11fi�•� 71Ihi lrtiar.r� k.v �G�F�F �2' FL'. ��v �4i.i `+7 ti �5R �shtai I!Ikl 7:: 4}� Gw Rih� �t].37!� F+I � 1 R � �� 44'hl i�FlA 11 # 33! 44'!A I"}!LI r 1! f.'.x r u r.�r� � G I �.a� r k��.1k� •�_� � Cs', I� 14�.� k�,,i T�, f F Vw`4S Y' �r ti1+ �P: 45'.M �'-'.i 7{+i �l.1 R'il Y•.�L �41i�61 CO+,*+ �IT' f7�4 ,'�ii171 ��-.7 }f� k',: �`Fr.lydhira t 11 ) p e i��lkl dr,F =��_R� �i1"Y:M #1u 4f 1 {�V ui�4'I �It Lf�i fiY1�P244 `? ! f f c:. Vi'f,l r" �7 ]�S.Jr. tili�hs •.h J 19 J 1A E.f� plt,� �#7 ;i� S�kil��fh+ �#U 1} t l'� *A a, 4+ t 1� �.L�p Y. ".t 7� r,� P�1;M}}i 4ie.tii��hi ]!4 t;i COtli1.M �-�i� r:r, �': ��ir,� J-51J'f�� .S'�I��• f�YLI �17A 111 7-�� 9.1 '�41,h ul � r � J�I6 J] l C{) NY�.+_ �ati itit �+�� u�r,+ 7; � w�� t2.�� s�ii,. 75�{„tl 4aIfi�314i�.; i S 11 k i 1 Y�l.7 H[�.5 '�41 4�1 Vr'�tiI�IM 'iS'.:h� ��:dIiIMlI� r�l �� wr,�.nirA �� i r-� v. �r �ux.ti �'a� �s�ti �#r��11ij.4 �:f�s[ 14R�Ki�A ;�-? j'�i. ,'�f.'.I��l�i . � , r.. k•.•r �� u�r,� . i . �. . i x r.�, 4`tr - � ;. , • �: . i � � .' � t . . , 'I � �' . , i „ � . � # � �, 1 S 1,� � f � , . . 1� ; 'I i j '. , .a � � . � . ,•;., ,• . �� .. f '1,'�;I- �t� n �# ��. , �� f � -�f , , O:�Specs-5tds Govemance Process\Temporary 5pec �iles�Capitaf Delivery�Cap Delivery biv 01�D171 23.16,01 Attachment A_Survey Staking 5tandards.dacx Page 24 af 24 C. Other prefe�red as-built deliverahle Some vendors have indicated that Et is easier to deli�er this informatian in a different format. Belaw is an example spreadsheet that is also acceptable and can b� abtained by request from the sur�ey superintendent. O;\5pecs-Stds Governance Process\Temporary Spec Files�Capital belivery�Cap Delivery Div Q1\fl171 z3.�6.01_AtCachment A_Sur�ey Sfiaking 5tandards.docx Page 25 of 25 . ' � , , . . . { , f . � . _ _ , . 1� I--= I I� I�� r`� ` I �� s k � � � �;� n , a �� T�� -� � I x � r � . ,+— � � f - f ¢ a . y s �� y 5 _ � � rl ; ,€ • - -- ` _ � � � 7 � i' 3 � �l 1 � ' M � I�� # � � � � � r I� x I = � — i — r � u - I •- f a �` � r, � i � " — _� . ' e� � C � � � r .� {` � � � k1 k �� II 4] � . '� �! S �� x � � � � � F� a? f � �� ;� 'i � . _ � 7 r '- � I ? i� - .� � i a : y _ } I f — . �, i . �1 m _ . 5 . p � q1 � � � �; i n � f � I ; � � . . � � + ` a . , . _ , i � �' , �: � � � x . �� I 3 � . � I - • • 3L � i ` n ., � . � �I , ! — ■ � ' � � � � �.. � �i ._. , ,# i � E I { ;1 , � a � - . �� . _ � '.. - ¢ _I� �'- �-- - • - — 1 � � , � � � � � a 3 } ' :i 1 :� � � � il "� � ti . w= ' � � : �{ � � �d � I � � � � i � ,� a I { � � � � � i � _ � . � � ' _i -- r f — ! �#. 3.,F = ._ .� -. _ . ` .7 I � � � � �_ + ' '_ _ , � — f �I I �M1� O:\5pecs-Stds Governance process�Temporary Spec Files\Capikal Delivery�Cap Delivery Di� 01�0171 23.16.41_Attachrrment A_5urvey Staking Standards.docx Page 26 of 26 ai�aza-� CLEANING Page l of 4 SECTION Ol 74 �3 CLEANIN�G PART1- GENERAL 1.1 SUMMARY �1.. Section Includes: ]. Intermediate arad final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort VVorth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily Iimited to: 1. Division d— Bidding Requirem�n.ts, Contract Forms and Conditions of the Contract 2. Division J— General Requir�ments 3. Section 32 �2 l 3— Hydro-Mulching, Seeding and Sodding 1.2 PRIC`E AND PAYMENT PROCEDDRES A. Measurement and Fayment 1. Wark associated with tkiis Item is consider�d subsidiary to the various Items bid. No separate payrnent will be al.lowed for this Item. 1.3 RETER�NCES [NOT USED] 1.4 ADMINISTRATIVE REQUXREMENTS A. Scb.eduling 1. Schedule cleaning apera�ions so that dust and other con�aminants disturbed by cleaning pracess �ri�l not fall on newIy painted suriaces. 2. Schedule iinal cleaning upon eompletion of Work and immediately prior to final inspection. 1.5 SUBMZTTALS jNOT USED] 1.6 ACTION SUSMITTAL�RNFORMATIONAL SUBMITTALS �NOT USEDj 1.'7 CLOSEOCJT SUBMITTALS [NOT i]SED] 1.8 MA.XNTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QIIAL�TY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLxNG A. Starage and Handling Raquire�en#s I. Store cleaniva�g products and cleaning wastes in containers specifieally designed £or those materials. CTT'Y OF FORT WQRTH DItAINAGE IMPItQVEivIE�iT5 FOK LEBOW CHANNEL AT 28'�'EI 5T. STANDARD CONSTIiUCTIpN SPECIF1CATiON DpCUMENTS CI'i'Y PR07ECT ND. 103052 Revised Jufy l, 20i1 61 74 23 - 2 CLEANING E'age 2 af 4 1.1T FXELD [SITE] CONDITIONS [NOT USED] LI2 W�RRANTY [N�T USED] PART2- PRODUCTS Z.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS �NOT USED] 2.� MATERIALS A. Cleaning Agents 1. Cornpatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Maierial recomrrneaded by manufacturer 2.3 ACCESSORI�S [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT T]SED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAIVIINATION jNOT IISEDY 3.3 PREPARATION [NOT USED] 3A APPLICATI�N [NOT USED] 3.5 REPAIR / RESTORATION [N�T IJSED] 3.6 RE-IN�TALLATION jNOT USED] 3.7 FIELD [ox] SITE QUALTTY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTXNG [NOT USED] 310 CLEANTNG A. Ceneral 1.. Prevent accum.ulation of wastes that c:reate hazardous conditions. 2. Conduct clear�ing and disposal ope:rations to coinply with laws and safety orders of governing authorities. 3. Da not dispose of volatile wastes such as mineral spirits, ail or paint thinner in storm oz' sanitary d�•ains Qr sewers. 4. Dispose of degradab�e debris at an approved solid waste dis�osal site. 5. Dispose of t�ondegradable debris at an appro�ed solid vvaste disposal site or in an alternate manner approved by Cify and regulatory agencies. CITY OF �'OItT WORTH DRAINAGE IMPROVE:MENTS FOR LEBOW CFIATIN�I. AT 28TH ST. STAT�AR.� CDNSTRUCTIDN SPEC�'ICATlOAi DOCU1VjENTS CTl`Y 1'ROdECT NO. 103U52 Revised July I, 2U1 l oi�azs-3 CLEANING Page 3 of 4 6. Handle materials in a controlled mar�er with as few handlings as passible. 7. Thoroughly clean, sw�ep, wash az�d polish a11 Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Wark. 9. if project is not cleaned to the satisfaction of the City, the City res�tves the right to have the cleaning camplet�d at the expense of the Contractor. 10. Do not buxn on-siie. B. Intermediate Cleaning during Construction 1. Keep Wark areas clean so a5 nat to hinder health, safety or canvenience of personnel in existing facility aperations. 2. At rnaximum weekly intervals, dispose of waste materials, debris and rubhish. 3. Con��e constiuction dehris daily in strat�gically Iocated container(s): a. Cover ta prev�nt blowing by wind b. Store debris away from const��uctian or operational activities c. Haul from site at a minimum of once per week 4. Vacuum ciean interior areas when ready to receive iinish painting. a. Continue vacuum cleaning on an as needed basis, until FinaI Acceptance. 5, Prior to stonn events, thoraughly clean site of all loose or unsecured items, �;vhich may becoxne airborne or trar�sported by flowing water during the storm. C. Interior Final Cleaning 1. Rema�a grease, mastic, adhesives, dust, dirt, stains,. fingerprints, labels and other foreign rnaterials from sight-exposed surfaces. 2. Wipe all lighting fixture reflectors, lenses, iaznps and trims clean. 3. Wash and si�ine glazing and mirrors. 4. Palisk� glossy surfaces to a clear shine. 5. Ventilating systems a. Clean �ermanent �lters and replace disposable f"ilters ifun.its were aperated during constructian. b. Clean ducts, blowers and coils if units were operated witlaout filters du�ing consteuction. 6. Repiace alI hutned out lamps. 7. Broom elean process area floors. 8. 1VIop office and control room flaors. D, Exterior (Site or Rzght of Way) Final Cleauing 1, Remove trash ax�d debris containers frQm site. a. Re-seed areas dis�urbed by location o£ trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remo�e all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along t�e roadway. 3. Clean any interior areas including, but nat limited to, vaults, manholes, structures, junet�on boxes and inlets. C1TY OF FORT WOR7'H DRAINAGE IMPROVEMENTS FO� LESOW GHANNEL AT 2$TH ST. STANDARD CON3TRUCTIbN SPECIFICATION DOCUMBNI"S C1TY PR07EC't NO. 103052 Revised ]uly i, 2011 01 74 23 - 4 CLEANINCr Page 4 of 4 4. If no lo�.ger required for m�aintenance of erosian facilities, and upon appraval by City, remove erosion control from site. S. Clean signs, lights, signals, etc. 31l CLOSEOUT ACTIVTTIES [NOT USED] 3.1.2 PROTECTXON [NOT U�ED] 3.1.3 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revisian L�g DATE NAME SUMIvfARI' OF CHANGE CITY QF FOR7' WORTI� DRAINAGE IMPROVEII�F.NT5 FOR LEBOW CHAIVNEL AT 28TFi ST. STANDAR]] CONSTRUCTION SPECTFTCATION DOCUM�I*TiS CTTY PRO]ECT NO. 103452 Revised ]uEy l, 2fl1 l 01 7719 - L CLb5 EOUT It�QUIIt�MENT S Page ! of 3 1 2 3 PART1- GENERAL 4 1.1 Si1MMARY �EC'IT ON O1 77 19 CLOSEOUT REQUIREMENTS 5 A. S eetion Tnc ludes : S l. The prbcedure for clo�ing out a contract 7 B. Deviatians from this City of �'ort Worth Standard Specification 8 1. None. 9 C. Related Speci�"ication Secrions ixaelude, but a�-e not �.ecessarily ]imitad to: 10 1. Di�ision 0-- Bidding Requirements, Contract Forms and Conditi�ns of the Conh•act d 1 2. Division 1— General Requirements 12 1.� PR,�CE AND PAYM�IT PROCIDURFS 13 A. Measurement and Payment l4 1. Work associatedwith this Item is considered subsidiax�y ta t�ae various Items bid. 15 No separate payment wili be allowed fot t�is Item. 16 1.3 REFIIZINCFS [NOT USID} 17 i.4 ADMINISTRATIVE REQUIREIVIENTS 18 A. Guarantees, Bonds and Afiidavits 19 1. No application for final payrnent wilJ be ac cepted until all guarantees, bonds., 20 certi£�icates, licenses and affidavits required for �Tork or equipment as speeified are 21 satisfactorily filed wzth the City. 22 B, Release of Liens or Claims 23 1. No application far iunal payment will be accepted u�til satisfactary evidence of 2:4 release of liens has bee�. stibinitted to the City. 25 1.5 SUENIITTALS 2b A. Subtnit all required docurnentation to City's Project Representative. 27 28 1.G INFORl17ATIONAL SUBNIITTALS [NOT IISID] 29 30 I.7 CLOSFAUT SUBNIITTALS [NOT IISED] 31 PART 2- PRODUCTS [NOT USID] 32 CTTY OF POTtT WORTII DRAfNAG�. IMPROVEMENTS FOR LF,BOW CF{ANNEL AT 28TH ST. STANf?AR_U CONSTRiIC'I'TON SPECIFICATION DOCiIMEN`T5 CITYPROTECTNO. 103052 Revised Nitu'c�. 22, 2021 O17719-2 CLa5�0UT REQUIREMENTS Page 2 of 3 1 PART 3 - EXECUi�ON 2 3.l INSTALLERS [NOT LTSED] 3 3.2 E�YAMINATION [N�T USED] 4 3.3 PREPARATION [NOT USED] 5 3.4 CLOSE(lUT PR�CIDiTRE 6 A. Prior to requesting Final Inspection, submit: 7 I. Project Record Dncuznents in accardance with Section O1 78 39 8 2. �peratian and Mainter►ance Data, if required, � accordance wiih Seclion 01. 78 23 9 10 lI 12 I3 1� 15 16 17 18 I9 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 3b 37 B. Priar to requesting �'inal Inspection, perform �'aiz�al cleaning in accotdance with Section O1 74 23. C. FinaIIx�spectian I, After £�inal cleaning, provide notice to the City Project Representative that the Work is completecl. a. The City wi11 make an initial Final Inspection with the Contractorpresent b. Upon completion of this in.spection, the CiCy will not:ify the Contractor, in writing wikhin 10 busmess days, of any particulars in which this inspection reveals that the Work is defective or incomglete. 2. Upon receiving v�ritten notiee from the City, immediately undertake ti�.e Work required to remedy deficiencies and campleie the Work to the satisfaction. af the City. 3 4. 5. Th� Right-of �n+ay shallbe cleared of all constructionmateri.als, barricades, and temporary signage. Z Tpon completion nf Work associated with the items listed in th� City's vvritten natice, inform the City tk�at the required Work has been completed. Upon z'eceipt of this nfltice, the City, m the presence of the Contractor, wiIl make a subsequent Final Inspection of the project. Provide all special accessories requixed to place each item of equipznent in full operataon. These specialaccessory itexn� include, hut a�•e not iit�ited to: a. Specif'ied spare parts b. Adequate oii and grease as required for the first lubricatian af the equiprr�ent c. Initiai fill up af all chezni.cai tanks and fuel tanks d. �.ight bulbs e. �'uses f. Vault keys g. Handwheels h. Other expendable items as requited fox initial start-up and operation of all equipment 38 D. Notice af Project Completion 39 I, Once the City Project Representative finds the Work subsequent to �'itiallnspectio� 40 to be satisfactory, the City will �ssue a Notice of Projeet Completior� (Green Sheet). 41 E. Supporting I}ocume�atation C1T'1t OF FORT W QRTH T]RAQFAGE lMPROVEMENTS FOR LEBOW CHANNEL AT 28TH ST. S'PANDA.R� CQNS"1'RUCi'ION SPECIFICA.T1qN llDCiJ[v1EN'�S CI7"Y PROdECTNO. ]03052 Revised Mv�eh 2Z, 2U21 01 7T 19 - 3 CLOSE4UT REQUIREMEN'CS Yage 3 of 3 1 1. Cnordinate with the City Project Representative ta completie the foliowing 2 additianal forrns: 3 a. Final 1'ayrzzent �equest � b. Statement of Contract Time 5 c. Af�da�it of Payznent and Release of Liens 6 d. Consent af Surety to Fanal Payment 7 e, Pipe Report (if required} 8 f. Co�tractor's Evaluation af City 9 g. Perfarmance Evaluation of Conrractor 10 F. Letter of Final Acceptance 11 1. Upan revievv and acceptance oiNotice ofPraject Completion and Supporting 12 Documentation, in accardancewith General Conclitians, City will issue Letter of 13 Final Acceptance and release the Final Payr�aent Request for payrnent. 14 3.5 REPAIR / RF�TORATfON [NOT C7SED] 15 3.6 RE-INSTALLATION jNOT USID] 16 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USIDJ 17 3.8 SYSTEM START[.IP [NOT Y1SIDj IS 3.9 A.D.�i_TSTING [NOT USID] I9 3.10 CLEAIVING (NOT USID] 20 3.11 CLOSEOUT ACTIVIT[E5 [NOT USED] 21 3.12 PROTECTION [NOT LTSID] 22 3.i3 11�AINI'II�iANCE CNOT uSEDJ 23 3.14 ATTAC��VVIENTS [NOT USED] 24 25 IIVD OF SECTION Revision Lag DATE NAME SLJMMARY OF CIIANGE 3 /2 212 0 2 1 M Owen 3,4 C. Adcfed language to clarify and emphasize requtrement to "ClearingROW" 26 CTTY OF PORT WQRTfi D12A[NAGE i3vIPROVEMENTS FOR LEBOW CHANiVEL AT 2$TH ST. STANDARD CQNS'IRUGTIO�I Sl'ECIFICATION DOCi1MENT5 C�'I"Y PROIECTNO. 103052 Keviscd Marcl� 22, 2021 DI 7$ 23 - 1 OPERAT[G1N AND 1V�AINTENANCE DATA Page 1 of 5 SECTZON Ol 78 23 OPERA'TZON AND MAINT�NANCE DATA �ART1- GENERAL 1.1 SUMMARY A. Section Includes: I. Product data and related in.formation appropriate far City's maintenance and operatio�. flf products furnished under Contz'act 2. Such products may include, but are not limited to: a. Tz'aific Cantrollers b. irrigatian Controllers {to be operatsd by the City) c. Butterfly Vaives B. Deviatians fi-om this City of Fort Worth �tandard Specification i. None. C. Related Speciiication Sections include, but are noC n�cessariIy limited to: 1. Division 0— Bidding Requi�'ennenks, Con�ract Porms and Conditions of ihe Contract 2. Division I-- General Requirennents 1.2 PRICE AND PAYMENT PROCEDUR�S A. Measurement and Payment 1. Work associated with this Item is consider�d subsidiaiy ta the various Items bicf. Na separate payment will be alIowed for this Item. 1.3 REFERENCES jNOT USED] 1.4 ADMXNISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in %.aaal form to the City within 30 calendar days of product shipmient ta the praject site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Sectian O1 33 00 . All submittals shall be approved by the City prior to delivery. 1.6 ZNFORMATZONAL SUBMXTTALS A. Submittal Forrn 1. Prepare data in farr� af an instructional manual foz' use by City �ersonnel. 2. �armat a. Size: S'/z inches x 11 inches b. Paper 1) 40 pnund minimum, white, for typed pages 2) H�les reinforced with plastic, clot.ka or rneta! c. Text: Manufaeturer's printed data, oz' neatty typewritten CITY QF FQRT VJORTH I3RAINAGE iMPRpVEMENTS FOR LEHbW CI{ANNEL AT 28TH ST. STANI�ARD CONSTRUCT'TON SPECIFICATTON DOCUMENT$ CITY PR07�CT 1�0. l03D52 Revieed December 20, 2012 017823-2 OPERATION AND MAINTENAr[CE DA'CA Page 2 of 5 d. Drawings 1) Provide reinforced punehed binder tab, bind in with text 2} Reduce larger drawings and fold to size of text pages. e. Frovide fly-leaf for each separate product, or each piece of operating equipment. 1) I'ravide typed description of p�'oduct, and major component parts of equipment. 2} Provide indexed tabs. % Cover 1) Identify each vohune with typed or printed title "OPERATING AND MAINTENANCE TNSTRUCTIONS". 2) List: a) TitleafPtaject b} Identity af separate struchu•e as applieable c) Identity of general subj ect matter eovered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastie ca�ers b. When muliipls binders are used, eo�xelate the data into relaied consistent group�ngs. 4. If a�aila6la, prov�de an electronic for�x► of the Q&M Manual. B. Manual Content I. Neaily typewritten table of cantents for each voiume, arranged in systematic arder a. Cnntractor, name of responsible principal, address and t�lephone number b. A list of each product required to be included, index�d to content of the volume c. List, wi�h each prbduct: I) The name, address and telephone number of the subcontractor or instalier 2) A list of each product required to be includ�d, indexed to cantent of the volume 3) Identify area of responsibility of eaeh �) Loeal source of supply for parts and replacement d. Identify eaeh praduct by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include ozaly thase sheets which ara pertinent to the specific product. b. Annotate each sheet to: 1) C1early identify speciiie praduct or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable inforrnatian 3. Dravcrings a. Supplement product data with drawings as necessary to cleaxly illustrate: 1) Relations of companent pacts of equipment and systexns 2) Control and flow diagrarns h. Coordinate drawings with izzforinafi�on in Project Record Documents to assure carrect illustration of eompleted installation. c. Do not use Project Reeord Drawings as maintenance ci�awings, 4. Written text, as required ta supplement product data for the particular installation: a. Organize in con.sistent format under separate headings far difFerent procedures. b. Provide logical sequenee of instructions of each procedure. CiTY OF FQRT WO1tTH DRAINAGE RViPitOVEMENTS POA LEHOVs+ CHANNHL AT 28Tf� ST. STANDAILD CO�ISTRUCTION SPECIPICATION DOCUMENT5 CITY PRO.TECT �IO. ] 03Q52 Revised Dece�nber 20, 2012 017823-3 pPERATiOTI ANl] MAINTENANCE BATA Page 3 of 5 5. Copy of each warranty, band and sez'vice cantract issued a. Provide information sheet for City persor►nel giving: 1) Propex procedures in event of failure 2) Instances which might affeci validity of warranties or bonds C. Manual for Materials and Finishe� Subnrzit 5 copies of complete manual in fina! form. Content, for architectural praducts, applied materials az�d fnishes: a. 1Vlanufactueer's data, giving full information on products 1) Catalag number, size, composition 2} Color and texture designations 3) Information :required for reordering special manufactured products b. Insfructions for care and mainten�nce 1) Manufacturer's recommendation for rypes of cleaning agents and methods 2� Cautions against cleaning agents and rzaethods which are det�rinnental to product 3) R�commended schedule far �feaning and maintenance Content, for moisture protection axtd weather exposure products: a. Manufacturer's data, giving full infoz7mation on products 1) Applicable standards 2} Chemical composition 3) Details of insta[lation b. Instructions for iz�spection, maintenance a�d t'epair D. ManuaI for Equipment and Systems 1. Submit 5 copies of cornplete manual in �nal form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component pairts 1) Functio�, nor�al opzrating characteristics and limiting condit�ons 2) Perfonm.ance curves, engineering data and tests 3) Complete namenelatur� and corntnercial nurnber of r�placeable parts b. Operating procedures 1) Start-up, break-in, routine and normal operaiing insttuct�ot�s 2) Regu�ation, control, stopping, shut-down and em.ergency iristructions 3) Su�umez- and winter opezating instructions 4) Special operating ins.tructions c, Maintenance procedu�'es 1} Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repa�r and reassembly 4) Alignment, adjustmg and checking d. Servicing and lubrication schedule 1) List of lubrieants requi�•ed e. Manufacturez''s printed operating and tnaintenance instructions f. Description of sequence of operatian by co�t�rol manufactwer 1) Pred�cted life ofparts subjeet to weaz� 2) Items recommended to be stacked as spare parts g. As installed control diagrams by coritrols manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams C1TY OF FOTtT WORTH DRA�IAGE IMPROVEMEIVTS FOR LEBOW CHANNEL AT 28TH ST. S'I'/�TDARD CQNSTRUCTION SPECIFiCATION DOCUMENTS C1TY PR03ECT NO. 103052 RevisedDecember 20, 2b12 01 78 23 - 4 OP�R.ATION AND �IAQ+�TENANCE DATA Page 4 af 5 i. Charts o� �alve tag �umbers, wi� lacation and function af each valve j. List of original inanufacturez''s spare parts, manufacturer's current prices, and recommended quantities tr� be maintained in starage k. Other data as required under pertinent Sections of Sp�ciiications f. Content, for each electz'ic and electronic system, as appropriate: a. Description of systeXz3 and component parts 1} Function, normal operating characterisiics, and limiting conditions 2} Perforrnance curves, engxneering data and tests 3) Complete namenclature and commercial s�umber of replaceable parts h. Circuit directoriea ofpanelboards 1) Electz'ical setvice 2) Controls 3} Communications c. As installed color coded wiring diagrams d. Operatit�g procedures l.) Routine and normal operat�ng instructions 2) Sequencesrequ�red 3) Speeial operating instructians e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shaoting" 3) Disasseznbly, repair and reassembly �) Ad�ustment and checkin.g f. Manufactu�rer's printed o.perating and rnaintenance instructions g. List of original manufacturer's sgaze parts, manufacturer's current prices, and reco�nzzaended quantities to be mainta.ined in storage h. Other data as required under pertinent Sections af Specificatians 4. Prepare az�d inc�ude additional data when the need for such data becames apparent during i�struction of City's personnel. 1.'� CLOSEOUT SUBMXTTALS [NOT IISED] i,8 MAINTENANCE MATERIAL SUBMITTALS �NOT USED� 1.9 QUALITY ASSUR.ANCE A. Provide operation and maintenance data �y personnel with t�e following criteria: 1. Trained and experienced in �xaaintenance and operation of described products 2. Skilled as technical writer to the extent required to camxnunicate essential �lata 3. Skilled as �iraftsman competent to prepare required dx'awings Cl�'Y OF FORT W6RTH DIt.A.iNAGE 1MPROVEMENTS FOR LEBO�V CHANATEL AT 28TE{ ST. STANDARB COtJS'fRUCTIDN SPECIFICATION DOCUMIENTS CITY PROJECT NO. 103052 Rev'rsed 13ecember 20, 2012 O17823-5 OPERATION ANB MAINTENANCE i]ATA Page 5 of 5 1,] U DELIVERY, STORAGE, AND HANDLING [NOT USEDX 1.11 FIELD [SITE] CONDITIONS [NOT USED] 112 WARRANTY [NOT USED� PART 2 - PRODUCTS [NOT USEDj �'ART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMM�IRY OF CHANCE 8/31/2012 D, Johnsan 1.S.A.1 — title af seckion remo�e� Cl"I'Y OF FORT WORTH DRAINAGE IMPTiOVEivJEN'FS FOR LEBDW CHANNEZ. AT 28TH ST. STANDARD COhiSTRUC'ilOF+i SPECIFICATION DOCUMENTS CITY PTt07ECT NO. l(F3052 Revised Decem6er 20, 2012 017839-I PRO.lECT RECORD DOCUM�AITS Page t nf 4 sECTrorr a� �$ s� FRO�ECT RECORD DOCUIVIENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Work associated with the documenting the projec� and recording changes to grnject cipcuments, including: a. Recard Drawings b. Water Meter Service Reports c, Sanitary Sewer Service Reports d. Large Water 1Vleter Reports B. Deviations firom this City of Fort Worth Standard Specification 1. None. C. Related 5pecifiaation Sections include, but are not necessarily limited ta: 1. Division Q— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Di�ision 1— Gene.ral Requirements l.z PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated witl�. this It�m is considered subsidiaxy to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQiJiREMENTS [NOT IISED] 1.5 SUBMITTALS A. �'rior to suUmitting a request for Final Inspectioa, deliver Projeet Record Documents ta City's Pro3ect Representative. 1.6 ACTION SUBMITTALSIINFOHMATIONAL SUBMXTT.ALS [NOT USED] 1.7 CLO;SEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERL4L SUBMITTALS [NDT US�D] 1.9 QUALITY ASSURANCE A. Accuracy of Records �. Thoroughly cooa•dinate changes vvithin the Record Documents, making. adequate and proper entxies an each page of Specificatians and each sheet of Drawings and other pocut�ents where such ent�y is required to shaw the chan.ge properly. 2. Accuracy of reeords sha11 be such that future search far items shown in khc Contract Documents rnay rely reasonably nn infarmatian obtained from the approved Project Recard Dacuments. C1TY OP F4RT WORTH DRA[NAGE IMPRbVE1VfENTS POR LEBOW CHANNEL AT 28T'H 5T. STA.NDARD CONSTRiTCTION SPECIFiGATIOlV DOCiIMENTS Cl"iY PROTECT NO. 103U52 Revised 7uly f, 2fll l D17834-2 PR07ECT RECQRD ➢OCCIMENTS Page 2 of 4 3. To facilitate acci.uacy of recarcis, make entries within 24 houxs after receipt of informatian that the change has occurred. 4. Provide factual infor�nation regarding all aspects of the Wark, hoth conccaled and visible, to enable fiYture modification nf the Wortc to proceed without lengtlay and expensive s�te measurement, in�estigation and examinatian. 1.10 STORAGE AND FIANDLING A. S.tarage aud Hancilzng Requirements 1. Maintain the job set af Record Dacuments completely protected frazx� deterioration aud from Ioss and damage until cornpletion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In t.�e event af loss of xecorded data, use means nacessary to again secure the data to the City's approval. a. In such case, provide rep�acements to th� standards originally re�uired by ihe Contz'act Documents. 1.11 FIELD [SITE] CONDITION� [NOT USED] 112 WARRANTY [NOT USED] PAR.T 2 - PRODjJCTS 2.1 OWNER FURNISHED [axJ OWNER-SUPPLIED PRODUCTS �NOT US�D] 2.2 R�+ CORD DOCUMENTS A. Job set 1. Promptly follawing receipt of the Notica to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents I. At a time nearing tlie com�pletion of the Work and prior to Fina1 Inspection, provide the City i complete set of all Final Record Drawings in the Contract. 2.3 ACCESSOkIES [NOT USEll] 2.4 SOiJRCE QrTALITY CONTR�L [NOT i1SED} PART 3 � EXECUTION 3.1 TNSTALLERS �NOT USED� 3.2 EX 4MINAT�ON [NOT USED] 3,3 PREPARATION [NOT USEDj 3A MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt ofthe job set, identify each of the Documents with the title, "RECORD DOCiTMENTS - 70B SET". CTTI' O� FORT WORTH DRAINAGE IMPROVEMENTS FQR LEBpW CHANTIEL AT 28TH 3T. STANDARD CONSTRUCTiON 5PECIFICATION DOCUA4EN'I'S CiTY PR01EC'T' NO. 103Q52 Revised 7uly 1, 201 l 017$39-3 PRO]ECT RECO1tD DOCUMENTS Page 3 af 4 4. 5. Preservation a. Considering the Coniract carripletion time, the probable number of occasions upon which the joh set rnust be taken out far new entries and far examinatian, and the conditions under which these activities wi116e performed, devise a suitable method for protecting the jab set. b. Do not use the j ob set far any purpose except entry of new data and far re�iew by the City, until stalrt af transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. Coaz'dination with Construction Survey a. At a minirnum, in accordanc� with the intervals set fort� in Section 01 71 23, clearly rtiark any deviations from Cantract Documents associated with installation of tlae infrastructure. Making. entries on Drawings a. Record a�y deviations from Cnntract Documents. t�. Use an erasable colored penc.il (not ink or inde]ible pencil), elearly describe the change by graphic line and note as required. c. Data all entries. d Call attention to the entry by a"cloud° drawn around the area ar areas affected. e. In the event af overlapping changes, use different colors for the Qverlapping changes. Conversian of schemat�c layouts a. In some cases on the Drawings, a�rangements of conduits, circuits, piping, ducts, and simi�ar items, are shown schematically and are not intended to portray precise physical layout. 1) Final playsical arrangernent is determined by t�te Contractor, subject to tbe City's approval, 2) However, design af fuiuxe modifications of the facility may require accurate info��nation as to t1�e fmal physical layout of items wl�ich are shown only schematically on the Drawings. b. Show an the job set of Record Drawings, by dimensian accurate to within I inch, the centerline of each run of items. 1) �'i�nal physieal arran�gement is deteiYnined by the Conlxactor, subject ta the City's approval. 2} S�aow, by symbol ar note, the vertical location of the Itezn {"under slab", "in. ceiling plenum", "exposed", and tk►e like). 3) Make �!� identification suff'iciently descriptive that it may be related reliabiy to the Specifications. c. The City may waive t11e requirements for canversion of schematic layauts where, in the Gity's judgment, cnnr�ersion serves no useful purpose. However, do not rely upon waivers being issued except as specificaIly issued in vv:riting by the Ciry. B. Final �rojeet Record Dacuments 1. Traasfer of data to Drawings a, Carefully transfer change daia shown an the job set of Record Drawings to the corresponding final documents, coardinating the changes as required. b. Clearly indicate at each af%cted detail and other Drawing a full descxiption of chan�es made during canstz•uction, and the actual locatian of itezns. CITY 4F FORT VVOR'I'Fi BRAINAGE IMPROV�MENTS F�It LEBOW CHANNEL AT 28TH 5T. STANL7ARD CQNSTR[ICTION SPECIFICATION DOCI![v1ENTS CI`I'Y PR07ECT NO. 1U3052 Reviseci ruly 1, 2D1 l pi7839-4 PR0.IECT RECOAl� DOCLIMENT5 Page 4 0£� a Call attent�on to each entry by drawing a"cloud" around the area or areas affected. d. Make changes neatly, consistently and with the proper media to assure longevily and clear reproduction, 2, Transfer of data ta other pocuments a, If the Docwments, other than Drawings, have beer� kept clean during progress of the Work, and if entries thereon have heea orderly to the approval of the City, the job set of those Dacuments, other tha�a Drawings, will be accepted as final Record Documenis. b. If any such Document is not so appro��d by the City, secure a new copy of t�hat Document from ti�e City at t11e City's usual ch�rge for reproduction and handling, and carefully transfer the change data �o the. new eopy io the appro�al of the City. 3.S REPAiR 1 RESTORATiON [NOT IISED] 3.6 RE-�INSTALLATION [NOT USED] 3.7 �'IELD [o�x] S3TE QIIALITY CONTROL [NOT USED� 3.8 SYSTEM STARTUP [NOT US�Dj 3.9 ADJUSTING [NOT USED] 3.10 CLEANING rNOT USED] 3.11 CLOSEOUT ACTIVIT�ES [NOT USEDy 3.12 PROTECTXON [NOT USED� 3.13 MAINTENANCE [NOT iJ5E1�] 3.14 ATTACHMENTS [NOT USED} END OF SECTXON CITY OF FORT WORTFi AR.AINAGE RvIPftOVEMENTS F01t LEBOVd CHANNEL AT 2$T�I 5T. STA.NDARD CONSTRUCTION BP�CIFICATIOt�T DDCUMBNTS CTTY FR07ECT NO. 103052 Revised July 1, 2Q l l 312316-1 iMCLASSiFIED EXCAVATlON Page 1 of4 SECTION 31 23 16 UNCLASSIFIED EXCAVATION PART1- GENERAL 1.1 SUMMARY A. Section Tncludes: 1. Excavate areas as shown on the Drawings or as directed. Remaval af materials encauntered to the lines, grades, and typical sectians shotvn on tl�e Drawings and removal from site. Excavations rnay include construction of a. Roadways b. Drainage Channels c. Site Excavation d. Excavation for Str�ctures e. Or any other operation involving the exca�ation oX ou-site material.s B. Deviations from this City of Fort i�7orth Standard Specification I. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Di�ision 1— General Requirements 3. Sec�ion 31 24 00 — Embankmeats 1.2 PRICE AND PAYMENT PR�CEDURES A. Measure�ent and Paymez�t I. Excavation by Plan Quantity a. Measurement 1) Measurezz�ent for this Ttem shall be by the cubic yard in its final po�ition using the average end area method. Lirr�its of ineasurement are shovvn on t3�e Drawings. 2) When mea5ured by the cubic yard in its final positian, this is a plans quantity measurement IEem. T'he quantity to be paid is the qua�ztity shown in the proposal, unless �nodified by Article 11.0�1 of the Gen.eral Conditions. Additional measurements or calcul.aiians will be made if adjustments of qnantities are required. b. Payment 1) The work perfort�ed and materials �urnished in accordax�ce with this Item and measured as provided under "Measurement" will be paid for at the uni� price bid per cubic yard of "Unclassi�ed Excavation by Plan". No additional co�aupensation will be allowed for rock orr sh.rinkagelswell factars, as these are the Cont�'actar's re5ponsibility. e. The price bid shall include: 1) Excavation 2) Excavation 5a�ety 3} Drying C1TY OF EORT WORTH DRAINAGE IMPROV&MEN'['S FOR LESOW C�IANNEL AT 28TH ST. STANDt11tll CON3TRUCTION SPECIFiCAT10I� DOCUM�NTS CITY PROJECT I�fp. 103052 Revised March I 1, 2022 a� � i6-z UNCLASSIFIED F.XCAVATIpN Page 2 of 4 4) Dust Control 5} Reworking ar repIacing the over excavated taaaterial in rvck cuts 6) Hauling 7) Disposal of excess material not used elsewhere ansite 8) Scarificatian 9} Clean-up 1.3 RE�'ERENCES [NOT USED] A. De t�initions 1. Unclassi�ed Excavation — Without regaxd to materials, ali excavations shaSi be considered unclas�i�ted and shall inGlude all materials excavated. Any reference to Rock or other :nr�aterials on the Drawings or in the speciiicatiozas is salely for the City and the Co�h'actor's �nformation �nd is not to be taken as a ciassificatiaa of the axcavat�on. 1.4 .ADMINSTRATIVE R�QUIREMENTS A. The Cont� actor vcrill provide the City with a Disposal Letter in accardance to Division 01. 1.5 SUBMITTALS [NOT i75ED] 1.6 ACTION SUBMITTAL�IINF'O�MATIONAL �UBMITT,ALS [NOT USED] 1..7 CLOSEOUT SLTBMITTALS [NOT USED] ].8 MAINTENANCE MATERiA.L SUBMITTALS [NUT U,SED] 1.9 QUALITY ASSURANCE A. Exeavation Safety 1. The Cantractor shall be solely responsible for making a�l excavatia.ns in a safe znannex. 2. All excavation and �related shee#ing and bracing slzall co�nply with the requirements af OSHA exca�ation safety standards 29 C�'R part 192b and state requirernents. 1.10 DELNERY, STORA.GE, AND IiANDLING A. Storage I. Withi� Existing Rights�of-Way {RO�V) a. Soil may be stared within existing ROW, easements or ternparary construction easements, unless specifically disallowed in the Contract Dacuments. b. Do not block drainage ways, inlets or driveways. c. Provide erosion control in accqrdance �vith �eetion 31 25 p0. d. When the Work is performed in active traffic areas, store materials only in areas barricaded as provsded in the traffic contz-ol plans. e. In non-paved areas, do not store materaal on the �'oot zone of any trees or i�t� landscaped areas. 2. Desigx�ated $iorage A.z-eas a. If tl�e Contract Documents do not allow the storage of spoils within the ROW, easernent or temporary construction eas�tnent, then secure and maintain an adeq�ate storage location. C1T�' OP FORi' �VO�{TH DRAINAGE IMPROVEivIEtdTS FOR I.�BOW CHAN R'EL AT 28�' ST. STANBARD CONS'tRUCTION SPECTFICATION DOCUMENTS CITX PROSECT NU. 103052 Revised Macch 11, 2U22 3123 Cfi-3 UNCLASSIFIED F.}CCAVATjON Page 3 af 4 b. Provide an aff davit that rights ha�e been secuz�ed to stare the materials on private propexty. c, Provide erosion control in accorda�ce with Section 31 25 00. d, Do not l�lack drainage ways. 1.11 F�ELD CONDI'T`X4NS A. Exisiing Conditions 1. Any data which has been or may be provided on subsurface canditions is not inter�ded as a representation or v�arranty of aecuracy or continuity be�veen soils. It is expressly underst�od that neither the City nor the Engine�r will be responsible for interpretations or canclusions drawn there from by ihe Con.tractar. 2. Data is xna�e available for the con�enience of the Contractoz'. 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] 21 �WNER FURNISHE� [NOT USED] 2.2 PRODUCT TYPES Ai�TD MATERIALS A. Materials 1. ilnacceptable Fill Material a. In-situ soils classiiied as ML, MH, PT, OL or OH �n accordance with ASTM D2487 PART 3 - EXECUTION 3,1 INSTALLERS [NOT USED] 3,2 EXAMxNATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CONSTRUCTION A. Accept ownership o�unsuitable or excess material and dispose of matez-za1 off-site accardance with local, s#ate, and federal regulations at lncaiions. B. Excavations shall �e performed in tl�e dry, and kept �ee from water, saow and ice dw-ing construction vvith eh except�on af water that is applied for dust controi. C. Separate Unacceptable Fill Material from other materials, remove fiom. the Site and p�4perly dispose according to dispasal plan. D. Maintain draina.ge in the exeavated area to avoid damage to the r�oadvuay sections and prapased or existing stnzctures. E. Gorreci any damage to t�1e subgrade caused by weather, at no addit�onal cost to the City- F. Shape slapes to avoid loasening material below ar outside the proposed grades. Remove and dispose of slides as directed. CITY OF FdRT WbRTH DIL4INAGE IMPROVEMENTS FOR LEH01N CIIANNEL AT 2$T" 5�'. STANDAEtd CONSTRi3CT10i�I 5FECIFICATTON T30CUIvIENTS CIT`Y PRO]ECT ]VO. �03052 Revised M�uch l l, 2D22 3123 [6-4 [Ji*ICLASSi�'IED EXCAVATIOI�F Page 4 of 4 G. Rock Cuts 1. Excavate to finish grades. 2. In t�e event of over excavatiQa due to contraetar error below the li�nes and grades established in the Dz'awings, use approved embankment material compacted in accordance with Saction 31 24 00 to replace the over excavated at no additional cost to City. H. �arth Cuts 1. Excavate to finish subgrade 2. In the event of aver excavation due to contractor error belo�v the lines and grades established in tb.e Drawings, use approved embankment mata�'ial compacted in accordance with Section 31 24 00 to replace the over excavated at no additional cost to City. 3. Manipulate and compact subgrade in accardance with Section 31 24 00. 3.5 REPAIR [NOT [ISED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD QIIALXTY CONTROL A. Subgrade 'I'olerar��es 1. Excavate to within 0.1 foot in all directions. 2. In areas of over excavati.on, Cantractor provides �ill materia� approved by the City at na expense to the City. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING �NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEaUT ACTIVITIES jNDT USED] 3.1� PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTXON Revision �.og DATE NAME SLIMMARY OF CHANGE 1 2/2 012 0 1 2 D, ,Tohnson 1.2 - Measuremant and Payment 5ection modified; Blus "faxt added £or cfarificaiion ] 12$113 D. 7ohnson 1.2 — Modified Bid Item names in paymant secnon to differentiate between Payment Methads on bid list. CT'I'Y OF FORT WQRTH DRAINACsE IMPROVEMENTS F�R LEBOW CElANNEL AT 28T" ST. SI'ANDARD CONSTRUCTiON SPECIFICATION DO�UMENTS CITY PROJECT 1V0. 1 D3Q52 Revised March 1 l, 2022 31 23 l4- 1 DEVJATERING Page 1 of 9 SECTX�N 3123 19 DEWATERING �ART 1 GENERAL 1.1 SUMMARY A. �ection Includes: The WORK of this section consists of contralling groundwater, site drainage and stornt flows during constz'uction. CONTRACTOR is cautioHed that the WiORK involves constructian in and around drainage channels, �ocal rivars, and areas of local drainage. These areas are subject to frequent periodic inundatian. B. Related Specification Sections ine3ude, b�t are not necessarily Iixnited #o: l. Divisio� 6— Sidding Require�ments, Contract �o�rrns and Conditions of the Contract 2. Di�ision 1— General Requzrements 3. Section 3l 23 16 — Unclassified Excavation. 4. Section 3 I 25 00 - Erosion and Sedimentation Contrnl 1.2 PRICE AND PAYMENT PROCEDiJRES A. Measurement and Payment 1. Measurement a. This Itern is considered subsidiary to "Embankment By Plan" 2. Payment a. The work pez'formed and the materials furnished in accordance with this Item are subsidiary to tl�e Items being bid and no ather cornpensation will be allo�ed. 1.3 REFER.ENCES A. Reference Standards 1. A5TM Internatianal (ASTM): 2. D698, Standard Test Methods for Laboratory Compactiou Characteristies of Soi1Using Skandard Effari (12 4�Q ft-lbf/ft3 (600 kN-mlm3}). 3. Te�as Commission on En�ironmental Quality (TCEQ) TPDES General Permit No. TXR150000 1.4 SUBNIITTALS A. CONTRACTOR shall submit ta the ENG�I�TEER a Dewatering Plan 2 weeks prior to execution of the PROJECT. At a minimum, tlae Dewatering Plan shall include: L Descriptions of propased groundwater and surface water contz-al fac�lities includ'ang, but not iizz�.ited to, equipment, naethods, standby equipment and power supply, means of ineas�u•ing inflow to excavations, polluiion cantrol facilities, discl�arge �ocations to be utilizad, and pro�+isions for imtr�edzate temporary water supply as required 6y this �ection. Revised Match I 1, 2@22 DRAINAGE IMPROVEMEIVTS FpR LEBOW CT-Vti�fNEL AT 28TH ST. CITY PROifiC'I' NO. 1a3D52 312319-2 D�.WATERING Page 2 of 4 2. Drawiu�gs showing locations, dimez�szons, and relatipnships of elements oi each system, 3. Design calcu[ations de�nonstrating adequacy of propos�d dewatering systems and components. 4. If system is modiiied duzing installation or npera�ion, revise or amend and resubmit Water Control Plan. PA12T 2 PR4DUCTS 2.1 MATERI�LS A. Onsite materials ma}r be used within the limits of construction to constr�act temporary dams (ineluding caffer da�s) and berms. Materials such as p3as�ic sheeting, sand bags, and storm sewer pipe may also be used if desired by CONTRACTOR. PART 3 �XECIITION 3.l GENERAL A. For all excavation, CONTRA.CTOR shall �rovide suitable equiptnent as�d la6or to remove water, and keep the ex.cavation dewatered so fhat construction can be can•ied an under devvatered canditaoa�s. 1. Water coiitrfll shall be accornpli�hed such that no damage is done to adjacent channel Uanks or structures. 2. Conti.nuously control water during course of construction, includingweelcends and ho�idays az�d during periads of work stoppages, and provide adequate bacicup systems ta maintain cantrol of vvater. B. CONTRACTOR is responsible for investigating and beconning fasniliar with all site conditions that may affect the WORK including surfaee watex, pote�tia! floodiung eonditions, level of groundwater and Fhe time of year the work is to be done. G CONTRACTOR shall �onduct operations in such a manner that storm or other waters may proceed uninterrupted alang their exist�ng drainage courses. 1. By submitii�g a BID, CONTR�I.CTOR acknowledges that CONTRACTOR has investigated the risk arising fironn such waters and �aas prepared BID accnrdingly, and assumes all of said risk. D. At np time during eonstruction shall CONTRACTOR affect existing surface or subsurface drainage patterns af adjace�t property. Any damage to ad3acent property resulting frorz�. CONTRACTOR's altera.tion af stiu�'ace or subsurface drainage patterns shall be repaired by COATTRACTOR at n.o additional cost to OWNER. E. Pumps and generators used for dewatering and t�ater control �l�all be quietequipment Revised Maech l i, 2022 IJRAINAG6 iMPROVE�vIEIVTS FOR LESOW CFIANNEI. AT 28TH ST, CI'I'Y PROS�CT NO. 107D52 312319-3 DE�VATERING Page 3 oi�} enelosed in sound deadening devices. F. CONTRACT�R shall remove all temporary water controj facilities when they axe no longer needed or at the coinpletion af the PR07ECT. 3.3 CONSTRUCTION G. Surface Water Control: 1. Surface water conirol generally fa11s into the fallowing categ�ries: a. Norma.l �ow flows along the channel. b, Starmlflood flaws along the channei. c. Flows from existing storm drain pipelines. d. i.ocal surface inflows not conveyed by pipejines. 2. CON`I'RACTOR shall caordinate, evaluate, design, construct, and maintain temporary water conveyance systerns. a. These syst�nns shall not worsen flooding, alter major flow paths, or worsen flaw characteristics during construction. C�NTRACTOR is responsibJe to ensure that any such worsening of flooding does nat occur. b. CONTRA.CTOR is solely responsible for determzning the methods and adequacy of water cantrol measures. 3. At a minimum, C�NTRACTOR shall be responsible £or diverting thE quantity of surface flow around the construction area so that the excavations will remai�. free af surfac� water for the time it takes to install these rnaterials, and the time required for curing of any concrete or grout. CONTRACTOR is cautioned that the miniznum quaniity flf watez to be diverted is far erosion control and eonstruction purposes and nnt far generaI protection of the cons�ction site, a. It shall be CONTRACTOR's responsibility to determine ihe quantity of water which shall be diverted t� protect the WORK fraFn damage caused by s�ormwater. 4. CON`Z'RACTOR shall, at all tirnes, maintain a flow paih for all channels. a. Temporary str�ctures such as berms, sandbags, pipeline diversions, etc., may be permitted for the cont�al af chaanel flow, as long as such measui-�s az•e not a major ahstruction to fload flows, da not warsen flooding, or alt�r histo.ric flow routes. H. Groundwater Control: �. CONTRACTOR shall install adequate meas�res to maintain the ievel of k�RAINAGE IMPROVEMENTS FQit LEBOW CHANNEL AT 28T" ST. CITY PKOI�CT MO. 1 �3052 Revised March i l, 2022 3123 19-4 DL�WA'i'ERIiVG Page 4 of 4 groundwater beiow �e faundation subgrade elevation and nnaintain sufficient beazing capacity for all structures, pipelines, earthwork, at�drockwork. a. Such measures may inchide, but are not limited ta, installation of perimeter subdrains, pumping from dziIled holes or by pumping from swnps excavated below the subgtade elevation. b. Dewatering frorn within the foundation excavations shall not be aIlowed. 2, The foundatio�. bearing surfaces are to be kept dewatered and stable until the structures nr other types of work are can�plete and backfil�ed. a. Disturbaz�ce af foundati4n subgrade by CONTRACTOR operations sha11 not be considered as originally unsuitable foundation subgrade and shall be repaired at CONTRACTOR's expense. Cantractoz' shall dispose of ground�,vater as folIows: a. Obtain discharge permit for water disposal from authorities having jurisdictian. b. Treat vsrater collected by dewatering operations, as z-equired by regulatory agencies, prior to discharge. c. Discharge water as i�quired by discharge permit and in manner that will no.t cause erasion or flaad'n1g, or otherwise dazziage existing facilities, completed Work, or adjacentpropeity. d. Remove solids from treatment facil�ti�s an�d perform other mainten.a�pce of treatment facilities as necessary to maintain their efficiency. 4. Any temporary dewatering trenches or well points shall be restored following dewatering operatians to reduce permeability in those areas as appraved by ENGINEER. Revisad March l 1, 2022 DRAINAGE. Z11�{PRQVEMHAfTS FOR LEBOW CHANNEL AT 28TH ST. CITY PR0IECT NO. 103052 31240U-1 E1viHAIVICMEI�fTS Page l of 9 SECTION 3124 04 EMBANI�MENTS PART 1- GENERAT, 1.1 SUMMARY A. 5ection Includes: 1. Transporting and placement of Acceptable �'ill IVlateriai within the boundaries of the Site for constt-�ction of: a. Roadways b. Embanklnents c. Drainage Channels d. Site Grading e. Any other operatian involving the placement of on-site materials S. Deviatior�s from this Giiy of Fort Wortn Standard Specification 1. Nane. C. Related Specif cation Sec�ians inciude, but are not necessarily limited to: 1. Division D— Bidding Requirements, Contract Forms and Conditinn.s of the Cantract 2. Division l— General Requirements 3. Section 31 23 1 b— i]nclassified Excavation I.2 PRTCE AND PAYMENT PROCEDURES A. Measurement and Payment Q c.. Embar�kments I�y Plan Quantity a, Measurement 1) Measurement for this Itern shall be b� the cubic yard in its iinal position using the average end area znethQd. Limits of ineasurement are shown on the Drawings. 2) When measured by the cub�c yard in its %nal position, this is a plans quantity measurement Item. The quantity to be paid is the quantity shown in the proposal, unless moclifed by Article 11,04 of the General Conditions. Additional measurements or calculations �ili be made ii adjustments of quant�ties are required. Payment J.) The work performed and materials fuz-nished in accardance wit1� this Item and measured as provided under "Measurement" will be paid for at the unit price bid per cubic yard of "Embankanent by Plan". No additia�al compensation vcrill he aIlowed far rack or shrinlcagelswel� factors, as these are the Contractor's responsibility. The price bid shac.11 include: 1} Transporting ar hauling inatez-ial 2) Placzng, compacting, and finishing Embarikment 3) Construct,ion Water 4) Dust Cont�•o1 5) Clean-up CITY OF FORT WORTH DRAI]VAGE IMPR4VEMENTS FOR L�BOW CHANN�L AT 28TH ST. STANDARD CONSTRUCTION SFECIFIi:ATION DOCUMENT'S C1TY PRD.IECT Nd. 103052 Reuised March I 1, 2022 ai zaao-x EMBANKMHNTS T'ege 2 af 9 b) Proaf Rolling 7} Disposal of excess materials 8) Reworking or replacement of undercut material I.3 REFERENCES A. Reference Stax�dards 1. Referenc� standazds cited in this specification r�fer to the current reference standard published at the time of the latest revision date logged at the e�d of this specificatiaa, unless a date is specif'ically cited. 2. ASTM Standards a. ASTM D4318� 10, Test Frocedure for Deteznnining Liquid Lirnit, Plastic Limit, and Plasticity Index of Soils b, ASTM D4943-08, Standard T�st Methad faz' Si�rinka.ge Factors of Soi1s by the Wax Method c, ASTM Db98-07e1, Standard Test Met�ods far Lahoratory Compaction Characteristics af Soil Uszz�g Standard Effort d. ASTM D I557-Q9, Stan.dard Test Methods for Laboratory Compactiox� Characteristics af Soil Using Modified Effort e. ASTM D73$2-OS, Standar•d Test for Determination af Ma�csmum Dry Unit Vtteight and Water Content Range for Effective Cozx�paction of Granular Soils (lsing a Vibrating Hammer £ ASTM D155b-47, Standard Test for Density and Unit Weight of Soil In-Place by the Sand C�ne Method 1.A� ADMIN�TRATTVE REQUIREMENTS A. Sequencing 1. Sequence wark such that calls af proctors are cornplete in accordance with ASTM D698 prior to commencement of canstruction activities. l..S SUBMITTALS A. Subrniitals shall be in accordance with Section O L 33 00. B, AIl submittals s�all be approved by tl�e City prior to constructinn 1.6 ACTION SUBNIITTA.LS/�NFORMATI�NAL SiTBNIITTALS A. Shop Drawings 1. Stockpiled mat�rial a, Pravide a des�ription of the storage of the excavated rrzaterial only if the Con#aact Doeurnenfs c�a not allow storage of materials in. the right-af-way or the easemen.t 1.7 CLOSEOUT SL1BI�ITTALS �NOT USED] 1.8 MAINTENANCE MATERIAI, SiTBMITTALS [NOT USED] 1.9 Qi1ALITY ASSURANCE [NOT USED] 1.10 DELiVERY, STOR�GE, AND I�ANDLLNG A. Storage CITY OF FDRT WORTH DRAAVAGE IMPROV�fvf ENTS �'OR C.EBOW CHANIdEL AT 28TH ST. STA7dDAIt� CONSTIiUCTIDN SPECIFiCATIQN DOCUMB�ITS CiTl' PRO.TECT NO. 103052 Revised March i 1, 2022 a�2aao-3 E1V�AI*fKMI&NITS Paga 3 of 9 1. Within Existing Rights-of-Way (ROW) a. Soi1 a�x�ay be siored within e�sting ROW., easements or temporary construction easements, uniess speciiically disallovved in the Contract Docum.e�ts. b. Do nat block tlrainage ways, znlets or driveways. c. Pro�ide erosion control in accordance with Section 31 25 00. d. When the Work is perfot�ned in active traffic areas, store rzxaterials only in areas bat�icaded as provided in the traffic control plans. e. In nan-paved areas, do not store material on the root zone of auy trees or in landscaped areas. 2. Designated Storage Areas a. If the Contract Documents do not allow the stozage within the ROW, easement or temporary consiruction easement, then secure and maintain an adequate storage lacation. b. Provide aza affidavit that rights have b��n secured to store the materials on private praperty. e. Provide erosion contral in accordance with Section 31 25 D0. d. Do nat black drainage way�. 1.1I FIELD C�NDITIONS A. Existing Canditians 1. Any ctata which has been or maq be provided on subsurface conditions is not intended as a representation or warranty of accuracy or coniinuity between soils. it is expressly undersioad that neither the City nar the Engineer will be responsible for interpretatians or conclusions drawn there fi-om by �lie Contractar. 2. Data is made a�ailable far the convenience of the Contxaetor. 1.12 WARRANTY [NOT USED� PART 2 - PRUllUCTS 2.1 OWNER-�'URNISHEv [NOT iTSED] 2.2 PRODiTCT TYPES AND MATERIALS A. Materials 1. Acceptable F'ill Material a. In-situ or i.mparted soils classified as CL, CH, SC or GC in aecordanc� wzth ASTM D2487 b. Free froin deleterious materials, boulders over fi inches in size and arganzcs c. Can be placed free from voids d. Musr have 2p percent passing the number 200 sie�e 2. Blended Fill Material a. In-situ sflils classiiied as GW, GP, GM, SW, SP, or SM in acco�dance with ASTM D2�87 b. Blended with in�situ or iitxaparted acceptable backfill material to meet the rec�uirements of an Acceptable Backf'iIl Material c. Free from deleterious materials, boulders over 6 inches in size and organics d. Must have 20 pe:rcent passing the number 204 sieve 3, ilnacceptable Fill Material CITY OF fr'O�tT WORTH DRAINAGE IMPROVEMENTS FOI2 LEBOW CT-�ANNEL AT 2$'H ST. STAIVDARD CONSTRUCTION SPECIFTCATTOIV DOCi1MENTS CITY PROIECT NO. 103052 Revised Mareh 11, 2022 312400-� EMBAI+IT�IENTS Page4of9 a. In-situ soils classifted as lWIL, MH, PT, OL or OH in accordance with ASTM D2487 4. Select FiII a. Classified as SC or CL in accordance with ASTM D2487 b. I,iquid limit less t�an 35 c. Plasticity index between 8 atzd 2Q 2.3 ASSEMBLY OR FABRICATION TOLERANCES �NOT USED] 2.4 ACCESSORIES [NOT USED] 2.5 SOLIRCE QUALITY CONTROL [N�T USED] PART 3 - �XECUTION 3.i INSTALLERS [NOT i1S�D] 3.2 EXAMiN'ATION [NOT USED] 3.3 PREPARATION A. Protection af In-Place Condition.s 1, Pavement a. Conduct activiti�s in sue� a way that does not datr�age existing pavement that is designated to remai.n. b. Repair or replace any pavement da�aged due to the negligence oi the contractor ou�,side the limits design.ateci for pa�ement removal at no additionaI cost 2. Trees a. Wk�en operating outside of existing ROW, stal�e permanent and temparary cpnstruction easements. b. Restrict al! construction activities to the designated ease�nents and ROW. c. �'lag and protect all trees designated to remain zn accordance with Section 31 l Q 00. d. Canduct embankm.ents in a manner such that there is no damage to the tree eanopy. e. Prune or trim tree limbs as specifically allowed by the Drawings or as specifically allowed by the City. 1) Pruning or trimming may only be accamplished with equipx�aent speciiically designed for tree pruning or trimming. 3. Abo�e ground Structures a. Prote�t aII abave ground structures adj acent to the co�stxuctio�. 4. Traff"ic ' a. Maintazn existing iraffic, except as modified by the traffic cantrol plan, and in accordance with Section 34 71 I3, h. Do not block access to d�iveways or alleys for extended periods of time unless: 1) Alternative access has been provided 2} Praper notifieatio�. has been pravided to the property owner ar resident 3) It is speci�ically allowed in the traffic control plan CITY O�' FOIiT WORTH DRAIiVAGS IIv[PROVEIvIENTS FOR LEBOW CHANNEL AT 28TH ST. STANDARD CONSTRUCTION SPECIFICATTON DOCUMENTS CITY PROJECT NO. 103452 Revised Marc[� 11, 2�22 3! 2400-5 EMHANKMENTS Fage S of 9 3.4 INSTALLATION A. Embankmenis Ganeral 1. Placing and Compacting Embankment Material a. Ferform fll operatior� in an orderly and systernatic rrzanner using equipment in proper sequence to meet the compaction requirements b. 5carify and loosen the unpaved surface areas, except rock, to a depth of at least 6 inches, unless atherwise shown on the Drawings c. Place �ill on surfaces free from trees, stumps, z'oots, aegetatian, ar other deleieri.ous materials d. Bench slopes before placing material. e, Begin filling in the lowest sectiot� or the tae af the work area f. When fill is placed duectly or upon older fiIl, remove debris and any lr�ose material and proof roll existi�.g surface. g. After spreading the loo.se lifts to the required thicknes� and adjusting it� moisture eontent as neeassary, simultaneously recompact scarified material with the placed embankzzxent materiai. h. RQII wit4t sufficient number passes to achieve the minizniur� required compaction. i. Provide water sprinkled as necessary to achieve :requirad moisture levels for speci£'ied compaction j. Do not add additionaI lifts until ihe ent�re pre�vious lift is properly compacted. 2. Surface Watex Control a. Grade suriace h�orizontally but prnvide with sufficient longitudinal and transverse slope to allow for runaff of surface water fram ev�ry poit�.t. b. Conduci fills so t�at no obstruction to drainage from any other sections �f �11 is created. c. Install temporary dewatering sumps in low areas during filling vvhere excess amounts of runoff collect. d. Compact unifaz�x�ly tht'oughaut. I�eep surfaces of f Il :reasonably smooth and free from humps and hollows that vvould prevent proper uniform compaction. e. Da not place fill during or shortly after rain events vvhich prevent proper wozk placement of the material and compactio�n f. Prioz- to resuming cQmpaction operations, remove muddy material off the su�'ace to expose firm and compacted �naterials B. Embankriaents for Roads 1. Only Acceptable Fill Material will be allowed for roadways 2. Embanicments for roadbeds sliall be co�astructed in Iayers approximateIy parallel to t�.e finished gra�e af the street 3. Const�7xct generally to canfornn to the cross section of the subgrade sectia� as shawn in the Drawings. 4. Establish grade and shape to the ty�aical sections shown on t[�e Drawings 5. Maintain iinished sectioas of emba.nkuient to the grade and compaction requirements until the project is accepted. C. Earth Embank�nents CITY OF FORT WC)RTF! DRAINAGE IMPROV�MENTS FOR LEBOW CHANNEL AT 28Td ST. STANDARD CONSTRUCTION SPECIFICATION DOCUMEN'1'S CITY PRO]ECT NO. f 43052 Revised March 11, 2022 3a zaoo-6 EMBANKMEhiTS Page 6 oP9 1. Earth eznbankment is mainly composed of materia! ather than rock. Constz'uct embankrnents in successi�e layers, evenly dist�ributing materials in lengths suited for sprinkling and rolling. 2. Rock or Cancrete a. Ohta.in approval from ihe City priox to incorporating rack and broken concrete produced by the construction project in the lower fayers of tlae �mbankment. b. No Rock ar Concrete will be pemvtted in embankments in any location where future utilities are anticipated. c. When the size of approved rock or broken concrete exceads the. layer thickness place the rock and canerete autside the limits of the proposed str�eture or pavement. Cut and remo�e a11 exposed reinforcing steel :from the braken concrete. 3. Move the material dumped in piles or windrows by bladin� or by similar methods and incorporate it into uniform layers. 4. Featheredge ar mix abutting layers of dissimilar :tz�aeerial for at least 100 feet to ensuze there are no abrupt changes in the rnaterial. 5. Break down clods or iumps of mat�rial and mix embankment until a unifoz�rz� material is attained. D. Rock Embankrnents 1. Rack embankment is mainly com�ased of rock. 2. Rock Embankments for roadways are only allou�ed when speci�tcally designated on the Drawings. 3. Construct rock embankrnents in successive layers for the full width of the roadway eross-sectian with a depth of 18-inches or less. 4. The layer depth for large rock sizes shalI not exceed a depth of 18-inches in any case. Fill vaids creatied by the large stone matrix w�th smaller stones during th� placement ata.d filling operations. 5. Ensure the depth af the embankment layer is greater than the maximum dimension of any rock, 6. Do not plac� rock greaier than 18�inches in its rr�aximum dimension. 7. Construct the final layer with graded material so that the densiry and uniformity is in accordance compaction requ�rements. 8, The itpper or finallayer flf rock embankments shall contain no mate�rial larger than 4 inches in their maximum dino.ension. E. Density 1. Cornpact each fayer until the rnaximum dry density as detennin�d by ASTM D698 is aclveved. a, Not Under Roadway or Structure: 1) areas to be caxzxpacted in the open, not beneatLl az�y s�ucture, pa�ement, fiatworic, or is a minimurn of lfoot outside of the edge of any structure, edge of paysment, or back of curb. a) Campact each layer to a minirnum of 90 percent 5tand�ard Proctor Density, b. Embaz�k.ments under future paving: CITY OF FORT WOI�TH DItAINAGE IMPROVEIvIENTS F(3R LEBOW CHANNEL AT 28� ST. STANI7ARD CONSTRIJCTION SPCCTFlCATION DOCUMENTS G1TY PRQ:IECT Nd. ] 03052 Revised March I 1, 2U22 312400-7 EMBAI�KMEAiTS Page 7 oF9 1) Compact each layer ta a minirnum of 95 percent standard proctar deasity with a moistu re co:ntent nat to exceed +4 percent or -2 parcent af aptimum moisture oz' as indicated on Ehe Drawings c. Embanlr�ents undar structures; 1) Cornpacted each layer as indicated on the Drawi.ngs F. Maintenance af Moisture and Reworking 1. Maintain the density arid moisture content once all rec�uirements are met. 2. Far soils with a PI greatez than 15, maintain �e m.oisture content no lower than 4 percentage paints below aptimum. 3. Rewar� the material to obtain the speciiied compactian when the materia! loses the required stability, density, maisture, or finish. 4. Alter the campaction methods and praeedures on su�sequent work to obtain specified density as directed hy the City. � 3.5 REPAiR [NOT U5ED] 3.G RE-ZNSTAI.LATION [NOT USEDj 3.'� �XELD QUAILITY CONTROL A. Field Tests and Inspections Proctors a. The City wi11 pez-foz�m Proctors in accardance with A�`I'M D698. b. Test r�sulis will generally he available to within 4 calendar days and distributed to: 1) Cant�actar 2) City 1'roject Manager 3) City Inspeetor 4) Engineer c. Notify the City if tlie characteristic di the sail changes. d. City will perform new proctors for varying soils: 1) When indicated in the geotechnical investigation in the Appendix 2) If notified by th� Cont�ractor 3) At the convenience of the City e. Embanl�ents w�ere different spil types are present and ara blended, the proctors shall be ba�ed an the mixt�u�e of tfiase soils. 2, Proof Rolling a. Embankinents under Future Pavement 1) Ciry Project Representative must be on�sit� during prqof rolling operations. 2) Use equipment that will apply sufficient load ta identify soft spots that rut or pump. a} Acceptable equipment includes fully laaded singie-axle water tnick with a 150fl gallon capa�ity. 3) Make at least 2 passes with the proof raller (down and bacic = 1 pass). 4) Offset each trip 6y at most 1 tire width. 5) If an unstable flr non-uni�orm area is found, correct the area. b) Correct a) Soft spots that rut or pump greater than 3/4 inch. b) Areas that are unstable or non-uniform CITY OF FOI2T WORTH I}RAINAG� IMPROVEMENTB FOR LEBOW CHANNEI. AT 28'H ST. STANDARD CbNSTRCTCTION SPECIFICATION DOCi1MEN'E'S CITY PItUJECT NO. 1d3052 Revised MArch [ 1, 2022 3t2400-8 F.MBANIfMENTS Page 8 of 9 7) If a non�uniform area is found then correct the area. b. Emban�.nn�ents Not Under Future Paving 1) No Proof RoIling is required. 3. Density Testing of EmUankments a. Density Test shall be in eonformance �vith ASTM D2922. b. Far Embankments under future pavernent: 1) The City will pet�fo�n d�nsity testi�ag twvice per working day when compaction operatians are bein.g conducted. �.) The testin� lab shall take a minimum of 3 density tests, but the number af test shall bc apQropriate fqr the ar�a being compacted. 3) Testing shall be representative of ihe current jift being compacted. 4) Special attenti�n should be piaced on edge conditions. c. For Embankmer�ts not under future pavement or structures: 1) The City will perform density testing onc� working day when compaction operatians are being conducted. 2) The testing lab s11a11 �take a minirnum of 3 density kests. 3} Testing shal.! be representati�e of the cumrent lift being compacted. d. Make the area where the embai�laiient is being placed availahle for testing. e. The City will determine t�te Io�ation of the test. f. The City testing lab will provide results to Contractor and the Ciry's Tnspeckor upon completian of tkze testing. g. A formai repdrt will be posted to the City's Buzzsaw sit� within 48 hours. h. Test reports sl�all includa: 1) Location of test by station num�er 2} Time an�d date of test 3) Depth of testing 4) Fieid mnisture 5) Dry density b) Praetar identifier 7} Percent Proctor Density B. Non-Gonfarming Woric 1. All non-conforming work shaIl be rezuoved and replaced. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJiTSTING �NOT USED� 3.10 CLF.ANING [NUT USED] 3.11 CLOSE4UT ACTIVITIES [NOT U�EDj 3.12 PR4TECTION [NOT USED] 3.13 MAINTENANCE [NOT U�ED] 3.I4 ATTACHMENTS [NOT IISED] END OF SECTION CITY OF FORT WORTH D$A1NftiGE IMPROVEMENTS FOR I.EBOW CFI:4NNEL AT 28TH ST. STANDARD CONSTRUCTION SPGCIF'ICATION DOCUMEAiTS C1TY PR03ECT NU. 103DS2 Revised M¢rch I1, 2622 31240U-9 EMHANK3vIENTS Page 9 of 9 Revision Log DATE NAME SiJMMARY OF CHANGE 1.2 — Added possible measurernent an.d payz�ent procedures and Blue I 2/20/2012 D. 7ohnson text for instructions on how the rnethods should be applied 2.2.2.a added GW and SW zx�aterial classi�catians 1/28/13 D. Johnson 1.2 — Modified Bid Item names in payment section ta differentiate between Payrnent Methods on bid list. CITY OF �'ORT WORTH DRAIiVAGE [MPRpVF.MENTS FOR LET30W CEIAAINEL AT 28TH ST. STAI�}DARD CONSTRUC'T'ION SPECIFICATIQN DpCUMENTS ClTY PROJL�CT NO. ] 03.Q52 Revised March I 1, 3D22 3l 370�-1 R[l'RAP Pege ! oF 10 SECTION 31 3'� DO RIPRAP PART 1- GENERAL 1.1 SLJNIlVIARY A. 5ection Includes: 1. Furnishing and installing can.c:rete, stone, cement-stabilized, or special riprap. B. Deviations fram this City of Fort Woi•th Standard Speczfication 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section Q3 30 00 — Cast-In-Piaee Concrete 4. Sectzon 31 25 fl0 — Erosion and Sediment Control 1,2 �RICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a, Measurement for tlais Item sha11 be by the face square yard to the depth specified of material corn.plete in place. Volume will be computed an the basis o� the rneasured area and rype, verified by iield me�surem.ents. 2. Payment a. The work performed and material.s furnished in aecordance with this It�m and measured as pr�vided under "Measurement" will be paid for at the unit priee bid per square yard of "Riprap" installed for: 1} Various types 2) Various thickn�sses 3) Various vaid-filling techx�iques 3. The price bid shall include: a. Furnishing, hauling, and placing ripiap b. Filter fabric c. Expansion joint material d. Concrete and reinforcing steel e. Excavation of toe wall trenches, as applieabie f. Excavatiozz below natural graund or bottAm of excavated channel, as applicable g. Shaping of slapes, as applicable h. Bedding i. Grout and mortar j, Scales k. Test weights 1. Clean-up 1.3 REFERENCES A. Reference Standards C1TY OF FORT WORTH DRAINAGE IMPROV�MENTS FOR LEBOW CilArilNfiL AT 28r" 5T STANDARD CONSTRUCTiON SP�CIFICAT[Qi*I DOCl1NIENTS CI�'Y PR07ECTN0. 1U3U52 Revised March 11, 2022 31 3700 -2 R[PAAP Page2of10 1. Reference standards cited in this Sp�cificatian refer to the currer�t xeference sta�dard publislaed at the time of the latest revision date logged at the end of tliis Speci� cation, unless a date is specifically cited. 2. ASTM Standards a. ASTM C136-06, Standard Tesf Method for Sieve Analysis of Fine and CoarSe Aggregates b. AST'M D7370-09, Standard Test MeYhod for Determination of Relative Density and Absorptian of Fine, Coarse, and Blended Aggregate i.Tsing Combined Vac�zum Saiuration and Rapid Submersion c. ASTM C524a-04, Standard Test Method for, Testing Rock Slabs to Evalua� the Soundness of Riprap by Use of Sodium Sulfate or 1Viagnesiurm Sulfate d. ASTM D4632-08, Standard Test Method for Grah Breaking Load and Elonga�ion of Geotextiles e. ASTM D4533-04, Standard Test Method for T�apezoid Tearing Strengdt of Geote�craie.s f. ASTM D7S I-Ob, Standard Test Methods f4r CoatedFabrics g. ASTM D4751-04, Standard Test Meihod fox Detert�ining ApparentOpening Siz� of a Geoiextile h. ASTM D4491-99a, Standard Test Methods for Water �ez-meability of Geotextiles by Perrnittivity ],4 ADMINISTRATNE REQLTIltEMENTS [NOT USED] 1.5 SiTBMITTALS [NOT iTSED] 1.6 ACTION SUBNIITTALS/IN�'ORMATIONAL SiTBNIITTAL� [NOT USED] 1.7 CLOSE�UT SUBNIITTALS [NOT USEDJ 1.8 MAINTENANCE MATERiAL SUBNIITTALS [NQT U�ED] 1.9 QIIALIT'Y ASSURANCE [N�T iTSED] 1.10 DELIVERY, ST�RAGE, AND HANDLING [NOT USED] 1.11 FXELD CONDITIONS [NOT IISED] 1.12 WARRANTY [NOT USEDJ PART 2 � PRODUCTS 2.1 OWNER-FYTRNISHED [NOT U�ED] 2.2 �'R�DUCT TYPES AND MATERIAL� A. Concrete Riprap 1. Use concrete with a compressive strength af �k,000 psi at 28-days, accarding to Section 03 30 00, unless otherwise show�n on t�e Drawings. B. Stone Riprap 1. Unless othe�•wise shown on the Drawit�gs, use durable naiural stone wifh a minimum bulk specific gravity of 2. Prov'ide stone that has a rnaximum wei�ht loss of 18 percent after S cycles of rnagnesium suliate solution and 1A� percent after 5 cycles of sodiu�on sulfate solution. CTi'Y OP FOiZT WORTFI DRAINAGE II�fPROVEMENTS FOR LEBOW CHANNEL A�T 28T" 5T 5'1'ANI7ARI7 CO�fSTKUETION SPECIF'iCATION DOCU�vIE�fTS Cli'Y PR07ECTN0. t03Q52 Revised tvlarch 11, 2022 3] 3704-3 RIPRAP Page 3 nf 1Q � 4. a For all types of sto�e riprap perform a size verif"�cation test on the first 5,000 square yards of finished riprap stone at a locatian determined by the Engineer. Weigh each stone in a square test area with the length af each side of t�a square equal to 3 times the specified riprap thickness. The weight af the stones, excludi�ng spalls� shouid be as s�seci�ed below. Additional tests may be required Do notplace acfditianal riprap until the initia15,000 square yards of riprap has been approved. VVhen specified, proeide grout and mortar as defined as 1 part Portland cement to 3 parts sand and mixed wzth water until it achieves a consisten.cy that will flow into and completely fill all vnids. Provide filter fa�ric in accordance vvith Section 31 25 00. For slab riprap, provide the filter fabric type shown on the Drawings a. Large 1} Use stones between 50 and 250 pounds with a minirnwm of SO �ercent of the stones heavier than 1 p0 pounds b. Mediuxn 1) Use stones between 50 and 250 �aoiuzds with a minijnum of 40 perc�nt of the stones heavier than 1 QO pounds TJse stones with at least 1 broad flat surface, c. Block 1) U�e stones between 50 and 250 pounds. Use stanes tUat are at least 3 inches in kheir least dimensiQn. Use stanes that are at least kvc+i�e as wide as they are thick. Wher� shown on the Dt awings ar appraved, material rnay consist of hroken conczete removed under the Cantract o r from other approved sources. Befor� place:ment of eaeh piece of broken concrete, cut exposed reinforcetnent flush with all surfaces. d. S[ab 1) Use baulders or quarried rock that rneets the gradation requirements of Table 1. Both the width and the thickness of each piece of riprap must be a least 1/3 af the length. When shown on the Dxawings or as approved, material may eonsist ofbroken cancrete removed under the Contract or from other appror�ed sources. Before placemen� of each piece of broken cancrete, cut exposed rein�orcement flt�sh r�+ith all surfaces. 2) Provide bedding stone that in-place meets the gradation requirernents shown in Tabie 2 or as athervvise shown on the Drawings. Ta�le 1 Size � 1 Maximum Size 6 in. 15in. 18in. zi�. 25 530 800 Gradation Requ' 90 percent SizeA (!h.} 10-23 290-475 SO percent Size� Ib. 5-7 3fl-75 b0-165 l QS-220 ��rs-�ao 200-325 $ percent Size, Minimum {lh.) 1 3 2D 22 25 C1TY OF FORT WORTH DRAIA[AGE IMPRpVEtvIENTS FOR LEBOW CI3ANNEL AT 2ST" ST STAi�TDARD CON�TRL3CTIQN SPECIFICATiON DOCIJIvIEN1"S C1TY PR07ECTN0. 143fl52 Re�ised March 1 l, 2022 31 370D -4 RIPRAP Page4nF10 TR�?E� � Stane Gradation Sieve Size (Square Mesh) � Percent by Wei�ht P 3 inches 1-112 inches 3/4inches Na. 4 No. 10 �oo so-sa 20-6Q a-�s Q-5 C. Special Riprap l. Fuxnish materials for special riprap according to the Dra�rings. 2.3 A.SSEMBLY OR FABRICATION TOLERANCES [NOT USED] 2.4 ACCESSORIES [NOT L1SED] 2.� SOLTRCE QUALTI'Y CONTROL [NOT USED] PART 3 - EXECIITION 3.l INSTALLERS [NOT USED] 3.2 EXAMiNATIdN [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Dress slopes and protected areas to the line and grade shown on the Dravvings before the place:n:ient t�f riprap. Place riprap and toe walls according to details and dimensions shown on th� Draw�ings or as directed hy the Engineer. B. Concrete Riprap I. Reinforce cottcrete riprap with No. 3 reinforcing bars spaced at.a maxitnum af 18 inches in each direction unless otherwise shown. Provide a minim�n 6-irtch lap at all splices. At the edge oi%}�e x'ipz'ap, prouide a minimum horizontal cover of i inch and a maximum cover of 3 inches. �'lace the first para11e1 bar at most 6 inches from the edge of concrete. Use approved supports to hold the reinforcement apprnxitnately equidistant from the top and bottom surface of the slab. Adjust reinforcetn.ent durin.g concrete placement to maintazn correct pos�ition. 2. As directed, sprinkle or sprinkie atxd consalidate the suE�grade before the concrete is placed. Afl su�•faces must be moist when conerete is plaeed. 3. Compact each layer to a minimum of 45 percent standard proctor density with a maisture eo:ntent not ta exceed -�4 percent ar-2 percent of optimum moistuz'e oz' as indicated on the Drawings. 4. After placing the concrete, connpact and shape it ta conform to the dimensions shown on Drawings. After it has set sufficiently to avoid slurnping, finish the surface with a wood float to secure a smooth surface or broom f�nisk� as approved. 5. Immediately after the �nishing opezation, cure the riprap aecarding ta Section 03 30 00. CI7'Y OF FQRT WQRTH IJRA4VAG8 QvIPROVEMENTS FOR LSSOW CHAIVNEL A7' 2$T" ST STAidDARD CONiSTRUCTTON SPECIFICATIOIV DQCUMENTS C1TY PR03ECTN0. ]03052 Revisad Ivfa�•ch 11, 2D22 3� 3�aa-s r��r�r Page 5 oF 10 C. Stone Riprap 1. Provide the folIowing types of stone riprap when shown on the Drawings_ a. Dry Rip:rap 1} Dry rzprap is stone riprap with voids filled with only spalEs or snaa�l stones. b. Grtiuted Riprap j) Grouted riprap is Type Large, Mediutn, ar Biock stone riprap with voids grouted after all the stones are zn. place. c. Mortared Riprap 1) Martared riprap is Mectium stone riprap laid and marta�red as each stone is placed. 2. Use spalls and small ston�s lighter fhan 25 paunds to fill open joints and voids in stone riprap, and place to a tight fit. 3. Do not place martar or grout when t1�e air temperature is belovu 35 degrees Fahrenheit. 4, Protect work f`rom rapid drying for at least 3 days after placement. Unless otherwise appraved, place �Iter fab� ic wi� the length z'unning up and down the slope. Ensure �abric has a minimum overlap of 2 feet. 5. Secure fabric with nails or pins. Use nails at least 2 inches long with washers or U- shaped pixts vG ith legs at least 9 inc�es long. Space nails or pins at a maxirnutz�. af 10 feet in ea�h direciion and 5£eet along the seams. Alteinative anchorage and spacing. may be used when approved. 6. T .arge a. Construct riprap as shown i� Figure 1 and as shovva on the Drawings_ P1ace stones in a single layer with close joints so tha� most of their weight is carried by ihe �arth aiid not by the ad�acent stones. b. Place the upright �is of the st4nes at an angle of approximateiy 90 degzees to the embankmeni slope. e. Place each course fram tlae battam of the embankment upward with the Larger stones in the lower courses. d. FiJ.I open joints between stones withspalls. e. Place sfanes to create a uniform finished tap surface. Do not exceed a 6-inch variation between the tops af adjacent stones. Replace, embed efeeper, or chip away stones that pzoj aci mare than the allowable amount abave ihe �nished surface. f. When the Drawings requare J.arge stane riprap to be gr�uted, pre�ent earth, sand, or foreign material fram filling the spaces be�ween t�e stones. After the stones are in place, thorou�hly wet the stones, filI the spaces between the stones with grout, and pack. Sweep the surface of th� riprap with a stiff broom after grouting. Medzum a. Dry Placement 1) Construct riprap as shown in �'igure 2. Set the flat surface on a prepared horizantal earth bed, and overlap the underlyi�g course ta secure a Iapped suriaee. 2) Place the laz•ge stones fust, roughly ari•anged in close con�act. Fill the spaces between the laz•ge stones wit?n suitably sized stones placed to leave the surface eve:nly stepped and conforming to the contour required. 3) Place stone ta drain water down the face of the slope, Cl�'Y DF FORT WORTH DRAII�fAGE IIvlPiLOVEMENTs Fal2 LESOW CIIANNEL AT 28T" ST STANDARD CONSTRUCTION SPECIFICAT[ON DOCiIA/ISIVTS Cl'f`Y PIiOdECT ATp. 103D52 Re�ised March I l, 2D2Z 3[ 3700-6 RIPRAP Page fi of ] 0 b. c. D. Block Grquting 1) Construct riprap as shown in Figure 3. Si�ze, slaape, and lay large f1aC� suz'faced stones to prod�ce an �ven surface with minimal voids. 2) 1'lace stones with the flat surface facing upward paura�lel to the slope. Place the largest stones near the base of the slope. 3) Fill spacas between the larger stones with siones of suitable size, leaving the surface smooth, tight, and conforming to the contour required. 4) Place the stones to create a plana surface with a maximum �ariation of 6 inehes in 10 feet from tru� plane. Provide the same degree of accuracy for warped and curved surfaces. 5) Prevent earth, sand or foreign material from fiU.ing the spaces between the stones. After the stones are in place, thoroughly wet them, fill the spaces between ihena with grout, and pack. Sweep th� surface witri a stiff broom after grouting. Mortaring 1} Canstzuct r'sprap as shown in Figure 2. Lap courses as described for dry placement. Before plaeing mortar, wet th.e stanes thoroughly. 2) As the larger stones are placed, bed tb.e:tn in fresh mortar anc3 shave adj aceztt Stones into etintact with one another. 3) After co�nnnpleting the work, spread all ex�ess xnortar forced out during placement of tk�e stones uniformly a�er thein to iill all voids campteteiy. Paint up all joints roughly either with flush jairits or with shallotx�, smaath raked joints as direcied. 1, Construct riprap as shown in Fi�re 4. Place stones on a bed excavated �or the base course. Bed the base caurse of stone well into the ground with the edges in contact, Bed aud place each succeeding course in even contaet with the precedin� course. 2. Use spalls and stz�al! stones to fill any open joints and voids in the riprap. Ensure the �nished sur£ace presents an even, tight surface, true to the line and grades of tl�e typicaI sec�ions. 3. When the Drawings require grouting Black stone riprap, pre�ent earth, sand, oz' %reign rnaterial from filling t�ie spaces b�tween the stones. After the stones are in place, wet them tharoughly, �11 the spaees between thezn witla graut, and pack. Sweep the suzface with a s.tifi brooin after grouting, E. 51ab 2. 3. Construct riprap as si�own iva Figure S, Place riprap stone on tbe slopes within the limits shawn on the Drawings. Place stone for riprap on the bedding materiaf ko pr4duee a reasonably well-graded rnass af riprap with the minirnurn practicable p�rcez�tage of voids. Construct tha ri.prap to the lines and grades shown on the Drawings ar staked in the field. A tolerance nf +6 znches and -0 irich from the slope line and grades shown an the Drawings is allowed in the �nished surface of the riprap. Place riprap to iis full thicl�ess iu a sin�le operatian. Avoid displacing the bedding, material. Ensure that the entire mass of stones in their final pasi�ion is free fram obj ectionable pockets af small stones and clusiers of larger stones. CSfY OF FORT WORTH �RAIlVAGE 1MPROVEMENTS FOR LEBOW CHrk�INEL AT 28r" ST STANpARI7 CQNSTitUCT[ON 5PEClF'ICAT[ON I]OCUMENTS CTCY PRQJECTNO. 103052 Revised Mazch 11, 2�22 31 37 00 - 7 RIPRAP Page 7 oC ! 0 4. Do nat place riprap in layers, and da not place it by dumping it into chutes, d�unping it frarn the top of tlae slope, pushing it from the top of the slope, or any methnd likely ta cause segregation of the various sizes. 5, Obtain the desired distribution of the various sizes of stones throug�aout the mass by selecti�e loading of material at the quarry or other source or by other methods of plaeement that will produce tl�e specified results. b. Rearrange individua� stones by m�chazuca� equipment or by hand if necessary to obtain a reasonably well-graded distribution of stone sizes. F. Speciaj Riprap 1. Construct special riprap according to tl�e Dz'awings. 3.5 REPAYR [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.q FIELD QUALITY CONTROL [NOTUSED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 A.D3USTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEO C1T ACTIVITIES �NOT USED] 3.12 PROTECTION jNOT USED] 3.13 M.�INTENANCE [NOT USED] 3.14 ATTACHMENTS G�ouf �+hen ...s.�tt�� . �� '�� ' � Slap� �� i��e�� 11�r#g�� t�� o# st�n� ��p�r�d+c�l�P #o ato�e �'igure 1- Large sione riprap, dry or grouted. CITY OF FORT WORTH aRAIbiAGE IMPROVEMENTS FOR LEBOW CHANNEL AT 28'�' ST STAND.ARD CONSTRUCTfaN SPECIFICATIAN DpCUNfENTS CITY PRp1ECTN0. 103052 Revised Ma� 1 l, 2022 31 3740 -8 RIPRAP Page 8 of 10 � �r��t �,h�� ci�i�� l�fi �id� u� -� '�-6'" �ain 7��6y ��A �igure 2- Medium stone riprap, d�•y or gi outed. � " � � �uPt�� wp�fl - ��ifi�� : . �. � .� �� ln�� a# ��6�nk��f � � � � �... �� e �f Figure 3- Medium stone riprap, naartared. CTTY OF PORT WORl'H DRAWAGE IMPRDVEMENT5 FOR LBBOW CIiANNEL AT 28T" ST STANDARI7 CONSTRUGTION SP£CIFICATION DOCUMENTS C]TY PRQ]ECTNO. 1U3052 Ttevised March l l, 2b2� 31 37 DO -9 RIPRAP Page 9 af 10 � F�u�ltiPl� l�y�rs l�o�°� th��r o�P r�tF� ��pt�! � � _ � �� ;� � � .� ,� � Gt°�t�t tdb�r� s��ci�i�d J �� J u !AIl1 Pigure 4— Block stone riprap, dry or grouted. ,� �t .r�.i�� i�"'��,�� `� ''�'1�,� �'�'� ��;�,��l�i�' ��: :�►:.;.,_ � ��.,�:�� ,��, ��!1 :r�► �..��.:�� ;�� . �¢ �� c+E �� f��.. END OF SECTION C1TY OF FORT WORTI� ARAINAGE IMPROVEMENTS FOR LEBOW CHANNEL A"i` 28T" ST STANDARD CONSTRUCTION SPEC�ICAT'iON DOCUIVIENTS C1TY PROJEC'TNO. LQ3052 Revised Mareh l I, 2022 Figure 5-- Slab sto�ne riprap 31 3700-]D RIPRAP Page 1Qof 10 Revision Log DATE NAME SZ_TMMAR�' OF CH�INGE 12f2012012 D. Johnson 3.4.B. — de�ned compaction requirements beneath concrete rip rap CTI'Y OF FaRT WORTFI 1]RAINAGE IMPROVEMEIVTS FOR LEBOW CIIAI�NEL AT 28r" $T STANDARD CONSTRUCTION SP£CIFICATIONDOCLTMLTIT5 C1TY PR�JECTNO. LQ3052 Revised Marc� 11, 2022 32D117-1 PERMAN�',NT ASPfiALT PAVINCr REPAIIt Page 1 oF5 2 3 �'A.RT 1- GENERAi, s�eT�oN 3z ox x� FERMANENT ASPHAS.'� PAVING REPAIR 4 1.1 SUMMARY 5 A. Sectian inc�udes: 6 7 8 9 10 11 I2 Flexible pavemeni repaar to include, but nat limited ta: a. Utility euts (water, sanitary sewer, drainage, franchise utilities, etc.) b. Warranty work c. Repairs of damage caused by Contractar d, Any germanent asphalt pavement repair needed du:ring fhe course of construction B. Deviations frorrz tl�is City of Fort Worth Standard Speciizcation 1. Measure�.en.t of Asphalt Pavement Repair, 1.2.A. la(1). 13 C. Related Speci�eation Sections include, hut are not necessarily limited to: 14 1. Division 0— Bidding Requiremenis, Contract Fo�x�.s, and Cond�tions of the Conhact 15 2. Divisian 1— Geqeral Requirements �� 17 3. Section 03 3�4 15 — Concrete Base 1Vfaterial %r Trench Repair 4. Sectia� 3� 12 16 — Asphalt Faving 1 S 5. Section 32 13 13 — Concrete Paving 19 6. Section 33 QS i 0— Utility Trench Excavation, Embedment and Backfill 20 1.2 PR�CE A1vD PAYMENT PROCEDURES 21 22 23 24 25 2b 27 28 29 30 3l 32 33 34 35 36 37 38 39 A. Measurement and Fayment 1. Asphalt Pavement Repair a. 1Vleasurement 1) Measurernent for thzs Item wi11 be by the linear fook of Asphalt Pavement Repair based on the defined width specified in the Dra�rvings_ Re�air width is to include the width beyand the ireach sk►own in the Drawi�gs as well as any additiat�al width required around structures. b. Payment 1} The work performed and materials fu��isb;ed an accarda�ce wi.th this Item and measured as provided under "Measurement" will he paid for at the unit price bid pri�e per linear foot of Asphalt Pavement Repair. c. The price bid shali include: 1) 1'reparing final surfaces 2) Furnishing, loading, i�nloading, stor�ng, hauling and handling all zx�aterials including freight az�d royalty 3} Traffic cont�ol for all testmg 4} Asphalt, aggregate, and addikive 5) Materials and work needed for coirective action b) Trial batches CITY OF FORT 1'�ORTH I]RA.INAGE [IviPRDVEMENTS FOR LEBOW CHANN�I. AT 28ti'f� ST. STANDARD CdNSTRCJCTI4hi SPECIFICATION DQCi1MENTSCITY PItOIECT NO. 103052 Revised March 11, 2Q22 32U1 17-2 PERMANEi�("i' ASAHAI.T PAVING REPAIR Page 2 of 5 1 7) Tack coat 2 8} Re�xa:aval andlor sweeping excess material 3 2. Asphalt Pavement Repair for Y7tili.ty Service Trench 4 a. Measurement 5 1) Measurement for this �tem wiIl be by the linear foat of Asphalt Pavement 6 Repair centered on the proposed sewer service line measured from the face of 7 curb to the limit of the Asphalt Pavement Repair for the main sewer line. 8 b. Payment 9 1) The work perfoz7med and materials fui�ished in aecordance with this Item and lfl measured as pravided under "Measuxement" will be paid for aE the unit price 1 l bid pr�ce per linear foot of"Asphalt Pavement Repair, Service" installed for: 12 a) Variaus types of utilities 13 a The price hid sball incIude: 14 1) Prepari�pg fmal surfaces is 2) Fwrnishing, loading, unloadiu�g, storing, haul.ing and h.audling al[ materials � ( including fteight and royalty �7 3} Traffic control for all testing 18 4} Asphalt, ag.gregate, and additive 19 5) Materials and wnrk needed for correcti�e act�on 20 6) Trial batches 21 7) Tack coat 22 8} Removal and/or sr�veeping excess material 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 3$ 39 aa 41 �42 43 44 45 �46 47 3. Asphalt Pavement Repair Beyond Defined Width a. Measurement 1) Measurement for this Item wiJ.l be by the square yard for asphalt �aavement repair beyand pay limits of the deflned width of Asphalk �'at�ement Repair by roadway ciassification specified in the Drawings. b. Payx�nent 1) The work pexfoi�n�d and materials furnished in accordance with this Item and ineasured as provided under "Measurement" will be paid %r at the unit price bid per square yard of Asphalt Favernent Repair Beyond Defined Width. c. The price bid shall include; I} Preparin� �ina� surfaces 2) Furnishing, load�ng, unloading, storing, hauling and handling all matezials including freight and royalty 3) Traf%c cantrol for all testing 4) Asphalt, aggregate, and additive 5) Materlals andwork needed far carrective actian 6} Trial batches 7} Tack coat $) Rernoval andlor sweeping exces5 mate�ial �4. Extra Width Asphalt Pavement Repaix• a. Measurement 1) Measurement for Clus Itenrz will be by the sr�uare y�c'd far surface repair (does not include base repaix) for: a) Various thicknesses b. Payment CITY OF PaRT WORTH DRAINAG6IMPROV�II+I�MTS FOR LEBOW CHANNBL AT 28T" ST. STANDARD CONSTRUCTION SFEC[PICATI�N DOCUMENTSGITY FR0IECT NO. 103052 Revised Mai�ch I 1, 2022 320117-3 PEItMAN�NT i1SFEiAI.T PAVING REPAiR Page 3 pf 5 I 2 3 4 5. 6 7 8 9 ia 11 12 13 14 1.3 1) The work perfornned and materials furnished in acc�rdanee with this Item and measured as pro�ided under "Measurement" will be paid for at the unit pi-ice bid per square yard of Extra Width Asphalt Pa�eme�at Repair c. The price bid shall include: 1) Preparing f�aaal surfaces 2) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royaity 3} Traffic control for all testing 4} Asphalt, aggregate, and additive 5) Materials and wark needed foz' corrective action 6) Trial hatches 7) 'Tack coat 8) Removal andler sweepi�g exeess rnaterial REFERENCES 15 A. De�lnitipns l6 1. H.M.A.C. — Hot Mi.x Asphalt Cancrete 17 1.4 ADMZN�STRATIVE REQ�]IREMENTS 18 A. Permitting 19 1. Obtain Street Use Permit to make utility cuts in the sb-eet fram the Transpartation and 20 Pubiie Works D�partm.ent in conformance with curz'ent ardinances. 21 2. The Transporiation and Fublic Works Departm�tzt will inspect the pavin� repaiz' af�er 22 constructi.on. 23 l.5 SUBMITTALS [NOT USED] 2:4 1.6 ACTION SUSIV�TTALS/INFORMATIONAL SUBNIITTALS 25 A. Asphalt Pavexnent Mix Design: submit for approval: see �ection 32 12 16. 26 1.7 CL05EOUT SUBMITTALS [NOT IISED] 27 1..$ MAINTENANCE MA1'ERIAL �UBNIITTALS [NOT USED� 28 1.9 QUALITY ASSURAIYCE [NOT USED] 29 1.11 DELIVERY, STORAGE, AND HANDLING [NOT LTSED] 30 31 32 1.12 FIELD CONDXTIONS A. Place mixture when the roadway surface temperature is 45 degrees F or b'tgher and rising unless otherwise approrred. C1TY OF FORT'VJORTH DRAINAGE IMPROVEMENTS FOR LEBaW CHAIVNEL AT 28T" ST, STANAARD CONSTR[TCTiON SPECLFICAT[ON DpCUME]YTSC[TY PRO7ECT NO. 163052 Revised iVlarch 11, 2Q22 3201 17-4 PEEtNfANENT ASP�IAL.T PAVING REP�.IR Page 4 oC S 1 113 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS 3 2.1 OWNER FLIRIVISHED [NOT iTSED] 4 2.2 MATERIAI�S S A. Baakfill f 1. See Section 33 05 10. 7 B. Base Matezial 8 1. Concrete Base Material for Trench Repair: See Section 03 34 16. 9 2. Concrete Base: See Section 32 13 13. 10 C. As�hait Pa�ing: see Section 32 12 16. 1 l 1. H.M.A.C. paving: Type D. 12 2.3 ACCESSORIES [NOT USED] 13 �.4 SOrTRCE QUALITY CONTROL [NOT USED] 14 PART 3 - EXECUTION IS 3.1 INSTALLERS [NOT USEDJ l6 3.2 EXAMINATION [NOT USED] 17 �.3 PREP.ARATION 18 A. Surface Preparation 19 1. Maxk pavement cut for repairs for apQroval by the City. 20 2. Contracto� and City meet prior to saw cutiing tn conf rm limits Qf repairs. 21 3.4 INSTALLATION 22 A. General 23 1. Equipment 24 a. Use machine intended for cutting pavement. 25 b. Milliixg machines may be used as long as straight edge is maintaip�ed. 26 2. Repairs: In true and straight Iines to dimensions shown on the Dravvings. 27 3. Utility Cuts 28 a. In a Erue and shaight line on. both sides ofthe tren�h 29 b, Minimum of 12 inches outside tiie hench walls 30 c. 1f khe existing. flexible pavement is 2 feet or less betweeta the lip of tY�e existiag 3 � gutker and the edge of the trenc�a repair, remove the existing paving to such gutter. 32 4. Li:rr�it dusk and residues frorzx sawing from entering tl�e atznasphere or drainage 33 facilities. 34 B. Rena.oval CITY OF FdRT WORTH DIiA.INAGE IMPROVEMEN`f'3 �'OR LEBOW CHANNEL AT 28T" ST. STANDARI7 CONSTILUCTION SPECIF'ICATION D4�CUMENTSCITY PROdECT NO. L03052 Revised Maich 11, 2022 3201 l7-S PERMANENT ASPHALT PAVING REPAIiZ Page 5 of5 1 1. Use care to prevent fracturing exzsting pavemen� struc�ure adjacent to the repait axea. 2 C. Basa 3 1. Fnstall replacement base materiai as speci�ted in Draw�gs. � D. Asplaalt Paving 5 l. H.M.A.0 placement: ib accardance with Section 32 12 lb 5 2. Type D surface mix 7 3. Depth: as speciiied in Drawings 8 4, Place surface mix in lifts not to exceed 3 inches. 9 5. Last or top lift shall nat be less than 2 inches thicic. 16 3.5 REPAIRIRE5TORA,TXON [NOT LFSED] i I 3.6 RE-INSTALLAT�ON [NOT USED] 12 3.7 FIELD QUALITY CONTROL [NOT USEIIj 13 3.$ SYSTEIVI STARTUP [NOT USED] l4 3.9 ADJUSTING �NOT USED] 15 3.10 CLEANING �NOT iTSED] 16 3.� 1 CLOSEOUT ACTIVITIES [NOT i1SEI)] 17 3.12 PR�TECTION [NOT USED] 18 3.13 MAINTENANCE [NOT USED] 19 3.14 ATTACHMENTS [NOT USED] � 21 22 23 END QF SECTION R�vision Log DAT'E NAME SUMMARY �F CHANGE 12120/2D12 D. dohnson t.2.A — ModiE'ied Ttems to be included in price 6id; Added blue text for clariFication of repau• width an utility trench repair;. Added a bid item for utility seivice treneh repair. CITI' QF FORT WOR'CH DRAINAGE IMPAOVEMENTS FOR LEBQW CHANNBC. AT 28T" ST. STANDARD COlVSTRUCTION SPECiFICATION DOCUMEN'i'SCITY PROJECT N0. ! D3052 Revised Murekt L 1, 2022 33n�ao�t S�WER AND MANIIOLE TESTRYG Page l of 7 X SECTION 33 Dl 30 2 SEWER AND MAI�I�IOLE TESTING 3 �ART 1 � GENEIt�L 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing for sanitazy sev�+er pige and manholes prior to placing in service 7 a. Low Pressure Air Test and Deflection (Mand�el) Test 8 1) Excludes pipe with flow 9 2) Hydrostatic Testing is not allowed, 10 b. Vacuum Testing for sanitaxy sewer manholes 11 2. Before any newly constructed sanitary sewer pipe and m.anholes are }�lacedinto 12 service zt shall be cleaned and t�sted. 13 3. Pipe testing will include lov�+ pressure air test for 60-inch pipe and smaller. i�4 4. Pipe testing will include low pressure air test of joix�ts for 27-inch ar larger pipe. 15 5. Pipe testing wiJ� i.nclude deflection {mandrel) test £orpipe. 16 6. Hydrostatic testin� is natallowed. l7 7. Manhole teskin.g will include �acuuzn test. 18 B. Deviations from this City af �'ort Worth Standard Specifir.ation 19 1. None. 20 C. Related Specification Sections in:clude, but are not necessarily ]irnited to: 21 1. Division Q— Bidding Requiremen.�,s, Canttact Foxms, and Conditions ofthe 22 Contz'act 23 2. Divisio� 1— General Requirements 2� 3. Section p3 80 00 — Modifications to E�cisting Concrete Struetures 25 4. 5ection 33 04 SQ — Cleaning of SewerMains 26 i.2 PRiCE AND PAYMENT PROCEDU�tES 27 A. Measurement aridPayment 28 1. PipeTesting 29 a. Measuzerz�ent 30 1) This Ttem is cansidered subsiciiary concrete cap instailation over existing 31 sanitary sewer m�iu {pipe) complete� in place. 32 b. Payment 33 1 j The work perforznad and the materials furnished in aceordance with this 3� Item are subsidiary to the waut price bid per linear foot of concrete cap 3� co�plete in place, and no other compensation wi31 be al�owed, 36 2. ManholeTesting 37 a. Measuzement 38 1) This Itet�. is considered subsidiary to manhala adjustments comgleted in p1ac�. 39 b. Payment C1TX QF FQRT WORT H DRAINAGE IMPRQVE[v1ENT5 FOR L�BOW CHAI�NEL AT 2RT'� ST. STANDARD CONSTRUCTIOTI 5P6CIFICATION DOCUMENTS CITY PROdECTNO. 103052 Revised Marc�i 11, 2U22 33 oi �a-z SEWER AND M�iQI30L.E, TESTING Page 2 of 7 1 1) The work performed and the materials furt�islaed in accordar�ce with this 2 Item are subsidiary to the unit price bid per each foot manhole adjusted (major or minor} 3 complete in pl.ace, and no other camper�sation will be allowed. �F S 1.3 REFERENCES [NOT USED� 6 1.�4 ADMINXSTRATIVE REQUIREMENTS [NOT USED] 7 1.� SUBNIITTALS 8 A. Submittals shall be in accordance with Section O1 33 OD. 9 B. A11 submittals sliall be approved by the City pz-�or to delivery. 10 1.6 ACTION SLTBMITTALSIINFORMATIONAL SIIB11uTTALS [1�OT USED] I1 I.7 CLOSEOUT SUBNIITTALS 12 A. Test and Evaluation Reports 13 1. All test z-eparts generated during testing (pass arid fail} 14 L$ MAINTENANCE MATERIAL SUBIVIITTALS [N4T USED] 1S l.9 QITALITY ASSURANCE Ib A. Certificati�ns 17 I. Mandrel Equipment � 1$ a, If requested by City, provide Quality Assuz'ance certification that the equipment 19 used has been designed and manufactured in accordance to therequired 20 sp�cificatians. 21 2. Joi�t Testing 22 a. Testing Se�rvice - Engage a qualified independent testing. agency to perfarm 23 joint evafuation tests 24 6. Equipment - If requested by City, prqvide Quality Assurance eertiiication tkat 25 the equzpnnent used has been designeti and manufactured in accordance to the 26 required speci�cations. CITY OF FpRT WdAT H DRAINACiE 1MPROV�MENTS FOR LEBOW CHANT�IEL AT 28TH 5T. STANDARI? CO3�i5TRUCTTOIV SPECIP1CATiON �OCi1MENT5 CI'1"Y PROJECT NO. IQ3052 Revised Marcl� l I, 2D22 3a oi aa -3 SEWER AND MANFTOLE TESTING Page 3 nf 7 1 1.10 DELNERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 �'�ELD [SITE] CONDITTONS [NOT USEDj 3 1.12 WARRANTY [NOT uSED] 4 PART 2 - PRODUCTS [NOTUSED] 5 PART 3 � EXECU'iTON G 3.1 INSTA.I.�X. ERS [NOT USED] 7 3.2 EXA,MrNATION [NDT USEDj S 3.3 PREPARA'I'�ON 9 A. Lava Pressnre Air Test (Pipe 6d inch and smaller) 10 1. Clean the sewer main before testing, as outlined in 5ection 33 04 S0. 11 2. Plug e��ds of all branches, laterals, tees, wyes, aud stubs to be included in test. 12 B. Low Pressure �oint Air Test (Pipe 27 inch or lar�er) 13 1. Clean t�ie sewez' main before testing, as ou�uaed in Section 33 04 50. 1�4 2. Assemble individua! joi�r►t tester over each joint fro�n within the pipe. 15 C. Detlection (mandxel) test (Pipe) 16 1. Perform a� last work item before final inspection. 17 2. Clean khe sewer main and inspeet far offset and obst�uction priox totesting. 18 3. Materials 19 a. Mandrel used fo.x deflection test 2Q 1) Use of an uncertified mandrel or a mandrel altered or madified after 21 certification t�vi11 invalidate the defleetion test. 22 2) Manc�-el requir�ments 2� a} �dd nrxmber of iegs with 9 legs minimum 24 b) Effective leng#h not less than its nominal diameter 25 c) Fabricated of rigid and nonadjustable steel 26 d) Fitted with puUiug rings and each end 27 e) Stamped or engraved on some segment other than a runner indicating 28 the %llowing: 29 (1) Pipe �naterial specification 3p (2) Naminal size 31 �3) Mandrel outside diamater(OD) 32 fl Mandrel diacneter must be 95 percent of inside diameter (ID) ofpipe. 33 g) Mandrel equipment shall be suitable for the pipe material toprevent 34 damage to the pipe. Consult xr�anufaciurer far appropriate mandrel 35 equiprnent. 36 D. Vacuum test (Manhole) 37 1. Plug ]iftSng holes arid exteriorjoints. 38 2. Plug pipes and stubouts entering themanhole. CITY OF FORT WORT H BRAINAGE lMPROVE[r��fTS FpR I.EBDW CHANNEL AT 2RTF' ST. STANDARD CON3TRi.TCTIOiV SPECIFTCAT101VDOCUMENTS C1T`Y PRDJECT?�f0. ID3052 Revised March l 1, 2p22 33�13Q-4 SEWER AIYp MAI�HOLE 'iESTING Page 4 of 7 1 3. Secure stubouts, manhoLe boots, and pipe plugs to prevent mov�ment while vacuum 2 is draw�.. 3 4. Plug pipes with drap cannectians beyonddrap. � S. Place test head inside the fraax�e at the top of the manhole. 5 3.4 INSTALLATION 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2Q 21 22 23 24 25 26 27 28 29 A_ Law pressure air iest (Pipe 6D" Inch and Smalier) 1. Install plug with inlettap. 2. Connect au hose ko inlet tap and a po�table au control source. 3. After the stabilization�eriod (3.5 psig minimumpressuze) start the stopwatch. 4. Detennine time iz� secands ihat is required fot the internal ai� pressuxe to reach 2.5 gsig. Minimtiun permissible pz'essure holding time per diameter per length of pipe is computed from the foliawing eq�aatio��: T = (0.0850*D*K1 _ � Where: T= shortest ti.me, seconds, allowed for air pressuz'e to clrop to 3.0 psig K= 4.00�419*D*L, but nat less than l.0 D= nominal pipe diamete�, inches L=length of pipe bein� tested (by pipe size), feet Q= Q.QO15, cubic feet per tx�inute per square foot of internal surface 5. UNT B-6, Table 1 provides required tirzze far given lengths of pipe faz sizes4-inch through 60-inch based an the equation above. CI'I'Y QF FORT WORT H DRAINAGE IIviNItdVEIV[ENTS FOfZ LEBOW CHANNEL AT 2RT�' ST. STANBARD CON3'1'RLICTION SPECIFICATION DOCUMENTS CITY PROJECT Np. ] 03052 Re�ised Marclf l l, 2022 i7NI-B-6, Table 1 Minimum specified time required for a 1 A psig pressure drop for size and length of pipe indicated for q = 0.0015 330130-5 SEWER AND MA,NHOLE TESTIi+TG Fape 5 af 7 2 6. Stop test ifno pzessuz'e loss has oceurred during the first 25 percent ofthe 3 caleulated testing time. 4 B. Low pre�5ure joint ai� test (27 Inch or larger pipe} 5 1. All pipe jain#s, for all pipe materials, shall be tested iu� accordance with ASTM 5 C 11 Q3 as follows: 7 $ 9 1Q 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 2. Equipr�r�ent sha11 he the product of manufacturers having rnore than five years of regular production of successful jaint testers. doint tester shall be as manufactured by Cherne Industrial, Inc., of Edi.aa, Minnesota, pr appro�ed equa7.. 3. Follow equipment manuiactwrer"s recornmendatio�ns when performing tests; only experienced technicians shall perform tests. �4. The iesting equipment shall be assembled and positioned o�er the center of the pipe joint and the end elem�nt tubes inflated to a maximum of 25 psi. S. Pressurize the c�;nter joixjt test area to 4.0 psig and allow the tempexatuz'e and pressure to stabilize at the minimum of 2.5 psig for a period of 2.0 minutes prioz to testing. 6. To test, adjust the pressure to 3.5 psig and zz�easure the time required to decrease the pressure from 3.S psig tn 2.5 psig. 7. The joint is acceptable if the time for tlie pressure to drop from 3.5 psig to 2.5 psig is greater than l0seconds. C. Deflection {mandrel) test (Pipe} For pipe 36 inches and sr�alle�, the mandrel is pulled through the pipe by handto ensure that maximum allowable def�ection is nat exceeded. 2. Maximum percent deflection by pipe size is as follows: No�inal Pipe Size Inc�es Percent Deflection Ailowed 12 and small�r 5.0 1 S through 30 4.0 Greater �aza 30 3.0 2fi 27 28 29 3D 3I 32 D. Vacuum test(Manhale) l. Test manhole prior to coati�g with epoxy or othermaterial. 2. Draw a vacuutn af 10 inehes of inercury and turn off the pump. 3. With the valve closed, read the level vacuum level after the :requu'ed test time. 4. Muvmum time requized for vacnuFn drop of 1 inch of inercury is as follows; CITX OP FORT WORT H DRAiNAGE IMPROVEMENTS FOR LESQW CHAAiNEL AT 2RT" 3T. STANDARD CONSTRUCTION SPECIFICATIOI�4 DQCUMENTS CITY PR07ECT NQ. 103452 Revised March I 1, 2Q22 33013�-6 SEWER AND MAM30LE TESTING Page 5 of 7 Depih of 4-foot Dia 5-foot Dia b-foot Dia Manhole,feet Seconds Secands Second� 8 20 26 33 lU 25 33 41 12 3b 39 �9 14 35 4S 57 16 40 52 57 18 40 59 73 * * T-5 T=6.5 T-8 3 ** Far ma�.ho�es over 18 �eet deep, add "T" secands as shown for eachrespective 4 diameter foz- each 2 feef. oi additionai depth of manhole to ti�e time shown for 1$ faot 5 depth. (Example: A 30 foot deep, 4-foot diameter. Tatal test time would be 70 6 seconds. 4p+-6(5)-70 seconds} 7 8 5. Manhole vacuum l�vels obser�ed to drop greatez' than 1 ineh of inercury wi11 have 9 �ailed the test. 1D 3S REPAIIt 1 RESTORA.TXON [NOT USED] 11 3.6 R��INSTALLATION [NOT USED] 12 3.7 FIELD QUALITY CUNTR4L 13 A. Non-Conforming Work 14 1. Low pressure air test (Pipe 6Q Inch and smalier) 15 a. Should the air test fail, find and repair leak(s) and retest, 1 b 2. Low pressure joint air test (Pipe 27 inch ar larger) 17 a. 100 pereent of aiI joints shall be field tested, prior to tk�.e placement of backfill 18 over the spring line of the pipa, a�tex the pipe has beeu s�bstantially �acked in ta 19 plaee by ambedment. If the pipe does not pass the field air test, the �nint wili be 20 pulled and re�itted or rejected and removed from the project. After full 21 placement of bacicfill and proper eompaction, 100% af aIl joints vvi11 be test�d 22 again, as the instaIlation progresses. Atna ti�►e sha11 pipe installation exceed 23 300 feet 6eyond the last jaint tested. 24 b. No more than 2 percent af the total number of joints faiiing to meetthe 2S requirements of t1�s test shall he �ield repaired by joini grout injection, or band 26 clamps, ar ather method. �1ny joiats over 2% requiring field repaars shall be 27 rejected and remaved from #he project site. Rejected pipe shall be removed 28 from the project. Installation shall be stopped until defective jninks a�e repaired 29 or replaeed. 30 3. Should Deflection (�nandxel) hest(1'i�ae) 31 a. Sliould the mandrel fail to pass, the pipe is considered overdeflected. 32 b. Llnco�rer overdeflected pipe. Reinstall if not damaged. 33 c. If damaged,. remove andreplace. 34 �4. Vacuum test (Manhole) CITY OF FQRT WORT H DRAINAGE IN[PROVEMENTS FOR LESOW CfIANNEL AT 2RT'� ST. 5TAiJDARD CONSTRi7CTION SPSCIFICA"[TON DOCUMENT5 CITY PR07ECT N0. 103052 Revised Marcli 11, 2D22 33Q13Q-7 SEWER AND MANiIOLE TESi'ING Page 7 af 7 1 a. 5hould the vacuunn test fai1, repair suspect area and retest, 2 1) E�ternal repairs required for 1eal�s at pipe connection to manhole. 3 a) 5hall b� in accordance with 5ection 03 80 00. 4 2} Leaks within t�e mat�k�.ole structure may be repai.red �tema�lyor 5 externally. 6 3.8 SYSTEM STARTUP [NOT USED] 7 3.9 ADdUSTING [NOT USED] S 3.1.0 CLEANING [NOT USED] 9 3.1.1 CLOSEOUT ACTIVI�XES [NOTiTSED] 10 3.12 PROTECTION [NOT USEDI l.l 313 MAINTENANCE [NOT USED] 12 3.14 ATTAC�NTS [NOT USED] 13 14 END OT SECTION Revision Log DATE NAME SLIMMARY O�' CIIANGE 8/10/201$ W. Norrvood 3,4.b L7equire testing ptior to coating manl�ales 3.3, A&B, Add individual joint testing option for 27 inch and largex with indeper�dent testing. 9/7/2U18 W. �o�oo� 3,4.A lnclude [!NI-S-6, Table 1 for low pressure air test 4.4.B lnckude individualjaint testing eequirements 1$ CITY OF FORT WdRT A DRAIIVAGE IMPROVEMENTS FOR LEBOW CHANNEL AT 2RTH ST, STANDAItD CQIYSTRUCTTON SP�CIFICATIO�f �OCUMENT5 CITY PROI�CT NO. 103052 Revised Marcli 1 l, 20Z2 3a 71 l3 -1 TRAFFIC CONT�t4L Page I of 6 SECTI�N 34 71 13 TFtAFFIC CONTROL PART 1 � GFNF.RAT. 1.I SUNIMARY A. 5eetionIneludes: 1. Tnsiallation af Traft"ie Control Deviees aad pxeparation of Traf�c Con�rol Plans 7 B. Deviations fram this City o�'Foz'tWorth Standard 5pecificatian 8 l. Measur�nent was changed fro�n per m.ontla to lump sum. 9 C. Related Speci�cation �ections znclude, hut are not necessarily lizaaited to: 10 I. Division 0— Bidding Requirements, Contract Forms and Conditions af the Contract 11 2. Division 1—GeneralRequirements 12 ].Z PRICE AND PAYMFNT PROC.EDURES 13 A. Measurement andPayment 14 I. Installation of TrafFic ControlDevice.s l5 a, Measurement l 6 1) Measuremeni for Traffic Cantrol Devices shall be by lump surn. 17 b. Payment 18 1) The work performed a�d materia�s furnished inaccoa•dance with this Item � 9 and measured as pra�ided under "Measurement" si�al! be paid for at the 20 unit priee bid for "Traf�c Co�nt�rol". 21 c. The prica bid shall include: 22 1) Traf�c ControI implem�tation 23 2} Installation 24 3) M�intenance 25 4) Adjustments 26 5) ReplaceYnents 27 6) Re[t�oval 28 7} Police assistance during peak hours 29 2, Portable Message Signs 30 a. Measurement 3 l 1) Measurement for this Item shall be by Iump sum. 32 b. Payrnent 33 1) The wark performed and materials £urnished inaccordazice to this Item and 34 me,asured as provided under "Measu.rement" shal! be �aid for at tk�eun.it 3 5 pricc bid per week for "Portahle Message Sign" rental. 3 b c. Th� price b.id skj.aJ.l include: 37 1} Deliveryflf Pnrta.ble Message Sign to Site 3g 2) Message updaiing 39 3) Sz.gn movement throughout construction 40 4) Return of the Portable Message Signpost-construction CifY OF PORT WORTH DRAINAGE IIvIPRO'VEMENTS FOit LEBOW Cf1Ai�INRL AT 2,8rx Sr STANDAFLD CONSTRilCT [OIV SP�CIFICATION DOCUMENTS CITY PROIECT ND. 103052 Revised M�•ch 11, 2022 34 71 l3 -2 TRAFFIC COIVTROL Page 2 of 6 i 3. Preparation of Traffic Controll'lan Det�ils 2 a. Measurement 3 I) Measurement for this Iiem be per each Tra�fic Control Detail prepared. 4 b. Payment 5 1) TY�e work performed and materials furnished inaccQrflance with thisltem 6 shall be paid for at the unit price bidper each "TrafFic Contral Detail" '1 pre�ared. 8 c. The price bid shall include: 4 1) Preparing the Trafiic Control Plan Details far clasures of 24 ho�rs ar 10 longer 1 I 2) Adherence to City and Texas Manual on Ur�iform Traffic Control D��ces l.2 ('1'MUTCD} 13 3) Obtaining the signature and seal of a licensed Texas Professional Engine�r ] 4 4) Incorporation �f Citycomments 15 1.3 REF'�RFI�iCES l6 A Referenc:� Standards � 7 ].. Reference standards cited un this Specificatian refer tc� th� current reference 18 starndard published at the time o� the latest revision date logged at the end of this l9 Speci�cation, unless a dat� is speczfically cited. 20 2. Texas Manual an LTzufarm Traffic Control Devices (TML.JTCD}. 2 I 3. �tem 502, Barricades, Signs, and Traf� c Handling of the T�xas Department of 22 Transpartatian, Standard Spaczfications for Construction and Maintenance of 23 Highways, Streets, and Ilridges. 24 1.4 ADMINISTRATIV� REQC]Il�TS 25 A. General 26 1. Contractar shail minmiize lane closures and impact to vehicular/pedestriantraffic. 27 B. Coordination 28 I. ConCact Traffic �ei�ices Division {S 17-392-7738) a mini.m�n of 48 haurs priar to 29 i�npl�mentit�g Traffic Coritrolwithin 50� feet of a traffic signaL 30 C. Sequencing 3 I 1. Any deviadons to the Traff�c Control Plan includedinthe Drawi.ngs must befirst 32 approved by the City and design Engineer beforeiinplementation. 33 1.5 SUBMil"I'ALS 34 A. Pravide the City with a current list of quali£zed flaggers before begixming f7agging 35 activities. Use o�aly flaggers on the qualif"ied list. 3G B. Obtain a Street Use Perinit frotn the TPW Department's Transpattation D[v�sion. The 37 TraFt"ic Control Plan (TCP) for theProject shall be as detailed an the Traffic Cantrol 38 P1an Detail sheets af the Drawing set. A copy of this Traffic Control Ylan s�all be 39 submitted with the Street Use Perrriit 40 C. Traific Cantrol Plans shall b� sig�ed atad sealed by a licensed Texas Prafessia�al 4 l En�ineer. CITY OF FO1tT WORTH DRAINAGE ilvvIPROVF.N[II�ITS FOR T.EDOW CHANNEL AT 28T" ST. 5TANi?ARU CONSTRUCT ION SPECIi'ICA'i'lON DOCiJM�NTB CTfY PRO.TECT NQ. 103U52 Revised March 1 l, 2022 34 71 l3 -3 'i'RAFFIC CONTROL Page3of6 1 D. Cont�actor shall prepare Traf£'ic Control Plar�s ifreq�zred by the Drawings or 2 Speczfications. The Contractor wiIl be responsible foe having a licensed Texas 3 Professional Engineer sign and seal the Traffic Cont�•al Plan sheats.A traffic control 4 "Typical" p�blished by Gity af �'ort Wortb, the Texas Manual Uz�ifiedTrafiic Contral 5 Devices ('1'MLJTCD) or Texas Departmezat of Transportatior� (TxDOT} can be used as 6 an alternative to preparing project/site specific �raffic control plan iftha typica[ is 7 applicableto the specificpraject/site. 8 E. Lane eiosures 24 hours �r longer shall require a site-speciiic traf�c control p1an. 9 F. Cantractor responsible far �a�vit�g a licensed Texas Yrofessional Engineer sign and seal 10 changes to the Traffic Control Plaz�.{s) developedby tl�e Design Engineer. 11 1.6 ACTION SUBMi'I"I'ALSIINF�RMATIDNAL SUBMITTALS [NOT USED] 12 1.'� CLOSE011T SUBMITTALS [N�T USED] 13 1.8 MAINTENANCE MATERiAL SUSMITTALS [NOT USED] 14 1.9 QUALITY ASSURANCE [NOT iTSED] 15 1.10 DEIdVERY, STORA.GE, AND HANDLING jNOT USED] 16 1.11 FIELD [SITE] CONDxTION� [NOT i7SED� l 7 1.12 WARRANTY [N�T USED] 18 PART 2 � PRODUCTS 19 �.1 OWNER FURNI�HED �o�] OWNER-SUPPLIED PRODIICTS [NOT USID] 24 2,2 ASSEMSLIFS AND MATER��ii.� 2 i A. Description 22 1, RegulatoryRequirerr�ents 23 a. Provide Traffic Contt'nl Devices that confnrirzz to details shown on the 24 Drawings, the'IIVIUTCD, and TxDOT's Compliant Work Zone Traffic Contt•ol 25 Device List (CWZTCD�,). 26 2. Materials 27 a, Traffic Control Devices must rneei all reflec�ivityrequirements included inthe � g TMLJTC➢ and TxD(�T Speciiicatians — Item 502 at all times during 29 canstructian. 30 b. Electxonic message 6oards shall be pravided inaccordance with tl�e TMUTGD, CITY dF FO1tT WOItTfI QRAINAGE IlVIPROVEMENi'S k'OR LEDOW C�IANNEL AT 28'�" ST. STANCIARD CON,5TRUCTIOiYSY�CTFICATIONDOC[iMENT5 CITYPR07EC.TNO. 103052 Revised March l I, 2Q22 3471f3-a TRAFFIC CONTROL Page4af6 �.3 ACCESSORIES [N4T LTSII]] �.4 SOURCE QUAL�TY CONT'ROL �NOTIISID] 3 PART 3 - EXECUTI4N 4 3.1 EXANIINATION [NOT USED] 5 3.2 PREPARATION 6 A. Prot�ction of In-Place C��ditians 7 1. Protect e�sting traffic signal equipment. 8 3.3 INSTALLATION 10 m 12 13 I4 [S i6 l7 I 8. 19 A Follow the Traf�c Contral Plan (TCP} and install Traffic Cont�al Devices as shown on the Drawings and as directed. B. Install Traffic Contral Dev'rces straight andplumb. C. Do not make changes to tile Iocation nf any de�zce or i�nple�nent any ather changes to the Traffic Co�trol Flan wiihout the approval of the Engineer. L. Minor adjustiments to rneet field cons#ructability and visibility are allowed. D. MaintainTraffic Control Deviees by taking carrective actian as soon as possible. 1. Corrective aetion ineludes but isnat limited to cleani_ug, r�placin�, sExaightening, covering, or removing Devices. 2. Maintain the Devices such that they axe properly positioned, spaced, �d Iegble, azad that retroreflective characteristics meet r�quirenaents during darkness and rain. 20 E. If the Inspector discnvers �at tk�eContractor hasfailedto complywith applicahle federal 21 and state laws {by failing to fumisi� the necessary flagmen, warning devices, ba�ricades, 22 lights, signs, orother precautionary measures far the protection afpersons or property), the 23 Inspector may order such additionalprecau�iozaary zneasures be taken bo protect persons 24 and prdperty'. 25 26 27 28 29 30 31 32 33 34 35 36 F. Subject to the approvalof the inspector, partioz�s af thisProject, which are notaifec�edby oz• in conflict with the proposed method of handling. traffic or utt�ity adjustment�, can be canstructed during anyphase. G, Barricades and signs shali beplaced in such a marmer as to noi interferewith the.sight distance of dri�ers entering thehighway Frozn driveways nr side streets. H. To facz�itate shiftin�, ba�rricad�s an.d signs used in lane closures or traffic staging may be erected and mounted on gortable supports. 1. The support design is subj eci to the approval of the �ngineer, I. Lan.e clasures shall be in accardance with the appraved Traffic Control Plans. J. If at any time the existing traffic signals become inoperaiale as a result of coz�sttuctian operations, the ContracGor shaIl provide portable stop signs with 2 orang� flags, as appraved by the Enginee�', ta be used £or Traffic C�nt� ol. CITY OF FORT WO1tTH DIt.,AINAGE Il1RPR0'VE,MEhTTS FORLEBOW CFIANNEI. AT 28Tx S�' STANDAKD CONSTRUCT IOI� S P ECTFiCATTON DOCUMENPS C1TY PItOJECT NO. 103052 Kevised Mtu�ch i l, 2022 34 7l l3 - 5 'CRAFFIC CQNTI�OL PageSafb K Contractar sha11 make arrangements forpolice assistance to d'trect traffic iftraffic sig�al turn-ons, street light pole installation, or other construction will be done during peak traf�zc times (.AM: 7 am — 9 am, PM: 4��n -- b pm). 4 L. Flaggers 5 1. Provide a Contractor representative w�o has been cer�ifjed as a flagging instructor 6 througi�. courses offered by the T��cas Enginearing Extensinn Ser�ice, the American 7 Traffic Saf�ty Se�rvices Association, the Natiozaal5afety Council, or other approved 8 organization5. 9 a. Pro�ide the cextz�cate indicat�ng course co�.xzpletion wnenrequested. I O b. This eepresenta.�ive is responsible far training and ass�.u-ing that all flaggers are 11 qualified to perform flaggiattgdufies. 12 2. A qualified �iagget'must be independen�ly certi�ied by 1 of ihe organizatianslisted 13 abo�e or trazned by the Contractor's certified flagginginstructor. i 4 3. FJ.aggers must be courteous azzd able to effectively communicate with the public. l5 4. When directi.zlg traffic, flaggersmust use standard attire, fEa�s, signs, and signals 16 and follow the flagging pracedures set farth in the TMUTCD. 17 5. Pxovide and maintain flaggers at such points and f�r such periods of tiyne as n�ay be l$ requ�red to provide far the safety and convenience of public t�ravel and Contractor's l 9 perso:anel, and as shown nn ti�.e Drawings or as direct�d by the Engineer. 2D a. These flaggers shall be loeated a.t each end of t�e lane closure, 2I M. Removal 22 l. Upon completion of Work, remove fro�pa the Site all barricades, signs, cones, lightv 23 and ather Tcaf�c C.ontrol Devi.ces used for work-zone traffic lzat�.dl�ng as soon as 24 pract�cal in a tirzael y manner, unless otherwise shown on the Dra�vings. 2S 3.4 REPAIlZ / R.ESTORATION [NOT USED] 26 3.5 RE-INSTALLATION [NDT USED] 27 3.b FIELD [a�] SITE QUALITY C4NTROL [NOT iTSED] 28 3.� SYSTEM STARTUP [NOT USED] 29 3.8 ADJUSTING [NOT USEDl 36 3.9 CLEANING [NOT IISED] 31 3.14 CLOSEOUT ACTIVITZES [NOT LTSED] 32 3.11 PR.UTECTION [NOT USED] 33 3.1� MA,INTENANCE [NOT USED] 34 3.13 ATTACHMENTS [NOT TJSED] 35 3b 37 END �F SECTION C1TX OF �'ORT R70RTH pRATIVACE TMYROVE�vffiN'TS FQR I.EBpW CITANNEL AT ZSTx ST STAI�DARD CONSTRUCTION SPECIFICATIOI� DOCUMCNTS CTT7i PROJECT NO. 1�3052 Revised March 1 l, 202Z 34 71 l3 - 6 TRAi�FIC CONTROL Page G af G Revision Lag DATE NAME SUMMARY OF CHANG� i 1/22/13 5. Arnold Added police assistance, requirement forwhen a s ite speciiic TCP is required 1.4 A, Added language to emphasize �inimizing oflane closures and impact to Eraf�c. 3/22f2421 M Owen 1.5 Clarifiedsuhmittal.requirennents 33 M, Clari�ed ramoval requirements C11'Y OF FORT WOILTH DRAINAGE IiviPROV�[v�ENTS FOR LEBOW CfIANNEL AT 28r" ST. S TANDARD CONSTRUCTiON S PBCII'ICATTO71 DOCUML�IYTS CTS'Y 1'ROJECT MO. 103052 Revised March 11, 2022 9�sgai-i ARivIC1RE1] 12IFFLES Page 1 of2 SECTION 99 99 01 ARMORED RIFFLES PART1- GENERAL 11 $UMMARY A. Section includes: Furnishing �materials and Iabor req�ired for the design and cnnsYructian of armored rii`fles. B. Related Specificatian Sections include, but are not necessarily limited to: 1. Division. 0— Siddir�g Requlrements, Contract Forms, and Conditions af the Contract 2. Division 1— General Requirements 3. Sectian 31 23 16 — Unc�assified Excavation 4. Sectiott 31 25 Od — Erosion and Sediment Control 5. Section 31 37 00 - Riprap 1.2 �R.ICE AND �AYMENT PROCEDURES �-1, Measurernent and Payment 1. Measurement a. Measurement foz Chis It�m shall be per each (EA) and shall be full compen�ation or materials, labor, equipment, tools and incidentals necessary to complete the work, 2. Payment 1) The work pe�r£ormed and the mate�ials furnished in accordance wit� this Item shall be paid far at the unit pxice bid per each "Armored Riffle" installed. 3. The �rice bid slaall include: a. �'uu�islaing, hauling, and placing riprap and �ller nriaterial b. k'urnishing, �tauling, and placing clay c. �edding d. Excavation be�ow natural ground or bottozzz of excavated channel, as applicabl� e. Reworking or replacement of undercut material, as applicable f. Shaping of slopes, as applicable g. Disposal af �xcess material h. Clean-np 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this specification r•efer to the current reference stat�dard published at the iime of tl�e latest revisian date lagged at the end of this specification, unless a date is speci#'ically cited_ B. ASTM Star�dards 1. ASTM Db98-07e1, Standard Tesi Methods for Laboratozy Compaction Characteristics of SQiI Usix�g Standard Effort 2. Other Standards referenced in Related 5pecificatzon Sections LOCKWOQD, ANDREWS, ANII 1�IEWNAM,INC. DRAINAGE 1MPROVEIVIENTS FOR L�BdW CHANNEL AT 28TH ST SHCiAL CONSTRUCT[ON SPECIE'ICATION DOCUMENT3 CITY PROJSCTNd. 103U52 Revised Fehruary 2, 2022 99 99 O l- 2 ARMQRED RIFFLES Page 2 of 2 C. Unified �'aci�ities Guide Speeifications (LTFGS) Standards 1. UFGS 3S 31 19 Stone, Ch�nnel, ShorelinefCoastal Protection. For Structures PART � - PRODUCTS �.1 PRODLICT TYPES �iND MA.TERIALS A. Stone Riprap (with and without �ller) as shown on the Drawings in accordance with Sectio� 31 37 00 B. Bedding Material in accordax�ce with Section 31 37 00 C. Ciay' 1. The clay shall have a liquid liinit less than SS%, a plasticity index of 35 oz' less and shall contain no more than I5°/a sand and gravel particfes. Maximum particle size for tlie clay shall be less than 3 inclies. 2, Perform a si�e verification test on the �irst S,d00 square yards of clay at the location determined hy the Engineer. Additional tests rnay be required. Do nat place additionaS clay until the initial5,Od0 square yards of clay has been approved. PART 3 - EXECUT'XO�i 3.I INSTALLATION A. Priar to installation dewater the riffle canstructian area. B. The existing soils, including shales, clay, and clay stones, shale be removed to the bottom o� the 12 inches clay fayer to the lines and grades indicated on the Drawings. The riffle tnust be faunded a rninimuxn of 6 inches into the bedrock. The prepaxed base shall be approved hy the Contracting Off'icer. C. Aft�r a£'iztn subgrade has been co�firmed, a 12 inch clay layer shall be appiied on the exposed shale as incficated on Drawings. The 12 inch clay layer shall be compacted ta at least 98% of standard proctor (ASTM-698) �naximum dry density at -1 ta +3°fo of optirnum rr�oisture content. D. The b inch bedding mate�ial shall be placad above ihe 12 inch compacted clay layer as spon as possible. Bedding material shall be spread unifoz'mly on the prepared base and in such �:nanner as to avoid damage to tt�e prepared base. Placemen# sha11 begin at the boitam of the area to be covered and cantitiue up slope. Subsequent loads of material shall be pIaced against previously placed inaterial in such a rn.anner as to ensure a relatively hoinogenous mass. Any damage to the surface of th� pr�pared base during placing o�the material shall he repaired befvre proceeding with ihe work. Compaction of material placed an th� prepared base will not be required, but tlze :naaterisl surface sha�] be fi�n.ished to present an adequately e��n surFaee, free from maunds or vvindrows (UFGS 35 31 l9}. E. Installation of t�e rack riprap shall not catnmence until the Contracti ng O�zcer has abserved and approved the extent of the rifQe site preparatiox�. F. Place riprap according to details and dimensions shawn on th� Dravvings in aecordanc� with 5ection 31 37 00. END �F SECT�ON GOCKWOOD, AI+IDREWS, AND NE�VNAIVI, INC. DRAINAGE IMP}tOVEMENTS FQR LEBpW CHANNEL AT 2STH ST SECIAL CO�TSTRiiCTTON SYECIFICATION ROCUMEI�F['S CITY PROIECT �TO. L D3052 Revised Febivary 2, 2022 99 99 02 -1 EI�IGTNEERED FIE.LED BAG RETAINING WAi..�.S Page 1 of l4 SECTION 99 99 02 BNGINEERED FILLED BAG RETA�NING W AT T� PART1- GENERAL 1.1 SiTMMA.RY A. Section includes: Furnishing materials and labor required for the design and constructzon oian En�iralok engin.eered filled bag wall retaining wall. 1.2 MF:ASiJREMENT AND PA'S�MENT A. MEASUREMENT 1. 'Thzs Item shall be measured on. a Square Foot (SFj basis, ur�less indicated otherwise and shall include the removaj of ail items within the limits of construction noi speciftcally called out to remain. B. Payment 1. All work performed and materials furnished in accordance wiYh tlais Item will be paid for at the utvt bid price for Geobag WaII. This price is full compensation for all material, labor, equipment, tooLs and superintendence necessary to co�plete the work 1.3 REFERENCES A. Refetence Staxadards 1. Reference standards cited in this s�ecification. refer to tne currenk refere�ce s�andard published at the time of t�e latest revision date logged at the end of this speci�cation, unless a date is specr�cally cited. B. DrainPipe: 1. ASTM D-3034 Standard Specification for Type PSM (Vinyl Chloride) (PVC) Sewer �ipe and Fittings 2. ASTM �'-2b48 Standard 5�ecificatian for2 to 60 inch [50 to 1500 mm] Annular Corrugated Profile Wall Palyethylene (PE) Pipe and Fittings for Land Draf nage Applications C. Geosynthetics: 1. ASTM D-4595 Tensile Pzoperties of Geotextiles � Wide Width Strip 2. A5TM D-4873 Standard Guide for ldentification, 5torage and Handling o� Geosynthetics 3. ASTM D-5262 Uncgnfined Tension Creep Behavioz' of Geosynfhetics 4. ASTM D-5321 Standard Test Method far Determining the Coe�fieient of Soil and Geosynthetie or Geosynthetic and Geosyz�thetic Friction by ike Diz'ect Shear Meth4d 5. ASTM D-S818 Standard Practice for Obtaining Samp�es of Geos}mthetics from a Test Section for Asse�srnent of Installation Datnage 6. ASTM D-5970 Sta�adard Test Method for Deteriaration of Geotextiles frota� Outdoor Expasure LOCI�WOOD, ANDREWS AND NEW�[AM, INC. D1tAINAGE QvIFROVEM�i�ITS FORLEBOW CFIANN�L AT 28"�"' ST. SPECfAL CO�ISTRCICTION SPECTFICATIONf i�OGUMENT3 CITY PEt07ECTNQ. 103052 It�vised March 11, 2022 99 99 02 - 2 �NGINEBLAED FTLLED SAG RETAiNlNG WALL$ Page 2 af lA 7. ASTM D-6B37 Standard Test MetY►od for Determining Tensile Froperties of Geogrids by the Single- or Multi-Rib Tensile Methad $. ASTM D-6638 Standard Test Method for Determining Connection Strength Between Geosynth�tic Rein�forcement and Segmental Concrete Units 9. ASTM D-b705 Standard Test Method £ox Measuring Geosynthetic Pullout Resisiar►ce in Soil D. Engineez'ing Design: 1. NCMA Design Manual for Segmental Retaaning Walls, Cuz'rent Edition 2. A.ASHTO LRFD Bridge Desi.gn Specifications, Current Edition 3, International Bui3ding Code {IBC), C�rr:rent Editian 4. Minimutn Design Loads for Buildings and Structures, ASCE 7, Current Edition E. Soils: 1. A.STM D-422 Standard Test Method for Particle-S�ize Anaiysis of �oils 2. A5TM D-448 Standard Clas�ification for Sizes af Aggregates for Road and Bridge Construction 3. ASTM D-69$ Standard Test Methods %r Laboratory Compaction Characteristics of � oiI Using Standaxd Effort (12,400 ft-lbf/f3) (64�} kN-mlm3} �. ASTM D-1241 Standard Specificatian forMaterials for Soil-Aggregate Subbase, Base and Surface Courses 5. ASTM D-1556 Standard Test Methad for Density and Unzt Weight af Soil in Place hy the Sand Cone Method 6. ASTM D-1557 Standard Test Meth.ods for Laboratory Compaction Cliaracteristics of Soil Using Modified Effart (56,000 ft-lbf/�3) {2700 kN-mlm3) 7. A�T'M D-2487 Standard Classi�cation of SoiIs for Epgineering Puiposes (ilnified Soi1 Classification Systena) 8. ASTM D-3Q80 �tandard T�si Method for Direct Shear Test oi Soi1s LTnder Consolidated Drained Conditions 9. ASTM D-4318 Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils I 0. ASTM D-47b7 Test Method far Consolidated-Undrained Triaxial Carnpressian Test for Cohesive Soils 11. ASTIVI D-6938 5tandard Test Methbds.for �n-Place Density and Water Content af �oil and Soil-Aggregate by Nuclear Methods (Shallow D�pth) J.2, ASTM D-G51 Standard Test Method for Meastu�ing pH of Soil for Use in Coz-rasion Testing F. Envirolok Construction Detail Drawin.gs: www.envirolok,corn 1.4 DEFINITIONS A. Geogrid: A geosynthetic tnaterial manufactured of high tensile t�nateriais specifically for the purpose of rein%rcing and creaiing a sfiructural soil mass. LOCTCWE}OD, AND'REWS AND NEWNAM, iNG 1�RAINAGE TMPROVEMEIVTS FOR LEBOW CHANNEL AT 28TH ST. SPECIAL COIVSTRi7CTION SPECIFICATTON DOCUMENTS C1TY' PR07B�T NO. 103U52 Revised March 11, 2022 99 99 Q2 - 3 L'NCIINELI2ED FII.LEI7 BAG IiETAINING WALLS P�ge3ofl4 B. Drainage Aggregate: Clean, crushed rock located within and immedi�tely behind retaining walls to facilitate drainage at3.d avoid compaction in close proximity ta retaining walls. C. Reinforced �oil: 5oi1 zone extending from the Drainage aggregate zone to the back of the embedded geogrid. D. Foundation Sail: Soi1 zone immediately beneath the retaining c�vall �acing units, ihe wall leveling pad and the reinforced soil zone. E. Retained Sail: Soil in�aznediateiy behind reCaining wall faci.�.g and drainage aggre�ate for modular graviry structures ox �ehind the reinforced soil for wall tlaat utilize geogrid. F. Coastruc�ion Drar�vings: Approved iinal plan for construction prepared and siam.ped by the wall design engineer licensed to practice in the s�ate where the retaining wall is located. 1.5 DE5IGN REQUIREMENTS '1. Design Method a, All designs shall cQnform to the zxzinimum safety factars in this Specification. Desigu submitials not meeting this design criteria ar technicalladmix�istrative crite:ria specified will be rejected in their entirety until coznplete compliance is achieved. b. Design oireinfoxced soil slopes sha11 be in accorda.�ace with design guidelin�s presented in the AASHTO Bridge Manual. 2. Design Parameters a. The design of the retaining wall systena shall be based on the soil paratneters provided in tne project geotechnical report. 1.6 ACT��N SiTBMTrTALS1INFORMATIONAL SUBMITTALS A. Contraetor s�a11 submit Manufacturer's product data and instajlation instructions for approval, B. Cantractor sha11 submit i�ro sets of the Constructian Drawings �or all �,nviro. Lok retaining wa�ls on the project. 1. The design shall be prepared by a Prafessional Engineer licensed ta practice in the state where tlte retaining wall is located. 2. The design sha11 be per NCMA. Design Guidelines for Segmen.tal Retaining Walls, or the AASHTO Standard Specifications for Highway Bridges, whichever is applicable as determined by the retaining vva11 design engine�r. 3. Constructidn Drawi.ngs shall inc�ude: a. The retaining wall layout anct retaining wall heights. b, Proper placement, lengths atld types of geogrid reinforce:arzent where necessary. G. Typical wa11 sections. d. Types, Iocations and properties of all drainage materials, appuxtenance5 and special installation requirem�nts not covered in this specificatifln. e, Retaining wall elevation views. f. Any soils it►formation or testing conducted in addition to that included wiihir� the project drawings and speci�cations. g. Design assumpfians. LDCKWOOD, ANDREWS Ai�TD NEWfYAM,1IJC. D$AINAGE. IMPROVEMENTS EOR LE�OW CHANIVEL AT 28T� ST. SPECIAL CONSTIZUCTIO�Y SPECIFICATSON DOCiiMENTS CPI"Y PROJECTNO. i03052 Revised March 1 l, 2Q�2 99 99 02 - 4 ENCrINESRED FILL.ED HAG RET/tINING WALLS Page 4 of [4 C. If geogrid reinforcement is required in the fmal engineered constructran drawings, subaxtit manufacturer's product literature, product testing reparts and a twelve i�ch or larger sanapie of each type to be used in wall construction, D. Su�mit gradatior� reports for aggregates used for the wal� leveling pad, unit 1 drainage �ill and for select reinforced fill if requ.ired in the �nal engi�eered wal l design. E, A11 submittals must be pravided and reviewed prior to the start of retaining wall construction. 1.7 DELIVERI', STOR.A.GE, .t�ND Ii�iNDLING A. Contractor shall inspect all products at deli�ery to determine ihat the praper materiats hav� been delivered and are usable. Damaged znateriai shall not be incorporated inta the work. B. 'I'he Contractor shall store and handle aIl materials in accordance �;vith manufacturer's recam.tzaendations and in a manor to prevent deterioration or dainage to due :moisture, temperatuse changes, contaminants, carrasion, breaking, chipping, or other causes. C. The Contractar shall prntect tl�e materials from damage. Darnaged materiai shall not be incorporated into the s�egmental xetaining wall. 1.8 QUALITY ASSURANCE A. Manufacturer's Field Representative Qualifications: Experienced in the inskallation of khe specified products. B, Installer Qua1'tfications: Contractor shall have successfully instailed at least three proj ects similar to that of this proj ect wit,�in the last twn years. Cantraetor shall nrkaivatain at least one mechanzc on site at a11 times that worked on one or rnare of these previous installations. C. Owner shall employ the services of an independent geotec�anical or materials engineerin.g firm to provide soil testing and qualiiy assurance inspection for wal l construction and soils work. Contractar shall provide any quality control testing or inspectian not provided by the Owner. D. Retaining Wall Design Engineer Qualifications: Th� Retaining Wall Design Engiti��r shall be licensed to practice in tt�e state in which the project lacated. Additionally, the � Retaining Wall Design �ngineer shatl be independent�y capable of performing aIl r�taining wa11 ana�ysis calculations (interna.l and externaI stability, seismic analysis, water analysis, and glohal stability) and ha�ve designed at least t�►ree wall proj ects similar to that of this project. PART � � PRODUCTS 2.1 MANi1FACTURERS A. Licensed and Authorized manufacturers af: 1. Envisolok, Inc. 10101 Casey Road, Evansville, WI 53536 (60$} 223-3571 Phone {6Q8)884-4640 Fax LOCItW00A, AND1tEWS AND NEWNAM,INC. DRAi1�AGE IIVII'R4VEMENTS FOR LEBOW C�IANNBL AT 28T" 5T. SPECTAL CONSTRUCTION SPECJFICATION DOCUMEAitS CI1"Y PROJECTNO. L03052 RevSsed March 1 l, 2422 99 9S 02 - 5 HNGINEERED FII,LED SAC, RETAINllVG WALLS Page 5 of 14 ecosoIutio�s(�a,envirolok. cain www,en�ri�olok.com 2. Appraved �ubstit�tion a. Substitutions must be subrnitted and approved during the bidding phase. Substitutions during consfixuction will nat be app roved. 2.2 MATERIAL� A. Vegetated WaII/Slope Units 1. The V�getated u�it is cornposed af 100% palypropylene must be weaiher resistant to rninus. 30 degrees Celsius and 'zs 1(10% recyclable. Two connection pins shall be supp.lied per unit, interconnecting the nnits vertically and hor�zontally, 2. The Vegetated Unit '1s for use in all slqpe system app3i�ations including applications using P.E.T. (polyester} geagrids or HDPE (high density polyethylene) for geogrid reinforced wall and slope applicatians. 3. Vegetaked Bags a�'e m.ade from a specifically designed tan calored No�-Woven geatextile thai will not rat ox mildew, is non-biodegradable and is resistant ta damage from insects and rodents. T'ha Vegetated bags provide a filtering functionality, are water permeable and root friendly. Vegetated Bags have met ail applicable ASTM skandards for geotextxle testing. �. Vegetated units shaIl be manu�'actured from polypropylene resins. Facing panel polyxners shall be greater tl�an 70°/a U.V. stabilzzed after 1QOD hours testing (ASTM 4355). 5. Vegetated units �re manufactured using an ultraviolet resistant (UVR) banded az�ti- wick polyester threat. 6. Ur�it calor shall be eart� colar (light brown or tan.) to reduce hsat absarption from sunlight to praraaote greaYer germination without heat damag�. B. C.onnection Pin I. Connection pin devices shall be polyme�ic and shall penetrat� the units a minimum af 2 in�hes to foz'�tn a pasitive connection. 2. Connection pins shall penetrate tb.e geogrid reinforcing connecting the rein%rcing to the vegetated facing system. C. Cinch and Twining 1. Cinching and twining sYrips shall be high tenacity, multifilament polyester gengrid strips as supplied by the mauufacturer. D. Soil Reinfarceent I. Geosynthetic rei�t'orcem.ent formed hy a regular network of integrally cannected tensile elements with apertures of sui�'icie��.t size to allow interlocking with sun-ounding soil, rock or eazth and function as reinforcennent. Soil reinforcement shall be specifically z�rzanufactured for use in reinforcing sail materials. 2. Geosynthetic Reinforc�ments shal.l consist of high tenacity PET geogrids, HDPE geogrids, or geotextiles manufactured for soil reinforcezzzent applications. The typ�, st�ength and piacement locatzon of the rei�forcing geosynthetie shall be as shawn on the plans. The desigia properties of the reinforcement shall he determined according to the procedures outlines in this speci� cation and the NCMA Design LOCKWOOD, ANDREWS AND NEWNAM, INC. DR.A]i�TP.GE II�RqVEMEN'1'S F012 LEBOW CIIANN�L AT 2$T`' �T. SPECIAL CONSTRUCTION SFECIFICATION �QCUIv1ENTS CITY PR07ECT1V0. 1Q30S2 Revised 111Earch ! l, 2022 99 49 Q2 - 6 ENGINLL�RED FILLED BAG RET�G WALLS Page 6 af 14 Manual far Segmental Retaining Walls (3rd Editian., 2b09} Detailed test data sl�all be submitted ta the Qwner's Engineer for ap�roval at least 3 Q days prior to construction. E. Unit Bag Fill Materiai 1. Bag fll rnaterial should be selected with the desired vegetation and specifi.c application in mind. Criteria for bag fill sc�ils should be specified by t�e Designer, suggestions inciude: 2. Walls, slopes and above High Waterline Applications a. Freely draining native soils and granular materials clean of all debris, roots, branches, stones in excess of 2" (50 mm) diameter and ather deleterious �aaYerials. Remove soil contaminated with calcium chloride, toxic materials and petroleum products. b. Properties should include (by �olurne) i. Approximate Top Soil Content: 15%0 -20% (far an engineered stxucture) ii. Topsoil shaIl be a sandy-�oam to clay loam based sasl, It shall be oi uniform eomposition, screened and fre� of stones greater tha.n 2" (50 mm), lumps, plants, and their roots, debris and other ex�ran�ous znatter o ver one inch in diameter. iii. Soil should be tested prior to screening and stock piling to ensure it is free from containm.ents that would inhibit plant growth or ha�rm water quality. iv. Approximate 5and Content: 75-85°/a v. Granular Co�ntent: smaller than 50 mm larger than 2 mm 50 � 7�% vi. Grranular Conteat Iarger tl�an O.OS mm smaller than 2mm 10 -15°/a vii. Ap�aroa�imate Compast {Organic) Co�tent: Use of Compost.is �ot recomnn.ended for most appiicatia�s, unless approved by Project Engineer or Lazzdscape Arckitect. Percentage cont�nt shall nof e�ceed 7- 12%. viii. Clay atxd Silts Q- S% ix. Percolations sl�all be such that no standing water is visible 60 minutes after at least 10 minutes of modera#e to heavy rain or irrigation. x. Top Sail materials should be a]ocaliy available or from cammercially provided sources. xi. Mix al! Top Soil materials evenly throughout the bag iill material. xii. Do nat deliver or store soils in frozen, wet, or muddy conditions. xiii. Protect soils and mixes from absorbing excess wa�er and from erosion at a1I times. xiv. Do not store materials unp��otected frotn large rainfall e�ents. xv. Fill per bag zs approximately 1.25 cu ft. (.0354 m3 ) Below Waterline Applications a. Clean Granu.lar material; 3/4 in (20mm) gzavel xninimumparticle size 2mm. Pre- seeding bags is suggested for structures built belaW normal water levels if vegetation is d�sired. LOCKWOOD, ANi]REWS AND NEWi�IAM,INC. pRAINAGE IMPROV�MEN3'S FOR LEBOW CI3ANIJEL AT 28T'� ST. SPECiAi CONSTRUCTiON SPECIFICA'f[ON DOCUMENTS CITY PROdECTNO. 103052 Revised March I 1, 2022 99 99 D2 - 7 ENGITIEET2ED FII.LHiI SAG RETAINING WAT.LS Page 7 of l4 b. C1ay soils shall not be used for bag fill. F.Vegetated Materials l. Vegetati�n shall be applied through hydra-seeding, hand applicationand/og planting methods. 2. L'zve Vegetation / Vegetation Mix shall [caz�.] be applied during or aitez' the constructinn of the structure. a, Hydro-seeding can be applied after completi�n of the structu�e. b.It is possit�le to complete after consfruction as approved by the Owner. 3. Hydro-seeding can be applied after completion af the stzucture or in phases as a.pproved by the Owner. 4. Vegetation should be sel�cted with ca� sideration of the environtx�.e�at - weather, elirnate, expasure, etc. A vegetation specialist may asszst i� the selection of plant materials. S. Dependirig on t�e location arxd cJiamate, an irrigation system m�ay need to he incorporated witkin the V�getated System. a, A Iow pressure drip irrigation system may b� loeatecf betvveen selected rows should be used (if requireci) 6. Vegetation methods Include, but are not li nnited to: a. Slurry Mix (Hand Seeding Application) b. Hydro-seeding c. Live Planting d.Live Staking e. Brush Lay�ring f. Nati�e Vegetated Mat g.A mix of Hydro-seeding and Planting or Native Vegetated Mat is reco�pnmended far rapid establishment and consistent coverage. G. Materials NOT Allowed for Vegetated Wall / Slope Solutions 1. Syste� ar components that �vould provide enh apmeni t� marnmals. 2. System or components that wiIl oxidize, 3. Systems with exp�sed surfaces ar pieces that cauld cause injury to people or animals climhing or traversir�g th.e vegetated wall / slape system. 4. Systems that do not a11aw for 100% percent vegetation an exposed surfaces H. Sase L.�veiing Pad: 'I"he wal� base 1eveling pad material shall consist of acampacted crushed s�one base or non-reinfoz'ced concrete as indicated in the Con.st�uctian Drawings. I. Drainage Aggregate: Drainage aggregate shall consist of clean 314" crushed stone or gravel txzeeting the requirem�nts of Yhe Coastruction Drawings. J. Reinforeed Soi.I: All reinforced soil, borrow or irnported, shall meet all r�.quirements of the Construciion Dravvi.ngs. Reinforced soils, by gradation, s�aall l�ave no more than 35 percez�t passing the number 200 sieve for walls less than 20�feet in height and no more than �5 percent passing the numh�r 200 siet�e for walls greater than 20-feet in height. LOCKWOdD, ANDREWS ANA �fEWNAM, INC. DRATI3AGE 1MPTtOVEMEIVTS FOR LEBOW CHANl1VEL. AT 28TH 5T. SPECIAI. CQNSTRUCTL03V SPECIFICATION DaCCJMENT5 CITY PR03ECT NO, L03052 Revised March t l, 2022 99 99 Q2 - 8 EI�IGINEERED FiLLSD BAG I�TAIlVING WALI,S k'Age 8 oF l4 K. Drainage Pipe: If required in Constructinn Drawinga, drainage pipe shall be perforated or s]ottedPVC pipe manufactured in accordance with ASTM D-3034 or ASTIVID- 2412. Drainage pipe zxiay also be covered with a geotextile filter fa�ric, PART 3 - EXECUTION 3.1 EXAMINATIQN A. Verify Iocatians of uti�ities and exisEing structures prior to excavation. B. Examine the Froj ect site and evaluate canditions where the retaining wall rvi11 be constructed. Notify the proper supervising authority in writing af any conditions that may inter%re w�th the praper construction of the wall or d�lay cornpletion. C. Pramptly notify the wall design engit�eer of site conditionswhich may aff�ct wall perfoz-mance, soil conditions observed other than khose assumed, or other canditions that may reyuire a reer�aluation of the wall �design. 3.2 GENERAL A. Construction and construction tolerances shall be in accardanee with the plans or specifieatians. Grades shall be withi.n 3 inches of the grades shown on the plans, or as speciiied. B. Before beginning installation, verify site canditions a.re as i�dicated Qn th� drawings. Notify the Owner if site conditions are not acceptabke. Do not begin preparation or installatian until ur�acceptable conditions have been corrected. 3.3 EXCAVATION A. Contractor shall excavate to the lines and grades sbovvn on the construction drawings. The contractor shall be careiul noi to disturb the base beyond the lines indicated. B. Foundation soils shall be exca�ated as required farr foating base / leveling pad dimensions slaow� on the canstruct�on drawings, or as di�rected by the wall engineer. C. Over-excavated areas shall be filled with suitahle base or backiill material at�d cor�nnpacted to 95 percent standardproctor. 3.4 F4iJNDATION SOILS PREPARATION A. Foundatian sails shall be evaluated by a Geotechnical Engineer ar Owners Representa�ive to ensure that the bearing soils meet or exceed the design conditions or ass��nptions. B. Cor�xpact foundation soil zone to 95 perceaut standard proctor prior to installing base / levelin� pad. LOCI4WOOD, ANDREWS A1�D NEWNAM, INC. DRAINAGE IMYRn'UEM�NTS F4RLEB4W CI-IANNEL AT 2&'�� ST. SPECIALCON5TRUCT'ION SPECIFICATIOI�f D�CUM�iYTS C1TY PROfEGTNp. 103052 Revised Mareh J l, 2022 99 99 Q2 - 9 ENGINESRED FILLED BAG RETAIlVING WAI.LS Page 9 oF 14 3.5 BASE 1 LEVELING PAD A. Base skall be lacated as indicated an. the Construction Drawings and shall have a minirnutia thickness of 6-inches. Base materials are to be as specified by thc wall engineer (generally crushed stone, 314-inch minus, or similar}. B. Width of the base �ad must extend a nuinimu� af 6-inches in front and 6-inches in back af the retaining wall footprint. C. Base materia� shall be compacted so as to provide a smootka, �ard surface on which to �alace the first course of units. D. Cozz�paci base material to 95 percent of statadard practor. E. Base shall be prepared to ensure full contact of the wall unit wit� base rnaterial. Spacing or gaps between units shall na exceed 112-inch. F.Cantractor :may elect to substitute a portion of the specified granular base materials witla� a 1ean, uureinforced concrete topping. G. When a reinforced footit�g is required by the Consiruction Dra�rings, it sha11 be located below tlae frost 1ine. 3.6 PREPERATION OF VEGETATED UNITS A. Ensure t4ie bag �11 material is suitably mixed with any required additi�ves priar to b�ginning tha filling process. Fill materials are s�own in section 2. B. Fill the bags connpletely, to a aonsistent wei�ht, density, and size, all�wing adequate geatextile material far secure closure of the bag. J.. Placed and compacted units should have approximately one square of face area. C. Bag closuz'e methods include but a��e uot Iirrnited to methods such as zip-ties, stapling ar sewing. D. Vegetated units shall be stored in a cavered area and shall be kept dry. 3.7 GEOGRIDINSTALLATION A. Install geosynthetic r�inforcernent in accordance with manufacturer's recommendations and the Construction Drawings. B. Geogrid reinfnrcing shall be cut and laid at th�e pxoper elevatzans as shown on the manufacturer's drawings or as directed by the Engineer. C. 1'rior to installation of geos3�nthetic reinforcernent, level and compact l�ackfill z�aterial to the level o£ t�e reinforcement Iayer. D. Cai�'ect orientation of t�e geogrid sha11 be veri�'ied by the Co�fractor with the strength duection placed perpendicular to the vvaIl face. E. Geogrid reinforcing shall be attacl�ed to the Vegetated system b.y placirtg the geagrid to the front face of the Vegetated unit above the installed course. Install the cannecting pins through g�ogrid and into the Vegetated units. The next course of units shall he plaeed and camp.acted locking the reinfot'cement in p1ace. LOCKWOQD, ANbRE1�VS AND NEWNAM, INC. DRAINAG� IIvlPROVEhSE1VT5 FOTLLEBOW CIIANNEL AT 28r" ST. 3PECIAL CONSTRUCTION SPECIFICATIQ3V BOCUMENl'S C1TY PROIECT 1+CO. 103052 Revised March I 1, 2022 99 99 02 - 10 ENGTNEERED FQ.LED BAG RET.4iI`'IIJG WAI.LS Page EOo#' lq F. Geogrid shall be pulled taut removirag any slack in the layer while �lI is placed over the reinforcing. Care shall be taken to nat operate equipment direetly on the reinforeir�g to minirnize potential for damage. G. Remove a!1 wrznkles or folds in reinforcement by pulling taut prior to backfill placement. Securc using soil staples, sta�es or hand tension unti� reinforcement is covered with sufficient fill to maintain tensioned position. H. R�infarcerzae�nt shall be continuaus thraugho�t the embedme�t length. S�licing alang rei.nforcement streiigth directioti is not allowed. I. �osition reinfarcement sections side-by-side to prnvide 100 pexcent coverage along wall face, J. Where curv�d wall sections cause overlap areas in reinforcement, maintain at least 3- inches of soil between jayers where overlap occurs. 3.8 REIN�'ORCED BACKFII.L PLACEML+'NT A. Wall fill material shall be placed in 1'zfts no greater than 8-inches in depth and shall be less if :aecessary to achieve necessary eQm�actiox�. B. Compact backFill material ta 95 perceni of standard proctor. C. Only hand-operated co�pacfion equipment shall l�e used within 3-feet of the back af the retaining wall. Heavy-duty eompaction equipment shauld be kept a minimum of 5- �eet from the back of the retaining wall. D. Wherever possible, bac�c�ll shpuld be placed beginning at the faee of the wall. Sack� 11 shall be placed, spread, and compacted in a znanner that minimizes the development of wrinkles, falds or movement of geogrid. E. Tracked construction equipment shall not be operated directly on the geogrid. A minimum backiill thiekness of 6-inches is required prior to operatian of tracked vehicles over the geogrid. Turning of tracked ve�.icles should be kept to a minirnum to prevent tracks from displacing the fill and damaging the geagrid. F. Rubber tired equipmenk znay pass over the geogri.d reinforcement at slow speeds, (less than 10 Ml'H}. Avoid sudden hraking and sharp turning. G. At the conclusian of each day's work, slope backf"ill at bath the crest an.d bottom of wall away from wall face to prevent surface drainage from scouring or ponding. H. During wall canstruction, the General. Contractor shall be responsible for coordination of other project site operatians so as to avoid adjacent construcEion site drainage fram affecting vvall construcfion area. I. LTpon completion of wall construc�ion work, t�e Geueral Contractor shall: 1. �nsure finished grading directs normal drainage away from the finished wall. 2. Ensure other trades do not operate heavy equipinent or excavate near the wall and reinforced soil zone. 3.9 VEGETATING A. Finish in accordance with the supplier xecommendations. LOCKWOQD, ANDREWS AI�D NEWNAM, INC. DTZt1INAG� Il1A1'CiOVEMENT5FORLEBOW CFIANNEI. AT 2$'�'` ST. SPECIAL CONSTRUCTION SPSCIFICATTOIY DOCUIV[ENTS CITX PROIECT N0. 103052 Reaised March l l, 2022 999902-L1 ENCrINF..ERED FILLED SAG RETAINiNC� WALLS Page 1 L of l4 B. Vegefation can be applied through seeding or planting methods. Vegetatio�a/ vegetation mix to be applied to the structure witk�in two weeks of Vegetated System place:ment. C, Bags shall be watered prior to ins�alIing any �egetation. Soak bags thoroughly using low pressure water saurce. D. Seeding: 1. Hydro-seeding is the preferred method of seeding. App1y hydro seeded material to the wall or slope face of the Vegetated structure to achieve complete coverage of the exposed bag face. 2. Use a�eed mixtur� whick responds to the speci£'ic site environmental conditions such as s�oreline, roadside, interior grasslands. The rnixtux'e should contain a variety of easily germinated, hardy, drought resis#ant vegetation proven fo�'the area and exposure. E. Live Planting; 1. Plan.ting with Iacally avaiIable native plants, omamental oar plants proven to be sustainable in the area nnay also be used to re-vegetate the structure. 2. The roo E ball can be positioned sz�.ugly under the Vegetaked bags. Depending on the chosen plants and site location, a i Ogm slow release fertilizer tablet sitting on tap of the roofi ball znay be required. Refer t� construction documents far plant Iist, spacing and placement instructions. 3, Plants sha11 be placed between bags on1y. DO NOT Puneture bags or plaee plant material inside the bag. 4. Plant Siz� Reca�nmendatior�s: Plants shaIl be 2.5" square pots or smaller. Foz' best estahlishment results and io Iessen urzdulation of bags, 2"x5" deep plugs are recozn rz�ended. F. Live Stakin�: 1. Live-staking with locally available natzve materials such as willows may be used ta xe- vegetate the structure. Live stakirig is achieved by placing beiween units to be in contact with soil behind the units. Timing of constniction must be coordinated ta ensure the survi�ability nf live sta�Ces for successful vegetation. 2. P1aclts shaIl be placed between bags at veztieal a.nd horizantal joints. DO NOT Puncture bags or place pla�►t material inside the bag. G. Brush Layering: 1. Brush Iayering is achieved by placing the plant between the bags with the roat ball behind the Vegetated Systern. TEtis method is may be recom.mended witt� applieations in water. 2, Plants shall be placed between bags �t vertical and harizontal joints. DO NOT Puncture bags or place plant material inside the bag, H. Native Vegetative Mat {NVN.� 1. NVM is a pre-grovvn mat ut�lizing native grasses and forbes available in a variety of custom mixes with locally available species. NVM should be used for sztes requiring rapid estahlishment. 2. NVM Specifications LOCKWOOD, AlVDREWS AND NEWNAIvI, INC. DRAINAGE IIVIPROVEM&idTS FORLEBpW CFIANNEL AT 2!3'" ST. SPECiAL CONSTRUCTIdN SPECIPTCA'�ION DOCiIMENTS C1TY P1R07ECT310. 103052 Revised March t 1, 2022 99 99 02-12 ENGIlVEERED FQ,LED SAG RETAINlt�TG WALLS Page 12 oF l4 a. NVM s�ali be produced from a nati�e seed matrisc, free froxn azry noxiaus or invasive species. b. The mat shall he cotxiprised of a soiless media and integrated core. c. Sailless Media shall be comprised of Agrecol Mat Blend 90fl2 and free of any adxnixture of soi1, slag, clay stones or ar�y otber extraneaus matter. .P�1 values may range betw�een a naizaimum of 5.4 and a maximum of 7.0. d. Integrated core shall be I00% biodegradable coir rr�at of woven coir �bers eveniy rrlachine tvvisted and spun at 20.5 to 25.5 oz/ sy. Biodegradable longevity shall be 3-6 years. e. Native Mat Thiclaless shall include a z'oot z�ne depth af 1" �.20. f. Standard rali size shall be 40" wide x 132" long. 3. Installati�n & Ca�'e g. Flace a 1" layer af �apsoi[ over f�e Envirololc units. Be sure to iill voids ai seams and between courses of bags. h. Mat should be anch�red in place with sod staples, wooden stakes or z•ebar stakes, depending on site co.nditions. i. Water or irrigate every few days for the �rst two weeks upon installation. Continue watering ar irrigating ta the equivelent oi'/3" e��ry four days for 4-6 weeks. j. Monitor waterin�s t� e�sure proper moisture and establishme�t. 3.10 OTHER CONSTRUCTION DETAILS A. Enviroiolc provides a nu�ber a�f Construction Detail Drawirigs (see �eciion 1.2F) vuhich ean be found on Envirolok's website (www.envirolok.com) and shauld be referred to for guidance on walI specific applications. 3.11 SITE TOLERANCES A. Straight walls 1. Vertical Aligttzx�ent: +I- 1.S-inches over any 12-feet distance and no more than +1- 3-inches over the entire length of wall. B. Horizn�tal Alignment Control: 1. Corners and radius loca�ion: +/- l�foot to theoretical location indicated on the Grading Plan. 2, Ratti,x; +/.. 2�faet from tl�eoretical lines indicated on the Grading Plan. C. Wall Batt�r at Completion of Work: �/- 2-degrees from the design batter and no batiet' less than 2-degrees. 3.32 FIELD QLTALIT�' CONTROL A. Contractor shall be responsible for proper instaIlation and quality control of all retaining �rall cflmponents and appurtenant �zzaterials. LOCKWdOD, ANDREWS AND NE�'dNAM, INC. DItAINAGE� LMPROVEMENTS FOR LEBaW CIIANrTEL A7' 28T;` ST, SPECTAL CONSTRtICTIOAI 3PECIEICATION DOCUIwtENTS CTTY PROJECT NO. L�30.52 Revised Maech t l, 2fl22 99 99 02 - l3 ENGII�TEERED FTT.LEI] BAG RETAAIING WALC.S Puge 13 of l4 B. Owner shall, at their expense, retain a qualified professional to monitor and perform quality assurance ehecks of t�►e installer's work. C. Quality Assurance should include f�undation soil insp�ction, frequenf backfill compaction te�ting, v�rification af geotechnical c�esign parameters and compliance with Construction Drawings and Project Speci�catzons. 3.13 VEGEATION MAINTENANCE A. Field Review at regular intervals ta ensure that �vegetation is in a healthy and vigoraus growing cand. B. It is recornznended that a low-volume, temp.arary drip irrigation system be installed tt�at applies not less than one inch water per week during the active growing season throughout t1�e warranty period, with supplem�ntal watering as �teeded to prevent desiccation of any vegetation. I. Provide systern that provides not less than one inch water per week for a period of not less than 90 (ninety) days frorn substautial completion. In the event that substatatial completion occurs afte�• 30 October, continue irrigatinn the following spring to insure establishment C. Promotion of growth; Weediz�.g of exokic vegetation shall be by cutting back growth to discourage re-seedi.n. g ar establishment. Water and perfortn other aperations necessary to proxnote vigorous growth and as approved by [Owner] [Engineer] ax�:d eonsistent with approved Integrated Pest Management Plan. D. Inspect vegetation at least we�kly during the aeti�ve growing season and perforrn need�d maintenance proinptly. Herbicides and pesticides are not reconn tz�ended; use organic/natural mat�er for pest and disease control. Do not fertilize wildfloweis, sedges or grasses. E. At end �f maintenance period, request End of Maintenance 1?erit�d Inspection by Owner. 1. Fi.naI ac�eptance of wildflawers, sedges and grasses will be basefl upon a satisfactory establishmeni of vegetation. Establishtxaent of groundco�er and grass is 95 percent ground cover of established species. Replant areas which do not have a satisfactory esfablishment of wildflowers, sedges and grasses. Final acceptance of �egetation will be ba�ed upon sakisfactory health and vigor of plants. F. When work is found to lae unsatisfactory, maintenance period will b� extended at no additiozaal cost to Qwner until work has been completed, inspected and accepted by Owner. F. Warrant living planting materials for a period of three years after date of Substantial Coinpletion, against defects including deat� and unsatisfaciory growth, except for defects resulting from abuse, vandalism or events beyond the eontrol of the installer far tlae duration of the wa,rranty period. I. Remove and z'eplace dead vegetation immediately unless required to plant ir� kYze succeeding planting season. 2. Replace planting materials that are more than 25 pez'ce�t dead or in an unhealEhy condition as dete�•rnined by the Owner at end of the warraniy period. LOCKWppD, ANDREWS AND NEWI+IAM, IIVC. bR1�INAGE IMPRO'VEMEN'fS FOR LEBOW CIL+�AINEL AT 28"` ST. SPECIAL CONSTRUCTIOl+i SPECIFICATION DOCUivfENT5 CTI'Y PR07ECTNa. l03Q52 12evised March 1 l, 2022 99 49 02 -14 CNGIhiEEItED FII,I,ED BAG itTcTAT�TI[�fG WALLS Page 14 of l4 END OF SECTION LOCKWQpD, ANDREWS AND NEWtYAM, TNC. DRAINAGE IIvIPRQVEMENTS F4R L.EBOW CIIANNEL AT 28TH ST. SPECIAL COIYSTRUCTION SPECIFICATION DOCLIIviENTB CI'i'X PIt07&CT�TO. l03Q52 Revised NEarch 1 l, 2022 999903-1 LNE STAK]NG Page I �ECTI(}N 99 99 03 LIVE STAKING PART ] — GENERAL 1.1 SUNIlVIARY & RELATED REQi7XREMENTS A. Codes and Standards: Periozm wo rk under this specification in eornpliance with ASTM D6765- 13, and with ai1 requirements of authorities with jurisdiction, '►ncluding the SWPPP. B. Existing Util.itics: Da nat inte�rupt existing uti.lities ser�+ing facilities occupied by the Owncr ar others except when perrnitted in writing by the Engineer, an.d then only a�er acceptable temporary utility serviees have heen provided. C. Limits of thzs section: This section includes materials criteria, pr�paxataon, and execution _ techniques intended far designated live-staking areas only. Refer to Landscape Plans and Specificafians f�r further instructions. 1.2 PRXCE AND PAYMENT PROCEDi1RES A. Meas.urement and Payment a. Measurement i. Shall be hy the contractor unit price bid per each (EA) and shall he full compensation for materials, labar, equipment, tools and incidentals r�ecessary to compl�te the worlc. B. Payment a. The work pez-foz-imed and the materials furnished in accordance wit�a this Item are subsidiary ta the Items b�ing bid and no other compensation will be a.11owed. PART � - PRODUCTS �.1 HA.RVESTED LIVE STAIfES A. Furnish produeerlsupplier certificatian that harvested Jave stakes comply with the requir�ment� of this section. B. Pravide live stakes free of splits, rot, disease, and insect infestation, harvested during wiz�ier doi�nancy, after seasonal leaf dxop in the falI and before new leaf buds swell in the spi`ing. Harvest stakes frorn tha same physiographic z'egian a�,d/or plant hardiness zone as the proj ect site, cut from plant stoek tY�at is at least two years old tp ensure vigorous root growth. C. C.ut harvested stakes with squared ar flat cuts at the top end, and angled cuts at tk�e bottom (basal) end with Ieaf buds pointed upvvard [see Figure 1]. D. Size by species as shown in Table 1 below: TAB�� 1: Li�ve Stake Characteristics Common Name — Botanical Nanae MinlMa� Min/Max Sank Plan�ing Dia. Len th Position Black Willow — Sali.x Ni ra 3/4"-1" �$"-24" Bottom 1/3 River Birch — Betula N.i ra 2"-3" 24"�36" Middle 113 �asterncottonwood—Pa ulusdeltaides 2"-3" 24"-36" Middle 1/3 LOCKWOOD, ANDREWS AND NEWNAM,INC. DTtAINAGE IMPROVEMEN'I'S FOR LEBOW CHANNEL AT 28TH $T. SPECIAL COAISTRUCTION SPECIFICATION DOCUMENTS CITY PA07ECT Np. 103052 Revised IVfarch 1 l, 2022 99 99 03 - 2 LIVE STAKiNG Page 2 Figure 1: Bundled haivested live stak�s. _ �—...�. -��_ _ � �= �' +4,�- --�. r'' - '�.'�� ..aw.�r��.+ . ��.�= ""��i�'` -�VIy� .. , � _� � �. . � E. Prevent desiccakion by dipping ihe top 1-2 inc�:es i�� latex paint immediately upon harvestzz�g. This will also pravide a highly visible marking foz' species identification and worker safety. Ensure thak nn leaf buds are cavered with paint. F. Shipping rnethods shall aceaunt %r inn.oisture and temperature needs of dormant plant materials duz'ing transit. Reject any dead, desiccated, moldy, damaged, or sprouting stakes. G. Coordinaie with la.ndscape az'chitect to verify timing and planting canditions prior to taking delive�y of live stakes. H. Coordinate with producexlsupplier to verify timing of live stake harvesting and storage: a. If installation wiI1 necessarily take place m.ore khan ten {10) days after harvesting, then cold storage of harvested stakes will be iequired. i. Bundle harvested stakes and store in a dark, hurnid, and cool environment (e.g. a� insulated chest, storage room, etc,) at approximately 35 degrees F'. Ensure that storage ternperature does not exceed 38 degrees F. Cald storage can be extended for up to two (2) mor�ths prior to �ustallation [see Figare 2]. h. If cold starage is not feasil�le, then coordinate with producerlsupplier to harvest live siakes in early spring prior to swelling of new leaf buds, and install within ten ( I 0) days ofharvesting. Figure 2: Cald starage of harvested live stalces. �'�'�. � --. � :��`� •�.� - .�� .�.''� �.. �_ �. ;�.��,�� ' %� � � . � .�'..,�,- - � r'� ! � ' . ,�� /�,' } � �.� COIR �'ZBER MATTING A. Provide matting to meet the foilowing requirements in accordance with AS'I'M Db$1 S, D652S,: 1. 100'% coconut fiher (coir) twzna, woven into high strength matrix Z. Thiekness: 0.30 in, minimum 3. T�nsile Shength: 1348 x 626 3b./ft. rninimum 4. Elongation: 3�% x 38% maximum L,pCKWOOD, ANDREWS ANI7 [�TEWNA�vf,1NC. DRAl1VACrE QVIPROVEMEN�'S FOR LEBOW CHANi�lET. A`�' 28T�� ST. 5PECIAL CpNSTRLiCTION SPECIFICAi'[ON DOCUMENTS CITI' PitO.iECT AIO. 103052 Revised Mareh L 1, 2022 999903-3 LIVE STAKII�IG Fage 3 5. Flexibiliry (mg-cm); 65030 x 29590 6. Flow Velocity: min. I2 ft.lsec 7. Weight: 20 oz.ISY 8. Size: 6.6 x 164 ft. (I20 SY} 9. "C" Factar: 0.002 10. Light Penetration (measured open area): min. 50°fo 2.3 MATTING ANCHQR OPTIONS A. Hardwood Stakes a. Provide haedwood "dead" stakes 12-24 inches l�ng with a naminal2-inch square cross- section. One end of the stake must be sharpened or beveIed io facilitate driving tl�rough the eair fiber mat and down into the underlying soil. The oiher end of the sta�e needs to have a 1-inch to 2-inch long head at the top witJs at least a 1-inch natch befow to catch and secure the eoir fil�er mat [see Figure 3a]. S. Steel Staples a. Provide stapl�;s made o£ 0. � 2S inch diameter new steel �wire farmed into a U-shape z�ot less than 12 inches in Iength with a throat of 1 inch in width [see �igUre 3b]. C. Reiz�farcement Bar a. Provide un�oated #& (mzn.� to #8 {zzzax,) steel reinfo�•cement bars of 2� inches noa�inal length. Malce a bend at one end with a 4-inch straight seetior► at the tip to catch and secure the coir fber mat [see Figure 3c]. 2.4 REIN�'ORCEMENT BAR (P�LOT HQLES) A. Provide uncoated #4 and # I Q steel reinf'orcement bars 24 inches nominal iength for dzilling. of pilot planting holes. Figuzes 3a-3c: Typical examples of suitable cc�ir matting anchors, left to right: i3a] prepared hardwood stakes, [3b] steel "U" staples, [3c� bent rebar pins. t` � �, . � �. .� �; _,., �+ � � �� PART 3 - EXECUTION �� C 3.1 YR��ARATION A. Work includ�.s excavation, bae�Cfill�ng, �ine grading, and installation of coir fiY�er matting and live stakes. B. If haivesied stakes have been in cald starage for rnore than a week, use loppera ta renr�ove the LOCKWOOD, ANAREWS AND NEWNAM, T�IC. I3RAINAGE IMPi20YEME[YTS FOR LEBOW C�IAT[NfcL, AT 2�3TH ST. SPECIAL CON�T'12iICI'ION SPBCIFICATIOI�I DOCiJMENTS CITX PRq3ECT IYO. 103052 Revised March 11, 2022 99 99 43 - 4 LNE STAKING Aage 4 bottom 1-2 inches of each stake with a fresh diagonal cut [see �'igure 4]. �'igure 4: Fresh diagonal cut on harvested live stake. C. Soak harvested stakes continuously in coo1, aerated water for a minirrr�uz� of 24 bours and a maximum of 7 days prior to installation. Ensure that yz to 3/a of the stake length is submerged throughout the soaking period [see Figure �]. D. Install cozr fiber matting an the streambanks where live staking is to be planted as shown. in the Drawings ox as directed by the Landscape Architect. E. Pro�ride a smoakh soii surface free from ston�s, clods, or debris that will prevent full contact of tbe matting witY� the soil. Figure 5: Soaki�.g of harvested live stakes priar to installation. F. Place the matting directly upon soil that has been fine-graded. Take care to preser�e the reqnrred line, grade, and cross section of the area covered. G. YTnro11 the matting and extend smoothly but loosely over the soil surface withaut stretching. At the top of slape, dig a narrow trencla at least 6 inches deep. Bury the edge of each pi�ce of matting in a narrQvv trench at least 6. inches deep at�d tamp firmly. H. Where one ro1l of matting ends and a second r411 begins, overlap the end of the upper roll aver the buried end of the second roll so there is a fi-inch overlap. I. Canstruet check t�-enches at least 12 inches deep longitudinally akong. khe edges of the matting, ar as directed. Folc� ove�' znatting and bury to the full depth of the trenc�, then tamp firmly [se.e Figure 6]. LOCKWOOD, ANDREWS AND IdEVYNAM, I7vC. aRAl1�FACrE 1MPROVEMENTS FOR LEBQW CHANI�[�L AT 28TrE 5T. SPECIAL CONSTRL]CTIQN SPECIFICATICIN DdCL1ME[�fTS CITY PItOJECT NO. 103052 I�evised March 11, 2022 999903-5 I,IVE STAKING Aage 5 Figure 6: Creating a check trencb. to secure cair matt:t�ng. J. Install anchors in accordance r�vith tlae Detail Sheet. P1ace anchors across the matting at ends, junetions, and check trenches appraximately 1 foot apart. P1ace anchors along the outer edges at�.d dovvn the center of each strip of matting 3 feet apart. Place anchors along all lapped edges 1 foot apart. Submit a Live Staking Detail Sheet %r a:ncharing pattexn for landscape architect's appro�val. K,. `�be landscape arcluteet may requit-e adjustsnents in the trenciaing or anehoring of coir maiting to suit iudividual site conditians. L. Install live stalces per the layout templates (plan and section} shawn in tY�e Drawings. Angle each stalce slightly in the direction of strearn fl�w, �en dz'i�e the angie-cut basal end of each stalce rnto the streambank us�ng a rubber mallei, ta a depth af no mare than 3/a the stake length [see Figvre '7]. Ensure that at Ieast 2-3 leaf buds axe visible ahove the coix rnatting. Do s�ot use a s�edge to it�stal� li�e stakes in order to avoid splitting or other dam.age that will increase the risk of znortality. Figure 7: Installing live stakes through coir matting. M.If existing streainhank s�ils are tao dense to install live stakes as specified, dr3ll pilot holes by driuing a steel reinforcement bar with a hand sledge to a depth of approxiniately 12-18 inches, angled slightly in the direction of stream flow. For smaller diameter stakes, use a#4 bar and limit t11e pilot hole to approximately 12 inches in deptl�. For larger diameter stakes, use a�10 bar and limii th� pilat hole ta approximately 18 inches in depth. Take care not ta distart or pry apen the pilat holes lar�er than. �e diameter o.f the steel seinforcement bar, as this can critically affect li�e- stake survival by reducing stem to-soil cantact. N. k'irmly heel�in the soil and matting around the installed stake to help minimi�e air pockets around the stalte. END O�' SECTION 99 49 03 LOCKWOO�, ANDitEWS AND NEWNA�vi,1l�fC• DRA(NAGE iMPROVEMENTB FOR LEB� � pI�ANN CT NO?�l U3052 SPEClAL COPSSTRUCT10i�I SPECCF'ICATION I7QCUMEN�S [Levised Marcfn 1 l, 2022 959904-i COiR LOG Fage I SECT�ON 99 99 04 COIR LOG PART 1- GENERAL 1.01 ST3MMAR�' A. Sectian Tncludes: i. Cleaxing the installation area of any debris ar undesirable materials that pte�e�nt adequate contact betwaen tbe lags and the soil. 2. g�u-�is.hing and installing coix fiber logs as shown on. the �lans. 3, Anclaaring coir log segments with live sta.l�es. 1.�2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment L Measutem.ent a. Shall be by the contractor unit price 6id per linear foot (LF) and shall be fu com.pensation for materials, labar, equi.pment, tools and incidentals necessary to complete the work. 2. Payment a. The warlc performed and the materials fuxnished in aceordance with t s tem are subsidiary to the Iiems being bid and no other campensation will be allowed. PART 2 - PRODUCTS 2.01 LOG A. Logs shall be made of IQO°/a Duz'able coconut {coir) fiber uniformiy compacied with�n an ou er nett.ing. B. Logs shallhave a density of 7lbslcf or greater. C. %og segments shall ha�e maximum length of 20 feet, wi n tt n�nmade of br��is le coir twnne with D. Coir logs shall be manufactured with a woven wx'a�ping � minirnuzn strength 901bs te�sile strengih. The netting shall have nominal2 inch liy inch apenings• PART3-EXECUTION 3..01 S1TE PREPARATION �+,. Clear the installation area of any oe�� $ S��'s ar poten a�l obstxuetio�ns should be �removed ��e� to came in contact with ihe so , Y P B. Dig a small trench in the location where the coir Iogs need ta be placed. 3..62 L�G TNSTALLATXON A, �.og: Place the coi� logs in the trenc� and bacicf�ill with sail so that �e coi�' logs aze tig�tly packed against the slope. Ad�acent coir iogs should be positioned so that the ends fit ti.ghtly against each othex'. Er�da should b.e joinedlsecured togethere �h coir twine ox other suitable ties. Mattress coir fib��r may be used to fill spacing between log 3.03 ST.AI�E INSTALLATI4N A. Stakelanchot the coir lo�s into position. Cair logs should be anchored e�ery 3 feet with %z to 1'/z inch diameter, 3 foor long Sive stakes. END OF SECTIDN 99 99 04 LOCKV�OOD,ANDRP.WSAiYT)NEWNAM,I3�TC, BRALNA.CTEIMPROVEMENTSFORLEBO�PROE3 CT?J02L�302 SPECIAL CONSTRUCTION SPECIFICATION DOCUMENTS Revised luLarch i l, 2022 99 99 65- L ENGINEER�D BANK 5�'ABILIZAT[ON Fage l SECTION 99 99 DS ENGIN�ERED BANK STABILIZATION PART 1- GENERAT.. 1.01 SUMMARY A. The wark for t1�is section shall consist af furnishing all materiais, equiprr�ent, and labor necessary for the installation of an Engineered Bank Stat�ilization (Turf Reinforcement Mattin� for constructing stream banlcs. 1.02 U�VIT PRXCES A. Method oiMeasuxement: a. Measurement i. Shall be by the square yard (SY) and shall be full compensation for rr�aterials, labor, equipment, tools and incidentals nacessary to complete the work. b, Payment i. The work preformed and t�e materials furnished in accordance with tltxs Item are subsidiary tQ the Item (Turf Reinforcerneni Matti.ng} being bid and not other compensation will be allowed. 1A3REFERENCES �,. American Society for Testing and Mate�rials (�STM): 1. A 3b6 — Standard Specification fo�- Commerciat Steel {CS) Sheet, Carbon (0.15 Ma�cimum Percent) Cold-Rolled. 2, A 1�D23 —Standard Specification for Stranded Carbon Steel Wire Ropes for Ganeral l'urposes. 3. B 85 — Standard Specification for Aluinimtm-Alloy Die Castings, �. B 24�-10 — Standard Specifieatinn for Zinc and Zino-Alutninum (ZA) A[lays in Zngot Form for Foundry and Die Castings. 5. 1� 1557 — Siandard Test Methods far Laboratoiy Compac#ion Characteristics of Soi1 Using Modiiied Effo�t 6. D 4354 — Standard Practice for Sam�ling of Geosynthetics and Rolled Erosion Control Products (RECPs) far Testing. 7, D 43SS -- Standard Test Method for Deterioration of Geotextiles by Exposure to L'tght, Moisture and Heat in a Xenon Arc'Sype Apparatus. 8. D 4439 — Standard Terminalagy fnr Geosynthetics. 9. D-4491 — Standard Test Methods for Water Permeability o# Geotextiles by Permittivity l 0. D-4533 — Standard Tes# Method fox Trapezoid Tearing 5trength of Geotextiles 11, D-4632 — Standard Testi Method for G�•ab Breaking Load and Elongatit�n of Geotextiles 12. D-4751 — Standard Test Methods far Determining Apparent Opening Size of a GeotextiLe I3. D 4759— Standard Practice for Determining �e Specification Conformance of Geosynthetics. 14. D 4873 — Standard Guide for ldanfification, Storage, and Handling of Geosynthetic Rolls and 5arnples. 15, D-S I 99 — Standard Test Methad for Measuring the Nominal Thickness of Geosynthetics 16. D-5261 -� Standard Test Metha.d fnr Measuring Mass per Unit Area nF Geotextiles L7. D-624I — Standard Test Method for Static Puncture St�ength of Geotextiles and Geotextile-Related Products Using a 5{�-mm Probe 18. D 6524 — Standard Test Method for Measuring the Resiliency of Turf Reinforcement Mats (TRMs). 19. D 6525 — Standard Test Method for Measuring No.inina! Thickness of Ro11ed Erosion Control Products 20. D 65b7 — Standard Test Method fnr Mea.suring the Light Penetration of a Ro11ed Erosion Control Product (REGP). 21. D 6575 — Standard Tasl Metliod for DeCermining Stiffness of Gevsynthetics Used as Turf Reinfoxcemant Mats (TR Ms). 22. D 5$ I8 — Standard Test Method for Ultirnate Tensile Properties of Rolled Brosion Control Products. 23. E81E$M — Standard Test Methads for Tension Testing of Metall�c Materials 24. MIL-STD-810 Method 501.5 — High Tempe��ature LOCICWQOD, Al�'IiREW5 ANA NEWNAM,INC. DILATNACsE IMPROV EMENTS FOR T,EBQ T�CPRIANNE ��0?g03"6 2 SP�CIAL CONSTRUC7'fON SPECIFICATION DOCUMENTS Revised Ivtarch 17, 2022 99 99 OS- 2 ENGINEEILE,� BAI+fK STABILIZATION Page 2 25. MIL-STD-810 Method 502.5 -- Lowv Temperature 26. MIL-STI?-810 MeChod 504.1— Conramination by Fiuids 27. MIL-STD-$10 Method 510.5 -- Sand and Dust 1.0� DEFINITIONS A. Certaf ct�te of Cor�apliance (COC): An official docw�tzent certified by an autharized representative wzthin tl�e manufacturex's company that the manuiactured synthetic turf reinforcement mat produet(s) meet designated property values as manufacttired in a facility having aehieved ISO 90p 1:2008 certification, and tested in accordafaca with GAT-LAP procedures. B. High Perforrnance Turf Reinforcernertt Mat (HPTRM): A lang-term, non-degradable RECP co�nposed of UV--stabilized, nor��degradable, synthetic fibers,. neitings and/or �tla�nents proaessed into tht'ee-dimensional reinfarcement matrices designed far permanent and critical hyclraulic applicat�ons whei•e design dischsrges exert velocities and shear stresses that exeeed the limits af mature natural vegetation. HJ.'TRMs provide sufficient thickness, strengrh at�d void space to permit soil filling andlor retention and the development of vegetation within the matrix. The HPTRM MARV tensile strength per ASTM D-6818 is 3000 Ibs/ft in the weakest principle direction. C. Manufaciu�er: Entity that produees synthetic turf reiaaforcement mats thraugh a process dir�etly utilizing obtained raw matez'ials, in a fac�liry owned and operated by said entity, using equipment and assemblies owned and operatedby said entity, subjeci to a certi�'ied Manufacturing Quality Control (MQCj Pragram. Upon compietzon of praduction, the tnanufactw-er may sell the turf reinforcement mat pz'oduct{s) direc�ly to the customer, or through a vendor entity. D. Manr�facturing Qua2i#y Co�trol (MQC) Prograrr:: A certifi.ed and documented progz'au� initiated and operated hy the manufacturer that outlines the operakzonal techniques and activities which sustain a quality of the synth�tic turf reinforeement mat product(s) that will satisfy given needs. E. Minimum Average Roll Yalue (MARV): Prop�rty value calculated as typical rninus two standard deviataons. Statistically, it yields a 97.7 �ercent degree af conf"idence th.at auy sample taken during quality assurance iesting will exceed value reported. F. ,�olled Er-asion Cantrol Proc�uct (RECP): A temporary degradable ar long-term non-d�gradable materiaf manufactuxed or fabricated into rolls designed to reduce soil erosion and assist it� the grnwth, establislunent and protection of vegetation. G. Securing Pin: A deviee designed to temporarily hold the HPTRM in place while either vegetation establishes, or the installation of the HPTRM occurs. The securi�g pin offers no long term value to permanent tie-down of the HPTRM in an aranoring solution, H. Trilobal Monofalament Yarn: A multi-dimensional polyimer fiber consistin� of a aninimum af three points, prnviding increased surface area and grooves/channels along th� iiber to capture additional moisture and sedirnent to enhance vegetative growth, I. Typical Ra11 T/al�se: Property value calculated frorn. average or mean obta�ned. from test data. 7. I�endor: An entity that provides synthetic turf rei�forcament �nat product{s) tp a customer, on behalf af an independent manufacturer. A vendo� does not manufacture the aeival synthetic tur£ reinf'orcement mat pxoduct(s), and therefore is not subject tfl provssions of a ceitified MQC LOCKWOQD, ANDItEWS A1�I] A€ESNNAM, IIVC. DRAINAGS IMPIiOVE11�NTS FOIt LEBQW CF3A1�INiEL AT 28T° 5T. SPECIAL CONSTRUCTIObi SPECIF�CATION DOCUM�NTS CITY P1207ECT �IQ. 103452 Revised March t 7, 2022 49 99 05- 3 ENGINEERED 9AA[K STABILEZATION Page 3 Program. 1.0� SiTBMITTALS A. Submit under provisions of �ection 4I 33 00: 1. Qualiiicatians: The following documentation shall be submitted to the engineer of record and/oz project owner for review and approval prior to installation. a, A Certificate �f Compliance {C��) stating the name of the manufactuxez', product narne, style, chemicai compositions af filaments or yarns and other pertinenC information to f�11y describe the Engineered Bank Stabilization. The COC shail state t�►at fihe furnished material meets the requirements of thc specification and shall he attes.ied to by a person havi.ng legal authority to bind the Manufactur�r. b. The Manufacturer's Manufacturing Quality Control {MQC)1'rogram to assure compliance with the zequirements of the specification. c. A project list demonshating a documented histo:ry of installatians of the HFTRIVI com.panent totaling more than 2,DQ0,000 square yards, with over 500,fl00 square yards ha�ing been installed in the marketplace far more than f��ve (5} years. Past project dncumentatian submitted for evaluation shall include project name, date af znstallation, and size of the project. d. A certi�icatian demonstrating that the HPTRM and geotextile compon.ents are manufact-�red in a facility that has beeii ISO 1�001 certified for measuriz�g environmental impact and continuously looking for ways ta improve it far a minimum of ten (I O) years. e. A certification deinonstrating k11at the HPTRM and geotex�ile componeuts are mauufachued i� a facili.ty that has been ISO 9001:2015 cez-tiized and tested in a laboratory that has been both GAI-LAP and I50 1'1025:2005 certified. f. Third party 1 Iz�dependent Testing values demonstrating UV resistance testing an the HPTRM component for two consecutive years zncluding, most recent year. Testing and reparti�g of the results shall fnllow ASTIWI D-43SS, showing the percent tensije strength z'etained in both machine and cross-machine direction. g. Documentatio� of funct�onal longevity for the HPTRM component demonstz'ating the materiai's durability in th.e iield. Tbe documentation shall demonstrate a mini.znuz� retaine�l tensile strength of 70% per AS'I'M D-6 & 1 S after a minimum of ten (10) years of exposure in an area having a minimum solaz' radiation of 21.74 MJIm2-day. The docutz�en#ation shall znclude photos and date of the initial installation and field sampling, and the test results of the field sampIing. h. A certification demonstz'ating that t}ie HPTRM component has been evaluated and certzfied by an independent thitd party to have a maximum cradle-to-grave carbon faotprint of 2.7 kg CO2e/m2 when tested per GHG Protacol, ISO 14fl64-3:2046, and PA5 2050:2011. B. Tnstailation: Choose an installer with a satisfactory recotd oFperformance on projects of comparable szz�;, complexity, and quality. 1.06 DELIV�RY, STORAGE AND HANDLING A. Material labeling, shipment and storage shall folipw ASTM D-4873. B. Product labels shall clearly show the rnanufacturer or supplier name, style nam�, and ro31 nurnber. C. Each shipping doctunent shall include a notation certifying thai th� zzzates-ial is in accordance with the manufaciurer's certificata. LOCiCWDQD, ANDREWS AND NLWNAM,INC. DTtAINAGE IMPROV�IYIF.�iTS FOR LE�OW CHAI�NL'L AT 28T11 ST. SP�CTAL CQNSTRUCi'ION SPECEFICATION DOCi1MEiV't5 CITY PRO]ECT 1V0. 103452 Revised Ivlarch 17, 2022 99 99 05- 4 ENG1NE�f3�D BAhiK STAB[LIZATiOAi Paga 4 D. Material s�all be wrapped with a material t�.at rrvill protect the product irorin� damage due to shipment, waier, sunlight, and contaar�inants. Indi�iduaI roll wrapping wzll not be required for HPTRMs exceeding the UV Rasistance requirarnents per ASTM D-4355 in 5ection 2.�..B.6. The pz'otecti�e wrapping shall be maintained during periods af shipnrient and starage. E. During starage, t�e �aterial sb.all be elevated off the ground and adequately covered to protect them fram the following; Sifie construction damage, extended exposure to ultraviolet (UV) radiation, precipitation, chenr�icals that are strong acids or strong bases, flames, sparks, temperatures in excess af 7� deg C(160 deg F)m and any other environmental condition that rnight damage ti�e product. 1.07 QUALITY ASSURANCE SAMPLING, 'TESTING, AND ACCEPTANCE A. HPTRM component shall be subject to samapling and testing ta verify confoz�Xance with this specification. Sampling for testing shall be in accordance with ASTIVI D-4354. B. Acceptance shall ba in aceordance with AS'TM D-4759 based on testing of either conformance samples obiained using Procedure A of ASTM D-4354, or l�ased on manufacturer's certi�ications and testing of quality contral sa�ples obtained using Procedure B af �TM D�354. C. Qualiry Assurance Sarnplizxg and Testing will be waived for ISO 9001:2015 Certif'ied Ma�ufacturing Facilities. Documentation of ISO 9001:201 S Gerrification shall be provided pei• the requirements of Section 1.6.A. PART 2 � PRODUCTS 2.01 MANUFACTURER A. All coznponents of the Engineex'ed Bank Stabiiization shall be furnished by a single manufacturer as a complete system. B. Approved �ngineered Bank Stabilization Manufacturers: I. Pxopex Operating Cornpany, LLC 4019 Industry Drive Chattanooga, TN 37�16 (800}621-1273 C. Approved Engineered Bank Stabilization Solution: 1. PYR�MAT 75 High Performance Tuif Reinfnz cement Mat (HPTRM) -- Fnstall per manufacturer's recommendation. D. Alternate Engineered Bank Stabi�ization Maniifacturers: i. Alternate manufacturers seeking pre-approval shall be submitted to the engineer of record and/or owner a minimurn of ten 10 work da s prior ta the bid date and must meet the requirements ou#Iined within tUis dqcumenk. 2. Alternate znanufacturers meeting the material specifications within Sectian 2 seeking pre- approval shall subinit the fallowing for evaluation. a. Documentation demanstrating a history of installations designed for er�sian cont�ol meeting the requirements of Section 1.�.A. J.c, L�CKWOOD, ANDREWS AND NHWN.AM,INC. DR.AIi*fAGE IMPROVETv�EIVT'S F4R LEHOW CI�ANkFEL AT 28T�� ST. SYECIAL CONSTRIJCTTON SPECI�'ICATION DOCU1vIE1VTS CITY PTt07L�CT YO. 103052 Revised March 17, 2022 999905-5 �NGINEEREFJ BANK STABILIZA'T'lON Page 5 b. Dacumentation demonstrating local representation within the state in which the praj�ct is being cons.tructed. c. D�cumentation demonstrating tk�e alternative engineering des�gn for slope protectzon andlor erosion control considered the soil properties, e��osion �otential, hydralogy, hydrauSics, and vegetation requirements. The following sha11 be submitYed: l. Or+erall alternative engineered bank stabi3ization salution design methodology 2, Input parameters 3. Caiculations 1 Model output �F. Anchar system info�-mation inciuding; materials, strength, iength, spacing (vertical & horizontal), size, lac�Cing mechanism, load bearing plate, and tendan 5., Factor of Safety for Sliding, Oveiturr�ing, and Bearing Capacity to suppart the engineered �arilc stabilization design; with the conditions analyzed and docurxiented for the pro�os�d pra}ect 6. Alternative engineered bank stabilization solution product sarnple ineluding all components. 3. Alternafie manufacturers seeking pre-approval s�all have a manufacturer's representative present at the pre-bid meeting. 4. Alternate �nanufacturers that dp not provide docunaez�tatipn meeting ar exceeding the z'equiremer►ts of Section 1.6.A will not be approved. 2.Oz MATERIALS A, IIP�RM: 1. A three-dim.ensiqnal, high tensile strength, �ong term non-degradable lofty woven polypxopylene HPTRM specially designed for erasion control applications tt►at exhibits very high intez'lack a:nd reinforcem�nt capacity with both soil and vegetative root systems. 2. A homogeneous woven matz'ix composed of Trilobal rnonof�lament yarns heat set and waven into uttifarm con�tguration of resilient pyramid-like proj ections io improve intezlock and �xzinirnize yarn displac�tnent around anchars and pias, which alsa results in g�'eater flexibiIity far improved conformance to uneven surfaces. 3. A material not comprised of [ayers, compositas, or discontinuous materials, or otherwise loosely held tagether by stitched or glued netting. LOCICWOOA, ANDREWS AND NEWNAIv[, INC. DR.AINAGE IMPROV�MENTS FOR LEBpW CHANN�L AT 28"' ST. 5PECIAL CONSTRUCTION SPECIFTCATION DOCUMENTS C[TY P[Rq1ECT NO. I03052 Revised IVSarch l7, 2022 4. The HFTRM Property slaould meet the following values: Test Method Test Parameters 1 ASTM D� 6525 Minimum Maximum Minimum Maximu.m Miz�im�urrt 9999OS-6 E]VGii�fEERED SANK STAB1LiZATION Page 5 Units �'roperty Requirement mm 10.2 {in) (0.40) p.ercent 10 1�N/m 58.4 x �43.8 (lblft) �4 On0 x 3,000 percent 4p x 35 perce�t 80 Light Penetration A�TM Dd 1,.. � . , 6567 Tensile Strength 1 A5T1VI D- 6818 Tensile Elongatian ASTM D� X 681.8 R:esilienc� 1 ASTM D- b524 T+'lexibifity 2, 3 ASTM D- 65'�S UV Resistance 2 ASTM D- 4355 ISO 140G4-3 Carban Fao�print GHG � Protocal PAS �050:2611 Maximum mg-c�x 615,000 in-lb 0.534 Mi�narnnm percent 90 �t 3,Q00 hrs �4 90 at 6,040 hrs Maximum I CO�� `2.7 per 1 m2 Not�: 1. Minimum Average Rall Value (MARV). 2. Typical Value. 3. A sznaller value for flexibiIity denotes a mare E�exible material. 4. Third party / Independent Testing. values must he provided showing W resistance testing for two cansecutive years including most recent year. 5. Hydraulic �'erformance Properties: a. Flume TesYing: The HPTRM componezit n:�ust meet the fpllowing at a miniinum when subjected tn at least 0.5 hrs of continuous flow producing the following conditions. I, i]nvegetated HPTRM 1'errnissible velocity: 9 ft/sec (2.'1 m/sec) Permissible shear stress: 2.8 psf (130 Pa) 2. Partially Vegetated HP`i"RM Permissibl.e velocity: 15 ftlsec (4.b m/sec) Permissible shear stxess: 8 psf (383 Pa} 3, Fully Vegetated HPTRM Pe�rnissible velacity: 25 fY/sec {7.b m/sec) Permissib.le shear stress: 16 psf (76b Pa) 6. Funetional Longe�iry: The HPTRM component shall have a documented installation history demonsirating a minimum retained tensile strength of 70% per ASTM D-68 i 8 after a minimum of ten (lp) years exposure ta a minimunn solar radiation of 21.70 MJ/tn2-day. 7. Environmental Impact: The HPTRM coar►ponent shaIi be evaluated and certified by an LOCKWOOD, ANDREWS A]YD NEWN.4M, I3VC. DRAINAG�, TMPROVEMENTS FOR I.EBOW CEiA�fNEL AT 28T�' ST. SPECTAL CONSTRUCTION SPECIFICATIOI*1 DOCi1MEi�[TS CITY PROJ�CT NO. 103052 Revised March 17, 2f122 99 99 OS- 7 ENGINEERED BANK SFABiL[ZAT[ON Page 7 independent t�ird pa�-� to have a maxinaum cradle-to-grave carbon footprint of 2.7 kg CO2e/m� when tested per GHG Protacol, ISO 14Q64-3:2006, an.d PAS 2050:2011. 8. Manufacturing Impact: The HPTRM component shall be manufactured in a facility that is ISO 1�#Ofll certifieci foz' measuring environmental i_mpact and coniinuously looking for r�vays to irnprove it for a minimum of ten ( L O) years. 9. Manufaeturing Quality ControI: Testing shall be pexformed at a laboratary accxedited by GAI-LA� for tests required for the HPTRM, at frequency exceeding ASTM D-4354, with following rnini�rzzum acceptable testing frequency: �est Property F�requency m� [ydz} Thickness 1�12`z91 (1/14,70a) Light Penetration 1/12,2.91 {% Passing} (1/14,7a0} Tensile Strength �/�2,291 (1/14,700) Tensile Elongation 1�12'�gJ. {1/14,7d0) 1/12,291. Resiliency (1/14,700) Flexibility 1/i2,29J. �1�1��%�� 11V Resistance Annually E. 5eeiu-ing Devices: 1. Anchars with a tninimum drive depth specified by the manufactuz-er are used t� provide for sur�cial slqpe stahiiization. 2. Securing pins should he a miuniznum of 0.20 in. (5 mm) diameter steel with a 1.5 in. (38 mm) steel washer at the head of tl�e pin, 3. Length: 12 to 24 inches {3U0 to 60.0 mm) to provide suF�icient ground penetration for pullout resi.stance. 4. Heavier �netal securing pins and/or stakes may be r�quired in racky soils 5. Depending on soil pH and design Iife of the securing piw, galvanized ar stainless steel securing pin5 rnay be required. PART 3 - EXECUTION 3.41 PREPARATION A. The area{s) to be treated with the H�'`I'RM shall be cleared, grub.bed, .graded and compacted as LOGKWOOD, A1+FDREWS ANZ] NEWNAM,INC. DItAINAGE IMPRO'SiEMENTS FOZi L�BOW G�-IANI�IEL AT 28r" ST. SPECEAL Cp�ISTRUCTION SPECIFICAT{ON DOCiIMENTS CITX PROJECT YO. 103052 Revised March 17, 2022 99 99 OS- 8 ENGINEEfLED DANK STABILIZATIUIV Page 8 indicated on the construction plans and techtzical specifications or as directed by the Engzneer af Record. B. The placement of new �'ill �nay require soil placed to be keyed into the existit�g slope and compacted in horizantallifts per the Engineer of Record. To ensux'e compaction at the face of the slope, the slope face may be over-built, compacted in Iifts, and th�n regraded or trimmed to the firial grade. All itll shall be placed and eoinpacted per the project's earthw4rlc technieal specifieatioz�s. C. T�e subgxade sl�a1L be unifarm and smooth. Large rocks, soil clods, �egetation, and other sharp obj ects shall be rema�ed prior to instailati�n of the HPTRM. This will assist in the HPTRM maintaining ciirect contaci with the snil surface. D. Const�v.ct a perimeter trench around the area(s) limits to be treated with the high-performance turf reinforcement mat as fallows: 1. Excavate a Crest of Stop� (COS) t�ench a rninimum of 3 ft. (900 mm) harizontal over the crest of eacl� side slope. Tz'ench dimensions shal� be I2 in. (300 mm) wide by 12 in. {300 mm) deep. 2. Excavate an Initial Channel (IC) and Tertninal Channel (TC) treneh 12 in. (300 mm} wide by 12 in. (3�0 inrz�) deep at tY►e channel armoring limiis. 3. Refer to Sectiou 3.2 farthe appropi-iate vegetation establis�ment rnethod. 3.02 VEGETATI4N ESTABLISHMENT A. Establish permanent v�getation, to assist in. the lvng-term performance of the high-p�rfarnr�ance tucf reinforcement mat and the control of e�'osipn. B. A site-specific soil test shall be conducted to determine the recQmmended sail amendment� required to estabiish permanent vegetation. C. See plans for ty�e and rriethod of vegetation. establishment should be unique ta the projects geometry, locatian, cliznate, season, topography, soils, seed type, etc. and shail be as directed per one of the following: 1. Canstruction plans 2. Technicai Specifications 3. Ma:nufacturer's high performance tttrf reinforcezzient mat suhmittal 4. As directed by the Engineer ofRecord 5. As directed by the project owner. D. Water and/or irrigate seeded/sodded areas as needed to establish and maintain permanent vegetation unti] the desired vegetative density has been achieved. E, Rubher-tired or rubber-tracked vehicles shall be used, and sharp turns avoid�d. No heavy and/or metal-kracked equipment or sharp turns sha116e peranitted on the installed HPTRM. Foot traff'ic and construction equipment s�all be a�oided over the HPTRM if loose or vvet sail conditions exist. 3.03 INSTALLATION A. Install the Engineered Bank Stabilization where seediz�g is to occur. LOCKWOOD, ANI7REWS AND 1UEWNAdvI, INC. DRAIIVAGE IlVIPROVEMENTS F'012 LEBOVJ CIIANNET. AT 28T�Y 3T. SPECIAL CONSTRUC'I'ION SPECIFLCAT[pN DOCUMENTS CITY PRD.TEC'f 1�I0, 1D3052 Revised March 17, 2022 99 94 OS- 9 ENGIIVEERED BANK STABiLIZA`1"lON Page 9 B. Beginning at the downstream end of the chan�el, place initial end of first roll of HPTRM in one of the COS trench�s an.d secux'e with seeuring pins. The securing pins shall be placed at 12 i�. (300 mm) intervals. C. Unz'oll the HPTRM down the initial side slope and up the opposing side slope, tertninating the HPTRM edge in the IC t�ench. D. Secure the HPTRM end in the opposite COS trench with securing pins ak I2 in. (3p0 mm) intervals, E. Secure the HPTRM to the slope fac� with the securing.pins driven flush with the HPTRM at the designated frequency based on the channel protectzon requiz'ements. F. Position adlacent upstream ralls in same manner until the armoring limits are cornpleted, overlapping preceding z-olls a rr�inimmn ef 3 in. {75 min) with the last HPTRM panel etige terminating in the TC trench v�ith securing pins at 12 in. {3Q0 mm) intervals. G. Secure the overiaps with seeuring pins placed at 12 in. (300 mm) inter�als. H. Backf'ill and compact the trenehes with specified soil or as directed by the earthwork technical spec�fications or as directed by the Engineer of Record. I. Alternate instailation methods must 6e approv�d by the E�gir�eer af Record and manufacturer prior to executian. J. Refer to Section 3.2 for the appropziate vegetation establish�nent method. END QF SECTION 99 99 05 LOCKWOOI7, .SI�AI2EWS AN➢1�fEWNAM, LNC. DRATNAGE IMPROVEMENTS FOCt LESdW CIIANNEL AT 28T'� ST. SPECTAL CONSTRUCTIOl� SPECIFICATION DOCUMEN7'S CITY PR07ECT NO. 103052 Revised Maech 17, 2022 999906 -! PLANTING IILRiGATION Page l SECTION 99 99 06 PLANTING IRRTGAITON PART 1- GENERA,L 1.1 SUMMARY A. This Section includes piping, va�ves, sprinklers, specialties, cqntrols, and wiring for {potable, non- pota6le} autamatic contirol irrigation systern. 1.2 DEFINITIONS A. Latera! Piping: Daumstream from cantrol valves to sprinlclers, specialties, and dirain valves. Pip� ing is under pressure during flow. B. Irrigation Main Piping: Downstream frozz� point of connection to water distribution piping ta, and inciuding, cor�trol valves. Piping is under water-distri6ution-system pressure. 1.3 SUBMXTTALS A. Product Data: IncIude pressure z-atings, rated capacities, and settings of selected rr�odels for the foiiowing; J . System valves. 2, Specialty valves, 3. Control-valve boxes. 4, Sprinklers. 5. Irrigation spEcialties. 6. Cantrollers. 7. Operation and maintenance data. 1..4 QUALITY ASS�LTRANCE A. Electrical Components, Devices, and Accessories: Listed and la6eled as defined in NFPA 70, Ar- ticle 100, by a testing agency aeceptahle to authorities having jurisdiction, and marked for in- tended use. 1,5 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1, Measurement a. Shall be by the contt actor unit price bid per lump sum {LS) and shall be full com- pensatinn for materials, labar, equipment, toals and incidentals necessary to eom- pl�t� the work. 2. Fayment a. Thc wark performed and the materials furnished in accordance wzth this Iterr� are subsidiary to the Items being bid and no other compensation will be allowed. PART 2 - PRODUCTS. 2.1 MANUFACTURERS A. As indicated on the drawings. 2.2 PII'ES, TUBES, AND FITTINGS A. �VC Pipe.: ASTM D 1785, PVC 1120 eampound, Class 200. 1. PVC Socke# Fittings, Schedule 40: ASTM D 2466, LOCK�IOOD, ANDREWS A1VD Nk.W NAM, INC. DitAINAGE IMPROV�.ME1dTS FOR LEBOW CHANI�EI. AT 28"' ST, SFECIAL CO3�TSTRUCTION SPECIFICATION AOC[]Mt:N'I'S CITY PR07ECT ]VO. 1Q3D52 ltevised Mareh I 1, 2Q22 99 99 Od - 2 PLAN'i`ING IRRIGAT�ON Page 2 2.3 GENERAUDUTY VAL�ES A. PVC Ball Valves: MSS SP-122, nonunion type, with full-port ball, socket or threaded detachable end conneetors, and pressure rating not less tha:n 150 psi. 2.4 SPECIALTY VALVES A. Plastic Automatic Control Valves: Malded-plastic body, normally closed, diaphragrri type with manual �low adjustment, and operated by 24-V ac solenoid. 1. Manufacturer as indicated on khe drawings. B. Quick-Couplers: Factary-fabricaied, bt'onze or brass, two-pi�ce assexa�bly. Include coupfer water- seal valve; removable upper hody with spring-loaded or weighted, rubber-covered cap; hose swi�el with ASME B1.20.7, 3/4-11.SNH threads for garden hose an ouflet; and operating key. 1. Manufacturer as indicated an the drawings. C. Drainage Backfill: Cleaned grave! ar crushed stone, graded from 3/4 inch minimum to 1 incl� maximum.. 2.5 SPRINKLERS A. Description: Flastic housing and corrosion-resistant interior parts designed for �ifprm coverage p�er entire spray are�, indicated, at available wat��- pressure. I. Manufactuxer as indicated on the d�'awings. 2.6 AUTOMATIC-CONTROL SYSTEM A. Manufactu�rex as indicated on the drawings. PART 3 - EXECUTION 3.1 EARTHWORK A. Install piping and wiring in sleeves under sidewalks and par�ing per the drawings. B. Provide tninirnum cover over top of undergmund pipimg according to the following: 1. Irrigation Main Piping: Minimum depth of 18 inches. 2. Lateral FipUng: 12 inches. 3. Sleeves: 1 S inches. 3.2 PIPING APPLICATXONS A, Underground Inrigation Main Piping: PVC pipe and socket fittings; anfl solvent-cemented joinis per the drawings. B. Lateral �iping: Class 2Q0 FVC pipe and socket fittings per ihe d�•awings and details. C. 5leeves: Class 20Q PVC pipe and soeket fittings; and soivent�cemented jaints. 3.3 VALVE A�PLZCAT�ONS A. Control Valves: Per the drawings. 3.9 INSTALLATION A. Xnstall piping free of sags and hends. B. Xnstall groups ofpipes paxallel to each other, spaced to permit valve servicing. C. Install fittings far cYzanges in directian and hrancla connections. D. Install unions adjacent to valves and to fnal connections to other components. �. Lay piping on solid base, uniformly sloped witl�out humps or depressions. F. Control Vaives: Install in control-valve box, G. Flush circuit piping vvith fuil head of watez' and install sprinklers after hydrostaf�c test is com- pleted. H. Locate spxinkler heads to maintain a �nn.ixaimurn disiance of 2 inches from paved surfaces, LOCKWOOD, ANDREWS AND NEWNAM, I�FC. DRAIl+iAGE IMPROVEMENTS F�R LEHOW CIIANNEL AT 28T�s Sl', SFECIAL CdNSTRUCTION SPECIFiCATTON DOC[TMENTS C1TY PTt07ECi NO. 103052 Revised March 1 l, 2022 99 99 06 - 3 PLAIV'IT[�TCr IRREGATION Page 3 I. Install freestanding controllers on precast concrete bases per the drawing, J. Install control cable in sazz�e �re�ch as irrigation piping and at least 2 inches belovv or beside pip- ing. Provide conductors of size not smaller than recominended by controller manufacturer. Install cable in separate sleeve under paved areas if imgatiQn piping is instailed in sleeve, 3.5 LABEL�NG AND IDENTIFI'ING A. NOT LTSED. 3.6 FIELD QUALITY CONTROL A. Per�orm the following field tests and inspections and prepare test reports: l. Leak Test: After installation, charge systern and test for leaks. Repair leaks arxd retest until no lealcs exist. 2. Operational Test: A£ter electri�al circuitry has been energized, operate controllers and automatic cont�'ol valves to ca�£irm praper system operation. 3. Test and adjust c�ontrols and safeties. Replace damaged atid malfunctipning controls and equipment. B. Remove and xeplace uruts �d re-inspect as specified above. 3.7 ADJUSTTNG A. Adjust settings of controllers. B. Adjust automati� control valves to provide flow xate af rated operating pressure required for each spz�i�kler circuit. C. Adjusi sprinkle�•s so they will be flush with, or not more than I.f2 ineh above, finish grad�. END OF SECTION LOCKWOpD, ANDREWS AND NEWNAM,INC. DRAINA�',E IMP120VEMENTS FOR LEBOW CHANNEL AT 28T" ST. SPECIAL CONSTRUCI'I4N SFECIFTCATION DOCLTME�T'I'S C1TY PRdJECT NO. t D3052 Revised March 11, 2022 99 99 07 - l PRECAST CONGI2ETE BpARDWALK Page 1 of7 SECTION 99 99 0� PRECAST CONCRETE BOARDWALK PART 1�GENERAL L 1 SUMMARY A. These specifzcatzons aze for a precast concrete boardwalk and shall be regarded as minirnum standards for ti�.zs project. These specifications are based upon paroducts designed and suppliedby: Pei-maTralc North America LLC Ph: 504-53 5 -9922 Ph: 877-332-7862 F'ax: 704-541�3675 www.perz�natrak.com Gontact: Mz'. Fritz Fromherz ffro mh erz(a�,perm atrak.�corn This itenn shall also include the design, specification, and construction o�'a railing and foundation systern that is attached to the proposed boardwal� system. 1.2 NIINIMUM STANDARDS: The selected boardwalkshall have the fallowing mi�.izx�u� characteristics: A, Tne precast system shall be designed as a rnodular �le�:ible sysiem allowiug a prescx7bed settlemer�t atpier locations. 7oin.ts shallbe designed far such rno�ementto occur without damage ta the structural in.tegriiy of the system. B. Boardwalk sy�tem �bearxis, treads, and eurbs if appIicable} mustbe reinforced precast cancrete. A rnaterial change, including cast-in-plar� conerete, is not considered an equal to tne design shar�vn on the bid doc�ents. C. Walking surface (treads) shall be made af reinf�rced precast cancrete, and supported by reinforcedprecast concrete bea�ns. Where applicable, ed�es of treads will receive precast concrete curbs. D. Walking surface {finish) of top suzface af treads shail have a formliner finish with one of PermaTrak's standard texturres (PexmaCrrip, PermaPlank, PermaSlate, Sandblast, Slate or Weathered Plank). Texture mustbe in.tegral with the concrete and shall not be an applied post paur vvearing surface. E. Precast concrete treads s�ia�l he siructural loadbearing elernents and shall interlock with ane ano�her via a"tongue ar�d groove" connectian. LOCKWOOD, A�IDREWS AND NEWNAM, iNC. DI2AINAGE IIviPROVEMENTS FOR LESOW GFTANNEL A7' 28T" 5T, SPECIt1I. CONSTRTJCT[ON 3PEC�ICATI0IV DOCLfM�IYTS CTl'Y PRO.T�CT' NO. 103032 Revised March 1 l, 2022 99 99 07 - 2 ARECASTCONCRET£ BOAADWALK P�ge2of7 F. All precast shall consist af integrally coloredconcrete ir� a color selectedby the owner from one ofPernaaTxak's "sta.ndard colors". G. DESIGN L�ADS: Desig�ed for the followin� live loads: 1. �'edestrian live load af 90 psf. 2. HS Desagx� Tzuck —10,4001bs. total vehicular load (Applicabie for boardvvali� cl�arances exceeding 7 ft, but equaI to ar less than 10 ft.} H. Treads shall maintain a"boardwalk appearance", speci�'ically meanir�g each �read shall have a widtki: length ratio rangi�g �rodn a minimum of 3:1 to a maximurn of 14:I . i7Vidth is defined as the tread dirnensionperpendicular to the normal direction of travel. Length is defined as the tread dimension measured im the direcfion o£ fravel. I. Tread width shall be as noted on tb.e contract darawings. Alignment should follov� the horizontal and vertical aIignment shown on the con#xactplans. Connectors for curbs (if applicable) to treads shallnot be visibl� to boardwalk users vsrhile viewed from the top of the walkway. K. A�l tread-ta-beam cannectors shaIl be non-corrosive, and hidden fro�view. Metal7ic tread-to-beam cannectors are not acceptable for this project. L. Board�+alk supplier shall provide a fielc�representative on site for a minimum af2 days. Field representati�re shall be knowledgeable in tk�e in.stallation ofprecast concrete baardwaiks. i,3 QUALITY AS�URANCE A. The con.tractorperfarrning the in�tallation of the pile foundatians shall have installed piles o� size and length similar to those s�iown on the plans for a minimum of thre� {3) years prior to the bid date for this �roject. The contractor shall submit a list containing at least thrce {3) projects connpieted in the last three (3) yeaxs on which the contractor has installed piles of a size and lengrh similar tQ those shown on the plans. The list of projects shall contain nam�s and phone nurnbers of owner's repxesentati�es who can verifythe Contractor's participation on thase projects. B. Manufacturer Quali£ieakions: Nat less than 10 years experience in th� actual production ofpreeastpraducts as deseribedbelow. 1. Co�n,panen:ts shail be factory fabricated and engineered by singie entity. This entity shall be registered to do business in the State of Texas. 2. Boardwalk supplier (Precaster) for the board�alk shall have in-house color mixingfacilities for eolorpigmentation. LOCKWOOD, AiJDR�WS AND NEW[�fAM, INC. URAINAGE IMPROVEMEIVTS FOR LEBOVV GI�IILNNEL AT 2$T" 5T. SPEC�IL CONSTRUCTION SPECIFICATION DOCUMENTS CITY PR03ECT NQ. 103052 Revised March 1 l, 2fl22 99 49 07 - 3 PRECAST COI�CiiETE BOARi]WALK Page 3 of 7 3. Boardwalk supplier {Precaster) shall have either a minimum experience of 5 years or 50 boardwalk projec�s in design, production, and field consultation. 4. Baardwalk suppliex (�'reca�ter) must be cartifiedby PCI orNPCA. S. Precast components mustbe rr�anufactured urith the use ofhot rolled steel skin in reinforced steel form�. Temporary (i.e., Tzmber) and/or singie use fortns are unacceptable unless approved in writing by t1�e Baardwalk Engineer. C. Acceptability Criteria �or Treads and Curbs {if applicable): The finisheci visible {in the final installed pasitian) sur�ace shall hav�e na o�vious imperfections other than minimal color or texture variations frarn the appra�ved samples ox evidence oi repairs when viewed in good typical daylight illurnination vcrith the unaided n aked eye at a 20 ft. wiewing distance. Appearance of t�.e surface shall not b� evaluated when light is illuxninatingthe surface from an extreme angle as it tends to ac�entuate the minox surface irregularities. 'I'he following is a list o£ £inish defects t�at sha11 be properly repaired, if abvious when vi�wed at a 20 ft. distance. Patching (by a trained skilled concrete repair person) is an acceptable repair method. 1. Ragged or irregular surfaces. 2. Excessive airvoids (comxnonly calledbugholes} largerthan �/ain. evident o� the top surface oithe tread or curbs (i£applicable). 3. Adjacent flat and return surf'aces r�vith greater textuxe and/or cnlor differences thant�e approved samples ormocl�ps. �4. Casting and/or aggregate segregation lines �vident from differezat cancrete placement lifts and consolidat�on. 5. Visible naold jaints or irregular surfaces. b. Rust stains on exposed surf'aces. 7. Uni�ts �vith excessive �ariatio� in texture andJar color from the approved samples, within the unit or carnparedwith adjacentunits. 8. Blocking stains evident on exposed suxfaces. 9. Areas of bac�up concrete bleedrng through the facing concrete. 10. Foreign material enabedded in tile suriace. 1 l. Visible repairs at a 20 ft. viewing distance. 12. Reinforcement shadnw lines. 13. Crac�s visible at a 20 ft. viewings di�tance. D. Tn.staller Qualificaiions: Firm r�ith 3 years experienee in installation af syatems similar in. complexity to those required for this Pro�ect. E. Mock-Up: Provide, if requiredby Architectl Engineer, a mock-up fa�• evaluation of the boardwalk showing the surfacepre�aration techniques and application workrz�anship, 1. Finish az-eas designated by Archiiect 1 Engineer. LOCICWOOD, AiYflREWS AND NEWNAM, INC. D1tA]NAGE IMk'ROVEMENTS FORLEBOW G�IANNEL AT 28"" ST. SPECIAL CONSTRUCTION SPEC2FTCA'CION DOC[7MEA3TS CITY PitOJECT NO. 103052 Reviscd March 11, 2022 99 99 a� -a PRECAST CONCRGT� HOARDWALK Page4of7 2. 3. 1.4 DESIGN A. Foz applications requiring minimum disturbanee due to �ree roats or other existing objec�s specified by the Qwner to be avoided during canstruc�ian, the Baardwalk Manufacturer requires t}�e Contrac�or ar EngineerlA�rchitect ta pravide a survey of the praposed boardwalk loca�ionidcntifying items of interest including txee roots that cannotbe disiurbed p�r the �wner. B. The designer of the boardwalk, foundaiion andrailing system shall be a qualified registered Prafessional Eng�irteer licensed in the State of Texas and havin.g a minimum of 20 y�ars of experience in th� design of c�ncrete structures, foundatzon andrailing systems. C. 0 1.� The foundation design showca on the boardwalk drawings are based recammendations referenced onPT01. DESIGN CRITERIA: The design af the bdardwalk and railing sysiem shall comply with the following guidelines: 1. AASHTO LRFD G�id� Specifications far The Design af Pedestrian Bridges, 2nd Edition with 2015 Interim Revisions. 2. The Latest Vexsion of AASHT4 LRFD Brid.ge Design Specifications far Highway Bridges. 3. The Latest Version of American Cancrete Institute Building Code and Commentary. 4. In addition to the dead Ioads of the system, the strueture shall be designed for the live loads defizied in Section 1.3.E above. SUBM�SSZONS: Prior to the start of fabrication or constr�zction, the Contaractor shall �ubmit to the Engineer a design package, which shall include, but is not limited to, t�ie following: Do notproceed with remaining work until rnock-up is acceptedby Architect 1 Eng�neer. Refinish mock�up area as required to produee acceptable work, A. PRELIMINARY SUBMISSIONS: Prior to the staxt o£ �abz•icataon ox construc�ion, the Contractor shall submit to the Engineer a design package, which shall include but not limited to the �ollowing: 1. DETAILED PLANS: REGISTRATION / SEAL: Sealed bq a licensed Pro%ssional Engineer {Texas}. LQCKWOOD, ANDRE4V5 AND NEWiVAM, IIJC. DR.AIlV�4GE IMPRpVEMENT5 FORIEBQ\�l CFIAI�FNII. AT 28� ST. SPEC[AL CONS'T`RTJCiION SPECIFICATION DOCUI�NTS C1TY PTtO.f�C'� N0. 103052 Revised March l l, 2p22 99 99 07 - 5 PRECAST C�1�ICRETE HOARJJWALiC Puge S of 7 b. PLAN VIEW: �ull }��aa view af �e baardwalk, foundation and railing system drawn to scale. The p�an view must reflect tlae proposedhorizontal alignment as shown on the design �lans. c. ELEVATION VIEW: FuII elevation view of the boardwalk, railin.g ar�d �oundation systezn dza`un td scale which reflect the aetuai vertical alignment. Elevation views shall indicate tk�e elevation at the top and bottozxi af the baardwalk and founrlation system components, borizontal and vertical break points, and lacatian ofthe finished g�ade. d. DETAILS: Details of allboardwalk andrailingsysCem components andtheir connections such as the Iength., size and where changes occur; cannections; ete, e. CODE REFERENCE: Design parameters used alongwitk� AA5HT4 references. 2, DESIGN COMPLFTATIONS: computations shall: a. Be stamped by a licensed Professional. Engiue�r in the State of Te�as. b. Clearly refer to the applicable AASHTO provisi.ons. c. Include dacuz�a.e�tation of co3nputer programs including all design parameters. d. Clearly shaw that a!1 reinforced precast txeads and beams meet AASHTO requirements forthe loadingper Section 1.3.F. e. Include sketches of reinfarcement in treads and bearr�, shear and moment diagrazns, and all equat�ons used sha�l be ref�enced to applicable code. 3. CONSTRUCTIQN S�ECIFICATIONS: a. Construction meihods specific to tb.e boaxdwalk vendar chosen. �ubmittal requirements such as cez-tif catiQn, Qualify and acceptance/rejectian criteria shall be included. Deiails on co�neckion afboardwalk units and founciation system such that assurance of unifo�-rn load t�ansfer sh�l be checked. B. FIN,AL SUBMIS5ION: Once a boardwalk, �ou�dation and railing system design has been reviewed and acceptedby the Owner, the Cantractor sha11 submit the final plans. The desiginex of the hoardwalk, �ounda�ion and railing systern is responsible for the review of any dxawings prepared for fabrication_ 4ne set of aIl approved shop drawings shall be submitted to the Engineez''s permanent xecords. C. SLTBMITTALS: Product Data: Submit Manufacturez�'s technical pxoduct data far railing components az�d aecessories. Manufacturer ta supply subz�aittal dxawin:gs foz apprr��al to inelude the follouring: I . Section-ttuu details. 2. Mou�ting methods. LOCK4VOOD, Al+#DREWS AND N�WNAM, INC. DRAINAGE IM�ROVEMEIV'I'S FORLEBOW CHANNEL AT 28T" ST. SPECItLL CONSTRi1CTION SPECIFICATIOI�f DOCLIM�:IVTS CTI'Y PROJECT NO. Ea30S2 Revised Nisrch I 1, 2Q22 99 93 47 - 6 PRECAST CQNGRETE BOARDWALK P age 6 of 7 3. Typical Elevations. 4. K�y plan layout. D. SHOP DRAWII�IGS: Shop drawings shall: a. Be stamped by a Iicensed Professional Engiz�eer in the State o� Taxas, b. Show actual field conditions and true elevation and loeation supplied after field verification. c. Clearly detaiI reznforeexnen.f in bea�.s, txeads atad curbs including clear dimension from concrete edge, size and amount of rebar. d. Cleaxly state concrete reinfarcement strength and epoxy coating where requi�ed as well as companent weigizt and lifting locations. 1.6 A. DELNERY, ST�RAGE, AND HANDLXNG Store products in manufacturer's unopened packaging �,�ntil ready for instaIlation. B. Field Measurem;ents: Whexe handrails andrailings are indicated to fit to ot.�er construction, check actual dimensions of other canstruction by accurate field measurements before fabricatiion; show recorded measurements on final shop drawings: Where field measurements cannot be rnade wztb.out delayi�g the railing fabrication and delivery, obtain guaranteed dimensions in writing by the Contractor and proceed with fabrieation ofproducts so as notto delay �abrication, delivery andinstallation. C. 1.7 Coordinate fabrication and delivery sehedule ofhandrails with constructian progress and sequence to avoid dela� of railing installation. WARRANTY: A. Cont�acior will be responsible for installa�ion defecYs associated with th.e boardwalk and abutene�t components, foundation system, and railings for a period of 12 calendax rnonths from tb.e date of �nal acceptance by the Owner. �J� C. 1.8 Boardwalk rnanufacturer shall vvarranty all precast concrete components against de£ects in material and workmanship Far a period of T 0 years. Railing manufacturer shall warranty the railing against defects izz �rrzaterials and workmanship for a period of 12 monihs. MEASUREMENT AND PAYMENT A. Pr�cast cancrete baaYdwalk, railings, and foundations shall be paid fo:r at tkie contract lump sum price as list�d in the bid proposal for "Precast Concrete Boardwalk". This pxice shall incl�de all materials, equiprnent, iabor and work LOCKWDOD, ANDREWS AIVD NEWNAIV[, I[�C. BRAINAGE 1MPROVF.M�NTB FOR LEBpW CHANNF..I. AT 287H 5T, SPECIAL CONST`RYICTION SPECIFICATION I]OCi1MENTS CTI`Y P1201ECT N0. 103052 Re�ised March l l, 2422 99 99 07 - 7 PRECAST CONCRETE BOARDWAI.K Page7of7 �ecessary for and incic�ental to t�e design, construction, delivery, unloading, assembly, and placement of the baardwalk and foundation as sh.own in tl�.e contract plans ir�cluding ali railings on the superstructure. PART �-MATERIALS & TESTING 2.1 PRECAST CONCRETE: shall conforrn to the following: a. The rninimum compressive strength of the con.crete shall be �OflO psi mea5ured at 28 days. b. All precast concxete shall oantain fiber reinforcing as we11 as structural ste el reinforcement as desig�ned hy tka e Engineer af reeord. c. A11 precast concrete cotnponents shall be air eza�razned composed of Portland cement, fine and course aggregates, admixtures and water. The air-entraiaa.ing feaiuxe n:�ay be obtained by the use o� either an air en�raining Portland cement ar an ai� entraining admzxture. The entrained air-cantent shall be not less than four percent or more t�an seven percent. PART 3 � EXECUTYON 1.1 PRECAST CONCRETE BUARDWALK A. Ix�.stallation of the precast concrete bQardwalk sy�tem andrailings, if applicat�le, shall be pez�f'oz-rr�ed in accordance to the apprav�d plans and manufacturers installation instructaons. Boardwallc manufacturer sha11 provide a field repres�ntative to review insiallation instructions with the Co�tractor and Engineer and to certify that the installation has been perfoz�ned accordi�g ta the approved drawings and manufacturer's inst�-uctions. END OF SECTION LpCKWbOD, A3YDTt�WS Al3D NEWNAM, INC. DRAINA:G� IMP�LOVFMENTS FOR LEBpW CISAIVNEL AT 287f1 S'I'. SPECIAL CONSTRUCTION SPECIFTCATTON DOCL3M�t*TTS CTT'Y PROdECT NO. 103.052 Revised March 11, 20�.2 APPENDIX GC-4.01 Availability af Lands GC-4, d2 Subsurface and Physical Conditians GC-4.04 Undergrou�d Facilities GC-6.06.D Minority and Women Owned Business Enterprise Cor►apliance GC-6,07 Vi7age Rates GC-6.09 Perznits at�d Utilities nr � �.� rT,,.,a :......:......,.,,:,,., GR O1 60 �d Product Requirements CITY OF FORT pVpRTH DRAINAGE IMPRqVEMENTS FOR LESOW GHANNF.I, AT 28T�'� ST. ST,a.NDARD CON�TRUCTIQ[�T SPEC�'ICATTpN DbCUNIENTS C1TY PR07ECTNq. 103052 Revised July 1, 20l 1 G�-4o�1 A�ailal�il�ty of I�a�cis 7['�[S �P.A�E �LEF�[' �1��]El��'`�C�1�� ]L�� CfTY QP FORT WOI2TH DRAINAGE IMPROVFMENTS FOR LEBOW CHANNEL AT 287H ST. STAI+iDAR.D CONSTRUCT30N SP�.CIFICATIQN DOCUMENTS CITY PROJ�CTNO. ]03052 12evised 7uly l, 2011 G��o02 Subsurf�ce a�c� lPhysIlca� Co�d�i�.a�n� '�`I-�S P�.�� L��"I' �I�'I'�El�'�'��T�]L�L� ��LA�I� See "GG402_SubsurFace-Physical-Conditions.pdf' in the project file far g�otechnical repork by HVJ dated August 16, 2021. CITY OF FORT WORTH DRAINAGE 41�(PROVENdENTS FOR LEBOW CHANNE.L AT �8T" ST. STANDAR� COIVSTRUCTION SPECIf'ICATI03V DOCUMENTS C1TY PR�lCCTNO. ]03052 Ravised 7u1y l, 2011 �C��.04 �J�de��rou�nd ]�ac��itie� T�S ]PAGIE ]LIEFT �l�T]E�T7["I�.l�.�LLY ]�]L�T][� Se� "GC-404_lJnderground-Facilities.pdf' in the project fi[e for geotechnica[ repart by The Rios Group dated January 26, 2022. GTTY bF FORT WORTH DRAIIVAGE iMPROVEMENTS FD12 L�BOW CHANNEL AT 28T" ST. STANDARD CdNSTRUCTIQN �PCCIE'ICATIdNDOCUMEMS CITY FR07LCTN0. 10�052 Revised 7uly l, 2011 GC-�6a06o�1 l��i��ri� and'�ornen �wned �usYness �E�ter�px°i�e C�rnpli�nce 7rI�S ]PAGIE I��3�� Il�T�`]E1�"�'I��T.r�]L]L� �]LAl\Tl� See "GC-606D Minority-Women-Owned-Bus. df' in the r�'ect ffle. C1TY OF FORT WORTH DRAINAG� llthPROVEMENTS FOR LEBdW CI-IANNEL AT 28T° ST. STANDARD CONSTRUCTION SPCCIf'ICATION D�CiIMEAITS CiTX PR07ECTiYO, 10�D52 Revised 7uly 1, 2011 G�p�.07 �a�e li�tes '�`I�[S �A.�� ][_.lE]�7[' I�1T7C]El`T�'��l�TA]�L� �]�Al� See "GC-60i Wa e-Rates. df' in the pro'ect �le. CITY aF FORT WQRTH DRAII�}AGE IMPR�'VEM�NTS FOR LEBOW CI-]ANRTET. AT 28T" ST. STA�iDARD CONSTR[iCTTON SPECII�ICATION DOCUMLiVTS C1TY PROdECTNO. ]03D52 Revised 7u�y 1, 2011 ��6m�9 Permits �.n� �J�ili�ies �`I�S PA.GlE ]LE]�T II�T�E�"�'��.�.lL]L� �][�Al�TI� See "GC�6Q9 Perm�ts-Utilities.pdf` in the pra'ect file. C[TY OF FORT WOATfi DRAINAGE IlV[PILOVEMEAITS FOR LEBOW CHANI�IEL AT 287H ST. STANDARD CONS'I`RUCTION SPECIFICATION DOCLTM�NTS CITY PROdSG'I' NO. ID3052 Revised duly 1, 2UL1 �]R.��l �0 �0 �Pxaduct �.e€�uire�ent� Tl[�][S ]�A�� l[�]EFT �1�T�11�T��l�AL�Y �LAl�TI� Se� "GR-Q16QQ0 Product-Re uirements. df" in the pra'ect file. �' Signature: ��%r�� _. Signature: t-- Email: Michael,Wellbaurn@fortworthtexas.gov Email: josh@humphreyandmorton.co�n CITY OF FORT WpRTIi DRAIlVAGH IMPROVENfEN'E'S POR L�BDW CHAN7�L AT 28T" ST. STANDARD CO3�fSTRUCI'Ip1�i SPCCJf'TCATiDN DOCUM�NTS CITY FRO.[�CTNO. 1.03052 Revised 7uly 1, 2011