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Home My WebLink AboutContract 58014�� COI�TRACT ��C� �V�• ��01 � FOR THE C�I�TSTRUCTIOl�I OF VICKERY BLVD RETAIl�ING WALL City Project No. 102�4A6 Mattie Parker Da�id Cooke Mayor City Manager Lauren Prieur Interim Di�•ector, Transportation and Public Warks Department P�epared for The City of Fort Wor�h Transportation and Public Works Department �0�� '� ;�w��.1�.�. 'I ��5 �� #�� F��f�:�� r '�� "- .f�A6p- . , n M( A r�. • Syst�ms �}{P��I�h1C� I r�}ns�rS':t:oli 500 West Seventh Street, Suite 1100 Fort Worth, TX '�610� � j� °� rF�l : ,�Q.•• ••.-�",�4F1 ,tl�: � . s41� ..................... KEVIN l�. ARFT ��a� ,p�00912 .�p,; �<e,` +�I�SoG! `.S�.T�e',aG�2� 71 A 9l2D22 �� t �f��til�or�� Y Standard Constructxon Spec�fication Documents Adapte.d 5eptember 2fl11 00 00 OD STANDARD CONSTRUCTION SPECIP[CATTON DOCUMENTS Page 1 of $ s�c�ioN oa aQ o0 TABLE OF CONTENTS Division 40 - General Condi�ians Last Revised 00 OS 10 Ma or and Council Communication 07/01/2011 00 05 1 S Addenda 07/Q l/2D 11 p� 11 13 Invitation to Bidders 07/19/2021 00 21 13 Insiruct'tons to Bidders 11/02/2021 00 35 13 C�nflict of Interest Statement 02/24/2020 60 �41 00 Bid Form 09130/2Q21 00 42 43 Pra osal Form Unit Price 0 1 /2012 0 1 2 QO 43 13 Bid Bond 09/ll12017 00 43 37 Vendor Com liance to State Law Nonresident Bidder 06/2712011 �0 45 11 Bidders Pre ualiiicatians 08/13/20l 1 D.p 45 12 Pre ualificatinn Statement �9/3012021 nn nc i� nQ.11�i�n�� av-r✓--ri wr�vzT 00 45 26 Contractor Com liance with Workers' Cazn �nsaiion I,aw 0710i12011 q0 45 44 Business E ui Gaal 10/27/2021 00 52 43 A eement 11/23/2021 00 6l 13 Performance Bond Q7/0 1120 1 1 00 61 1�4 Pa ment Bond 07/01/2011 QO 61 19 Maintenance Bond 07/01/2011 00 61 2S Cerkificate of Insurance 07101120I 1 00 72 00 General Conditions 08/23/2021 0� 73 d0 Su lementar Conditinns Q3/09/2020 Division 01 - General Re uirements Last Revised O1 11 00 �umm of Work I2/20/2Q12 01 25 00 Substitution I'rocedures 07/4112Q11 O1 31 19 Preconstruction Meetin 0 811 7120 1� O 1. 31 20 Pro' ect Meetin s 07101/2�J 11 O1 32 16 Construction Schedu�e 08/I3/2021 O1 32 33 Preconstruction Video 07/01/2D11 O1 33 00 �ubrnittals 12/20/2012 O1 35 13 5 ecial Pro'ect Procedures 031ll/2022 O1 A5 23 Testin and Ins ectian 5ervices 03/09/2020 O1 50 DO Tem orar Facilities and Controls 07/0 1120 1 1 O1 5S 26 Street LJae Permit and Modifcatians to Traffic Control 03/22/2021 O1 57 13 5torm Water Pollution Prevention Plan 071D112011 O 1 S 8 13 Tem or Pro' ect Si na e 07/Q 1l2D 11 O1 60 OQ Product Re uirements 03/09/2020 01 66 00 Froduct Stora e and Handlin Re uirements 0710 1/20 1 1 O 1 70 00 Mobilizatian and Remobilizatian 11/22l2016 O1 71 23 Construc�ion Stakin and Surve 0211 4/20 1 8 O1 74 23 Cleanin 07/01/2011 O1 77 19 Closeout Re uirements 03/22/2021 O 1 78 23 O eration and Maintenance Daia 12/20/20I2 CITY pF FORT WOFZTH VICKEI2Y BLVD RETAIN11+1G WALL STANI7ARD CONSTRUCTI�N SPGCIP'ICATION DOCUivIENTS City Project ]�o, lU2qA6 Revised June Ifl, 2022 0o ao oa S1'ANllAf21] CQNS'1TiUCTIQN SPEC[FICA'fIQN DpCLTMENTS Page 2 af 8 O1 78 39 �'�•o ect Recox•d Documents 07/01/2011 Technical Speciiications which have been modi�ied by the �n�in.eer specifically for ihis Project; hard copies are included in the Projeci's Contract Documents NONE Date Division 02 - Eaustin Condifions Modified n�� n�� n� n 7 7 c n,,..;.,.� � �,,,,,..,,i o�� Divisioti 03 - Concrefe Division 26 - Electrical Division 31- Eartl�work . .. 0 - - 0 '. , ,. _ ,. _ ;.. � . • ;..,,. CITY OF FORT WORTH VI(;K�RY BLVD Ii�TAf1VING WALL STANDARD CON5TRI7CTION SFECIFICATION DOCUMENTS City Project No. ] 02446 Aevised June 10, 2022 Division 33 - Utilities �'�s-o�-a� �-� � z��r � �� -�-�4--�� 63i'!�E ��s�� , � a, , � �. � � � � � � � � � 0 0 � a � � � a � � a � � � � � � � � � .1'iiS3y� � � � o F1: _--_"=' �� r�,,,...,.�;,... r•,.r,�.,i °ro�a e,-.,F;,,rn , , . a �i!!�!!!*i�SLS� _ � _ � !tl.Ti��!TS!1 no�;�;o.,+ co.,+o.� n_.,�e v.,�..e CITY OF FORT WORTH VICKL.AY BLV➢12�'I'AINING WA1.L STANDARD CONSTRiICTION SPECIFICATION DOCiiM�NTS City Project No. 1fl2446 Revised Tune lU, 2D22 0o ao oa STANDARD CONSTRUCTION SP�CIFICA'1"IOT�f DOCUMENTS Page 3 of $ 00 00 00 STANDARD CO3�ISTRUC'1'fON SPECIFICA'1']O1R DOCU?v1ENT'S Page 4 of $ Technical S�ecff"ica�ions listed below are ineIuded for this Project by reference and can be viewed/downloaded frnm t�e C�ty's website at: httu tllfortworthtexas. �ov/tnwlcontractors! or https:l/aups.fo rtwo rthtexas.gov/Proi ectResourcesl C1TY QP' PORT WORTH VICKEl2Y gLVD ItETA1NING I�ALL STAIZDARD CO�ISTRUCTION SPECIFICATIOI�E DOCUMENI'S City Project No. ] 0244b Revised 7une 10, 2022 0o ao oa STANDARD CONSTRU�'t10N SPECIFICATION DOCUMENTS Page 5 pf 8 Division 02 - Existin Condifio.ns 02 41 I3 Se]ective Sita Dernalition n�� T Ta;l:+.. D...,�..,t...l lA L..,.,.1..., � , D1VIS1011 �� - CUIIC�'0�C Last Revised 03/i 1/2022 Y '] l�l�� A�� n� �n��.,r�m ti n�� n� ri�� n�� i � »�� 03 34 16 Concrete Base Material for Trench Re air 1212fl/2o12 03 $Q 00 Modifications to E�stin Cancrete Structures 12/20/20i2 Di�ision 26 - Electrical Divisian 31- Earthvvork 3 i 4� 04 Site Clearin 03/2212U21 � ��Q n � �7�°viz:n.ui J �'� �� !11 M�� 31 24 00 Embankments Oi/2812013 31 25 00 Erosion and Sediment Control 04/29/2�21 �� A4 , � r��i� Diwision 3� - Exteriar Xm rovements 32 O 1 17 Permanent As halt Pavin Re air 12/20/2012 ��Q �� -9�-�g , � r�-�� t i �� t,.�.tt,i., n.,�,, r�,,.,,...,.., ��r�nr�nf� �a rc+-svrFv-i� '2'1�0 �.7�J !'k.......,..f T,..,.,�., 1 D.,�., !'�..,,,...�.,,. �� f14!']�� 32 12 16 As halt Pavin 12/20/2012 �'�3 , � r�� 32 13 13 Cancrete Pavin 06/10/2022 ��Q � � m�-'� , 32 13 73 Concrete Pavin Joint Sealan�s T2/20/2D12 � ��' "-'To -�B/�91 � � ^�3 �� 2� �-7�Z nc�in»n�� .�� vvrrvr�vz.s �� iiln�� 32 31 13 Chain Fences and Gates 12/20/2012 �� zxr;,.e �e,,,.a� .,�a n.,�e� ,�,l,�4}��4�,� ,��„� , -, r�� CITY OF FQRT WORTH VICKERY BLVD RETAINING WALL 5Tt1NDARD CONSTRUCTION SPECIFICAIZ�N DOC[1MENI'5 City Project [�fo. 14244G Revised .I�ue 1 p, 2022 oa ao ao STANDARD CD�ISTRUCTiON SPECIFICC�TION DOCUMENTS Page 6 of 8 � 7�� n� 1n�lh�p 32 91 19 'I'o soil Placement and Finishin of Roadwa Ri ht-of-wa s 03/11/2022 32 92 1� Soddin 05/13/2021 32 92 14 Non-Native Seedin 05/1312421 32 93 43 Trees a�d 5hrubs ]z/2012Q12 Division 33 - IItilities 2��A n �n�� 9.� �� mli�� 3-9�3� ��2� � ��-�-z-� � �gq�.s y � f��t�n � � � ��-^�T �B� 77� 17l7�� '1'�� !1?lf1�T � 2�e m rn.o �� e �� ry i�, z_�,t�.oz��n�� 33 OS 10 Utilit Trench Excavation, Einbedment, and Backfill U41fl212021 � 3-9 � �� -�I��A��91� � ��j 1 � rn_�.� � �� n c y � > > > n� r1 y r�n�� --v�-TT �� a�rr r�v�z �--�-�� I`...�.....e�e ZxT�+a.. [7�„1rR 7 7l7i�vi�vii �--�-�� r+,,,,,,,.,,+„ r„ii,...n �z�i t��n�� a nc �n r�r�nr�m� �o �� .-� rr„�tia� r_s r ut�rn r��7� �� nc �� i�r�nr�n�� 9�,� y � r�-�" "�"�� '1 �»-o�-�z, n� r�wrririo i� 33 OS 26 Utilit Markers/Locators 12/20/2012 ,�� , � r��i a�� a.. i�s�i�5—�-��Ee45 y � r��r � s ��o i � ��.r�., zo� zo z�� n i� � ��= nn ��T 33 11 ]2 Pa� in ] Ch]oride PVC) Pressure Pi e l I/1612018 �� i i i � S'7!7l1Mf11'7 �-.—.-� , , �� -� 2 � i��7� Z�� i�n� �xr.,+,... c ............. y:.,,,t, +.. �:r„t, mri�nr._ 1�� 7 7 �7rc-sanv iz 33 12 20 Resilient Seatad Gate Valve OS/Q.6/2015 ��T n��o ��T 33 12 2S Cnnnection to �xistin V4�at�r Mains 02/06/2013 �� i� Zn y��nr�ny� 77--rz-�v rcr�vrsvTc 33 12 40 Fire H draz�ts Ol/a3/2o14 �� t� cn i��n��ni� �v �z �„� !1� /1�� 7 �l M�z �� i i� y�»n��ni� �� C1TY 4�' �'ORT WORTI� VICKERY BLVD RETAINING WALL STANDARD CONSTRUCTION SPECII+ICATION DOCUNIENTS City Project No. 102h4b Revised ]une 10, 2D22 00 00 Op $T11AlDA,RR CONSTRUCTION SPECIPICATiON DOCUMENTS Page 7 of 8 9999,0004 *104 *110 *132 *403 *416 *420 *423 Concreie Excavation Embankment Temporary Speciai Shorir Drilled Shaft Foundations Concrete 5ubstructures Retainin� Walls 11/01/2021 C1TY OF FORT WORTH V[CKERY SLVD RETA[ACING WALL STANDARp CON3TRUCTION SFECIP'ICATION DOCil1VIENTS City Project ]Vo. I 62446 Revised 7«ne ]U, 2022 OD OD d0 STANDARIa CONST1tUCTIUTQ SPGCIFICATlUIV DGICUM�NTS Page 8 oF 8 *465 Junction Boxes, Manhales, and Tnlets * T�OT Standard �pecifications for Canstruction and Maintenance of Highways, 5treets, and Bridges 2014 adopted by the Texas Department of Transportation. Appendix GG�.02 Subsurface and Physical Conditions GC-6.06.D Minority and Wo�nen Owned Business �nterprise Coinpliance GC-6.07 �]Vage Rates GG6.09 Permits and Utilities GR-01 60 �0 I'roduct Requirements END O� SECTION CITY OR FORT WORTH VICf��RY E3LVD R�TATNINci WA1,L S'1'AN37r112D C�NSTItUC1'CON SYECTFICATION DOCUMENTS Ciry Froject No. ] 0244b Revised Jnne 1Q, 2022 �ity of �oet N�artF�, ��]��C ��][� T�xas ��un��l ��m�rn�ni��ti�r� ��.��: �� .� ��,��: �� -�� L�� NAINE; �L}�CiVtCKERY k3L1lL'] I�a:l�l11�11N�i Wk1�� F {t:f) '�} J�,�ii�o�l7.e tkeCuilt]!t Oi ��anlr�cl wikh ��[t WDfth f,'iv,l Ca��sl�ucEors_ �L�: a�1 I�e A�n�4Fn1 of �1,�45�,3�8.30 iar iY�e Vock2ry �oule�+r�rii Ftel�i� ��rrg'Jtilstifl F'ra�p�l, Adopt A�spro�rl��ian L1r�ln�nces, an�i l�m�n41h� Fiscal Y�ses �02�-10�F CaDltall�rrpmuement F'ra�ram I��C ��hl1�E N�]A�,�Q� It Is reoom��d�rl fr�at Ihe �i�y G�xuncl�. t, Ai �11�ori�� xe�ual�3n of � e�r�Gr�r.t w�l1h F[�rt V�aelt� C:�wll �or�s��c�ors, L��L' an th� �irt�?uf�f oF $7,�{59.32$,30 fof lile Co135�#uCtl�n �f R�e VICk��+ Bi,�l�v�se�k F2�ir�ir�in� W��I Pr��c:l �s:a1y Pr�jrt�t �+�r� fiL��d4F�}: 2. A�Ic�pt th� aa�s,chca� �zp�aropri{�tin1p =3rt�itMance I��crea�ln�{ e�Cin;,alf;r� r��slp�s and a�pr�priatl�r�� n tir� SE�eei l�np�nv�m�nts Fund in �he amauni oF �i,BO[�,00�_00 fr�rn av�asl,�bl€� f�ar�rJs {crr Che �St�Mpos2 �ai fi.iirr�lr�g IF�r� �I�k��]+ f�r,��l�u�r�l Re�slnsr�y W��! Rr�Jer! {�ity H�rnj�cl Nc� �r,r�4��j, 3. 1l�op! thr: att€�chad appr��arlal�on �rdtnao�t:e ad��sl�r�g Qskirri��ted re�8ipts �nd appropr��sti��rs IR ihe ��r:�l Caplta� Pro�eols F�nd, by Irxsrr�esing �sllma�ed rrcelpts an�i appr�pt;atl��ts ar� I}fe 1�«k�ry Ciaua�vaf�d f�ataining VUsll Pra�e�l {�iiy f�roJ�it;$ No, 1��4��) In the a�nourrt �� 1,064,OL`IO.fJi] ��d d�r.re�sGng estimKryE�:d r�c+�l�1s �rlt� e�proprJ�C��ros in �he �vrdr�cl �kreet i�lairrEenertce �r�gr�rtart��sfe pr�aeck (Ciky Pr�E4L',f N�], P4�]{J2�} l]� Ih� 581�s� 3nxQUflt; �nd �. ►�xr��d ih� Fi��l Ye�rs �02�-2U� C:�plt�! ��x�pr4V�m�T �'r�gT�m, I �] f-Y#i��-�-^!L+] �� 7�I�e F4scal Year �fl21 Pay.rn �:an�rac� S#roat h�#al��enai7:�e ��oc�raT�� grus��s v�,��anu£ ty�� of sir�� ainteir�nce J�tila spec:lf� conl�c� pa�kag�s. tfi� r�cammenrled con��r�c��on tuntrerk �u��in�cs m thas �ul�ayar �nd �ouncil Cor��rnr�n�ca�arn� (�1&�} v,�ill �rravade canslf,�c�ioia a[ a��ruxiFn�tely �sc� �fael cc�oti�reke ret�inle�g wt�ll r�� VMrk��y Baulevard e�s[ nf f�+11Ck� t,ynn Avenu� under Clte C�nlr�c! �ireel Mamters�noa �'ro�rr�m {Ciiy I'rt��e�i hir,, � 4�d�$} ll�e Nropnsed E�fa�ning w�ll 3s an ex�ensiorr crt an �x�s�Jrrg retbaning w�11 at Vtckery [3a�lei�afa_ TI �� x�er?sk�n is F��❑�a�s�� for profc�ic,n e��l�rsi fE'CL[ffl�Y� �f0�loh �n liie �fEa. �f�3s contr�cl v�ras adve�i.lsed inr hid an h�ia�� 17� �R2� and I4t2rc�i ��, ��2� I+� l��e fvrf lNr+�J� S1t�r-7c�te��rra, s�r� Ap�121, �0�2, Ilte fi,klowlrs� blds w�r� �e�aiv��. �1#�� Amaunl Fart Worlt� f:i�+ii Cnnatr�ciars, LLC � �1,��.3��.30 N7C�$1��1y �4111Ciin� ��'ff3�9ni�a, �fIG, �y.58�.9�J9_98 �- R�b04n, L�{� �1,664.7�7,5Q ' _ _ � Sl�ton ESi'crs, IraC ��,��5.77�,�5 I h'�qle, !r�{=, �1�&6�,377.�fi Th� }ollawing table s�mmaolzes Ihe furadlrzg fOr rhl� pr�]�c1- Funti Exi�#ing IAdcf�tional Rro�ect �otal F��ndln{� F►�nding C4,8n�fal �r��i!&I P�of2C�s � �1,f�0�,f}p{},0�� $QAOI �1 — Sfre�l Irn�rave�nc�e�Es ' �O.OQ� $�i,8��,000,�0� �� rn�ectro,a�� ,oa�,oao.oa� ��,aa�,00�. �onalructiorr for li�i� pra�e�i fs exp�clad !o starl In sum+ner 2Ck22 arxJ �o be compleied �y wlnE�� 7�2�. U�an c❑mpielloo� of ilre pl'a�e�t Iltere v��ll be no anll�,pate� smpa�l ssn thr� [��Qrf�rE ��xnd r,�eraaaGr� budgei, T�7� runding (or la��s �ra��ci wa� nn� includE� an tt�r� Flsc�! Years 20�2-2�� Ga��la� �mprs�ve�� Prc,gr��i�� uue �o cltiar�ss beirig ln��ed a�ar ths CIP �r�� ada�t�£�_ 7 he �t�io�ti In �f7i=., talayor and �ounc�l Gom�nunlcati�n v.�ill �rr�encE �s�e Fis�al Years �4��-��,26 C�paR:�l �m�rovemant �'ragrarn as ap�rav4d �n corri7ec4iarr wilt� C�rdinano4 2�473-��l-Z�� t,�un��n� �s a+�ail�ib3e ii� Tr�nsportallan and Public �Uaeks f��pa�kmerlt"s �Ire�� rtrpr��2n��n1s F�n� i�i� I�e purpas� o� f«ndl�g Ihe V��kery Boulvvers� Rea�rnfng 1+V�11 �rqJcc! Ap�]Y0�1$I Of r�C�li�n1��1��1i0� 3 1�+0�1[d ��G�S# aap�raE7Y�€�CiOnS bE[W2�1� 9 pfOC�F�3�if1}�bl� prOjr�rt cjn(i conw�i{ [nE ViG1[�3y �Oi3��USFd F2�lF�ffl�IRg'l�dll P�ojec± fG{ry T�raje�t Nb 1 t1�44{�;) iGtko � slaiie cep�i�E pr�ject, This :xcls�n as r�ee�ed �s lulut� fun�int� i�r the Vlc��ry F3t�ule�+.�rd Ret�ln�ng Wdal pr��ecE �s �ntict�ated irarr7 �117er iunding so�ar�a�s and fhe sc,ope af thls �roJea� di�ors f�om fhal �i th� rurr��k �sr�yram+nable �raJ��1. U1N�8� Q�FlCE: Fort UVoi{fr Cti+�il Coatiskruclors, �,�C: Is �n carrr{�Flanc.� wiC�t 13�e Cfty+'s f�usin�ss Fn��3h� c7r�inanc� hy �❑m�l�iiting l0 1�°Yo- B�si�ess Er�s�liy pa��i€s�aiior� on khis prn}a�k 7'he �ily's 8usln�ss E;.�uii}� �asC orr this qrojeck i� 1 Z�'n. Th� pr�ject Is iac��et� ir� {�OI�N(;IL �115'rl�l�1' 3. FIS�A�_l�iF��3�A�lQh! � �ER�I�ICA7101U; �F�a f7ir��torai Finan�e cerl��estho� (un�s ar�e cur*ei7ily a5railabie in i�e tJN�f��:�F�I�U -A�L FkJh3DS �roJecs i�ti she �.frxt�t �mpro�+em�nls Func! pn4 sjpon approv�l ai tt7e ebove �ec��rint��f�tinns e�nd f�[�opElar� ai the aYlec3sec} �p��r��prl�llo�t ordsnanr�s� fur�ds wNi be av�Nahle Irti 31'ie Slreel lm�rrovemerri� F;rn� in� 1he �+ackory I�n�l�++a�d Relalning U��II pruJect lo sup�nr� �I;e aq��rovat af Ih� r��ove recornr�rendati+�it� an�l execul+r,n oi lrre con�ract, Pri�+r ta an ex�endG��re belok� Inc:urc�rl. �Ire �rai�sparla��ar� �nt� �'�,bl�c l+Uarks c�e�ar�rrbeayR l�as lhe respa€�sl�Glaky a( varifyi�g �he �v,�l�abi�Jly crf fiiiods, Subm�tte� f�r_�kk�_�l�n��r's OfFice bv= f3�na Bti�qh[Eoff 8098 Oriyii�a#ir�g B�sin�sa Unit FteBd: V�All�arn ,�ohnson 7�301 Add�tlot��I.�.Q�l��y7n �an�a��t: M�ar�ty Hal� SBB2 CITY QF' FORT WORTH TRANSPORTATION AND FUBLIC WORKS DEPARTMENT ADDENDUM NO. 1 PROPOSED RETAINING WALL AT VICKERY BLVD CITY PRO TECT NO. 10244b ADD�NDUM RELEASE DATE: April S, 2022 $ID RECEIPT DATE: April 14, 2022 INFORMATION TO BIDD�.RS: The Contract Documents far the above refereneed project are here6y revised and amended as follows: Proiect Manual: 5ection 00 OQ QO - Table of Contents - Sheet 5 oi 8 replaced in its entirety with the attached. $ite Cleaz'ing Section 31 10 00 included. Section OU 42 43 - Bid Propa�:al Form - The Bid Proposal is replaced in i#s entirety with the attached. Items added for Site Clearing, Tree Removal and Tree Protectian. Inlet pay item name revised. Plans: Sheets 2, 3, 5, b, 8 and 9 are replaced in their entirety with the attached. Details clarified for pay item revisionsladditional pay items, inlet details, and drilled sha#� elevationslreinforcement. Please aclrnowledge receipt of the Addend�m in the following locations: {1) In the space provided below {2) In the atnended Proposal {3) Indicate in upper case letters an the outside of the sealed bid envelope: "RECEIVED & ACKNOWLEDGED ADDENDUM NO. 1" Failure to acknowledge the receipt of Addendum No. 1 could cause the subject bidder to be considered "NON-RESPONSIVE", resulting in disqualiftcation. A signed copy of th.is addendunl shall be placed into the praposal at the time of bid submittal. RECEIPT ACKNOWLEDGED: By: - -- Michael Oweu, P.E. U. il 4�.YV4 City Engineer, Tran�n and Fublic �Vorks Departnnent Title: � r��d� By: Tariqul islam Title: Graduate Engineer qo. 00 00 STANDARD CONSTRUCTIUN 3PLCIPICATION DOCUMEId"CS Page 5 of 8 Divisiaa 02 - Existin Canditions 02 41 l3 Selacti�re Site Demolition n�� n� ,� i i c n.,..:�,. n o.,,,....,i VY T1TJ Division Q3 - Concrete Last Revised I2/20/2012 ��F�B��;9� m rn�� n�� r�„�+ rr vt.,,.o n,..,,,.,,,+,, i� r��r�r�:�rxvr� n�� z 03 34 I b Concr�te Base Maieria! far Trench Re air 12/20/2012 03 SO 00 Modifications to Existin Concrete Structures 12I20/2012 Divisian �G - Electrical Division 31� - Earthwork 3 I 10 00 Site Glearin 03/22/2021 � i�Q n, �n� °�� '�-^�� -e�e� n i ��,Q ��s � t�-�vo �� n i �� 31 25 fl0 Erasion and Sediment Control a4/2912021 �'� �s �/�9l�91� � ,�no , �,�� Division 32 - Exterior Zm rovements 32 O 1 17 Permanent As halt Pa�in Re air 12/20/2012 1''1�4Q 1 9 M�If�� ,} 1 �1 M�rcrrvr�o?� '27��, L'lo.,;l,lo il.,.,e �'.,....�e� 1�l��z �9, T: n T�•a..�+ lLi2r�nn_!_'c�u.�.nc_ �'1I�� 7 f'...,....,.,+ T«.,.,t�.a T].,..�, !'�.,,,,....,� '-t�l-��8,� �� no r�� 32 12 16 As hajt Pa�in L2/2Q/2012 � ^� -��91�� 32 13 13 Concrete Pavin 03/19/2021 �„�,� i � rn�� 32 l3 i3 Concrete Pavin Joint Sealants 12/20/2012 �r1�Q i�M�i �-i�-� i � In��, � ��zs i � i�� r� i i tn�n �� 32 31 13 Chain Fences and Gates 12/20I20 l2 �� ti�r�o �o�„a� ,,.,a r_n+e�. ,��-�� ^�� xr,.,,,r �„�,.,,., „na r_„+.,� -}�,�$1� CITY OF FORT WORT�I VICKERY BLVD RETAININCr WALL STANBARD CONSTRUCTIpAI $PECIFICATIDN DDCUMENTS City I'rojecf Na. 102446 Revised December 9, 2021 DO 42 d3 B1a PROPbSAI. Paga 1 nf 2 �N� 1 �C`�� idde�'� �pplication Proj ecC Item Infazmation Bidder's Proposal Hidlist Ctem SpeciCicstian Unit of Bid �o Description Section No. Measurs Quanti.ly Unit Price Bid Value Base Bid 9. _ REMOBILIZATION __ __ _ _ _ _ 01 70 00 �A_ _ 1 $5,000.00 $S,OOO.QO 2. _ REMOVING CQNC (R�TAINING WAl.LS) 404 SY 9 . „_. .,.__ � .. . .__��___._ _ _._.__.. _ . �.._.... _ . .__ ...._ 3.. . REMOVING CONC_�FLUME� _ 104 SY „ ._ 21 � 4___ _ E�CGAVATION (5PEC[A� 110 CY 2280 � _ _... _. � - --- --.— � � .__ -� - - __ 5__ EMBANKMENT_(FINAL)(D�NS CONT),(7Y_B) 132 CY_ 3180 6 T�fU1PORfiRY SPL SHOFtI�G 403 SF 1100 -- - -� 7 DRILL SHAFT_(36 IN} 416 LF 1362 � _.. 8 CL A CONC {FLUM�) 420 CY 12.8 �� -- . 9 R�iAINING _WALL (bRILL SHAFT}(FASCIA) 423 SF 2280 � 10 _ INLET �CONIPL){TY M5E2) . 465 EA 2 __ .�.. 1'f 3110.4101 SITE CLEAR]NG 31 i0 00 LS 1� 12 3'110.0102 6"-12" TR�� REMOUAL 39 90 00 - EA ` �7 — -- __ ._ � W. _____..� __ - - - 13 3110:0103 12"-1 S" TREE REMOVAL 31 10 00 EA 3 _ - --- -_ -- - - � _._ .._� _ . _ _ . 14 3231 _0111 4' CHAIN LINK, STEEL 32 31 '!3 LF 190 15 3291.0160 TO�SQIL 12" 32 91 99 CY 322 _ _ . _ ..- --...---- --....._._ ._ _._.�. � _ . � .�- - � - - .__ 16 3292A10� BLOCK 50� PLACEMENT 32 92'�3 � 5Y 290 - __. __ . . - -_ 17 3293.0903 PLANT 3" TREE 32 93 a3 �A 19 18 3441.3502 RELdCATE STREET LIGHT POLE 34 4� 20 �A 1 __ ..__. .- - ----- - --_._ _._ � . .. � .w . _.... .. ---- _ __ - _ 19 3A41,40Q7 If�STA1,L ALUM SIGN EX POL� hhOl1NT 34 41 �30 EA 2�� 20 3449.41d9 REMOVE SIGN PANEL . ..m .�m�m . . 3441 3fl _...E� ... _ .��.e.. _. 2 21 3471,0001 TRAFF�C CONTROL 94 71 13 �AO 5� __.._ . _.- -----.__.._.__ ._-------W___ .....__ . .. _ _ --....._ ___ _ _..._...._.._._ . .. 22 9999,0041 TEMPORARY fRRfGATION FOR SOD 99 99 99 �� SF �� 8690 � -- - - - _. - - - 23 9999A0�212" RCP, Class I I I 33 41 00 LF 200 - -- _ _._ _ _ .� ._ - _ _ _ _ - - -- _ _ _ . - - __ 24 9999AOfl5 CONSTRUCTION ALLOWAHCE 99 99 99 LS 1 $8D,OOQ: DO $8�,000.00 25 9999.D006 TRE� PROTEGTfON 99 99 99 LS � .1� �m . . Total Base 8id $85 000.00 Total Alternate A 2 3 4 5 6_ __7_ S- --.._...._____ _.... 32�t6.0101 6" 3292.0'IQO BL . _.. _...... . .�. _ 3305.0109 TF 33�f 2.41 QB 12" x 6" TAPI�WG B R VALVE Alternate li 32 01 17 SY _ 33 05 10 LF 32 92 13 SY . .,. .. ..-..-- ..... 33 45 10 LF 33 11 12 LF 33 12 25 EA 33 12 4��._. . E� ---- 16 Total Alternate B Bid Surrcmary Toral 13ase 13id $85,OOQ.00 Tott�] Alfernate A Did Total Alternnte li Bid Total 1(Total Base 6id with Alternnte A Bid) $85,0OO,OI} Tota12 {Total Base Bid tivith Alternate B Bid} $85,0OO.OU ENU OF S�CTION Thc City reservcs thc right to seEect the responsible IUw bidder of either Totnl I ar Tatal Z S�GTION UD 42 43 PROPOSALFORM CITY OF FORT WORTH STAN4ARD CDNSTRUCTION SPECiFiCA170N DOCUMEN7'S V1CI(�ERY 6LW RETAfIdfNG WALL C1TY k'RO]LCTNO. 102446 0� 41 00 �id licvised 9fia12021 Pmposal Work6oak.xlsx lLBZR 94bZ01'ONla3COL�dAJJ� � F U N � J �� F ��; ��rc � �� _ ¢ � �� 3 �ua n�� ie� �Nu�� N p�� z �� ' ��a� W _ � �� a � o �� a �: �� s �� . ��: �� H� 2� � - � R R � ��''' . � � .q�ory„�_$V ��r'�= � ��t.' !p,� � m��sF�� i €��!d �� ' � ��p_�_'"�� ,� :��sU;�� ,�� +��k°'��>."�r � r �q�� w o s . � w t � z 0 � 7 G � � �' �a � �' a �� ' � .�tr ��vnn �nrir��v.�a a3so�aad v � N �a� s � �� `��w z � �a�� aa O�� K � �s a°� �� ° o�� d �ma�� i1zwu, 9 �' � �' � a� � ` �� c �� 3�� g � �� $� � G � qa �� y � �� s $� �� a Y �� A $ � � �P �� s �� # �� ^ e� � �� a � �ax � � � � a � �� a �Q � � � � � � � � � �� u � u � ��Q � � m � � �� a �� s � �� s � g � �� 9 � �� a � � W � �� o �� g� ��h� �g� H ��p �g ��g i ��,� a �_ '� �� y.�'� G��@ ��5� �g � a�$` ��R� �� i� �,a� g E �� p � �� "7 e� �� g �� _ � � �� g P� � �� g.� � � � �� LL� �� = e�n � �6 �€ � � � � � � „ �9 �Q A�m� � hg �� yy��,� 6� � � � �� . ffiE ~�' � �� '�� 0IV3}� �� 'o� �m�� : I� � �' '&� � 3 � 'S�j $ [ � �� 2� �� W �� y S �� g o$ �9 � � Y tx� � =�q� � W�� E W � �¢ e �� . `� �3 � ��i 8 �� ' � �� o ��i � � ��So �E � � � � $� � ��9 � �� '� & �� g s� �� .�'� � � g3 �'y¢�Z�"��hg�d� ��.��w�;��d �a�� W�¢Y ��E,€ �$v �� :� �� i�� g� � �o � �� .�,� �e��- �� e� .1 A d %.: ri A . n n n �� d rf E- N � �� x $ � n � � �g e " � �� a s �7� �� a ��o�� '�� g � 8 m � �� a z �g� ? � ��o� ��=��g s �� =�9� �� ° �� g �� n �i f�I u n d � �� § �� a � �� i � �s� � �� $�� a �� "9�� m � 3 i g �� _�� q ��e�� o� �� x�� $ � #��,� ��s�2u8�� Y�� J � ��n � � �� y =m (9� �i LS�� ZJ �. 8.,�� Zm � ��.m �Y �z 4�0 a pU W � � � Oa � � a d ' C � z� b �� a �o i � �� a� d.� �� x � �o �� a g � �� g �� . � °� �� s � �� 9 � �� s��a� �� Q��qg �a �F �• G� �a i �m � � �w Egi ��'� �� a ��4 � �� :� � � �� € �� t g � �� W�� _ �� a �i ry � � 9� a �a �� a� �� h �Q� �i & � � m a` 3� S� �.. �� s310N h39 �P wns LLSL-N 646Z01'ON.1�3f4bd1.11� S � x� . � �� _ � ' l l _— l _ F l 1 W� 4 71 �4� � i t� ��a. w i � wo 5 - � $ i � � � 3 - � e � ' � �e 4 ' V 4 �, — ' & I � Y $ V �1 $�' � � � 5` ^�s� � �` � ` q� s _ �' l � N � 4 ` ' ' ' I �� a � 4 '4 m��n "e � ��..:` � � ,- ` 3 ';� � e � -�� 1 l y, a � i �_-` � z � , � , a � ,. 4 �� , , , �� ; , , � �� 4 � � �q ii j � ' � , ��o � , � � :� � , �� ` l �dq'�� (� , , ox�� ;_-_______�1 �� Q�o � _�� , I ' S I �$ t +fi � I �3 ^ 5 � �R � 1 � �' � 1� `� I ' � � 1 I � r ��`a �. y u c� � � "} � ! . u z ] - r �t � 1 � � r-___ � � -----_ + � �� ._�a � .3" . � , , � � - , i , �� , t i �� `` - � `�� , ,� I 1'� y � �s� . 1 - � � t� 1 �� ' ��tl � ____'_______� � ' I y I � � o L— — — _ — — _ _ ` � � ° 0 n e � _`_--�_�_=',-^"6 �nv un�a� �xa�W =_..-_--,`.... _�� .� I' 1 S � : ,�,a'��,��v � .� �gCs,A�aRA�s '�' �� `aw 2 fl�fi=�8-�a8� . �� `li � Y.�:�c � �Y�e� �� z � � O � � u o �� .s �3 g�`�� a��a�� OA'18 Aa371�1A 11I llb'M'JblINI'dl3a a3S4dD2id ��N � ry � � �� n i �'°��m �Z� �� w� �� a� � ��v �� 3�� (1j 'S7 ��N �' v � � �� 3 �ia lCO,.J Zm ¢ ��3n \ �� X�P�� Otntt] 4Y F" ��SooW� �e �`�;� ��a �� Q x�� w� �� o �n o0 � " �~ � � � � �$ °a o y �� 4 .gm�ry�� A .� 0. � � �a�� a ��„ F � � W� �� W � 9� a i�� l, A m Q'i U � � I� 4 V I� � �� s'� � � G�� ' d�� a � �� M � I�� _ I�� s � e � ��_ � � ��a � � � �� Ioa4S e1W lo�i�o� € � wv x4az•�I 846ZOi 'ON J'J�I'Obd A113 � Zv,� F 6� s zo o � z� :�h � �N E � s ��o a s� N � g�m � u �o �N� F �Ot �� qo k � �� i �_ ry $ - �.�� m 8��se� }5�•1 �� I '" ��6^�i�m�� n��^'s.�� y � y��'�_� � , � } . � s.�� ;�=�jm ~�� &.�� / �' 6': . f a '4ri 'W ��i�� yNj i �``++�.t..'•,.``a�`=� o `< _- � � � � �� ~ %s ° �F � $ �� ' �' x._ an�a �a�N�in ��r ��dnn ��iNi�13a a�sodoad ��m�o i � � �n ��F��m w� � z � a a$F i �� #� i O Y � � �y.x� : �Pszw� �f . 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WJ 85'�SC'�4 ZLQZ/E/b CITY OF FORT WORTH TRANSPORTATIONAND PUBLIC WORKS DEPARTMENT ADDENDUIi+X NO. 2 PROPOSED RETAINING WALL AT VXCKERY BLVD CITY PROJECT NO. 102446 ADDENDLTM RELEASE DATE: Apri1 11, 2022 BID RECEIP�' DATE: .� pril 2�, 2U2�� INFORMATIOI�T TO BIDDERS: The Contract Documents for the above referenced project are harebq revisad and amended as follows; Proiect Manual• 5ectiou 00 00 00 — Table of Contents — Sl�eet 5 Qf S replaced in its entirety with '#he attached. Embanlanents Section 31 24 DO included. 5ection 00 11 13 — Invifaiion to Bidders -- Page 1 oi 2 replaced 'sn its entirety with the aiiached. Bid Receipt Dafe Re�ised to Apri121, 2Q22. Section 00 42 43 — Bid Proposal Farm — The Bid Proposal is replaced in its entirety vwith the attached. Embaul�eu# pay item revised. Plaus• 5heets 2 and 25 are reglaced in their entirety with tkt� aftached. Eznban�Ctnent pay item revised. Please acknowledge receipt of the Addendum in the following Iocations: (1) In the space provided below (2} In the amended Proposal (3) Indicate in upper case letters on the autside of the sealed hid envelope: "RECEIVED & ACKNOWLEDGED ADDENDYIM NU. 2" Fai�uxe to acknowledge the zeceipt of Addendum No. 2 could cause the subject bidder to be cnnsid�red "NON-RESPONSNE", resulting in disquali�ication. A sigz�ed copy of this addendutn shall be placed inta the propasal a# the time oibid submittal. RECEIl'T KNOWLE By: � _ � Michael Owen, P.E. yy City Engineer, ��-A � Trausportatian and Public Works Departmenf Title: r L7 By: Tariqul Islam Ti#le: Graduate Engineer 00 00 00 STANDARD CONSTRlJCTION SPECIFICATiON DOCiJMEN"iS Page 5 of 8 Divis�on 02 - Existin Conditions Last Revised 02 41 l3 Selective Site D�molitian 12/2a/2012 n�� 1 •I l�lz-yrzvfzv� n�� n,.,,t�,�na,.,,,,<..,1 min�n� Division 03 - Concrete Division 26 - Electrical I?ivision 31- Earthwork 31 10 00 Site Clearin 03/22/2Q21 �� n i r�� r� � i�� B£�B� n i �� o r�3 3 I 24 00 Emban.kments 01/2812a 13 31 25 QO Erosion and Sediment Cantrol 04/29/2021 � ,�r�v-vQ �9 � � r7r�viiozi ^Z 1�. 1 71'7� f11�y CiTY i)�' rOR'I' WORTH VICKERY BLVD RETA1NIiYG WALL STAMDARD CONST7ZUC'i'ION Si'ECIFICATION DOCUM�NTS Ciry Prnject No. 102446 Revised l7ecember 9, 2p21 oa � � ia INVITATIQi�f 'CO BIDDI;RS Page 1 of 2 I �ECTION 00 1113 2 INVIT'ATION TO BIDDER� 3 R�CEII'T �F BiDS 4 5ealed bids for the const��uction of Proposed Retainiug Wall at Viekery Blvd, City Project No. S 102446 will be �'eceived by the City of Fort Worth Purchasiilg Office until I:30 P.M. CST, 6 Thursday, Apri121, 2Q22 as fia��ther described beIo�r: 7 8 City of Fai� Worth 9 Plu•chasing Division 1 p 20� Texas Street 11 Part Worth, Texas 76102 12 13 1$ 15 rs Bids will be accepted by: US Mai1, Courier, FedEx or hand delivery at the add�•ess above; Bids wilI be oper�ed pub[icly and t•ead aloud at 2:00 AM GST in the City Council Chambers. 17 G�N�R�iL DESCRIPTION O�' WORK 18 The majoi worlc will consist of the (approxin2ate) fo!lowing: 19 C.onstructing new retaining wall adjacent to the e�istii�g wall on. Vickery Blvd ta address slope 2a failw•e. 2I 22 1362 LF - Drill Sha£t (36 IN) 23 2260 SF — Retaining Wal! (Drill Shaft) (Fascia) 24 3160 CY — Embankrr�ent by Plan 2S 22$0 CY — Exeavation {Special) 26 27 28 29 30 31 32 33 34 35 3G 37 38 39 4a 4l 42 43 44 �5 9�6 47 48 49 PREQUALIFXCATION Certain impravements included in tl�is project must be performed by a contraetor or designated subcontracLor who is pre-qualified by the City at the time of bid opening. The prac�dures for qualification and pre-qualification are out]ined in the Section 3 of 00 2I 13 — INSTRUCTIONS TO BIDDERS. DQCUMENT �XAMINATION AND PROCi1REM�NTS The Biddin� a�d Cont�•act Doeuments may be examined or obta[ned on-line by visiting the City of Fort Worth's Purchasing Division website at http:,`Iw�.w.fortworthtexas.go��/purcha,ing� and clicf�ing on the lir�lc ta the advertised project folders an the City's elec#�•onic document management and collaboration syste�n site. The Contract Dacuments may be downlaaded, viewed, and printed l�y interested contractors andlor suppliers. Gopies of the Bidding and Contf•act Docut�enfs may b� purcl�ased from TratlSystems, 500 �17�' St #1100, Fort Wot�th, TX 76102. Bidders shall conrdinate the purchase and exchange of any documents by email to KMAr1 a Trar�S stems.com and/or tel�phone at 817-334-4424. The co5t of Bidding and Conh'act Documents is: Set of Bidding and Caniract Documents with full size drawings: $150.OQ Set of Bidding and Contract Dacuments with half size (if available) drawings: $120A0 CCTY OF FC]RT WORTH VICKERY BLVD RETAITIING WALL STANDARD CQNSTRUCTIbN SPECIFICATIpN DOCUMI:NT Ci[y Projcct No. 102446 Re�ised 7F19/2021 Op ol d3 SIA PROPOSAI. P�elofl SECT{ON 00 42 43 PRaPdSALFQRM UNI� �RIC� �N� 9 19999.0003 I-IA�1D WAT�F2ING Alternsta A �idder's Applica�ion 0 Total Alternate A Alternate B 9 3201.6201 ASPHALT PVNfT REPRIR BEYOND 32 01 17 SY 1E --------�--�------.._. _.,.__ .------�------------ — -- —___...� 2 3216.0101 6" CONC CURB AND GUTTER 33 O51 � LF 4 3 � 3292.U100 BLOCK SbD PLACEMENT 32 9213 SY 53 � 4 3305,0109 TRENCH SAFE7Y � � 33 �5 iU � l.F 16 � - - -- - - --------- —_.___ - - _ - -- — . _ _ -- - - -_ . ..... 5 331 i.0761 8" PVC WAT�R PIF'E 33 11 12 LF 31 _ __. _ __.__..----------..__..... _________. -- ---- --- �_ ._ _ _�__. _ ._ --- & 3312.4106 12" x 6" TAPPING SI.EEVE & VALVE 33 12 25 EA 9 --..._._......�_._ __ --._..__ __ ..... �___��_ _____. -- ~ 7 3312.Otl01 FIRE HY�RANT �312 40 EA 1 8 9999,0004 ?ERMANENT IRRIGATION 32 84 00 LS 1 �� Total Alternate B Bid Sunf mfliy Tatal Rase Bid �85�000.90 Tolal AlteivateA Bid� Total Alternxte S Bid� TotaF l(7'otal Base Bid wtih Alternale A Bidj $85,000.60 Tafa1 Z[Tatal Base 6id with Alternate B liid) $85�000.00 END OF S�CT[ON The City reeerves tl�e rigAt to aelecE the reapansi6le Inw bidder af either Total 1 or Tatal 2 CITY DF FOR7 MOR1EI S'CANOAR� CaN57R1IC'fiON SPECIFICATiONT70CUMkN7'S VICiQ:RY BLW REI'AMINC.IYAI.1., CI'I'Y PROIECT NO. 102A;fifl61100 Bid ttzvised913lll20YI p�oposall4orlamak ISBZ-N 866Za1'ON1�3fOildAll7 � � n � � J Qg Z �� z �� sa�o G �x'�� Natl �Ya II�U YNUO i � � ; � .o��a� � � ❑n�e Aa��fn id 7�vnn � �iN ivl�b � „�,,�� ffi _ RS � � � ��i i ��4 � � 1�8��q�� aoa�o � ��. �iNe�:,� - � ��.,"' �� 1��0� z� ;- � �� a ��3 �g a Y ��.��'�;�,�.5 a W � :�g�� azw� k� �ao �'�```"� �'r"�,�?r r � c°i 3 � � ��i��:•"`� p < . $ S- O U � � � � �.a�� LL�� z � � � LL�a � � � � ��" o � r � x '� ab�� r� $ # a� �� iizS6 �i� � � O N � O 9 ��y � � � � �� W �� a � p�� g k� �y � � � ��g ,'; �� o � �� # �� o€� �. � g�� W �� i� � � �'�� ! 2 S'� S � Y � i� E`� N � �E$ � � a��a8�� e � � �'�� g � � R � �� g s' � �� 4� � ¢� ga � � � . �� g� . �� 8 � � &� � � �� yn �� €� �� s� �� :� �� o� �� N K � � �= N n �� 3 �� y �� s � �� 4C ��`� ��e� r ��$� �� g � �m � �� @� �� a 3 � �ac �� i m � �� a � -�� s� � � � �� • - � �� e� � � ��n g �� _ ? �� a ��s� n� a �� .� w ��_ �� g�� & � �y°� �` ��l � � �8 g� a� 5 � �� g �� g� � � �� d �'�I g �� 4� � � � . .. a . � w � Li. a � a ry �" J �Fn ¢ w ��.�a � � �"�m C7 j �' S'"z� o � J '�a. 6 n a,•• Z � R: � ��33m � W O �X� 3 ¢ � Y z � ❑U W� � �' O� �� a a �� Y� �� o ��g�� Y a� � a � g� � � �� a � �-�� w �� Q � 8� � � � � �m g B � �� _��} � V � h� " � � �n� � �a � �� G u��8m ��5 � �3 �� 5�� 3�� W �gp� �� 8� €�� 25 �§ �3� W" 9 Fo � � �� ; � �� aa� � � e�� x �'�F � �� :�� . � e ,. �_ s .� �= � � �� a � � � s � � � � � � � 8 � � � � s e 4 � � � � �� s �s a� � �q �� e �� €�� "�� g - �� „ _ � _ _ _ Q � �W� �� - �� ar�� c �� y�t 3y .� �� z�d �� @� �� 3= �� s � �� a�� . � �� w� �` �� sa �'� ��. �� $ �. �� . 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U. �I. �� I {y� _ � •`�.�� ^ �I w '� �� — _ � °� "a' ��'�,S ' . �"� � '- - � � -�- �� oo-- tl � � �'� -. � z ; i_� � - - - — •-�� -�----��--��---- — � � � F1 i � _ . ^ . }. � �_ n � i . sY - . . � .-' ,- .- . -.- -�--w-� � � �_ , � .� , ;n � � � i : � � ?; � � �� ; __._ . _�� —x�..._—+--- • -� --� � � �,� ;�... i �� ` .5 I f�+ y --7-_ � . �� -r—_-1--' f : 4{E � � J^.;n'oi _~} ' �i�kL-- : � . .. - -- .; . ��± -- � I ,; � c 1 � � u � ;�`� �- i - --r --I--' 'T " ' ' _ � � ---- .. . _ _- - -1- ..- -�'---. ..—�--- . . - I _ . . _ � `�_L- -... . .,�_ , I .. --- - . - -- --r . .... �-;-,._._ — ' , - i i �i � � I - . .. . - -� - -. __. - I ---� - .. _ . S n � z Q � a�>> >3 IhIVITATION TO BIDDERS Page I of � 2 3 � G 7 8 9 f0 i1 SECTION QO 11 X3 INVITATION TO BIDDERS RECETPT OF BIDS 5ealed bids for the construcYion of Vickery Blvd Retaining Wall, City P�•oject Na. 102446 wi116e received by the City ofT'art Wartl-� ��chasing Office until 1:30 P.IvI. GST, Tkaursday, Apri121, 2022 as fu��ther described below: Cify of Fort Worth Purchasing Divisian 200 Texas Sts•eet Fort W�rth, Texas 76IQ2 I2 I3 Bids will be accepted by: US Mail, Caurier, FedEx or hand delivei� at the addrass above; 14 15 1G 17 18 19 20 21 �ids will 6e apened pubiicly and read aloud at 2:00 PM CST in the City Council Chambers. GENERAL DESCRIPTION OF �'VORK The n�ajor worl� wil] consist of the (approximate) following: Constructing new retaini�ng wall adjacent to the existi�lg wall on Vicke�y Blvd to address slope fail�re. 22 1362 LF � Drill Shaft (36 II� 23 2260 SF --Retaining Wall {Drill Shaf�) (Fascia) 24 316Q CY -,- Emb�nkment by Plan 25 2280 CY — Excavation (5pecial) 26 27 28 PREQUALIFICATION 2.9 Certain impro�ements included in tl�is project must be perfoi�nied 6y a cantractor ar designated 30 subcant�•actar who is pre-qualified by tF�e City af the time of bid opening. The procedures for 31 c�ualification and pre-qualification are aut[ined in the Section 3 oi 00 2I I3 — INSTRUCTIONS 32 TO BIDDERS. 33 34 DOCUMENT EXAMINATION AND PROCUREMENTS 35 The Bidding and Contract Docu�nents may be examined or obtained on-line by visiting the City 36 of Foi�t Woi�th's Purehasing Division website at htt :Ilwwu .fortwoc:htexas, ovl urchasin and 37 elieking on the link to the ad�rertised project foldei�s on the City's electronic document 38 management and collaboration systein site. The Ca.ntract Documents may be downloaded, 39 v'iewed, and pi•inted by interested contractors and/ar suppliers. 40 41 42 43 44 45 4G 47 48 49 Copies of tl�e Bidding and Contract Documents cnay be purchased from TranSystems, 500 W 7�' St #11q0, Poi�k Wo�th, TX 76102. Bidders shall coordinate the purchase and exchange of any docu�nents by email to KMAr�tcc_. TtanS�stems.cotr., andlor teleph�ne at 817-334-4424. The cast of Bidding and Contract Documents is: Set of Bidding and Contract Dacuments with full size drawings: $150.00 Set of Bidding and Contract I]ocuments with hali size {if a�ailable) drawings: $120.00 CITY OF FdRT WORTI-I VICKERY BLVL7 RETAINING WALL STANDA_Rp CONSTRUCTIQN SPEGIFICR'I'Ii]N I�OCUMENT Cily Project Na. 142A4G Re�ised 7/19/2021 OUI113 [AlVITAT{ON TO I3IDDEitS Page 2 of 2 5o EXPRESSTiDN OF �NTEREST 51 To ensure patential bidders are kept up to date of any new information pertinent to this project, a1i 52 inte��est�d pa��ties are requested to email Expressions ofInterest in this p��ocur��nent to the City 53 Projeci Manager and the Design Engineer. The email should include the co:mpany's name, 54 contact persan and that individual's email address and phone number. All Addenda will be 55 distributed di��ectly to those who have expressed an interest in the procurement and will also be 56 posied in the City of Forf Worth's pu��ohasing website at htE�:��tet'tE�orthte:,.�_-.go;+lpurch�it�� 57 58 PREBID CONFERENCE — Web Cflnference 59 A prebid conference will be held as discussed in Sectinn QO 2l !3 - INSTRUCTIONS TO 6� �IDDERS at the following date, and time via a web confearencing appliea#ion: 61 DATE: Tuesday, March 29, 2022 62 TIl1rIE: 1:30 PM G3 Invitations with linlcs to the web con%rencing applicafion wili be distributed directly to those G4 who have submitted an Expression of Tnterest. 65 f 6 If a prebid c�nferenee is held, the presentation and any questians and answers provided at the b7 prebid conferenee wil� be issued as �n Addendum to tihe cail for bids. If a prebid conferenca is not 68 being held, prospective bidders can e-:nnaiE questions or commen#s in accot•dance with S�ctia� 5 69 ofthe Instruetions to Bidders referenced above to the project manager(s) at the e-rnail addresses 70 listed below. Emailed questions will suffiee as "qvestions in writing." If necessaiy, Addenda wi11 71 be issued pursuant to the Instcuctions to Bidders. 72 73 74 75 7� 77 78 79 SO 81 82 CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to wai�e irregularities and to accept or reject any or all bids. AwARn City will award a contract to the Bidder presenting the lowest price, qua�ificatians and campetepcies considered. INQUIRIES All inquiries relative to this proeurement sl�ould be addrassed to the fo�Iowing: 83 Attn: Tariqul Islam, City of Fort Worth &4 Emai1: TariQul.Islam ivfartwor�htexas.gov SS Phone: S17-342-2486 86 ANDIOR 87 8$ 89 9fl si 92 93 Attn: I�evin Arft, P.E., TranSystems Email: KMArft[�TranSy�tem�.corn Phone: 817-334-4424 ADVERTISEMENT DATES March 17, 2022 March 24, 2022 94 - END OF SECTION CITY OF FORT WORTH 3TANDARD CO3�T5TRTSCTIpN SPECIFICATION DOCUMCAIT Revised 7l]9l2021 VICK�RY BLVD RETAINING WALL City Projeet Na. 10244G 00 2I l3 ]11STRUCTEONS TO B[I�DERS Page 1 of l D SECTION 00 21 I3 1NSTRUCTIONS TO BIDDERS 1. De£�ned Terms 1.1. Capitalized terms used in these INSTRUCTIONS 'I'O BIDDERS are defined in Section 00 72 00 - G�NERAL CONDITIONS. 1.2. Certain additional terins used in these INSTRUCTIONS TO BTDDERS have the meanings indicated below which are applicable to both the sing«lar and plural thereof. 1.2.1. Biddei•: Any peison, f�rm, par�nership, company, association, or corporation acting directly through a duly authorized repres�ntative, su6m�tting a bid for perforining �se work contemplated under tl�e Cantraet Documents. 1.2.2. Nonre�ident Bidder; Any person, firin, pat�tnei�ship, company, association, or coY•poration actin.g directly through a duly authorized representative, subinitting a bid fox• pe�'fortz�ing the work contem.plated unde�• the Cox1t�'act Documents whose principal place af business is not in the State of Texas. 1.2.3. Successful Bidder: The Iawest responsible and responsive Bidder to whom City (on the basis of City's evaluation as ha�-e�nafter provicfed) makes an award. 2. Copies o£ Bidding Documents 2.1.Neithat� City npr Engineer shall assutne any resp4nsibility iar et•t•ors nr misintefpretations resulting from the Bidders us� of incomplete sets of Bidding Documents, 2.2. City and Engineer in making copies of Bidding Documents available do so only fnz' the purpose of obtaining Bids for tha Work atld da not authorize or confer a license or grant far any other use. 3. Prequalification ai B�dc�ers (Prime Contractors and Sul�contractors} 3,1. Bidders or their clesignated subconteaciors are required to be prequalified fo�� the work types requiring prequalification as per Sections 00 45 ] 1 BIDDERS PREQUALI�'ICATIONS and 00 45 12 PREQUAI,IFICATION STATEM�NT. Firms seeking pre-qualificatian, must submit t�� documentatian identified in Section Op 45 11 on 8ection 00 45 13 PREQIIALIFICATION APPLICATION at Ieast seven (7) calendar days priar to Bid opening for review and, if qualiiied, acceptance. The subcontractors listed by a Sidder on 00 �5 12 must be prequali�ed far the appropriate wark types. Subcontractors must follow the same timelines as Bidders for obtaining prequalificatian re�iew. Bidders or �ubcontractors who are not prequalifed at the time bids are opened and ieviewed may cause the bid to be rejected. Pj•equalifcation requirement work types and documentation are available by accessin� all required files th�•ough the City's website at: https:l/apps. fai�tworthtexas. govlProi ectltesaurcesl Cl'1'Y OF' PORT WORTH VECI�RY BLVD ILETAIlVING WRLL STANDARD GONSTRUCTION SPECIFICAT[ON I30CUMENT City ProjecF No, 1p24�4G Re�isedf[fpdated Novein6er 2, 202! �0 2l l3 INSTRLJCT10N5 "1'O $IDDERS Page 2 of l0 3.1.1. Paving — Requirements document located at: 1?ttps:lla�ps.fortworthtexas. govlFro jectResources/ResourcesP/02°/a20- %20Construction°1o2QDocumentslContractor%20Pi•equalificationJTPW%20Paving, %ZUContractor°io20Prequaiificativn%20Program/�'REQUALIFICATION%20RE0 UIREMEI��I'S' i��FOR° 12flP.'�VING°fo2000NTt`'ACTdRS.�t 3.1.2. Roadway and Fedest�•ian Lightin� — Requiretr►ents document located at: httbs:r/ann�.fartworthtexa5.g�vlPrajectltesourceslResourc��P/G�%20- °�o20Construction%o2QDacumentslCantractor%20Prequai_ificatia �W%20Roadwa y%20a�td°fo20Pedestrian%2QLi ti�t %20Pre uatification%20Pro TREET°/a ;?OI�ICiHT°/n20PREC)UAL°/uZOREQMN7'S. pdf 3.1.3. Water and Sanitary Sewer — A�quirements document located at: http3:I/a�ns.fortwnrthtexas.govlPraj ectResources�ResourcesP/02°/a20- °ro20Construction%20DocumeritsiContractor%20Pre ualification/Water°fa20and%2 OSa it °/20 ewer%20 ontractar%2UPre ualificativn%20Fro amIWSS%20 re U ual°ro20r .quirernents. pdf 3.2. Each Bidder, unless currently prequalified, must subrnit to City at [east seven (T} calendar days priior ta Bid flpening, the documentation identifed ir► Section 00 45 11, BIDLERS PREQUALIFICATIONS. 3.2.1. Submission of andlor questions related to prequalification shauld be addressed to the City contact as provided in Faragrapii G.1. 3.3. The City reserves the right to require any pt'e-quali�ed car�tractor who is t�e apparent low biddec for a project to submit such additional inforttaation as the City, in i#s sole discretion may require, including but not limited io manpower aild equipment �•ecoids, information abovt key personnel to he assigned to th� projeet, and construction schedule ta assist the City in evaluating arid assessing the ability of the apparent low bidder to d�liver a quality product and suecessfully cotnplete projects for the amount bid �vithin the stipulated time frame. Based up�n th.e City's assessment ofthe subrnitted information, a recommendation regarding the awat'd of a contract will be made to the City Council. Failiue to submit the additional information, if requested, may be grounds for rejecting the apparent low bidder as non-responsive. Affected cont�actot•s will be nokified in writing of a recommendatian to the City Council. 3.4. In addition t� prequali�icatio�, additianal requirements for qualification may be requi�'ed within various secCions of the Contract Documents. 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 4. l. Bafore su6tnitting a�id, each Bidder: CITY OF FORT WORTH VICI�ERY BLVD RETAININt'i WALL. STANDAIiL} CQNS'I'I2UCTION SPECII'[CATION DpCUMENT Ci .ty Project i�lo. 102446 Revised/[]pdated Novemher 2, 2021 00 21 13 INSTRUCTIONS TO BIDDERS Page 3 of l0 4.1.1. Shall examine and carefully study th� Contract Documents and otl�er relatecf data identified in the Bidding Docwnents (including "technical data" referred to in Paragraph 4.2. below). Na information given by City or any representative of the City other than that contained in the Canta•act Docutne.nts and officially pcomulgated addenda thereto, shall be binding upo�� th� City. 4-.1.2. Shoufd visit the site to become familiar with and satisfy Bidder as to the general, Iocal and site conditions that i�ay affect cost, pragress, performance o�- furnishing of the Worlc. 4.13. Shall cansit[er fed�ral, state and local Laws and Regulations that may affect cost, pragress, perfoirnance or furnishing of the Work. 4.1.4. Omitted 1.S.Sha11 study all: (i} eepoz�ts af exp.loratioiis and tests of subsurface conditions at or contiguous to the Site ar�d a�l drau�ings af physical aonditions c�elating ta existing s�.uFace or subsurface struct�res at the Site (except Un.derground Facilities) that ha�ve been identi�ed in the Cantract Docu3nents as containing i•eliable "technical data" and (ii) reports and drawings af Hazardaus Environmental Conditions, if any, at the Site that have been identified in the Contract Documents as containing reliable °technical data," 4.1.6. Is advtsed that the Contract Documents on ftle vwith the City shall constitute al! of the informat�an whicl� tlle City wil] iurnish. AlI addit[onal rnfarrnation and data which the City will supply a�er pr•amulgation of the formal Contract Dpcuments shall be issued in the fo�•m of wtitten addenda and shall become part afth� Cont��act Documents just as though such addenda v�+et•e actually written into the original Contt•act Docurnents. No infarmatian �iven by the City other tihan that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1,7. Should perfof•m independent research, in�estigations, tests, bot'[ngs, and such flther means as may be necessary to gain a complete kno�[edge of the cqnditions which will be encaunte�•ed during the canstruction of the project. For projects with resfricted access, upan rec�uest, Cit.y rnay provide each Bidder access to the site tn conduct such examinations, investigations, �xplorations, tests and studies as each Bidder d�;�rns necessaiy for submission of a Bid. �3idder must fill all holes and clean up and restore the site ta its foi�mer conditrpns upon completion of suclf expioratipns, investigations, tests ar�d studies, 4, l.8. Sl�all determine the difficulties of the Worlc ar�d all attending carcumstances affecting the cost of doing the Work, tiine required for its campletipn, and obtain all information required to make a proposal. B.idders shall rely exclusively and solely upon theu• own estimates, investigation, research, tests, exp[orations, and other daia which are necessary for full and complete information upon which the praposal is to he based, it is understaod that the s�bmission of a pY'aposal or bid is prima-facie evidence that the L�idcler has made the investigations, e�aminations and tests herein eequired. CITY OF FORT WORTH VIC3CERY BGVp RETAIN[NG WALL STANDARD CON5TRUCTI�N SPECIFICATIOIV DOCUMENT Ciiy i'roject No. 102446 Revised/[Ipdated November 2, 2021 00 21 13 INSTRUCTIONS TO BIDD�RS Page 4 of 10 4.1.9. Shall prornptly notify City af all conflicts, errors, ambiguities or discrepancies in or 6etween the Cantract Documents and such other related documents. The Contractor shall not take advanf�ge of any gross error oe orriission in the Cantract Documents, and the City shall be permitted to malce such corrections or inteipt•etations as rnay be deemed necessary foc fulfillment of the intent of the Cantract Documents. 4.2. Refereilce is rnade to Section dfl 73 QO — Supplementaay Canditions for identification of: 4.2.1. those reparts of exploratians and tests of subsurface canditions at or contiguous ta the site which have been utilized by City in preparatipn of the Cont�act Docutnents. The logs af Sail Borings, if any, on the plans aee for general information only. Neither the City n�r tt�e Engineer guarantee that the data shown is representative of conditions �vhich actually exist. 4.2.2. those drawings of physical conditians in or relating to existing surface and subsurface structuces (except Underground Facilities} which are at or contiguous to the site that ha�e been utilized 6y Ci.ty in pre�aaration of the Contracfi Documents. 4.2.3. copies of such repotts and drawings vvill be made aVailable by City ta any Bidder on request. Those reports and drawings may not be part of the Contraet Documents, but the "technical data" contained therein upan which Bidder is entitled Yo rel� as provided in Pa�•agi�aph 4.Q2. af the General Conditions has been identified and estahlished in Fa.ragraph SC 4.02 of the S�pp�ementary Conditions. Bidder is respt�nsible for any interpt-etation or conclusion d�•awn from any "technical data" or any qther data, interp�•etaiions, o�inions qr information. 4.2,4.Standard insurance requirenri�nts, eaverages and limits. 4.3. 7'he submission of a Bid will constitute an incontcovertible representation by Biddec: (i) i:hat Bidder has cornplied with every requirement of this Pa:r'agraph 4, {ii) that without exe�ption the Bid is premis�d upan performing and furnishing the Wock required by th� Contract Documents and applying the specific means, m�thods, technic�ues, sequences nr procedures of construction (if any) thaf may be shown or indicated or expressly tequired by the Contract Documenis, (iii} that Sidder has gi�en City written notice of ail conflicts, errors, ambiguities and discrepancies in the Contract DQeu�nents and the written resolutions thereof by City are acceptable to �idde�•, and when said conflicts; etc., have not been resol�ed through the interpretations by Gity as described in Paragraph 6., and (iv) that the Contract Docuinents are generally sufficient to indicate and convey undet'standing of all terms and conditio�s for �erfai•ming and furnishing the Worlc. 4.4. The provisions of this Paragraph 4, i�clusive, do not apply to Asbes#os, Polychlorinated biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by Paragraph 4A6. of the General Conditions, unless specif cally identified in the Contract Dacuments. 5. Availabili#y nf Lands far'Work, Etc. CITY DI' FORT WOI2TH VICI{ERY BLVI] RETAINING WALL STANDACiD CON5TRi4CTIpN 5PECIFICATTON DOCUMEI�iT Ciiy Project No. ]0244b Revised/[Jpdated Navember 2, 2021 0�2[ [3 INSTRUCTIQN� TO BIDDERS Page 5 of I 0 5.1, The lands upon which the W orl� is to be pei�farmed, rights-of-way and easements for access ther�to and other lands designated for use by Contf•actor [n perforniin.g the Work are identif ed in the Contract Docurrsents. All .additionallands and access thereto requi�•ed for temporat�y construction facilities, construction equipment or storage of materials and equipment to be incor•poratecf in the Warlc aee tfl be obtait�ed ar�d paid fot• by Contractor. Eas�ments for pe�•manent structures oi- permanent changes in existing facilities are to be obtained and paid for by City unless otlierwise provided in the Contract Documents. 5.2. Otztstanding right-of-way, easements, and/or permits to 6e acquired by the City are Iisted in Paragraph SC 4.01 of the Suppletaaentaiy Conditions. In the event the necessary right- of-way, easements, and/or permits a�•e not o6tained, the City resetves the rig.ht to cancel the award of contsact at any time befare tk�e Bidder begins any consi�•uction work on the proj eGt. 5.3. The Bidder shall b� prepared to commer�ce canstruciian withaut all executed right-of way, �asements, andlof• pezmits, and shall submit a sehedule to tlte City of how ennst��uction will praceed in the other areas of the prc�ject that do not require permits andlar easements. 6. Interpretatians and Addenda 6.1. Al] questions about the meariing or intent of the Bidding Documents are to be directed to City in wt�iting on or b�fot•e 2 p.m., the Monday priar to the Bid apening. Questions received a$er this day may not be responded to. Inte��pr�tations or clarifications considered necessaty by City in response to such questians wi[f be issued by Addenda delivered to alI pai�ties recarded by City as having received the Bidding Docucnents. Only questions answered by formal wt�it�en Addenda will be binding. Oral and other interpretations or clarifications will be without legal efFect. Address questions ta: City of Fort Worth 2�0 Texas St�•eet Fort Worth, TX 7G 1 d2 Attn: Tariqul Islam, Transportation and Public Vdarks Email: Tariq��I.Islarri�aa,fortwarthtexa�.� Phone: 817-392-2486 G.2. Addenda may a[so be issued to modify the Bidding Documeiits as deemed advisable 6y City. 6.3. Addenda or clarifications may be posted via the City's electt'onic do.czunent rr�anagement and collaboration system at htt s.i/doc.s.6360.autodes�.carn/sharesie50aae56-e9ar1- 44dT-a8c2-d4cld52d91 dd CITY OF FORT WORTH VTCICERY BLVD R�TA[1VING WALL 3TANDARD CONSTitUCTTON SPECIF'ICATION I70CUMLNT Ciry Project No. 102446 Re�tsedlUpdated Novem�er 2, 2fl21 4021 l3 Il*fSTRUCTTbNS'I'0 6IDDERS Page6oF10 6.4.A prebid conference may b� held at tlie ti�ne and piace indicated in the Advertisement or INVITATION TO BIDDERS. Representafiv�es of City will b� present to discuss the Praject. Bidders are �ncouraged to attend and participate in the cpnference. City will �•ans�nit to all p��ospective Bidders of �•ecord such Addenda as City considet•s necessary in response to questions a�'ising at the conference. Oral statements may not be re�ied upon and will not be binding or legally effecti�e. 7. Sid 5ecurity 7,1. Each Bid must be accampanied by a Bid Bond made payable ta City in an amount of ��ve (5) percent of Bidder's m�imum Bid price, on the fo�'m attached or equivalent, issued by a s�a��ety meeting the �•equirements of Paragraph SA 1 of ttie Gener•al Conditions. 7.2. Th� Bid Bonds pravided by a Bidder will be retained u�til the conditior�s of the Notice of Award ha�� been satisfed. If the Successful Bidder fails to execute and return the Contract D�cutaaents within l4 da�s after the N�tice of Award conveying sam�, City may consider Bidder to be in default, i•escind the Notice of Award and act on the Bid Bond. Such action sha11 be City`s excjusive remedy in the event Bidder is deemed to liave d�faulted. $. Contract Titnies The number of days within which, or the dates by which, Milest4nes are tt� be achieved 1n accordance with the General Requirements and the Work is to be completed and ready for Final Acceptance is set forth in the Agreement or incoiporated therein by reference to the attached �icl rorm. 9. LiqYuidated Darnages Pro�isions for liquidaked damages ar� set farth in the Agreement. I4. Substitute and "Or-Equal" Itexns The Contract, if awarded, will b� on the basis of rr�ateriais and equiptnent described in �he Bidding Docuinents without consideration of possible substitute or "o�•-equal" items. Wl�eneve� it is indicated or specified in t�e Bidding Documents that a"substitute" or °or- equal" item flf material a�� equipment may be furnished or used by Cont��acta• if acceptable to City, application for sueh acceptance will not be considered by City until after the Effective Date of the Agreement. The pr�ceduce fot• subrnission of any such application by Contractor and consicieration by City is set foi�th in Paragcaphs d.OSA., 6.05B, and 6.OSC. of the Generai Conditions and is supplemented in Section Q 1 25 00 of ihe G�neral Requirements. ll. 5ubcantractars, Supplier� and Others 11.1. In aecordance wiYh the City's Business Equity 4z'dinance Np.25165-10-Zn21 the City has goals far the pa��ticipation of minat ity business and/or women business enterprises in City conteacts $100,Q40 ar gr�a�er, See 5ection 00 45 40 for the M/WBE Praject Goals and additional requirements. Failure to comply shall render the Bidder as non-responsive. Business Equity l7rdinance No.25165-�0-202I, as amended {replacing Ordina�ce No. 24534-1 1-2020), codified at: hi��'�!rndelibrary,a�nl,�}at.comicn.ae�rflworthllaie5tlt�wr�rth t_JO-0„"U L�593 CITY O� FORT WORTH VICI{ERY BLVt7 RETAINI3�TG WAL1. STANIJAILD CO3VSTRUCTION SPECIFICATTON DOCUMENT City Project No. ] 02+i46 Revised/[Ipdated November 2, 2021 00 2l l3 INSTRi1CTIONS TO BT�DERS Page 7 of ] 0 11.2. Na Contractor shall �e required to employ any Subcontractar, Supplier, othei� person or organizatian against whom Cantrac#or or City has reasonable objection. 12. Bid Forrn 12.1. The Bld Forrr► is included with the Bidding Dacuments; additional copies may [�e obtained fram the City. 12.2. AII hlanks on the Bid Form nr�ust be cotnpleted and the Bid �'orm signed in ink. E�'asures or alterations shall be initialed in ink by the person signing th� Bid Form. A Bid price shall be indieated for� each �id item, alte�•native, and unit price item listed therein. In the case of optiona� alternatives, the words "No Bid," "No Gh�ri�e," or °Not Applicable" may be entered. Biddet• shal] state the prices far which the Bidder proposes t.o do the worl� contemplated or furnish materials required. All entries s11a11 be legible. 12.3. Bids 6y corporatzans shall be executed in the cot•pot•ate name by the president or a vice--president ar other cot•parate o�ficer accompanied by evidence of authority to sign. TFte coiparate seal shall be affix�d. The corporate addz•ess and state oi incorpozation shall be shown below t11e signature. 12.4. Bids by pa�•teiez•ships shall be executed in the partnership name and signed by a partner, whose title must appear under the signatu�•e aecompanied by e�idence of authority tfl sign. Th�: official address of the partnership shall be shown below the signature. 12.5, Bids by lia�ited liability companies shall be executed in the name nfthe iirm by a member and aceompanied by evidence of authority to sign. The state of formation of the fif•m atld th� off cial addeess of the firm shal] be shown. L2.b, ! 2.7. 12.8. 12.9. Bids by individuals shall show tl�e Biddez's name artd of�icial address. Sids by joint ventures sh:a11 be executed by each joint venture in the manner ii�dicated on the Bid Form. The official address of the joint venture shall b� shown. All names shall 6e typed or printed in ink belovv the signature. The Bid shali contain an act�nowledgement of receipt of all Addenda, the numbers oi which shall be �lled in on tlre Bid Form. 12.I0. Postal and e-mail addr�sses and telephone number for commLuiicatians regarding tlie Bid shal] be shown. 12.1 I. Evidence of authority to conduct busine�s as a Nonresident Bidder in the state of Texas shall be provided in accordance with Section 00 �3 37 — Vendor Compliance to State Law Non Resident Bfdder. CI'I'� OF FQRT WORTH VICKERY BLVD E2ETAINING WALL STANDARD C�NSTRCICTION 5PECIFICAT�ON DOCIIPvLENT City Prpject Na. 102446 Rec+ised/Updated Novam�er 2, 2021 OD 21 13 INSTR[ICT[aN9 TQ SIDD�RS Page 8 of lQ 13. Submissxnn of Bids Bids s�all be suhinitted an the prescribed Bid Foi•m, provided with #he Bidding Docuinents, at the time and place indicated in the Ad�ertisennent or INVITATION TO BIDDERS, addressed to Purchasing Manager of the City, and shall be enciosed in an opaque seaIed envelope, rnarked with the City ProjectNurab�r, 1'�•oject title, the name and address of Bidd�r, a:nd accompanied hy the Bid security and othe�° required documents. If tt�e Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope w�tl1 the notation "BID ENCLOSED" on tYte face of it. 14. Withdrawal of Bids 14.1. Bids addressed to the PurclZasing Manager and filed with the Put'cl�asing Office may be withdrawn prior to the tiEne set for hid apening. A request for withdrawal must be made in writing and delivered to the Purchasing Office td receive a time stamp priar to the oper�ing of Bids. A timely withdrawn bid �vi�l be returned to the Bidder or, if the reyuest is within one hour of bid opening, will not be read aEoud and wilj thereafter be returned unap�ned. 14.2. In the ev�nt any �id far which a withdrawal request has been timely iiled has been inadvei�tently opened, said Sid and any record thar�of will subsequently be marked "Withdraw�" atzd will be given no fui�ther eonsideratian for the award �f coritract. 15. Opening nf gids Bids wi11 be opened and read aloud publicly. An ahstract of the amounts of the base Bids and major alternates (if any) will be made available to Bzdders after the opening of �ids. 1B. �3ids to Remain Subject tn Acceptance A11 Bids will remain subject to acceptance for a tninimum of 90 ciays or the titrie period specified foi- Natice of Award and execution and delir�ery of a complete Agreenne:nt by Successful Bidde�•. City may, at City's sole discretion, relea5e any Bid and nullify the Bid s�cui�ity prior ta that date. 17. E�aluation o�Bids and Award nf Cvniract i7.1. City reserves the right to ��e�ect ar�y or all Bids, including without limitation the rights to re�ect any or all nonconforming, nonresponsive, unbalanced or condit�onal Bids and to reject �he Bid of any �idder if City believes that it would not be in the best intex•est of the Project to inal�e an awa.�•d to that Bidder. City reserves the right to waive informalities not involv�ng price, contract tinie or changes in the VJori� and award a cant�•act to such Bidder. Discrepaneies between th.e multiplication of units of Work and unit prices will �e resolved in favor of the urut prices. Discrepancies between the indicated s.utn of any column of figures and the cacrect sum thereof will 6e resolved in fa�ror nf the correet sum. Discrepancies batw�en words and figures will be resolved in favoc of the words. C1'I"Y OF FORT WORTH VIC��ERY SLVD RETAINING WALL S'CA�TDARD COIVSTCtUCTION 3PECIF[CAT'IOA! DOCUML'N'I' City Project l�a. 1fl2446 Revised/Updated November 2, 2621 op 2l l3 [NSTRUCTIONS TO HIIJL]EI�S Page 9 of ] 0 17.I,1. Any ar alI bids will bc z-ejected if City Etas reasan ta believe that collusfan exists a�nong the Bidders, Bidder is an interested party to any liiigation against City, City or Bidder may have a claim against the other or be enga.ged in litigation, Bidder is in a��rears on any existing cnniract or has defaulted an a previous contraet, Bidder has performed a p�'ior eon�ract in an unsatisfactory manner, or Biddar has uncomplefied waf•Ic wlvcla in the judgment of the City will prevent or l�inder the pi'ampt completian of additional work if awarded. I7.2. In addition to Bidder's t-ele�ant prequalificatian requiz�ements, City may considet� the qualifications at�d experienee o�Subcontractors, Suppli�rs, and other persons and organizations proposed for those portions of the Work where the identity of such Subcontractors, Suppliers, ancE otner pei•sons and ot•ganizations must be submitted as prnvided in the Contract Dacuments n.r �pan the request of the C ity. City also may cansid�r the Qpe�•ating costs, maintenance requit•�ments, peY�formance data and g�arantees of major items of materials and equipment proposed for incorpoz�ation in the Work when such data is required to be submitCed prior to the Natice o�Award. 17.3. C.ity rnay conduct such investi�ations as City deems n�cessaiy to assist in the evaluation of any Bid and tn establish the responsibillty, qualiiications, and financial ability of Bidders, proposad Subcontcactors, 5uppliers an.d other persflns and organizations to perform and furnish the Worlc in accardance with the Contract Dpcuments to City's satisfaction within tk�e prescribed time. 17.4.. C.ontraetor shall perfarm with his own organization, worlc of a value nat less tlxan 35% of the �alue erttbraced on the Cantract, unlass otherwise approved by the Ciiy. 17.5. If the ConEract is to be awarded, it will be awarded to lowest responsible and r'esponsive Bidder whose e�valuation by City indicates Yhat the award wiI[ be in the best interests of the City. [ 7.6. Pursuant ta Texas Gavernment Code Chapter 2252.001, the City �ill not award contract ta a Nonresident Bidder unless the Norn•esident Bidder's bid is lawcr than the lowest bid submit�ed by a►•esponsible Texas Bic[der by the same amout�t that a Texas resident bidder would 6e requii•ed to undes•bid allonresident Biddei• to abtain a cainparab�e contract in the state in which tt�,e nonresidant's principal place of business is lacated. 17.7. A contract is not a�ardec� until forrnal CiTy. Council autharization. Tf the Contract is to be avvarded, City wil] award the Contract within 90 days aftet• the day of the Bid apening unless extended in writing. No othet� act of City or others will constitute acceptance af a Bid. Upon the con#ract awaxd, a Notice of Award will be issued by #he City. 17.7.1. The contractar is required to fill out a�nd sign the Certificate af Yriterested Parties Form 1295 and the form must be suhrnitted ta the Project Manage�- befare the contract will be presented to the City Cau�cil. The form can b� obtained at h#tps:llwww.e�cs.state.tx.usldatalfor�ns1129511295.�df 17.8. Failure or refusal ta comply with the requir�tnents may i�esuIt in �•ejection of Bid, 1$. 5igning of Agreernent CITY OF E'ORT WORfiH VCCK�ftY BLVD RETAINTNG WALL STA�IDARD CdNSTRUC'TION SPECIFICATiON DOCUNiENT City Praject No. 1fl2446 Revised/Updatcd November �, 2021 00 21 l3 INSTRUCTTONS TO I3II]DERS Page lU af 10 18.1. When City issues a Nntiee of Award to the Successful Bidder, it will he accoinpanied by the reyuired number of unsigned counterpa�� tifthe Project ManuaL Within 14 days thereafter, Cont��actar shall sign and deliver the requi�'ed number of counterparts of the Project Manual ta City with the requieed Bonds, Certificates of Ii�surance, a�id all otk�e�• required documentatian. 18.2. City shall thereafter deliver one fully signed caun#erpart to Contractar. END OF SECT14N CITY OF FQRT WORTH VICKCRY ALV� RE7'A[NING WALL STANDARD CONS7'RL3CTION SPECIFICA'FION DOCUMCNT Cify Project Na, 10244b Re�ised/llpdated November2, 2021 tslarn, Tariqul Fram: Mandi Oldham <Mandia@fwcivcan.com> Sent: Wednesday, July 13, 2022 1.42 PM To: Islam, Tariqul 5ubjeet: RE: Vicleery Bfvd Retaining Wall - CPiV �CIkU�I�ION: Trris em�il origirr�ked (rorr; outsi�e af t3�e C�ty u� Foel W�r41� �msil systerrti, E�a not click an'y Ilnlcs or open �ik�thrner�ls .uriless you reco�r�:xz Lk�e sen�cr ano ki3nw th€; eoi�lenl Js s�fe. - - - _ — Hi Tariqul, Yes, please proceed with adding that information. Let me kr�ow ifthere is anything els� you need from me. Tha nk you, Mandi From: Islam, i'ariq.ul <Tariqul.lslam@fortworthtexas.gov> Sent: Wednesday, lUly 13, 2022 1:35 PM To: Mandi �Idham <Mandio@fwcivcon.cam> Subject: Vickery Blvd Retaining Wall - CPN Hi Mandi, In regards to your hid received April 21, 2f]22 on subject mentianed project it was identified thaC an 5ection 00 35 13 — Conflict of Interest Stat�ment, the bidders name is missing at bottort�t Eeft of the document. With your permi5sion I 19ke to add bidder's name as attached. Please advise. Thanks, Tariqul Islam Graduate Engineer TPW/S�reet Servic�s 5Q01 James avenue Fort Worth, TX 76115 817-�92-24$6 tariqul.islamccrl,t�rt avorthtexas. �.o�, City of Fort Worth -- Workirag together ta build a st�ong corttmunity. F�� '�� Ofl 35 13 CONFLICT OF INT�REST STA7�MENT Page 9 of 1 S�C�IOf� 00 3� '13 CONFLICT QF INTEREST STATEM�NT Each bidder, flfferor ar respondent to a City of F'art Warth procurement is required to complete a Conflict of Interest Questiannaire or certify that one is current and on file with th� City Secretary's Office pursuant #o state law. If a member o# the Fa�t Worth City Council, any one or mare of the City Manager ar Assistant City Managers, or an agent nf the City who exercise discretion in the planning, recommending, sefecting or contracting with a bidder, offeror ar respondent is affiliated with your company, then a Local Government Off�cer Conflicts Disclosure Statement (CkS) may be required. You are urged to consult with counsel regarding the app�icability of these forms and Local Go�ernment Code Chapter 176 to your company. The referenced forms may be downlaaded from the links pro�ided �elow. Form CIQ Co�fli�t �f Irt�res[ Quesaonnaire staoe.t�c.�s https:l/www. ethics.state.bc.a�data.*�orms�Qonfli+�t/CIS.r.�dfi ❑ CIQ Form does not apply � CIQ Form is on file with City Secretary ❑ CIQ Farm is being prav�ded to the City Secretary ❑ C1S F'orm daes nat apply � CIS Form is an Fife wiih City Secretary ❑ CIS Form is being provided to �he City Secretary �I��: By: Austin Alumbaugh 5ignature: - Title: President � END DF SECTION C1TY OF FaRT WORTFi S1'ANDARD CDNSTRUC�ipiV SPECIFICATION DOCt1MEIVTBROPOSED FiETAIiVING W/�1LL AT VICK�RY BLVD, CIlY PROJECT NO, 162446 Revised February 24, 202Q flp 41 00 Bid Proposal Warkbook_Rev2 OU 41 90 BID FbRNi Page 1 of 3 TO: The Purchasing Manager clo: Th� Purchasing Division 200 Texas Stree# City of Fori Worth, Texas 76102 FOR: City Project No.: 9 02446 SECTfOH 0� 41 00 B(D FORM PROP05�D RETAINING WALL AT VICKERY BLVd UnitslSections: Unit 1: Retaining Wall lmpra�ements 1. �nter lnto Agreement The undersigned Bidder praposes and agrees, if this Bid is accepted, to enter into an Agreement with City En the form included in the Bidding Documents to perForm and furnish all Work as specified or indicaied in the Contract Docu.ments for the Bid I'rice and within the Contract Time indicated in this Bid and in accordance r�+ith the other terrns and conditions of ihe Contract Documents. 2. BIDDEFt Ae[�nowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditians of the INVITA7'ION TO BIDDERS ancE INSTRllCTIONS TO BIDD��S, including wiihout [imitation those dealing with the disposition of Bid Bnnd. 2.2. Sidder is aware of all costs to provide the requirEd insurance, will do sa pending contract award, and will provide a valid insura�ce certificate meeting all requirements within 1�4 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interes# of or on behalf of any undiscfosed 9ndi�idual or entity and is not submitted in conformity with any collusive agreement or rules of any group, assaciation, arganization, or corparation. 2.4. Bidder has not direetly or indirectly induced or solicited any other Bidder to submit a fa[se or sham Bid. 2.5. Bidder has not solicited or induceci any indiviclual ar entity to refrain from biciding. 2.6. 8idder has not engaged in corrupt, fraudulent, collusive, or coercive practices in campeiing for #he Coniraet. For the purposes of this Paragraph: a. "corrupt practice" means the offering, gi�ing, recaiving, or soliciting of any thing nf value likely to influence the action of a public o�cial in the bidding process. b. "fraudulent practice" means an intentional misrepresentation af facts made {a) ta influence khe �idciing process to t�e detriment of City (b) to establish Bid prices at aftificial roon-competifive levels, or (c) to d�prive City of the benefits of free and open competition. c. "colfusive practice" means a scheme or arrangement between fwo or more Bidders, with or withaut the knowledge of City, a purpose of which is ko establish Bid prices at artificial, non-competitive fe�els. c�nr oF FORr woR� STANDAR� CONSTRUCTION SPECIFICATIpN DOCUMENTS PROPOSE� itETAINING U4'ALL AT ViCKERY BLV�, CITY PROJECT NO. 102446 Ravised 9I3U12d27 00 41 00 89d Praposal Worichook Rev2 00 4'f 00 BID FdRM Page 2 of 3 d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property ta influence their participation in the bidding pracess or affect the execution of the Coniract. 3. Prequalification The Bidder acknowledges that the fallowing work types must be performed only by prequalified contractors and subcontractors: a. Water Distribution, 12-inch diameter and small�r b. - c. - d. - e. - f. - g. - h. - 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 155 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the Gen�ral CondEiions. 4.2 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work tandlor achievement of Milestones} within the #imes specified in t�e Agresment. �. Attached to this Bid The follawing dacuments are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposai Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bicider, Sectinn 00 43 37 e. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict af Interest Affida�it, Section 00 35 13 *If necessary, CIQ or CIS iorms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders CITY OF FORT WORTH SiANaARD CONSTRUCTION &PECIFICATIUN QdCUM�N7S Pf20POSED R�TAINING WALLAT V{CKERY BLVD, CITY PRqJECT NO. 1D2d46 Revlsed 9/30/2021 Uo 49 00 Bid Proposal Workbook Rev2 0041 �0 Bld FORM Page 3 of 3 6. Total Bid Amount 6.1. Bidder will complet� the Work in accordance wikh th� Contract Documents for the following bid amount. ln the space provided below, please enter the total 6id amount for this project. Only this figure will be read publicly by the City at the bid apening. 6.2. It is understood and agreed �y the Bidder in signing this propasal that the total bid amount entered below is subject io �erification andlor modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling a11 of the extended amounts. fi,3. E�aluation of Alterna#e Bid I#ems Total Bas� Bid To#a! Alternate A Bid Total Alternate B Bid Total 1 Total 2 Tota! Bid $1,4.29,343.3fl $29,9$5.OQ $50,535.00 $1,459,328.30 $1,479, 878.30 #REF! 7. Bid SubmiEtal ihis Bid is submitted on April 21, 2022 by the entity named belaw. Receipt is acknowledged of the Ini#ial follawing Addenda: Addendum No. 9: Addendum No. 2: Addendum No. 3;.�.._.�._ Addend�m No. 4: Tit1e: President Company: Fort Worth Civil Constructors, LLC Address: 486D Mark IV Parkway Fort Worth, TX 76106 Staie of Incorporation: Texas Email: austin@iwci�con.com Phane: $17.52,2292 Corporate Seal: END OF SECTION CI7Y OF FORT WORTH SiANqAR� CONSTRUCTION SPECIFICATIDN DOCUMENTS PROPOSED RETAINING WALL AT VICKERY BLVD, CITY PRdJECT NO. 102Ak6 RevisecE 9130l2021 00 41 00 Bid Proposal Work600lc_Rev2 (Printed Name) 004243 Btb pROPOSAL Pag¢ l oi ! 5EC710N 00 42 �43 PROPOSALFORM :�zu�.oz01 ASPHaLF PVMT R�PAiR BEYOND 32 01 17 5Y 3216.0101 6" CflNC CURB AND GUTTER 33 05 10 LF 3292.01fl0 BLOCK SOfl PLACEIUIEiVT 32 92 13 5Y 3305.0109 7RENCH SAFE7Y 33 0510 LF 3314.016i 6" PVC WATER PIP� 33 11 32 LF 3312,440512" x B" TAPPING SLEEVE & VA�VE 33 12 25 EA 331.2.0001 FIR� HYDRANT 331240 EA 1a $a4.00 $704. 31 $490.00 $15,130. 1 $9,7SO,pp $9,76D. 1 $8,245.00 $B,245. 1 $12,668.00 $12,658, B $50_5.35 TolaiBaseBid� $7�429�343.30 Tatal Alternate A Bid $29 9B5.00 Tatal Afternate B Bid $50,$35.00 Taml I(Tofel Base Bid witU Altarnate A 8id) $1,459 328.3U TuYal2 {Tatnl B�sc IIid with AlMrnate B Bid) $1,479,878,30 EN� p�' SECTION The City reserves Ihe right so eclect the recponsihlo low hiJder of eitlier TotaI l or Tota[ 2 cin aFaaaTwo�rH STANDAIiD CQIVSiR[fCf10T' SPL�CIF[CA710M UOC[TMkTI'FS PROPqSEp RETAR4iNG WAI,L qT VIGKERY BLY�, CffYpRpJ&C7'MO. 1U2d4fi Ravisrd9/i0CtU2l 60 d100 Bld �l Wwlcpook RcY1 u�� '�� idder's �pplr"ca#ion Ofl 4313 61D 60N❑ �y1 a 1 nf 7 SECTION OQ �43 73 BID BONQ KNOW ALL BY TF�ESE PRES�NITS: ��y4+ ;n��, f�ort �ar#h Ci�rll Consiruc4vrs. bbC , ��^Y:^!f1 as n8idder'� I��re,n and A��nf1�Ut �l73�ICdI7G2 �Q"^ranV $ GG1:�U'�r�;.S glFf�:� �:!:� �Uthnrv7ed fR CI:.' �}4J51T1@SS Ifx Sflp �+,a+.p cf �c�x�s, hno::i� ��'8urety� F'Y2f2j�5� �r,�, h�;d �r�d fi :�!?!y I]i:U�nr� 41'l��J �ha {,��}' Of FQ!'! V1fOfIh; c^ �11E3fl1Cipal Cl'YfoOfcltlOfl CfG'8t8G� �?L�rSU�T1S t;] �rha :�!^,+S D: TrvYa�, Ic;�OWfl i?5 ��iiv" hereiry. in tha �ena! suYt� i3f five pB1'CenX {�°� }�f ��E��pr'S 1172F„mw�m �,iiri �rivS, I;l �c�;+�LJ� i'I'IQI7�v CJt kfla �Ji iitacl Statag� �'rJ �d �81� !;� k'�!� �''i .r!t1� �arr�nt �ount+f ��f;7S�S �"JF �Tl�.'' Qi:�'f^pflt Of WMS: h 8'�^1 Y4'4:!I i:^d L''U�`� kh bs m�t:�. �.�5 G!^� 4L4f5E�:r?5, b�� 12lfS, BXEC:ltOCS, adm�nistrators, :'s',:L'�9550f5 eild i'SS�Q�15, iOIFYfi1� e?nri aguarall�f, (ITI'�Iy �1 f;',h959 �iC�S81'IiS. ktifl-iFR�� ihp Princi{�a1 has submitied ,a uid u�r �ra�osal ta perform UV4�k for t?�e iollnwing ;�rojecr d�5��naiar� �as Fr�C}!-'C}�LfJ h'LTAIh;;A:� VI+A1.t A'? 11i[:ICEI?Y C�� I��►.N, T�j�!?F��, l'he ctir��ition of th;s ��I!�ati❑r. is �u�17 ihat if k�a �Ety sh�!� a�^r�:� �rig �cr;tr�rt ��r k}�B �prPgOing projeCt CU lha YI IriC�w�}, a^d kh� !�`rSr��iFas ;haii �;atisiy �l� f�quirements ��d c�!:ditions it��Lllra?� iQf tiE i�Y.�GU.!�!1 Oi FII�' {:bn±r4w: 3flr� c',n�a�C �^:or I^?O th� �t]�tr2C� En V'lfitln� 411t!1 Rn� Ci�j+ I� d�CUrn�rsL'G' LY'I+'1 kh�' l'2�R!S Uf SLICn v��e� �ht;fi k�t;s oh��atlon �rt8�� 7� S:^� �]wGS7�1� �FU11 :3�it� VOICI, 1F. IlOV42VE.'d the �'ii^C:i�al f'u�ls CO e�'aGuta n�rh �qntra�rf j� ��Cord�!?ci� WIF}� f i� t'�'^'S �f .`>�mg Qi ��I!5 °O satisfy a!I r[�quirements w^.�. ��1Cifinn5 €EC�Llira;,-i �'Vi 1�i3 �X�CllliOn 6� ��1� �O^.!�G�, ka1.s �70^C� uh?1� �¢CO;T:� the tirnn�rtv Of zN2 Cliy, Vk�it�lnU� fGCOS,�f9B flf i�:+� taTl!!r_.7��7 �rt��ilnr �iurafy, noi ta exceed the �Senalty I�ere�i, a�n� Sh�lf a� u&�d l'D Cb^'!pBf1Sa�G �ItY f�r th2 d�fFeranc-� �rxtwaPr� Pr�ncipal's Yu;�l 4�IG �mnuni W�� fi?�5 tj4�Kk sE1Qv.*ed b�ddef's to#�� bld s..�❑unt R�OV'�^�D FURTFaFF�. #h�# if �,^,�+ Is��l �ct!on he fiiad an this 13�n�, �een�e :�hall lfe �n Tarrant �o�fr:Y� Texas oE the 43nite� Srat¢� t�istrict Cot�n fcr tha #�.^,li'ht�rr� [;l.�,tnS'.l �f 'f�.�x�s� FOri thlvrtl� [,1i�ncinn. �iU W�TN`Cc W��uGn�� the F}'�iflCdp31 �Rf� I'}l� �[frB#;+ ha:�e ci��r�n a;7�i .�,v`K=6LEL1 �his ir,�*r�m�an� �y duly :�uthbrizsd �genCS u•^•:'J 4ffIGP.fB Qfl ��iis l#t� �:�t d�y oi A�!'�r _,�"Z2, P�i�r_.EpAL IFYTt Vynrth Givil �w�struGkors, �LC ^ BY; � � i� � � � 5i4nature r��-y,,, t ATTESF�f f 4 �� '"�^�. �„A ,31 t ��l►�.�r��Gf�ir °�� f �nl�{��ry_P.99 S{t0 �I CIp�� Al��!:8 3Tfd Ti11� � ; �. CI'IY OF �ORT WORTH STAN[IARD CONSTRllGTION SPECIFICATION pOCUMENTS PROFOSE� RETAINING WALL AT ViCKERY 6L+JD, CEFY i'R4�EC1 M1iO, 1D24#8 Revlsed 8/3012021 00 41 00 Hld Praposal':Nertcnaok nn as � 3 �i� soNo Page 2 nf 2 � 'l �� VV;^ess a o Surety �1!t�ch f�ower of Ai�amey {Surelyj For p,ltnrney-��y-Fa�t R�Udfe55: P•�7. �ox i�Y'!y�Y� I�Or* 4"s�YY#h5 YiL 3'B'��1 �U n�TY; Rr�onaut [iiC::rti::..�.� ��:�'n�nv f ` � � � �3 RV• 1 ' � �1'�.�.�-r`�� -. ignature p•;�•e� Rays �r�:v3�r�, pt±geRgy-in-Fact �yYmn anrl Tit�� Address- �.�. �^� 469011, Sa� 14;:.^::50, �'3i 7��4+�" "�`�;!:.�hone hlS1��W�. ��{4-3�7-8�'�'� 't�sote� If ci��ed i�y ar� a:flCEf aR t�4`�' .�'S'LEi$�}' C0:^nan�, there m�st kse o� fi!� a certifieri �xirac# fram kk�w by la:^:s �hCN�i�':� R't1�E t!?IS p�rS�� F1.�.8 i:Uih�rrf� 1'� wjall SLIC�I UF;ijOdLlQCI� G? xS4p!'�:��5 F}h]j51Ca� �Lr��wVS Is� d'lff4fB!1t �fai:l Jt5 fFlailln(� ��rirge,�S, n�Ttl ftiLlSt �B �CCviriP{J, TrF$ �t1T6 iJ�t kh6 �7�.^.d sn�!� ro: �}9 j7�lCf �� :�lw C��tB k�la �;Ontr�C� iS �arrfptj• �;?�?? (_s1� :�EC' J�Cr?N cirr ox �oar waRrH STAIVI]ARQ CpN3TRUCTION SP�CIFfCATION �OCIJM�NTS PROPOSED RETAINING WALL AT VICKERY BLVQ, CITY PRDJECT NO. 102446 Revised 913012021 af149 00 91d Propnsal WarkGaok � , Argonaut Insurance Company � � DeliverYes Qnly: �� V. Washin�ton, �4th Flov�° Ch�caga, YL 6Q6A6 United �tates Pos�al �ervice: P.O. Box 469011, San Antomio, TX '��246 P�'�V�R OF ATTQI�EY KNQW ALL MEN SY �i'HESE PRESENTS; i'hat the Argonaut Insurance Cotupany, a Corporation duly or�anized and existing under the laws of the 5tat� of Illinois and having its principal o�ce in the C�unty of Coolc, Iliinois does hereby nominate, constitute and appoint: . And a Rase Crawford Tro Russell Ke Debra l.ee Moo» J hn illiem Newb 5andra Lee Rone Joshua I�: 'Critt 5uzanne Elizaheth Niedzwiedz '�'heir true and lawful �gent(s} at�d attomey(s)-in-fact, each in their separate capacity if more than one is named �hov�, to make, execute, seal and deliver fnr and on its behalf as surety, and as its act and deed any and a116onds, contracts, agreements of indemnity and olher undertakings in suretyship provided, however, th�t the penal sum of any one such instrument executed hereunder shall not exceed the sum o�: $97.55Q.000.00 This Pavrer of At#oiney is granted and is signed and sealed under and by the authority of the fa]]qwing Resolution adopred by the Board of Directors of Acgonautlnsurance Gomp�ny: °RE30LVED, That the Presidan� Senior Vice l�reside�t, Vice President, Assistant Vice President 5ecretary, Treasurer and aach of them hereby is authorize.d to execute powers of aitomey, and such authority can be e�cecuted by u�g of facsimile signatura, which ma.y ba at�ested or acla►owledged 6y any offieer or attorney, of the Company, qaalifying the a#omey or attomeys name� ie the given power of attorney, to executa in behalf of, and acknowledge as the act and deed of iha Argonaut Insurance Company, all bond undertekings_and conYracts of suretyship, and to affix the corporate seal thereto." fN W1TNE5S WEIEREOF, Arganauk Iasurance Companq has eaused its offieial seal to be hereunto affixed and these presents to be signed by its duty authorized officer on the 1'9th day of Novernber, 2025. Argonaut Tnsurance Company STA'I'E QP TEXAS COiIN'i'Y OF HARRIS 55; f,��{��u��,,,;�� 1,��` �� I � � :�.�o F•:Q� � � ° � SEAL =�; . b,,: +� �� "6°S' Gary E. Grose President :��' •.. ..�' ,��,'' '''�i��;;n,,.}:.. On this 14th day nfNovember, 20Z1 A,D„ Uefore me, a Notary Public of the State of 'Fexas, in and for the County of Harris, duly commissinned and qualified, came THE ASOVE O�FIC�R OF'PHE COMPANY, to me personally known to be tFie individual and officer described in, and who executed tF►e preceding instrumetrt, and he acknowledged the executiun of seme, and being by me du�y swom, deposad and said khat he is the officer of the said Company aforesaid, and that the se��l affxed to the preceding instrument is tha Corporate 5ea! of said Company, and t4e said Corporate Seal and his signature as officer were duly affixeii and su6scri6ed to the said instrument by the autF�oriEy and dizectinn of the said oorppration, and that Resolution adopted by the Boa�'d of Directo�§ of said Company, referred to in the preceding instrument is now in force. IN TFSTI�M01�1' WkIE1tEOF, I have hereuntn set my hand, and afiFixed my Official Seal at the County of �larris, the day and yeaz first above written. ...,.�..... �ic7.+�'lll�xti `�IfYI. `'YY�.f.�.lv� tcars�t�� nn nneetcs �'"�4��=' NQTA�RY P4IBLIC STA"i"� �F TEXAS � N!Y G�MM. EXP.- O7f1 �"L'� � a" � ryQ'f'R RY Ib 55'T968-8 (Notary Public9 I, the undersigned O�icer of the Argonaut Insurance Company, illinois Corporation, do hereby certify that the original POWER OF ATTORNEY of which the faregning is a full, true and carrect copy is stil[ in full force and effect and Ras not becn tevoked. IN WI1"N6S3 WHEREOF, I have hereunko set my hand, and afFxed the Seal af said Ca�pany, an the �� &t dey of, �.pr�� aa�� . ; ;,.��.,.: � :; . ;�• ,; Eoe�`��F� n�: : �,� SEA�.:�, ;�:. ,�8 . r: -• �<GlNoyy .• ��'"'n * "`.�y•''`'. ��,.�=wY.._—_ -�r- _ � Austin W, King SeCretary IF YOU FIAVE QLiE�TTON� ON A,C'THENTTCITY OF THIS BOCUMEN3' CALL (833) 820 - 9137. r r •S � }� � �ii��1�� lV� T� ab�ain infortr�ation or m��e a c�mplaint: You may �all Ar��on�ut In�urance �ompany �nd i�� af�il�at�s by ��I�phon� for in�o�rrna�ion er� �o rmal�e a c�mpla�r�t, A��NAUi IiVSUR�►N�� G�l�PAf�I� Please �end all notice� of claim on fhis bond �o: �ergv Sure�y �laims (q�'� �) 173063�9 DeliV�r�ie� �nly: 2�5 �. �a�h�ngton, �4t" �loor, �hic�go, I� �0�0� Un��d States Po�tal Se�ic�� P,�. �o�c 4690� 1, ��n r4ntonio, iX ��4� You rna�+ contac�c �he T'ex�� epa�tment �� lnsuranc� fio obfiain in��rm��ion on �otnpanie�, cv�era��s, �ighf� or connp[a`rn�� at: (�`� �) 4��oi 007 You rn�y w�i�e fhe i�xa� D�pa�tmenf o� Insur�nce: P. O. �ox '� 4�97 04 Aus�in, �X ��4-9fi O4 ��: (�� ) �i�� 77� Vl�eb: h�pJlwn�.tdi.�tate.t_x.u� ��rr�ail: ��n�umer�Pratecfi�nCc7�di,s�a�e.�x.u� �R�MIUM �� C�LAIfVY D1SPUiI�S: Should you h�ve � di�put� concerning y�ur pr�mium vr about a clair� you �ho�ald contaci� your �g�n� ar �4rg� �ur�ty �irst. lf �h� disput� �� na� r��lv�d, you may contacrt �the Tex�s ��pa��rn�n� o� Insur�nc�. Ai�A�H iHl� NOiI��C i0 Y�UR ��f��: Th�s no�ice i� fio� in�orrn��ion only and does not be��me a pa�t or eendi�ion o� the afi�tached d��umen�i �nd i� given �o c�mpl� r��fh iex�s leg�l and regula�ory r�quirern�n��. Islam, iari ul From: Mandi Oldham <Mandio@fwci�con.com> Sent: Wednesday, July 13, 2022 2:22 PM Tc�: Islam, Tariqul Suhject: RE: Vickery Blvd Retaining Wall - CPN102446 Clktl�TlO[V; Thls emalY orl�inated fror� oU:Sid� oi Llr� �Ily of F+7rt Lilar#17 rinail sys#errt. �n not �II[�k �n�+ II�k�Cs o� �p�n dCk�C3lm�nks unle�� ynu �eto�;nt�e kh� s�nd�r and kr�our tnc �antenl is s3€e, Yes please replace.Thankyau!!! Thank you, Mandi Frorn: Islam, Tariqul <Tariqul.lslam@fortworthtexas.gov> Sent: Wednesekay, July 13, 2022 2:21 PM Ta: Mandi Ofdham <Mandio@fwci�eon.com> Subject: RE: Vickery Blvd Retaining Wal! - CPN1Q2446 Please review attached updated sectian QO 43 37. Let me know if it is gdod to replace the sectian QO 43 37 in your bid. 7hanks, Tariqul lslam Graduate Engineer TPW/Street Ser�ices 5001 James A�enue Fort Worth, T�C 76115 $17-392-248G tari uLislam �!fort��orthiexa�.gov City of Fort Wortla — Work�ng together ta huilrl a strong cammunity. �� Fram: Mandi Oldham <fVlandiaa�#wc�veon.com> Sent: Wednesday,luly 13, 20Z2 2:13 PM To: Islam; Tariqul <7ariet�tl.lslamC�?fanworthtexo„�;o�;> 5ubject: RE: Vickery Bl�d Retaining Wall - CPN�.02445 C11U1�aUN: TE7is �n7a�! arig�r�ated �ram outsidc �f t?;e Cfly uf Fur L Worth em�il sysCerr�_ Da nat cEi�k an+� lir�ks o� �prs�ti tikt�chn�er�ts � unle�ss you reCo�ni�� k#s� ser�der �r��f knUw 1lx� Content cs s�r�c. --- - . -- •-- Tariqul, That is so odd, I never fail at checking that. Please check mark "8" and add the bidder's name at the bottom. I apofogize! Thanl< you, Martdi Fram: Islam, 7ariqul <Taripul.lsfam@fortw�rthtexas.�o�> Sent: Wednesday, July 13, 2022 1:57 PM To: Mandi Oldham <Mandio@fwcivcon.cnm> Subject: RE: Vickery Blvd Retaining Wall - CPN142A�46 Hi Mandi, In your bid section 00 43 37 —Vendor Comp�iance ta State Law Non Resident Bidder, you didn't s�iect option A ar B. Please state with option you select, with your permission I'll updat� the section on your behaff and add bidder's name and address in bottom le#t of the section. please advise. Thanks, Tariqul Islam Graduate �ngineer TPW/Street Ser�ices 5001 James Avenue �ort Worth, TX 76115 817-�92-2486 tariqul.is lam�� fortwoi�ht�xas. �ar City af Fort T�'orth — Working together to builrl a straiag eosnr�unity. �0 �'�'�OR� From: Mandi Oldham <Mandio@fwci�con.com> Sent: Wednesday, July 13, 2q22 �.:42 P11/1 To: Islam, Tariqul �7ariUul.lslam@�ortwarthYexas.�ov> Subject: RE: Vickery Bl�d Retaining Wall - CPN -- - ---- - - _ _ I�AI�T CON: i-his emaif origir�ated From c�utsi�e �� !�e CiXy t�f Far� Waril� er€�ail system. pr� t�ot [Il�k 3;'ry Ifrrk� ar a�+en atka�hm�r�t5 s:�tiess yau rac�gnixe tFte se�d+�r ��r�f !€r��w t�e cankent Fs saE�. L-' � _ ' '._......_� . .._ _ __ � Hi Tariqul, Yes, please proc�ed with addingthat inforrnatinn. Let me know ifthere is anything else you need fram me. Thank you, Mandi Fram: Islam, Tariqul <Tari ulJsiam �To�worthi:.xas.��v> 5ent: Wednesday, July 13, 2022 1:35 PM Ta: Mandi �Idham <Man IO��YW4fV4Vfl.cwn> Subject: Vickery Blvd Retaining Wall - CPI� Hi Mandi, ln regards to your l�id received April 21., 2022 on subject mentioned project ii was identified that on section 0� 35 �.3 — Conf[ict of Interest Statement, the bidders name is missing at bottom left af the document. With your permission l like to add �idc{er's name as attached. Please ad�ise. Thanks, Tariqul Islam Graduate Engineer TPW/Street Ser�ices 5001 James AWenue Fort Warth, TX 76115 817-392-2486 td�iqui.islam �� for�wot'tlt�tcxas. ov City of Fort Worth — Working together to burlrl a strong commu�aifjr. F��T ��R'� oa as s� VEN�OR GOMPLIANCE TO STATE LAW Page 1 oF 1 SECTION 00 43 3T V�NDOR COMPLIANCE TO S�ATE LAW NOI� RESIDENT BIDd�R Texas Gavernment Code Chapter 2252 was adopted for the award of contracts ta nonresident biddars. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders {out-of state contractors whose corporate offices or principal plaae of business are autside the State of Texas) bid projects for construGtion, impro�ements, supplies or services in Texas at an amount lower than the lowest 7exas residen# bidder by the same amount thaf a iexas resident bidder would be required to underbid a nonresident bidder in order to obtain a eomparable contract in the Stat� which the nonresident's principaf place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to me�t specifications. The failure of nonresident bidders to do so will autamatically disqualify that bidder. Residenf bidd�rs must check the box in Section B. A. �[anresident bidders in the State of , our principa] pface of business, are required to be percent low�r than resident bidders by State Law. A copy o# the statute is atiached. Nonresident bidders in the State of , our principal place af business, are not required ta underbid resident bidders. B, The �rincipa! place of business of our corr�pany or our parent comparry or majority owner is in the State of Texas. ❑ BIDD�R: By: Austin Alumbaugh \, �. � � . , ��. (Signature)� � Title: Presideni � Date: 21-Apr-22 END OF SECTION C1TY OF FORT WORTM STAN�ARb CONSTRUGTION SPECIFICATiaN DOCUIVIENTS PROPOSE� RETAINlNG V'VALL AT VICKERY BLVE1, CITY PROJECT NQ. 10244fi Revised 9/30/2021 00 41 40 Bid Proposal Workbook_Rev2 00 45 12 PREQUALfFICA710N STATEMENT Page 1 of � SECTIOH 00 4� 1� PREQUAI.IFICATION STATEME�lT Each Bidder for a City procurement is required to complete the informatifln below by identifying the prequaliiied contraotors andlor subcontractors whom they intend to utilize for the major work type(s) fisted. Majar Work Type ContractorlSubcantractar Company Name P��qualification Expiration Date Water Distribution, 12-inch �p�{ Worth Civil Canstructors, LLC 4/30/2022 diameter and smaller The undersigned hereby certifies that the corttractors andlor subcontractors described in the table above are currently prequalified for the work types listed. BIDO�R: Fort Worth Civil Constructors, LLC By� A tin Alumba 4860 Mark N Parkway " � � (Signature) Fort Worth, TX i6'i �6 7itle; Preside�t � �ate: � ✓�� . �� `'��. ERlD OF SECTION CITY OF FORT INORTH STAIVbAi2b CONSTftUCTEON SPECIFICATIOI� DOCUMENTS PROP05E� RETA[NING WALLAT VICKERY BLVb, CITY PROJECT NO. 702446 Revised 09I3012021 00 a7 00 Bid Proposal Workbook_Rerr2 004526-1 CONTRACTORCOMPLIP.NC� WITH WORKER'S CO]�IPENSATIbNLAW Page i af 1 2 3 � 5 6 7 S 9 10 11 12 13 14 15 l6 t� 18 19 2fl 21 Z2 23 24 25 26 27 28 29 30 31 32 33 34 35 36 SECTION Op 4� 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Taxas Labor Code Section 406.096{a}, as amended, Contractor certifies that it pravides warker's c�mpensation insu,rance coverage for aII of its employees employed on City Project No. ] 02246 Contractor further certifies thai, pursuant ta Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontraator's certificates af compliance with worker's compensat�on coverage. CONTRACTOR: Fart Worth Civil Constructors, LLC Cvmpany 4860 Mark IV Parkwa Address � Austin Al��mha Signature: Fort Worth, TeXaS 76106 Title: p�siaent CitylStatelZip 'CHE STATE OF TEXAS COUNTY OF TARRANT � § (P�ease Print) BEFORE ME, the undersi�ed authority, on this day personally appea�red Austin Alumbaugh , known to me to be the �erson whose narne is subscr�hed to the foregoing instrument, and acknowledged to r�ae that he/she executed the same as the act and deed of Presidenl for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDERNIY HAND AND SEAL OF OFFICE this ��st day of April , ��22. ; � ` I � ,' f r , � � • 1( ' _ — _ `� - � ot Iic in and for the State of Texas 37 �e�� _- -- — ��'�'"'�. MA�iDi EVEN t `.hPq;r n�e : F 38 END OF SECTION =�.' � �, Notary Public, State of Texas jh =��'�� Comm. Expires 08-28-242? �� OF�� ` '^� 39 � lf��y1��` Norery ID 1 2431 71 0-� � C1TY OF FOKT WpRTH STANDARD CONSTRI]CTION SPECIPICATION DOCLTM�NTS Revised July 1, 2011 PROPO.SBD RETAINTNG'S'VALL AT VICIC�RY BLVD CITY PROJECT NO. ] 0244fi 004540- I I3usiness Eguity Goa! Page 1 Of 2 SECTIDN Od 45 4Q Busi��ss Equiry Goal � ,APPLICATION OF P�LZCY 4 If the total dollar value of the coniract is $100,000 or more, then. a Business Equity goal is applicable. S A Business Equity Firm re�ers ta certified Minority-, andlor Wamen-, awned Susiness Enterprises G (MIWBEs). 7 8 POL�CY STATEMENT 9 It is the policy of I:he City af Fo�� Worth to ensure the full and. eguitahle participation of Business Equity lfl Firtns when applicable, in �he p.rocurennent af alj goods and seivices. All requirements and regulatians l l stated i.n the City's Business Equity Ordinance No.25 1 65-1 0-202 1, (replacing Ordinance No. 24534-1 1- l2 2020 {codified at: htt s:llcoti.:libr .amle al.co�ni�odc�,'ft�worth/katesvtiw4� t�O-U-U-2�593} apply to !3 this bid. 14 15 SUSINESS E UITY PRO ECT GOAL 16 The City's Business Equity gaal on this project is 12% of the total bid value of the contract (Base bid I7 applies to Parks and Camrr2unity .ServicesJ. 18 19 METHODS TO COMPLY WITH THE GOAL 2Q On City contraets whez•e a Business Eguiiy Gaal is applied, offetnrs are t�equired �o camply with the City's 21 Business Equity Ordinance by meeting or exceeding the above stated goal or otherwise comply with the 22 at•dinance through one of the following methods: 1. Cornmerciafly useful services per�ormed hy a 23 Susiness Equity priYne contractor, 2. Business Equity subcontracfing participation, 3. CornUination 24 af Business Equity prime services and Business Equity subcanfracting participation, 4. Susiness 25 Equity Joir�i Venture/Mentor-Prot�ge participation, 5. Good Faith EfforE documeniation, or 6. 26 Prime contractor'Waiver doeumenta�ion. 27 28 29 30 31 32 33 34 35 3G 37 38 39 40 41 42 SUSMITTAL OF REQiTIRED DOCi1MENTATI4N Applicahle documents {listed below) rnust be received by tlte Purchasing Division, OR the offeror shall EMAIL thc Business Equity doeumentation to the assigned City af Foi�t Warth Project Manager ar Depat�trnar�t Designee. Documents are ta be received no later th� 2:QQ p.rn., on the third City 6usiness day after the bid opening date, exclusive of the bid opening date. The Offej�flr must submit one or more afthe follawing documents: I. Utilization Form and Letter{s) nf Intent, if the gaal is met or exceeded; 2. Gaod Faith Effort Form and Utilization Form, ineluding supporting documentation, if pat�ticipatian is less than stated goal, oe no Business Equity participation is accomplished; 3. Prirne Cantraetor Wa9ver Farrn, including supporCing dacuraentation, if the Offeror vWill p�rfarm all subcontracting/supplier opportunities; or 4. Joint VenturelMentor-Prot�ge Form, if goal is met or exceeded with a Joint Venture or Mentor- �'rotege partieipation. �3 These forrns can be found at: 44 Business Equity Utilizatian F'orrn and Lettet• of Intent 45 httns:lia�aps.fortworiht, _ ��{'ProiectlResdurceslR�suurceSPlbU%��}- 46 %20MWBE/NEW%2QB� ��n...,s%20E ui %200rdinanceBusiness°/a20E ui %ZOUtiJizatinn°/v2aForm. 47 �d£ 48 49 Letter of Irttent CITY OP FOR1' WORTH STANDARD CONSTRUCTION SPECIF[CATIOI+I DOCUMENTS Revised October 27, 2021 VICT{ERY BLVD RETi�INING VNALL City Project No. L02446 oaasao-2 Business Equity Goal Fage 2 of 2 2 3 �- 6 7 8 htt�s://a�ps.fortwortl�texas.�ovlProjectResources/ResoureesP160 - MWBE/NEW Business_,�Quitv OrdinancelLetter of Intent-2fl21.pdf Business Equity Good Faith Effort Form htt s:lla s.fortwarthtexas. ov/Pro'eotResources/ResourcesP/60%20- %�OM WB E/1r1EW %20B usiness°/a20Eauitv°/fl200rdi nance/B us iness%20Equitv%20Good%20Paith%20Ef fort%20Form. df 9 Business Equity Prime Contractoi� Waiver Form 1Q https:llapps.fortworthtexas, o�/PrajectResources/ResourcesP/60%2Q- 11 %20MW8EINEW%20Business%20Equit,y%200rdinanceB��siness%20Equitv%2,OFrime°/a20Contractor 12 °lo20Waiver.pdf 13 14 15 16 17 18 ]9 20 �i 22 23 24 25 26 27 28 29 30 31 32 Business L�quity Join� Venture Farm https:lydpps.forr�worthtexas. ovlProjectResources/ResourcesP/60%20- %20MWBE/NEW%20Bu:.iness%20Equi , °ty/o2QOrdinanceBusiness%20Equi , %20Joint%2QVenture pdf FAiLi1RE TO ACHIEVE THE GOAL OR O'�HERWISE C�MPLY WTTH THE QRIDNINACE WILL RESi)LT IN THE BIDDERIDFFERDR BEING DECLARED N�N-RESONSIVE AND THE BTD RE.JECTED, FAILURE TO SUBMIT THE RE UIRED BUSINESS E UTY DOCUMENTATI�N OR OTHERWISE C�MPLY WITH THE ORDTNANCE W�I.,I, RESULT W THE BID BEING DECLARED NON- RESPONSIV�. THE B_TI} REJ�CTED AND MAY SUB_TECT THE BIDDER/OFFEROR TO SANCTIONS AS DESCRISED IN SEC, ZO-373 �F '�HE ORDINANCE. Far Questians, Please Contact The Susiness Equity Divisinn of the Deparhnent af Di�ersity and Inclusion at (817) 392-2674. END DF SECTION CITY OF FOR't WQRTH VICKERY SLVD RETAINING WALL STANDARD CONSTRUCTION SPECIFICATIpN I]pCU�iENTS City Project 1Vo, ]0244b Re�ised October 27, 2021 p05243- 1 Ab eemeni Yage 1 of 6 SECTZON 00 52 43 AGREEMENT THIS AGRE�MENT, authorized an J�une 28t'', 2422, is made by and betwee�z the City of Fort Worth, a Texas home ivle municipality, acting by and through its duly authorizad City Manager, {"City"), and Fart Wo�•th Civil Cnnstructors, LLC, authorized ta do business in Texas, acting by and thj�ough its duly aUthorized �'epresentative, ("Contractor"). City anid Contractor may jointly be referred to as Parties. City and Contract:or, in consideratian of the mutual covenants hez•ei.nafter set fortl�, agree as follows: Article 1. WORK Cont�•actor shall complete all Wot'lc as specified or indicated in the Co.n.tract Doeuments for the Proj�ct identified herein. Article �. PROJECT The project for which the Worlc under the Contract Documents may be the whole or only a part is generally described as follows: Vickery Blvd Retainin�, Gity Project No. 102446 _ � Article 3. CONTRACT PRICE City agrees ta pay Cantractor for performance of the Work in accordance with khe Contract Documents an amount, in cuimenk funds, of ONE MII�LI�N, FOUR I3UNDRED FIFTY�NINE THOUSAND, THREE �I[TNDRED TWENTY-EIGHT AND 3d1100 Do�iars {$1,459,32$.30). Contcact prlce may be adjusted by change orders duly authnrized by the Parties. Article 4. CONTRA.CT TTMT 4.I Final Acceptance. The Work shall be complete far Final Acceptance within 15S days after the date when the Coniract Tim� cammences to run, as provided in Paragraph 2.02 of the General Conditions, plus any extension thereof allowed in accarda�lce with Article I2 of the General Cnnditians. 4.2 Liquidated Damages Contractor reeognizes that tims is of the essence far completion of Milestones, if any, and to achie�ve Final Acceptance of the Work and City and the public wifl suffer from loss of usa if the Wark is not coinpleted within the time(s) specified in Faragraph 4. L above. The Cont�'actor also recognizes the deiays, e�zpense and difficulties �n�olved in proving in a legal proceeding, the actual lass sui%j'ed by the City if the Work is not campketed on time. Accordingly, instead oi requiri.tag any sucli praof, Coniractor ag��ees that as liquidated damages fat' delay (but not as a penalty), Contr�ctar shall pay City Six Hundred Fifty AND 00/100 Dollars ($650A0) for eacli day that expires after the time specified in Paragraph 4.1 for Final Acceptance until the City issues the Final Letter of Acceptance. C1TY OC FORT WORTH VICKEItY BLVD IZETAIMNC'i WALL STAIVDARD CONSTRUCTION SPECIFICEYTION DOC[7MENTS City Project No. 10244G Revised f 1i23/2D21 005243-2 Agreement Pa�e 2 of 6 Article 5. CONTRACT DOCUMENTS S.1 CONTENTS: A. The Contract Docutnents which comprise the entif•e agreement between City and Contractor concei�ning tf�e Work coilsist of ihe follawing: I . This Agreement. Attachments tfl this Agt•eeinent: a. B[d Form 1} Proposal �`orm 2} Venc[ar Campliance to Staie Law Non-Resident Bidder 3) Pt•equalification Statement A) State and �'�deral documents (projectspecificJ 6. Current Prevailing Wag;e Rate Table c. Insu�•ance ACORD Form(s} d. Payment Bond �. Performanee Bond f. Maintenance Bond g_ Power of Atiorney for 1he Bonds h. Worker's Coznpensation Affidavit i. MBE aridlar SBE Utilization Forin 3. General C.onditions. 4. Supple�nentary Conditions. S. Speciiications specifieaily made a paz� of the Cont�•act Documents by atiachment or, if not attached, as incorporated by r�fer�nce and described in the Table of Contents of the Project's Contract Documents. 6. Drawings. 7. Addenda. 8. Documentation submitYed by Contractor prior to Notice of Awa�•c�, 9. The fo1lawing which may be delivared or issued a$er the Eff�ctive Date of the Agreement and, if issued, beconne an incorporated paet afthe Coiltract Documents: a. Notice to Proceed. b. Fieid Orde�-s. e. Change �rders, d. Lette�• of Final Acceptance. Artiele 6. INDEMNTFICAT�QN fi1 Contractar covenants and agrees t4 indemnify, hold harrnless and defend, at its awn expense, the city, its ofFcers, servawts anc� employees, from and against a�ny and all claims arising aut of, or alleged ta arise out af, the work and services to be perfarmed by the contractor, its officers, agents, employees, subcantractnrs, licenses or �nvitees under this contaract. This indemn#fication ra�ision is s ecifcall intended to o exate and be effective even if it is alle e� d ar proven that all or some af the darnages bein� saught_were caused, � whoIe or in part, b+�any act, amission or negli�ence of the city. This indemnity provision is intended to include, without limitation, indexnnity for costs, expenses and 1ega1 fees incu�rred by the city in defending against such claims and causes of actians. CITY OF FORT WORTCC ViC[{�RY BLVD RETA[1V1NG WALL �TAIVDARD CONSTRUCTIQN SPECIC'ICATION DOCUMENTS CiEy Project No. 102q4G Revised 11/23I2021 Q05243-3 Agree3nent P3n@ � 0�6 6.2 Cantractor covenants and agrees to indcmnify and hold harmless, at its own expense, the city, its ofCcers, servanis and emplflyees, firom axad against any and a113oss, damagQ or desfructian oi property of the city, arising out af, or alleged to arise out of, the work and services to be performed by the contractor, i#s officers, agents, etnployees, subcontractors, licensees or invitees under tlais caniract. This indemnifcation rovisian is s ecificall intended to o erate and be effective ev�n if it is alle ed or roven ihat all or same af the dama es bein sou ht were caused in w�tole or in art hv an� act, nmission ar negligence of the ci#y. Article 7. IWiISCELLANEOi]S 7.l Terrris. Terms used ir� this. Agreement which are defned in Article l ofthe General Conditions will have the meariin�s indicated in the General Conditions. 7.2 Assignment of Cantt'act. This Agreement, inclucfing all of the Contract Documants may not be assigned by �tiie Contractor withnut the advanced express written cansent of the City. 7.3 Succ�ssors and Assigns. Ciiy and Contractor each binds itself, its �ai�tners, successors, assigns and legal rep��esentatives to the other party hereto, in respect to all co�renanfs, agreements and obligations contained in the Contract Documents. 7.�- Se�erabilitylNo�-Wai�er of Claims. Any provision or part af the Con�act Documents held to be unconstitutional, void or unenforceab�e by a court of competent jur[sdiction shall be de�med st�•icken, and all remaining provisions shall continue to be valid ar�d binding upon City and Contractor. The failure of City or Contractor to insist upan the perfo�•mance of any term or provision of this Agreement or to exercise any i-ight grar�ted herein shall. not constitute a waiver of City's ar �ontractor's cespective right to insist upan appropriate performance or to assert any such right on any future occasion. 7.5 Gover�ing Law and Venue. This Agreement, incluciing all of the Contract DocUmer�ts is performable in tite State of Texas. Venu.e shall be Tarrant C�unty, Te�as, or the United Sfates District Court %j� the No�-thern District af Texas, Fori Worth Division. 7.6 Au�arity to Sign. Contracior shall aitach e�idence of authority to sign Agt•eement if signed by sameone otl�er than the duly authorized signato�y af the Contractor. 7.7 Non-appropriation of Funds. In the e�ent no funds or insufficie.pt funds are appro�riated by City 1n any fiscal period �o�' any payments due hereunder, City will notiiy Vendor of such occurrence and this Agreement shall terminate on the last day of the fiscal period far which appropriations were r'eeeived without penalty ai• expense to City of any kinci whatsoever, except as to the portions of the paynients herein agreed upon for which funds have been appropriated. CITY OF FORT WORTH VICrC6RY BLVD RCTAINING WALL STANDARD CONSTRUCTIOI� SPECIFICAT[ON DC)CUMENI'S City ProjectNa. 1a24�46 Revised 1 1123 /20 2] fl05243-4 Agreemcnf Page �r af G 7.8 Prohibition On Contracts Wiih Companies Baycotting Israel. Contractor, unless a sole proprietor, acicnowledges that in accc�rdance vt+ith Chapter 2271 of tlie Texas Go�ermnent Code, if Coiitractor has 10 or more fuil time-employees and the contrac.t value is $100,000 or rr�e3�e, the City is prohibited frorn entering into a contract with a campany for goods or services unless the contract canta�ns a written vet•ification from ihe company that it: (1) does not boycoit Ist•ael, and (2} w'rll not boycatt Israel during tlae term of the cantract. The terms "baycott Israel" and "campany" shall ha�e the meanin�s ascribed to those terins in Sect�on 808,p01 of the Texas Government Code. By signing this contraci, Contractar certifies tha# Cantractor's signatu�e provides written verification to the Ciiy fihat ii Chapter 2271, Texas Governiment Code applies, Cantractnr: (1) does not boycott Israel; and (2) will not boycott Israel during the term nf the contract. 7.9 Prohibition on Boycotting �,nergy Companies. Conteactor acltnawIedges that i� accordance with Chapt�r 2274 �f the Texas Gov�rninent Code-(as added by Acts 2021, $7ih Leg., R.S., �_B. 13, § 2), the City is prohibited from entering into a contract for goads nz� services tl�at has a value of $100,OQ0 or rnore, which will be paid wi�olly ar pa�-tly fi�om public fiuids of the City, with a company (with 10 ai` mot•e fs�ll-ti�ne etnployees} unless the contract contains a written v�rification fi�om the company that it: {1) cfoes not boycott enex�gy companies; ar�d (2) will ilot boycott energy �ortipanies during tYae term of the contcact. �'he terms "boycQtt energ,y campany" and ``cnmpar�y" have the meaning ascribed to those terms by Chaptes• 2274 of the Texas Government Cade (as added by Acts 202I, 87th Leg., R.S., S.B, i3, § 2). To the extent that Chapter 2274 of the Gavernment Code is applicable to this Agreement, by signing this Agreement, Contractor cer�ifies that Contractor's signature provides written verification to the City tihat Contractor: (1) dnes not bnycott energy campanies; a�nd (2) wi11 not Uoycot# energy companies during the term of this Agreernent. 7.10 P�•ohibition an Discriminaiian Against Pirearm and Ammunition Industries. Contractor aeknowledges that except as otherwise pxov[ded by Chapter 2274 o�'th� Texas Government Code (as added by Acts 2021, 87th Leg,, R.S., S.B.. 19, §�), the City is prohabited fi•om en�ering into a contract for goods or services that has a value of $1q0,000 ar mot•e which will be paid wholly or partly from public funds af the City, with a company (with 10 or mo�'e full�time employees} urAless Che contract contains a written verification fi�om the conapan� that it: (1 } does not laa�e a practice, po.licy, guidanee, or directive that discriminates against a firearm entity or firearm trade assoaiation; and (2) wi[I not discritninate during the term of the contract a�ainst a firearm antity or fireaa•m trade association. The terms "discrirninate," "fi�eartn entity" and "frearm t�ade ass.ociatian" have the meaning ascribed to those terms by Chapfer 2274 of the Texas Govern�r��.nt Code (as addet[ by Acts 2021, S�th �.eg., R.S., S.B. 19, § 1}. To #he extent that ChapYer 2274 o£ the Ga�ernment Code is applicab.le to �s AgreernenE, �y signing this Agreenr�ent, Cotttractar certifies that Contractar's signature pra�+ides written verificat�on to the City that Canfractor: (1} daes not have a practice, policy, guidance, or directi�e that discrirninates against a firearm entity or firearm trade associat�on; and (2} wi11 not discriminate again�st a firearm en�ity or �earm trade assflciation dutimg the term of this Agreernent. CITY OF FORT WOItTH VICKERY BLVp R�TAINING WALL STANDAl2D CONSTRUCTIC3N SPECIFICAT[ON DOCUMEN'fS City ProjectNo. 102q46 Revised l i/23J2p21 005243-5 Agreement Page S af b 7.11 ImmigeationNatianality Acf. Conti•aetor shall verify t�e identity and employment eligi6ility o.f its einployees who petform worle under this Agraement, including completing the Ernployinent Eligibility Vex•ification Form {I-9), Upon request by City, Contractor shall pravide City with copies of all I-9 fdrrtzs and supparting eligibifity docuinentation fa�� each emplayee wha performs work under this Agreement. Contractor sY►a11 adhere to all Federai and State laws as we11 as establish appropriate pracedures and cantrols so ti7a1: no services wili be pei•formed by any Contractor employee who is not legally eligibie tQ p�rform such services. CONTRACTOR SHALL TNDEMNIFY CITY AND HOLD CITY HARMLESS FROM ANY PENALTIES, LTABILITIES, OR LOSSES DUE TU VIOLATYONS OF THIS �'ARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, SUSC�NTRACTORS, AGENTS, OR LICENSEES. City,. u�aon written notice to Contractor, shaIl have the right to immediately term.znate this Agreement for viQlations of this provisian by Contractor. 7.,12 Nn Third-Party Beneficia�•ies. . This Agreement gives no rights or benefits to anyone other than the City. and the Contractor and tlaere are no third-party beneficiaries. 7.13 No Cause of Action Against Engineer. Conti'actox', its subcont�actors and equipment and materials suppliers on the PROJECT or their sur�ties, shall maintain no direc� ac�[on against the Engineej•, its afticers, employees, and ' subcantractQrs, for any claun arising out of, in connection with, or resulti�� fi'om the engineering services pet�formed. Or�iy the City will be the beneficiary of any undertaking by the Engineer. The presence or duiies af the Eng�neer's personnel at a constiuction site, whether as on-site representatives or otherwise, do not make the Engineer or its personnel in any way responsible for those duties that belong to the City and/or the City's constructian contractors oi• other entities; and do nat relieve the construetion contractoes or any other entity of theic objigations, duties, and responsibilities, including, but n�t ]it�ited to, alI construction methods, means, techniques, sequences, and proc�dures necessaty far coordinating and completing all pot�ions of the cons#ruction wark in accordance with the Contract Docurnents and any health or safety precautions required by such canstruction work. 'Fhe Engineer and its personnel have no authority to exercise any can�t•ol over any Construction contractar or other entity or their emplayees in connection with their work or any health or safery precautians. CITY OF FDRT WOATH VICKERY BLVD RETAIMI�G WALL STANBARD CONSTRUCTION SPECI�ICATIQN DOCTJMENTS City Project No. ] 02446 Revised ]1I2312021 005243-G An eement Pagc b oEG IN WITNESS WHEREOF, City and Contractar l�ave each execuYed this A,greeinent to be effective as of ihe date subscribed by t�►e City's d�signaked Assistant City Managel• {"Effective Date"). Gontractor: Fa�•t Wnrth Civil Constiuctors, LLC By: Au�ia 6�,.�ro�ma��r�iwmn��n xa eauie..�sac' ,,,,�.., ��....._"u, n , , .. __ � Signatu�'e Austin Alumbaugh (Prinied Name) President Title Address 486Q Marlc IV Pailcway City/State/Zip Fort Woi�th, TX 7G106 Aug x2, 2022 Date City of Fo��t Woi�th By: 4 ili� R�.. �r A William M Jahi3son, Assisfiant City Managea� „t) ■. � � . • _��z.� v.�s � � __ ,., ,. .� _ � � Ll�l.71X� .,� A ?.� a � i� � ' s�� ,lannette Goodall, City Secretary i3 (Seal) M&C; 22-0541 Date; Ob/2&12022 Form 1295 No,; 2022-883228 Contract Co�npiiance Mana�e��: By signing, I acicnowledge t�iat I auz the persnn res�onsible for t1�� monitaring and adEr�inist�•ation of this contracf, including ensuring all performance and reporting requiremer�ts. �" ;' Tariqul Islam Project Manager Approved as ta Fo�m and Legality: �l Douglas W. Hlack Sr. A�sistani City Attoi'ney APPROVAL RECOMiVILNDED: .GR�k.x. P..� �,suretl Prieur, I.nte�•im Directn�� Transpot�tation & Fu61ic Works Deparitnent � �, CPE'Y OP POILT' WORTE{ STAS+fDARD CDNSTRiJCTION SPECIPICATION I]OCUMGN'1"5 Revised 11/2312021 -i V1C[CEiiY �fLVD RETATNIt1� �u�� ; %rt� ��.,. '�[a �' _;rn�ti-�� ,:��g `�+ B UU 6l 13 - l PERFORivIA1�CE i30ND Page l of 2 ERanef; SUR006'�437 1 2 3 4 5 6 7 THE STATE OF TE�AS COUNTY OF TARRANT SECTION 00 6� 13 PERFORMANCE BOND § � KNOW ALL BY THESE PRESENTS: � 8 "Chat we, FORT WORTFI CN�L CONSTRUCTORS, LLC, known as "Principal" herein ';'9`:,;'`; .:�nd: wr�on�at ��s�r�n�e eon,pan , a corporate surety(sureties, if rnore ��'` � ' �' �,'- � 1�� ►an one) duly authorized to da business in the 5tate of Texas, l�nown as "Surety'° herein {whether .... ; ;. T.. ,� ,�; ; 11 �. one o,r triciz'e}., are held and firmly bound unta the City af Fort ViWorth, a municipal corporxtion . .. ,�,. :-;,, , � 1'2;.� �`, created p��rsuant ta the laws of Texas, lrnawn as "City" herein, in the penal sum �% ONE ��13•��' �� MILLIQN, FO�JR HUNDRED TIFTY-NINE THQC7SAND, THRE� HUNDRED -�.' ' l4 � TWEN'I`Y-EIGHT AND 301100 Dollars ($1,459,3�8.30), lawful znoney of the United States, to . . _,,5� . �� 15 �be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly ta be `1G ..made, we bind ourselr+es, our heirs, execuiors, administrators, successors and assigns, jointly and � l7 '� se�erally, firm�y by these presents, 18 19 2Q 21 WHEREAS, the Principal has entered into a certain written contract with the City awardad the 28t� day of Jun�, �022, which Contract is hereby referred to and made a part hereof for all purposes as if fully sef forth herein, to furnish all materials, equipinent labor and other accessories de�ned by law, in the prosecution of the �Iork, including any Change Orders, as 22 pravided for in said Coniract designated as Vickery S1vd Retainrag Wa11, City Project No. 23 102446. 24 25 26 27 28 29 30 31 32 NOW, THEREFORE, the conditiQn of this obligation is suc�a that if the said Principa.l shall faithfully perform it ohligations under the Cantraci and sha�l in all respects duly and faithfitlly perform the Woric, including Change Orders, under the Cantract, accordin� to the plans, specificafions, and contract documents therein referred to, and as we11 during any period of extension of the Contract fihat may be granted an the part of the City, khen this obligation shall he and become null and void, otherwise to remain in fuli force and effect. PROVIDED FURTHER, that if any legal action be filed on this Bond, venue sha�l lie in Tarrant Cnunty, Texas or the United Staies District Co�rt far the Naethern District of Texas, Fart Worth Division. CITY OF FOAT WORTI�I STANDATZD CONSTRliC7'ID3rl 5PI'CIPICA'170i�f D�CIIMENT5 Revised 7uly I, 201 l VICKERY BLVD [�ETAINWG WALL City Praject Na. ! 02446 aa6� is-2 PEIZPORMA3�€CE BpND Page 2 of 2 This bond is made and executed in compliance with the pravisiqns of Chapter 2253 of the 2 3 � S 6 7 8 9 ia i� 12 S3 14 1S l6 l7 18 19 20 2l 22 23 24 25 25 27 28 29 3a 31 32 33 34 35 3$ 37 38 39 40 41 42 43 44 'Cexas GQvernment Code, as amended, and all liabilities an this bond shall be detez'mined in accordance with the pro�isions o.f said staiue. IN WTTNESS WIiEREQF, die Principal and ihe Surety have S�GNEI� and SEALED this instrumeist by duly authorized agents aitd officers on this ttie ��th day of July � 2fl 22 ATTEST: (i'rincipa� Secretary . , �� ' � � - s as to Principal � I � , ` . Wifi s as to S u � Address: 4860 I1Rlark IV Parkway Fort Vilorth, TX 76106 SURETY: Arganaut [nsurance Company BY: { .� ` � .1` � ,��- Sigiiakure � Andr�a Etose Crawford, Attorney-in-Fae# Name. and Title Address: �.o. �ox 4sso� 1 San Aaton9o, TX 7�2b6 Telephona Nwnber: 27 0�21.840U *Note: If signed by a�i officer of the Surety Company, there must be on file a certified �tz'act from the by-laws showing that this person has authority to sign sucli abligatian. If Surety's physical address is different fram its mailing address, both must 6e provided. The date of the bond shall not be prior to the date the Contract is awarded. cirY or roxx woxTx 5"CAtVDARD CONSTRUCTION SPECIFICATION bOCUMEtV'1'S Re�ised luly 1, 2011 VICKtiRY BLVD RETAINiNG WALL Ciry Projec[ No. I Q2446 PAINGIPAI,: ' oo�i �a. i PAYMGNT BDND Page 1 of 2 �ond: S1J�006743'[ 1 z 3 4 5 6 7 8 9 TH� ,STATE QF TEXA$ COUNTY QF TARI�ANT sECTrorr o0 6x �a PAYMENT BQND � § KNOW ALL BX THESE PRESENTS: § That we, FORT WORTH CIVLL CONSTRUCT4RS, LLC, knawn as "Frincipal" herein, aCld Argonau! Insurance Company� ., , a corporate surety (stiu•eties), duly authorized to da business in the State of Texas, known as "Surety" herein l6 {vahether one or mare), are heid and firmly bound unto the City of Fort Wflrth, a municipal 11 corparation cr�ated pursuant to the laws of the State of Texas, lcnown as "City" herein, in the 12 penal sum of ONE MILLION, FOUR HUNnRED FIFTY-NIN� THOUSAND, THREE 13 HUNDREA TWENTY-EIGHT AND 301100 Doliars ($1,459,328,30), lawful money of the 14 United States, to be paid in Fort Worth, Tarrant County, Texas, %r the payment of which sum IS 16 l7 18 well and truly be made, we bind aurselves, our hazes, executors, administrators, successors and assigns, jointly and severally, firmly �y these presents; WHEREAS, Principal has entered into a certai�t vvritten Contract with City, awarded the 2$t'' day' of June, �022, which C.antract is hereby j�eferred ta and made a part hereai for all 19 purposes as if fully set forth herein, to iurnish all materials, equipr►aent, labor and ather 20 accessori.es as defined by law, in the prosecution ofthe WQrk as provided fur insaid Contract and 21 designated as Vickery BE�d Retaining Wall, Ciiy Praject No. 1U244b. 22 NOW, THEREFORE, THE CONDITION D�' THIS OBLIGATION is such that if 23 Principal shall pay all monies owing to any (and all) payment bond benefciary (as defned in �4 Chapter 2253 of the Texas Gavernment Code, as amended) in the praseculion of the Work under 25 the Cantract, then this nbligatior� shall be and become null and void; otherwise to remain in full z� 27 28 29 30 force and effect. Tlvs bor�d is made and executed in compliance with the provisions af Chapter 2253 oFthe Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the pro�visions of said statute. crr�r oF roRT wor�rx STANDAI� CONSTRUCTION SPECiP'ICATfON DOCUMCNTS Revised hily 1, 2U1 l VICI{ERY BLVb RETAINING WALL City Project Nn. 10244U 4Q 61 14 - 2 PAYNiisN"C SON� P�ge 2 of 2 ! 2 3 4 5 6 7 8 9 10 �� 12 IN WITNESS WHEREOF, the Principal arid Surety lzave each SIGNED and SEALED this instrument by duly authorized agents and officers on this tne a�th day of dulY , 20 �2 PRINCIPAL: Fort Wartl� Civil Construetors, LLC I:4M��I►�� Y (P�ipa . Secretat� �� +� ' � � ss to Principal ATTEST: �' 1 ,.� a ' ,r_ - ; (Surety) 5ecr ary y, l� � �, _ Witn s as to Sa ti�c .�, • SURETY: Argonaut Insurance Company � � I� BY: � ' � � �� Signature Andrea Rose Crawford, Alforney-in-Fvat Name and Title Address: �•O. �ox 469014 San Antonio, TX 7�i46 Telephone Number: 270-327-saoo Note: If signed by an of�cer of the Surety, thez'e must be on fle a cerCifed exh•act from the bylaws showing that this parsan has authorit�r fo sign su.ch obligation. If. 5urety's physical address is different from its mailing address, both must be provided. The date of the hond shall not be pcior to tlie date the Contract is awarded. ENn o� sEc�oN CI7'Y QF l OR3' WORTH 5TAIVQARD CONS'1'RUC1']ON SP�CIFIC;ATION DOCUMGNTS Acvised July S, 20l l VECICERlf BLVD RE7'AIAlING WALL City Project No. 102446 Address: �860 Mark IV Parkway Fort Warth, TX 76106 Ofl 61 19 - 1 MAINTF'sEVANCE BOND Page 1 of 3 �ond: SUR0067431 SECTIQN 00 61 19 MAINTENANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: CQUNTY OF TARRANT § That we FORT WORTH CIVIL CON�TRUCTURS, LLC, known as "Principal" herein and IArgoaaut Insurance Cornpany , a corporate surety {sureties, if more than ane) duly authorized to do business in the State of Texas, krzown as "Surety" herein {whether 1 2 3 4 5 6 7 8 C� 10 qne or more), are held and firmly bound unto the City of F'ort W�rth, a municipal corparation L t created pursuant to the laws of the State of Texas, lcnovUn as "City" herein, in the sum of ON� l2 MILLION, F4UR HIINDRED F3FTY-NINE THOUSAND, THREE HUNDRED TWENTY-ETGHT AND 30/1U0 Dollars ($1,459,328,30), iawful money of tlle United 5tates, to be paid in Fort Worth, Tarrant County, T�xas, for payment of which sum well and truly be made unto the City and its succassors, we bind ourselves, our heirs, executars, administra�ors, successors and assigns, jointly and severally, firinly by these presents. VV�IEREAS, the Principal has entered iuto a certain writte» cantract with the City awarded the Z$th day of June, �02�, which Cantract is hereby reFerred tp and a made part hereof for all 13 14 15 16 Z7 18 19 20 purposes as if fu11y set farth herein, to furnish all materials, equipment labor and other accessories 21 as defined by law, in the prosecution of the Wark, including any Work resulting from a duly 22 authorized Change Orde�� (collectively tserein, the "Work") as provided for in said contract and designated as Vickery Blvd Retaining Wall, City Project No. 10�446; and WHEREAS, Principal binds itself to use su.ch materials arsd to so construct the Work itt accardance with the plans, specifications and Contract Documents that the Work is and will remain free from defects in materials or wvrlsmanship fa� an;d during the perio.d of two (2) years aftez' the date of Final Acceptance of ti�e Work by the City ("Maintenance Period"); and WHEREAS, Principal6inds itself to repair ar recansYruct the Work in �hole or in part upon receiving notice fi•om the City of the need therefor at any time within the Maintenance Period. 23 2�4 25 26 27 28 29 30 31 32 33 Cl'1'Y OF rOIiT WORTH STANI]ARB CqNSTRUCTION SPECIFICA'TTON bOCUMENTS Revised 7uly l, 20.11 V1CKT:RY BLVD itE'I'AlIY1NG WALL City Project Na. 1fl2446 1 2 3 4 5 6 7 8 9 lU I1 12 13 l�F 15 16 I'7 18 19 dOfl 19-2 NIATi*lT�AfANCE BOI+Id Pnge 2 of 3 NQW THEREFORE, tlie condition of this obligation is such that if Principa� shal] rernedy any defectiv� Work, for which timely notice was Urovided by City, to a completion satisfacfory to tl�e City, tiien this obligation shall become nu�l and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal skall fail so to repair or reconstruct any timely no#iced defective Work, it is agread that the City naay cause any astd all such defective Work ta be repaired and/ox recp�istructed with ail associated c�sts thereof being borne by the Principal and tl�� Surety under this Maintenance bond; and PROVIDED FURTHER, t1�at if any 1aga1 action be filed on this Bond, ventie shall Iie in Tarrant County, Texas or the Uniied States District Court for the Norkhern Distric# af Texas, Fort Worth Division; and PRO�IDED FURTHER, that this obligation shall be contunuous in nature and successive recoveries may be had hereon for successive breaches. CPPY OP rORT WORTH STAN�ARD CpNSTRUCTIpN SPECIFICATION DOCUM�IV'i'S Rcvised July E, 20i 1 VICICERY BLVU RETAINING WALL CityPrajectNo. ]0244b ao6� i9-3 3vIATIVTENAi+lC� BONIa Paga 3 of 3 l IN WITNESS WHEREO�', the Principal and the Surety have each SIGNED and SEA.LED this 2 in5trument by d�ly autiiorized agents and officers on this the z�t�! day of �u�y 3 20 ?� . 4 5 6 7 S 9 ia ti l2 l3 14 15 16 I7 18 19 za zi 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 PRINCIPAL,: ATTEST; (F'rincspal) Secretary� i � ��. ,� _ r s as to Frincipal ATTEST: �,. {S ) 5ec t w�l �� --- ` - itn s as to Su e Address: 4860 Nlark IV Parkway Fort Worth, TX 76I06 SiIRETY: A anaut Insuran¢e Cam an BY: � 1 � - , c i atu e Andrea Rose Crawfa.rd, E9ttornay-in-Fact Name and Title Address: �.o. �ax 469071 San Pintoniv iX ��24fi Telephone Number: 210-321-��00 37 �Note: If signed by an officer af the 5urety Company, there must be on file a cet�ified extract 38 frozxz ihe by-laws showing that this person has authority to sign such obligation. If 39 5urety's physical address is different from its mailing address, both must be pravided. �40 The date of the band shall nat be prior to the date the C.antract is awarded, 41 CITY OF FORT WORTH VICK�RY BLVD RBT'AINING 1�Ar.L STANDARI3 CONSTRUCT1CiN 3PECIFICATIdN DOCUNIENT$ City Praject AIo. 102445 Rcvised July 1, 2011 Name and Title , Argona�t Ynsurance Company Del�ve�ries Qnly: 2�� V41, Washingtan, 24th Floor Chicago, IL 6p6p6 LTnited States Fostal �e�vice: P,Q. Box 469p11, San Autonio, T� 75246 �'QWER OF ATTORI�TEY K3�IpW ALL ]1�IQ BY THEgE pRESENTS; That the Argoeaut Insurance Cqmpany, a CorporaEion duly organized and existing underli�,^. laws pf the 3tate of Illinois and having its principa! ofiiee in the County pf Cook, Illinois docs hereUy nominate, constihite and appoint: n rea Rose rawford_'1'roy Russell Kev Debra Lee h2on,.lohn William New6y_ Sandra Lce Raney,loshua D Tnu_ Suz:utne E]iza6eth N�edzwie� "Ciieir true and Iawful agent(s) and attorney(s)-in-fact, each in clieir separate capaeity if more than one is named u}�c:vc,lu inake, execute, seJ �nd deliver for and on its hehalf as surety, and as its act and decd any and ail honds, contraets, agreemcnts of indamnity and btbr.r w;dertakmgs m Surctysl�ip provided, however, that thc pena� sum of any one such instrument executed hereunder shall nnt excced thc sum of 97 550 OQO. 0 This Power nf Attorney is granEed and is signed and sealed under and 6y the authoriry of the fo!!�:�ink �{�solution adopted by the Board of Directars of Argonaut Insurance Company: "RE50LVED,'1'h�t the President, Senior Vice President, Viac PresidenC, Assistant Vice Sk�naimnt, R�cretarv; Treasurer and eaeh nf them hereby is authorized ta executc pnwers af attomey, and such suthnrity can be executed by use of Pa��iinile signature, which may be attested or acknowledged by any officar or attarney, nf the Company, qualifying khc attorney or altorneys named i n±hP giveis ��ower of attorney, to exceute in behalf of, and acknowledge as EP�c act and deed of the Argonaut Insurance Company, all banH undertakings a=.i co�;tracts nf suretyship, and to affix the corporute seal thereto." IN W17`NE5S WHER�QF, Argvnaut Insurance Cpmpany has caused ita �;��;iai scaC to be hareunto afftxed and these preseqts to be signed by its dufy autl�orized ofYicer on the 19th day of Novembcr, 2021. Argonaut Insorance Company 5T:4TE pF TEXAS COUNTY OF I-IARRTS 5S; r'��,� RANc�� + (_ � #i'� '�"-4+�' � � : �* i�+ # { � - ra' il � #1 L�. ; �; �7V; � `sy��., �vau , � � �� {�"c= ��' Y; Geuy E, Grose � president '�''�ri � i {i u.i�'''S an this 19th day of 1�Iovember, 202.; 1� 11_, hefnpr. me, a Notary Public of the 5tatc of Texas, in and for Fhe County of Harris, duly aommissioned and qualitied, came THE ABOVE QNFNCl:It t11�'IH� COMPANY, to me personally k�own tn be thc individaa] and oflFiccr descrihed in, and wiia executed thc preceding instrument, and he acknuu,icdged tlte execution of same, and being by me duly swom, deposcd and said that he is thc offtcer of the said Company aForesaid, and that the scol al�xe i tn iVtie preceding instrarnent is the CorporaYe Seal of said Company, and the said Corporate Saaf and his signate�re as office€ were duEy aftixed und si�,suibed to the said instrument by thc authority and direction of the said corpvration, and that Reso�ution adopted by tiie Board of Directoiti of said Curnpany, refcrred to En the preeeding insttument is now in force. IN TE37'iMC]N'Y Wi ]P.REOP, I have hereunto set my hand, and atiuced my DFficial Seal at the County nf Harris, ihe day and year �rsY a6ove written, �-k-hl.t.�.r� `�1`Yl . `-1'Y��►.a Y� KATf-I��v � nEFr„K^a nae-yY :. � � ��7Arl= t3�-I'I�Lt� '�-r` � htY ��C]F�#.1 {'kl'• � or ".7 i: 7.ir.'�, +44 fn H r��,y 11 rqpn _� �� ,�,�� , (Nota�y publica I, the undersigned OF�esr ofthe Argonaut Insurance Campany, Illinois Corporation, �� here6y certify tha� thr ��ngmal POWER OF A1"I'OR1��Y of whioh thc foregoing is a full, true and correct copy is stiil in full force aud c#�ect and has not baen revoked. IN WTTNE55 Wf-IER�pI',1 havc iiereunto set my hand, and affixed the Seal vf said Company, on the z7tN day of July 2p�g '�"SURrq��'•: : J�`�pRaaqi;c �,; �:SEA��= �, ,m�e � z: •:��u�ose. � �'c • I��'''•� � � �* �. � �..,••' •. � _ �� '� Austin W. King 5ecretary IF XOU �IAVE QUESTIOlYS ON AUTHF;NTICI7'7l pF THlS llOCCIM�NT CALL ($33) 82d - 9137. l��o�� v�ric� �'o obt�in inf��ma�i�n er mak� � corrjplain�: You m�y cal! A��n�ut In�urance Company �nd i�� ffiliates by �elephone firo� info�m�fi�n or �o m�F�e a eornplaint: I��ON��T IN�URAR�� C�I�IF��RlY Please �end all no�ices �� laim on �his bond to: A�go �u�eiy Claim� (4� 3) �i3d��9 ��liver°ie� Only: 2�5 lf�. !.�l�ashingfion, 24t" �Io�r, �hi�ag�, IL �0�� Unified Stafes Po��l �ervice: �.�. �Ax 469Di 1, S�n �4n�onio, �'X ��246 You may cenfact the 1"exas �epa�tmenfi o� Insur�nce �o c�b�ain information on companies, c�derages, righi� o� compl�ing� ��: (5�2� 490�'�DOi lreu may r��iie fhe iex�� eparfinen� o� Insu�anc�: F. O. [�ox 7497D4 Aus�in, �� 7��94�9'�04 ��x: (g'�2) 47501771 �V�b: hffp:ll�+vwew�+.#di.sta��.tx.u� ��mail: Consumer�ro#ecgio�fdi.s��fie.�x.us F'��IIlYl�l�i' OR �L�If�IIY �I��IJY�S: Should you have � dispuf� eon�er°ning your ppemium or abou� a claim �ou sh�uld can#�ct you� agenf or �rgo Su�efiy �irst. I� fhe di�pu�� is na� resolded, you ma� �ontac� #�h� Texa� Depa�menf of ln�uran�e. ,14iY��H iFil� NOiI�� i0 YO�l� B�R�p: �his noiice is fio� in�or�ma�ion only and dves nof become a par� or� �ondiiion of �he a��ached docum�nt and is given �o comply wifih 'Texa� legal �nd �egul�te�y e��quiremen�s. STAI�DARD GE1�IERAL COI�iDITIOIi�S OF THE CO1lTSTRUCTIOIV C011TTRACT CIT Y' OF FO�iT WQRTEI STAI�IDARIJCQNSTR[7CTION 5PGC1F[CAT1aN D4CUMLiVTS Revision: R�'�.1 ST�ND�RD GENERAL CONDITI4NS OF THE C4NSTRUCTION CONTRACT TABLE OF C�NTENTS Page Article 1—Def�niti�ns and Terminology .......................................................................................................... 1 I.O1 Defined Terms ................................................................................�...�.......................,..................1 1.02 Ternnin�logy ..........................................�...,...........................,........,.......................................,...,..6 Ai�ticle 2— Prelirninary Matkers ......................................................................................................................... 7 2.01 Copies of Documents ...........................................�............................,...............,...........,...............7 2.02 Commencement of Contract T�tne; Notice to Praceed ................................................................ 7 2.Q3 Starting the Worlc .......................................................................................................................... 8 2.04 Before Starting Construction ........................................................................................................ $ 2.45 Preconstruction Canference .......................................................................................................... 8 2.06 Public Meeting .............................................................................................................................8 2.07 Initiaj Acceptance flf Schedules .................................................................................................... S Article 3— ContractDocuments: Inteiit, Amend'mg, Reuse ............................................................................8 3.�1 Intent ...............................................................................................�.....................,......,................. $ 3.02 Reference Standards ..................�.............................................,..............,......................................9 3.03 Reporting and Resolving Di�crepancies .......................................................................................9 3.04 Amendang and Supplementing ContractDocuments .................................................................10 3.05 Reuse afDacuments ...................................................................................................................10 3..0b Electronic Data ............................................................................................................................ 11 At�ticle 4— Availability of Lands; Subsurface and Physical Conditions; Hazardous En�itanmental Conditions; Reference Po.inis ........................................................................................................... 11 4.�1 Availability of Lands ...............................................................................�........................,.........11 4,02 Subsurface and Physical Conditions ..........................................................................................12 4.03 Differmg Subsurface or Physica.l Conditions ..........................................................�..................12 4.04 Under-ground Facilities ...............................................................................................................13 A�.05 Re%rence Points .........................................................................................................................14 4.06 Hazardous En�ironmental Conditian at Site .....................................�...,....................................14 Ar�icle S—Bonds and Insurance ..................................................................................................................... I6 5.01 Licensed Sureties a.nd Insurers ................................................................................................... lb 5.02 Perforinance, Payment, and 1VTaintena�ce Bonds ....................................................................... 16 5.03 Certificates af Insurance .................................................�.................................,..................,......16 5.04 Gani�actor's InsLu•ance ..............................................................................................................�.18 S.OS Acceptance of Bonds and Insurance; Option to Replace ...........................................................19 Ariicle 6 — Contractor's Respansi�ili�ies ........................................................................................................19 6.01 Supervisian and Superiniendence ......................................................,...,....,.......,........................ l9 CiTY OF FORT WQRTH STANDARDCONS'CRUCTION SPECIFCCATION DOCiiMENTS Revisian: 8/13/2021 6.02 6.03 b.04 6.05 &A6 6.07 6.Q8 6.09 b.10 6. I l 6.12 6.13 6.14 b.15 6.16 6. I7 6.18 5.19 6.20 b.21 6.22 6.23 G.24 Labar; Workii�g Hours ................................................................................................................20 Secvices, Materials, and Equipmer�t ...........................................................................................2Q ProjectSehedule ..........................................................................................................................2x Substitutes and "Or-Equals" .......................................................................................................21 Concerning Subcontractors, Suppliers, and Others ....................................................................24 Wa:ge ftates ..................................................................................................................................25 PatentFeesand Royalties ...........................................................................................................26 Permitsand Utilities ....................................................................................................................27 Lawsand Regulations ................................................................................................................. 27 Taxes...........................................................................................................................................28 Use nfSite and OtherAteas .......................................................................................................28 RecardDocumen#s ......................................................................................................................29 Safetyand �'rotectian ..............................................................................,...................................2� Safet� RepreSentative ..................................................................................................................30 HazardCommunication Pragrams .............................................................................................30 Emergencies and/ar Rec�if'ication ..................................................................................�............30 SubmittaIs .... ... .... ... ..... .... .... .... .... ............. ... ........ ........ .... .... ....... ........ ........ ........... .. ......... .... .... .... 31 Continuingthe Work ...................................................................................................................32 Cant�•actor's General Warranty and Guarantee ..........................................................................32 Indemnification.........................................................................................................................33 Delegation of Prof�ssianal Design Ser�ices ..............................................................................34 Rightt� Audit ............................................. . ............................................................................34 Nondiscrim'rclatio n ....................................................................................................................... 3S Ae�icle 7-Other Work atthe Srte ...................................................................................................................35 7.41 Relat�d Work at Site ...................................................................................................................35 7.02 Coordinatior� ................................................................................................................................36 Article S - City's Responsi�ilities ...................................................................................................................36 8.01 Communicaiions to Cornractor ...................................................................................................36 8.42 Furnish Data ................................................................................................................................3b 8.fl3 1'ayWk�enDue ............................................................................................................................36 $.04 Lands and Easements; Reporfs and Tests ...................................................................................36 8.05 Change Orders .............................................................................................................................36 8.ab Inspec�ions, Tests, and Approval� ..............................................................................................36 8.07 Lim:itations on City's Responsibzlities .......................................................................................37 8.08 Undisclosed Hazardous Environmental Conditian ....................................................................37 8,09 Compliance with Safety Prograin ...............................................................................................37 Ai�ticle 9- City's Olaservation Status During Constructian ........................................................................... 37 9.01 City's Project Manager ............................................................................................................37 9.02 �I �srts to Site ................................................................................................................................ 37 9.03 Authorized Variations in Warlc ..................................................................................................38 9A4Rejecting Defective �arlc ..........................................................................................................38 9.05 Determ�ir�ations for Vdork Per�formed ..........................................................................................38 9.06 Decisions on Requuements of ContractDocumen.ts and Acceptability of Worlc .....................38 CITY �F F QRT WORTH STANDARDCQNSTRUCT{ON SPECIFICATION DOCLJMENTS Revision: 8�13f2021 Article IO - Changes ui the Worl�; Cl�ims; E�ra Work ................................................................................38 10.01 Authox•ized Changes in the Wor1c ...............................................................................................38 10.02 Unauthoi•ized Changes in the Woric ...........................................................................................39 10.03 Execution of Change Orders .......................................................................................................39 14.04 Extra �Vorlc ..........................................................�...,....................,,.......,...............................,.....39 10.Q5 NotiFcation ta �uxety ...........................................�..............,.........,.......,.......................,.............39 I0.06 Contract Claims Pracess .............................................................................................................40 Article 1 I- Cost of the Work; Allowances; Unit Pz�ice V�ark; Plans Quaniity Measturement ......................41 I1.01 Cost ofthe Work .........................................................................................................................41 11.02 Allowances ..................................................................................................................................43 1 L.03 Unit Price Woek ..........................................................................................................................44 l l.(}4 Plans Quantity Measurer�eni ......................................................................................................45 At-tiele 12 - Ch.ange of Contract Pric�; Change of Cantt-act Time ................................................................. 46 12.41 Change ofContractPrice ............................................................................................................46 12.�2 Change of ContractTime .........................................................�........................,...,.....................47 I2.03 Delays ..........................................................................................................................................47 At�icle 13 - Tests and Inspeciions; Carrection, Removal or Acceptance of Def�ctive Work ...................... 48 i3.01 Natice of Defects. ....................................................................................................�...,...............4$ 13.02 Access to Work ...........................................................................................................................48 13.03 Tests and Inspectians ...............�..............,...,...........................,...,........................,......................48 13,04 Uncovering Worlc ....................................................................�.,..............................,..................49 13,05 City May Stap the Wo�k ............................................................................................................��}9 13.06 Correetian or Removal af befective Work ................................................................................50 13.07 Correction Per•iod ........................................................................................................................ SQ 13.0$ AcceptanceofDefectiveWork ...................................................................................................Sl 13.09 City May CorrectDefective Wor1� .............................................................................................51 Article 14 - Payments to Contractor and Com.pletion ....................................................................................52 14.OI ,Schedule ot'Values ......................................................................................................................52 14.02 Progress Payments ....................................................�...�...,.................,...,............................,......52 14.Q3 Contractox•'s Warranryof Title ...................................................................................................54 14.04 Partia] Utilization ........................................................................................................................55 14.OS Final Inspection ...............................�..........................,.............................�.......................,...,...,..55 14.06 Final Acceptance ......................................................................................................................... 55 14.07 Final Payment ..................................................................�...........................................................56 14.�8 Final Completion Delayed andPartiai Reta�nage Release ........................................................56 1�.09 Waiver of Clairr�s ........................................................................................................................ 57 Article IS - Su�pension of Work and Termination ........................................................................................57 15.01 City Ik�Ia� Suspend Worl� .......................................................................................................,.....57 15.02 City May Termina�e far Cause ...................................................................................................58 15.03 City May Terminate For Convenience .......................................................................................60 Article16 -Dispute Resolut�on ......................................................................................................................bl 16.01 Methods andProcedures .............................................................................................................bl �ITY pF FOR.T WORTH ST?.NI3ARDCONSTRUCTION 5I'ECIF[CATION 170CiIMCNTS 12evision: 81�31�021 Article17 —Miscella.neous ..............................................................................................................................62 17.01 Gi�irig Notice .............................................................................................................................. b2 I7.�2 Catnputation of Times ................................................................................................................62 17.03 Cuinulative Remedies ................................................................................................................. 62 I7.(}� Sur�ival of Dbli�ations ............................................................................................................... 63 17.�5 Heacfings ......................................................................................................................................63 CITY OF FOAT WORTfI STANDARDCfltJSTR[7C1'ION SPECEFICATiQN DOCLTMENTS ltwision: 8�23/2{i21 aa�2ao-� GENERALCON�I710NS Page l of b3 ARTICLE 1— DEFIIVITIONS AND TERNIINOLQGY 1.01 Defxned Terms A. Whereverusec[ in these General Conditions or in other Contract Dacurx�ents, the tertns listed belaw have the meanings indieated which are appI�cable to bath the �inguIar and plural thereof, and words denoting gender shall include thc masculine, feminitae and neuter. Said terms are generally capitalize�l or written m italics, but not always. When used in a context consistent with the defination of a listed-defined term, the ternr� shall have a m�an�ng as defined below whether capitalized or italicized or otherwise. In additian ta terms specifically de�ned, terins wil:h iriit.ial capital letters in the Con#�aat Documents include referenees to identified arti�les and �aragraphs, and ti�e titles of other docuznents or farms. l. Adder�da W�itten or graphic ins�ruments issued prior to the op�ning of Bids w�ich c�arify, co�•t•ect, or change the Bidding Requiceme�t,s or the proposad Contract Documents. 2. Agreement The wxitten instrumen.t which is evidence o� the agree►xient between City and Contractar covering �he Work. 3. Application forPayment The form accepta�le to City which is to be used by Contractor during the coux•se of tha Worlc in requesting pragress or final payinents and which is to be acconnpanied by suc.h supporting do�umentation as is required b� �e Contcact Documents. 4. Asbestos—Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibet•s into the air above cucrent action levels established by the iJnited States Occupational Safety and Health Admmistration. 5. Award— Authorization by the Gi�y Council for the City to enter into an Agreement. b. Bid Th� offer or proposal of a Bidder submitted an the presc�•ibed form setting forth khe prices �ar the Work to be pe��for•med. '7. I�'idder The indi�vidual or entity who sUbmits a Bid directly to City. S. Brdding Docurnents The Bidding Requieements and the proposed Cont��act Documents {including all �ddenda}. 9. �iddingRequiremer�ts The ad�ertisement ar Invitation to Bid, Instructions ia BiddErs, Bid �ecurity of acceptable form, if any, and ihe Bid Form with any supplements. I0. BusJr�ess�ay—A business day is defined as a day thati the City conducts norxnal business, generally 1�Ionday through Friday, except far federal or state halidays obser�ed by the Ciry. 11. CalendarDay--A day consisting of 24 haurs measui��d iram midnight to the next mic�night. CITY OP FORT �7JORTH STANDARDCONSTR[]CTION SPECIPICA'C[OIV DaCUMEIVTS ltevision: 8JI3PZ021 Qo�zoo-i GENERALCON�1TldN 5 Page 2. of 43 12. Change Order A docurnent, which is prepa�ed and approved by the City, vvhi�ch is signed by Contractor and City and authori�es an addition, deletian, or revision in ihe Work or an adjustment in the Contiract Price o� the Coniract Time, issued on or after the Effectiive Dat� of t:he Agreement. j3. City— The City of Fort Warth, Texas, a home-n�le municipal corpora�ian, authorized and cha��te�ed under the Teacas State Statutes, acting by its gove�:ning bady through its City Manager, his designee, or agent,� aukhorized under his behalf, each of which i� required by Ck►arter to periarm speci�c duties with responsi�ility for iu�al enfot•cement of the contraefis involving the C�ty of Fort VVa�~th is by Charte� vested in the City 1Vlanager and is the entity with who�n Gontractor has entered into ti�e Agreement and for whom l-he Work is to be performed. 14. Caty Atto�ney — The offic�ally appointed City Attorney of the Ciry af Fort Worth, Texas, or his duly authoriz�d representative. 15. City Council - The duly elected and c�ualif�ied governing body of the City of Fort Warth, Texas. 16. City Manager — The offcially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 17. Gont�act Claim—A demand ar assertion by City or Cont�actor seeking an adjustfnent o� Contract Pr�ice or Contraci Time, or botl�, or other rejief with respect to the terms of tk�e Contract. A den�and for money or serviaes by a thu•d party is not a Cantract Claim. I$. Contract—The entire and i�tegrated written document between the City and Contractor concerning t�se Work. The Contract contains the Agreement and aIl Contract Docutnents and supersedes prior negotiations, representations, or agreements, whether written o�• orai. 19. Canlrctci Documents Those items so designated in t�te Agreement. All items listed in the Agreerr�ent are Contract Documents. Appz•oved Submrtta]s, other Contractor subriaittals, and the reports and drawings oi subsurface and physical condrtians are not Contract Documents. 20. Contract P�ice The moneys payable by Cily to Cont�actor for compietion of the Work i� accordance wi�h the Contract Dacuments as stated in the Agreement (subject to the pro�isions of Paragraph 11.03 in the case of Unit Price Wa�k). 21. Contrcact Tfine—The nurnber of days or the dates stated in the Agreement ta: (i) achieve Milestanes, if any and (u) complete the Work so t11at it is ready for Final Acceptance. 22. Contt�actor—The ir�dividual oi entity with whom Ciry has entered irrto fihe A�reement. 23. Cost of t�ie Work--See P aragraph i i.O 1 of ihese General Conditions for defini�ion. CT'I'YOFPORT WQRTH �TA1dDARDCONSTRUCTION SPECIPICATION DOCUMETi'I'S Revisian: R/L3/1�1QI ao �a oo- i GEN�RAL GpN� ITiON 5 Page 3 of G3 2q�. Damage Clafnzs — A d�rnand �or money a�• serviees arising fi�om the Project or Site from a ihird parry, Ci�y ar Contractar excIusive of a Contract C�aim. 25. Day or day-- A day, unless othei�vvise defirred, shall mean a Calendar Day. 26. Di�^ector of tiviataon — The officially appointed Director of the A�viation Deparhnent of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents, 27. Dipector of Par�Cs and Community Servaces — The of�cialIy appoirited Director of the Parlcs and Comrnuniry Set�vices Department of the City of Fort Worth, Te�s, ot• k�is duly appointe d representati�+e, ass.istant, or agents. 28, Drrecto� af Plaraning ar�c� Dev�lapment — The ofTcially appointed Directoe of the Planning and Develapment Departrnent of the City of Fark Warth, Texas, or his duly appointed representati�e, assistartt, or agents. 29. Directo� of T�anspot�tation Public Wo�ks — The aiticially appointed D'u•ector a� the Transpnt�ation Pu6lic Worlcs Depart�nent of the City oF I'art Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Directar of Water Department -- The affcially appointed Dieector of the Water Deparkinent oi the City of Fori Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Drawings—That part of the Contract Documents prepared or approved by Engineer which graphic.a�y shaws the scope, e�ent, and character of the Work to be performed by Contractor. Submittals are not Drawu�gs as so defned. 32. Effective Date of the Agreemend The date indicated ira the Agreeinent on which rt becoines effecti�e, but if no s�ch date is indicated, it means the date on which the Agreement is signed and deli�ered by ihe last of the two paxties to sign and deliver. 33. Engineer The licensed prof�ssional engineer or engineering �'irm registered in the State of Texas perforrning professional services �or the City. 34. Extra YYork — Additional warlc raade necessary by changes or alterations of the Contract Documents or af quantities ar for other reasons for which no prices areprovided in the Contract Documents. Extra work shaU be part o�'the Work. 35. Field OYder—A written order issued by City which requires chang�s in tlle Work but wl�ich does not involve a change in the Cont�•aet Price, Contract Time, or the intent of the Engineer. Field Orclers are paid from Field Order AIlowances inco�•porated into the Contract 6y funded worlc type at the time af award. 3b. Frnal Acceptance — The written nt�tice giv�n by the City to the Contractor that the Vi�ork s�ec�"�ed ic� the Contract Documents has been completed to the satisfaction oi the City. ciTY ox xaxT wox� STANDARDCONSI'RUCT[ON SPECIF2CATION I]OCUMENT5 Revision: BJ�.'i�021 0072Q0-I GENERAL CON�ITION S Page 4 of fi3 3"1. Final Inspection -- Inspectaon carried out by the City to �erify that the Contractor has completed the Worlc, and each and every part or appurtenance thereof, fully, eniu•ely, and in conformance wi�th the Contraet Documents, 3$, General Req�irements—Sections ofDi�vision 1 of the Contzact Docurn�nts. 39. Hazardo�ss Environmental Corrdition The presence at the Site af Asbestos, PCBs, Petroleum, Hazardous Waste, Radioaetive Material, or other materials in such quantities or circurnstances that rz�ay present a su6sta�tial danger to persans or property exposed thereto. 40. Hazardous Waste Hazardous waste is de%ned as any solid waste listed as hazardous or pos�esses one ar mare hazardous characteristics as defined in the fedei•al waste regu�tians, as amended fronn tune io time. 41. �,aws and Regulatiar�s Any and all applicable laws, rules, reg�alatians, ordinances, �codes, and orders af any and all gnvernmental bodies, agencies, autharities, and courts har+ing jurisdietion. 42. Liens—Charges, sec�uity interests, or encumbrances upon Project iunds, real property, or persanal properly. 43. Majot� Item—An Item o�work included in the ContractDocutnent5 t�-iat has a tatal cost equal to or greater than S% o� the original Co�tract Price or $25,000 whlche�er is less. 44, Milestone A principal e�ent speciiied in iha Contract Documents relating to an intermediate Conteae� Tune prior ta Final Acceptance of the Wdrk. 45. Notice of Awar�d—The written notice by City to the Successful Bidder stating that upon t.�mely compfiance by fihe SuccessfuI Bidd�r rWith the conditions precedent listed therein, City will sign and deliver the Ageement. 4�. Notice to Proceed A written notice given by City ta Cantractor f�ng the date on which the Con�t•act Tune will coinmence to run and on which Cantractar shall start to perform the Work specified in Contract Docurrzents. 47. PCBs—Polychlorinated biphenyls. �8. Petrole�rt�--Petro�eum, including crude oiI or a�ty fiaction thereaf which is Iic{uid at standard conditions of temperature and pressure (6� degrees Fahrenheik and 14.7 pounds per square inch absoiute), such as oi1, petro�eum, iuel oil, ail sludge, oil refu�e, gasoline, kerosene, and oil mixed with otl�er non-Hazardous Waste and crude oils. 49. Plans—�ee definition of Drawings, C1TY OF FORT WORTf3 STANDAR�CONSTRUCTION SPECIF[CATIQiJ DQCLTMENTS Revision; 8�23li021 00 72 00 - I G�N�RAL CpNblTIOIV S Page 5 of 63 50. Project Schedule A scheduie, prepared and rnaintained by Contractoi•, in accordance with the General RequiremenYs, describing the sequenee and duration of the activi�ies comprising the Contractor's plan to accomplish the Work within the Contract Time. 51. P�oject—The W�rk to be pez-£ormed under the Contract Documents, 52. Pr�njectManager—The authorized representative of the City r�vho will 6e assigned to the Sire. 53. Public Meeting — An announced meeting condueted by the City to facilitate public participation and to ass[st the public in gaining an informed view of the Pcoject. 54. Radroactive Material—Saurce, speeial nuciear, or byproduct material as defined by the Atomic �nergy Act of 1954 (42 LISC Sectian 2011 et seq.} as amended frorn t�ne t�o time. 55. Regular Wo�king Hnurs --Hours beginnirkg at 7,00 a.m. and ending at b:d0 p,�n., Monday thru I'riday (excluding legal hoIidays). 56. Sarnples Physical examples af materia.ls, equipment, or worlcmanship that are r�pz•esentative af' some poi-�ian af the Worlc and which establ�sh the standards by which such portion oftlie Work will be judged. S7. Schedule af Submittals A schedule, prepared and maintamed by Contractor, of reqtaired submitt�.ls and the tua�e requieernents to suppart scheduled perfarmance af related const�u�tion activities. S8. Schedule of Ijalue,�-A schedule, prepared and main1:ained by Contractor, allocating portions of the Contract Price to �arious pot�ians of ihe Work and used as the basis for reviewing Contractor's Applications for Payment, S9. Si�e—Lands or areas indicated in the Coniract Doc�ments as being furn�shed by City upan which the Worlc is ta be performed, including rights-of way, permits, and easemeats for access thereto, and such other Iands furnished by City which are designated for the use of Contractor. 60. Specificcrtions—That part of the Contract Doc�.unents consisting of zvritten requireinents for materials, equiptnent, systems, standa�ds and workmanship as applied to the Work, and certairi adiniivstratirre requu•ements a��d procedural rnaitecs applicable thereto. Specificatioi�s may be specifically made apart of the Contract Documents by aitachtr►ent o�•, if not attached, may be incorporated by t•efe�•ence as iridicated in the Table of Contents (Diviszon 00 40 00) of each Project, 61. SubcontractoN An individuai ar entity having a dir�ct contract with Contractor or with any other Subcontractor for the pex-f'ormance of a part ot'the Wark at fhe Site. C[TY QF FQRT WORTH STANDARDCONSTRUCTI�N SPbC[i�ICAT[ON DOC[JME,NTS Revision: 823/202.1 Op7200-1 GENERAL CONDITION S Pa�e 6 of 63 62. Submittals—All drawir�gs, diagrams, illustrations, schedules, and oth�r data or i�foxmation which are spec�cally �repared ar assembled by or �or Contractor and submitted by Contractor to illustrate some portinn of the Work. G3. Substantial Completion — The stage in the progress o�� the Project when the Wor�c is sufficiently complete in accordance with the Contract Documen.ts for Final Inspeetian. t54. Succes.rfull�adder The Bidd�r submitting the lowest and most responsi�e Bid to whom City inakes an Award. 65. Superintendent-- The representative af the Contractor who is avaiiab�e a.t all times and able to receive inst�uctions from the City and to act far the Contractar. 66. 5upplementa�y Conditions--That part of the Contract Documen�s which amends or supplements these General Conditions. 67. Supplie�—A �nar�ufac�urer, fabricator, supplier•, c#istributor, materialman, or �endor having a dir�ct contract with Contractor or with any Subcontx•actor to furnish materia.ls oc equipment to be inco�•porated ir� the Wot•k hy Contractor or Subcont�acto�•. 68. Undergrounc� Facilitaes All underground pipelines, conduits, ducts, cables, wires, manholes, �au�ts, tanks, tunnels, or other such facilities or attachments, anci any encasemet�s conta.ining suc� facilities, includirig but not limited to, those tl�at convey elect�icity, gases, steam, liquid petroleurn praducts, te�ephone or other communica�ions, cable televiszon, water, wastewate�•, storm water, other liquids or che�nical�, or traf�c or other contro! systems. 69 UnitP�ice Work—See Paragraph 11.03 of these Generai Condrtions far defmition. 70. Weekend Working Hours — Hours begmnrng ai 9:00 a.rn. and ending at 5:(ID p.m., Saturday, Sunelay or Iegal hafiday, as approved in ad�ance by the Ciry. 71. YYork The entire constructiot� nr the various separately identifiable parts thereof required to be provideci under the Cantract Dacuments. Wark ir�cludes and is the result of performing ar pro�idi�g all Iabor, services, and dacurnentation necessary to produce such construction including any Change Order ar Field Order, and furnishing, installing, and incorporating all materials and equipnnent into such construction, all as �•equired by the Contract Documents. 72. Warking Day -- A working day is defined as a day, not includ�ing Saturdays, Sundays, or legal holidays authorized by the City for cantract purposes, in which wea�her or ather condi�ions not under the control of the Contrac�ar will pernnit tk�e perfnrmance of the prir�cipal unit of worlc underway far a cont�nuous period af not less tl�an 7 haurs beiween 7 a.m. and 6 p.m. 1.02 Te�miraology A. The worc�s and terms discussad in Paragraph 1.D2.B tluough E are nat defined but, when used in �he Bidding Requirement� or Contract Documents, k�ave the indicated meaning. B. Intent of Ceriain �erms or Adjeciives• CITYOF FORT WORTH STANDARDCdNSTRUCTION SPECIrICAT[pN DbCL]I�iL•"idTS Itevision; 812311�1 oo�zao-� GENERALGQNOITiONS Page 7 oi 63 The Conteact Documents includ� the terms "as allowed," "as approved," "as ordered," "as directed" or terms of lik� �ffect or import to authori�e an exercise �f judgn:aent ay City. In �Ci(�10i1, �11� 1dJECt1V0S "i•easonable," "SU1��71�," "acceptabfa," ``propee," "5c7t15iaCti0P�," OP adjecti�es of lif�e effect or import are used to describe an action or aeterminatiion of Cily as to the Work. It is intended tf�at such exercise of professional judgment, action, or determination will be solely to e�aluate, in generaI, the Work for compliance with the information in the Cantract Documents and with the design concept of the Pt�oject as a functianing whole as shawn or indicated in the Contract Documents (unless there is a specific statement indicating othervvise). C. Defective: The word "defective," when modifying tk�e ward "Work," r�fers to Work that is unsatisfactory, faulty, or deficient in that iL: a, does not conform to the Contract Docurnenis; or b. does not rrteet the requirements of any applicable inspectian, re�erence standard, test, oi� approval referred t� in t}�e Contt•act Documents; or c. has been damaged priar to City's written acceptanee. D. Furnish, Install, Perforrr�, Provide: 1. Z'il� WOPC� "�L1Y'1'1]S�'i" or th� r�crord "Install" ar the word "Perform" OI' �10 WOiCl `iPra�ide" OY the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporatmg in the Wark including alI necessary laE�or, rn.aterials, equiprnent, and ever�hing necessary to per-form the Work indicatea, unless specifically lienited in the context used. E. UnIess stated o�he�•wise in the Contract Documents, words or phrases that have a we�l-lcr�own technical ai• canstruction industry or �acle meanitzg are used in the Contract Docunnenis in accardance with such recagnized meanirtg, ARTICLE 2 -- PRELINIINARYMATTERS 2.01 Co�ies ofDocutnents City shall furnisk to Contractar ane (1) original executed copy and one {1) electronic capy o� the Contract Documents, and four (4) additional capies of the Drawings. Additional copies will b� fu�•nished upon request at the cost of'repraductian. 2.02 Commencementof ContractT�me;lVotice to Procee�' The Contract Tirne will commence to run an the day indica�ed in the Notice to Proceed. A Notice to Praceed may be given no earlier than 14 days after the Ei%cti�e Date oftl�e Agreement, unless agreed Co by both parties in writing, CITYOF FORT WORTI-E S'i'I�Nl]AIiDCONSTRUCT[ON SPEC[FICATION DQCLIMENTS Revisian: 8�1:311�] 0072fl0-1 GENERAL CdNDIi ION S Page $ of G3 2.03 StaNting the Wark Contractor shall start ta pet�form the Worlc on the date when the Gontract Time eommen�es to run. No Worlc shall be done at the Site priflr to the date on which the Cantraet Time cornmences to run. 2.04 Befo�e Sta�iingCo�rst�uction Baseline Sch�dules: Submi� in accardance with the Contract Dac�.unents, and priar to starting the War�c, 2.05 Pt�eco�str�uction Confer�ence Before any Woxk at the Site is started, the Cant�actar shall attend a Preconst��uction Conference as specif'ied in the Contract Documents. 2.Ob Publzc Meeting Cnntractar may not mobilize any equipment, materials or resources to �ie Site prior to Cantractor attendirig the Public Meeting as scheduled by the City. 2.�7 In�tial Acceptance ofSehedul�s No progress payrr►ent shall be made to Cantrac�oz• until accept�ble schedules are submitted to City in accordance with the �ehe�lule Specification as provided in the Contract Documents. ARTICLE 3— CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Cont�act Do�uments are complementaty; wh�at is required by one is as bi�ding �5 lf P�CiIIll•ed by all. B. It is the intent of the Contract Documents to describe a functionally corzapl�te project (or part thereo r� to be co�tructed in accoedance with the Contract Doc�ments. Any labor, docurr�entatian, ser�ices, materials, or equipmeni that reasanably may be inferred from the Contract Documents oi° from prevailing custom or t�r�ade usage as being required to produce the mdicated result will be provided whether or not spec�'ically called far, ai no additional cost to City. C. CIarificatians and inteipretations of the Contract Documents shall be issued hy City. D. Tl1e Spec�cations may va�y i� farrn, format and style. Some Speci�cation sections may be written in va�ryit�g degrees of stream�lined or decIaraiive style and some sections may be relatively narrative by co�mparison. Omission of such vvorc�s and phrases as "the Cantractor shall," "in conformity Wlk�l," "a5 5110W�1," OC "a5 S�eCI�eC�" are 1C1tBrit1011S� in sireamlined SeCt10ri5. Omitted words and p�rases shalt 6e supplied by inference. Simiiar types ofprovisions tnay appear in various paets of a section or airticles withi� a part depending on the format oi the CITY OF FORT WQRTk3 STAIVDARDCONSTRIICT]ON 5PECIFICATION DQGLIMENTS Revisian: $IL36?A21 oa�zao-� GENERALC�N�ITIOiJ5 Page 9 of 63 sectaon. The Cont�actor shall not taice ad�antage of any �ar�tion of form, format or style in malcing Cnntt•act Cla.ims. E. The cross refereneirig of specif'ication sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specificatifln sect�on is provided as an aid and convenience to the Cant��actar. The Contractor shall not rely on the cross z�fer�ncing provided and shall be responsible to coordinate the entire Wot'lc under the Contract Docum�nts and pravide a complete Project whether or not the cross referencir�g is provided in each section or wk�ether or not the cross referenczt�g is complete, 3.U2 Refet�ence Standards A. Standards, Specifications, Codes, Lavus, and Reg�alations 1. Reference to standards, specit'ications, tx�anuals, or codes oiany technical society, organization, or association, o�• to Laws or Reg�.ilations, wheiher su�hreference be specific or by implication, shall mean the standard, specification, manual, code, o�� Laws or ReguIations in effect at the time of apening o� Bids (ar on the Effective Date of the Agreement if there wex•e no Bids), �xcept as tnay be otherwise spec�ically stated it� the Contraci Documents. 2. No pra�ision af any such standard, speci£�cation, rnanual, or code, or any instruction of a Suppliet, 5hall be effective to ehange the duties or responsibilities of Ciiy, Contractor, or any of their subcontraetors, consultant�, agents, or em�Ioyees, from tY►ose set fortl� in the Contract Documents. No such prav�sian oe instruction shall be effectave to assign to City, or any of its afficers, direc�ors, members, partners, emplayees, �gents, consultai�is, nr subcontractax•s, any duiy or authority ta super�ise or d�rect the �erformance of the Worlc or any duty ar aUthority to unde��talee responsi�ility inconsistent wzth the pro�isions ni the Contract Documents. 3..03 RepoYting and ResolvingDiscrepa�rcaes A. Repo�ting Disc�epancies: Contr�actor's Review ofConiractDocutsa�nts Before Starling L�o�lc: Before undertaking each pai�t af the Work, Contractor shall carefully sti.Edy and campare the Cont�•act Doouments and chec�c and �erify pet-tinent figures therein against all applicabl� fiefd measurements ant{ conditions. Contractor shall pramptly report in weiting to City any conflict, error, am6iguity, or d�se�epancy vsrhicll Contractor discovers, or has actual knowledge af, and sl�all obtain a written interpretation or clarification fram City before praceeding with any Worlc affected thereby. 2. Contrcactor's Revieyv of Co�ttr�act Docurnents Du�ingPerfot^mance af Wo�k: If, during the performance of the Worlc, Contractor discovers any conflict, errar, ambiguity, or di�crepancy within the Contract Docurrients, or between the Contract Documents and (a} any applicable Law or Regulation ,{b) any standard, specificatian, rnanual, ar code, or (c) any instruction af any Suppli�r, tihen Contractor shall promptly repart it to City in writing. Corrtractor shall not proceed with �he Wark affected thereby (except in an ennergency as requi�ecf by Paragraph CiI' 4' OF FORT WORTH STANDARDCONSTROCTION SPECIFICATION DOC[]IufEN7'5 Revision: 8J13(L021 0072QO-1 GENERAL CANDITION 3 Page ] 0 of'G3 6.17.A) until an amendmeni or suppleanent to the Contra�t Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not he liable to City far failure tQ repnrt any conflict, erz�or, ambigurty, or discrepancy in the Contract Documenis unless Contractor hacf actual knowledge thereof. B. Resolvi�agDisct�epancies: Except as may be otherwise specifica�ly stated in tl�e Contract Doc�rnex�ts, the ptovisions of the Cont�•act Documents shall talce precedence in resalving any conflict, error, ainbiguity, or discrepancy between the provisions of tiie Contract Dacuments and ihe prov�sions of any standard, sp�cification, rnanual, or the instruction of an�r Suppl�er (whetlaer ar not specif'ically incorporated by ref�rence in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shail govern nv�r Speeif�ications, Supplernentary Condi�ions shal� govern aver General Conditions and Specifications, and quantities shown on the Plans shall �overn over thase s�own in the proposal. 3.04 Amending and Supplemeniing Con�ract Documents A. The Cont�act Docur►�ents may be amended to pravide for additions, deletions, and re�isions in the Work or ta modify the terrns and conditions thereof by a Change Order. B. The requirernents of the Cont�act Documents may be supplemented, and minor variatzons and dev�ations in the �?Vork not involving a change in Contract Price or Cantract Time, inay be authorized, by one or more of the following ways: 1. A Field Ordet; 2. City's review of a Submi�ttal (subject to the pro�isions of Paragrapk� 6.18.C); or 3. Ciry's written interprefation or cIari�ication. 3.05 Reuse of�acuments A. Gontractor and any Subcontractor or Supplier shall not: 1. have or acqu�re any title to or ownership righ�s in any of t.�ie Drawings, Specifications, or other docurr�ents (ar eopies of any thereo� prepared by or bearing ihe seal of Engineer, includrng electronic media editioris; or 2. re�se any sueh Drawings, Specif'zcations, ather documen�s, or copies thereaf on extensions of the Project or any other project withaut writ#en consent of Ciry and speciiic written ver�ication or adaptation by Engineer. CITY OP F4RT WORTI-I STA�lD/�RDCONSTRUCTION SPECIFICAT[ON 170CUMENTS Revision: 8f13�1f.rll 00720D-I GENERALCONDITIDNS Page i l n1'G3 B. The prohi�itiotas of this Paragraph 3.05 will survive �nal payment, ar• termination of the Contract, Nothing herein shal] preclude Cantz•actor from retaining copies af the Cont�•act Dacuments far record purposes. 3,Q& Electro�aicData A. LTnless ot�erwise stated in the Supplementary Conditions, the data furnished by City ar Engineer to Contractor, ar by Contt•actar to City or Engir�eer, that may be relied upon are limited to the printed capies included in ihe Contract Documents {also lrnown as hard copies) and ather Specifications referenced and located on the City's an-line electron�c document management and collaboration system si�e. Files in eleetronic inedia format of text, data, graphics, or other types az•e furnish�d onIy �or the convenience of the receiving party. Any conclusion or i�formatinn ohtained or derived frona such electror�ic files will be atthe usex's sole risk, I�'ihere � a discrepancy between the electronic files and the hard capies, the hard copies govern. B. When transferring documents in electronic media fflrmat, the trat�sferring party makes no representations as to long term compati�iiity, usabilil:y, or readability af docutx►ents t:esulting from the use of software applieation packages, aperating syst�ms, or computer hardware differing from those used by the da.ta's creator. ARTICLE 4— A�AILAB�LITY OF LANDS; SUBSiTRFACE AND PHYSICAL CONDITIONS; I3AZARDOiTS ENV�RONN�NTAL CONDITIONS, REFERENCE pOINTS 4.01 Availability of.Lands A. City shal! furrv5h the Site. City shall notify Contractor of any encumUrances or restrictions not of general application but speciiically related to u�e of the Site with which Contractor must comply in performing the Work. City will obtain in a timely matiner and pay for easements for permanent struciures or permaner�t changes in existing facili�ies. The City has obtained or anticipates acquisition of and/or access to right-of-way, andfor ease�nents. Any oulstiand�ng right-of way andlor easements are anticipated to be acquired 'm accordance with the schedtile set forth in the Suppiementaty Conditions, The �'z•oject Schedule subrnitted by the Contractor in accordance with the Contract Documents nlust consider any oi.�tstanding right-af-way, and/or easements. 2, The City has or anticipates rernoving and/or relocating utilitzes, and obstructions to the Site. Any autstanding remaval or �•elocation of utilities oar obstruetions is anticipated in accardan�ce with the schedule setfortH in the Supplementary Conditions. The Project Scheaule s�t�mitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructians ta 6e remo�ed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractar with a current staternent ot'record legal title and IegaJ description of �he �ands upon which the Work �s to be performed. C[TY OF FORT WOIZTI-I STANDARpCONSTRUCT]QN SPECIrICAT]ON DOCCTMENTS Revisian; $�,3pA21 00720D-1 GENERAt CONDITION S Page 12 of 63 C. Contractar sha11 provide for all add'ztianal lands anc! access thereto that may be required for construction facilities or stnrage of tnaterials and equ�pment. 4.02 Subsurface andPhysical Co�ditians A. Reports andDrawings: The Supplementary Conditions identify: 1. tkose reports lrn�wn io City of explarations and tests of subsurface conditions a� or cor�tiguous to the Site; and 2. thase drawings lrnown to Ciry af physical canditions relating ta e�sting surface or subsuY�£ace structiares at the Site (except Undergound Facilities). B. Limited Reliance by Contractor on TeehniealDcataAutho�ized: Cantractor may rely upon the accuracy of the "technica! data" cantained in such reports and drawi�gs, but sucli reports and drawings ax•e not Contract Dncuments. Such "technical data" is identifiec{ in the Supplementary Conditions. Coniractor may not rnake any Contract CJaim against City, or any of their affcers, directors, memi�ers, paririers, employees, agents, consultants, o�• subcontractors with respect to: I. the campieteness of such reports and drawings iar Con�actor's purpases, i�cluding, but not limited to, any aspects of the means, methads, techniques, seq�ences, and procedures of construction to be empioyed hy Contractar, and safeiy precautions and programs incident thereto; or 2, ather data, interpretations, opinions, and information contained in sucl� repoi�ts or shown or indicated in such drawings; or 3, any Contractor interpretation of or conclusion drawn fi•onn any "�ecluiical data" or any such other da�a., interpretations, apinions, or information. 4.43 DifferingSubsarrface o� Physicai Cn�ditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or re�ealed either: I. is of such a nature as io establish tllat at�.y "technical data" on which Contractor is entitied to xely as provided iti Paragra�h 4.02 is materially inaccurate; or 2, is of such a nature as to requu e�. change in �e Contract Documents; ar 3. differs mate��ially frorn that shown or �ndicated in the Cnntract Documents; or 4. is of an �anusual nature, and differs materially from conditions ordinarily encountered and g�neraiIy recognized as inherent in work of i.he character provided far in the Contract Docutnents; cirY or r• o�zT woR� STANpA1tDCONSTRUCTIDN SPECIFICATiON DOCUMENTS Revisian; 811.�1 ao�zoa-i GENERAL C6NL1iTI0N S Page l3 of 63 th�en. Contractor shall, pramptly after becorning aware the�•eof and before iiirther disturbing tha subsurface or physical conditions or performing any Worlc in connection therew�th (excepi in an emergency as requ�red by Paragraph 6.17.A), notify City in r�vriting about such condi�ian. B. Possible P�ice and Tfine Adjustments Cont�•actoz� shall not b� enti�led to any adjUstment in the Contract P�•ice or Contract Time if: 1, Cont�actor lcn�w of the existence of such conditions at the t�ne Cantraeior made a final commihnent tc� City with z�espectto ConieactPrice and Cont�act Time by the subrr�ission of a �id nr becoming bound under a n�gntiated cantract; or 2, the existence af such condition could reasonably har�e been di�cavex•ed ar re�ealed as a result of the exarnination of the Contract Docurnents or the Sit�; or 3. Contraetor fail�d to gi�e the written notice as required by �'a�.�agraph 4,03.A. 4.Q4 Undergr�ou�a'Facilities A. Shown oY Indicated; The information and data shawn o�• indicated in the Contx�act Documents with respect l-o existing Underground Pacilities at or contiguous to the Site is based on infarmatron and data. furnished ta City or Engineec by the own�rs of such Underground Facilities, including City, or b� others. Unless it is atherwi�e expressly pra�ided in the Supplementary Conditians: 1. City and Engineer shall not �e respnnsible for the accuracy or eompletene$s of any such information �r data pro�ided by olhers; and 2. the cost of all of the fallawing uvill be included �n the Corttract Price, and Cont��actor shal� have full responsibiliry fnr: a. reviewing and checking all such it�formation and data; b. lacating all Undergeound Facilities shown or indicated in the ContractDocuments; c. coordination and adjustment of the Wor1c witi� the owners of such �lndergraurid Facilities, includit�g City, during construction; and d. tHe safety and protectian of all such Underground I'acilities and repairing any damage thereta resulting frnm the Worlc. B. NotS�okvn orindicated.• 1, If an Undergrnund Facility which confYic�s with the Work is uncover�d or revealed at or contiguous to the S�te which was not showr� or indicated, or not shnwn or indicated with reasonable accuracy in tl�e Contract Documents, Cantractor shall, promptly after becoming aware thereof and �efore further disturbing conditions aff�cted thereby or performing any CTT'Y OP FORT WORTH STANDAIZDCONSTROCTION SPECIP[CATIdN DOCUIvfCNTS Revision: 8r13/2D21 00 �2 ao - i GENERALCONDITION S Page 14oP63 '�Vork in cnnnec�ion iherewith {except in an emergency as rec�uued by Paragraph 6.17.A), identify fihe owner af such Underground Facility and give notice to that owner and to Cily. City will review the discovered Undergraund Facility and deterxnine the e�ent, � any, to which a change may be requued in the Cont�•act Documents to reflect and document tHc consequences of the existence or location of the Undergrounci Facil'rty. Contractor shafl be responsible f�r the sa%ty and protection of such discovered Undetgrour�ci Faci�iiy. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued tp re�lect and document such canseguences. 3. Verificatian of e�sting utilities, structures, and service iine� shall includ� notif"rcation of all utility companies a m.inimum of 4$ hours in a.dvance of canstiruction inciudirig e�ploratory excavation i� necessary. 4.05 Refer�ence Poirrts A. City shal[ pro�ide engixzee�•ing surveys to esta�ilish reference points for canstruction, which in Ciry's jUdgment are necessary ta enable Contractor ta proceed with the Work. City will provide canstruction stakes or other customary method of rnarking to establish iine and �rades for roadway a�d utility construction, centerlines and benchmarks far bridgework, Contractor shall prol;ecl: and preserve the established reference points and pr•operry monuments, and shall malce �o changes or relQcatians. Con�actor sha�l reportto City whenever any reference point or property moniunent is lost or destroyed or requ�t•es relocation hecause af necessary changes in grades or locations. The City shall be responsible far the replacement or relocation af re%rence paints or property monumen�s not carelessly or wilifu�ly d�stroyed by the Contractoz•. The Contractc�r shall notify City in advance and with sufficient time to avo�d delays. B. Whenever, in the opinion of the City, any reference po�nt or monlunent has been carelessly or willfully destroyed, disturbed, or rernoved by the Contractor ar any of his employees, the full cost �'or replacing such points plus 2S% will he charged against the Contractor, aad tl�e full amount will be deducted frarn payment due the Contractor. 4.06 Hazar�daus Envir�onmental Conditian atSite A. Repo�ts and D�awings: The Supplementa�y Condrtians identify those repoirts and drawings krtown to City relatmg to Hazardous Environrnental Conditioi�s that have been identif'ied at the Site. B. Limited Reliance by Cantrcretor on Technical Data Authorized: Contractor may rely upon the accuracy of tl�e "technicaI data" eontained in such repo�ts and drawings, but such repar�s and drawirrgs are not Contract Documents. �uch "technical data" is identif'ied ir� the Supplementary Conditions. Cant�actor may not make any Contract Claim against City, or any of their afFicers, directars, mer�abers, par�ners, employee5, agents, consultants, or subcontracfiors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, �cluding, 6ui not limited to, any aspects of the raeans, met�ods, techniques, sequences and pz•ocedures af CITY OF FOKT WORTH 3TANDARDCQiJSTRUCT[ON SPECIFICATION DOCUMENTS Revisian: 823/1£7L1 0072(3�-1 GENERALCONDITION S Page 15 of 63 co�struction to be employeci by Contractor and safety preeautions and programs incident th.ereto; or 2. other data, int�rpretations, apiz�ians and information contained in such z•epoz�ts or shown ar indicated in such drawings; or 3. any Contractar interpxeiation of nr conclusion drawn from any "techriical data" or any such other data, infezpretations, opinions or informatian. C, Cont�•actor shalI not be responsible for any Hazardous Environmental Condition �ancavered ar reveaIed at tfie Site which was nat shawn o� indicated i� Drawings or Specificatians or identified in the Contraei Documents to be v�itl�in the scape ot'the Warl{. Cont�actor shall be respnnsible %r a Hazardous Environmental Condition created with any matet•ials i�fought to the Site by Contraetor, Subcontractors, Suppliecs, or anyone else for whom Contractar is responsible. D. If Contractor encounters a Hazardaus Envu•onrnental Condition or if Con�ractor or anyane for whom Contracfor is responsible creates a Hazardous Environmenta.l Conditron, Cantractor shall immedial:ely: (i) secure or otherwise i�olate such cc�ndition; (i� stop all Work in connection vvith such condition and in any area affected thereby (except in an emergency as required by Paragrapl� G.17,A); and (iu�} natify City (and prorr�ptly thereafter confirfn such notice in writing}. Ci�y may cansider the neeessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with su�h conditioxa or in any affecied area until after City has obtained any required peemits related tlaereto and delivered writCen notice to Cantractor: (� specifying that slich condition and any affected area is or has been rend�red suitable far the resumption of Work; or (u) specifying arzy special conditions vnder whi�h such Work may be r•esumed. F. If after receipt of such written n�tice Contractor does not agree to resume su�ch Wark based on a reasonable belief it is unsafe, ar does not agree to resume suc�i Work under such special conditions, then City may order the portion of the Wark thai: is in �e area aifected by such condition to be deleted from the Work. City may have such deleted portion aithe Work performed by City's qwn forces or o�hers. G. To the fullest extentperrnitted by Lcryvs and Regulations, Contraetot� shall inca'emnify and hold harmless City, f�om arad against all clainas, costs, losses, and damages (including but not lirnited to all fees and charges of engineers, architects, attor^neys, a�ad othep professia�rals and all co�t a� a�biiration or other dispute resolutiora cost.$) a�^ising out of or relating to a Hazardou� Envir�pnmental Gonditio�a c�eated by Contractaror byanyoneforwhorrtContt•acto� is r�esponsible. 1Vat`hing an this Parag�ap�t 4.Od.G shall obdigate ContrqctaY to inderr�nify any andividual or entily fYom a.nd against the conseq�en.ces of that individual's oY entity's own n�gligence. H. The prQvisions of Paragraphs 4.02, 4.03, and 4,O�1 do not apply to a Hazardo�as En�iranmental Condiiion uncovered or revealed at the Site. CITY OF FDRT WORTH STANDAItI3CONSTR[1C71QN SPECIPICATI4N DpCUMENTS Revisinar 8J13J1�12] 0072QO-I GENERAL CONDITION S Page 16 of b3 ARTICLE 5— B4NDS AND INSURANCE 5.�1 Lieensed SuretiesandlnsuNers 5.02 5.03 A�l bonds and insurance reguued by the Can�raci Docutnents ta be purchased and maintained by Coi�tractor shall be nbtained from surety or insurance companies that are duly licensed or authorized in the Sta.te of Te�s to issue bonds ar insurance policies for the limits ancl ca�erages so required. Such �urety and insuranc� com�anies shall also meet such additional requirements and qualif'�cations as may be pra�vided in the Supplerz�enta�y Conditions. Performance, Payrraent, andlytarntenance Bonds security for the faithful performance and payment of aIl of Contrac�or's obligations under the Contract Documents. A. Contractor shail furnish performance and payment bon.ds, in accordance with Texas Government Code C�apter 2253 or successor statute, each in an amount eQual to the Contract Price as B. Con�ractor shall fiuni�h main:tenance bands in an amount equal to the Contract Price as security t0 �]COY�Gi �1� City against any de�ects in any portion of tl3e V11ark described in the Contract Doeumezats. Maintenanee boncis shall remain in effeet fat• two (2) years after the cEate t�f Final Acceptance by ike City. C. AI� bonds shall be in the form prescribed by the Contract Dacuments except as provided otherw�se by Laws or Regulations, and shall �e executed by such sureties as are named in the list of "Companies Holding Ger�ifcates of Authority as Accepiable Sureties on Federal Bonds and as Acceptab�� Reinsuring Companies" as �ublished in Circular 570 {amendedj by the Financial Management Ser�ice, Surety Bond BraneH, U.S. Departnnent of the Treasuty. All bonds signed by an agent ar a�torney-in-faet must be accompanied by a sealed and dated pawer of attarney which shall show that rt is effective on the date ihe agent or atiorney-in-fact signed each bond. D. Ifthe surety on any tyond fitrnished by Conf.ractor is de.clared bankrupt or becomes insolvent or its right to do business is termina�ted in the �tate of Texas or �t ceases to me�t the requirements of Paragrapl� 5.d2.C, Contractor shall pro�nptiy notify City and shall, with.in 30 clays afterthe event giving rise to such natification, provide another �ond and sur�ty, bath of which shall comply wiih t�e requirements of P aragraphs 5. d 1 and 5.02. C. Certificates af Insurance Contractor shall deliver to City, with copies to each additional 'msured and loss payee identified in the Supp�ementary Conditions, certificates of insurance (other e�idence of ir�s�.it'ance requested by City or any other additional insur�d� in at least the minimum arriount as specified in the Supplementary Conditions which Cont�actor �s req�ued to purchase and maintain. 1. T�ie certificate of insurance shail document the City, and all identified entities named iri the Suppl�mentary Canditions as "Additional Insured" an all liability policies. Cl'1'YOF P'ORT WORTH STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: efZ3/L;1Q1 ao7zoo-� G�N�RAL C,ONQITION 5 Yage l7 of 63 2. The Cont�•actor's general liability inswrance shall includ� a, "per praject" or "per Iocatinn", endorsement, �vhicH shall 6e identi�ed in the certificate of insurance pro�ided to the City. 3. The certificate shall 6e signed by an agent auihorized to bind coverage on behalf ofthe insured, be complete in its entirety, and show complete insurance carrier na�nes as Iisted in ihe current A.M. Besl Propetty & Casualiy Guide 4. The ins�,uers for al! policies must be licensed andlor approved to dd business in the �tate of Texas. Except for workers' compensatzo.n, all insurei•s must have a minimum rating of A�: VII irr the ci�rrent A. M. Best Key Rating C�aide ar have reasanably equivalent financial stre�l�h and s�lvency to the satisfactton af Risk Managernent, If the ratin.g is below that requ�red, written appraval of Ciry is reqaired. 5. All applicable policies shall include a Wai�er of Subrogaiion {Rights af Recovery) in favo�• of the City. In addition, the Contractor agrees to waive all rights of sub�ogation against the Engineer {if applicable), anti each additional insvred identif�ed in the Supplementary Condi�ions 6. Failure of the City to detnand such cet-tificates or other e�idence of full compliance wi�h the insurance requirements or failure of the City to identify a defciency from evidence that is provlded shall not be construed as � wai�er of Contractor's obligation to maiuntain such line.s of insu�•ance coverage. 7. I� ins�aranee policies are not w�•itten for specified coverage l�nits, an Umbrella or Excess Liability insurance f�r any differences is required. Excess Liability shall fo1lovu %rin of the primary cov�rage. 8. LTnless oth�rwise stated, all requ�red ieksu.rance shall be written on ilie "occurrence basis". If coverage is underwritten on a claans-made basis, the retroac�ive date shali be coincident with or priar to the date of the �ffective date af the agreement and the certificate of insurance shall siate that the coverage is claims-macle and the reiroaciide date. The insurance coverage shall be maintained for the duration of the Gontract and for three {3) years follo�ving Final Acceptance pro�ided under the Conteaci Documents or for tlle warranty period, whichever is longer. An annual cert�icate of insurance submitted to the City shali euidence such insurance co�ezage. 9. Policies shall have no exclusions 6y endorsements, which, neither nuUify ar amend, �� requu•ed lines of coverage, nor decrease the limi�s of said coverage unless such endarsem�nts are approved in writmg by the City. In the event a Conlract has been bid or eXecuted and the exclusians are deternnined to be unacceptable or the Ci�ly des�res additional ic�surance co�erage, and the Gity desiues the contractorfengineer to abtain such coverage, the contractprice shall he ac�justed by the cost of the premium for such additional coverage plus I4°/p. 10, Any se}f-insured retention (SIR), in excess of $25,OOd.00, affecting required ins�,u•ance coverage shall be approved by the City in regards to asset �alue and stockhoid�rs' equity. In CTTY DF FOR'1' WORTE-I STANDARDCONSTRUC7'ION SPEC[CICATIdPS DQCUM�.IVTS Revision: $2�DA21 00 72 0Q -1 GEN�RALCON�fTION S Page 1$ oF 63 Iieu of iraditional insurance, alternative co�erage mainta�ned throug� insurance pools or rislc retention groups, must also be approved by City. 11. Any deductible i� excess of $S,OOOAO, for any policy t�at does not provide eo�erage on a frst-dovar l7asi.s, must be acoeptable to and appro�ed by t1�e City. 12, City, at it� sole discretion, reserves the right to review tlie insurance requireinents and io make reasonable adjustments to insurance co�erage's and their 6mits when deemed necessaty and pr�adent by the City based upon c�anges in statutary iaw, court decision or the claims history ofthe industry as w�ell as of the contracting party to the City. The City shall be required ta provide prior notice of 90 days, and the insurance adjustments shall be incorpo�•ated into the Wark by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies af policie s and endorsemeirts thereto and may rnalce any reasanable r�quests far deletion or revisian nr mod�cations of particular policy terms, cond�tions, limitatians, or exclusions necessary ta conform t4ie policy and endorsements to th� requirements affhe Contract. Deleiions, revisions, or modifications s4�all not be required wher� policy pro�isians are established by lavv or regulations binding upon either party or the underwriter on any such policies. 14. City �hall not be responsible for the d'u•ect payment of irisurance prenuum costs for Contractor's insurance. 5.04 Cont�^actor's Insr�rance A. Workers Campensation and Employers' Liability. Contractor sha�I purchase and maintain such insurance coverage with limits consistent w�itt� statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. �Q6, as amerrded), and minitx�um limits for Emplayers' L�abili�.y as �s appropriate for the Work beitag �erf�rmed and as will provide protection from claims set forth belaw which may arise out of ar result frarr-� Cantractor's perforrnance o�the Work and Contractor's other obiigations under the Contract Documents, �vhether i� is to be performed by Cantractnr, any Subcontractor or Supplier, or by anyona directly or indirectly employed by any of them to perform any of the Worlc, or by anyone for whase acts ar�y of them may be liable: 1. claims under workers' eompensation, disability benefrts, and other similar employee benefrt acts; 2. ciaims for damages because of bodily injury, occupational sicicness or disease, or death of Contractor's employees. B. Comrnercial Ge�eral Liabidity. Co�erage shaU include but nat be limited to caverir�g liability (bodily injury or pro}�erty damage) arising From: prcmisesloperations, independeni contractors, productslconapleted operations, persanal injury, and Liability under an ins�ed contract. Insurance shail be provided on an occurrence basi�, and as comprehensive as fihe current Insurance Services Off�c� (ISD} palicy. This insurance shal! apply as prunary insuranee with respect to any other CITY DF FORT WORTH STANDAADCONSTRUCTION 9PECIF[CAT10N DpCiJML"•N'I'S Revision: 8�I3I�'A21 Qfl720Q-1 G�N�RAL CONQ IT I�N S Pa&e 69 of 63 insurance or self=insurance progi�ams afforded to t�-ie City. The Cammer�cial General Liability �aolicy, shall have no exclusions by endorsements ihat would alter of nullify premises/aperatians, products/completed aperations, contractual, persanal injuiry, or ad�ertising injucy, which are normally cantained with the pfllic�, un�ess the City approves such exclusions in writing. For con.stx�uction projects that present a substantial completed operation exposure, the Gity may require the conteactor to maintain corr�pleted operations coverage for a minimum of na less than thu�ee (3} years foIlowing the cornpletion of t�ie project (if identi�ed in the Suppfementary Conditions). G. Autorrrabzle Liabi�ity. A comrnarcia] business auto policy shall pcovide coverage on "any auto", defined as autos owned, hired and non-owned and provide indernnity for claims for damages because bodily injuiy nr death of any person and or prope��ty damage arising out of the work, rnaintenance or use af any rnotor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of then� to pe�farm any ofthe VtTnrlc, or by anyone for whose acts any of them tnay be liabte. D. Rail�oad Proteciive Liahiliry. If any of the woark or any �arranty work �s wi�hin the limits af rail�oad right-of-way, th� Contractor shall comp�y with the requirements identi�ed in the Suppletnentaty Cnnditions. E. Notiffcation of Policy Cancellation.• Cont:ractor shal! immediately notify CiLy upon cancella.tion or �ther lass of insurance coverage. Con�•actor shall stap worlc until replace�nent insurance has been procured. There shal[ be no t'vne credit for days not worked ptarsuant to this section. 5.05 fleceptance ofBondsandlnsura�ce,� Option ta Replace If City k�as any objection to the coverage affotded by or other pravisions af the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Artzcle 5 on the basis af nan-conf'armance wi�h the Cantract Docurnents, the eity shall so noii�y the Contraciar in writing within 10 Business Days affet receipt of the cei�tificates (or other evidence requested). Contractor shall provide tQ the City sueh additional inforrnation in respect of insurance pravided as lhe City may reasonably reyuest. If Cantractar does nat purchase or nn�intain all of the bdnds and insuraance required by the Contraet Documents, the City shall natify the Contractor in wri�ing of such failuz•e prior ta the start of the Worl�, of� of such failure to maintain prior to any change in t�e reqUired eoverage. ARTICLE 6 — CONTRACTQR'S RE�PON�IBILITIES 6.OI Supervision ar�dSupeYintende�aee A. Contractor shall superv�se, inspect, and cfir�ct the Work cotnpeteniIy and efficient�y, devating such attention thereto and applying such sI<.ills and expertise as may 6e necessary to perform the Work iu� accardance with the Conlra.ct Dacuments. Contractor shall be solely responsi6le for the means, m�thods, techniques, sequences, and procedures of construction. CITY OF F QRT W pRTH STANDAItDCONSTRUCTION SPEC7rICAT10N DOCi]MENTS Rev ision: 823IL02] Q07200-1 G�NERAL OONDITION S Page 20 of 63 B. At all tu�nes duri�g the progress of t.�e Work, Contractor shall assign a competent, English- spealcing, Superir�fiendent who shall not be replaced without r�ritten notice to City. The Superintendent will be Contractor's representative at the Site at�d shall have authority to act on behalf of Cantractor. All cartamunication gi�en to or recei�ed fror� the Superintendent shalI be bi�ding on Contractor. C. Contractor shall noti�'y the City 24 hours priar to moving areas d�u•ing the sequence of canstructian. 6.02 Labor; WorkingHours A. Cont�•actor shal� provida cornpetent, suitably qualifi�d personriel to perform construction as required by the Contract Docurnents. Contractor shali at all times maintain good dasciplir�e and order at ti�e Site. B. Except as otherwise required far the safety or pro�ection of persons or ihe Worlc or praperry at the Site or adjacent thereta, and ex�ept as otherwise stated in tiie Contract Docuixxent�, all Work at ihe �ite shall be performed dur�ng Regular Working Hours. Contractor vvill not permit the performance of Worlc beyond Regular tiUor�Cing Hours or f�r Weekend Worl�ing Hours without City's written consent (r�vhich will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Worlc: l. for beyond Regular Worlc�ng Hours request rnust be nnade lay noon at least two (2) Business Days prior 2. for Weekend Working Haurs request must be mad� by noon of ihe preceding Thursday 3. far legal holidays request must be made 6y noon two Business Days prior to th.e legal holid�ay. 6.�3 Se�vices,ll�ateraals, and Ec�uipment A. Un1e5s otherwise speci#i�d in the Cantract Documents, Contractor shall provide and assume full responsibiiity for all ser�ices, mater�als, equipment, labor, tt-anspot�ation, construction equiprr�ent and znachinery, tools, appliances, fuel, power, light, heat, telephone, water, sanrtary facilities, temporary facilities, and all other faciLities and incidentals necessaty for th� performance, Contractor required testing, start-up, and completian of the Work. B. A�1 materials and equiprnent incorporated �to the Work shall be as specified ox, if not speciffed, shall 6e of good qna.lity and new, except as otkxerwise provirled in t11e C�ntract Documents. All special wat7anties and guarant�es required by the Specif'�catians shall expressly i�un to the benefrt of City. It' requ'rred by City, Contractor shall furnish satisfactory e�vidence {includin� r�ports of requi�ed tests) as ta the source, lu�d, and c�uality of materials and equipnaent. CITY OF FQRT WORTE3 STANDARDCONSTRUCTlON SPEC�FICATIdN DQCUMEIV7'S Revision: $2�E a0 72 00 - I GENERAL CONnITION 5 Page 2 L of G3 C. All materiais and equ�pment to be incorporated into the Work �l�all be stored, applied, installed, connected, erected, protected, used, clea.ned, and conditioned in accardance �vi�la icastructions of the applicable Supplier, except as otherwise may be provided in the Contract Dacuments. D. All ite�ns of standard equipment to be incorporated into the Work sh.all be the latest model at the tirne of bid, unless otherwise specified. b.Q4 ProjectSchedule A. Contractor shall adhere io the Project Se�ledule established in accordance with Paragraph 2.07 and the Gener�l Requireznent� as rt may be adjusted fi•om tune tn tnne as pro�ided belaw. 1. Contrac#or shal! submi� to City far acceptance (to �he e�ent indicated in Paragraph 2.07 and the Genera] Requirements} proposed adjustments in �he Project Schedule that wiI[ not result in changing the Contract Tit-t�e. Such adjustments will comply with any provisions a� the General Requi�ements applicable thereto. 2. Contractor shall submit to City a rnontE�Iy Project Scheefule rnxith a monthly progress payment foi the duration of the Cantract in accordance with the scheduIe specification O1 32 16. 3. Proposed adjustments in th� Project Schedule that �sri[] change the Contract Tim� shall 6e subxnitted in accordance wit�� the requirernents of Article I2. Adjustments in Contract Time may only be macfe by a Change Oeder. 6.05 Substit�tes a�rd "Or-Equals" A. When�ver an item of nnaterial or equipment �s specified or de5cribed in the Contract Documents by using the narx�.e of a proprietary item or the nam.e of a particular Suppliez•, the specifieation or description is intend�d t� establish the type, function, appearance, and quaiity required. Unless fihe specif'ieation or description contains or is fol[owed by words readic�g that no Iilce, equi�aleni, or "or-equal" item or no substitu�ion is permitted, other items of material or equipment af other Suppliers may be submitted to City for revie�w under the circurnstances described belaw. "Or-Equal"Ite�rs: If in Ciry's sole diseretion an item of material or equi}�ment proposed by Ct�ntractor is functianally equal to that nained and sufficiently similar so that no change in related Worlc will ba required, it may be considered by City as an "or-equal" item, in which case review and appro�al of the praposed iiem may, in City's sole discretion, be accorr�plished �vithout cornpliance with same or all of tlie requiremen�s for approval of proposed substitute items. For the purposes af this Paragraph 6.OS.A.1, a proposed item o� mateeial or equipment wi.11 be considered functianally �qual to an itenri so named if: a. the City determin�s tha�: 1) it is at least equal iri materials af constructian, quality, d�rability, appearance, st�ength, and design characteristics; CTTY OP PORT WpRTH STANDhLl2I�CONSTRUCT1pN 5P&CIPICATLON DOCUMF.IVTS Revision: R%Z3/1A2I oa �z on - i G�NERAL Ct7NDITIaN 5 Page 22 of 63 2) i� wjl! reliably pe�-£orrn at least equally well the function and achieve the x�esults imposed by t.he design concept oftlie compieted Praject as a funetioning �vhale; and 3) i� has a proven record of performance and availabifity af responsive service; and b. Contractor certifies that, if appraved ancf incor�orated i�to the �ork: i} �here wil� be no increase in cost to the C�ty or 'rncrease in Contract Time; and 2) it will canforrn substantially to the detailed requirements nf thE item named in the Contract Docurnents. 2. St�bstiiute 1'tems: a. If in City's sole discre�ion an i�em of material or �quipment propased by Coniractor does not qualify as an "or-equal" item under Paragraph 6.05.A. �, it may be submitied as a proposed substitute iCem. b. Contractor shall submit sufficie�lt information as provided belo�ncr to a]Iow Cit}+ to determine if the item of riaaterial ar equipment proposed i� essentia�ly equivalent to that nazraed ar�d an acceptable su6stitute therefor. Requests for review of proposed substitute items of materiaj or equipm�nt will not be accepted by City from anyone ather than Con�ractar. c. Contractor shall make written application to City Fnr review of a proposed substitute it�m of mater�al oe eq�ipment that Contractor seeks to fur�ish or use. The applieatian shall comply with Sec�ion O1 25 00 and: 1) shal[ certify thatt�e propr�sed substitute item will: a) perform adequately the functions and achie�e the results called for by the general d�sign; . b) be sunilar in substaMce to tktat speeified; c) be suited ta the s�me use as that speciiied; and 2} will state: a) tk�e e�ent, if any, to which the use of the proposed substitute rtem will prejudice Contractor's achievement of final completion on tiene; b) whether use of �e proposed substi�ut� item in the Worlc wiU require a cl�ange in any of tha Contract Documents (or in the pravisions of any ather duect contract with City for ather wark on the Project) io a�apt the desigri ta the proposed substitute item; CITYQFFqRT WflRTH STANDAItDC01�5TItlICTION SPECIPICAI[ON DqCUMCIVTS Revision: 8r13C1�1 p07ZUO-I GENERAL CONO ITION 5 Page 23 of 63 c) whei:her incorporation o�• use of the praposed substitute item in connection with the Warlc is sub�ect to payment of any license fee or royalty; and 3) wiEl identify: a) all vari�tions of the �r•opased substitute itein frofn that speeified; b) ava�Iable engineer'v1g, sales, maintenance, repa�•, and replacement seivices; and �} shall �ontain an itemized estimate of all costs or credits that will resUlt d�rectly or indirectly from use of suoh substitute item, including cosis of redesign and Damage Claims of otl�er contraetors affected by any resulting change. B. Substitute ConstructionMethods orProcedures: Ifa specific means, method,techz�ique, sequ�nce, ar procedure of canstruction is �xpressly reQuired by the Contraet Documents, Contractor• may fuenish ar utiGze a substitute tneans, method, technique, s�quence, ar pzocedure of construction approved by �ity. Contractar shall submit sufficient information to allow City, in City's sole discz•etion, ta �[etermine that the substitute proposed is equivaleni to that expr�ssly called for by the Contraet Documents. Cantractar shall make written app[ication tn City for review in the same manner as those pravided in Paragra�h 6.OS.A.2. G City's Evaluation: City will be allowed a reasorzable time vc�ithin which to e�aluate �ach proposal or submittal mat�e pursuant to Paragt'aphs 6.�S.A and b.OS.B. City rxaay require Cont�-actor to furziish additionaI dafa about the proposed s�bstiLute. City will be the sole jucfge of acceptability, No "or-eq�al" or substitute will be ordered, ulstalled or utilized until Ciry's re�view is complete, which will be euidenced by a Change Order in the case of a substitute and an accepted Submittal for an "oi°-equal." Ciry will advise Cont�•actor in writing of its determination. D. �pecial Guarantee: City may require Contractor to furnish ai Contractor's expense a sp�cial performance guaz'antee, warranty, or other surety with respectto any substitute. Co�2tractor�shall i�tdemnify and hold har�tless City and anyone di�ectly o� indi�^ectly efnployed by themfram and against any and aIl claims, darnages, lo,ss�s andexpenses (includingattorneys fees) arisingout of the use of substituted rt�aterials or equiprrtent. E, City's CostRefmbuY,sement: City will record City's costs i� evaluaiing a substitute proposecE or suE�mitted by Cantractor pursUant to Parageaphs 6.OS.A.2 and 6.QS.B. Whether or nnt City approves a substi�tute so proposed or submitted by Contractor, Contractor tnay be required to reimbu�•se City for evalaating each such proposed substitute. Contractor may also be i•equired to reimburse City for the charges for rrzaking changes in the Contract Dociunents (or in the p�•o�isions of any other du•ect contract with City} resulting froin the acceptance of each proposed substitute. F. Contracta�'s Expense: Contractor sl�all pt�ovide all data in support of any propased substitute or "or-equal" at Contractor's expense. C7TY OF F ORT WOT21`H STANDARRCdNSTRIIC:fION SPEC.IC[CATIO.N DOCUMEIVTS Revision: 8/Z3Id�21 00�200-� C�NERALCO3VDITIOM1lS Pagc 24 oF 63 G. Caty Substatute Reimbursement:Costs (savings o�• charges} attributable to acceptance of a subst�tute shalI be iricorporated to the Contract by Chan�e Order. H. Time Extensions:Na additiona� time wili be granted for substitutions. G.46 Co�a.ce�ning Subcantrcrctors, Supplrers, and �thers A. Contractor shall perf'orm with his own organization, v�rork of a value not less than 35% of the �alue embraced on the Contract, un�ess otherwise approved by the City. B. Contractor shall nat emp�oy any �ubcontiractor, Supplier, or atkier individual ar e�tity, whether ini�ially or as a replacernent, against wham City may have reasonable abjection. Contractor shall not be rrequired to ei�ploy any Sui�cant�actar, Supplier, ar other individual or entity to furnish or perform any of the Wark against wharr► Contractor has reasonable objection {excluding those acceptable to City as indicated in Para�rapt� 6.06.C}. C. Tk�e City may from time to time requue th� use of certain Subcontractors, Suppliers, or ather ind'rviduals or entities on the pro3ect, and will provide such requirements in the Suppleznentary Conditions. D. Minority Business Er�terprise Compliance: Tt is City poLicy to ensure the full and equita.ble pat-ticipation by Miunarity Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contrac� Documen�s provide for a MBE goa�, Contractor is eeyuired to cornply vvith the intent of t11e Ciry's MBE Ordinance (as arnended) by the. foIlovving: 1. Cantractar shali, upon requesi by City, provide comp�ete and accurate information regarding actuaI work pei�formed by a MBE on the Contract and payment t�erefor. 2. Cantractor will not malce additions, deietions, ar subst�tutions of aecepted MBE without written consent af th� City. Any �anjustified change or deletion shall be a material breach of Contiract and may result in debarment in accordance with the pracedures outlined in the Ordinance. 3. Contractor shall, upon requestby City, allow an audit and/or e�afnination of any books, records, or files in the possessian af the Contractor that will substantiate the actual work performed by an MBE. Maferial nnisrepresentation af any nature will be �rounds for tez-nnination af the Contract in accordance with Paragrapk� 15.02.A. Any such misrepresentatian may be grounds far disqualificatian of Contractor to hid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible t� City for ali acts and omissions of tha Subcontractars, Supp�iecs, and other indiv�civals ar entities parforming or furnishing any af the Work �ust as Cantractax is respansibl� for Contractor's own aets and omissians. I�othing in the Contract Documents: ciTv or Fonr wox rH STANI7ARDCONSTRUCTION 5PECIPICATION DpCi]MFNTS Re�ision: 823IL0�1 oa�2oo-i GENERALCONDITIONS Page 25 nf G3 1, shall create for the bene�it of any such �Subcontz•actor, Supplier, or other individual or entity any contractuaI relationship between City and any 5uch Subcontractor, Supplier ar ot�e�• individua 1 or entiry; nor 2, shall create any obligation on ihe part of City to pay �r to see to the payxnent of any moneys due any such Subcontracior, Suppiier, or other indi�idua 1 ar entity e�cept as may otherwise be required by Laws and Regulations. F. Cont�actor shall be solely r�spansible for sched�aling and eoordinating the Work af Sul�contractors, 5uppliers, and other individuals or entities performin� or furnishing any of t�e Worlcunde�• a di�ect or indirect contract with Contractor. G. A1[ Subcontractars, Suppliers, and such �t�1er indNiduals or entities perfoz•ming or furnishing any of the Work shall communicaie wi�h City through Cont7ractor. H. All Work perfarmed for Contractor by a Subcontractar or Supplier will be p�rsuant to an appropriate agr�ement betv�een Contractor and the Subcontractor or �upplier which speci�caily binds the Subcontractor ar Supplier to the applicable tertns and conditians of the Cantract Documents for the bene£�� af City. 6.07 Wage Rates A. Duty to pay Prcvailing W�rge Rates. The Contracfar shall comply with all requirements of Chaptex 2258, Texas Government Code (as amended), including the payment of not less than the z•ates determined by the City Council af the Czty ofFort Worth to b� the pr�vailmg wage r�tes in accordance ��h Chapter 2258. Such pre�ailing wage rates are included i� these Contract Documents. B. Penaltyfar Vaolation. A Contractor nr any Su6cant�actor who does not pay the pre�vailing �vag� shall, upon demand made by the City, pay to the City $60 fo�• each worl�er employed %r each calendar day or part of th� day that the worker is paid Iess than the prevailing wage t at�s stipulate d in these contract documents. This pena.hy shap be retained by the City to offset its adcninistrati�e costs, pursuant to Texas Go�ernment Code 2258, 023. C. Corrrplaints of Vaolaiipns and Caty Determrnataon nf Gaod Cause. On receipt of information, including a coraplaint by a worlcer, concerning an alleged vialation of 225$.Q23, Texas Government Code, by a Contractor or Subcontractor, the Ciry shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the vialatian occurred, The Ciry shall notify in w�•itu�g the Contractor or Subcontractor and any affected workec of its initial determination. Upon the City's determination tkiat fik�ez°e �s good cause to belie�ve the Contractor or Subcontraetor has violated Chapter 225$, the Ciry shalI retam i;he fulI amounts claimed by the claimant or claimants as the difference between wages paid and vvages due under the �reuailing wage rates, such amounts being subiraeted from successive progress payinents pendir►g a final determination o�the violation. CITY OF FORT WORTH STANllAItDCONSTRUCT]QN SPECIFICAT[ON DpCUI1+IETITS Revision: S/�3202[ 00 72 00 - I GEN�RALCON�fTION S Page 26 of G3 D. AYl�itf-ation Required if ViolationNotResolved. An issue relatin� to an alleged violation of Section 2258A23, Te�s Governrnent Code, includuag a penalty owed to the Ci�y or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General �.rbitration Act (Ai-�icle 224 et seq., Revised Statutes) i� the Contractor or Subcontz•actor and any affectedworlcer does nr,t resolve the issue by agreementbefore the 15th day afterthe datethe City makes i�s �nitial determination pursuant �o Paragra�h C above. If the persons required to azbiitrate under this section do not agree an an arbitratar before the 1 It� day after the date thai arbitration is required, a district cour� shall appoint an ax•brtrator on t4ie petitlon of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on ali parties and may be en�orced in any court of competent juz�isdiction. E, Recprds to be 1Ylaintaaned. The Contractor and each Subcontractot• shafl, �or a p�riod of i:hree (3) yea.rs following the date of acceptance of the work, maintain r�cords that show (i} the name ailci occupation of each worker emplaycd by the Contractor in the eonstructian of the Work provide d for in tl�is Contract; and (iu.) the actual per diem wages paid to each vvorker. The records shall be open at all reasonable hoLus for �nspection by th� City. T11e provisions of Par•agraph b.23, Right to Audit, shall pertain to this inspection. F. Progress Paymenfs. With each progress payment or payroll period, whichever is less, the Contractor shall submit an af�davit stating thatthe Contractor has complied vcirth the requirements of Chapter 2258, Texas Government Cade. G. Posting of �Vage Raies. The Contractar shall past prevailing wage rates in a conspicuous plac� at aIl times. H. Subcantractar Campliance. The Contractar shall include in rts s�bcont�•acts andlor shal� otherwise require a!I af its Subcantractors to comply with Paragraphs A through G above. �.0$ Patent Fees a�d Royalties A. Contracior shall pay all license fees and royal�ies anci as�urne aA casts incident to the use in the perforraance of th� Work or the iracarporation in the V�ork of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a pa�ticular invention, desi�m, pracess, product, ar device is specified i� the Contract Documents far use in the performance tif the Work and af, to the actual knawledge of Ciity, i�s use is subject to patent rights or copyrights calling for the payment of any lieense �ee or royaliy� to others, the existence of such righls shall be dis�losed by C�ty in the Con�ract Docwnents. Failure of the Ci[y to disc�ose such information does not relieve the Contractar from its obligatians to pay for the use of said fees or rayalties to others. B. To the fullest extent permitted b,y Laws ana' Regulations, Cont�acio� shall indersanify and hold harmless City, fra�t and againstall claims, costs, la�sses, and damages (including but �tot lirsaited to all fees and cha�ges of engrneers, arch�tects, �ttorneys, cand other pr�afessioncals and all couYt o� arbitt-ation a� other dispute resalution costs) ari�ing out of or relrrting to any infringement of patentrights o� capy�'ights incidentto tlae xese in the pe�for^mance of the Work or re.suitirtgf�orn CITYOP FaRT WORTH STA]\TDARDCON3TRUC'CION SPECIFICATiON DOCi.TMEiVT'S Revisian: 571371A21 oa�zoo-i GENERAL CONBIT{ON 5 Page 27 oi63 th� inco�poratian in the Work of any i�tvention, design, process, p�^oduct, o� device notspecified in the ContNactDocuments. 6.09 Per��taft� and Utilities A. Cantractar obtained peNrytiis and licerzses. Gonira.ctor shal! obtain and pay for alI construction permits aad �icenses except those pravided for in the Supplementary Conditions or Contract Documents. City sha�l assist Cantractor, wh�n necessary, in obtaining such permits anrt licenses. Contractor shall pay all governmenta! charges and inspection fees necessary fot the �rosecution of the Vi�ork wY►ich are applicable at the time of open.ing of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for perrnits provided 6y thc City as specified in b.U9.B. City shall pay all cha�•ges of utility owt�ers far connactions far providi�g perman.ent service to the Work. B. City obtainedper�nzits andlicerrses. Ciry will obtain and pay for all permits and licenses as provided for in the Su�plementaiy Conditio��s or Gontcact Dacunnents. It wi[l be tne Contractor's responsibili�y to caery out the pro�isions ai the per�nit. If the Contractor initiates chang�s to the Contract and the City appro�es the changes, the Contz•actor is responsible for obtaining clearances and coaidinating witl� the appropriate regulato�ry agency, The Ciry wiU not reirriburse the Contractor for any cost associated with these requirernents of any City acquired permit. The following are permiCs the City will obtain if required: 1. Te�cas Deparkment- of Transpartation Per�nits 2. U.S. Army Corps af �ngineers Perrnit� 3. Te�.s Cannmissian o� Environrnental Quality Permits 4. Rai�•oad Company Perrnits C. 4utsta�di�g permits a�zd licenses The City anticipates acquisitian of and/or access tn pexmits and licenses. Any outs�andicag perz�aits and licenses are anticipated to be acquired in accordance with the schedule set %rth in the Supplementary Conditions. The Project Schedule subinitted by the Contractor in accardance wiih the Conttact Doeunttents m�st consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Con�z�actor shall give all natices re.quired by and sha12 co�nply witta al] Laws and Regulations applicable to the performance of tt�e Work. Except where otherwise exp��essly rec�uued by applicable Laws and Regulations, the City shali not be responsible for monitoring Cont�•acto�•'s compliance with any La.ws or Regulations. B. If Contractor perforrris any Work lrnnwing or having reason to lcnow that it is contraz�y to Laws or Regulations, Cantractor shal] bear all claims, costs, losses, and damages {includi�g but not limited to al� fees and charges o� engineers, archi�ects, attarneys, and dther professionals and alI CI"I'Y OF FORT WORTH 5TAI�TBARDCONSTRUCT[ON SPECIC[CAT1�N DOCLIMEN'CS Revision: 823/1�D21 00 72 00 - l GENERAL CONDITIDN S Pagc 2$ af G3 court or arbitxatian or other dispute resolution costs) arising out of or relating ta such Work. However, it shall not be Contractor's responsibility to maIce certain that the Specif'ications and Drawin.gs are in accordance wi�th Laws ar�d Regulations, but this �hall not relieve Contractnr of Cantractor's abliga�ions under Paragraph 3.02. C. Changes in Laws or Regulatians not lmown at the t�ne nf opening of Bids having an effeet on the cast or time o� perforrr�ance of the Work may be the subject of an adjust�neat in Contract P� iee or Contract Ti�r►e. 6.11 Taxes A. On a contract awarded 6y the City, an arganizaiion which qua�iE"�es for exemption pursuant to Texas Tax Code, Subchapter H, �ections 151.301-335 (as amendeci), tlle Contractor may pur�hase, rent ar lease all r�aaterials, s�ppfies and equipment used or consumed in the perfarinance of t4iis contract by issuing to hi� supplier an exemption cert�icate in l�eu of the ta.x, said exernption certzficate to comply with State Comptroller's Ruling .�Q7. Any such exe�nptian certificate �ssued to the Contractor in li�u of the tax shall be suhject to and sha�l comply with the provision af State Comptroller's Ruling .011, and any other appl�cable rulings pertaining io the Texas Tax Code, Subchapter H. B. Texas Ta��ermits and information may be obtained from: 1. Camptro�ler of Public Accounts SaIes TaxDivision Capitol Station Austin, TX 78711; or 2. http;�lwwv� .w_indo�: .�tate.t�c.nsltaxin#cftaxforms/�3-farms.html 6.12 Use of Site and Other At^eas A. Limitation o n Use of Site and Other A�eas: 1. Car�tractor shall confine construction equiprrient, the storage of ma#erials and equipment, and the operations of worke�s ta the Site and other areas permitted by Laws and Regulatians, and sHall not unu•easonabiy encumber the Site and other areas with construction equipment or other mat,�rials or equipment. Contractor slaall assume fiull responsibility for any damage to any sueh �a�1d ot area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the per%rmanee of the Work. 2. At any time when, in the judgrr�ent af the City, the Contrac�or has obstructed or c�osed or is carrying on operations in a portion of a street, right-of--way, or eas�ment greater tk�an is necessa�y far proper execuiion of the Woz•k, the City may eequire the Cantractior to finish the section on which operations are in progress before work is cornmenced on any addi�ianal area of the Site. CITY OF FOR'i WORTH STANDAiiDCONSTRi�CT�ON SPECIFICATItiN i�OGtTA/IEi+TT5 Revision: 8232D21 ao�aoo-� GENERAL COND ITION 5 Page 29 of b3 3. Should any Damage Clairn be made by any sucY� a�vner or accupant l�ecause of the perfarmance of the Wo�-1c, Contractor shall pcomptly attempt ta resolve the Damage Cfaun. 4. Pursucrntia Parag�^aph 6.2.1, Contractorshall inderranifyand hold harmless Cit}�, f�'am and agatnst arl clairsas, costs, losses, and damages a�^ising out of or relaiing ta any claim or action, le�al or equitable, b�ought by any such owr�e�^ or occupant againsl City. B. Removal af Deb�is During Perforrnance of lhe Work: During the progress of the Worlc Contractor s�all lceep the Sit� and other areas free frorr� accumulatians of waste materials, rubbish, and otl�er debris. R�moval and d�sposal of such waste material�, rubbish, and other debris shal] confor�n to applieable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours aftei• written notice is given to t]Ze Contractor that the clean-up on the�ob site is praceeding in a manner unsatisfactory to the City, if ih� Cantractor fails to correct the unsatisfactory procedure, the City may take such direct action �s the City deems apptopriate t4 cot7•ect the c.iean-up cieficiencies cited to the Confractor in the wz•itten notice {6y le�ter or eleeteonic communication}, and ihe costs of such direct action, �lus 2S % of s�ich costs, shall be ded�cied fram the monies due or to became due io the Cantractor. D. Final Srte Clea�ring: Prior to Finai Acceptance of ihe Wark Contractoz- shafl clean ihe Site and the Work and make it ready for utilizatian by City or adjacentproperty owner. Atthe cocnpletion of the Worlc Contractor shall remove fram the Site all tools, appliance�, const�uction equipment and .�nachinery, and surplus tnaterials and sha11 restore to origir�al eonditian or bettez� ail property disturbed by the Wor�. E. Loadrngst�uctu�es: Contractar shall not Iaad nor permit any part of any structure to be laaded in ar�y manner that will endanger the structure, nar shall Contractor sub�ect any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Re�cord Documents A. Gon#ractor shaU maintain in a safe place atthe Site or in a p�ace designated by the Cont�°actor and approved by the City, one (1) reco�d copy of alI Drawings, Specifications, Addenda, Change Orders, Field Orders, and wrikten interpretations and clar•�cations in good ordez� and annotated to show cnanges made during construction. These �•ecord documents tagetkzer• with all approved Samples and a count�rpa�t of all accepted Submittals will be av�ilable ta City for r�ference. Upon completion of tk�e Wark, these record documents, any operation and maintenance manuals, and Submitfials will be deliverec! to City prior ia Final Inspect�on. Contractor shall include accurat� locatians fox b�.ried and imbedded ite�ns. 6.14 Safety and Prolectian A. Contractor shall be salely responsible for itutiating, inaintainittg and supervising all safety precautions and prograzns in conn�ction wiitla the Work. Such responsibi[ity does not relieve Su6contractors of theu• responsihility for the safety of persons or property in the perforrnance of their worl�, nor for compliance wikh appiica6le saf�ty Laws and Regulations. Contractor shall CI'CY OF F4RT WJORTH STANDARDCOt�STRllCT[ON SPECIF]CATTON DOCIIMENTS Revisinn: 8�13/2021 oa�zoo-i GEN�f2AL PANDITIO�f 5 Page 30 of fi3 talce all necessary precautions far the safety af, and shall pro�ide the necessary protection to prevent damage, injuiy or lass to: 1. all persons on the Site or wha may be affected by the Worl�; 2. all the Worlc and materials and eguiprnent ta be incorporated therein, wheth�r in storage on or off the Site; and 3. other �roperty at the Si�e or adjacent thereto, including �rees, shrubs, l�wns, walks, pavements, roadways, structu�•es, utilities, and U�derground �'acilities not designated for remova�, relocatian, or repIacement in the course af constructioil. B. Contractor shall com�ly with all app�icabl� Laws and Regulations relating to tkae safety of persons ar proper�y, or to the protect�on of persons or property from damage, i�jury, or loss; and shall erect and mainta�n all necessary safeguarcfs far such safety and protection. Contractar shali notify ownecs o� adJacent property and of Ur�derground Facilities and oiher utiliEy owners when prosecution di the Work may affect them, and shall coopeca�e w�th then� in the protectian, removal, relacation, and replacem.ent of their praperly. C. Contractor shall camply vvith the applicable reyuirements of Cit�r's safety p� ograms, i� any. D. Cantractor sha1I inform City of t�te speciFic requireme�ts af Contractor's safety pragram, if any, with which Ciry's employees and representati�es must comply while ai the Site. E. All ciamage, injury, or loss to any properly referredto iri Paragraph 6.1�.A.2 or 6.14.A.3 caused, directly or itidirectly, in whole or in part, by Coatractor, any Subcontractor, SuppIier, ot• any other ind�idual or entity directly or indirectly emplayed by any of them ta perf'orm any of ti�e Work, or anyone for whose acts any of them may be liable, shall be rerr�.edied by Contractor. F. Contractor's duties and responsibilities far safety and for protection of the Wor�c shall continue until such ttme as all the Work is completed and Ci�.y has accepted the Worlc. 6.15 Sc�fety IZepresentative Contractor shall ulfox-m Ci�y in vvriting of Contra.ctor's desjgnated safety representative at the Site. b.1 b Hazard Cornmunication Prograrns Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communicafion info��rnation requ'vred to be made ar�ailab�e to or exchanged between or am�ng employers in accordance with Laws or Regulations. 6.i7 �mergenciesand/orReciificatian A. In emergencies ai%cting the safety or proteciion of persons or fhe Vi�ork or property at the Si�e or adjacent thereto, Cantractar is ohligated to act to prevent threaten.ed damage, inju�•y, or loss. Cantractor shall give City prompt written notice if Contractor believes that any signiFicant CITY OF' FORT WORTkI STANDARDCONSTRUCTION SPGCIl�ICAT[ON D�CUMENTS Revisinn: 8I2�(12l UU72�U-1 GENERALCON�ITIO�i S Page 3 I of G3 chan.ges in the Wnrk or variations from the Cont�•act Documents have been caused thereby or are �•equired as a cesult thereof. If City determines that a change in the Contract Documents is requue d because oithe action taken by Contractax- in response to such an emergency, a Cl�an.ge Order rnay be issued. B. Shouid �he Cantractor fail to respond to a eequest frorn the City to rect�y any discr�pancies, arnissions, or correctian necessary to conform wit� the requirements of the Contract Documents, the Ciry shall give the Cantractor written notice that such work or ehanges are to be performed. The written notice shall di�ect attentian to the discrepant canditian and request the Cantractor to �ake r�medial actian ta correct the condi�ion. In the event the Cantractor daes not take �osilive steps to fulfill this written request, or does not show just caus� �or not taking the proper action, within 24 houts, the City may talce such remedial action with City forces or by cantract. The City shall deduct an arnount equal to tl�e entire costs for such remedial action, plus 25°/a, %•om any funds c{ue or become dtae the Contractor on the Project. &.18 Submittals A, Cnntractar shal� submit required Su6mittals to City for revi�w and acceptance in accorc�anc� wilh the accepted SchedUle of Subrnittals (as required by Par•agraph 2.07). Each submittal will be identified as City rna� require. 1, Submit number of copies spec�e�{ in the General Re�uirements. 2. Datashown an the Submittals will be complete with respectto quantities, dimensions, specif'zed p�rfarmance and design cri�eria, materials, and similar data to show Ci[ty the services, materials, and equipment Contractor proposes to provicfe and to enable City to review the informatiQn for the limited purposes z•equired t�y Paragraph 6. �S.C. 3. SuU�ttals submiti�d as herein px•ovided by Contractar and re�i�wed by Ciry far conformanc� with tha design concept shall be executed in conformity wi�h th� Gantract Documents unless otherwise z•equired by City. 4. When Submitta�s are submitted for the purpose of showing the �nstaIIation i� greater detail, their teview shail not excuse Contractor ft•om eequiretnents shown on the Drawitigs and Specifications. 5. �'or-Znforrnation-Only submittals upon which tx►e Cit�r is not expected to conduct review or take responsive action may be so identi�ed in the Contraet Dacuments. b. Submit required num.ber of Samples specifed iri the Specif"�cations. 7. Clearly identify each Sample as to material, Supplier, pert3nent data such as catalog niambers, the use for which intended and other data as City may requir� to enable City to review the submittal for the limrted purposes requ�red by Paragraph 6.18.C. CITY OF F'QRT WORTH 3TANDAI2DCON5'CRUCT[DN SPECIFICATiON DOCUMEN']'S Revisinn: 8l,L3/ID2] 407200-1 G�NERALCOiJ�ITION S Page 32 of 63 B. Whez�e a Submittal is required by the Cantract Documents or �e Schedule nf Submittais, any re�ated Work performed prior to City's review and acceptance of the per�i�ent submittal wilf be at the sole expense and responsibility o� Contractor. C. Cily's Revie�v: l. City will pr4�ide tim�ly review of rec�uired Subrnittals in accordance with the Schedule of 5ubmittals acceptable to City. City's review and acceptance will be only to determine if th� items covered by the submitkals wi�, after installaiion or incarporation in the Work, conform to the infarmation gi�+en in the ContractDocuments artd be campatible w�th the design concept of the completed Project as a funetior►ing whole as uidicated by the Contract Documents. 2. City's review and acceptance wi� not exten�l to means, metlZods, tecl�niques, sequences, ar �racedu�'es af consiruction (excep� where a particular means, method, technique, sequence, or proceduce of construction is specifcal�y and expressly ealled for by the Contract Docu�nents) or ta safety precautions o�• progt•ams incideni fhereto. The review and aeceptance of a separate item as such will not indicate approval of the assemb�y in which the item func�ions. 3. City's review and acceptance shall not relieve Contractor from respansibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirernents of Section O1 33 00 and City has given written acceptance of each such varia�ion by specif"ic �rriiten natation thereof ineorporated in or accompanying tile SubmittaL Ciry's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements af the Contrract Documents. b.19 Continuingthe Work Exce�t as otherwise provided, Contractor shalI carry on the Warlc and adhere to tl�e Project Schedule d�.u•ing al� disputes ar d�sagreements with City. No Work shall be delaye� or posiponed pending resolution oi any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.2Q Contractor's General WarYaraty and Guarantee A. Contractor warrants and guarantees to Ci�y that a�l Work will be � accordance with the Contract Documents and will not be de fective. City and its officers, directors, members, partners, emp�oyees, agents, consuI�ants, and subcontractors shall be entitled to rely on representation of Gontractor's warranty and guarantee. B. Cantractor's warranry and guarantee hereunder excludes defects or damage caused by: l. abuse, tnodiiication, or improper nnaintenance or op�ration by persons other than Contractor, Subcontractors, Suppliers, ar any other indiv�dual or entity for whom Cantractor is responsible; or CiTY OP FOR7' WpRTH STANI�ARDCONSTRUCTiON SPECIFICATION RQCTFMENT5 Revision; SiL"i�1A21 0072D0-I GENERAL CAN� ITIQN 5 Page 33 oP 63 2. nox�nal wear and tear under narmal usage. C. Contractar's obligatian ta perfat�tn and complete the Woz•lc in accnrdance with t�e Contract Documents shall be absolute. Nane of th� fallowing wil[ constitute an acceptance of Worlc tnat is not in accordance with the Contract Documents or a release nf Cantractor's abligation ta perforrn the Worlc in accox•dance with the Contract Documenis: 1. obser�at�ons by City; 2, recoznmendation or payment by City of any progress or %nal payment; �. the issuance of a certific�te of Final Acc�ptance by Crty or any payment related t.�ereto by City; 4. use or occupancy af the Work or any partthereof by City; 5. any review and acceptance oi a Submittal by City; 6. an� iz�spection, test, oc approval by others; ar 7. any correctinn of defective Work by City, D. Tl1e Canttactor sI�all remedy any defects or damages in ihe Worlc and pay for any damage io other wdrlc or property resulting therefrom which shall appear ravi�hin a period of two (2) years from the date of Final Acceptance af the Worlc unless a longer perind is specified and shall furnish a good and suf�cient maintenanee bond, complying vvith the reyuirerr�ents of Ar�icle 5.02.B, The City will give notice of abseraed defects v,rith reasonable pt•omptness. G.21 Inde mni�icatio n A. Contractor coaenants and agree9 to indemnify, hold harm�ess and defend, at its own expense, the Ciiy, its officers, servaRts and employees, from and againsf any and all claims arising out of, or alleged to arise out oi, tite work and services to be performed by the Contractor, its officers, agents, employees, subcontracto�s, lieEnses or in�itees under thi� Contract. THTS TNnT.MNiFICATInN PRn �ION I�PF,C'TF�['AT, .Y TNTFNT)I;D T[) OPF,RATF, AND BF, FFFFC;TTVF EVT'.N TF IT iSAi,T,F,C�Fn nR PROVFN THAT AT T OR inME OF THT, AMA[:F� RF�N(i SniJGHT W�.RF f A�T�Fn TN WHf1T F(lR TN PART. BY ANY AC.'T. nMTfi�TON OR NT[YT,TGFN F. OF TH rTY. Tl�is indemnity provision is intended to include, wi#hout limitatean, indemnit� for costs,expgnses and Iegal fees incurred k�y �he Cit� in defending against such claims and causes of actions. B. Contractoxcovenants and agrees fa indenr��ifyand hald har�nless, atits own expense, the Ciiy, its office it�s, servan�s and e.mployees, frorn and against any and alI loss, damage or destruct�an of praperty of the City, aresing out o� or alleged to arise o�t ai, the work and services to be perfarmed by th� Contractor, it� officers, agents, em�loyees, subcontractoirs, licensees or invitees undcr tl�is Contract. C37�Y OP FORT WORTH STANDARDCONSTRUCTION 5PEC1P[CATIdN DQCUMENTS Rcv ision: 8�2.3/2f121 0072QO-1 GENERAL CANQITION S Page 3h af fi3 ` '� � \ �_1 / � � ►'�' _ :_\� i �— —/ - -- -- --� � ► �i � � \ ' • � ► . � 1/ - � - -�-- �i�--- --� --\ � _ iy_ ►'_ ► - - � �\ �� i_ � - ± ►_ � ' i — i _ : \ � �% _ _ � \ � � \ _ _ _ \ � 6.22 Delegatton of Profes.�ional Design Service,s A. Cantractor will not be required to provide professional desi�� services unless such sen+ices are speci�eally �•equired by tlie Contract Documents far a pnrtion of the Work ar unless such services ace requi�ed ta car�ryout Contraetar's respor►sibilities far consl:ruction means, methods, techniques, sequences and procedures. B. If p�afessional desig�i services or certif'ications by a design professional related to systems, rnaterials or equipment are specif'ically required of Contractor by the Contract Documents, Cit� will spec'rFy alI perfornnance and design criteria that such services must satisfy. Contractor shall cause such serviees or �ert�ications to be provided by a proper�y licens�d professional, whose signature and seal shall appear on all drawings, calculations, specifcatians, certi�cations, and Subm�ttals prepared by such �rofessional. Submzttals re�ated to the Work designed or cert'rfied by such professiona�, � prepared by others, shall bear sUch professional's written appraval when submitted to City. C. City shall be entit�ed tn rely upon the adequacy, accuracy and comp�teness o� the services, cert�ca�ions or approvals performed by such design prafessionals, provided City has spec�"ied to Contractor perforrnance and design criteria that such services rnust sat�sfy.. D. Pu�rsuant to this Paragraph 6.22, City's review and acceptance of design ca�eulations and design drawings wi� be only for the litnited purpose of checking for confortnanee with performance and design criteria given and the design c�ncept expressed in the Contract Documents. Cily's re�iew and acceptanc� of Submittals (except design caleulations and design drawings) will be o�nly for the purpose stated in Paragraph 6. I$.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three {3) years aftei• fina� payment under this Cont�act, have access to and the right to exarrxine and photocopy any dueet�y per�inent books, documents, papers, and records of the Cor�tractor involving transactions relating to tliis Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessaty Contractor �acilities and shafl be provided adequate and appropriate work space in order to conduct audits in corr�pliance with the provisions of thi� Paragraph. The City shall give Gontractor reasanable advance notica of ivatended audits. B. Con.tractor further agrees to include in all its subcontracts hereunder a provision to the effeet that the subcontractor agrees that th� City shall, until the expiration of tht•ee (3) years after final payment ur�der this Contract, have access to and the right to exarnine and }�ho�ocapy any directly pertinent books, documer�ts, papers, and records of such Subcontractor, in�alving transacttons to the subcontract, and further, that City shall have access during Regular Worlcing Haurs ta aIl CITYOF FO1tT WORTH STANDAItDCONSTRUCTI6N Si'ECfFICATION D�CUIV[�NTS Revision: 8Q3/�A'�l ao�zoo-� GENERAL CONDITI6N S Page 35 af b3 Subcontractor facilit�es, ancE shall be pravie{ed adequate and appropri�te work space irz order to conduct audits in camp]iance with the provisions of this Paragraph. Tk�e Czry shall give Subconti•actor reasonable advance notice of ir�tended audits. C, Contractor and Subcontractor agr�e to phatocopy such documenis as rxaay be rec{uested by the City. The City agcees to reirnburse Contractor for the cost of the copies as follows at the rate p�blished in the Texas Administrative Code in effect as af the tune capying is performed. 6.24 Nondiscr�imination A. The City is responsible for operating Pul�lic Transportation Programs and imp]ennenting �ransit- related projects, which are funded in part wit� �`ederal financia.l ass�stance awarded by the iI.S. Depart�nent af Transportation and the Fede�•al Transit Adminisiration (FTA), without disceiminating a�ainst any person ir� the United �tates on the basis of race, color, or nationaI o�'igin. B. Title VI, Crvrl RightsAct of I J64 as arrrended; Contractor shall comply wrt� the requi�ements of the Act and the Regulatians as further d�%ned in the Suppl�mentaiy Conditions for any project receiving Federal assistance. ARTICLE 7— OTHER WORK AT THE SITE 7.01 Related Wark atSite A. City inay pez•form other worlc related to the Project at the Site with City's etnplayees, or other City eont� actors, or through o�er direct cont�•acts therefor, or have other work performed by utility owners. If' suc11 nther work is not noted in th� Cont�•act Documents, tli�n written notice thereof will be given ta Cantractor prior io starting any such othec work; and B. Contractor shall affoz�d each oiher contractor who is a party to such a direct cantract, each utility owner, and City, �' City is pe.rforming other wo�•lc with City's employees or other City contractors, proper and safe access tothe Site, provide areasonable opportunity for• the introduction and stai•age af mate�ials and equipment and the execution of such other work, and properiy coordinate the Worlc with theirs. Contractor shall do all cutting, fitting, and patchi�� of the Wo�•k that may be required ta ptopexly connect or other�vise mal�e it,s several par�s come togethe�• and properly integt•ate with such other worlc. Contraetor shal! not endanger any worlc of others by eutting, excavating, or othecwise altering such war[c; provided, hawever, that Contcactar may cut or alter others' worlc with the writtan consent of City and the otl�ers whose worlc will be affected. C. If tEie proper exeeution or results of any part of Contraetor's Wor[c depends upon worlc perFormed by others under this Article 7, Contractor shall inspect such other work and procnptly report to City in wriiing any delays, defects, or deficiencies in such other worlc tkiat re�der it unavailable or unsuitable for ttae proper execuiion and res�lts of Contractor's Work. Contractor's failure to so report will constitute ar� acceptance of such other wo�k as fit and proper for integration with Contractor's Work except for la.tent defects in the worlc pt-ovided by others. CTI'Y OF FORT WORTH S?ANI7ARDCONS'CRUCT[ON SPEC[FIL`A1'[ON I]OCiJMEI�'T5 Revisipn; 8l?.3D�21 ao�zoo-i GENERALCON�1TlON S Page 36 of 63 7.02 Goardincation A. If City intends fio contract with athe�•s for the performance af other work. an the Project at the Site, the �olLowing wi� be set forih in �upplementary Conditions: l, the individual or entity who will have autharity and responsibiliry �ar coordination of the activities among t,�e various contractors will be ident�ed; 2. ihe specific matters to be covered by such au�hority and responsibility will be itejnized; and 3. the extent af such auihnrity and responsbilities will be provicietl. B. Unless otherwise provided in the Supplerr��ntary Condi�ions, CiLy shal� ha�e authority for such coordination. ARTICLE S — CITY'S RESPONSZBILITIES 8.01 Cnmrnunicatians to Contracto� Except as othea•wise provided in the Supplernentaiy Conditians, City shall �sue all coknmunications to Con�actor. 8.02 Fu�nish Data Gity shall tir�nely Furnish t�e data required under the Con�ract Documents. 8.03 Pay T�hen Due City sk�all make paym�nts to Contrac%r in accordance with Article 14. 8.04 Lands and Easements; Reports and Test,s City's duties with respect to pravidmg lands and easernents and providing engir�eering sur�eys to establisla reference points are set for�h in Paragraphs 4.01 and 4.05. �aragraph 4.02 refers to Ciiy's ident�ying and making available to Contractor copies af repnr�s of explorat�ons and tes�s of subsui�faee conditions and drawings af pnysical conditions relating ta existing surface or subsurface structures at or eontigUous to the Si�e that have been utilized by City in preparing the Cnntract Documents. $.OS Change Orders City shall execute Change Orders in accardance with Paragraph 1Q.03. $.06 Inspections, Tests, ctnd Appravals City's responsiUility with respect to certain inspections, tests, and approval� is set forth in Paragraph 13.03. CITY OF FORT WOI�TH STANDAItDCONSTRUCTIDN SPECiPICATIpN DOClIML7V'I'S Revision: $23/2021 Q0720D-1 GENERAL CQN�ITIO N S Page 37 of b3 8.07 Limitations on City's Respo�rsibilities A. The City shall not supei°�ise, direct, or have control or author�ity aver, nor be respansible far, Cont�•actox•'s means, methods, techriic�ues, sequences, ot procedures af canstruction, or the safety precautions and prograir� incident thereto, oe for any fail��re of Contractoi° to conn�ly with Laws and Regulations appiicable to ihe perforn:�ance of the Work. City v�rill not be responsible for Contractor's failure to perform tne Work in accordance with the Contra.ct Docume�s. B. City will notify the Contractor af applScable safety p[ans pursuant to Paragraph 6, I4. 8.Q$ Undisclosed Hazat�dous Environmental Conditian City's responsibility vvith respect to an undisclosed Hazardous En�vironmental Cond�tion is set forth i� Paragraph 4.06. 8.09 Complic�n.ce wzth Safety P�ograrn While at the Si�e, City's employees and z�epresentatives shall comply with t11e specific applicable requirements of Contractor's safety programs of which City has been informed pui'suan# to Parageaph 6.14. ARTICLE 9— CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's ProjectManageY City will provide one or mare Project Manager(s} d�u•ing the construction pet�iod. The duties and responsibilities and the limitations of aut�ox�i�ty of City's P�'oject Manager during const�'uciion ar� set fo�fh in �tfte Contract Documents. The City's Proj�ct Manager for tk�is Contract is identif"ied in the Supplementary Condit�ons. 9.02 Visits to Site A. City's 1'roject Manag�r wi[I make �isits to tlie Site at intervals apprnpriate to the various stages of co�s�ruction as Ciry deems necessary in order to obser�� the progress that has 6een made and the quality of the various aspects of Contractor's executed Work. Bascd an information obtained during such visits and observations, City's Projeci Manager will determine, iri general, if the Work zs proceeding in accordance with the Contraet Documents. City's 1'roject Manager will not be required to malce exhaustive ar cantinuous inspections on the Site to checl� the quality or quantity of th� Worlc. City's Project Ma�ager's efforts wil] be directed toward providing City a greater degree nf confdence that the completed VJark will conforzn generally to the Contract Documents. B. C.ity's Project Manager's visits and observa�ions are subject to all the limitations on autharity and respansibi�ity in the Contract Dacuments inciuding those set forth in Paragraph 8.07. CITYOFFOR'T UVORTH 5TA%1DARDC0135TRUCTfON SPECIFIC.471.pN POCUNf�NTS Re�ision: &23fAD'Ll 4072QO-1 GENERALC03JDlTION S Page 38 oP G3 4.03 Autharized Ya�iations in Wark City's Project Managee may authorize minor �ac�at�ons in the Work from the requuements of the Contract Documents which do not invnl�e an adjustrnent in the Contract Price or tl�e Contract Time and are conrzpatible with the design cancept nf the campleted Projeet as a functianing whole as indicated by the Contract Docutnent�. These ma.y he accompl�shed by a Field Order and wiIl be binding on City and alsa on Contractor, who shail perform the Worlc in�o�ved promptly. 9.04 RejectingDef'ective Work City will have authority to �eject Work which City's Project Manager believes to be defective, or wili not produce a completed Projec� that conforms to the Contract Docur�aents or that r�vill p��e3udice the integrity af the d�sign concept oi the completed Pf•oject as a functionin� whole as indicated by the Contract Documents. City will have authoriiy to eonduct special ins�ec�ion ot testing of the Warlc as provided 'm Article 13, whether or n�t ti�e Worl� is fabricated, installed, or comp�eted. 9.05 Determinations for WorkPe�formed Contractor wiil determine tha actiaal quantities and classifications oi Work perfarmed. City's Project Manager will review with Contractor the p�•eliminary deterrninations on such matters I�e�ore rendering a written recommenciation. City's written decision will be final (except as modified ta refiect changed factual canditions or more accurate data}. 9,06 Decisions o� Requtrefnenis of ContractDocurne�tts and Acceptability of Work A. City vail� be the initial iriterpreter of t.�e requirements of the Contract Doauments and judge of the acceptability of the Worlc �hereunder. B. City wi� ren.der a written decision on any issue referred. C. City's written decision on ihe issue referredwill be final and binding on the Contractor, subject to the pro�iszons of Paragraph IO.Ob. ARTICLE 10 -- CHANGES IN THE WORK; CI,AIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without i�validating the Contract and without notice to any surety, City may, at any tinne or from time to time, oxder EXtra VI�orIc. Upon notice o#' such Extra Work, Cantractor shall promptly prac�ed with the Worf� involved which wi� be performed under ti�e applicable conditions of the Cont�act Documents {except as otherwise specifically providedj. Extra Work shali be memorialized by a Change Order which may or may not pr•ecede an order of E�ra work. B. For minor changes of Work nat reqUiring changes ta Contraci Tima or Contract Price, a Field Order may be �ssued by the City, CITY O�' FORT WORTH STANT3ARDCONSTRUCTIQN SPECICICATIDN 170ClJMEN'l'S Revision: 8I13I3A21 oa�zoQ-� GENERAL GOND ITION S Page 39 of63 10.02 Unauthorized Changes i�a the Wa�^k Contractor shaD noi be enti�Ied td an increase in the Contract Pric� or an e�tension af th� Contcact Time with �•espectto any work pe�•forin�d that is not required by the Cdntract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in tk�e case of an emergency as pravidee! ic� Pat•agraph 6.17. 14A3 Executfnn afChcmge Order�s A. City and Corrtractor shaI[ execute appropziate Change Orders co�ering: changes in the Wark which are: (i} ordered by Ciry pursuant ta Paragraph 1.Q.O1.A, (ii) required because of acceptance of defec�i�e Work ttnder Paragraph I3.08 or City's correction of defective Work under Paragraph I3.09, or {iiij agreed to by the par�ies; 2. changes in the Contract P��ice or Cont�•act Time which are agreed to by the paz�ties, including any undisputed s�m or amount of tirne for Work actually performeci. 1a.04 F,act�a Work A, Should a difference arise as to what does or does not constitute �xtc•a Wark, or as to the payment thereof, and the City �nsists upon its performance, the Contractar shall proceed with the wack after ma�cing writ�en requestfoz written orders and sl�all lcee� accurate account of the actual reasonable cost thereof. Contract Claims rega�•ding �xtra Worlc shajl be made pursuant to Paragraph I0,06. B. The Contractor shaIa furnish Che City such instalfatian re�ords af all deviations from tha original Contract Documents as may be necessaiy ta enal�Ie the City to pr�pare for permanent record a corrected set of plans shawing the actual installation. C, The connpensation agreed upon for Extra Work whether or not initiated by a Chan�e Order sha�l be a full, complete and final payment for a�l costs Contraclar incurs as a result or relating ta the change or Extra Work, wl7ether said costs are known, unknown, foxeseen ot un%reseen at that iime, including wrth.out limi�ation, any costs for delay, e�ended overhead, ripple or impaet cost, ar any ather effect an changed or unchanged worlc as a result of ihe change or Extra Wark. 10.05 Notification to Surety I�the provisians of any bond require notice to be given to a surety of any change affectingthe genez-aI scope af the Work or the provisioi� af the Contract Documents (inclucling, btat not limited to, Cantract Price or Contract Time), the giving of any such notice vwill be Contractor's responsibility. TE�e amourrC of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. Cl'I'YOP FQRT WpItTH S"iANDtll2DCONSTRUCT[ON SPECIF[CATION DOCUMBNTS Ravision: 811.3JX121 aa�zao-k G�NERAL CONQITIDN S Page �40 of 63 10.06 Con�act Claims Proeess A. City's Decision Reqxrired: Afl Contract Clairns, except those waived pursuant to Paragraph 14.d9, shall be referx•ed to the Giry for decision. A decision by City shall be required as a condition precedent to any exercise �y Contractar af any rights or remedies he may otherwise have �u�der the Contract Documents oi• by Laws and Regulations in respect of such Contract Glaims. B. Natice: I. Written notice stating the general nature of each Coniract Claim shali be delivered by the Cantraetor to City no later ihan 15 da.ys after tl�e start of the event giving rise ther�io. The responsibility ta substantiat� a Coniract Clairr� shall rest �ith the party making the Contract Claim. 2. Notice of th� amount or exient of the Contract Clairrs, with s�pporting dafia s�a11 be c�elivere d to the City on ar before 45 days from the start of fhe event giving rise thereto (untess the City allows additional time far Contractor #o suhmit additional or more accui�ate data in support of such Contraet Claim}. 3. A Cantract C�im for an adjustrrient in Contract Price shall be prepared in accorda.nce whh the provisions of Paragraph 12.01. �k. A Coniract Claim for an adjustment in Conf�act Time shall be prepared in accordance with the provisiai�s af Paragraph 12.02. S. Each CQntfact Claim shal� be accompanied by Cont�•actor's written statement that the adjustment clairr�ed i�s the entire adjustment to which the Contractor believ�s it is entitled as a result of said e�ent. 6. The City shall submi� any response to the Contractor vwithin 30 days after receipt nf the cla.imant's last submittal (unless Contract allows additianal time). G. Gity'sActipn: Ciry will revisw each Contract Claim and, within 30 days af��r receipt of the last subrnitEal af the Contractor, if any, take ane o� the following actioi�s in writ�ng; 1. deny the Cantract Claim in �rhole or m part; 2. approve Che Contract Claim; or 3. t�otify the Cantractor that the City is unable ta t•esolve the Car�tract Clairn if, in the City's soIe discretion, it wo�ld be inappropriate far the City to do so. Fo�• purposes af further resolution of the Contract Claim, such notice shall be deemed a denial. CiTY OF FQRT WORTH STiA%fi}ARDCONSTRi1CT[ON SPECIFIC.4TION DpCTJMEN'I'S Revisian: 823Im21 on�2no-i GENERA�. CON�ITION S r�e a i ot�3 D. City's written action under Parag�aph 10.�6.0 will be fmal and bir�d'ang, unless City or Contractor invoice the dispute resolution pracedur� setforth in Art�cle lb within 30 days of such acti�n or denial. E. No Contract Claim for an adjusttnent iri Contract �rice ar Contraet Tim� wi11 be v�[id if not subxniCted in accordance wi�h this Paragraph I0.06. ARTICLE 11-- COST OF THE WORK; ALLOWANCES; U1VIT PRIC� WORK; PLANS QUANTITY MEASUREMF.NTT 11.01 Costaf the Work A. Cos�slncluded: The term Cost of the Work means the suz-►� af all costs, exc�pt those excluded in Pai°agraph 11.01.B, necessarily incurre.d and paid by Contractor in the proper performance of the Woz�k. When the value of any Work covered by a Change Or•det�, the costs to be �ennbursed to Contractor r3vi�l be only those addrtional or incremental costs required b�ecause of the chan�e in the Work. Such costs shall nat include any of t.�ie costs i�err�ized ir� Paragraph 11.O1.B, and shall include but nat be Iimi�ed to the following it�ms: l. Payrall costs for employees in the da�ect employ of Contractor in the performance af the Work under scheduEes of job classifications agreed upon by City and Contractor. Sr�ch employees shall include, without limitatian, superintendents, foremen, and othez� personnel employed full time on the Work. Payroll costs for employees not einployed full ti�ne on the Worlt shall b� apportioned on the b;asis af their turi� spent on the Work. Payroll costs shall include; a. salaries u�ith a SS% marlcup, or sala�•ies and wages plus the cost of fi•inge bene£'rts, which shall include social secarity contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirernent benefits, bonuses, sielc leave, vacation and holiday pay applicable thereto. The expenscs of performing Worlc outside of Regular Working Hours, Weelcend Worlcing Hours, or legal holidays, shall be included �n the above io the extent authot•ized by City. 2. Cast af all materials and equipment furnishec! and incorporated in the Work, including costs af t�•ansportation and storage thereaf, and Suppliers' field services r�quired in connection therewith. 3. Rentals of all construction equipm�nt and machinery, and the parts thereof whettier rented from Contractor or others in accordance v;�ith rental agree�nents appt•oved 6y City, and the costs of transportatian, Ioaciing, unloading, assembly, dismantling, and removal thereof. Al� such costs shall be in accordance wrth the terms of said zental agi•eements. The rental af any such equipment, ma.chinery, or parts shall cease when the use thei•eof is no longe�• necessary far the Work. CITY OP C'ORT WpRTH STANBAItl7C0IJ5TRUCT[ON SPECIFICATIpIV UOCIJIVIENTS Revisinn: 8231).021 oa�xoo-i GENERAL CANDITION 5 Page 42 of 63 4. Payrnents rnade by Cantractor to Subcontractors for Worlc performed by Subcontractors. If �equired by Ci�y, Contractox shall obtain competiti�e bids from subcontractars acce�table ta City and Contractar and shall daliver such bicfs ta City, who will then determine, which bids, if any, will be acceptable. If any subconteact pro�ides that the Subcontractor is to be paid on the basis of Cast of tkre �Vl�ork plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Vi�arlc and fee as provided in ihi� Paragr�ph Il.�l. S. Costs of special consu�tants (inciuding bLit not limited to en�neers, archrtects, testing laboratories, surveyors, attorneys, and accountants) ejnployed for services spec�cally relat�d to the Worlc. 6. Suppl�mental casts including the fallowirig: a. The proportion of necessary transpartation, travel, and subsistence expenses of Contractar's emp3oyees incu�t•ed in discharge of duties cor►neeted vv`rth i;he Wox•k. b. Cost, including transportation and mair�tenance, af all rnater•ials, supplies, aquipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the vvorkers, whic� are consumed ic� the pe�•�ormance af the Work, and c4st, less market value, of such iterns used but not consumed whieh remain the propet-ty of Contractar. c. Sales, consume�, use, anc� other sirrvlar taxes related to the Work, and %r which Contractor is liable not cavered undei• Para�aph 6.11, as imposed by Laws and Regulations, d. Deposits lost for causes other than negligence of Con�ractor, any Subcanfiractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may 6e liable, and roya�ty payments and fees %r permits and l�censes. e. Lasses and damages (and related expenses} caused by damage to th� Work, not compensated by �surance or otherwise, sustained by Contractor in connection with the performance af the Work, pravided such losses and damage� ha�re resulted from causes other than the negligence of Cont�actar, any Subcontractor, or anyone directly or indirectly employed by any af them or for whose acts any ofthem may be liable. Suefi losses shall include s�ttlements r►aade with ihe written consent and appraval of City. Na such losses, darraages, and exp�nses shall be includad in the Cast of the Work for �l�e purpase of deterrnining Cantractor's fee. f The costofutilities, fuel, andsanitary faciiities atthe Site. g. Minor expenses 5uch as teiegrams, long d�stance fielephone calls, telephone and cainmunication ser�vices at the Site, express ancE couz•ier services, and sunilar petty cash itettis in cont�ectinn whh the Work. CITY aF FpRT VJd12TH STAND:�RDCONSTRUCTIOIV SPECIFICAT1flN DOCIlMEIVTS Revision: 8�1.(i21 00 72 00 - I GENERALCpN�ITI�N S Page 4� of (3 h. The costs of premiums for alI bonds and insurance Contracior is required by the Contract Documents to purchase and maintam. B. Casts Excluded: The �erm Cosi ofthe Worlc shall not include any of the following items: 1, PayroIl costs and o�'ier compensation of Contractar's officers, executives, prir�cipals (af paetnerships and sole proprieto�•ships), gen�ral manage��s, safety managers, engineecs, az�c�ii�;cts, estimators, attorneys, audi�ors, accountants, purchasing and contractir�g agents, expediters, tunelceepers, clerl�s, and ather personnel employed by Contractor, whether at the Site or in Gont�°actor's principal ot• branch of�ce for general administratian of the Work and not specifically included in the agreed upo� schedule nf Job classifications referrad to ul Paragrapk� 11.O1.A.i or specifically covered by Paragraph I1.O1.A.4, all of vc+hich are to be considered administ�-aiive casts covered by the Cantractor's fee. 2. Expenses of Contractor's p�•incipal and branch offices other than Cantractor's office at tlle Site. 3. Any part of Contractor's capital expenses, i�cluding interest an Contractor's caprtal employec! for the Work and charges again�t Contractor for delinquent payments. 4. Costs due to the negl'tg�nce of Cor�tractor, any Subcontractar, o� anyane directly or ind'u•ectly ernplaye�l by any af them oe fo�• �vhase acts any of them i�ay be liable, including but not limited to, the correction of defective Work, disposal af materials or equipment wi�ongly supplied, and malting good any damage to property. S. Other overhead ox• general expense costs o� any kind. C. Contractar's Fee: VJhen all th� �1Vork is pc��fo�•med on the basis of cast-plus, Contrac�or's fee shall be determined as set forth in the Agreement. When the value of any Wot•Ic covered 6y a Change Oz•der for an ac{justment in Contract Price is deterrnjrz�d on the basis af Cost of tkze Worlc, Contractor's fee shall be determirted as s�t forth in Paragraph I2.O1.C. D. Docu�entatian: Whene�er the Cost of the Work fai• any purpose is to be dete�•mined puesuant to Paragraphs II.OI.A and 11.OI,�, Contc•actor wiI1 establish and maintain records thereof in accordance wilh ;enerally accepted accaunting practiees and submit in a fornn acceptable to Ci�y an itemized cost brealcdown together vwith supporting data. L 1.02 Alloyvances A, SpecifaedAllowance: It is undez•stood that Contractar has included in the Contt�act Pzice all a�lowances so named iu� the Contract Documents and shall cause the Worl� so covered ta be performed for sucl� sums and by such persons or entaties as may be aeceptable to City. B. Pre-badAlla�ances: 1. Contractor agrees that: CITY OF PORT WORTH STAN9ARDCONSTR[7CTION SPflC[FICATION DaCUME1V"CS Rev isian: 823!?.021 00 �z oo - i GENERAL GONDI71aiJ S Page 44 af 63 a. the �re-bid allowances include the costto Contractox• �f materials and equiprt�ent requi�ed by the allowances to 6e deliuei•ed at the Site, and all applicable taxes; and b. Conttactar's cost� far unlnading and handlir�g on tl�e Site, labar, installation, overhead, profit, and other expenses contemplated for the pre-bid allowances ha�e heen included in the aIlowances, and na demand for additional payrr�ent on account of any af the forego�ng will be valid. C. ContingencyAllowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final paymeni, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work co�ered by allowances, and the Contract Pr�ce shall be correspondingly adjusted. 11A3 Unit�'rice Work A. Where the Contract Dacuments provide that all or part of the Work is to be Urut Price Work, inikialiy the Contract Px�ice will be deem�d to include for a4 Urut Price Worlc an arnount equal to the sum of the unit price for eachseparatel� ideniified itern of Unit Price Work times the esti�ated quantity of each item as ittdicated in the Agreetrienti. B, The �stimated quantities of items of Unit Price Work are not guaranteed and are salely for t�� purpose of comparison of Bids and determining an initial Contract Price. Determinatians af the actual quantities and class�cations af Unit Price Work performed by Contractor will be riaatie by City subject to the provisiQ�s of Paragraph 9.OS. C. Each unrt price wiil be deemed to include an arnount considered by Contractor to be adequate tn cover Contractar's averhead and prafit for cach separately identified item. Worlc described ;�n the Contract Dacutnents, or reasonably inferred as required for a fivactionally complete installation, 6ut not identified in the listing of unii price rtems shall be cor�sidered incidental to unit price work listed and the cost of incidental work included as part o£the unit price. D. City n�ay rnake an adjustment in the Contract Price in accordance wi�h Pai•agraph 12.01 � 1. the quantity of any it�m of Unit Price Work pert'nrmed by Contractar di�fers materially and signif'icanily from the esfiimated qua.nti�y of such itein indicated in the Agreement; and 2. there is no carresponding adjustment with respect to an.y other item of Work. E. Increased or Dec�eased Quanfitfes: Th.e CiLy reserves t�e right to order E�ra Woric in accordance vvith Paragcaph 10.01. 1. If the changes in quantities or the alterations do not sign�icantly change the charac�er of waark under the Contract Documents, Y1�e aStered work widl be paid far at the Cantract unit price. CTl'YQF FQRT WORTH 3TAIV�ARDCOWSTR[lCTI4N SPECIFICATION DOCUMEhTTS Revision: ii�L3�1021 oonoo-i G�NERAL OONfl ITION S Page 45 of 69 2. If the changes in quaniities or alterations signi�cantly change the character of work, fihe Cantract will be atnend�d by a Change Order. If no unit pt-ices exist, this will be considcred Extra Work and the Canri�act will be annended by a Change �rder in accordance with Article 12, 4. A significant ch.ange in the character of worlc occurs wh�n: a. tke character ofwork fnr any Item as altered differs maferiaIly in kind or naiure from that ul th.e Contract or b, a Major Itern ofwo�lc varies by more than 25°10 irom the original Contract quantity. 5. When the quantity of worlc to 6e done under any Major Item af the Cont�act is nnofe than 125% of the original quantity st�ted in the Contract, then either party to the Contract may request an adjustment to the unit price on tk�e paf�tion of the work that is above I25%. 6. When the yuantity of wark to be done under any Majar Ifiem nf the Contract i� less than 75% of the original quantity stated in the Contract, t11en either parry to the Contrac� may renuest an adjust�nent to the unit price. 11.04 Plans Quaniity Meas�rernent A. Plans quantities may ar may not �•epresentthe exact q�antity of vvflrk performed or inatez•ial rnoved, hatydl�d, or placed during the ex�cution of the Cantract. The estitnated bid quantities are designated as £'�nal payment quantities, unless t�e�ised by ihe governing Seetion or this Article. B. If �e quantity measurec{ as outlined under "Price and Payrnent Procedu��es" �varies by more than 2S% (ot• as stipulated under "Price and Payment Procedures" far specific Items) frprn !he total estimated quantity for an individual Item originally shown in the Contract D�curnents, an adjustenent may be made to the quantity ofauthorized warlc done for payment purposes. The party to the Contraet requesting ihe adjusfi�nent �vill p��ovide �eld m�asurements and calculations showing the final quantity for which payment will be made. Payment for revised yuantit� wiIl be made at the urtitpriee bid for that Item, e�cept as provided for in Article 10. C. When quantities are r•e�is�d by a change in design appro�ed by the Ciry, by Change Orcler, ar to coz��ectan error, o� to correctaaerarar on the plans, the plans quan#iiy will be increasedar decreased by the amount mvaived in the change, and the 25% �ariance wi�l apply to the new p�ans quantit�. D. If the total Contract quantiCy multiplied by the un�t price bid for an individual Item is less than $250 and t�e Itern is not originaqy a plans quantity Item, �hen tf�e Item may be paid as a plans quanti�ty Item if the City and Contracto� agree in wri�ing to % the #"u�al quantity as a plans quantity. C1TY DF PORT WORTH ST.4ImARDC��`STRl1CTI0N SPECIP[CiIT[ON DOCTJMEI�ITS l2evision: 8I�T31a021 0072D0-I GEIVERALCQ3J�ITION S P�c 4G of 63 E. For caflout worlc or non site specific Contracts, the plans quantity measurement reyui�ements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PItiCE; CHANGE OF CONTRAG"1" TiMr 12.01 Change of Contract Price A. The ConteactPrice may only be changed by a Change Order. B. Tlae value of any Work covered by a Change Order will be determined as follows: l. �where the Work inval�ed is covered by unit prices contained in t1-je Con�ract Docunnents, by application of such unit prices ta the quantrties of the items in�olved (subject to t�e pro�i�ions of Paragraph 11.03); or 2. where the '�Nork involved �s not covered by uni� prices contained in the Cantract Docurner�ts, by a mutually agz�eed [ump swn or unit price (whieh rnay include an allovvance for oveehead and profit noi neeessarily in accordance with Paragraph 12.O1.C.2), anci shall include the cost of any secondafy impacts that are foreseeab�e at the time oF pricing the cast o� Extra Wark; or 3. where the Work invol�ed is not covered by unit prices canta�ed in tl�e Contxact Docurnents and agreementto a lump sum or unit price is not reachedunder 1'aragraph 12.O1.B.2, on the basis of Che Cosi of'tl�e Work (detert�vned as pro�rided in Paragraph 1 I.O1) plus a Coniractor's fee far averhead and pt•ofit (determined as provided i� Paragrap�i i2.O1.C). C. Cont�actor's Fee: The Cantractor's additional fee for ovec�ead and profit shall be determined as follows : 1. a mutualiy accepta6le f�ed fee; �r 2. if a frxed fee is not agreeci upon, then a fee based on the follawing percentages of th$ various partions nf the Cost of the Warlc: a. for costs incurred under Paragraphs 11.O1.A.I, 11.01.A.2. and 11.O1.A.3, the Contractar's additional fee shall be 15 percent except far: 1) rental fees for Coniractor's own equipm�nt using standard ��ental rates; 2) bonds and insurance; b. for costs incUrr•ed under I'aragraph 11A1.A.4 and 11.O1.A.5, the Contractor's fee sl�all be f�e percent {5%); 1) where one.ar more tiers of subcontracts ar� an the basis of Cast of the Work plus a fee and no �'ixed fee is agreeci upon, the intent of Paragraphs 12.O1.C.2.a and 12.O1.C.2.b is that the Subcontractor wha actually perfor�ns the Worlc, at whatever CITY OF F ORT WORTI I STANDARDCDNS'f$UGTIqN SPECIPICATI�N DDCUML'ITTS Revision: AJl31X12.1 ao�aoo-i GENERAL CflNp ITIDN S Page 47 of 63 tier, will be pazd a fee of 1 S percent of the costs ir�curred by such Subcantracto� uncier Paragx•aphs 11.OI.A.1 and 11.O1.A.2 and that any higher tier ,Subcontractor and Contcactor r?vill each be paid a fee of five percent (5%) of the aznount paid to Yhe n�xt Iower tier Subcontractor, howe�er in no case shall the curr�ulative total of fees paid be lI1 0xcess af 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.6, and I 1.O1.B; d. the a;nount af credit to be al[owed by Contractor ta City for any chan�e whuch resuits in a net decrease in cost wi� be the amouat ofthe actual net de�.rease in cost plus a deduction in Contractor's fee by an amount equal to �ve p�rcent {S°/p) of such net decrease. 12.02 Change of Contract Time A. The Cont�•act Tim� may only be changed by a Change Order. B. No ��ension of the Contract Tune will be aflowed for Extra Work ot• for claimed delay unless Che Extra Work coniemplated or claimed del�y is shown to be on fihe critical path oi the P�oject Sched�[e ar Contractor can show by Critiaal PathMethod analysis ha�r+ the Extra Work ot• claimed defa.y adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in ihe performance or completion of any parf of the Work vvithin the Contract Tnne due to deIay beyond the cozatz•ol of Contractor, the Contf-act Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor, De]ays beyond the cont��ol oi Contractor shall include, but not be Iimited to, acts n�• neglect by City, acts or neglect of utiliiy awners or other contraetors performing other �work as contemplated by Article 7, fi�es, £loods, epicEemics, abnormal weafiher conditions, or acts of Gad. Such an adjustment shall be Cont��actor's sole and exclusi�e reznedy for 1:he delays desct•i6ed in this Paragraph. B, If Gont�•actor is detayed, City shal[ not be lia.ble to Cantractor for any elaims, costs, losses, or damages (including but not limit�d to all fees ancE charges af engineers, arch�tects, �ttorneys, and other professianals and a11 caurt ar aebitcaiion or other dispute resolution casts) sustained by Contractor on or in connection with a�y other proje�i or anticipated project, C. Contractor sl�all not be entitled to an adjustment in Contract Price or Cont�act Tune for deiays within the control of Contracfor. Dela.ys a�tributable ta and within the cantrol of a Subeontraciar or Supplier shail be deemed to be de[ays within the conteol af Contractor. D. The Contractor shall receive no campensation for delays or hindrances to the Wark, exceptwhen direct and unavoidable extra cost ta the Contractor is caused by the faiIuce of the City to provide information or material, if any, wk�ich is to be furnished by the City. CI"1'Y flP FORT WORTi-1 STANI7ARDCODISTRUCfI�N SPECIPICATION DOCLIM�NTS Revisi.on: 823/20Z1 oo�2on-� GENERAL GONDIT1QiJ S P�ge 48 af U3 ARTXCLE 13 — TESTS AND INSPECT�QNS; CORRECTI�N, REM4VI�L OR ACCEPTANCE OF DEFECTIVE'V�'ORK 13.O1 �Votice of Defe�t.s Natice of all defectNe Warlc of which City has actual k�owlecige will b� given to Cantractor. Defective Wark ma�+ be rejecied, carz�ected, or accepted as provided �n this Article I3. 13.02 Access ta Work City, independent testing laborataries, and governmental agei�cies with jurisdictional u�tet�sts will have access to �lze Site and the Work at reasonabl� times for their obser�atiQn, insp�ction, and iesting. Contractor shalf provide them proper and safe conditions fnr such access and ad�ise them of Contractor's safety pracedu�•es and programs so tliat they may comply �herewith as applicahIe. I3.03 Tests and In�pectians A. Contz•acto� shall give City tirnely notice of readiness of the Work for all required inspections, tesis, or appeovals and shall caoperaie with inspectian and tes�ing personnel ta faeilitate required insp�ctians or tests. B. If Contract Documents, Laws ar Regulations of any public bady having jurisdiction require any of the Waric (or part thereof� to tae irispected, tested, or approved, Contractor shafl assume full responsibility for arranging and obtai�ing suc�. independent inspections, teats, retests ar approva�s, pay all costs iri connectian therewi�, and furnish City tl�:e requ�red cert'�f"icates of inspection or approval; e�cepting, however, thase fees speci�ica�ly identified in the Supplernentary Conditio�is or any Texas Department of Licensure and Regulation {TDLR) inspections, which shall be paid as described in the Supplementary Conditians. C, Cont�actor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re-tests, or approvals r�quired for City's acceptance o� materials ar ec�uipment to be incnrporated in tlle Work; or acceptance ofmateriais, m� designs, or equipment submitied far approva� prior to Contt�actor's purc�ase thereof iar incorporation in the Work. Such inspectinns, tests, re-tes#s, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent t�sting laboratory ("Testing Lai�") to pe�Form any inspections or tests ("Testing") for any pa�-� af the Warlc, as determined solely by e�y. 1. City will coordinate such Testing ta the extent possible, with Contractor; 2. Should any Testin.g undar thi� Section 13.03 D z•esui� in a"fail", "did no# pass" ar other simi[ar negative result, the Contractor shall be responsible far paying for any and ali retest�. Contractor's cancellation without cause nf C�ty i�itiatad Testiing shall be deemed a negative result and require a retest. C1TY Ql� FORT WOl2TH STANDARDCONSTRUCTION SPEGIFICATION DOCUIvIENTS Revisio�t: 81132QZ1 aonoo-i GENERAL CONd1TI0N S Page 49 of G3 Any axnounts owed for any retest und�r this Section 13.03 D shall be paid directly to the Testing Lab by Contracto�•. City will forw�rd all invoices for retesis to Contractor. 4. If Contractar fai[s to pay the Testir�g La6, Cily will not issue Final Payrs�ent unlil the Tesiing Lab is paid. E. If any Worlc (or the work af others} that is to be inspected, tested, or approved is covereti by Contzactor witl�out written con�urrence of Ciry, Contractar shall, if requested by City, uncove� such Work for obser�ation. F. Unco�ering Work as provided in Paragraph 13.03.E shall be at Contractor's expense, G. Contractor shall ha�e the ri�ht to make a Contcact CIai�n regarding any retest or invoice �ssued under �ection � 3.03 D. 13.04 Uncovering Work A. Ii any Wark is co�ez•ed contraey to the Gontract Dac��ments or spee�c instructions by the City, it rnust, if requested by City, be unco�ered fa�• City's observatio� and replaeed at Contracto�•'s expense. B. If City considers it t�ecessary or ad�isable that covered Wtirl� be observed by City or inspeeted or tested by others, Contractor, at City's request, shall uncover, expose, oz otherwise make available for ob�ervatiQn, irispection, or testing as City may require, that portion of the Work m quesiian, furnishulg a11 necessaty labor, material, anct equipment, 1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, lasses, and damages (.including but no# linnited io all fees and charges of engineers, architects, attorneys, and ather professioaals and all caurt or other dispute resolut�on costs) arising aut o� or relating to such unca�exing, exposure, observation, inspection, and testing, and of satisfactory replacement ar recanstruction (including but not Wnited to all costs of repa�r ar replacement of work of others); or City shall be entitled to accept defective Wark in accordance vvith Paragraph 13.08 in which case C�ntractor shall sti[I be respansible for all costs associated with exposiag, ohserving, and testing the defecti�e Warlc. 2. If the unco�erecf Worlc is not faund to be defective, Contractor shall be allowed an increas� in the Coniract Price or an extension of the ContractTime, or both, dac�ectly attri[�utabl� to such uncovering, exposure, abser�ation, inspection, �esting, replacement, a�d reeonstruction. 13.05 City May Stop the WoYk If the Wark is defecti�e, or Contractor fails to supp[y suf�cient skilled �vorkers or suitable materia�s or equiprnent, or fails to perform the Worlc in such a way that tl�� completed Wark will conform to the Contract Doeuments, City may order Contractar to stop the Work, or any partion thereof, �antil the cause for such arder has been eliminateci; however, this right of City ta stop the Warlc shall not give rise to any duty on the part of City to exercise this right %x• the benefrt of Contractor, any CITY QF FORT WORTH STANDARDCON�TRUCTION SPECIFICA'C[ON DOC[.JMENT3 Revision: $�2.3C�021 Q072Q0-1 CENERALCON�1710N 5 Page 50 of 63 Subcont��actor, any Supplier, any nther individual or entity, or any surety far, or employee or agant of any of thetn. 13.�G Co�rectian orRemoval ofDefective Wark A. PXamptiy afterreceipt of written natice, Contractor shall cot��ect all defecti�e Work pursuant to an accepiable schedule, whether ar not fabricat�d, i�stalled, or compleied, or, if the WorI� has been re3ectecE by City, ramove it frorr� ihe Project and replace it vvi�h Worlc that is not defective. Comractor shall pay a11 cIaitns, co�ts, add�tiona� testing, losses, and damages {including but not Wr�ited to all fees and charges of engineers, architects, attorr�eys, and othel• pro%ssianals and all court or arbit�•ation or othe�• d�pute resolution costs) arising out of or relating to such correction nr removal (including but not limi�ted ta all costs of repau• or replacement of woeic of athers}. �`ailure to require the removal of any defecti�e Worle shall not constitute acceptance o�'such Work. B. When carrecti�g defective Worlc under the terms of tl�is Paragraph 13:06 or Paragrapb I3.07, Coniractor shall take no action that would ve�id ar oiherwise impair City's special wai-�•anty and guarantee, if any, on said Work. 13A7 CorNeciion Period A. If within two (2) years after the date of Final Acceptance (or such longer period of tune as may be prescribed by the terrris of any applicable special guarantee rec�uired by the Contract Docut�nents), any Wark is found to be d�fective, ar � t17e repau af any damages to the la.nd or areas made available fox• ContracL-or's use by City or permitted by Laws ar�d Regulations as contemplated in Paragraph 6.10.A is foUnd to be defective, Contractor shall pramptly, without cost to �ity and in accordance with City's written instirucfians: 1, re�aair such def�cti�e la.nd or areas; ar 2. correct such defeeti�e Work; or if ihe defective Work has been re�ected by Ciry, remove it from the Project and replace it with Work that is nat defecti�e, and 4. satisfactarily correct or repair o�• remor�e and replace any damage ta other Work, to the work of others or otller land or areas resulting �erefrom. B. If Cantractor does not promptly com�Iy with the terms of City's wr•itten instructions, or iri an emergency where del�y would cause serious risk of loss or darnage, City may have the de%ctive Wark carrected or repaired o� tnay ha�e the re�ect�d Work remo�ed and ceplaced. All claims, casts, losses, and damag�s (including but not lifnited to �.11 fees and charges af engineers, archztects, attorneys, and ather professionals and all court or other dispute resolution costs) arising out af or relating to such correctiott or r�pair or such cerno�al at�d replacement (incluciirig but not limited to all costs af repair ar replacement af'r�vork of others) will be paid by CarKtractor. CITY OF FORT WORTH STANDARDCOlVSTRUCTION Sl'ECIFICATION DOC:LIMEN"CS Revision: 8/23/L�21 aa��oo-i GENERAL COND IT ION 5 Page S 1 of 63 C. In special c.it•cumstances where a particular item af equipment is placed in cantinuous service before Final Acceptanee of aIl the Work, the coxrection period for that iiem �nay staei: to i�un fi•om an earlier date if so proviried in the Contraci Doc�unents. D. Where defective Worlc (�nd datnage to otiier Wark tesulting therefrom) has been corrected or remnved and replaced under tivs Paragraph 13.07, the correction period hereunder ravith eespect to such Worlc may be requued to be extended for ar� additiona] peY•iod of ane year after the end af the initial carz•ection period. City shall provide 3a days written notiee to Conttactor should such addi�ional warranty cnverage be required. Contractor may cEispute this requu•ement by filing a Contract Claim, purs�ant to Paragraph 1fl.06, E. Coiliractoi�°s obligatinns under th.is Paragraph 13,07 ar� in addition to az�y other a6ligation or warranly, The provisions af th�s Paragcaph 13.07 shall not be construed as a substitate for, or a waivei• of, the proviszons of any applicable statute of limitatiora or repose. 13.08 Acceptanee ofDefective YYork lf, instead of requir�ng correctian or t•emava] and replacement of da�ective Work, City px�efers to accept it, City may do so. Contracta� shall pay all claims, casts, losses, and darx�ages (ir�clud�ng but not limited to all fees and charges of engineers, architects, att�rneys, and oti�er professionals and all court or other dispute resolution costs) attribu�ble to City's eval«ation of and determination to acaept such deFective �Vork and for the diminished value of the Wox•]c to the extent not oth��vise paid by Contractar. If any such acceptance occurs �rior to Final Acceptance, a Change Order will be issued inoorparating the il�cessaiy revisions in t11e Gontract Documents with iespect to the Work, and City shall be entitled to an appropria�e decrease in ihe Contract Price, reflecting the diminished value of Work so accept�d. 13A9 City May Correct Defective Wark A. Ii Contractor fails wi�in a reasonable tirne after written notice fi•om City to correct defective Worlc, or to remove and replace rejected Work as requireti by City in accoidance with ParagY'aph 13.06.A, ar if Contractor fails to perform the '�Vork in accordance t�ith the Con�ract Documents, or if Cont�•actor �'ails to comply with any oiher provision of the Cantract Documents, City may, after se�en (7) days written natice to Cantractor, correct, or �•emedy any such deficiency. B, In cxercising the rights and remedies under this Paragraph 13.09, City shal� peoc��d expeditiously. In connection with such corrective or remedial aetion, City may exclud� Contractor Fi•om all ot part af the �ite, take possessian of all ar part of the Work and suspend Cont�•actor's services related thereto, and incorporate in the �Uorlc alI materials a�.nd �quipment incorporated in �he Work, stored at th� Site ar for which City has paid Contractor but which are stored e�sewi�ere. Contracctor sha11 allow City, City's cepres�ntatives, agents, consultants, employees, and City's other coniractors, access to the 5ite to enable City to exercise the rights and rernedies under this Paragraph. C. All claims, costs, losses, and clamages (including but not ]vnited to aIl fees and charges of engineers, arcliitects, attorneys, and other pro�essionals at�d all court or other dispute resolution GITY OP �'ORT WORTH STANRAEtDCONSTAllCTION SPEGIFICA7C�N DOC[I�viENTS Revision: 823l1f32.1 ao�aao-i GEIVERAL CANt]I710N S Page 52 af 63 costs} incurrad or sustained �y City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Conta•actor, and a Change Ocder will be issued incorporatmg ihe necessaryrevisio�s in the ContractDocuments with respecttoth� Worl�; and Ciiy shall be einti�led ta an appropriate decrease in the Contract Price. D. Contractor shall not performance of the Paragraph 13.09. be allowed an extension af the Cnntract Tirne because of any delay �n the Work attributable to the exercise of City's rights and remedies under this ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 �chedule of Values The Schedu�e of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis %r progress paymenfis and wiil be incorporated �nto a form of Applicatior� for Payment acceptable to Ciry, Progress payrz�erits on account of Unit Price Work will be hased on the number of ur�its completad. 14.02 Progress Pctyments A. 14pplicatio�as for Payments: 1. Cantractor is responsi6le %r pro�iding all information as required ta become a �endo�r af t.�e City. 2. At least 20 days before the date establish.ed iri the Genera� Requirernents for each progress paynnent, Contractor shall submit to City for review an Application for Payment filed out and signed by Contractor covering the Work cornpleted as of the date of the Application and accompanied by such supporting documentation as is � equired by the Corztract DocUment�. 3. If payment is requested on the basis of materials anci equipznent not incor�orated in the Vdork but delivered and suitabjy stared at the Site or at another location agre�d tfl in wrrting, the Applieation %r Payment shall also b� accornpanied by a bill of safe, invoice, ar othex• dacum�ntation warranting that City has recei�vedthe materials and equiprnent free and clear of all Liens and evidence that the materials and equipmeni are covered by appropriate insurance or other arrangements ta prote�t City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Applica�ion for Payment, each Application shall include an affida�it of Contractor stating that �revious progress paym�nts received on account of the Work hav� be�n applied on account to discharge Cantractor's legitimate oblzgatians associated with priar Appiicatiot�s for Payment. 5. The amount of retainage with respect to pragress payments will be as described in subseciion C. un�ess otherwise stipulated in the Contract Docu�nents. CITYOF FORT WORTH S'CAMJAR�CONSTR[]CTI4N SPECLFICATFON DOC[JMENTS Revisian; 823i1D21 007200-I GEN�RAI. CON� ITION S Pagc 53 oP 63 $. Reuietiv ofApplications: 1, Ciry will, after receipt of each Applicat��n for Payment, either indicate in wri�ing a r�cornmendation of payinent or returca the Application to Contz•actor indicating ceasons for refusing pay�neni. In ihe latter case, Contractor may make tlze necessary corrections and resubmit the Application. 2. City's processing of any payment request�d in an Application for Payment w�l be based on Czty's observatinns of the ez�ecuted Wark, and on City's review of the Application for Payment and the accompanyirig data and scheduies, that ta the best of Ciry's �nowledge: a. the War�c has pt•ogeessed to ihe point indicated; b. the quality of the Work is generaqy in accordance vvith the Contract Documents (subjeet to an evaluation of the Work as a funetinnitig whale prior to or upan I'inal Acceptance, the results of any subsequent tests called for in the Contract Documents, a firtal determin�tian af quantiCies and c[assi�cations fior Wark perform�d tander Paragraph 9.05, and any other quali�cations stated in the recommendation). 3. Processing any such payment will not thereby �e de�rned to ha�e represented that: a. inspectiot�s nnade to check the quaGfy or the ��aantity of the Worlc as it has been pet�forined have be.en exhaustive, extended to every aspect af the Wo�•l� in progress, or involved detailed inspec�ions of the Work beyond tne responsi6ilities speciiically assigned to City in ihe Cantract I7ocu�nents; or b. there may not be other matters or issues beiween the parties that might entitle Cont��actor !:o be paid additionally by Ciry or entitle City to withhold paymeilt to Canfractor; or c. Contractor has complied wi�h Laws and Regulat�ons applicable to Cont�actor's perfox�rraance of the Wark. 4. City inay cefuse to process the whole or any part of any payrnent because of subsequentiy discoveced e�ictence or the results oF subsequent inspections ar test�, and revise or revo�ce any suchpayment pre�iously made, to such extent as may be necessaryta protect Ciiy irom loss because: a. the V�7ork is defectiue or completed Work has been darnaged i�y the Cont�°actax• ar subcon.tractors requiring correction or replacement; b. discrepancies in quantities containect in previaus appl�cations for payment; c. the Cantract Price has been reduced by Change Order�; d. City has been required to correct de%ctive WQrlc or complete Wo�k in accordance with Paragraph 13.09; or CITY QF FORT WORTH STAI�FDA1tDCpNSTRi1CTI0N SP�C[T[CATION DQC[JiYI�NTS Revision: 823/1�l UU720D-1 G�NERALCQN�ITIONS Page 54 of 63 e. City has aetual knowledge of tl�e occurrenee of any of the events enumerated in Paragraph I5.02.A. C. Retainage: 1. Far cflntracts less than $400,000 at the time of execution, retainage shall be ten �ercent ( I a%}. 2. For cont�•acts greatec than $400,000 at the time af execuiion, retainage shall he five percent (5%). D. Liquidated Darrrages. For each. caiendar day that any warlc sh.all remain uncompleted after the time specified in th� Contract Docunnents, the siun per day specified in the Agreement will be assessed agairast the monies due the Contractor, not as a peliaity, but as damages sufFered by the �ity. E. Payment: Cont�aetor will be paid pursuant to tl�e requirements of this A�ticle 14 and payment will become due in accordanc� �iih the Contract Dacuments. F. Reductian fn Payrrtent.• 1. C�ty may refuse to make payment of the a�nount requested because: a. Liens have been %1ed in connection with the Worlc, exceptwhere Contractorhas deli�ered a specif�ic bo�d sat�sfactory to City to secure ihe satisiaction and discharge of such Lie�s; b. there are othar items entik�ing City to a sei-off a�ainst the arnouni recomrnended; or e. City has actual lcnowledge of the occurrence of any of the events enurnerat�d in Paragraphs 14.02.B.4.athrough 14.02.B.4.e ac Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written natice stating ihe reasons for such actinn and pay Contz•actar any amovnt remaining after deduction af the amount so withheId. City shall pay Contractar the amount so wsthheld, or any adj�istment thereio agreed to by City and Cont�actar, when Contractor remedies the reasnr�s for sueh action. 14.�3 Cont�actor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipmen.t eovered Y�y any App�icatian for Payment, whether incorporated 'rn the Project ax• not, will pass to City no �ater than the. time of payment free and clear of all Lier�s. CITYOf FDRT WORTH STA�TDARDCONST1tUCT10N SPECIFICATION DOCUM�NTS Revisia�: $�23/20'Ll oa�2oa-i GENERAL COND 1710N 5 Page 55 of63 14,04 Partial Utilization A. Priat- ta Finxl Acceptance of all the Warlc, Ciry may use flr occupy any part of the Work which has specifically been identit'ied in the Contract Documents, or which City determines constitutes a separately functioning and usable part af the Work that can be used for rts i�tent[�d pi.upose vvi�hout signifieant inter•ference with Co�tracto�'s performance of the rema�nder oithe Warlc, Ci�y at any time may notify Contractor in writing to permit City to use or occupy any such part af th.e Work which City detertnines to be ready far its intended use, subject to the following canditions: 1. Contractor at any time may notify City in wt•iting that Contr�ctor considez�s any such part af the Work ready for its intended use. 2. Wiihin a r�asonable time aftez• notificai:ion as enumerated in Paz•agraph 14.OS.A. l, City and Contractor shall �nalce an inspection oi that pax-t of the Work to determine its st�tus of completion. If Ciry does not cnr�sider that pa�t of the Work to be substantially complete, Cit� will natify Contractar in writing givulg the r•easans therefor. 3. Par�ialUtilization wil[ nat constittite Final �cceptance by City. 14.05 Finallnspection A. Upon written notice from Contractor that the enti�e Wof�l{ is Substantially Cnmplete in accordance with the Contraet Doc�ments: 1. Within 10 days, City will schedule a Final Inspection with Contractor. 2. Ciry will notify Contt•actor m writing af alI particulars iri vcrhich this inspection reveals that the Worli is incomplete or dafecti�e {"Punch List Items"). Cant�•actor shall irnmediately take such measutes as are necessary to cornplete such Worlt ar remedy such de�ciencies. B. No time charge wilI be made agaitist the Contraetor between said date of notiftcation to the City of Substantial Carnpletion and the date of Final Inspection. I. Shoulcf the City determine that tlle Work is not ready for Pinal Inspectian, C�ty w�ll notify the Contracior in wri�ing of �►e reas�ons and Contract Time will resume. 2. Should tl�e City conc�r that Substantial Completion has been achieved wiih the �xceptton of any Punch L�st Items, Contz•act Titn� will resume for the duration it talces for Contractor to achieve Final Acceptance. 14,0G Finc�IAcceptance Upon completion by Contractor to City's satisfaction, of any additiona! Worlc identi�ed in the F�nal IflS��CtfDI1, City will issue to Contractor a Iette�� of Final Acceptance. C[TY (3F I� ORT WORTH STANIiA1tDC4N5TRUCTION SPECIFICATiOM DOCUMENTS Itevision: 8�13IX121 007200-I G�NERAL OONdITION S Page 56 of 63 14A7 FinAl Payn�ent A. ApplicationfarPaynzent: l. LTpon Finai Acceptance, and in the opinion o� City, Cant�actor may malce an appl�ca�ion for final pay�nent following the procedure for prog�es� payments i�n accordance with the Contract Docurnents. 2. The final App(ication for Payrrient shali be accampar�ied (except as previously de�ivered) by: a. all documeniation calIed %r in the Cant�a�t Documents, including b�at not liiniteci to the evidence of in5urance required by Paragt�aph 5.03, b. consent of the surety, if any, to fmal payment; c. a Gst of all pendir�g or refeased Damage Claims against Ciry that Contractor believes are unsettfed; and d. aff�davits of payrr�ents and complete and legally effective releases or waivets (satisfactory to City) of all Lien rights arising out af or Liens filed in connection with the Work. B. Payment Becarrtes Dr�e: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractar, less previous payrnents made and any sum City is entitled, includ�ng but not lunited to liquiciated damages, will become due and payable. 2. After aIl Damage Claims have been resolved: a. directiy by the Contractor or; b, Contractor provides evidence thai the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The mak�x►g af the final payment by the Cily sha�l not relieve the Contractor of any guarantees or oth.er requi�ements of the Contract Docurr►ents which sp�cifically continue thereafter. 1�,08 FinalCompletionDelayedcrrrr�Partfall2etainageRelease A. If firial completion of the Work is sign�cantly delayed, and if City so canfrms, City may, up�n receipt of Contractor's final Application for Payment, and without terminating Ehe Contract, make pa}rt�nent of the ba�ance due for that portion oi the Work fully cotnplete�l and accept�d. If the remaining balanca to be held by City for Vl�ork not fully camp�eted ar corrected as less than the retainage stipulated in Pa�agraph 14.02.C, and i� bands have been furnished as requu�ed in Paragraph SA2, the wt•i�ten consent of the surety to the payment of the balance due for that CITY OC FORT WORTH 5TAN17ARDCONSTRUCTIDN SPECIFICATIOtJ DOCLIMENTS Revision: &�131JJ121 fl07200-1 GE�fEf2ALCON�ITIONS Page 57 of G3 portian of the Wor�c fully completed and accepted shalf be s�ibrnitted by Conttacto�• to City with the Application far such payment. Such payment shall b� mada under the terms and condit�ons go�erning �'inal pay�nent, except that it shall not constitute a waiver of Contract Claims. B. Pa�tial RetairaageRelease. Far a Cant�act tI�at pfovides fo� a separate vegetat�e establishment and mamtenance, and test and pei'f�rmance periods fo�lowing the completion of a.11 other constructian in th.e Contract Documents foe all Work locations, the City may release a pot�t��n of the am.ount retained provid�d that all other work is coinpleted as determined by the City. Before the z•eiease, alI subrnittals and %nal quanti�ies musi be corr�p�eted and accepted far all other worlc. An amount sufflcieirt to ensure Conteact compliance will be ret.�.ined. 1�.09 Warve� of Claims Th� acceptance of final payment will eonstitute a release of the City from all claims or liabilit ie s under the Contract for anythulg done or furnished or relating to �he work under the Contract Documents ar any �ct or neglect o� City rel�ted ta ar connected with the Contracf. ARTICLE 15 — SiJSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and witho�at cause, City rnay suspend the Warlc or any portion th�reaf by written notice to Contractoz• and which may fi� the date on which Worlc will be resumed. Contractor shali resume the Worlc an the dat� so �'�ed. During temparary suspensian nf the VSlorlc covered by these Contract Docunlents, for any reason, the City will malce no e�ra paynlent for stand-by time of canshuction equipmertt and/or consiruction et�ews. B. Should the Cantractor not be able to complete a pnrtion of the Prajeci due ta causes beyond the control ot' and without the fault or negGgence of the Cantracto�•, and should it be d�terrnined by mutual consent of the Cantractor and City that a solution to allow constr'�tetion to proceed is not available wrthin a reasonable period af time, Contractox• may requesti an extensian in Contract Time, directly aitributable to any such suspension, C. If it should 6ecnme nenessary to suspend the Worlc {'or an indefini�e period, the Contractor shall store all materials in such a manner that they will not obstruct or irnpede the pub�ic unnecessarily nor became damaged in any way, and he shall take eveiy pxecaution to prevent damage or deterioration of the work performed; he shall pro�ide suitable drainage about ihe wvorlc, and erect temporary structures where necessary. D. Contractor may be reimbursed far the cost of rno�ing his equipment off the job and returning t�e necessary equipment to the jab when ik is determined by the City that construction may be resumed. Such reimbursemer�t sha]] be based on actua! cost ta the Contractor of moving the equiptn�nt and no profit w�ll be al�owed. Reimbursement may not be allowed if the equipment is maved to �nother consta•uction project far the Ciry. CITY OP PORT WORTH STAi�DARDCONSTRUCTION SPEC[CICAT[ON DOC[7ME�ITS Revision; SC2�l 00 72 p0 - l GEN�RAL CONDITION S Page 58 oFb3 I5.02 City 1Vlay Terminate for Cause A. The occurrence af any one or more of the following e�ents by way of exarr►ple, but not of l�mitation, may justify terminatian for cause: 1. Contractor's persis�ent failure to perform ihe WorIc in accoedance with the Contract Docu�nents (including, but not Gmi�ed to, failuce to su}�ply sufficieni sld�led worlcers or suitable materials or equipment, failure to adhere to the Project Schedule established under Par��raph 2.07 as adjusted froin time to time pursuanti to Paragraph 6.�4, or failu�e to adhere to the City's Business Diversity Enterprise Ord�nance #20020-12-2011established under Paragrapk� 6.06.D); 2. Contractar's disregard of Laws or Regulations of any public �aody ha�ing jurisdiction; 3. Cantractor's repeated d�sregard of the authori�y af City; or 4. Contractor's violation in any substantial way of any provisions of t1�e Contraat Documents; or 5. Contraetor's failure to pzomptly malce good any defect in rnaterials or workmanshi�, az• de�ects of any nature, the correctian af which has been directed in wrrting by the Cit�; or b. Substantial indicatian thai the Contractor has made an unauthorized assignment of th� Contract or any funds due therefra�n for ihe benefi� of any creditor or for any other purpose; or 7. Substantial evidence that the Contxactar has become insolvent or bankrupt, or otherwise iu�ancially anable to carry on tha Work satisfactorily; or S. Cantractnr cammences legal action in a court af competent jurisdiction againsi the Ciry. B. Ifone or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contraetor and Surety to address Contrac�or's failure to perfor�n the Wnrk. Cflnference shall be held not later Chan 15 days, after receipt of notice. 1. If the Ciry, the Contractor, and the Surety do not agree to alloGv the Contractor to proceed to pe►form the construction Contract, the Crty rr�ay, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terrnuia�e tl�e Contraeior's right to complete the Contract. Contractor defau�t shall not be declared earlier tk�an 20 days after the Contracto�• and Surety have received notice of �onference to address Cant�•actor's failure to perform the Wark. 2, If Cont�actnr's s�rvices are terminated, Sueety shall be obligated to talce ower and perforrn the Work. �f Surery do�s not commence perFormance thereof within 15 consecutive calendar days after date of an additional written notice dernanding Surety's performance of its CITY OF FORT WORTI-� STA]�TRARDCONS7'kUCTION SPEGrICATIQN DOCUMEIVTS Revision: 8/13/2421 p0 72 00 - I GENERAL COI�DITIO�f 5 Page 59 af G3 obligations, then eity, wi�hout process or action at ]aw, may take o�ver any potfiion of the �1Vork and complete it as de5cribed below. If City con�pletes the Work, Gity rraay exclude Contractor and Slu°ety fi�om. the site and talce possessioil nf the Work, and aIl rr�aterials and equipment incor}�orafed into the Worl< stored at the Site ar for which City has paid Canh-actor or Sut•ety but which aee stored �Isewhere, and finish the Work as City may deem expedient. Wheth�r City or Surety completes the ViJork, Contractor shaIl not be entit��d to receive any fu��therpaymen# until the Worl� is firtished. If the unpaid balance of the ContractPrice e�ceeds all claims, costs, Iosses and damages systained by Ciry arising out af ar resulting from completir�g the Worlc, such excess will be paid to Contractor. If such claurrs, c.osts, losses and damages exceed such unpaid balance, Cantractar shall pay the diffeeence to City. Such claims; costs, Iosses and damages incurred by C�ty will be incorporated in a Change Order, proeided Yhat v�hen exercising any rights or remedies under this �'aragraph, City shall not be required to o.bta� the lowest price for the Work perFormed. 4. Neither Ciity, nor any of its respecti�e cansultants., agents, officers, directors or employees shall be iri any way liable o� accountable to Contractor or Sueety for the methoc! by which the completion of the said Work, ar any portion thereof, may be accamplished or for ilze price paid therefor. City, notwi�hstanding the meiho.d used in campleting the Cotttract, shall not for%it the right to recover damages frorn Contractnr or Sucety foc Contractor's failure to timel� camplete the entira Contract. Contractor shall ilot 6e entitled to any claim an account of the method used by City in completing tl-►e Contract. 6. Maintenance of the Work shall cantiriue Lo be Contracior's anc# Surety's respansibilities as provided for in the bond requirements of the Cantract DoctUnents or any special guaran�ees pror�id�d %r t�nder the Canti°act Documents ar any other obligations ntherwise prescribed by ��W. C. Notv�ithstandin�g Paragraphs 15.02.B, Contractor's sexvices will not be terminated if Contrac�at� begins within se�en days nf i•aceipt af notice of it�tent to ierminate to correct its failut•e to perfortn and proceeds diligently to cure suef� faiiuce within no more than 30 days af x•eceipt of said notice. D. Where Contrac�or's seivices have been so tertninaied by City, the terrr�ination will nat affect any ri�hts or remedies of City against Contractor then exist�g or vvhich may thereaiter accrue, Any retention or payment o£ moneys due Contractor by Cily �ill not release Contracior from liability. E. If and ta the extent that Contracior has pi�ovided a performance bond under the provisions of Paragraph 5.02, ihe termination pracedures of that bond sh�Il nat supersede the provisions of Yhis Article. CI"C'Y�FFOEtT WOATH STANDARDCONSTRUC7'ION SPECIi'[CATI�N DOCiIltttE1VTS Ravision: 8�13l1A2.1 oa�aoo-� GENERAL CONaIT[ON S Page 60 of G3 15.03 CityMay Termi�ra�e FoN Convenience A. City may, without cause and without prejudice to any other right or remedy oi City, terrnit�ate the Contract. Any termination sl�all be effectedby mailing a notice of'the termination to the Contraetor specifying the ea�tent ta which performance of Wor�k under the ean�act is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed con:ciusNely presumed and established when the Ietter is placed in tiie Uni�ed States Postal Service Mail by the City. r'urther, it shall be deemed conciusively presumed and established that such termination is made with just cause as therein stated; and na ptooi in any claim, demand or suit shall be required of the City regarding such discretionary action. B. Aftee receipt of a notice of terirunation, and except as otherw�se directed �y the City, the Contractor shall: L. Stop workunder the Contracton the date and tn the extent specifed in the natice oftermination; 2. place r�o further orcfers or subcontracts foz• naaterials, serv�ces or facilities except as may be necessary for campletion oi sueh portion of the Work under fi,�e Contract as is not terininated; 3. terminate all orders and subcantracts to the extent that they rel�te to the per%rmance of the Wark terminated by notice of �rmir�ation; 4. transfer tit�e to the City and deliver in the manner, at the times, and to the extent, � any, ciirectad by t11e City: a. the fabricat�d ar �nfabricated parts, Wor�c in progress, connpleted Worlc, suppfies and other tnaterial produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the ternnuaation; and b. the comple�ed, or partially compl�ted plans, drawings, anfarmation and other p�operty which, i� the Contraci had been campleted, would have been requi�ed to be furnished to the City. 5. complete performance of such Wark as shall not have been terrninated by the notice of termiriation; and b. take such action as rnay be necessary, or as the City may direct, for fhe protection and preservation of the property related to its contract wiuch is in the possessian af the Contz•actor a�d in which the owner has or may acqUire the rest. C. At a time not later than 30 days after the terminatian date specified 'u� the notiee of termination, the Contractor may suk�mrt to the City a list, certified as to quantity and quality, of any or all items of te�minatia� inventory �ot previovsly disposed of, exclus�ve of items the disposition of vwhich has been directed or authari�ed by City. CITY O�' PDRT WOATH STA1�l7AFiDCONSTRUCTiDiJ SPECIFICATI�N DOCUM�NTS Revisinn: �l23I1.(l�l oa n ao-i GENERALCONDITIONS Paga 6l of G3 D. Not later th.an IS days inereafter,the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, witihin 45 days from the date of submission of t1�e Gst, and any necessaiy adjustrnents to correct the list as stibmitted, shall be made p�•ior• to final se�tlement. E. Not later than 60 days afterthe noiice of terrnination, the Contractor sf�all submit his termination claim to the City in the form an� vaith the cex-tification prescribed by the City, Unles� an extension is made in writirig within such b0 day period by the Cantractor, and granted by the City, any and all such clainns shall be conclusi�ely deemed vvaived. F. In such case, Contractor s�alI be paid for (vc�ithout duplication of any items); l. completed and a�cep�able Work execut�d in accordance witl� t��e Cnnt�act Documents prior to the effective date of termination, including fau and reasonable sums for averhead and profit on such Warl{; 2. expenses sustained prior ta the effective date o� terminatian izi performing ser�ices and fufnishing labor, materials, or ec�uipment as requir�d by the Contcact Documants in connect�on u�ith unco�npletec! Worlc, pl�s fair and reasonable sums for overhead and pt�ofit on such expenses; and 3. r�asonable expenses du•ectl� attributable to termination. G. In the event of the failure of the Cantractor and City to agree upon the whole amount to be paicf to t�e Contractox• by reason of the termination of the WorIc, the Ciry shal� determine, on ihe basis of uaforn�ation available to it, the annount, if any, due to �he Contractac by reason of the termination. and slaall pay to rhe Contractor the amounts determined. Contractar Shall not be paid on accaunt of �oss of anticipa�ed profzts ar revenue or ather econorz�ic loss arising out af or resulting f'ram such termination. ARTICLE Z6 — DISPUTE RESOLUTION 16.01 Methods and Proced�rres A. Either City or Cantractor may re�uest mediation of any Contra�t Claim submitted for a decision undez Paragraph 10.06 be%re such decision becomes final and binding, The request for mediation shall be submitted to the �ther party to the Contract. Timely submission of the request shal! stay the effect of Paragraph 10.06.E. B, City and Contractoz shall participate in the mediation process in goocf faith. The proces� shall be commenced with�ri 60 days of flicig af the request. C. If the Contxact Claim is not resolved by mecl�tion, City's action under Paragraph 10.06.0 or a denial pursuani to Paragraphs 10.06.C.3 ar 10,�6.❑ shall became �nal and binding 30 days after tertnination of the mediation unless, within that titne periatl, City or Contractor: CITY pF FQaT WaRTH STANDARDCONSTHUCTION SAEC3FICATCOH C]OCUMENTS Revisian: 8rL3/2[12l ao7zoo-� GEN�RAL CON� ITI01� 5 Page 62 of 63 L elects in writirsg to invoke any ather dispute reso�ution process provided for in the Sup�lernentary Conditions; or 2. agrees wi�h the othez� party to submit the Contract Claun to another dispute resolution process; or 3. gives wrjtien notice to the ather party of the intent to submit the Coniract Claim to a court of cornpetent jurisdiction. ARTICLE 1'� —117XSCELLANEOUS 17.01 GivingNotice A. Whenever any pro�vision of the Contract Documents requires the gi�ing of written n:otice, it will be deerned to have been validly given if: delivered in person to the individual or to a member �f the firm ox to an officec of the corporatian for whozn it �s intended; or 2. delivered at or sent by registered or certifi�d mail, pastage prepaid, to ti�e last business addcess known to tHe giver of the notice. B. Business address changes must be promptiy made i� wri�ing to the otlzer pac�y. C. Whenever the Contract Documents spec�es giving notice by elect�onic means such electronic notice sY�all be deemed sufficient upan confirmation of re�eipt by the recei�iug party. 17.02 Computatian ofTirrres When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day af such period. If the last day of any such period fa�ls on a Saturday or Sunday ar on a day made a legal k�oGday the n��ct Worlcing Day shaii become the last day of the period. 17.03 Currlulative Remedies Th� duties and abligatians imposed by these General Conditians and the rights and remedies availabie l�ereunder to the parties hereto are in addition ta, and are nat to be construed in aay wayas a limitation of, any rights and remadies available to any or all of them which are otherwise imposed or available by Laws ar Regulations, by speeial warranty or guarantee, or by other pravisions of the Contxact Documents. The provisions nf this Paragraph wiil be as effective as tf repeated speci�cally �n the Contract Dncvments in connection with each par�icula� duty, obligatior�, ri�ht, and r•emedy to which they apply. CTl'Y OF FORT WOR'I'H S'tANDARI?CQNSTRUCTIDN SPBCIPICATI4N DOCi1MENT5 Revisian: R23fLD21 oo�zoo-i GENERALCaNI�ITIONS Page G3 of b3 17.04 ,�t�Yvival of Obligatio�s All reptesentations, indemnzf'iea#ians, warranti�s, and guarantees made in, required by, o�• given in accordance with the Gontract Doeuments, as well as all continuing obligations irtdicated in thc Corneact Doeurz�ents, will s�irvive final paymeni, completion, and acceptance af the Worl� or termination or completion o�'the Contract o� termination of the services of Contractor. l7.OS Headings Ax�iiele and paragraph headings at•e inseried far convenience only and do not constitute parts of these General Condit�ons. CITY OF I'OAT WORTH STANDARI7CONST$OCT[ON SPEGIF[CA'ffON DOCiJMEI�fTS Revision: W�1 ao �3 no sue�L��rr•r�nY cormzT�o�rs �aqe 1 of 5 sECT�oN o0 73 aa SUPPLEMENTARY CONDITIONS TO G�NERAL CONDIT[ONS Supplementary Conditia�s These Supplementary Conditions madify and supplen�ent Section 06 72 QO - Generai Conditions, and other provisions of the Contract Documents as indicated belaw. All provisions of tl�e General Conditions that are modified or supplementecf remain in ful[ force and effect as so modified or suppiemented. All �rovisions of the General Condiiions whieh are nat so modified or supplemenied remain in full force and effect. De�ned Terms Tl�e tern�s used in these Supplementaty Cnnditions which are defined in the General Conditions hav� tEie meaning assigned to them in tlie General ConditEons,. unless specifically noted h�rein. Modifications and Supplements The faliowing are instructions that rr�odify or supplement speci�c paragraphs in th� General Conditions and other Contract Documet�ts. SC-3.D3B.2, s°Resolving Discrepancies" Plans govern over Specifcations. SC-4.OlA Easement limits shown on the Drawing are appraximate and were pravided to establish a basis for bidding. Upon receiving the final easements descriptians, Contractor shall com}�are thein to the lines shown on the Contrack Di�awings. SC-4.O1A.1„ f°A�aila6ilify oi L,ands" The following is a list af 1c�auwn outstanding right-of-way, and/or easements to be acn�tired, if any as of November 9, 2021: Outstanding Iiight-Of-Way, and/o�• Essernents to Be Acqnired PARCEL OWNER MJMBER None TARGET DATE OF POSSESSION The Conh•actor undexstands and agrees that the dates listed ahove are estimates only, are not gua�•anteed, and da not bind tlie City. If Contractor considers the final easements providecf to differ matetial�y from the rapresentations on the Conh�act Drawings, Contt•actor shall within ��e (5) Business Days and before proceeding with the Work, notify City in writing associated with tfie differin� easement line locations. CITY OF FORT WQRTH VtCKERY BLVD RETAINIMG WALL STANDA121] CONSTRUCTI(3N SPECIi'ICATiON DDCUMENTS City Project No. 102446 Revised March 9, 2020 00 73 00 SUPPLEMENI'ARY C�IVDITIONS 1'age 2 aF 5 SC-�t.01A.2, "AvxilRUility of Lands" lltiIities ar obstructious to be removed, adjusted, andlor relocate� The following is list of uti[ities andlor obstructions tliat ha�e not 6een removed, adjusted, and/or relocated as of November 9, 2�21 EXPBCTED UTILITY AND LOCATION OWNER Nane TARG�T DATE OF ADNSTMENT Tlte Cont�•aetor �nderstands and agrees that the dates listed al�o�e are estimates oniy, are not guaranteed, and da not bind tlle City. SC-4.02A., "Subsurface and Physical Conditions" The FolEowing are repoits of exploratians and tests of subsurface canditians at �11e site of tlte Worlc: A Geatechnical Repoi�t No. DE20-199, datec! January 13, 202D, prepaeed Uy Allianee Creoteehnical Group, a suh-consultant of TranSystems, a consultant of tlie Ciry, providing addiiianal information on the site geological copdit[ons. 7'lke following are drawings of physica[ cond'ttions in or relating to existing s�►rface and subsurface stnictures (except Undeegt•ound Facilities) which are at or cantiguous to the site oF the Work; None SC-4.06A., °°FIazardous �nvironmentai Conditions at Site" The fallowing are reports and drawuigs af exist'rng hazardn�is environmental conditions known to the City: N�one SG5,Q3A., "Certificates af Insurance" The entities listed below are "additinnal insureds as their interest may appear" including tl�eir respective of#icers, directors, ag�nts and employees. {1} City (2} Consultant: None (3} Otlrer: None SC-5.OaA., "Contractor's Insurance" The limits of liability for tlie ins�rance requic•ed by Paragraph GC-5.04 sEiall provide the follawiatg cove�•ages for not less than the fiollowing amounts or greater where re�quired by laws and regulatians: 5.04A. Workers' Compensation, under Paragraph GC-S.04A. Statutory li�nits Employer's liability $1 a0, 000 each acciderrt/occEarr��nce $10(J, 000 Disease - each employee $500, 0�0 Disease - policy limit CiTY OF FOItT WORTH VICICER'Y IILVT7 AETAITIING WALL STkN�ARD CONSTRU.CTIOtV SPECIF`ICATION DOCUM�NTS City Project No. 1 D244G Revised Mareh 9, 2020 ao �3 00 SUPPLEM�IVTARY CONDI'I'iO1VS Page 3 of 5 SC-5.04B., �sContractor's Insurance" 5.04B. Commercial General Liability, under Paragrapli GG5.04R. Cont�•aetor's Liability Insurance under Paragraph GC-5.04F3., which shall l�e an a per praject basis covering tlie Contractor with eniniinum limits af $l, oao, 000 each occurr�ence $2,0OO,ODD aggregate lzmit The policy musk have an endarsecr►ent (Amendment — Aggregate Liinits o�'Insurance) makiug the General Aggregate Limits apply separately to eacli jab site. Tlie Comrnercial General Liahility Insurance pol.icies shall provida "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Ce��i�ieate of Insuranee. SC S.Q4C., "Contractor's Insw•ance" S.p4C. Automobile Lia6ility, under Paragraph GC-S.Q4C. Contractor's Liability Insw�acice under Paragraph GC-5.44C., whicl� shall 6e in an amount not less t!}an the foliowing auiounts: {1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defLied as aUtos owned, fured and n�n-awned. $1,OUD, 000 eaclti accident on a coinbined single limit Uas�s. Split limits are acceptable if limits are at least: $250, 000 Bodily Irrjury per person / $500, 000 Bodily Injury per accident / $100,000 PrQperty Damc�ge SC-5.04D., "Cantractor's Insurance7A The Contractot''s consf►'uc#ion aetivi�ies will require its emgloyees, agents, subcantractors, equipment, and material de�ive�•ies to cross railraad properties and traaks. None The ContracWr shall conduct its operations on railroad properties in such a manner as no# to interfere witli, l�inder, or nbsi�•uct the railroad company in any manner whatsaever in the use or operatian of itsltheir trains or other prope►•ty. Such operations on railraad propesties rr�ay require that Contractor to execute a"Right of �ntry Aareement" with tiie �Sarticular railroad eompany or companies involved, and to diis end the Cont�•aetor sliould satisfy itself as to the requirements of each railroad campany and be prepared to execute the riglit-of-�ntry {if any) requirad �y a railroad company, The requireinents speci�ed herein l�kewise relate to the Cnntt�actor's usc of private andlor constr�Eetion access roacis erossing said railroad eornpan}�'s properties. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide covea•age far r�ot Iass than the following amnunts, issued by companies satisfactary to tkze City and to ihe Railroad C.ompany for a iecm that co.ntinues for so long as the Contractor's operations aiid work cross, occupy, or touch railroad property: (I) General Aggregate; (2) Eaah Occurrence: $Confrrm Lirrrils with Raidroad $CoMfarm Lir►aits wilh Raifroad � Kequired fa• this Contr�rct X Not t'equtred far thts Contract With respect to the above outlined insurance requirements, the follov�ing shall govern: CITY OF FORT WpRTH STANDARD CONSTRUCT[dN SPECIFICATION DOCUMENTS Revised Marelt 9, 2420 VICKERY SLVD R�TAINING WALL Cily Project No. 102446 QO 73 0� SUPPLEMCNTARY GOI,i[3IT[aN5 Page 4 of 5 1. Wliere a single railf•oad campany is involved, tlie Caz�tractor shall provide one insurance policy in the name of the rai[road company, However, if tnore tl�an one �rade sepa�•ation ar at-grade crossirrg is affected by tl�e Project at entirely separate lacations on tlte line or [ines of the same railroad company, separate coverage may be requiz•ed, each in the arr►ou�t stated above. 2. Where mare than one railroad company is opej•ating on the same right-of-way or where severaE railroad companies aa•e involved a�d operated an titeir own separat� rights-of-way, t[�e Contractor may �e required to provide separate insurance �olicies in tli� narne af each railroad coinpany. 3. If, in addition to a grade sepa�•ation or an at-grade crossing, otlier work or acti�ity is pro�osed on a railraad campany's right-of-way at a location entirely sepaeate fi•oin the grade sepaeation or at- grade crossing, insueance eoverage for this worlc must Ue inclue[ed in the policy cavering tlie grade separation. 4, if no �rade separation is involved but otl�er worlc is p�•oposed on a railroad eotnpany's right-of- way, all such other work Enay be covered in a sing]e policy fof� that rai[road, even though the wark may be at two or more separate locatzons. No worlc or activities on a railroad enrt�pany's prape�•ty to be performed 6y the Cantractor shall 6e catnmenc�d iinti] the Co�itractor has iurnished the City with an original policy or po[icies of the insuranee for each railroad cnmpa�iy named, as requi►•ed above. All such ins�irance must 6e approved by tlie City and each affected Railroad Company prior to the Cont��actor's 6eginning woz•1<. The insurance specified abova must be carried untal al] Work to be p.erforined on the railroad right-of way has been completed and tJie grade crossing, if any, is no lorager used by the Contractor. lif addition, insurance must 6e carried during al[ maintenance andlor repaif• wot•lc perfarmed in the raifroad riglit-af-way. 5uch i.nsurance must name the railroad co�r►pany as the insuracl, tagether with any te�iant or lessee of the railraad eompany operating aver teacks invalved in the Praject. SC-6.04., "�raject Schedule" Project schedule shall �e tier 3 for the project. SC-5.07., ��W�ge Rates" The followina is tlie pre�vailing wage rate table(s) applicable to this project and is provided in the Append.ixes: 2013 Prevailing Wage �i,ates (Heavy and Highw�y Constructian Projects) 20I3 Prevailing Wage Rates {Commercial Construction P�•ojects) A copy of tJie table is also a�ailable by accessing the City's website at: https://apps.fartrvorthtexas.�ov/Pro jectResources/ You can access the fiIe by follavvmg the directoiy path: �2-Canstruction Documents/SpecificationslDiv00 — General Conditi�ns SC-6.U9., "Per�ttits and Utilities" SG6.09A., "Contractor obtained permits and licenses" The following are known permits and/or licenses required by fihe Contract to Ue acquired �y the Contractar: STREET USE PERMIT SW3P CITY OF FORT WORTEI VICKEItY BLVD RETAINING WALL ST�INDARD CONSTRUCTION SY�.CIFICATIpN DOC[JM�.NT5 Ciry Project No. 10244G Revised March 9, 2Q2� 00 �� o0 3UPPLEMENT.4Ri' CONDI'I`IONS Page 5 of 5 3C-G.09B. "City obtained permits And licenses" Tltie following are known permits avdlor licenses required by tiie Contract to be acquired l�y the City: TREE REIVIDVA.L PER11rIIT (Dated March 2, 2022} SC-G.09C. "Outstanding permits �nd licenses" The following is a list oF icnown outstanding permits andlor licenses to be acquired, if any as of November 10, 2fl21]: Oatstandiag Permits and/or Licenses ta Be Acquired OWN�R PERMIT OR LICENSE AND LOCATiON None SC-7.02., "Coardinakian" TARGET DATE OF FOSSE55ION Tlie individuals or entities listed below have contracts with the City for the performance oF other wark at tlie 5ite: Vendor NQne SC-8.01, "Communscations io CoatrTctor" None Coordination Autho SG9.01., "City's Projecf Manager" The City's Project Manager for this Contract is Taraqul Islam, or his/her successor pursuanC to writ�en notification from the D'srector of Transportatian and Public Works. SG13.03C„ i°Tests and Inspections" None SG16.O1C.1, f°Methods anci Pracedures" None END OF SECTION Revisian Log DA7� NAME SUMMARY OF CHANGE 1/22/2016 F. GrifFin SC-9.01., °Cify's Prajeck Representative" worciing changed to City's Project Manager. 3l912420 17.11. MagaPia SC-6.07, Updated the link such that files can be accessad via the City's websit�. CITY OI' ['ORT WORTI-I VICKERY BLVD RETAiNING WALL STAN�ARD CONSTRUCTION SP�CIF[CATION bOCUMENTS City Project No. 1 D2946 Revised March 9, 2020 O1 11 d0- ] SUMMAl2'Y OP WORIC Page ] of 3 S�CTION 01 ll 00 SL7MMARY OF WORK PARTI- GEN�RAL Ll. SUMIVIARY A. Section Includes: 1. Summary of Work to be performed in aecorclance wi�h the ConteacY Documents B. Devi.ations fi•om this City of Fort Worth Standacd Speciiication 1. None. C. Rela��d Specification Sections i��clude, but are not necessaE•ily ]ii��ited to: I. Di�ision 0- Bidding Requirements, Contraet Forms, and Conditions of the Gontract 2. Division 1- GeneraE Requiremenfs 1.2 PRICE AND 1'AYMENT PROCEDURES A. M�asurement and Payment 1, Vdork associated with tihis Ttem is conside�ed subs�diary to tlie various items bid. Nt� separate payment will be allowed for this Itern. I.3 RERER�NCES [NOT USED] 1.4 ADMINISTRATIV� REQUIREM�NTS A. Work Co�ered by Contract Documents l. Work is to include #'urnisliing aIl labor, materials, and equipment, and perfat•rning a.�� ViWork necessa.��y for this const��uction project as detailed in the Drawings and Speciitcations. B. S«bsidiary Woa'k Any ar►d all Worlc speeifically govet�ned by documentary raquirements for the project, such as conditions iinposed by the Drawings or Cantract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typica� unit bid item included on th� standac•d bid item Iist, tlaen the item shall he considered as a subsidiaty item of Work, th� cost af which shall be included in #he price l�id in the Praposal fa�• varioas b.id items. C. Use af Pre�nises I. Coordinate uses of precnises under direction of the City. 2. Assume full responsibi[ity for pt•atection and safekeeping of inaterials and equipment stored on the Site, 3. Use and occupy pnly portions of the public streets and alleys, or other public places or other rigirts-of-way as pxo�ided for in the ordinances of the City, as sYao�un in the Contract Doeuments, or as may be specifically authorized in writing by the City. a. �. reasonable amoun# of tools, materials, and ec�uipment for const�•uction purposes may be storecf in such spac�, but no more than is necessary ta avoid delay in the construction operatioiis, C1TY OF FORT WOEtTH VICI�HRY BLVD RETAINING WALL STANDAI21] CON5TRUCTION SPECIF[CATfON DDCUM�NTS Ctty Project Na, 102446 Revised December 2D, 2412 ot ti ao-z SUMMARY OP WORK Page 2 of 3 Exca�ated and waste rr►ateeials shall be stor�d in such a way as not to interfere with the use of spaces that may be c�esignated to be left free a.nd unobstructecf and so as not to incanvenience occupants of adjacent property. If the st�•eet is occupied by railroad tracics, the Worlc shall be carried on u� such manner as no� ta interfere with the qperatiot� of the rail:road. 1) A1S Work s1�a11 be in accardance with railroad requirements set farth in Division 0 as well as the raiu'oad permit. D. Wo�•k within Easements i. Do not enter upon private property for any purpose withaut having previously abtained permission from the owner of such property. 2. Do nat store equipment or material on pi•ivate property unless and unti! the specified approval of the prope��y owner has been secured in writing by the Con�•actor and a copy furnished to the City. 3. Unless specifically pravided othet�vise, ciea�' all rights-af way or- easements of obst�'uctions which must he removed 1:o nnake possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use e�ery precaution to prevent ciamage to, all trees, slvubbery, plants, laws�s, fences, culverts, curbing, and all other types oF structures or improvernents, to all w�ter, sewer, and gas lines, to all conduits, aver%ead pole lines, or appurtenances thej•eof, inciuding the const�'uction of temporary fences and to all othe�• public or private praperty adjacent to the 17t�ork. 5. Notify the propei� rep�'esentatives nf the owners or occupants of the public or pri�ate lands of interest in lands which rnight be affected by tlje Wori�. a. Such notice shall be made at least 48 hours in ad�ance of the beginning of #he Work. b. Noiices shall be applicable tn both �u61ic and pri�ate utility companies and a�y corparation, cotnpany, individual, or other, either as awners or occupan#s, whase land or inkerest in land might be affected by the Work. c. Be responsible for� all damage or injury to property of any character �•esulting from any act, oinission, neglect, or tniscflnduat in the manr�er o�' method or execution of the Work, ar at any time due to defective work, material, or equipment. 6. Fence a. Restof•e a11 fences encountered arid remo�ed during constiuction of the Praject to the ori�inal or a better than original co.ndition. b. Erect temporary fencing u1 place ofthe fencing rernoved whenever the Work is not in pragress and when the site is vacated overnight, and/or at all times to provide site seeurity. c. The cost for all fence work within easements, includin� removal, temporary closures and replacement, shall be subsidiary to the various items b�d in the project pr'oposal, unless a bid item is specifically pro�'tded in the proposal. C1TY OF FORT WORTH VICK�RY BLVD RETAINING WALL STANI3ACiD CONSTRUC7'Ifl1V SPECIFICATiON dOCUM�.[+iTS City ProjectNo. 1�2448 Revised Decem6er 20, 2012 oi ii ao-3 SUMMARY OF WORK Page 3 of 3 1.5 SUBMITTALS [NOT USED] L6 ACTION SLTBMITTALSIINI'QRMATIONAL SITBMITTALS [NOT US�D] 1.'� CLOSEOUT SUBMITTALS [N�T IISED] 1.8 MAINTENANCE MAT�RIAL SIIBMITTALS [NOT USED] 1.9 QIIALITY ASSURANCE [NOT [7SED] 1.10 DELIVERY, �TORAGE, AND HANDLING [NOT U�ED] 111 k'IELD [SITE] CONDITIQNS (NOT USED] 1.12 WARRANTY [NOT USEDj PART 2 - PRODUCTS [N�T US�DJ PART 3 - EX�C[TTIpN [NOT USED] END OF SECTxQN DATB I NAME R�vision Lo� SU1I�VIARY OF C�IANGE CITY pF FOR'I' WC)RTH W[CI{ETtY BLVD RETA[N1N� WALL STAI�DAI2D CbNST[2UCTION SPECIFTCATION DpCUNfENTS City Praject ]Va, 102446 Revised December 20, 2012 oi zs ao - i SUBSTITUTION PROCEDURES Page 1 of 4 SECTION 01 �� 00 SU�S'I'ITllTION PROCEDURES PART 1- GE.N�R.AL L1 SUMMARY A. Sectian Includes: 1. The pt•ocedure for requesting the approval of substitution of a product that is not equivalent to apt•oduct wfuch is speci�ed by descriptive or performanc.e crite�ia ar deiined by reference to 1 ar more of the follow.ing: a. Name of martufacturer b. Name of vendar c. T�•ade name d. CataIog number 2. Substitutions a�-e not "ot•-equals". B. Deviations from this City of Fart Worth Standard Specif cation 1. None. C. Related Specificatioil Sections include, but are not necessarily limited to: 1. Division 0— Bidding Rec�uirements, Contract rQrms and Conditions oi the Contract 2. Divisian 1-- General Requirements 1.2 PRICE AND PAYMENT PROCEDLTRES A. Measurement and 1'ayment 1. Wor[� associate�i with this Ttem is considered subsidiary ta the various items bid. No separate payment will be allowed for t�is Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQiJIREMENTS A. Reques# for Suhstitution - General 1, Within 30 ciays after awa�'d of Cont�act (unless noted otherwise), the City wiil consider foi�nal requests from Contractoc far substitation of products in place af those speci#�ied. 2. Certain types of equipment and kinds of material are described in Specifications by means of references ia names of mat�ufacturers a�d vendors, trade names, or catalog numbers. a. When this 3nethod of specifying is used, it is not intended ta exclude frorn consideration ot�er products bearing other tnanufacturer's or vendor's natnes, trade names, or catalog nutnbers, pt•ovided said products �'e "or-equals," as determined b�+ City. 3. Other types of equipment and kincis of material r►�ay be acceptable suhstitutions under the fallowing conditions: a, Or-eqz�als are unavailable due to strike, discontinued produetion of products meeting speciiied requirements, ar other factors beyond control of Contractor; or, C1TY QF FOItT WORTH VICKERY I3LVD RETAINING WALL STANDAKD CONS'IRUCTfOA! 5P�CIFICAT[ON DpCU3�iENTS City I'roject No. 102446 Kevised duly f, 201 l oi 2sao-z SUB5T[TUTIOIV PROCBDURES Page 2 of 4 b. Contractor proposes a cost and/or time Y•eduction incent[ve to the City. 1.� SLTBIVIITTALS A, See Request for Substihition �'orm (attacched) B. Procedure for Requesting Substitutipn 1, Substitution shall be cansidered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1} Complete data substantiating compliance of proposed su6s#itution with Car�tract Documents 2) Data relating to changes in consh'uction schedule, when a reductian is pro�osed 3} Data refating to changes in cost b. For products 1) Produci id�ntification a) 1Vlanufactu�-er's name U) Te�ephone number and r�pre5entative contact naine c) Specifcation Section or Drawing refe��ence of origina[ly specified product, including discrete name or tag number assignea ta ai•iginal praduct in the Contract Documents 2) Manufactu�-er's ]iterature clearly marked ta show compliance af proposed product with Cont�•act Documents 3) Ttemized comparison of original and proposed product addressing product chaE-acteristics including, 6ut not necessarily limited to: a} Size b) Co�nposition or rnaterials of eonst��uction c) Weight d} Etectf•ica] or mechanical requiremants 4) PE�oduct experience a) Location aipast prnjects utilizing pratEuct b) Na�ne and telephone nutnb�r ofpersons associated with refe�•enced ��'ojects knowledgeable conce��ning propased product c} Available field data �nd i•eparts assoeiated with proposed product 5) �amp�es a) Provide at rec�uest of City. b) Sainples become tha pr•operty of the City. c. For� construction �nethads: 1} Detailed description of propased method 2) IlIustration dt•awings C. Approval or Rejection VJritten approval or rejection of substitution given by the Ciry City reserves the rigl�t io require proposed product to comply w�th eolor and �attern of specified product if necessaty to secure design intent. In the event the substitution is approved, the resulting cost and/or time reduction will be docurr�ented by Change Ordec• in aceordarice t�ith the Gene�•al Conditions. C1TY bF FpRT WORT'I-1 V]CKERY BLVD R6TAINING WALL STAIVDARD CONSTRUCTIOIV SP�,CIi'ICAT[ON DOCUMENTS Ciry ArojeetNp, 1p2446 Revised Juiy l, 2011 012500-3 SUBSTITIJTION PCtOC�D.URE5 Page 3 of � 4. No additiona1 contract time will be given for substitution. 5. Substitution will be rejected if: a. Submittai is not tllrough the Contractor with his stamp of approval b. Request is not made in accordance with this Specificatian Section e. �n the C�ty's opinion, acceptance will require substantial revision oithe original design d. in the City's opirlion, subst[tution will not perform adec�uately the function consistent with the design intent 1.6 ACTION SUBMITTALSfINFORMATIONAL SUBMITTALS [NOT USED] 1.7 GLOS�OUT SUBMITTALS [NOT USED] 1,8 MAINTENANC� MAT�RIAL SITBMITTALS �NOT iTSED] 1.9 QiTALITY ASSURANC� A. In making request for substitution or in using an appro�ed product, the Cant�'actor represents that the Contractoi': 1. Has invcstigated proposed p�od�ct, and has detertnined that �t is adequate or superior i� all respects to that specified, and that it will perfoi•m functian for which it is int�nded 2. Will px'ovide same guarantee for substitute ifem as fo�' product specified 3. Will coordinate installation of aecepted substitution into Work, tt� include building modifications if necessary, making sueh changes as rnay be requir-ed far Work to be complete in all respects 4. Waives ail claims for additional costs related tio substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT US�D] 1.i1 FIELD [SITE] CUNDI'T�ON� [NOT USEII] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USEDj PART 3 - EXECiTTION [NOT USED] �ND OF SECTXON CITY OF FORT WORTH VTCKERY BLVD RETAINING WAI.L STAi�IDAKD CONS"�'RUCTION Sf'ECIPICATipl� DOCUM�NTS City ProjectNo. IU244G Revised 7uly 1, 2011 Q125D0-4 SUBSTITUTION PRbCEDUR�S Page 4 af 4 �X��I� �1 REQUEST FOR SIIBSTITU'TZON FORM: TO; PROJECT: DA'I'E: We hereby submit for yout- consideration the follawing product instead of tlze speci�ed item for the abo�e prnject: SE�TION PARAGRAPI� SPECTFIED ITEM Pc'oposed Substttutian: Reason for Substitution: Include complete infarmation on changes to Drawings and/or Speciiicafions which proposed su6stitution wil� require fc�r its proper instaIlation. Fill in Bfanks Below: A. Will th� undersigned contractor pay for changes to the building design, including engineering and detailln.g costs caused by the rec�uested substitution? g. What ef£ect does substitutian have on otli�r tracfes? C. Differences b�tween proposed substitution and speci�ed item? D. Differences in product cost or product deli�very time? E. Manufacturer's guarantees ofthe proposed and specified items are: Equal Better (explain on attaclunent) The undersigned states that the function, appearance and qualiry are equi�a[ent ar superior to the speci�ed item. Submitted By; �'or Use by City Signature as noted Pirm Address Date Telephone For Use by C[ty: Approved City ,_ Recommendec! �, Not recommended By Date Remarks Date Rej ected Recommended Received late CITY OF FORT WdRTH VICKEI2Y �LVD RETAINING WALL STANDAI2� CpNSTJ2UCTION SPECIFICATIO]V DOCUMEiVT3 City Prajeci No. l q244G Revised July 1, 207 I o� ai i9 - � PR�CO3V5TRUCTION MEETIIVG Page 1 af 3 ��CTION 0131 7.9 PREC�NSTRUCTION MEETING PART1- GENERAL 1.1 SUMMARY A. Section Includes: Provisions for the preconsYructEon meeting to be held prxor to the start of F�ark to clai•ify canstruction contz'act administration procedures B, Deviatior� from this City �f Fart Worth Standard Spec��ication I. None. C. Reiated Specification Seatians include, but are nat necessaxily limited to: 1. Divisinn 0— Bidding Requirements, Cantract Forrns and Conditions of the Contract 2. Division 1— General Aequireinents 1.2 PRICE AND PAYMENT PROCEDUR�S A. Measurement and Payment 1. Work associated with this Item is considered subsidiaiy to tha variaus items bid. No separate paytnent will be allawed for this lkem. 1.3 REFERENCES [NOT USED] I.4 ADMINISTRATIVE REQU�MENTS A. Coordinatian Att�nd precflnstructian meeting. 2. Representatives of Contraetor, subeontractnrs and suppliers attending meetings shall he qualified and authorized to act on behalf of the entity each represents. 3. Meeting adrninistered by City may be tape recarded. a. If recorded, tapes will be used to prepare minutes and retained 6y C.ity for future re%rence. B. Areconstruction Meating 1. ►� A precons�ruction meetin.g will be held w'rthin 14 days after the execu,tian af the Agreement and before Wark is startad. a. The meeting will be scheduled and administered by the City. "T'he Pro,�ec� Representative will preside at the meeting, prepare �he raotes of the meeting and distribute copies of same ta ali participants who so requsst by fully completing the attendance form to be circulated at the beginning of the meeting. Attendance shall include; a. Aroject Representative b. Cant:ractor's project manager c. Cant7'actor's superintendent d. Any subcontractor ar supglier representatives whom the Contractor rnay desire to invite or the City may request C1TY OF FORT WORTH YIZOPOSED RETAIN[I+iG WA1.L AT VlCKERY BLVD S`I'ANDARD Cd1�fS�UCTION SPECIFTCATIDIr' DOCUMENTS City Praject No. ]02446 Revised Aiigust l7, 2012 O1 31 19 - 2 ARFCdNSTKUCTION MEETING Page 2 of 3 e. Othe�• City representatives f. Others as appropriate 4. Construction Schedule a. P�-epare baseline construction schedul� in aecorda:r�ce with Section 01 32 lb and provide at Preconstruction Mee�ing, b. City wi!] notify Cont�•acior af any schedule changes upon Notiee af Preconstruction Meeting. 5. Preliminaty Agenda may include; a. Intr�duction of Project Persannel b. Genara[ Description of Project c. Status of right-of-way, utiIity clearances, easemenYs or ather per-tinent permits d. Cantractor's work plan and schedule e. Contract Time £ Notice to Proceed g. Construction Sta�Cing h. Progress Payments i. Extra Work and Change Order Pz'ocedures j. Field Qrders k. Disposal Site I.,eiter for Waste Material 1. Insurance Renewals m. Payt•oll Certification n. Material Certifications and Qua[ity Control Testing o. Public Safety and Convenience p. Doe.umentatian of Pre-Construction Conditians q. Weekend Work Notification r. Lega] Holidays s. Trench Safety Plans t. Confned 5pace Entry Stanc�acds u. Coord'tnatian with the City's repr�sentative for operations of existing water systems v. Stvrm Water Pollution Prevention Plan w. Coordination with other Con�tractors x. Ear1y Warning Sysiem y. Contractor Eva�uation z. Special Conditions applicable to the project aa. Damages Claims 6b. Submittal Procedures ec. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff, Temporary construction facilities gg. ]VI/WBE or MBE/SBE procedures hh. F'inal Aeceptance ii. Final Fayment jj. Questlo�ns or Comments CTI'Y QF POFLT WOR'TI-I I'RbP05ED RGTAIiJING WALL A7' VICKERY BLVD STANDr1Rb CO�fSTRUC7'ION SPCCIFICATION DpCUMENT5 City Projact No. 102446 Reuised August I7, 2012 O1 31 19-3 PRECONS`IRiJCTIQN M�ETINC� Page 3 of 3 1.5 SUSNIITTALS [NOT USED] 1..6 AC"TION SUBMITTAL�IINI+'ORMATIONAL SUBMITTALS [NOT i7SED] l.7 CLOSEOUT Si1BMITTALS [NOT USED] I.$ MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALYTY ASSiTRANCE [1VOT U��D] 110 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FTELD [SITE] CONDITIONS [NOT IISED] 1.12 WARRANTY [N�T USED] PART 2 - PRODUCTS [NOT US�D] PART 3 - EXECUTION [NOT US�D] END �F SECTION CTTY OF FORT WdRTH PROPOSED RETAINING WALL A'1' ViCKERY SLVD STANDARl7 CONSTRi7CTION SpECII'ICATION DOCUMENTS City Project l+io. ID2446 Revised August 17, 2O12 013120-] P120d�CT ME�TINGS Page 1 of 3 SECTION 0131 �.0 PROJ�C`I' MEBTINGS PART1- G�NERAL 1.1 SUMMARY A. 5ection Includes: 1. Provisions for project meetings throughout th� construction period to enable orderly review ofthe progress of the Work and tp provid� for systematic discussion of paiential prabiems B, Deviations tliis Gity af Fort Warth Standard Specification 1. None. C. Related Speeification Sections include, b�tt are not necessarily liinited to: 1. Division 0— Bidding Rr�quirements, Contract Porms and Conditions of the Contract 2. Division 1-- General Requireinents l.z PRICE AND PAYMENT PRQCEDURES A. Measurement and Payment 1. Work associated with this Item is eonsidered subsidiary to the variaus itein� bid. No separate payment will be allowed far this Item. 1.3 REFERElvC�S [NOT U�ED] 1.4 ADMINISTRATIVE REQUIR�MENTS A. Caordination 1. ScheduIe, atfand and administer as specified, periodic progress meetings, and specially called meetings throughqut progress of tl�e Work. 2, Representatives of Contractor, subcantractors and suppliers at�ending meetings shaCT be qualified and authorized to act on behalf of the entity each represenYs. 3. M�etings adininistered by City may be tape recorded. a. If recorded, tapes wi[1 ba used to pt•epare minutes ar�d retained by City far future reference. 4. Meetings, in addition to those spec.ified in this Section, may be he[d when requested by the City, Engineer ar Contractor. B. Pz'e-Construction Neighborhood Meeting 1. After the executipn ofthe Agreeinent, but before constz•uction is allowed to begin, attencf 1 Public Meeting with affected resid�nts to: a. Present projected schedule, including construction start date b. Answer any constructian rela�ed questions 2. Mesting Location a. Location of ineeting to be determined 6y the City. 3. Attendees CTTY' OF FOR7' WORTH PI2�POSED R�TAINII�IG WALL AT' ViCIfERY BLVD STANDARD CON�'fRUCTIDN SPECIFICAT103V DOCLTMENTS City Project No, I Q2446 Revised duly 1, 201 l 013120-2 PRQ,I�CT MEETTNGS Page 2 of 3 a. ConYractar b. Project Represeatati�e c. Other City representatives 4. Meeting Schedule a. Jn general, the neighhorhood meetin� will occur within the 2 weeks following ti�a pre-construction conferenca. b. In no case will constz'uction be ailowed to begin until this rrjeeting is held. C. Progress Meetings I. Formal project coordinatiQn meetings will be held periodical�y. Meetings will be scheduled and administered by Project Representative. 2. 3. �. Additional progress meetings ta discuss specific topics will be conducted on an as- neecied basis. Such additional meetings shall include, b�t not be lit�nited to: a. Coordinating shutdowns b. InstaSlation of piping and equipment c. Coordination between ather canstrucfion projects d. Resolution af construction issues e. Equigment approvai The Froject Represantative will presicie at prog�'ess meetings, prepare t�e notes af the meeting and distribute copies of the same to a11 participants who so rec�uest by fully completing the attendance form to be circulated at the beginning of each meeting. Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or su}�plier representatives whom �he Contractor inay desire to invite or the Cify may request d. Engineer's representatives e. City's representatives f. Others, as requested by the Projact Representative 5. Preliminary Agenda znay include: a. Re�iew of Work pro�ress since previous ineeting b. Field observations, problems, conflicts c. [tems which impede cons�tuctian schedule d. Review of off-site fabrication, delivery schedules e. Review af construction interfacing and sequencing requirements with ather construcfion contracts f. Corrective measares and pz'acedures to r�gain projected schedule �. Revisions ta construction scheduIe h. Progress, schedule, during succeeding Wark period i. Coordination of schedules j. Raview submittal schedules k. Ma.intenance oi quality standards 1. Pending changes and substitutions m. Review propased changes for: 1} Effect on construction schedule �nd on comgletion date 2j Effect on other cont�•acts ofthe Project n. Review Recor�l Documents o. Reviev� monthly pay request CITY OF FORT WORTH PROF05ET] RETAINI1VCs WALL AT VICKERY BLVD STr1NDARD CONSTRUCTION SPECIPICA'1'lON DOCUMENTS City Praject No. 102AA6 Revised July 1, 20] I D13] 20-3 PRO] ECT MEETII�IGS P�ge 3 of 3 p. Review staft�s of Requests for Infor.mation 6.. Meeting �chedule a. Progress meetings will be held periodically as determined by the Project Aepresentative. 1) Additiona] meetings �nay be held at the request of the: a) City b) Engineer c) Contractor 7. 1Vleeting Location a. The City r�ill establish a meeting location. 1) To the e�ctent practicable, meetings will be held at �he Site. 1.S SUBMrTTALS [NOT iTSEDj 1.6 ACTION SUSMITTALS/INFORMATIONAL SUBMTTTALS [NOT USED� 1.7 CLOSEOUT SLIBMITTALS [NOT USED] 1.$ MAINTENANCE MATERIAL SUBMITTALS [NOT USED] L9 Qi]ALITY ASSURANCE [NOT USED] 110 DELIVERY, STORAGE, AND HANDLING [NOT L]SED] i.11 F�ELD [SITE] CONDITYQNS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAA�fE SUMMARY OF CHANGE C1TY O�' FORT WORT[� PROPOSED RETAINING WALL AT VICKERY BLVD STA1VDt1I2.D COI�lSTRUCT[dN SPECIFICAT[QN DOCUM�IaI"['S City Project No, 102446 Re�isedJuly 1,2011 O132Ib-f CONS'fRi7CTION I'IiOGRE55 SCHEEVUL� Page l of l0 �a SECTION 01 3� 16 CONSTRUCTION SCHEDULE 3 PART1- GENER�L 4 I.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the pre�aratian, submittal, updatit�g, status reporting and � management af the Constructian Prog��ess Schedule S 2. Specif'ic requirements are presented in the City of Fort Worth Schedu�e Guidance 9 Document 1p B. Deviations fi•om ti�is City of Fort GVorth Standard Specif"icatian 11 I. None. i2 C. Re�ated Specif'icatian Sections include, but are not necessarily lirriited to: l3 1. Divis ion D— Hidding Requu erner�ts, Contj•act Forms and Conditions af the Contract 14 2. Division 1--G�neral Requirements 15 16 17 18 19 2D 21 22 23 24 25 26 27 2$ 29 30 D. Purpose The City of Fort Worth (City} is comrnitted to delivering quality, cost-effective infrastructure to i�s cit�ens in a fiimely manner. Akey tool �o achieve this purpose is a properly structured schedule with accurate updates. This supp�rts effective monitoring of progress and is inputto critical dec�sion malcing by ihe project manager throughout the life of�he prflject. Datafram the updaied project schedule is utilized in status t•eporting to various Ie�els of the City organiza�ion and the citizenty. This Dbcument cornplements the City's Standard Agreernent ta guide the construction cantractor (Cantractar} in prepaeing and submitting acceptable schedules for use by the Gity in project deli�ery. The expectation is the perfarmance of the work €ollows the accepted schedule and adhere to the can�•actual tirneline. The Contra.etar wilI designate a qualif'ied representat�ve (Proje�t Scheduler} respot�sible fo� developing and updating the schedule and preparing status reportitzg as required by the City. 3I 1.� pRICE AND PAYMENT PROCI+�[]RES 32 A. Measurement and Payment 33 1. Work associated �uvith this Item is cansidered subsidiary ta tlie various items bid. 34 No separate payment will be allowed for this Item. 35 2. Non-cornpliance with this specifcatian is grounds for City ta �vithhold payrnent of 36 the Conti•actor's inv.oices until Contracto�• achieves said compliance. 37 L3 REFII�+:NCk'S 38 A. Project Schedules C1TY OF FQRT WOIt`1'H STANDARD COh'STRUGTIO]V 5PECIFICATION DOCIIM�'I'S Revised AugusY 13, 2�21 VICKERY HLVD R�T'AI1�[NG WALL City ProjectNo. l0244G O1 32 l6 -2 CONSTRUCTCONPRDGRESS SCI-�DULE Page2of10 4 Eacl� project is t•epresenCed by City's tnast�r pioject schedule that encompasses the entu•e scope of activities envisioned by Yhe City to properly deliv�r the work. When the City contracts with a Contractor ta perform construction of the Woi�k, the Contra.ctor will de�eIap and maintain a schedule for their scope of work in alignment witE� the City's standard schedule requireinents as clefined herein. The da�a and information �f each such schedule will be leveraged and become integral in the master pXQject schedule as deemed.appropriate by the City's Project Cant�-oI Specialist and apprn�ed by the City's Project Manager, IO 1. Master Project �chedule 11 The master project schedule is a holistic representation of the scheduled acti�ities 12 and milestones for tlaetotal project and be Critical Path Methnd (CPIVn based. The 13 City's Peoject Manager is accounta6le for aversight of the develapment and ]4 maintaining a rtxaster pi•oject schedule for each project. Wl�enthe City contracts fot� 15 the clesign and/or construct�on of the projact, the master pt�oject schedule will lb incorporate elements of the Design a►ad Construction schedules as deemed 17 approp�•iate by the City's Project Control SpeciaGst. The assigned City Project IS Cantral Specialist creates and maintait�s the master �aroject schedule in P6 (City's 19 schedulia�g software). 20 21 22 23 24 25 2G 27 2& 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 �I8 49 2. Constructian Schedule Tne Contracto�• is r�sponsible for developing and maintaining a schedule fot• the scope of the Contractor's cantractua] rec�uiremsnts. The Contractor will issue an initial schedule for review and acceptance by the �ity's Yr�ject Contral Specialist and t11e Ciry's Project Nfanager as a baseline schedule fnr Contractor's scope of worlc. Contractor will iss ue current, accui�ate updates of their schedule (Progf�ess Schedule) ta th� City at the end af each manth 1:t�t•oughouC the life of their �evork. B. Schedule Tiars The Gity has a portfolio ofpx•ojects that vary widely in size, complexity. and content �'equiring different sclleduling to eifectively deli�er each project. The City us�s a "ti��-ed" appraach to align the proper schedule with the criteria far each prnject. The City's Prc�ject Manager determines the apprapriate se.hedule tier for each proje.ct, and includes tha� designation and the associated raquuements in the Contractor's scope of vvorI�. The fallowing is a summary of the "tiers". 1. Tier 1: Sma[! Size and Shoi•t Duration Project (des ign not f•equired) Th� City develo.ps and maintains a Master Project ScheduEe for th� project. No sehedule submittal is required ff•om Cant�'actor. City's Project Control 5pecialist acquu•es any necessary scheduIe status data or infarmatiop thraugh discussions with the respective parry on an as-needed basis. 2, Tier• 2: Small Size and Short to Mediurri Duration ProJect The City develops and maintain� a Master Froject Sch�dule for the project, The Contractor identifies "start" and "finish" milestone dat�s on key elements of theu� work as agreed with the City's Project Manager at the 1<ickoff of their wark effort. The Contractor issues ta the City, updates to the "start" and "finish" dates for such m�estones at the end of each month throughaut the life aitheir work an the project. 3. Tie�• 3: Medium and Large Size and/ar Camp[ex Pr�jects Regardless of Duration CITY OC PORT WORTH VICiL�RY BLVD RETAINING WtiLL STANDARD C(INSTI�UCI'[4N SP�CIFICATION aOCUMENTS CiryProjectNo. 10244b Revised August l3, 2021 O1 32 lb -3 CONSTRUCTIONPROGR�SS SCHi:DULE Page 3 of 10 1 The City dev�lops and maintains a Master Project Schedule for the project. The 2 Contractor develops a Baseline Schedule and maintauis the schedule of theu• 3 respective scope of work an the praject at a level of detail (generally i.evel 3) and in 4 alignment with the WBS structure in Section 1.4.Has aga•eed by the Project 5 Manager. The Contractor issues to the City, updates of their respective schedule 6 (Pragress Schedule} at the end of eacH month throughout the life af their work on the 7 project. 8 C. Schedule Types 9 Pro�ect deiivery for the City utilizes twa types of scheduies as nated below. The City 10 develaps and maintains a Master Project Schedule as a"baseline" scheduie arid issu� l 1 monthly updates ta ihe Ci�y Project Manage�• {end of each month) as a"progress" 12 schedule, The Contractor prepares and submits each schedule type to fulf'ill their 13 cant�•actual requirements. 14 15 16 17 18 19 20 21 22 23 2�4 2S 26 27 l. Baseline Scheciule The Contractor develops and submits ta the City, an ini�ial sclaedule for their scope of work in alignment w iththis specification. Once i°eviewed and accepted by the City, it becomes the "Baseline" schedul� and is the basis against which all progt•ess is measured. Tl�e baseline schedule will be updated whenthere is a cl�ange or addition to the scope ofwork unpacting the dUration afthe worlc, and only after receipt af a duly authorized change order issued by the City. In the event pragress is significantly behind schedule, the City's Pro�ect Manager may author�ze an update to the bas�line schedule to facilitate a more praciical evaluation of progeess. An exatnple of aBaseline Schedule is provided in Specificatio� O 1 3216.1 Canstructian Project Schedule Baseline Exarr►p1e. 2. Progress Schedule 28 'The Contracior updates thei� schedule at the end of each i�nonth to. represent the 29 progress achieved in the u+ork whieh includes any impact from authorized ehanges 30 in the wo�•k. The updated schedule must accUrat�ly reflect the current status of the 31 work at that point �n tirrie and is �•eferred to as the "Progress SchedUle". The City's 32 Project Manager and Project Contro! SpeciaGst revie�s and accepts each progress 33 schedule. In the event a progress schedule is deemed r�ot acceptable, the 34 unacceptable issues are identified by the City within 5 working days and the 35 Cont�•actor must pro�vide an acceptable progress schedule within 5 wor�Cing days 36 after receipt of non-acceptance notifieation. An �xample of a Ptogress Schedule is 37 provided in Specification O 1 32 16.2 Construction Pra�ect ScheduleProgress 38 Example. 39 D. City Standard Sc��edule requirements 40 The fallowing is an o�er�iew of the zz�ethodology for de�eloping and m�taining a 41 schedule for cfeiivery of a project. C1TY OI' T'OItT WORTH VICKERY BLVD RETAINIAfG WALL STANL7Ai� CONSTRUCI'I�N SPECICIGATION DOCUMENTS City Project Na, 1p2d46 Revised August ! 3, 2021 o� 3zi�-a CONSTRilCTIQN �ROGRE55 SCHEI)i1LE Paae 4 of l0 1 2 3 4 5 6 7 8 9 10 I1 I2 13 14 15 16 17 18 19 20 21 22 23 2� 25 2b 27 28 29 3b 3I 32 33 34 3S 3b 37 38 39 40 41 42 43 44 �5 �46 47 1. Schedule Framework � The schedule will be based on the defined scape of wnrl� and follnw the(Critical Path Methodalogy) CPM �aaethad. The Contractor's scE�edule will align with the requirements of this specif'ication and wi[1 be cost laadedto reflect tE�eu� plan for executian. Campliance with cost loading can be provided with traditional cost loadiog of line items OR a projected cast per month for the pro,jeet when the initial scheciule is submitted, updated on a quarterly basis is significantchange is a�ticipated. Dverall schedule duration will align with tl�e contra.ctual requirements far• the r�spective scope nf wark and be reflected in City's Mastei• Froject 5clledule. The Project Numbet• and Name of the Pt•oJect is required on each schedule and must inatch the City's praject data E. Schedule r'i[e Name All schedules submitted to the City for a prQject will have a file name that begins with the City's pmjectnumberfollowed by the name�ftheprvjectfollawed by baseline(if a basekne schedu.le) or• the yearandmonth (if a pragress schedule}, as shownbelow. • Baseline Schedule�'i[e Name Format: City ProjectNumber ProjectName Baseline F�;ample: 101375 Nax•t1� 1Vlontgomery Str�et HMAC_Baseline � Progress Sc��edule FileName Farmat: City ProjectNumbe�•_Pt•ojectName YYYY MM Exarnple; 2 01376 Narth Mantgomery Street HME�C �01 S O1 o Project Schedule Progress Narrative rile Nam,e Pormat: City Project Nuinber Projeci Name PN Y�I'Y-MM Ex�nple: 10137b_North Montgamery Street HMAC PN 201$ O1 F. Schedule Templates The Contracto�' will utilize the relevant sections from tha City's templates pro�ided ia the Gity's document management system as the basis for cf�eating their respective project schedule. Speci�ically, the Contractar's schedule will align withthe Iayout nf the Canstruction section. The templates are identified by type of praject as noted below. � Arterials � Awiation � Neighbarhood Streets � 5idewalks (later} • Quiet Zones (later) • Street Lights (latei�) o InterseetiQnImprovemen�s {later) o Parks � Storrn w ater � Street Maintenance � Traff�c � Water 48 G. Schedu�e Calendae CITY OF FpRT WORTH STANDARD CONSTR{ICTION SPECI�ICAT[ON DpCUM�NTS Revised Augusl 13, 2d21 V[CKERY ALVQ RETATNING 1�lALL City Project No. IO2A4G 01 32 16 -S CONSTRUCTION PROGRESS SCHCI7ULE Page 5 oF lU 1 T'he City's standard calendar fo�� schedule deveiopment pucposes is based on a S-day 2 �vorkweek and accounts far the City's eight standard haiidays (New �ears, Martin 3 Luther King, Memorial, Independence, Labar, Thanksgiving, day after T1�an�<sgiving, 4 Ci�ristmas). The Contractor will establish a schedule ca�endar as part of the schetfule 5 development process and provide to the Project Control Specialist as pai't of the basis 6 fo�° theu� schedule. Vaciatians between the City's calendar and the Contractor's 7 calendar must be resolved p� ior to the City's acceptance of their Baseline project 8 schedule. 10 H. WBS & M�lestane Standards for Scheduie De�elop�x�ent I 1 The scope of work to b� acconaplished by the Cnntractor is represented in the schedule l2 in the forrn of a Work Breakdown Structure (WBS). The WBS is the basis for the 13 development of the schedule activities and shall be imbedded and depicted in the IA� scheduIe. 15 j6 17 18 19 2(} 21 22 23 2� 25 The foliowing is a summary of the standards ta be �ollowed in px•epacing and maintaining a schedule far prolect delivery. 1. Contractor is i•equired to utilize the City's WBS structure and respectave project type template for "Construction" as shovvn. in Section 1.4.H below. Additional actiivities may be added to Le�els 1- 4 to accommodate the needs of the organizatifln execuiing tha work. Specif'ically the Cantractor will add acti�ities under WB� X��XXXX.80.83 "Constcuction Executian" that delineates th� activities associated wiih tha various cornponents of the work. 26 2. Gontractor is requireci to adher� to th� City's Standard Milestone5 as shov�+n 27 in Section 1.4.I b�lo�v. Contractorwillincludeadditiona{ milestanes 28 representing intermediate deliverables as required ta accurately reflect the�r 2g scope of Gvarlc. 30 31 32 33 34 35 3b 37 38 39 40 41 42 43 I. 5chedule Activities Activities are the disci�ete elerr�ents af wo3•lf that make up th� schedu�e. They wi�l be organized under the umbrella of ihe WBS. Activity descriptions should adequately descrihe the activity, and in some cases the extent of the activity. All acti�ities are logically tied with a pi•edecessor and a successar. The only exception to this ru�e is f�r "project start" and "project finish" milestanes. The activity �iu�•ation is based on ihe phys ical amount of w ork to be perfarmed for the statec3 activity, with a maximum duration of 20 working days OR a continuaus activity in one location. If the wori� faa• any azte activity exceeds 20 days, break that activity down incrementally to achieve this duration constraint. Any exceptian to this requires review and acceptance by the City's 1'a-oject Control Specialist. 44 J. Change Orders 45 When a Ghange Order is issued by the City, the unpact is 3ncnrpoxated into the 46 previously accepted baseline schedule as an update, to cleat•ly show unpact to the 47 project titz�eline. The Contractor submits th�s updated baseline schedule to the City for CITY QF FpRT W ORTH VICKERY BLVb TiETAINING WALL STANDARD CONSTRUCTi01�1 SP�CII�ICATIOAf DOCUMENTS City Project3tifa. 1U2446 Reviserl August l3, 2fl21 O1 32 lb -6 CONSTRUCTIQNYROGRE5S5CHEDULr Page6of 10 1 2 3 4 5 6 7 S 9 l0 1T 12 13 14 15 lb i7 18 19 2Q 21 22 23 24 2S 26 2'7 28 29 3b 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 review and acceptat�ce as described in Section I,S balo�. Updafed baseline schedules adhere to the fo1[ow ing: 1. Time extensions ass�ciated with appt•o�ed contract modi�cations at•e limit�d ta the actual amaunt ofti[ne the praject activities are anticipatecE to be deIayed, un[ess othe� w ise approved by the Program Manager. 2. The re-baselined schedule is submitted by th� CQntractor within ten wor�irirays after the date of receip�: of the appraved Change Order. 3. The changes in logic or duratians approved by the Gity ai•e us �d to analyze the impact oFthe change and is included in the Change Order. The codit�g for anew acti�ity(s) added ta the schedule for the Chang� Order includes the Change Ordei• number in the Activity ID. Use as many activities as needed to accurately show the wor�< af the Change Order. Revisions to the baseline schedule are noi cffective until accepted by the City. K. City's Wark Breakdown Stc•ucture WBS Code WBS Name XXXXXX Pro je ct Nam e XXXXXX.30 Design XXXXXX,3p,10 Design Contracto�• Agr�ement XXX��X:Y.30.20 ConceptualDesig�l{3�%) XXXX��X.30.30 Prelimir�ary D�sign {60%} X3�XXX.30.40 Fir►al Design XXXX?�X.30.54 En�irontn�ntal XXX?�.30.60 Permits XXXXXX.30.60.10 Permits - Identi�cation XXX3�XX.30.60.2Q Permits - Review/Approve �XXXXX.4Q ROW 8� P�sements XX��XX��.40.10 ROW Negatiations XXXXYX.40.20 Condemnation X7�'X��.70 iTtility Relacation XXXXXX.70.10 LTtility Relocation Co-ot•dination ��KXXXX.80 Construction �XXXXX. 84. S 1 Bid and Aw aed XXXXXX.8�.83 Consteuction E�cecution XXXXXX. 80. 85 I r�s pection XXXXXX.80,86 L�ndscaping XXXXXX.90 Closeout XXXXXX.40.10 Construction Contract Close-out XXXXXX.90.40 Design Contract Closuce L, City's Standard Milestones The followulg milestane activities {i.e., unportant e�vent� on a project that mark critical points in time) are of particular interest to the Gity and must be reflected in the project schedule fo.r all phases of wnrk. CITY OF FOR`T WORTH STANDARD CONSTRUGTTON SPECIFICATION DO.CITMENTS Revised Aug�ut l3, 2021 VICKERY Bi,VD AETAIIVTNC� WALL City ProjectNo. 102A46 O1 3215-7 GONSTRi3CTIQNPROGRESS SCHEDUI.� Page 7 of 14 1 2 3 A 5 6 7 8 9 10 11 12 I3 I4 IS l6 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 3� 35 3b 37 38 39 40 41 42 43 44 45 46 Activity ID Activity Name De.sign 3020 Awa�'d Design Agreement 3p40 Issue Noticeto Proceed - Design Engineer 3100 Design Kick-o�f Meeting 312Q Submit ConceptualPlans to Utilities, ROW, Traffic, Parlcs, Storm Wate�; Water & Sewer 3150 Peer Review MeetinglDesign Review meeting (technical) 3 l60 Conduct Des ign Public Meeting # 1{required) 3170 Conceptual Desigt� Camplete 3220 Submit Prelirninary Plans and Specifications to Utiliiies, ROW, Traff'ic, Parks, Storm Water, Water & �evuer 3250 Conduct Design Publie Meeting �'2 (required} 3260 Preiiminary Design Complete 3310 Submit Final Design to Utilities, ROW, Traffic, Parks, Storm Water, Water & Se�ver 3330 Conduct Design Public Meeting #3 (if required) 3360 Final Design Comptete ROW & Easexnents 4000 Right af Way 5tart 4230 Right af Way Comp�ete Utility Relocation 70aQ LTtilities Start 7120 LTtilities Cleat•ed/�Corr�plete Construction Bid and Award S 110 Start Ad�eriisei�nent S 150 Conduct Bid Opening 82�0 Award Construction Cantract Constructian �ecution 8330 Conduct Cansi�•uction Publi� Meeting#4 Pre-Construction 8350 Canstruction Start 8370 �ubstantial Compl�tion 8540 Consiruction Completian 9130 Notice of Cotn�pletionlGreen Sheet 9150 Construction Contract Closed 9420 Design ContractClosed 1.4 SLTBIVIITTALS A. Schedule Submittal & Re�iew The City's Pro�ect Manager is responsible for reviews and acceptance t�f the Contracto�•'s seheduie. The City's Project Contral Special�st is respansible for ensttrin� afignment of the Contractor's baseline and progress sehedules with the Master Project Schedule as suppo�•t to the City's 1'roject Manager. The City reviews and accepts or rejects the schedule within te� workrlays af Contractor's submittal. CTI'Y bT I'ORT WORTH STANllARi) CONSTRUGTION SPECIFICA'CION DDCUIViET''I'S Revisecl August 13, 2421 ViCKERY BLV17 RETAII�iING WA1.L Ciry Project No. ] 02A46 Ol 32 lb -S C�NSTRUCTIO�TPROGRESS SCI-]EDiILE Pagc 8 of I 0 4 10 11 12 13 14 15 16 ]7 18 19 20 21 22 1. Scf�edule Format The Cont�-actoe willsubmit each schedul� in two �lectronic forms, one in native iile format (.xer, .xmC, .mpx) and the seconc! in a pr�f format, in the City's docum�nt management system in the location dedicated for this purpose and identif'ied by the Project Manager. In the event the C�ntractor dn.es not use Pr•imavera P6 or MS Project for scheduling pua•poses, the schedule information must be submitted in.xls or .xl� farmat in campliance witli the sample layout {See Spec ification 01 32 I6.1 Construction Froject Schedu[e Baseline Example}, including activity p�•edecessors, successors and total float. 2. Initial & Bas�line Schedule The Contractor will develop their schedule for t�ieu• seope oiwork and submit their initia! schedule u1 �lectronic faem (in the fil� fprmats not�d above), in the City's document management system in the locatian dedicated for thi� purpose nt le�st S working days prior to Pre Constructia�z Meefing, The City's Project Manager and Project Control Specia[ist eeview this inifial schedule to determine a[ignment w ith the City's Master Peoject Schedule, including format & WBS sh-uctw•e. Following the City's review, t'eedbacic is pravided to the Cantt-actor for their use in %nalizir►g their initial schedule and issuing (withinfive worktir�ys) their &�tseline Schedule for �nal revi�va and acceptance by ihe Cify. 23 3. ProgE�ess Schedule 24 The Cantractor wiil updata and issue theu- project schedu�e (Progress Schedule) by t�ae 25 l[rst drty of each fnonth tihroughnut the life oftheir work an the project. The Pragress 26 Schedule is submitted in el�ctranic form as noted aba�e, in tl�e City's dacument 27 management system in the locati�n dedicated for this purpose. 28 29 30 31 32 33 34 35 36 37 38 39 40 4I 42 43 4� 45 45 47 48 49 The City's Pcoject Cnntrol team reviews each Pra.gt•ess Schedule t'or dataand inforination that support the assessment of the update to �he schedule. In the event data ot• information is rnissing or incomplete, the Project Cont�-oIs Specialist comm�nicaies directly with the Contractor's schedulet• for praviding same. The Contraetar re-submiYs the cori�ected Progress Schedule wit{ti�2 S workdays, following the s�bmittaf prnc�ss nated above. The City's ProjectManager and Project Cantf-o1 SpeciaGst review the Contx•actor's progress �clledule for accep�anee and ta morutor perfor�nance a�id progress. T'he fol[awing list of items are required to ensure proper status informat�on is contained in the Progress Schedule. � Baseline 5tart date � Baseline Finish Date o % Complete � Floax � Activity Logic (dependencies} � Ct`itic.al Path � Activifies added or deleted o Expected Baseline Finish dat� • Variance to the Baselin� Finish Date CITY OF PORT WORTH VICKEItY BLVD RETJiINING WALL STANDA�2D CflNSTRLICTION SP�C1F'1CATI(]N DOCUMEN'I'S Ciiy ProjectNa. ]p2A46 Reviaed August l3, 202? 01 32 16 - 9 CONSTRUCTION PROGR�SS SCHEDULE Page9af lD 1 2 3 4 5 6 7 8 9 10 11 I2 13 l4 1S B. Monthly Construction Status Report The Contractof• su6mits a wtitten statvs report (��e�'erred to as a progeess ilarratiwe) at the monthly pi•�gress meeting (i� monthiy meetings are held) or at the end of each month to accompany the Progress Schedule submittal, usingthe standard foi�nat provided in Speci�catiQn O1 32 16.3 Construction Project Schedule Progress Narrative. The content af the Const�•uction Project Schedule Progress Nas•rative shouid be cQncise aild conlplete to include only chan�;es, delays, and anticipated problems. G Suh�nittal Process • Schedules and IWlonthiy Construction Status Reports are submitted in in the City's document i�ana�ement system in the locaxion dedicated �or this puz•pose. � Once the project has been compieted and Final Acceptance has been issued by the City, no further progress schedules or conslruction status reparts are requi��ed from the Contractor. L. 16 1.� ACTTON SUBNIITTALS/INFORMATIONAL SUBNIITTALS [NOT USED] 17 1.6 CLOSEOLiT SUBMITTALS [N4T USED] 18 l.i MAINTINANCL MATERIAL SUSNIITTALS [NOT iTSID] 19 1.8 QUALITY ASSURANCE 20 21 22 23 24 25 A. `I'he person preparing arid revising the canstruction Frogress Schectuie shall be experienced in the preparation oi schedules of similar complexity. S. ScheduIe and supparting docunrzents addressed in this Specif�ication shaii be pre�ared, updated arid revised to accurately z•e#lect the performance of the construction. C. Contractar is respansible for the quality af al! submittals in this s.ection meeting the standard of care for the construction industry for similar projeets. 26 1.9 DII,IVERY, STORAGE, AND HANDLING [NOT USID] 2� 28 29 3D 31 32 33 i.ia �II,n �sr�� coivn�TTor�s �NOT usEn� 1.11 WARRANTY [NOT USED] 1.1� ATTACHMENTS Spec 0132 16.1 e.onstruction Project 5chedule Baseline E�cample Spec 013216.2 ConstruciionPrnjectSc�edule Progress Example Spec O 1 32 16.3 Construetion Projeet Schedule Progress Narrative CITY QF I'ORT WORTH STANDARD CDiV5TKUCTION SPECIFICATION DOCUMENT3 Revised Augus! 13, 2Q21 ViCKERY BLVD RE'TAINING WALL. Ciry Project No. ! 0244fi a� az i� - io CO�ISTAUCTIONPROGRTSS SCHEDCILE Paoe lD of 1p 2 PART � - PR�DUCTS [NOT U�ID] 3 PART 3- EXECL}TION [NOT USED] 4 II�ID OF SE�'1�ON Re�ision �g DATE NAME SUMMARYOF CHANGE 8/13/2021 Michae� O�ren �evised to updat�specificationrequirements and elinlinate duplicate sched�de specificatio:ns. GITY OF FORT WORTH V[CKERY BLVD RGTAINING WALI, STANDARD COAISTIZUCI'ION 5PEC1F'[CATIbN DOCUMENTS City Prajcct PTo. 102445 Revised August 13, 2p21 O) 32 ]6.1 CONS'C12UCTIONPROGR�SS SCHEDULE--BASELINEB?CAMPLE Page 1 of 5 � SECTION 01 32 16,1 2 CONSTRUCTION SCI�EDULE — BASELINE EXAMPLE 3 PART 1 - GII�TERAL 4 The following is an exainple af a Contractor's project scheduIe that illustrates the data and 5 expectation for schedule cantent depictir�g the ba�eline for #he project. This version of the � sch�dule is referred to as a"basefine" sch�dule, This example is intended to provide 7 guidanca for the Contractar when developing and s.ubrnitting a baseline schedule. See CFVJ � 5pecification O1 32 16 Construction Schedule for detaiLs and cec�uirements regarding tt�e 9 Contractor's p��ojectsch�dule. IO ii I2 13 14 15 16 17 18 I9 26 21 22 23 24 25 25 27 28 29 30 31 �z 33 34 35 36 37 38 39 40 4.1 42 43 4� 45 4b CITY Or PORT WbRTH VICKERY BLVD RETAIAI�IVCr WALL STANDARD CONSTRUCi'IQN SPECIF'ICATIOI�I DOCiJIvIENTS City ProjeccNo. ]02446 Revised August L3, 202! 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T F � � � ,'f• u � �+ ,�.�� .� I� N � � C] � � � I i } � � �-".'�� xin�rwr�'+ ,hF'11.�'17� urh�-^, �C+ 1 ��4uEi� �. o� �� a � � � £ � f� R s} � ri � 1J li 1} 11 i� {} � cr " - y � �}'s iy , �p u. �;, td �7i - g^ w u� Q i�! � Y ��= i t.s .i �"' .; i.: �.: � „ '�C ^ '.,T � � :i .; :� :d r. � � Q � Q � V � 0. aiQ ,^ =F € tJ p �...� v., au - - �I1 C1TY OF �'QCtT W OR'FI-1 STAhiI77J�RD CONSTRUCTEOTf SPECI�'ICAT`ION DOCUMENTS Revisecl Augusl 13, 2021 � VICKERY BLVD RETAINING WALL City ProjectNo. 10�s496 Ol 3216.1 CONS"I'ftUCT ION PRpGRESS 5GHE1JLiLE — BAS ELINE EXAIv[PLE Page 4 of 5 CITY OF FpR1' WOItTH V[CKE12Y BI.VD RETAIlV1�ICi W:ALL STANC]ARD CONSTRUCI'ION 5PEC1FICATION DdCLJIVIENTS City ProjectNo. 10244G Revised AugusL 13, 2021 U1 3216.1 CpNSTRUCTIOI+i PI20GI2ES5 5CI-IEDISLE—BASELLNE EXAMPL.�, Page5of5 1 Etvn oF sECTiorr � Revision Iaag DATE NA1V� SiJMMARY OF CIIANG� July 20, 20! $ M. Jarrell Initial Issue Iviay 7, 2021 M Or�ei� ltevised name due to revisin� the sclietfule specificatian CITY OF PORT WORTH VICKERYBLVD RETAINfING WALL STANDAItI] CONSTRULTI03+! SPECIC'1CA'1'ION DQCUM�V'C5 City PrajectNo. 1024A6 Revised Augusl L3, 2021 01 32 16.2 CON5Ti2UCT[OI�PRQGRESS SCHEDLTLE--C'ROGRESS EXAMPL[: Page l of4 3 SECTION 0132 16.2. 2 CONSTRUCTION SCH�DULE — PROGRESS FXAMI'LE 3 PART 1- GENERAT. A The follnw ing is an example af a Contractor's project schedule that illustrates the data and 5 expectation for schedule cat�tent depicting the progt•ess for the project. This versian of the 6 scheciule is referred ta as a"progress" schedule. This example is intended to provide 7 guidance fo�� the Contractor when developing anc! subnnitting a progress schedule. See 8 CFW Specification O1 32 l6 Construction 5chedu�e fo�� details and requirements rega�•ding 9 the Contractor's project schedule. �a ii 12 13 14 15 1G 17 18 I9 20 21 22 23 24 25 26 27 CITY OF FC]RT WORTH VIC[£ERY BLVD R�TATI�iiIVG Wf1LL STAhiDARD CONSTR.UCI'I�N SPECIFICA'1'ION DOCLIMENTS City ProjectNo, li}2446 Revised Augusf l3, 2021 O1 32 16.2 CON5TRl1CTTOiV PROGRESS SC��BULE—PRQGRESS EXAMPLE Page 2 of 4 1 cc �,�v � � � ' r N � � � � �--- -E-------- ,..,.. ,.,. �-- � — -�----._. ,_„ .-;----- :.-:-�� 'u: "� ;� ;• --_ -.'--- �—"` ky �=� �.��. :..--- � - _� � m�otolo o .� ;r� .. rl �, � � � � � ��i � k' ;� � Fi � �� J '� If �1 � t+ :i 4 ., � h V � � � ;� f-- v �� +� �` � � � � C � � C f,} � ao- � � � � G. 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List af ac#ivities chan 1. (insert text here) 2. {insert text here) 3. (insert text here) 4. (insert text here) 5. (inser� text here) 6, (insert text here) �. List any pofentiai def i. (insert text �ere) 2. (insert tex� here} 3. (insert text her�) in the reportinp period. and provide mitiga#ian actions C, List any actual delays and pro�ide recor►ery actions �.. (insert text here} 2. {insert text here) 3 (insert text herel City of Fort Worth, Texas Construstion ProJect Schedule Narrative fteport forCFW Projects Revised August 13, 2021 Page 1 of 1 �IICKERY SI,VD R�.TAINING WVALL City Proj ect No. 1 �244b SECTION 0� 32 I6.3 C�NST�l1CTION PROJECT SCHEDULE PROGRESS NAR1t.ATIV� oi sza3-i PR�CONSTRUCTfON VIDEO Page { of 2 SECTION Q13ti 33 PRECONSTRUCTION VIDEO PARTI- GENERAL 1.1 SiTMMARY A. Section Includes: l. Administrafive and procedural requiretnents for: a. Freconstruction �Fideos B. Deviations frozn this City of Fort Worth Standard Specification 1. Nflne. C. Related 5peci�catian Seetians include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contcact Forins and Conditions of the Cont�act 2. Divis.ion. ] — General Requirements 1.2 PRICE AND PAYMENT PROCEDURE� A. Measurement and Payment 1. Work associated with this Item is cansidsred subsidiary ta the various items bid, No separate payment �vill be allowed for this Item. 1..3 REF�RENCES [N�T iT�ED] 1.4 ADMINISTRATX'V� REQUIREMENT� A. Preconstruction Video 1, Produce a preeQns�ruction video of the site/align�nent, including all areas in the vicinity of and tn ba affacted by construetion. a. Provide digital copy of video upon request by ihe City. 2. Etetain a copy �f the preconstruction video unti] the end of the maintenance surety per�ad. 1..5 SUSMITTALS [NOT USED] 1.6 ACTION SUSII�ITTALSlINFORMATIONAL SUBNIITTALS [NOT USED] 1.i CLOSEOVT SUBMITTALS [NOT iTSED] I.S MAINTENANCE MATERIA,L SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT U�EDJ 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USEDI 1.11 FIELD [SITE] CONDITIONS [NOT i]SED] 1.1� WARRANTY [NOT USEDJ PART � � PRODUCT� [NOT USED] CITY Or I'ORT WORTI-[ PROP036T] I2ETAIN[NG WAI,L AT VICK�RY BLVI7 STANDAFtD CQNS'I'FtUCTION SPECIFICATION DOCUMCNTS City Project No, 102946 Ravised July 1, 2D1 l pl 3233-2 PRECONSTRUCTION V[DEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END �F SECTION Re�ision Log DATE NAME �i.]MMARY OF CHANGE C1TY OF POTiT WORTH PR�POSED R�TAINING �1JALL AT VICICERY BI.VD STANDARD CONSTRUCTION SPECIF [CATION DOCUMENTS Ciry Project No. IQ24�tG ��gea r��y i, 2o i t 4133D0-1 SU13M['{'TALS Page [ of 8 SECTION 0133 QO SUBMITTALS PART1- GENERAL 1.1 SUMMAR.Y A. Section Includes: 1. General methods and reauirements of submissions applicable to the following VJork-related submittals: a. Shop Dj•a�vings b. Product Data (including Standard Product List submittals) c. Samples d. iWlock Ups B. De�iations from this City of �'ort Worth Standard Specification l. None. C. Related Specification Sections include, but are not necessar3iy limited to: 1. Djvision 0— Bidding Requiremenfs, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDi]i2ES A. Measurem�nt and Payment 1. Work associated with this Item is considered subsidiary to the variaus items bid. No separate payment wil� !�e allowed for t1�is Itam. 1,3 REFERENCES [NOT USED] 1.4 ADMINISTAATIVE REQiJIREMENTS A. Coordinatian 1. Notify the Cii�r in writing, at the #ime of submittal, af any deviations in the submittals fi•om th� requirements of the Contract Dacurtients. 2. Coardination of Submittal Times a. P�•ep�•e, priaritize and transmit each submittal sufficiently in advanca of performing the r�:fated Wat�k o�• otf�er applicat�Ie activities, or within the tiane specified in the individual Wark Sections, of the Specificatiqns. 6. Contractar is responsible such that the installation vv�jl not be defayed by processing tirnes including, but not limited to: a} Disapproval and resubmittal (if required) b) Caordination �+ith other submittals c) Testing d) Purc��asing e) Fa6� ic�tia�t � Delivery g) Similar sequenced activities c. No extension of tftne will be authorized becausa of the Contractor's failure to t�'ansrr�it submittals sufficiently in advanc� of the Work. CITY OF FOR1' WORTH VICKERY Bl.VD RETAINING WALL STANDARD CdNSTRUCTION SYECIFICAT[OIQ DOCUIVI�NTS City Project No, 102446 Revised DecemGer 2a, 2012 O13300-2 SUBMI'I'TALS Page 2 of 9 d. Ma�ce submittals promptly in acca�•dance with appro�ed schedule, and in such sec�uenee as to cause no delay in the Work or in the work of any other cantz•aetor. B. 8ubmittal Nunibering When submitti.ng shop drawings ot' sarri}�les, utilize a 9-character submittal cross- t•eference id�ntificatian numbering system in the following manner: a. Use the first 6 digits of the applicable Specifieation Section Number. b. Fai• the next 2 digits number use numbers O 1-99 to sequentially numbe�• each initial separate itaui at- drawing submitted utade�• each specific 5.ectian number. c. T,ast use a letter, A-Z, indicating the resubinission af the same drawing (i.e. A=2ud submission, 8=��•d submission, C=4fh submission, etc.). A typical submit�al number would be as follows: 03 30 00-08-B 1) 03 30 00 is ihe Specification Section for Concrete 2) OS is the eighth initial submittal ut�der this Specification Section 3) B is the thirct su6mission (second resubmission} of that particular shop drawing C. Contz-actor Certification Re�iew shop drawings, prqduct data and samples, including those by subcontractors, prior to submission to dei:ermine and verify the following: a. Field measurements b. Field const�'uctinn criteria c. Catalog nujnbers and simifar data d. Conformance with the Conti�aet Dacuments 2. I'rovide each shap drawing, sa�nple and product data submitted 6y #he Cantt'actor with a Certification Statement af�xed including: a. The Cont�'actor's Company name b. Signatura of submittai reviewer c. Certification Statement 1) "By this submittal, I hereby repr�senti that I ha�e deteimined and verified field measure�ne:nts, tield construction c�•iteria, rnaterials, ditnen�ions, catafog numbers and similar data and I hava checked and coordinated each item with other applicable approved shop drawings." D. Suhmittal Pormat 1. Fold sho� drawings larger than 8 Yz inches x 11 inches to 8%z inches x 11 inches. 2. Bind shop drawings ar�d product data sheets together. 3. Order a. Cove�• Sheet 1) Descriptionofl'acket 2) Contractar Certification b. List of items / Table of Contents c. Product Data /Shop DrawingslSamples /Calculations E. SubmitTal Content I. The date of su6mission and the dates of any pr�vious submissions CITY OF FORT WORTTf V[CKERY BLVI� RETAINING'UVALL 5TAN17ARD CONSTftUCTION SPECIFICATIbId DOCUIvIENTS City 1'roject I�io. L02A46 Itevised December 2D. 2Q12 O] 330Q-3 SUBM[T'TALS Page3of8 2. The Pi-oject title and number 3. Contractor identificatiorl 4. The a�arnes �f: a. Contractor b. Supplier c, Manufacturer 5. Identificatia� of the praducf, with the. Specification Section number, page and paragraph{s� 6, Field dimensions, clearly identified as such 7. Relation to adjacent or critical features af the Work or materials 8. Applicable standards, such as ASTM or Federa[ Specification numbers 9. Ident�f cation by highlighting of d�viations from Contract Documents 10. identification by highlighting of revisions on j•esubmittals 11. An 8-inch x 3-inch �1ank space for Contractor and Gity starnps F. Shop Drawings 1. A� specified in individual Work Sections includes, but is not necessarily linr�ited to: a. Custom-prepared data such as fabrication and erectionlinstalIatiat� (warking} drawings b, Scheduled information c. Setting diagranis d. Actual shopwork manu�acturing instructions e. Custom templates f. Special vviring diagrams g. C.00rdination drawings h. Individu�l system or equiprnent inspection and test reports including: I) Performance curves and certiftcatians i. As applicable to the Wark 2. Details a. Relation of the various pac•ts to the inain members and Iines of the structure b. 1�here coi-�•ect fabricatian of the Work deper�ds upon field measuretnents 1} Provide such measurements and note on the drawings priar to sub�nitting for appraval. G. Produet Data 1. For submitta�s of product data for products inclvded on the City's Standard Praduct I,ist, clearly identify each item selected for use on ti3e Project. 2. Far subrnittals of product data faz' products not included fln the City's Sta.ndard I'�•oduct List, submittal data may include, but is not necessarily l.imited to: a. Standard prepa�'ed data for manufactured p�•oducts (sometimes referred to as catalog data) 1} Sucll as the rnanufactui•er's product specification and insta[lation instructians 2) Availability of calors and patterns 3) Manufacturer's printed statements of complia�ces and applic�ability 4) Roughing-�n diagrams and templates 5) Cataiag cuts 6) Product photographs CITY �F FORT W4RTA VICICERY BLVD R�TAINING WALL 5TANDARD CONS'I'KUCT[ON SPECIFICATTON i�OCUMEN'i5 Ciry ProjectNo, I02446 Revised Deeernher 20, 2012 O133�0-4 SCIBMITTALS Page 4 pf 8 7) Standard wiring diag�•ams S) 1'rinted performance curves and operational-range diagranis 9) Pf•oduction o�' c�uality control inspection and test repo�•ts and ceitifications 10) M2I1 repoi�s 11) Product operating and maintenance instructions atid z'ecammended spare-parts listing and printed product warra�ities 12) As applicable to the Worlc H. Samples 1. As sp�cified in individual Seciions, ir�clude, buf are not necessarily liinited to: a. Physical examples af the Work such as: 1) Sections nf manufactured o�� fabricated WorIt 2) Small cuts o�' eontainers of materials 3) Complete units of repetitively �sed pi•oduets color/te�tura/pattern swatches and range sets 4) Specimens fot• coordination af visual effect 5) Graphic symbols and units of Worlc ta 6e used by the City for independent inspection and testing, as app�icable to the Woi•k I. Do nat s#art Worlc requiring a shop cEt•awing, sam�le or praduct data nor any material to be fabricated or itistalled priar to the approva[ or qualified approva[ of such item. 1. Fabricatian performed, materials purchased or on-site construction accom.plished which does nat confarm to approved sllop drawings and data is at tlie Contractor's x�isk. 2. The City will not be Iiable foi• any expense or de]ay due to corrections or remedies required to accomplish conformity. 3. Complete praject Wa��k, materials, fabrication, and installations in conformance with approved shop d3'awings, applicable samp�es, and product data. J. Submittal Dist��ibution i. Electronic Disteibutian a. Gonfirm development of Project direcYofry far elecC�•onic subm.ittals to be uploaded to City's Buzzsaw site, or anotkler external FTP site appraved b}� the City, b. Shop Drar�+ings 1� Upload submittal to designated project directoiy and notify appropriate City representatives �ia einail of submittal posting. 2) Hard Gopies a) 3 co�ies for al] submittals E�} If C�nt�•actor requires more than 1 hard copy of Shop Drawings returned, Cantractor shall s.ubmit more than the number of co�.ies listed abave. c. Froduct Data 1) Upload sul�mittal to designatec[ project directory and notify appropriate City repeesentatives via eEnai] c�f sul�mittal posting. 2) Hard Copies a) 3 copies for alI submittaEs d. Sa�nples 1) Dlstributed to tk�e Project Representati�e 2. Harc! Copy Distrib�ttian {if required in lieu of electrotuc distribution) CfCY OF FORT WORTH V[CT{SRY BLVD RETAINIIJG WALL STAhFDA12D CONSTRUCTION SPECIF[CATiON DOCUMEN'CS City Project Nn. 102446 12evised �ecember 20, 2012 o� 3soa-s SUEM[TTALS Page 5 of 8 a. S1nap Drawings 1) Distrib�ted to �he City 2) Capies a} 8 copies for mechanical submittals b) 7 copies for all other submittala c) If Contractor requires moi�e than 3 copies af Shop Drawin�s returned, Contractoi• shall submit moi•e than the iluml�er of copies listed above, b. Product Data i) Distrihuted to the City 2) Copies a) 4 �opies c, Sarnples 1) Distributet{ to the Pro�ect Repres�ntative 2) Copies a) Submit tha number stated in the respecti�e Specifcation Sectiojis. Dist�ibute repi'oductions of appro�ed shop drawings and copi�s of approved produet data and samples, uvhere required, to the job site file and elsewhere as directed by fhe City. a. Pro�ide nu�mber of copies as directed by the City i�ut not exceeding the number previously specified. K. Submittal Re�iew I. The review of shop drawings, data and samples will h� for general conformance with the design eoncegi and Cont�'act Documents. This is not fo be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Cont�actor af r�sponsibility %r any errors, including details, dimensions, and materials c, Approving departm�es fi•am details futnished by tize City, except as othet'wise provided herein 2. The review and approval of shop drawings, samples or product d�ta by the City does not relieve the Canf�•actoj• iroin his/her responsibility with regard to t�e fiilfillinent of the te�•ms of the Conlract. a. AI! risks of e�'rox arid omission are assumed by the Conteactor, and khe City. will have no r�sponsibility thet•efore. 3. The CnntractQa• remains responsible for details and accuracy, for coordinating the Work wiih a11 ott�er associated worlt and trades, for selecting fabrieation processes, for techniques of assem�ly and for performing Wor� in a safe manner. 4. If the shop drawings, data oj• samples as submitted describe variations and show a depa.�`ture from the Contract requirements whicl� City iinds to be in the interest of the City and to be so minor as not to involve a change in Cont�'act Price or time far performance, the City may return the reviewed drawings witi�out noting an exceptian. 5. Submittals will be retutned ta the C.ontract�r under 1 af the foIIowing codes: a. Code 1 1) "NO EXCEPTI�NS TAKEN" is assi�n�d when there are no notations or comments on the s�bmittal. a) When returned under tlus code tk�e Cont�•actor may release the equipment and/or material far :tnanufacture. b. eode 2 CITY OF FORT WQRTEI VICIC�RY ELVD RETAININC� WALL STANDACtD CONSTRUCTiON SPECTFICATION DOCUMENTS City PrajectNo, 1a244G Revised December 20, 2� 12 O133q0-6 SllHMITTALS Page 5 oi8 1) "EXCEPTION� NOTED". This code is assigned when a con�rmation of the natations �nd ca�n�nents IS NOT requu•ed by the C.ontracto��. a) Tlie Contractor inay reIease the equipment or inaterial for manufacture; however, all notatians and comments must be incorporated into the fic�a[ praduct. c. Cacle 3 1} "EXCEPTIQNS N07'ED/RESUBMIT". This cornbination of cades is assigned when notations and coznrnents are extensive enough to require a resub�nit�al oftf�e package, a) T12e Cont�actor may release the equipment or inaterial for manuiacture; hawever, all notations and camments must be inco��porated intn the �nal pt•oduct. b) This t•es�zbmitfaE is to address all comments, omissions and non-cnnfarming items that wei•e noted. c) Resuhmittal is to be received by the City within 1 S Ca[endar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assrgned when the submitta.l does nof ineet the iiitent ofthe Contract Documents. a) The Contractar must resubmit the entire pacicage re�ised to bring the subir�ittal int.o canformance. b) It may be necessafy ta r�submit using a different �nanufacturer/vendot to meet the Con#ract Documents. 6, ResubmittaRs a. Handled in the satne manner as first subtnittals 1} Corrections other than requested by the City 2) Marked with revis.ion triangle or ofhec• similac method a) At Contractor's rislc if not .�narlced b. Submittals foi� each item will be reviewed no mare than twic� at the City's expense. 1) AIl subsequent reviews will be perfo:rmed at times con�enientto the City and at the Contractor's expense, based on the City's ot• City Representative's th.en preva't�ing eates. 2) Provide Cantractor reimbursenient to the City within 30 Calendar Da�s for all sucl� fees invoiced by the City. c. 7'he r►eed for more than 1 resubrnission ar any other tlelay in ob.iaining City's review a� subrrfittals, will not entitle the Cont�•actar to an extension of Contract Time, 7. Partia[ Submittals a. City reserves Yhe z�ight tn not review submi�tals d�emed partial, at the City's discretion. b. Submittals deemed by the City to be not camplete w�ll be returned ta the Cant�•actor, and will be cnnsidered "Not Approved" until resul�mitted. c, The City rriay at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Cont�•actor considers any correction indicated on the shop drawings to constitute a change to the Contraet Documents, fhen written notice must t�e provided thereof to the City at [east 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH VICKERY BLV[] RETAIIV3NG WALL STANDAE2D CONSTRUC`I'ION SPECIFICATION �OCiIMENT3 Ciry ProjectNa. 1Q2446 Aevised Deceinber 2Q, 2012 Q13304-7 SUBMITTALS Page 7 of 8 9. 'When tt�e shop drawings have been completed �o �e satisfaetion of the City, th� Contractor may cai•ry out t�►e cons�'uction in accordance the�•ewith and no fut-ther changes �erein except upon written instruc�ions fi•ocn the City. 10. Eaeh submittal, appropriately coded, wilj be returned within 30 Calenda� Days following receipt of submittal by the Cit�. L. 1V�ock ups I. Mock LTp units as speci%ed in individuai Sections, include, but are not necessa�'Ily limited to, complete Linits of the standard of acceptarrce foz that type of Wox'k to be used Qn the Project. Remove at the campletion af Yhe VSTork or when directed, M. Qualifications 1. If specifically required in other Sections of ihase Specifications, submit a P.E. Certification for each itezn required. N. Request for Infoimation (RFI} 1. Contractor Rec�uest for additionaI i.nfarmation a. Clarification or interpretation of the contract documents b. When the Cont�•actor believes ther'e is a conflict between Contract Doci.unents c. When the Gontractar belie�es there is a conflict between tlze D�'awings and Speci�catians L) Identify the conflict and request clarification 2. Use the R�quest for Information (RF'T) form provided by the C�ty. 3. Numbe�•ing of RFI a. P�'efix with "R�'I" followed by series number, "-�x", beginning with "01" and increasing sequentially w[th each additional transmittal. 4. Sufficient information sha]I be atta�hed to permit a v�rt'itten response without further informatian. 5. T�e City wi1l log each request and will review fhe request. a. Ff review of the prc�ject infot•mation request indicates that a change to the Contra�t Documents is required, the City will issue a Field Order or Change Order, as appropriate. 1.5 SUBMiTTALS jNOT USED] 1.6 ACTION SUBMITTALSCINFORMATIONAL SUSMXTTALS [NOT U�EDJ 1.� CL�SEOUT SUBMITTALS [NOT LTSED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALXTY ASSURANCE [NOT USED] 1.10 D�LNERY, STORAGE, AND �IANDLING [NOT iTSEDj 1.11 FLELD �SITE] CUNDITIONS {NOT USED] 1.12 WAIiRANTY [NOT U�ED] C£I'Y OI' FORT WORTTi VICKERY BLVD RETA[NING WALL STr4NDARi7 CONSTRUCTION SP�CIFICAT[OA! [1(]CUMENTS City ProjectNo. [Q2446 Revised Deceml�er 20, 2012 oi 3sao-s SYIBMITT:4L5 Page 8 af 8 PART 2 - PRODUC�S [NOT USED] PART 3 - EXECLTTION [NOT IISED] END OF SECT�ON Re�isian Lag DATE NAME Si.TMMARY OF CHANGE 12/20/20 E 2 D. 7ohnson 1.4.K.8. Wo�•king 17ays �nodified to Calandar T�ays CITY dF FOi2T WORTH VICKEI2Y BLVD RETAINING WALL STANI]ARD CONSTRUCTION SPECIFICATION DOCUMEiVTS City ProjectI�io. 1Q2446 Revised December 2D, 2012 0135 [3-1 SPECIAL PR0IECT PAOC&RUR�S Page I of 8 � SECTION 4135 13 SP�CIAL PR0IEGT PROCEDUR�S 3 PART1- G�NERAL 4 1.1 SUMMARY 5 G 7 8 9 l0 11 12 [3 l4 15 iG 17 18 19 A. 5ection [neludes: 1. �i'he procedures for special prajeet circumsiances tl3at inciudes, but is not limited to: a. Coo�•dination witY► tl�e Texas Department of Transpo��tatiatz b. Work near High Voltage Lines c. Confined Spac� Entry Program d. Air Follution Watch Days e. Use af Explosives, Drop Weight, Etc. f. Water Departmerrt Notiiicatio.n g. Public Noti�tcation Prior ta Beginning Construction h. Caordination with United States At7ny Corps of �ngineers �. Coordination within Railroad permits areas j. Dust Control lc. Employee Parking S. I7eviations from th.is City �f Fo�t 1�orth S#andard Sp�cification 1. Nane. 20 C. Related Specificat3on Sections include, but a��e not necessacily fimited to: 21 �. Division 4- Bidding Requirements, Contraat Forms and Cand�tions af the Contract 22 2. Division 1- General Requirements 23 3. Section 33 I2 25 �- Connection to Existing VL�ater Mains 24 1.Z PRIC� AND PAYM�NT PROCEDURES 25 2G 27 28 29 3Q 31 32 33 34 35 3G 37 38 39 �40 4l 42 A. Measurement and Payment 1. Coordinatifln within Railroa�i permit areas a. Measurement 1) Measu�'ement for t4iis It�m will be by luxnp sum. b. Paymenf 1) The work perfarrned and materials fiunished in aecordance with this Ite�n will be paid for at the lurnp sum p�•ice bid for Railroad Coordination. c. The price bid shall include: l) Mabilization 2) Inspection 3) Safety t�•aining 4) AdditionalInsiu�ance 5} Insurance Cei'Yi�c�tes G) Other requiraments associated with general coordination with Railroad, including additional employ��s a'equii•ed to protect the right-of-way ar�d property of the Railroad from dat�nage arising aui of and/or from the construction af the Praject. 2. Railroad Flagmen CI�'Y bF PORT WORTH STANDARD CO�lST1tUCTION SPECIPICATION DOCUMENTS Revised llecem6er 2U, 2U 12 VICKER'1' BLVD RETAiNING WALL City Project No. I U2446 O1 35 I3 - 2 SP�CIAL PROd�CT PitOC�:DURE5 Page2of8 1 2 3 4 5 6 7 8 9 10 11 12 13 a. Measttrement 1) Measurement for this Item will be per worlcing day. b. Fayment 1) The work �erformed and materials furnished in accoedance with this Item wiII �e paid for each working day thai Railroad Flagmen are present at the 5ite. c. The price bid shall include: 1) Coardinaiion for scheduIing flagmen 2) �'lagmen 3) dthei• requirernents associated with Railroad 3. AII other items a. Wot•Ic assoeialed with these Items is eonsidered subsidia�y tn the various Items bid. No separate �ayment will be allc�wed fat this Item. I4 1.3 REF�RENCES 15 A. Reference StanHaeds 1G l. 17 18 19 2. 20 21 3. 22 Reference standards cited in this Speciiication refer ta the curf•ent reference standar,d published at the time of the Iatest revision date logged at the end of this Specification, unless a date is specifically cited. Health and 5afety Cade, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. Nor•th Central Texas Council of Governments (NCTCOG) — Clean Canst��uction Specification 23 1.4 ADMINISTRAT�VE R�QUIREMENTS 24 25 26 27 28 29 30 3I 32 33 34 35 3G 37 38 39 40 41 42 43 44 45 A, Coordinatian with the T�xas Department of Transportation 1. When warlc in tha rigl7t-of-way which is �nder the juE•isdiction o�the Texas Department ofTransportation (TxDOT}: a. Notify the Texas Depat'�nnent of Transportation prior ta cammencing any worlc therain in accordance with the provisions of the permit b. AII woz•It perfot•med in the TxDOT right-of-way sha[[ be perforrried in compliance vvith and subject to approval fi•om the Texas Department of Transpot�tation B. Worlc neae High Voltage Lines 2 3 � Regulatoiy Rec�uirements a. Al] Work near Higl� Voitage Lines (more than 60{l volts measureci bet�veen canductors or between a conductor and the grotiu�d) shall be in accordance with Health and Safety Code, Title 9, Su6title A, Chapter 752, Warning sign a. Pravide sign af sufficient size meeting all OSHA requii•ements. �quipment operating within. 10 feet of high voltage lines will requi�-e Che foliowing safety features a. Insulating ca�e-type af guard about the boom or artn b. Insulatar Iinks on the 1ift hopk connections for back hoes or dippers c. Equipment inust meet the safety xequirernents as set forth by OSHA and the safety� requirements of tiie ov�rner of th� high voltage [ines Wark within 6 feet of high voltage electric lines CITY OF FOItT 1�ORTH VIGKERY BLVD RETAITIING WALL 5T:AI�FDARb CONSTRUCTION SPECIP[CATIQ3�I I?OCUMENTS City Projcct No. 102446 Revised Decem6er 20, 2012 01 35 13 - 3 SPECIAL PRQ3ECT PRdCEDiTRES Page 3 of 8 1 2 3 4 5 G 7 8 9 10 11 12 13 14 15 1G I7 18 19 2� 21 22 23 24 2S 2b 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 a. Notiiication shall be gi�en to: 1} The power campany (example: ONCOR) a} Maintain an accurate log of all such ca11s to power cainpany and recorci action takeii in eac� case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de�energize the lines, or raise ar Iower the iines c. No personnel may work within 6%et of a high voltage line befoi•e the abave requirements have been met. C. Confin.ed Space Entry Program 1. Provide and follow approved Confined �pace Entry Pragram in accoi•danc� with OSHA requirements. 2. Confined Spacesinclude: a. Manholes b. All othef� coniineci spaces in accordance with 05HA's Pei•mit Raquieed for Confined Spaces D. Air Poliution Watch Days 1. General a. Ohserve the following guideli�tes relating to working on City construction sites on days designated as "AIR POLLUTION WATCH DAYS". b. Typical Oz�ne Seasan I} May 1 through Oetober 31, c. C�•itical Emission Time 1) b:00 a.m. to lO:OQ a.m. 2. Wateh Days a. The Texas Comrr�issian on Envirorunental Quality {TCEQ), in coordination with the Natianal Weather Service, will issue the Air Pollution Watch by 3:00 p.m. on the afternoon prio�� to the WATCH day. b. RequiremenCs lj Begin wt�rk after 1fl:00 a.m. whenever construction phasing �'equu'es the use of motorized equipment for periods in excess of I hour. 2) How�v ej', the Cont�•actflr may begin work prior to 10:00 a.in. if: a) Use of motorized equipment is Iess than I hour, ot` b) If equipment is new and cei�kified by EPA as "Low Emitting", or equipment burns UItra �,ow Sulfur Diese� {ULSD), diesel ernulsions, ot alternakive fuels such as CNG. E. TCEQ Air P�rmit 1. Obtain TC�Q Air Permit for constt�ction activities per requi�ements of TCEQ. F. Use of Explosives, Drop We'tght, Etc. 1. When Contract Documents permit on the projeet the fol�owing will apply: a. Public Notiiication I) Subinit notice to City and proof of ad�quate insuranee coverage, 24 haurs prior to cornmencing. 2) Minimum 24 hour public notifcation in accordance with Sectian O 1 31 I3 4G G. Water Departr�tent Coordinatian CITY OF FORT WORTH STANDARD CONSTRUCTIQN SPECIFICAT[ON DQCUMENT5 Ravised I2ecember 20, 2012 ViCKERY BLVD RE"i'Alh'ING WALI. City Project3Yo. I02446 Q l 35 13 - 4 �P�CIAL PR0IHCT PROCEDURT,5 Page �l of 8 I 1. During the construction ofthis project, it will be nec�ssary to deacti�at�, for a 2 pet•i.nd of Cime, existing lines. The Contraetor shall be required to coordinate with 3 the WaY�r Department to determine t�le best times for deactivating and activating 4 thase lines. 5 2. Cooi•dinate any event that wi1I require connecting to ar the operation of an existing 6 City wate� line system with the City's repr�sentative. 7 a. Coordinat�on shall be in accordance with Sectian 33 12 Z5. 8 b. If needed, obtain a hydrant water metet� fi•ai� the Water Department fo�� use 9 dur�ng the Iife of named �aroj�ct. 10 c, In the event that a water valv� on an existing li�e systern be iuined off and ot� 11 to accommodate the eans��uctio�t of the project is required, coo�•dinate ihis ! 2 aetivity through the appropriate City represeniati�e. I3 1) Do nat operate water ]ine �alves of axisting water systen�, I4 a) Fail�re tq earzlply wilf render the Contt�actor in violation of Texas Penal 15 Code Tit�e 7, Chapte�• 28.03 (Criminal Mischie� and the Co�t�-actor 1� �viii be prosecuted to the full extent af the law. i7 b) In addition, the Cantractor w'tI! assume aIl liabil[ties and 1g responsibilities as a result of these actions. 19 H. Public Notification Prior io Beginning Construction 20 21 22 23 24 25 26 27 28 29 30 31 32 33 3� 35 36 37 38 39 4fl �41 42 43 44 45 4G 47 48 l. Prior to beginning constz•uction on any bloek in the project, on a blacic by blocic basis, prepare ar�d deliv�r a notice or flyer af the penc�ing construction to the front door of each resiaence or business that will be impacted �y constr�ction_ The notice shall be prepared as follows: a. Post not�ce or flyer 7 days p�•ior to beginning any canstruction activity an eac� block in the pt•oject area. I) Prepare flyer on the Contraetor's letierhead and include the fallo�ving information: a} Name of Project b) City ProjectNo {CPN) c) Scope af Praject (i.e. iype of construction activity) d) Actual construction dtiration within the block e) Natne of the contractoi's foreman and phone number � Name of the City's inspector and pllone number g) City's after-hout's phone number 2) A sample of the `pi�e-const��uction notification' flyet• is attached as E�chibit A. 3} Submit schedule showing the canstr•uction start and finish time for each blocic of the project to the inspecior. 4) Deliver f[yer to the City Inspectar for ��eview prior to distribution. b. No constru�tion wiil be allowecl to begin on any blocic unti] the flyer is deliveeed to a�l residents of the block. Public Notiiication of Temporary Water 5ei•vice Interruption during Constructian 1. Ita the event it becomes necessary to temporariiy shut down water service to residents o�• bus�nesses during construction, prepare and delive�• a natice or f�yer of the pending interruption ta the feont daor of each affe�ted resident. 2. Prepaeed no�ice as follows: a. The notifieation or flyer shall be posted 24 hours prior to the temporary interruption. CTTY O� FQRT WOItTH VICKERY BLV17 R�TAINI1�fG WALL STANDARI7 CONSTRUCTION SP�CIFICATION DOCUMCNTS Cit}F I�rojecC No. 102946 Re�ised Deeemher 20, 2012 01 35 l3 - 5 SPEC3AL PROTECT PitOCEDEIItES Page 5 nf 8 1 2 3 4 5 5 7 8 9 10 11 12 13 14 15 lb b. c. d. e. f. 17 J. Caordina#ion with United States Army Coips of �,ngineers (USACE) 18 1. At locations in the Project where const�•uction activities aceur in areas where 19 US.ACE permits are required, meet all requ�rements set fai�th in each designated 2p permit. 21 K. CoorcEination within Railroad Permit Areas 22 1. At locations in fihe praject where construetion acti�ities occu�' in areas where 23 railroad permits are required, �neet all �•equirernents set fot�h in each designated 24 �ailt•aad p�rmit. This includ�s, but is not limited to, provisions foi•: 25 a. Flagmen 26 b. Inspectars 27 c. Safeiy ttaining 28 d. Additional insurance 29 e. Insurance certificates 30 f Othet� employees required to pratect the right-of-way and prop�rty of the 31 Railroad Company fro�n damage arising out of andlor from the construction of 32 the project. Proper utility cIearance pt'ocedures shall be used in accordance 33 with tYte permit guidelines. 34 2. Obtain any supplernental information needed ta comply with the railroad's 35 requirements. 36 3. Railroad Flagmen 37 a. Submit receipis to City fQr veri�cation of working days fhat railroad flagn�en 3$ were p�esent on Site. 39 4p 41 42 43 44 45 L. Dust Contrfll Prepare ffyer on ihe cantractor's letterhead and include the folla�ving information: I) Nanie of the project 2) City Pr�ject Number 3) Date af tY�e inten•uption of service �} Feriod the interruption will iake place 5) Name of the contt•actoi•'s foreman and phone num.ber b) Name of the City's inspector and phone number A sample af tlae temporaiy water set•vice interruption notifcation is attached as Exhibi# B. Deli�er a copy of the temporary interruption natifieation to the City inspector for re�iew prior to being distributed. No intet'rupfion of water ser�ice can occtu until the flyer has been deli�ered to all affected residents and businesses. Electconic versions of the sample flyers can be obtained fram the P�•oject Canstructi.on Inspector. Use accep�ab�e measures to contX'ol dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. b. If wet saw cutting is p.erforr�ned, capture and p�•operly dispose of slu�•iy. M. Empioyee Parking I. Prov'tde parking fa�• employees at locations approved by the City. CITY qF FpRT WORTH STANDARD CONSTRUCTION SPECIFICATIOIV DOC[JMENTS Reviscd Decem�er 20, 2p l2 VICKEF2Y BLV'D RETAINING WALL CityPrajectNo. i02446 at3s�3-6 SPECIAL PI�07ECI' PROCEDURES Page 6 of S 1 1.S SLIBMITTALS [NOT iTSED] 2 �.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1,7 CLOSEOiIT SUBNIITTALS [NOT LTSED] � 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE jNOT USED] G 1.14 DELNERY, STORAG�, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDTT�ONS �NOT USED] 8 1.I2 WARRANTY [NOT USED] 9 PART � - PRODUCT� [NOT LTSED] 10 PAR,T 3- EXECi7TION [NOT US�D] I1 l2 r� END OF �ECTION Revision Log DATE NAME SUMMARY QF CHANGE I.4.8 — Added requirement of couipliance with Heallh azid 5afety Code, Title 9. 8/3 ]/2� 12 D. lohnsou Safety, Subtitle A. Public Safety, Chapter 752. High Valfage Overhead Lic�es. I,4,E — Added Contrnetoe resE�onsibility for o6taining a TCEQ Au� Perinit CITY OF EflRT WORT}i VICKERY BL'trD RETAiNIIVG WALL ST'ANDARD CONST'I2UCTION SP�CIFICATION DOCUMGNTS City Fraject No. 102446 Revised I]ecember 20, 2p 12 �1 35 13-7 Si'ECIAL PKOJECT PROCEDLIRFS Qa$e 7 of 8 2 3 4 S � 7 8 9 10 11 12 l3 i� �s i6 �� 18 19 20 21 22 23 24 25 2G 27 28 23 3a 31 32 33 34 35 36 37 �XHISIT A (To be printed on Contracior's Letterhead) Date: CPN No.: Praject Name: Mapsco Locaiion: Limits of Construction: _ - I '', - - — — � I I ��,. i, , I I I � , , � � �wis �s To �N�o�� vou r�►Y ur�� eowT�,�c� wi�a �w�� c��v o� �o�� WO�ik, OUR CO�ii�AFlY Vi11L�,1MO�K ON UTI�I`iY LIN�S OF! DR Af�OIJN� YOU� PRD�ERYY. CONSiRUC'�IOR� WIL� ��GIN APPROXIMA��LY SI�VEN 9AYS �ROiVI iH� Di47� o� ��is �o�ic�. fF YOU HAV� QU�SiIOiVS A�OUi ACC�SS, S�ClJ�t1iY, SA��iY O� AP1Y OiH�� 15SU�, �L�ASE CA�L: ilfli'. �CQNTRACTOR'S SfJPERI.HlT�N�ENT> A`� C7ELEPI-IONE NO.� OR 1V�1'. CCITY lNSPECTOR> A1� � TELEPHONE N0.7 A�7'FcR 4:30 P141i OR ON W��K�N�S, �LFAS€ C►4��, (�1�) 39a �306 PLEASE KEEP 7HlS FLYER HAIVDY WHEN YOU CALL CITY OF r012T WORTH STANDARB CONSTEtCTCTION SPECIFICATION DOCiJivIEN'PS Revised December 26, 2b l2 VICK�RY SLVD RETATNING WALL CiYy Yraject Na, 102446 p13513-8 SPECIAL PR07ECT PROCEDURG$ Page 8 of 8 fl 2 �x��R�T $ FoRr W�RT Date: �b� I�iO. XXXX Prof�ce iieme: ��I�� i�BO�[ DUE TO IITILITY IMPROVEMElYTS IN YOYJR 1VEIGI�BORHOOD, VOUR WAT�R SERVICE 'WILL HE T}�TTERRUPTED ON F3E'I'W�EN TH� �OiJRS OF' AND YF YOi7 iTAV� Q�]ESTIONS ABQUT TFiIS SHi7T-OtJT, PLEASE CALL: MIt. AT (CONTRACTDRS SiJP�RtNTENDENT} (TELEPHONE NiJMHER) OIi MR. AT (CIT1' INSPECTQR) (TELEI'�[Oh"E N�1VI13�12) THIS INCONVENIENCE WILL $E AS �I�ORT AS POSSIBLE. THAl\TK YOU, ,'CONTRACT�R 3 4 CITY QP PORT WORTI-1 V[CKERY BLVD I2ETAINTNG WALL STANDAftD CONSTRUCTIdI�I SFECIFICATION DpCUMGNTS City Pcoject No, 10244b Revised December 20, 2012 O l 50 00 - ] TEMPORARY FACTl.ITIES ANA CQt�TTRC)LS Page I af 4 S�CTXON 0150 DO TEMPORA.EtY FACILITIES AND CONTROLS PART1- GENERAL 1.1 SUMMARY A. Section Ir�cludes: Provide temporary facilities and conti°ols needed for tbe Wo��Ic including, but not necessarily limited to: a. Temporaty utilities b. Sanitaiy facilities c. Storage Sheds and Buildings d. Dust conirol e. Temporaxy fencing of the canstructian site S. Deviations from this City of Fort VVorth St�dard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division �— Bidding Requirements, Cont�•act Forms and Conditions of the �ontract 2. Division 3— General Requirements 1.� PRICE AND PAYMENT PROCEDURES A. Measurement and Fayment 1. Work assaciated with this Item is considered subsidia:Ey to the various Items bicf. No ssparate payment will be allowed for this Iiem. l.3 REFERENCES [NOT USED] 1.4 ADiWII1�ISTRATIVE REQi7IREMENTS A. Tempoj'aiy Utilities 1. Obtaining Temporary �ervice a. Make at�rangements wiih utility service campanies for temparary se�vices. b. Abide by rules and regulations of utility service carnpanies ar authorities having jurisdiction. c. Be responsible for utility service costs until Wor� is approved far Final Acceptance. 1) included are iuel, power, light, h�at and othe�• utility services necessary for execution, completion, testing and initial operation af Work. 2. Water a. Cant�actor to provide water reguired for and in connection with Work to be perforrned and %r specified tests nf piping, equipment, devices or other use as required far the campletion o.f the V�ork. h. Pravide and maintain adequate supply of potable water for doinestic consumption by Contractar personnel and City's Project Repr�sentatives. c. Caardination 1) C.ontact City 1 week before water for construction is desired CITY QF FORT Wd12TH VICICEI2'Y BLVD RETAINI3+lG WALL 5TAND�.R]] COl�?STRUCTION SPECIFICATION DOCUMENTS Ciry Pta}ect �To. 1424�t6 Re�ised ]uky l, 2011 O15000-2 TEMP012ARY FACILfTIES AND COI�1TRdL5 Page 2 of 4 4. 5. d. Contractor Payment fai• Construetion Water 1) Obtain construction watei• met��- fi•om City for payment as billed by City's established ��ates. Electeicity and Lightang a. Pt�avide and pay far elec�•ic powered set�rice as required f�r Work, including t�sting of Vilork. 1) Proeide power for 1[ghting, operation of equipment, ar other use. b. Electric power service 1ncludes temporary power s�tvice or generato� tq maintain opez�ations during scheduled shutdawn. Telephane a. Peovide einergency telephone service af Site for use by Contraetor personnel and others parforming wflrk or furnishing services at Site. Tempa�'ary Heat and Ventilation a. k'rovide temporaiy heaf as necessaiy fo�• protection or completion of Wark. b. Pro�ide temporary heat and veniilation to assure safe wa�•king conditions. B. Sanitary Facilities 1. Provide and maintain sanitafy facilities far persons on Site, a. Comply with z•egulations of State and local depai�tir�ents oihealth. 2. Eniarce use of sanitary facilities by canstruetion pet•sonnel at job site. a. Enclose ai�d anchor sanitaty facilities. b. No discharge wi11 be allowad fi�om these facilities. c. Collect and siore sewage and waste so as not to cause i�uisance or health problem. d. Haul sewage and waste off-site at no le�s than week[y intert�als and properly dispose in accordance with applicable regulation. 3. �,acate iacilities near Work Site and ]ceep clean and maintained tlu•oughqut Project. 4. Remo�e facilities at completion �f Project C. Storage Sheds and Buildings 1. Provide adequately �entilated, watertight, r�veatherproo�storage facilities with �oar above grouizd level for materials and equipment susceptible to weather damage. 2. S#orage af materials not suscept�ble to weather damage may be on blocics ofi ground. 3. Sfore materials in a neat and orderly manner. a. Place n�aterials aud ec�uipment to permit easy access for identification, inspection and inventoty. 4, Equip building with lacka6le daors and lighting, and provide electrical seivtce for equipment space heaters and heating or ventilatioii as necessai•y to provide storage environments acceptabl� to specified manufacturers. 5. Fill and grade site for t�mporary structures to provide drainage away from temporaty and existing buildings. b. Remave building from site prior to Final Acceptance, D. Tempora.iy Fencing l. Provide and m�intain for the duration or consteucl:ion when rec�ui�'ed in contract documents E. Dust Cont�ol CITY OF FDRT WORTEI VICKERY BLVD RETAIIVING 4YALL STANDARD CONSTRUCTION SPEC[FICATiON DOC[lME1�FTS City Project No. 10249G Reviscd 7uly 1, 20l 1 O1500Q-� TE�fPORARY FAClI.I"1'IE5 AND CQNTROLS page 3 of4 I. Contractor is responsible for maintaining dust control through the duratian of the prnj ect. a. Contractor �-emains on-call at all ti�l�es h. Must respond in a timely maiv��r F. Temporary P�otection of Construction 1. Contractor or subcantractors are eesponsibie for protecting Work fi'om damage due to weather. LS Si1BMITTALS [NOT IISED] l.b ACTION SUBNIITTALSIINFORMATIONAL �UBMITTALS [NOT US�D] 1.i GLOSEOUT SUSMITTALS [NOT USED] 1.8 MAINTENANCE MATERiAL SUSMITTALS [NOT USED] 1.9 QUALITY ASSCTRANCE [NOT iTSED] 1.10 D�LIVERY, STORAG�, AND HANDLING {NOT USED] 1.11 F�LD [SITE� CONDITIONS [NOT USED] 112 WARRANTY [NOT USED� PART 2 - PRODUCTS [NOT IISED] PART 3 - EXECUTXON [NOT i7SED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATI�N [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATIDN A. Temporary Facilities 1. Maix�tain all tempoj'ary facilities for duration of construction acti�ities as needed. 3.5 [REP.AIR] 1 [RESTaRATIOIV] 3.6 RE-11VSTALLATION 3.ry FIELD [ox] SITE QUALITY CONTROL [NOT USEDJ 3.8 SYSTEM STARTUP jNOT USED] 39 AD�iTSTING [1VOT LTSED] 3.10 CLEANING [NOT USED} 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities CPCY QF CO12T WORTH VICKERY BLVD IZETAINING WALL STAN]]A[tD C()NS`I'RUCTION SPECIFICATION DOCUMENTS City Projeef IVa. 10244G Revised luly 1, 20� 1 015000-4 T�.MPORARY FACIT,ITIES AND CONT2DI,5 Pagc 4 af 4 l. Remove all temporary facilities and restara area after completion of the Wo�-lz, to a concEition equa[ to ar better than prior to stat� of Worlf. 3.12 PRO�'ECTION [NOT USED] 3.13 MAINTENANCE [NOT II5ED] 3.14 ATTACHMENTS [NOT i7SED] END OF SECTION GiTY OF FQRT WpRTH VICKERY BLVD RETAiMNG'UVJ�LL 3TANI�ARD CONSTRTJC`["[ON SP�,C[FICATION DQCUMCNTS City Ptoject 3�0. 10244G Revised July I, 20.11 015525-1 STItIcET LTS� PERMIT AND MOI}II'iCATIONS TO TRA,FF[C C�NTROL Page ! af 3 � 2 ,.5`�TT�N Q� rJ� Z6 STREET US� PERMI'I' AND MODIFICATIONS T() TRAF�'IC CONTROL 3 PART 1- GTNERAL 4 1.1 SLIMMAItY 5 G 7 8 9 10 11 12 13 14 15 A. Sectian Incfud�s: I. Administrative procedures fo�•: a. Street Use Permit l�. Modif'zcation of appro�ed t�affic eontrol c. Remaval of Street Signs B. De�iations from this Ci .ry of Fart Worth Standard Specif'ication 1. None. C. Related Specification Sections include, but are not neeessarily limited to: I. Division 0— Bidding Requu ements, Contract Forms and Condrtions of the Cant�•act 2. Di�ision 1—Genei•ai Requirements 3. Section 34 71 13 — Trafiic Contral 16 1.� PRICE AND PAYMENT PROCIDiJur+� 17 A,. Meas.urement and Payment l8 1. Work associated with ihis Item is considered subsidia��y to Y.4ie �arious Items bid. 19 No separate paytxi.ent w il! be allowed for this Item. 2a 1.3 REFERIIVC E5 21 A.Reference Standards 22 1. Reference standards ciied in this specifica�ion refer to the currentreference standard 23 published at the titne of the latest revis ion date lagged at the end of tk�is 24 sp�ci�cation, unless a data is specificaliy cited. 25 2. Texas Manual on Uniform Traffic Contro� I]e�ices (TMUI'CD). 2b i.4 ADMINISTRA,TIVE REQUIRT.l1�TTS 27 28 29 30 31 32 33 34 3S 36 A. Traffic Contral 1. General a. Contractor shal� minimize lane closu��es and impact to vehicularlpedestrian t►'affic. b. Whentraifie controlplans at•� included in the Drawings, provideT�•affic Controlin accordance with Drawings and Section 34 71 13. c. When traffic contral plans are not included in the Drawings, pre�aare traffic control plans in accordance with Section 34 71 13 and suhrnit to Ciiy for review. l) Allow minimuxn �� w orking days far review of proposed Traffic Controj. CITY Of PORT WORTH 5TANDARD CDNSTRUCTION SPECIFICAT[Ol�i I70CiIMENTS Revised March 22, 2D21 VICKEItY BLV77 RETAINING WALL City ProjectNo. 1Q2446 OlSS26-2 STREET US E PERMiT AND MODIl� ICATIONS 7' p T RAFFIC C ONT RaL Page 2 of 3 1 2) A traffic contf•oI "Typical" published by City af Fort Worth, t�ae T'exas 2 Manual Unified Traftic Contc�ol Devices (TMLITCD) or Texas Depart�nent 3 of Transportation (TxDO'T) can 6e Us�d as an alternative to px•eparing � project/site sp.eciiic tf•af�c con�•ol plan if the typical is a�plicable to the s specif�ic projectfsite. B. �treet Use Pertnit 10 11 12 13 14 15 16 17 l8 19 �a 21 22 23 24 1. Priar to installation of Traffic Cantral, a City St��eet Z7se Permit is x•equired. a. To obtain Street iJse Permit, submit Traf�c Control Plans to Ciiy Tx•ansportation and 1'u61ic �Vot�fts Departrr�ent. 1} Allow a minimuen of 5 woz�lcing days for pex�mi� review. 2) T� �s the Contractor's responsibility to coordinate i•eview of Traffic Cantrol plans for Street Use Perrxtit, such that consfruction is not delayed. C. Modificatzon to App�•oved Traffic Control 1. Prior to installatian traffic control: a. Subm�t revlsed traffic cont�•ol p�ans tg City Department Trat�sportation and Public Works Departnlent. 1) Revise Tt•affic Cont�•ol plans in accordance with Sect�on 34 71 13. 2) Allow tninimum 5 woz•king days far review of revised Trafiic Contral, 3) It is the Gnnt�•actar's responsibility to coardinate review of Traffic Contt•oi plans �ar Street Us� Permit, s uch that constsuction is not delayed. D. Removal �f Street Sign 1. If it is determined that a street sign tnust 6e remaved fa�� const�•uctian, t�en contact City Transportatian and Public Warlcs Depar�inent, Sigc�s and Marltings Division to remove the s ign. 25 E. Temporary Signage 26 1_ In the case of eegul�tory signs, replace permanent sign with temparary sign meeting 27 requirements of tk�e latest edition of the Texas Manual on Uniform Traffic Cont�•oI 28 Devices (MLTTCD), 29 2. Install tem�arary sign befoE�e the removal of pet•manent sig�, 30 3. 1�Vfien construction is cotnplete, to the extent that the pet�manent sign can be 31 reinstalled, eontact the City Transportatian and Public Woz•Its Department, Signs 32 and Marlcings Division, to r�instali the permanent sign. 33 34 F. Traffic Control Standards I. Traf�c Control Standard� can 6e found on the City's website. 3S 1.� SUBNIITTALS [NQT USID] 36 A. Submit all required dacumentation to City's Project Representative. CIT� OP FORT WbRTH VICKERY BLVD RETAII�fCNG WALI, STANDARD CONSTRUCTIQN SPECIFICATI03V DOCUMEN'I'S City ProjecE No. 102446 Revised Aiiarch 22, 2021 U1552b-3 STREET 175E PERMIT AND 1VfOD�F'ICAT10N5 TO TRAFFIC Cd�V'C'ROL Page 3 oF 3 1 1.6 ACTION SUBNIITIALS/INFORMA.TIONAL SIIBMITTALS [NOT USID] 2 1.7 CLO�EOUT SUBMITTALS [NOT U�ID] 3 I.8 MAINTINANCE MATII.tIAL Si1BMITTALS [NOT USID] A i.9 QUALITY ASSLIRANCE [NOT USED] 5 1.10 DELIVIIZY, STORAG� AND HANDLING [NOT USID] 6 1.1.1 FIELD [SITE] CONDITiONS [NO'.I' USIDJ 7 1.12 WARRAIV 1`Y [NOT USID] 8 P,ART 2- PRODUCT'S [NOT USID] 9 PART 3- EXECCTIY�N {NOT IISID] 10 ll END OF S�CTION Revision Log DA'I'E NAME SUMMARYO�' CI3ANGE 1.4 A. Added language to emphasize minimizing pf lane closures ai3d impact ta traffic. [.4 A. 1. c. Added language to allow for use of pu6lislied trafY�ic.contro! "Typicals" i 3�22�2(�2 � M ntiven applicab[e to specific projectlsite. 1.4 F, l) Remavedreference to Buzzsaw I.5 Added la��guage re: submittal of permit 12 CI'tY OF FORT W ORTH VICKERY BLVn RETAINI�IG WALL 5Tt1NDA.RD CQNSTRU�`fIDN SPHCIFTCATION DDCUMF�VTS Ci1y ProjectNa. 10244fi Revised 11�Ia�ch 22, 2021 a�s��3-i STqRNi WA'C�R POLLUTI�N PREVENT[OIQ Page 1 ni3 SECTION 01 �i 13 ST�RM WATER P4LLUTION PREVENTION PART1- GENERAL l.l SiTMMARY A. Secfion Includes: 1. Procedures for Storm Water Pollutian Preventinn Plans B. Deviations from this City ofFort Worth Standard Specification 1. None. C. Related Specification Sections include, b�t are nof necessarily limited to; 1. Division 0— Bidding Requirements, Contract Forms and Conditians of tl�e Contract 2. Divisi�n 1— General Requirements 3. Section 31 25 00 — Erosion and Sediment Control 1.2 PRICE AND PAYN,ICNT PROCEDURES A. Measuremani and Yayment 1. Construction Activities resulting in less than 1 acre af disturbance a. Wark assaciated with this Item is cansidered subsidiary to the variaus Iteans bid. No separate payment wil[ be allowed f�r this Item, 2. Constructian Activittes resu]ting in greater than 1 acre of disturbattce a, M�asu��ement and Payment shal] be in accordance with Sect�on 31 25 Q�. 1.3 REFERENCE� A. Abbre�iations and Acronyms 1. Notice af Intent: N�I 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Comtnission an Environmen#al Qua�iiy; TCEQ 5. Notice of Change; NOC A. Reference Standaards 1. Reference standards cited in this 5pecification refer to the current reference standard published at the time af the laiest revision date logged at the end oftltis Speci�cation, unless a date is specifieal�y cited. 2. Inte�rated Storm Mana�ement {iSWMj Technical Manual for Construction CpfltY4�5 I.4 ADMINYS'i'RATIVE REQUYREMENTS A. General 1. Conh�actor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Palltittion Prevention Plan. CI'TY OP FORT WORTH PIROP�S�D R�1'AINING WAI.L AT VICKERY BLVI] STANDARp CONSTCtUCTION SPECIPICATION DOCUMEN7S City ProjectNo. 102446 Revised 7uly I, 201 l v� s��3-z STORM WATER FOLLUTION PREVENTION page 2 of 3 B. Construction Activities resulti�g ip: 2. 3. 1. Less than 1 acre of disturk�ance a. Provide erosion and sediment control in accordance with Sectjon 31 25 00 and Drawings. 1 to lass than 5 acres of disturbance a. Texas Pollutar�t Discliarge Elimination Syskem (TPDES) General Constructian Permit is required b. Complete �WPPP in accardance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general perinit TXR150000 a) Sign at�d past at j ob site b) Prior ta Preconstructioz� Meeting, send S cnpy to City Dapartment of Transpartation and Public Works, Environrnental Division, ($ l7) 392- b08$. 2) FrQvide erosion and sediment control i� ac�ordance with: a) Section 31 25 00 b} Tlae Drawings c) TXR150000 General Pexmit d) SWPPP e) TCEQ require�rients 5 acres or more of Disturhanee a. Texas Pollutant DisGharge Elimination System (TPD�S) General Construction Permit is required h. Complete SWPPP in accordance with TCEQ requirements J} Prepaxe a TCEQ NOl form and suhmit #o TCEQ along with required fee a) Sign and post at job site b) Send capy to City Department of Trat�sportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3} Provide erosion and sediment control in accordance with: a} Secti�n 3I 25 00 1�} The Drawings c) TXR150400 General Permit d) SWPPP e} TCEQ requirements 4) Once the project nas been completed and all the closeout requirem.ents of TCEQ have been met a TCEQ Notice of Ter�ni:nation can he submitted. a) 5end copy ta City Department of Transportation and Public Warks, Enviromnentai Division, ($l7) 392-6088. 1.� SLTBNIITTALS A. SVi1PPP 1. Submit in accordance with 5ection O1 33 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of 5WPPl' to the City as follows: 1) 1 eopy to the City Projeet Manager a) Ciij+ Praject Manager will forward to the City Department of Transportation and Public Works, Environmental Divisian for raviaw CITY OF FORT WORTI-I PROPQSED 12ETAIIVING WALL AT VICK�RY BLVD 5T't13�IDARD CON8772UCTION SPECIFICATIDN D�CL]IUIENT5 City Prnjeet No. 102446 Revised duEy i, 2011 o� s� i3.� STORM WAT�It POLLUTION PR�VENTION Page 3 of 3 B. Modified 5 WPPP 1. If tlie SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section O1 33 00. 1.6 ACTYON SUBMITTALSIINFORMATIONAL SiJB1V1I CTALS [NOT USED] 1.7 CLOSEOUT SUBMITTAL� [NOT USEDJ � .8 MAINTENANCE MAT�RIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 11Q DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 �'IELD [�ITE] CONDITIONS [NOT US�D] 1.I2 WAItRANTY [NOT iISED� PART 2 - PRaD[JCTS [NOT USEII] PART 3 - EXECUTION [NOT USED] END OF �ECTION C1TY OF FORT �]JORTH PROP(?SED RETAINIIdG WALL AT VICKERY BLVD 3TANDARD CONSTRUCTTON SP�CIFICATIO�I DOCUMENTS City Project No. 1q2446 Revised Tuly 1, 2D1 i Oi 58 13 - 1 TEMPORARY PROJECT SIGNAGE Page l of 3 S�CTION 015813 rT'EMPQRARY PRO]ECT SIGNAGE PART1- GENERAL 1.1 SUMMARY A. Section Zncludes: 1. Temporary Project Signage Requlrements B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Reiated Specification Sections include,. but are nat neeessaeily limited ta: I. Division 0— Biddipg Requiremenfs, Contract Forms and Candjtions of the Cantract 2. Division 1— Ge�eral Requirements 1.� PRICE AND PAYMENT PROCEDURES A. Measw'ement arid Payanent 1. Vdark associated witli this Item is considered subsidiary to the vario�s Items bid. No separate payrnent wiil be allowed for this Item. 1,3 REF�RENCES [NOT USED] 1.4 ADMIN�STRATIVE REQUIREMENTS [NOT USED] 1.5 SUBNIITTALS [NOT USED] l.b ACTION SUBMITTALS/INFORMATiONAL SUBMIT'1'ALS [NOT USED] 1.'% CLUSEOUT SUBNIITTALS [NOT USED] 1..8 MAINTENANCE MATERjAL SjTBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIV�RY, STORAGE, AND AANDLING [NOT USED} 1.11 FIELD [SIT�] CONDITIONS [NOT USED] L12 WARRANTY iNOT USED] PART 2 - PRODUCTS Z.1 O'WNER-FURNISHED [o�} OWNER-�UPPLIEDPRODUCTS [NQT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Design Criteria 1. l�rovide free standing Project Designation Sign in accordanee with City's Standard Details for project signs. C1TY OE' FORT WORTH VICK�RY Bi,VD RETA[AfIl+FG WALL STA.NDAR.D CON3TRU.CITOi�I SPECIFICATiON DOCUMENTS Cily Project No. l02446 Revised July l, 20I 1 015813-2 'T'EMPQRARY PRO]�CT SIGIYAGE Rage 2 of 3 B. Materials 1. Sign a. Constructed of 3/4-inch fir plywaod, grade A-C (exterior) or b�;tter 2.3 ACCESSORIES [NOT USED] 2.4 S�URCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT iTSEDj 3.3 PItCPARATION [N�T USED] 3.4 INSTALLATION A, General l. Frovide vert�ca] installation at extents afproject, 2. Refocate sign as needed, upon request of the City. B. M�unting options a. S1cicEs b. Posts c. Barricade 3.5 REPAIR / RESTORATTQN jNOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 T'IELD [ou] SxTE QiTALITY CONTROL [NO'I' UB�D] 3.8 SYSTEM STARTUP [N�T USED] 3.9 ADJCTSTING [NOT USED] 3.10 CL�ANING [NOT CTSED] 3.11 CLOS�OUT ACTIVITIES [NOT USEDj 3.1� PROTECTION jNOT USED] 3..t3 MAINTENANC� A, Genei•al [. Maintenance will include painting and :repaii•s as needed or di��ected by the City. 3.14 ATTACHMENTS [NOT U�ED] �ND OF S�CTION CITY OF FaRT WOR'I"H VICK�RY BLV3] RE'PA[NING WALL STANDA�D CONSTRUCT'IUN SPEC[PICATION DOCUMENTS City Project No. 10?44fi Revised July l, 2al l ai ss i3-3 TI:MPORART' PR07ECT SIG]YAG$ page 3 of 3 Revision Log DATE I NAIuIE CITY OF FORT WORTki STAN]aARD CQNSTRUCTION SPECII'FCATION DOCUMCiY�'S Rcvised duly l, 201 l SUMMAItY OF CHANGE VICl{.�RY BLVD RETAINiNG WALL City Praject i�Io. 1U24Y46 o i �o ofl PROE7UCT R�QUII2EMElVTS Page l pf 2 �ECTION Ol 60 a0 PRODUCT REQUIREMENTS PART1- G�NERAL 1.1 SiTMMARY A. Sectian Includes: 1. References fo�• Praduct Requii•en�ents and City Standard Products List B. Deuiations fram this City ofFqrt Woi�th Standard Specification 1. None. C. Related Specification Sections include, but are not nec�ssa�•ily limited to: 1. Division 0— BicEding Rec�uireinents, Contract Forms and Conditions of the Contract 2. Div�siot� I— Gene�'al Require�nents I.� PRICE AND PAYMENT PROCEDURES [NOT USED] l.3 REFERENCES [NOT USED] 1,4 AD11�II1VISTRATIVE REQUIR�MENTS A, A list of City a�a�roved products fo�• use �s available through the City's website at: https://apps.fortworthtexas.gov/Pro,jectResourc�sl and following the directoi•y path; 02 - Constt°uction Documents/Standard 1'roduets List B. Only products specifically ineluded on City's Standard Product List in these Coratract Documents shall be alIowed far use on the Project. I. Any subsequentiy approved pa�odracts will only be allowed fqr use upon specific approval hy the City. C. Ar�y specific product requirements in the Contra.ct Documents supersede similar products included on the City's Standard Product List, 1. The City resetves the �•ight to not allow products to be used for certain px•ojects even ihough the product is lis.ted on the City's Staridai•d Praduct List. D. Although a specific p��oduct is included on Cify's Standard Product List, not all pro.ducts from tt�at manufacturer• are approved fo�• use, including but not limited to, that tnanufacturer's standard product. E, See Section Ol 33 40 for subtr►ittal requirements oiP�•oduct Data included on City's Standard Praduct List. �.5 �IIBMITTALS [NOT USED] 1.6 ACT'ION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SIIBMITTALS [NOT USED] 1,$ MAINTENANCE MATERIAL SUSMITTALS �NOT USED] 19 Qi7ALITY ASSTJRANCE [NOT U�ED1 CfTY OF Fd12T WORTH VTCK�RY HLVD RETAlN1TIG WALL 5TAN1]ARD CONST[LUCTION SPECIFICATION DOCUMENT$ City Project Na. ! 0244b Revised March 9, 2420 0 ] 6� DD PRODUCT REQETIRiiH�fENTS Page 2 of 2 1.,10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1..11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT U�ED] PART 3 - EXECUTION [NOT USED] END OF SECT�ON C1TY OF PORT WDR'CH V{CKERY BLVI� RETAi1dIlVG WALT. STANI7ARD CO3VBTRUCTION SPECIFICATION DOC[IM�[�fTS City Project No. ]02446 Revised Marcli 9, 202U O1Gb00-1 PRODUCT ST C3RAGE AND HANDLING IZEQUIREIv16NT5 Yage l of 4 SECTION 01 66 00 PRODUCT STORAGE AND HANDLING REQLIIREMEN"I'S PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling oiproduct de[i�ery 2. Packaging oi products for d�livery 3. Protection of products against damage from: a. Handling b. Expasure to �lements or harsh enviranments B. Deviations fi•om tl�is City oiF'ort Worth Standard Specification I. Nane, C.. Related Spec�fication Sections include, but are not necessaril� limited to: 1, Divisioii 0-- Bidding Requirements, Cantr.ac# Forms and Conditions of the Coni��act 2. pi�ision 1— G�nef•a1 Requirelr�ents 1.2 PRICE AND PAYMENT PROCEDURES A. Measur�ment and Payment 1. Work associatad �vith ihis Item is considea�e.d subsidiaty to the various Items bid. No separate paym.ent will be allowed fo�• this Item, 1.3 REFER�NCES [1VOT US�D] 1,4 ADMINISTRAT�VE REQUIR�MENTS [NOT USED] 1.5 �UBMITTALS [NOT Z7SED] 1.6 ACTION SUBMITTA,LS/INFORMATIONAL SiTBMITTALS [NOT USED] 1.7 CLQS�OUT SUBMITTALS [NOT USED] I.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QLTALITY ASSURANC� [NOT US�D] 1.10 DELIV�RY AND HANDLTNG A. Delivery Requirements 1. Schedule deli�eiy of products or equipinent as required to allow t�mely installation anc! to a�aid prolon�ed storage. 2. P�•ovide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks wil� not b� pei•mitted to wait extended periods of time on thc Site far personne] or equipment to receive the delir�ery. CCCY dF FOI2T WORTH VICKERY SLVD �,TAINING WALL STANC]ARD CON9TLtLTCTION SPECIF1Ct1TION DOCUMENTS Cily Project N.o. ]02445 Revised duly l, 30l 1 016600-2 PRODUCT STORAGE A1VD SAlVDLING AEQUIIt�MENTS Page 2 of 4 �. Deliver praducts or equipment in maliufacturer's origit�al unbroken cartans or other �containers designed and consfructed to pratect the ca.ntents froin physical or environmentaS damage. S. Clearly and fully ma�•k and identify as fo manufacturer, itein and installation location. 6. Provid� manufaeturer's instructions for stoj•age and �andling. B. Handling Requirements 1. Handle p�'aducts or equiprnent in accordance with these Contract Documents and manuiaeturer's recommendations and ins�t�uctjons. C. Stai•age R�quirements l. Store �naterials in accat'danee �vii�t rr►anufacturer's eecotnmendations and requirements of these Specificatians. 2. Maice necessa�y pravisions fo�� safe storage of mateY•ials and ec�uipme��t. a. Place loose soil inaterials and znaterials to be incoi•parataci into Wark to pre�ent damage to any part of Work or existing facitities and io maintain free access at all times to ail parts of Work and to u#ility sen+ice campany installations in vicinity oiWoi•k. 3, Keep materials ar�d equipment neatly and compactiy stored in locations that wili cause minimum incanvenience to other contractors, public travel, adjaining owners, tenants aud occupants. a. Arrang� storage to provide eas.y access for inspection. 4. Restt•ict storage to areas available on cnnst�'uction site for storage of rnaterial and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off-sike storage and protection when on-site storage is not adequate. a. Provide addresses of and access to aff-site storage locatians �or inspection by City's Project Repr�sentative. 6. Do not usa lawns, grass p�ots or other pri�ate property for stoi-aga purposes without wriiten perttaissian of owner or other person in possession or cantrol of premises. '7. Store in mar►ufaet��rers' unopened containers. 8, Neatly, safely and campactly stacic materials delivez'ed and stored alor�g line af Wor�C to avoid incon�enience and damage ta property owners and geneial pubiic and maintain at leask 3 feet from �re hydrant. 9. Keep �ublic and private driveways and street crossings open. 10. Repair or replace daznaged lawns, sidewalks, streets ar other in�pravetnents to satisfaction of City's Project Representative. a. Total length which materials :tnay be distributed along route of construction at on� time is 1,Q00 linear feet, unless otherwise approved in writing by City's Praject Representative. CITY OF �'�RT VJOTLTH VICKCRY BLVD RE'FATNTNG GVAI.L STANDAItD CON3TRUCTI03�f SP�CIFICA'CEON ]]OCUM�NTS City Projeet No: 102446 Revised duly 1,. 2U 1 I O16600-3 PROT�UCT STpRAGE AND HANpLING It�QUIREMCNTS Page 3 of 4 1.11 FIELD ��ITE] C�NDITIONS [NOT LTS�D� 1.12 WARItANTY jNOT USED] PART 2 - PR�DUCTS [NOT USED] PART 3 - EXECUT�ON 3,1 INSTALLERS jNOT USED] 3.2 EXAMINATZON [NOT USED] 3,3 PR�PARATION [NOT C7S�D] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT IISED] 3.6 RE-INSTALLATXON [NOT iTSED] 3.7 FIELD [oR] SITE QIIALITY CONTROL A. Tests and Inspectlons 1. Inspecf all products or �quipment delivered to the site prior to unloading. B, Non-Conforming Wark 1. Reject all products or equipment that are damaged, used or in any other way unsatisfact�ry fo�- use on the p��oject. 3.8 SYSTEM STARTUP jNOT USED] 3.9 ADJUSTING [NOT U�ED] 3.10 CL�ANING [NOT USED] 3,ll CLOSEOUT ACTIV�TIES [NOT USED] 3.12 PROT�CTION A. Protect a]] products flr equipment ir� accordance with manufacturer's written directions. B. Store products or equipment in lac�t�on to avoid physical damag� to items while i.ii storage, C. Protect ec�uipment frojn exposut•e to elements and keep thoraughly dry ifi•equired by the inanufacturee. 3.13 NiAINTENANCE [NOT USED] 3.I4 ATTACHMENTS [NOT USED] END OF S�CTION C1TY pF I'ORT WORTH VICK�R�' BLVD RETAIMNG WALL STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projeet Ido. L02446 Revised Iuly 1, 201 I 016G00-4 YRODifC7' STORAGE A1VD HANDLING I2E�U3REM�NTS Paoe 4 of 4 Revision Log DATE I NAME C1TY OF FOKT WOIiTH STANDA1217 CONSi'ItUCTION SRECIFICAT[pN DOCLJ3�iCN"f5 Revised duky 1,.2Ull SUMMARY Or CHANGE VICKERY BLVD RET:4INING WALL City YrojectTFa 1p2446 O l 70 00 - l MOBiLIZATION AND REIvIOBILIZAT[ON Page l of 4 � SECTYON 01 70 00 Z MOBILIZATION AND REMOBILIZATION 3 PARTi- GEN�RAL 4 1.1 S[IMMARY 5 A. Section Includes: 6 1. Mo6ilization and Demohili�ation 7 a. Mobil�ization 8 l) Transportafion of Contractor's personnel, �quipment, and operating supplies 9 to the Site 10 2) Establlshment of necessary geneeal facilities for the Contractor's operation 1 l at the Sife �2 3} Pre�niums paid for performance and payment 6onds I3 �) Transportation of Contractor's personnel, aqufpment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary genera[ facilit[es %r t13e Contractor's operation 16 fram I location to another Iocation on the Site. 17 b. Demnbilization 1$ 1) Transportatiqn of Goni��actac's p�c•sonnel, equipment, and opea�ating supplies 19 away ft•aen the Site i�clucEing disassembly 2� 2) 5ite �lean-up 21 3) Removal of a�� b�ildings and/or othet• fac�lities assembled at the Site for this 2z Contract z3 c. Mobilization and Demobilization do iiat include activities for speci�c items of 24 work that are for which payment is provided elsewhere in the cont��act. 2S 2& 27 28 29 30 3! 32 33 3�4 35 36 37 38 39 40 41 42 43 44 45 2. Remobilization a. Rernobilization for Suspension of Work specifcally raquired in the Cantract Documents o�` as required hy City ii�cludes: 1) Dem�bilizaYion a} Transpoi�tation of Contractor's personnel, equipment, and operating supplies from �fie Site inc[uding disassertably or tempa�'a��ily securing equi�ment, supplies, and othe�� facilities as d�signated by the Contract Dacuments necessary to suspend the Wo�•k. b) Site Clean-up as designated in the Contract DocurrFents 2) Rernobilization a} Transportatian of Cor�tractor's persannel, equipment, at�d operafing supplies to the Site necessary to resume the Work. bj Establishment of necessary genera[ facilities for the Contractor's operation at tha Site necessary io resume the Worlc. 3) No Payments uvill be made for: a) Mobilization and Demobilizatian from ane location to another on the Site in the normal progress of perfarming the Worlc. b) Stand-by or idle time �j Lost profits 3. Nlobilizations and Dernobilization for Miscel�aneous Projects a. Mobilization and Demobilization CI'CY OF FORT WORTH VICKL�RY BLVp RETAINING WALL STANDARI7 CpNSTRUC'I'fON 5PBCIFICATION DqGi]MEN'I'S City Froject I�io. 102446 Rcvised Not+ember 22, 2016 ai�ooQ-z MOBIL�ZATIQN AND REMOAII.[ZATI03�f Paga 2 of 4 l 1) Mok�ilization shall cansist of the activities and cost on a Work Order basis Z necessaty for: 3 a} Transportati�n of Contractoe°s personnel, equipment, and operating 4 supplies to the Site far the issued Work Order. 5 b) Estabiishment af necessaty general facilities for the Cor�tractor's 6 operation at the Site far the issued Work Orde�' 7 2) Demobilizatian shail consist af the activities and eost necessary �or: g a) Transportation of Contt'actor's persons�ef, eqvipment, and aperating 9 supplies froni the 5ite including disass�mbly for each issued. Work 1 fl Order 11 b) Sita Clean-up for each issued Work Ot'der l2 c} Rerrtoval of all buildings or ather faciliiies assembled at the �ite for 13 each Work Oder 14 b. Mobilization and Demobilization do not i�clude aciivities for specific items of i5 worl� for which payment is provided elsewhere in the contt'act. 16 17 18 i9 20 2l 22 23 4. Emergency Mobilizations ancf Demobilization far Miscellaneous Projects a A Mobilization foi Misceliarieaus Pro�ects when directed by the City and the mobilization occw-s within 2� hours of the issuance af tl�e Work Ot•der. B, Deviatians fi'om this City of Fort Worth Standard S�aecifcation 1. N�ne. C. Related Speciiication �ections include, but at'e not necessarily limited ta: 1. Division 0— Bidding Requirements, Cont�'act Forms and Conditions of tlne Contract 2. Division 1— General Requirements 24 1,2. PRIC� AND PAYMENT PROCEDURES 25 A. Measureinent and Payment [Consult City Depa��tment/Division for directaon an if 2b Mabilization pay item to be included or the item should be subsidiary. Inelude the 2'7 appro�riate Seciion 1.2 A. 1.] 28 1. Mobijizaiion and Demobilization 29 a Measure 3� 1) This Item is eonsidered subsidiary io the various ltems bid. 31 b. Payment 32 l) The work performed and materials iurnis�ed ir� accordance with t1�is Item 33 are sul�sidiary to the various Items bid and no other campensation wijl be 34 allowed. 35 2. Remobilizatian far syspension of Work as s�eci�cally required in the Cont�•act 3b Documents 37 a. Measurement 38 1} Measurement for this ftein sha!] be per each remabilization performed. 39 b. Payment � 40 1) The work perfarmed and materials fu►'nished in accordance with this Item q.1 and measured as provid�ed under "Measurernent" will be paid far at the unit r�2 price pez' each "Speciiied Remobilization" in accordance with Contract 43 Documents. 44 c. The price shall include: 4S j} Demobilization as described in Section 1_1.A.2.a.1) 46 2) Remobilization as dascribed in 5eetion 1.1.A.2.a.2) CITY OF FORT WOR'I'H VICKEItY BLVD RETAIi�fING WALL STANDAI2D CO�ISTRL3CTIOiY 5PE�IFICATION I7DC[]MCNTS City ProjectNo. 1024d6 Revised [�Tovem6er 22, 2016 oi �aoo-� MOBIL[ZATION AND REMOffiLIZAT[ON Page 3 of 4 1 2 3 4 5 6 7 8 9 lU 11 12 !3 14 15 16 17 18 f9 2� �1 22 23 24 25 2G 27 28 29 30 31 32 33 34 35 3G 37 38 d. No payme�xts will be made %r standby, idle tirtae, or lost profits associated this item. 3. Remobilization for suspension of Work as required by City a. Measurement and Payment l) This sha11 6e subrniiCed as a Contract Claim in accardance with Article l0 of Section 00 72 00, 2) No payments wi[I be made for standby, idle time, or Iost profits associated with this Item. 4. Mobiliaations and Detnobilizations for Miscellaneous Pz•oj�cts a. Measurement 1) Measurement for this Item shall be %r each Mobilization and Demobilization required by the Cantract Docu��nents b, Fayment 1) The Wc��-Iz performed ancE materials furnished in accordance with this Item and measu��ed as p��ovided under "IVleasurement" will be paid for at the unit price per each "Work Order Mobilizafian" in accordance with Contract Documents. Demobilization shall be eonsidared subsidiary to mobilization and shall not be pa.[d %r separately. c. The price shall include; 1) Mabilization as described in 5ection 1.1.A3.a.l} 2} Demobilization as described in Section 1.1.A.3.a.2} d. No payments will be made for standby, idle titne, ar lost profts associated this It�m. 5. Emergency Mobilizations and Demabilizations for Mfscellaneous Prajects a. Measurement I) Measurement for this Item shall 6e for each Mobilizatian and Demobilization required by ihe Contract Documents b. Payment 1) T'he Work pat`f'onned and materials fuenished 'tn ac�ordance �ith this Item and measured as provided under "Measurement" will be paid for at the un€t price per each "Work Ordet� Emergency Mabilizatlon" i.n accordance �xrith Cont��act Documents. Denlob.ilization shall. be consid�red subsidiary ta mobilization and shall not be paid for separately. c. The price shall include 1) Mobilization as described in Section 1.1.A.4.a} 2) Demobilizatian as described in Section I.I .A,3.a.2) d. No payments will be �nade for standby, idle time, or lost pi•ofits associated this Item. 39 1.3 REF�RENCES [NOT USED] 40 1.4 ADMINISTRATIVE REQUIREM�NTS [NOT USEDJ 41 1.S SLTBMTTTALS [NOT US.ED] 42 ]..6 INFO1tMATIONAL SUBMITTALS [N�T �TS�D] 43 I.i CLOSEOUT SUBMITTALS [NOT USED] 44 1.8 MAINTENANCE MATERIAL SIISMiTTALS [NOT IIS�D] CITY OF FbRT WORTH VTCKERY BLVD RETAINING W:4LL STANDARD CQNSTitUCTION Sf ECII�ECAT[ON DbCL1MENT5 City Praject No. 102446 Revised NnvemUet' 22, 201b a��000-a MOBILiZA'PIDN ANI7 REMaBILIZA'['[ON Pa;e 4 af 4 1 1.9 QUALITY ASSiTRANCE [NOT USED] 2 1.i0 D�LIVERY, STORAGE, AND HANDLING [NOT LTSED] 3 1.11 F�LD [SIT�] GUNDITIONS [NOT USED] 4 1.12 WARRANTY [NOT USED] S PART � - PRODUCTS [NOT LTSED] 6 PART 3- EXECIITION [NOT USED] 7 8 9 END OF SECTION CITY OF FORT WORTH VICK�.12Y BLV!] RETAINING 4VALL S1'.ANDARI7 CONSTRUCTIONI SPECIFICA770N DOCUN[ENTS City Projeat Na. 102446 Revisad NovemUer 22, 2016 017123-1 COAISTRUCT'ION STAKING ANI} SURVEY Page 1 of 8 SECTION O1 71 23 CONSTRL.ICTIDN STAKING AND SURVEY PARTf- G�NERAL I.I SUMMARY A. Seetion Includes: Requirements far construction staking and consttvctian sur�ey B. Deviations f��om this City of Foi�t Worth Standard Specificatian I. Nane. C. Related Specificatian Seciions include, but are not necessarily limited to: 1, Division p— Bicfding Requirem�nts, Contract Forms and Conditions of the Cont�•act 2. Division l— Ge�teral Requir�em�nts 1.2 PRIC� AND PAYMENT PROCEDUR�S A. Measurement and Payment 1, Const�•uction Staking a. Measurement I) Measut-ement for t11is item sha9l be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "Construction Staking". 2) Payment for "Constructian Stalcing" s�all be made in partia[ payments prorated by work compfeted eampaf•ed to total wo�•lc included in the Iump sum item. c. The price bid shall include, but not l�e limited to the following; 1) Ve�•ification Qf control data provided by Ci�y. 2) Place�nenf, maintenance and replacement of required stakes and ma�•]cings in the field. 3) Preparatian and sub�nittal of construction stal�ing documentatian in the �orm of "cut sheets" using the City's standard template, 2. Construction Survey a. Measurernent 1) This Itern is considered subsidiary ta the vaeious Items bid. b. Fayment I} The t�o��k perf'orined and the materials fiu•nished in accordance wii:h this Item are subsidiar�r to the various [t�ms bid and no other compensation will be allowed. 3. As-B�ilt Sut�vey a. Measurement !} Measuremenl for this Item shall be by lu�np sum. b. Payment 1) The work �erformed and the rt�aterials furn.ished in accordane� with this Item shall be paid far at the lump sutn price bid fnr "As-Built Su�vey", CITY OF FL3RT WORTH VICK6IiY BLVD RETA[NING WALL STAN�ARD CO1�T5TRUCT[bN SPECIPICATION DpCUMENTS Gity. Praject Na. 1Q2446 Revised i�'ebruary 14, 2U18 01 7] 23 - 2 CONSTRUCT[ON S'j'AKI1�ICi AND SURVEY Page 2 of S 2) Payment far "Canstruction Staking" s�all be nnade in partial payments prorated by worlc campleted eotnpared to total work included in the lump surr� item. c. T��e price bid shall it�c�ude, but not be limited to the foliowing:: 1) F�eld measure.tnents and suivey shots ta identify locatian of �completed facilities. 2) Documentation and submittal af as-built survey data onto contractor redl�ne plans a.nd digiCaf survey files. 1.3 REFERENC�� A. Definitions 1. Cons�t'uction Suive - The s�uvey tneasurements ►►�ade prior to or while consYruction is 'tn progress to contral eIevation, horizontal position, dimensions and configtivation of structu�es/improvements included in the Pz•oject Drawings. 2. As-built Sur�e --The measurements made afier the construction of the itnpravement featuees are complete to provid� position coord�nates for the features of a pro�ec#. 3. CQ:nstruction Stalcin� — The placement of stalc�s and markings to provide offsets and elevations to cuk and fill in arder to locate on the geound the designed structures/impxaveme��ts inoluded in the Project Drawings. Consftuction staking shali include staking easen�ents and/or right of way ii indicated on th� plans. 4. Sur�e "Field Checks" -- Measurements made after construction staking is complet�d and before construction work begins to ensure that st�uctures marked on the ground are aecurately located per Projeet Drawings. B. Technica! Ref�rences 1. Ciky of �'ort Worth — Canstruction Staking Standards {available on City's Buzzsaw website) — O1 71 23.16.01_ Attachment A Sw`vey Staking Standa�ds 2. City of Fort Worth - Standard Sur�ey Data Collector Lihcary (fxl) files (availab�e on City's Buzzsaw website). 3. Texas Depariment of Transpartatian (TxDOT) S�.uvey Manuai, �atest revision �. Texas Soeiety of Professional Land Surveyors (TSPS}, Manual of Pi•actice �ar Land Surveying in the State of Texas, Category 5 1.4 ADMINISTRATNE REQUIREMENTS A. The Contractor's� selection of a surveyor must cnn��ly with Tegas Government Code 2�54 (qualifications based selecfion) for this pro�ect. 1.5 SUBMITTALS A. Submittals, if required, shall b� in accordance with Seetion D�f 33 D0. B. All submittals shall 6e received ar�d re�iewed by the City prior to delivery of wark. 1.b ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. �'ield Quality Control Su6mittals C1TY OE FORT WORTH VICKERY BLVD RETAIiV1iJG WALli STANDAR�] CO3�ISTAUCTION SPECIFICAT'ION dpCUMENTS Ciry Projee[ Na, 10244G IZe�ised H'ebruary i4, 24i$ Oi7123-3 COi<ISTRUCTION S'1"AKING AND SU12V�Y Page 3 of 8 I. Documentation verifying acct�racy of �eld engineerin� woi•le, inc�uding coordinate conversions if plans do not indicate �•id or ground coaa•dinates. 2, Submit "Cut-5heets" confo�•ming to the standa�•d teinplate provided by the City (refer to O1 71 23.16.01— Attachment A— Sulvey Staking Standards). 1.7 CLO�EOUT SUBMITTALS B. As�btiilt Redline Drawing Submittal l. S.ubmit As-Built Suivey Redline Drawings documenting the Ipcaiions/ele�ations of constructed improvements signed aad sealed hy Regi�tered Professional Land Surveyoa• (RPLS) responsible for the work (refer to Ol 71 23. I6.01 — Attachment A — Su�vey Staking Standards) . 2, Cont�•actar slzall subrrtit the proposed as-built and completed redline dratYding submittal one (1) waek prior ta scheduling the project final insp�ction for City review and comment. Revisions, if necessaty, shall be made to the as-built redline dr�wings and resubmitted ta the Gity prior to scheduling the ca.nstruction fina! inspectian, 1.8 MAINT�NANCE 1VIATERIAL SUBMTTTALS [NOT IIS�D] 1,9 QUALITI' ASSURANC� A. Cons�c•uction Sfaking 1. Const��ucfion staking �vill be perfot�med by the Cont�•actot•. 2. Caordinatian a. C�ntact City's Project Representative at least one week tn advance notifying the City of when Constructian Staking is scheduled, b. It is tlie Contractor's �•esponsibility to coordinate staking such that constructioii activities are not delayed or negatively impacted. 3. General a. Contt�acto�• is responsible for preserving and maintaining sta�es. If Clty surveyors aee required to re-sta[ce foi• any reason, the Cantractor wil] be responsib]e for costs to perfot•m staking. If in the opinion of t12e City, a sufficient number of stal�es or marldngs have been lost, cEestroyed disturbed o�• amitted that the contracted Work cac�not ta[�e p�ace then the Contractoi� wi]] be reqt�ire�i to stal�e or re-staka the def cient at•eas. B. Cansfruc�ion Survey 1. Canstruction Sui'vey will be perforined by the Cont�-aclor. 2. Coprdination a. C.ont�•actor to �erify that horizontal and �ertical control data established in the design survey and �•�quired for construc�ion survey is availaUle and in place. 3. General a. Constructian sucvey will 6e performed in ordee to construct the wor[c shown an t[�e Gonstruction Drawings and speci�ed in the Contract Documents. b. For eonstruction methods other than apen eut, the Cantractor shall perform constc-uction survay and �erify ca�ztrdl data including, but not linni�ed ta, the fallawing: 1) Verification that established benchm�•ks and conteol are accurate. CITY O�' FORT WOA`TH VICKEl2Y BLVD RET�i[NING WA�,L STANDARD Ct�NSTRUCTIbN BP�CIFICATION pOCUMEN'CS Ciry PrajectNa. 102446 Revised Tebruary la, 2Q18 Q17123-4 CONSTRUCTION STAKING AND Si]RVEY Page 4 of 8 2) Use of Benchmarics to furnish and maintain alI reference lines and grades for tunneling. 3) [Ise nf iine and grades ta establish th� la�ation of the pipe, 4} Submit ta the City copies of field notesused to establish all lines and grades, if requested, and allow the City to check guidance systern setup pi•ior to beginni�g each tunn�ling drive. 5) Provide access faj� the City, if j�eq�ested, to verify the guidance system and the llne and grade of the earrier pipe. 6) The Contractor remains fu11y respoz�sible far Lhe accuracy of the work and correction of it, as requi�•ed. 7) Monitor line and grade continuously during construction. 8} Record deviation with respect to design Iine and geade once at each pipe joint and submit daily cecords ia tihe City. 9) If the installation does not meet the speci�ied fiole�'ances (as outlined in Sections 33 OS 23 andlor 33 OS 24), immediately notify the City and correct the installation in accoi•dance with the Contract Dacuments. C. As-Built Sui�vey �. Required As-Built Survey wilj be per-Fot'med by the Contractor. �. Coordination a. Canti�acto�' is to coorciinate with City to con�rm whieh feaiures t'equire as- built su�veying. b. It is the Co:nt�•actor's eespansibility to coordinate the as-built survey and required measu�'ements for it�ms that �e ta be buried such that const��uction activities ara not delayed or n�gatively impacted. c. Far sewer mains and water znains 12" and under in diameter, it is acceptable to physically measure deptfs and mark the lacation during the progt•ess of construction and take as-built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy, 3. Genej�al a. The Contractai• shall provide as-built swvey sncluding the elevatian and lacation {and provicie written documentatian to the City) of const��uctian featux'es during the pro�ress of the construction including the followi.ng: 1} Water Lines a) Top of pip.e elevations and coordinates for waterlines at the following locations: (1) Minimum eve�y 25� linear feet, including (2) Horizontal and �ertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub-outs, dead-end lines (5} Casing pipe {eac� end) and all buried �ttings 2} �anita�y Sewer a) Tnp of pipe elevations and coordinates for force mains a►�d siphon sanitat'y sewer lines (non-gravity facilities) at the following locations: (i) Mitvmutn evezy 250 linear feet and any burieci ftYings (2} Horizontal and vertical points of inflectian, cur�vature, etc. 3) Stormwater --Not Applicable CITY OF PORT WORTH VICKERY BI.VD RETAINING WAI.�. ST.Ai�IDA12U CON51'RUCTION SPECIF]CAT10N DOCUMENTS City. ProjectMo. 102446 Revised Fehruary14,Z018 01 7I 23 - 5 CONSTRUCTTON STAKING AIVD SURVEY Page 5 of 8 b. The Cpntractot- shall pro�ide as-built survey inciuding the elevation and ]acation (and provide written docuinentation to Yhe City} of coilstructian features after the construction ia campleted including tlie foll�wing: 1) Manholes a) Rim and flow[ine elevations and caord�nates for each marEhole 2) Water Lines a) Cathodic protection test s#ations b} 5at�.pling stations c} Meter boxes/vaults (Alf sizes) d) Fire hydranis e) Valves {gate, butterfly, etc.) f} Air Release valves (Manho[e rim and �ent pipe) g} Blo� offvalves (Manhole rit�a and valve Iid} h} Pressure plane valves i) Ur�derground Vaults (I} Rim ar�d flowline elevatiar�s and coordinates for each Unde�•ground Vault. 3) Sanitary S��er a) Cleanouts (1) Rim and flowline elevations and coordinates for each b) Manholes and Junction StrucYures {1) l�im and fIawline e.levations and coordinates for eacli �nat�hole and junctior� sttucture. 4) Stof•mwat�r — Not ApplicaUle 1.10 DELIV�RY, STORAGE, AND HANDLING [NOT TI�SED] I.I1 FIELD [SXTE] CONDITIONS [NOT �7SED] 1.1� WARRA.NTY PART2- PRODUCTS A. A constr•uc#ifln sur�ey will produce, but will not be ]imited to: 1. Recovery of relevar�t conteol points, points of curvature and paints of inte�•section. 2. EstabIish temporat•y horizontal and vertical c�ntrol ele�vations {benchmarks} sufficiently permartent and Located in a manner to be �sed thraughout construction. 3. The location of planned facilities, easements and itnproveinents. a. Establishing final line and �rade stakes for piers, floars, gt�ade beams, parkin� areas, utilities, streets, highways, tunnels, anci other construction. b. A record ofrevisions or corrections noted in an �rderly manner for reference. c. A drawing, when required by the client, indicating ihe horizonta! and vertical location of facilities, easements and impro�ements, as built. 4. Cut sheets shall be provided to the City inspactor and Suivey Supe�•intendent for all const�vction stalcing projects. These eut sheets shall be on the standard city tert�plate wh�ch can be obtained froral the Sarvey Superintendent (817-392-7925). S. Digital survey �les in the follow[ng formats shal] be acceptable: a. AutoCAD (.dwg) b. ESRI Shapefle (.shp) C1TY pF rORT WORTH VICKCRY BLVD RETAIN[NG WALL STANDARD CONSTRUCT'ION SPECIFICATIQN DOCUML;NTS City Yraject No. 102446 Revised Tebriiary l4, 2018 ai7�23-6 CONSi'RLTCTION STAKING ANR SURVEY Page 6 of 8 c. CSV iile (,cs�), formatted wit�i X anci Y coardinates in �eparate columns (use ;tandard template�, if available) 6. Survey files sha[1 include vertical and horizontai data tied to arigina[ project co.ntral and benchmarlcs, and shail includs feature descriptions PART 3 - EXECUT�ON 31 INSTALLERS A. Tolerances: 1. The stalced location flf any improvemer�t o� facility shauld b� as accurate as practical and nacessary. The degree of precision requi�ed is dependent on many factars all of wt�ich must remain judgmental. The talerances j�sted hereafter are based on gene�•alities and, under ceriain circumstances, shall yield to speeific raquuements. The surveyar shall assess any situaiipn by review of the overall plans and through cansultatian wiiii 1°esponsib�e parties as to the need for s�ee��c t�lerances. a. Earthwork: Grades for earthwork or rough cut shouid not exceed 4.1 ft. vertical toferance. Horizontal alignment for earthwc��'k and rougk� cut shauld not exceed 1.0 ft. tolerance. b. Horizantal aligntx�ent on a structure shall be within .Q.1 ft tolerance. c. Paving or cor�crete for streets, curbs, gutte�•s, parking areas, drives, alleys and wallcways shall be lacated wifhin the canfines of the site boundaries and, accasianally, along a baundary oi any otkier restrictive line. Away from any restrictive 1ine, these facilities should he stalced with an accuracy producing r►o mare than 0.05ft. tolerance fi'om theis' speci�'ie.d locations. d. Underground and overhead utilities, such as sewers, gas, water, telephane and electric lines, shall ba located horizontally within their �resecibed areas or easements. Within assigned areas, these utilities shouEd be staked with an accuracy prodacing no more than 4.1 ft tolerance from a specified location. e. The accut'acy required for the �ei�ical location of utilities varies widely. Many t�nderground utilities require only a minimum cover and a toleranc� of 0.1 �. should be maintained. iTnderground and overhead utilities on planr�ed profile, b�zt not depending on g�'avity flow for perFnrmar►ce, should not exceed 0.1 ft. tolerance. S. �ur�ey�r►g inst�'uments shali be kept in close adjustment accorcfing to manufaeturer°s sp.ecifications or in campliance to stanciards. The City reserves the right to request a calibration report at any time and reeo�mends regular maintenance schedule be perfarmed by a cet�ified technieian every 6 months, 1. Field measurements of angles and distances shail be done in such fashion as to satisfy thc c�osures and toleeances expi•essed in Aart 3.1.A. 2. Vertical locations shall be established from a�t'e-established henchmark and checked by closing to a different bench mark on the satne datutn. 3. Construction sur�+ey field work shall c�rrespond to the client's plat�s. irregularities or con�icts found shall be ��ported promptly to the City. 4. Reuisions, corrections and aiher pertinent data shall be lagged for future refe�•ence. C1TY OF FOItT WORTH VICK�RY BI.'VD RETAINING WALI. S'CANDAFZD CO�fSTRUC'170N 5PECIFICATIQN DOCUIvI�NTS City ProjectNo. 102446 Revised February ] 4, 2U18 017123-7 coNS'I'RUC'CTON ST,4KING AND SURVEY Page 7 of S 3.2 EI�AMTNATION [NOT i1S�D] 3.3 PREPAIZATION [NOT USED] 3,4 APPLICATION 3.5 REPAIl2/ RESTORATION A. If tlie Contractor's work damages or dest�•oys one of• more af the contra.I mon.uments/points set by th� City, the monuments shall be ad�quately referenced for expedient �•estoration. 1. Notify City if any contra� data needs ta 6e restored or replaced due to darnage caused during construction operations. �. Contractor shall perform replacem�nts and/or �•esiorations. b. Tl�e City may require at arzy time a survey "Field Checic" of any manument or benchmarks ihat ac•e set be verified by the City surveyors before further assaeiated work can move %�•vva�•d. 3.6 RE-INSTALLATION [NQT USED] 3.7 FIELD lort] SITE QiTALITY CONTROL A. It is the Contractor's responsibility to main#ain a[I stak�s and control data placed by the City in accordance with this Speci�cation. This includes easements and right of way, if noted on tha plans. B. Do not change or reloeat� stakes or contro! data without app��oval from the City. 3.8 SYSTEM STARTUF A. Survey Checi�s 1. T�te City res�rves the right to parfor�n a Stu-vey Check at any time deea�aed nec�ssary. 2. �hecics by City persorulel or 3''d pat�ty contracted su�•veyof• are not intended to relie�e the cont�•actor of hislher responsibility for acc�r.acy. 3.9 ADJ[ISTING [NOT iI�ED] 3.10 CLEANING jNOT USED] 3.11 CLO�EOUT ACTIVITIES [NOT US�DJ 3.13� PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED� 3.14 ATTACHM�NTS [NOT USED] END OF SECT�ON Revision I,og GITY 4�' PORT WORTH VCCKERY I3LVI? RETAINiNG 1�ALL STANDARD CONSTRUCTIONSI'ECIFICATIO�1 DOCLTM�NTS CiCy ProjectNo. 1Q244fi Revised Tebruary 14, 2018 Ok7123-8 CONSTRUCTIQN ST:4Ki1VCr AND SURV�Y Page 8 of 8 DATE NAME SUMMAItY OF CHANGE 8131I2012 D..Tohnsoo Added instruction and modified measureinent & payment nnder 1.2; added 8/31/2417 �, p�,�,�n definiteans and refe��nces under 1.3; modified 1.6, added l.7 closeout suhmiftal requuemenEs; modified I.9 Quality Assurance; added PART Z— PROAUCTS ; Added 3.1 installers; added 3,5 Repair/Ttestoration; and added 3.8 System Startup. Removed "61ne text' ; revised measurement and �ayment sections fo�• Consta•uc#ion Staking aud As-Built 5uevey; added 3•eFerence to selectian compliance with TC�C 211 412 0 1 8 M Uwen 2254; revised action and Closeout submittal requirements; added aoceptable depth measureme�it criteria; revised list of items reguiri�g as-built suivey °`during" and "after" eonstruction; and revised acceptable digitaj survey file format CL'i"Y OF FORT WORTH VICKERY BLVD RETAINING WALL STANi7AL2D C01�3STRUCTION SPECIPIGATION DOCUMCNTS E.iry !'raject No. 102446 Revisecl Pe6ruary I4, 2UI8 � �ection �� 71 23.0� - ��ach�n�r�� A S�r�ey S��kin� S��ndards February 2017 O:�Specs-Stds Governance Process�Temparary 5pec Files�Capital Delivery�Cap belivery �iv 01�01 i1 23.1fi.D1_Attachment A_5urvey Staking Standards.�acx Aage 1 of 2� These procedures are intended to pro�ide a siandard mett�od for construction staking services associa�ed with the City of Fart Worth projects. These are not to be considered all inclusive, but only as a general guideline. �or projects an TXDOT right-of uvuy or through joint TXDOiparticipatian, adherence ta the T'XDOT Survey Marrua! sha!! be folbwed and if a dascrepuncy arises, the TXDOF manual shaflprevail. (htt : onlinemanuals.txdot. ov txdotmanuals ess ess. df� If you have a unique eircumstance, please consult with the proj�ct manager, inspector, or survey department at 817-392-7925. Yable of Contenfs I, City af Fort Worth Contact Information II. Canstruction Colors {II. Standard 5taking Supplies IV. Survey Equipment, Control, and I]atum Standards V. WaterStaking VL Sanitary Sewer Staking Vll. Storm 5taking VIII. Cur� ancf Gutter 5taking IX. Cut Sheets X. As-i�uilt Survey 0:\5�ecs-Stds Governance Process�Temporary 5pec Fifes\Capital Delivery�Cap Delivery Div q1�Q171 23.16.01 Attachrnent A_5urvey Staking Standards.docx Page 2 of 22 � � Sur�e De ar�men� Con�kac� ln�orma#ion Physica! and mailing address: 8851 Camp Bowie West Boule�ard 5uite 3DD Fort Wor�h, Texas 7�116 Office: (817J 392-7925 5urvey Superiniendent, direct [ine: (817) 392-8971 Consfruction Colors T�e folfowing colors shall be used for stak�ng or identifying features in the field. Tf�is includss flagging, paint of laths/stakes, paint of hubs, and any identification sueh as �in �lags if necessary. PROp05ED EXCAVATION ALL ELECTRIC AND CONDUITS P�TABLE WATER GAS OR OIL TELEPHOlVE/FIBER OPTIC SURVEY CONTROL PO�NTS, BEiVCHMARKS, PR�PERTY CORNERS, RIGHT-pF-WAYS, AND A�L PAVING INCLUDING CURB, 51D�WALK, BUILDING CORNERS SANITARY SEWER lRRIGATION AND RECLAIMED WA7ER �� Standard SYakin� Supplies Color WH1T� � Y� LL�1 W QRAfVG� �'INIC Q:�Specs-Stds �overnance Process�Temporary Spec Files�Capital f?elivery�Cap D�livery �iv 01�0171 23.16.01 At#ac�ment.A_Survey Staking Standards.docx Page 3 of �z ltem Niinimum size IV. Sur�e � ui ment Con�rol and Datum S�andards A. City Benchmarks A!I city b�nchmarks can 6e found here: htt : fortworthtexas.. o� itsolutians G15 Look for'Zoning Maps'. Uncfer `Layers' , expand `Basemap Layers', and check on `Benchmarks'. B. Convenfional or Robotic Tatal Statson Equipment A minimum of a 10 arc-second instrume�t is required. A copy of the latest talibration report may be requested by tha City at any time. It is recommended that an instrument be calibrated by certified techn9cian at least 1 occurrence every 5 months. C. Netwark/V.R.S. and static GPS Equipment I� It is critical that the surveyor �erify the correct horizontal anci �ertical datum prior commencing work. A site calibration rr�ay be required and shall cansist of at least 4 control points spaced evenly apart anck in varying quadrants. Additianal fiefd checks of the horizontal and �ertical accuracies shall be completed and the City may ask for a copy af the calibration report at any time. Netwark GPS such as the Western Data Systems or SmartNet systems may be used fo�- stalcing of property/R.O.W, forced-main water lines, and raugh-grade only. No GPS stakin for conerete sanitar sewer storm drain final rade nr an thin that needs �ertical radin with a tolerance af U.25' or less is allowed. b. Control Points 5et C, Geoid model used, Exampfe: G�OIDI2A All control points set shafl be accompanied by a lath with the appropriate Northing, Easting, and Elevation (if applicable) of the point set. Contrvl pointS ean be set rebar, `X' in concrete, or any other appropriate item with a stable base and of a semi-permanent nature. A rebar cap is aptional, but preferred if the cap is marked `control point' or similar wording, Datasheets are required far afl control points set. Datasheetshould include: A. Horizontal and Vertical �atum used, �xample: N.A.D.83, Nor�h Central Zane 4202, NAVD 88 Ele�ations B. Grid or graund distance. — If ground, provide scale factor used and base paint coordinate, Examp{e: C.S.F.=Q.999125, Base point=North: a, East=Q 0:�5pecs-5tds Governance Process�Temporary Spec Files\Capital Delivery�Cap belivery Div 01�0171 �3.16.01 Attachment A_Survey Staking 5tandards.docx Page 4 of 22 E. Preferred Grid Qatum Although many plan sets can pe in surface coordinates, the City's preferred grid datum is listed below. Careful consideration must be taken to �erify what datum eaeh project is in prior to beginning work. It is essential the surveyor be familiar with coordinate transformations and how a grid/surFace/assumed coordinate system affect a projeci. Pralected Caordinate Systerr�: NAD_1983�StatePlane_7exas_North_Central_FIPS_42�2_Feet Projection: Lambert�Conformal_Conic Fa Ise_Easting: 19685�O,pfl000000 False_Northin.g: 6561fi66.66666667 Ceniral_Meridian: -98.5000000p 5tandard Paralle! 1: 3Z.13333333 Standard Parallel Z: 33.965G6fi67 Latitude_af Origin: 31.65666657 Linear Unit: Faot U5 Geographic Caordinate System: GCS_NorGF�_American_�.983 Datum: D North American 1983 Prime Meridian: Greenwich Angular Unit: Degree Note: Regardiess of wha# dat�m each pa�#itular project rs in, d.elrverabt�> to the City must be converted/translated Into this preferred grEd datum.l copy of the deliverable should be In the project datum (whaiever it m�y be) and 1 copy should be in the NAD83, i X Nortn Central �2G1 �.,ne. See Pre erred flle Namrn Conventlon 6el�w F. Preferred Deli�erable Forma# txt ,csv .dwg .jab G. Preferred Data Format P,N,E,Z,D,fV Point �Vumber, Northing, Easting, Elevatian, Description, Notes (if a�plicable) H. Preferrec! File Naming Con�ention This is the pre'Ferred format: Ci#y Projeet Number_Description_Datum.cs� Example for a praiect that has surface coordinates which must be translated: File 1: C1234TAs-built of Water on Main 5treet_Grid NAD83 7X5P 4202.cs� 0;\5pecs-Stds Go�ernance Process�7emporary 5pec Files�Capital U�Iivery�Cap Deli�ery Div �1�0171 23.16.01_Atkachment A_Survey Staking 5tandards.docx Page 5 of z2 File 2: C1234 As-built af Water on Main Street_Project 5pecific Datum.csv �xam le Cantrol S�akes �:\Specs-Stds Gavernance Process�Temporary Spec Files\Capital Ueli�ery�Cap Delivery Di� 01�p171 23.16A1 Attachment A_Surv�y 5taking Standards.docx Page 6 of 22 � � � � � � � L.� l� C� Li.l m � � Z � � � � � 1�1� � -- W , � L =}I .� _ W ..� i� � �� _s: � �^ �. r �, CL � � � �-�` � ,� � .` 1 CP Y � �L � 2 � �. J (11 [1J J m � � d � W m � � � � � � � F-- _ � � � � � J Q J � � � � � O J Q --��, �� I '4 � Z � �-- 4 �' W � W EL. = 1 D0. QD' U� W H � Z G � C� C� , •� � � � W � � Q .� LL' � C7 Q _ � �- � � — 2 a Cf7 � � _ J � L� ~ W � � (�] � w � ` ri N=5000.04 E=�C}i�0.0� � _=^� 1l. l�a�er 5takin S�andards O:�Specs-Stds Governance Process�Temporary Spec Files�Capital Delivery�Cap Deli�ery Di� 01�0171 23.16.Q1_Attachrr�ent A_Survey 5taking Standards.docx Page 7 of 22 A. Centeriine 5tak'sng — Straight Line Tangents I. Qffset lath/stakes every 2�0' on even stations ll. Painted blue lath/stake only, no hub is required III. Grade is to top af pipe (T/PJ for 12" diarrteier pipes or smaller lV. Grade to flow line (F/L) for 16" and larger diameter pipes V. Grade should be 3,50' below the pro�osed top of curb line for 10" and smaller diameter pipes VI. Grade should lae 4.D0' below the propnsed top of curb line for 12" and larger diameter pipes l/ll. Cut 5heets are required on ali staking and a copy can be received from the survey superintendent OptionaL• Actua! stakes shall consist of a 6QD nail or hu6 set with a whisker B. Centerline Staking - Cur►►es I. If arc {ength is greater than 140', POC (Paint of CurvaYurej offset stakes should he set at a 25' interval IE. 5ame grading guidelines as above III. StaEcing of radius �oints of greater t(�an 100' may be omitted C. Water Meter Boxes I. 7.0' p�rpendicula.r offset is preferr�d to the center of the hox II. Center of the meter shou�d be 3,0' behind the proposed face of curb Ill. Meter should be staked a minimum of 4.5' away from the edge of a dri�eway IV. Gracle is to top of hox and should be +p.06' higher than th� proposed tap of curb unless s.hown otherwis� an the plans b. Fir� Hydrants I. Center of Hydrant should be 3.0' behind proposed fac� of curb IL 5urvey offset stake should be 7.0' from the center and �er�endicular to the curb line orwater main III. Grade af hydrants should be +0.30 higher #han the acijacent top of curb E. Water Valves & Vaults I. Offsets should be perpendicular to the proposed water main II. RlM grades should only b� provided if on plans ��ample 1Vi1la�er 5�akes 0:�5pecs-Stds Go�ernance Process��mporary 5pec Files�Capital belivery�Cap Delivery Div 01�0171 23.16.D1_Attachment A_Sur�ey Staking Standards.docx Page 8 of 22 a � �� } � � �� d 7' 0�5 � W�L c STA=2tQD � C-�,52 � ��4 ? H LL � � � :t �� r^, `�, . � � � � �� z ��_� U � � %� ��S � ��L � STA=1+72.91 �.C-3_81 � � � � � o � IJ1 � � " � � �aiz a..� yu�.i�' m4 1 � � o� �a �� zw � J C9 � Q �' o o� �w � � � � � �� x� �x `� � �s � � 7•� � � q�� : � s � � a � � � �- 41 W <i � -� a� � � �� z � �� .. �. U - '� � 0 �+ �TA=O+Ob ;� �� -3.76 � _� — _ � . Ei.l ❑ � � d � � � � � ,w+ - �oa, Ca 4 • �T _ W❑ F� � � � f Ep � VL 5ani�ar� Sewer Stakin� r �a �� S �m� � �� x� C � � � � �� E g �� W �� W �� &�� W� �� 0:\Specs-Stds Go�rernance Process�Temporary Spec Files�Capital Deli�er-y�Cap Delivery Div D1�0171 23.Z5.01_Attachment A_Survey SYak�ng Standards.docx Page 9 of 22 A. Centerl3ne Staking — Straight Line Tangents I. In�erts shall be fi�ld verified and campared against the plans before staking II. Painted gr�en lath/stake WITH hul� and tack or marker dot, no flagging required Ill. 1 affset stake between manholes if manhales are 40�' or less apart IV. Offset stakes should bs located at even distances and perpendicularto the centerline V. Grades will be per plan and the date of the plans used should be nated V!. if multiple lines are at one manhole, each line shall have a cut/fil{ and direction noted Vll. Stakes at every grade break VIII. Cut sheets are required on all staking Optional: Actuaf stakes sira!! consist of a 60D nail or hub sei with a whisker B. Centerline S�aking — Cur�es I. If arc length is greater than 1Q0', POC (Point of Cur�ature) ofFset stakes should be set at a 25' interval II. 5taking of radius points of greater than 100' may iae amitted C. 5anitary Sewer Manholes I. 2 offs�t stakes per rnanhole forth� purpose of providing alignment ta the contractor II. Flowline grade should be on the lath/stake for each flovvlin� and directian noteci III. RIM grade should only be on the stalce when provided in tfi�e plans O:�Specs-5tds Governance Process`Temporary 5pec Files�Capital Delivery�Cap Deli�ery Div 01��171 23.15A1_AttachmentA Survey5talcing5tandards.docx Page 10 of 22 Example Saniiary Sewer Stakes �r � �� d� �$ ��' + _�N �� I-- `� �� , �, R - � � � � �° `. + � � � � 7� }��/S �, SS � � sra�a}r� �u, c-am �� c-a� ! a c-q� � � � �) � �i LL p � � � a � ��"� � f � . �/ � �' �] � Ij h�J N � � � i I f �� 2'�a/s r� ss II� �I srn-3+71�� e_3� �z c_a� � �a� r `�` �"�EY� � —1 � W � � �i � � � ,� � � � � , �— � � 4 � �� ,.� �� : � � k �� .. �'� �] � '� i' t�/s � s� II �'r�=�±a� II � c-n.� ,� i �y JL ..E1 � W � ��.• L� o f a � � � � � � � 4, � Y ��I � �� ; �� ' � �� r� r�� .q C3' �'r�vr � � �" + � �;� m e�t �• + �' � �' ' � � �� . � �� $� � � — �`-._ � - ' '` .^�� 7' }�f�+ � SS J��rn,�n+oa�Gz c-s�]jt'�u,� �-s��- �'td � � � � W ' �� a � �-- � -- �� `� _�a — � ��. �� _ _ � � (�] � i z� _o fs � 55 �� ra��+�l� �x �-� I�� v� C-s�-11 � a-4 � f I �� a �; � _� f �� F �� O:�Sp�cs-Stds Go�ernance Process�1"emporary Spec Files\Capital Deli�ery�Cap �efivery Div 01�0171 23.16,p1_Attachment A_5urvey Staking 5tandards.docx Page 11 of 22 VII. 5iorm Sewer 84 Inle� ��a�i� A. Centerline Staking—Straight Line Tangents I. 1 offset stake e�ery 200' on even stations I1. Grades are to flowline of pipe unless otherwis� shown on plans fll. Stakes at ev�ry grade 1�reak IV. Cut sheets are required on all staEcing Dptional: Actual stakes sha!! consist of a 60D nai! ar hub set with a whisker $. Cenierline Staking — Curwes I. 1f arc I�ngth is greater than la0', POC (Paint af Curvature) ofiFset stakes should be set at a 25' inter�al II. Staking of radius pvints of greater than 1.OD' may be omitted C. 5torm Drain Inlets I. 5taking distances should he measured from end of wing IL 5�andard 10' Inlet = 15.00' tota! length IIL Recessed 10' lnl�t � 20.00' total length IV. Standard double 1.0' inlet = 25.67' tatal length V. Reeessed double 10' inlet � 30.67'total length D. 5torm Drain Manholes L 2 offset stakes �er rrianhole far the purpose of praviding alignment to the contractor I�. �lowlir�e grad� should be on the lath/stake for each flowlin� and direction noted III. RIM grade shauld oniy iae on the stalce when pro�id�d in the plans 0:\Specs-5tds Go�ernance Pracess�Ternporary Spec Files�Capital Delivery�Cap Deii�ery Div 07.\OZ 71 23.i6.01_Attachment A_Survey Staking Standards.docx Page 12 of 22 Example_Storm inler Stakes FF�C�NT {SIpE FACING �} Llf'i4.�f1 (]DE Fl�L'JNC R.aH.j Pes...! i - � �ti i+na �v,anaV m i I � � � m 0 T 2 � � � � .,.� . �,r� iF THE 1MN4 =i � i .. STAKEO �' -� � -� sr�nau � � S1£0 ON F"LAl�SJ i I�EN11� QRADE ,�f' T� TUP OP CUR9 �� + ri ��` �} �AkNIIF�S 4RAUa ' �'q Fl1 �IVLil�6� � .� �� L7 �k.r[ l (9�E FAl;7MG p.QW.) var�r � . H� aa+��oa � i �R�N T (�IDE FAGI�IG �) o� � � a � � � 2 � � � � I � i �4. nr� itfi�. � !k OF ..iE S+Mr i gr -' 3i' ".f�� T/C � I� � � � � ..�� _ �1�[AC� s F�� — STAHaARD ' ' �--�� " �— _ M_� �Ani r��, BkqC CF CUIaB — — ^ FL{�NA.INE — _. — —FDGE� �F PA�)tMEN7 10 — 1S RF�C£5SEp 16' Q 2d' srallo�o nous� �a' � 2s.�x � RECE53ED DOUBLE 10° — aa.sr -- —^ � � � � � `� g.� .—. T. w. ..._ _. — — — — — — — — — ^ � � � I BdCfC OF INIFT � I'• '.�,C - y'•• - � .1: � :Ji' ' ' ~� �i ". .`; �s �I ' �t��a� :: d I .•,' �� .: � I '' j -. � � .� .. � FACE 4F ii{LET mGE OF PA44AEh1T „� � - ,r - E CF INLET • • - OF B?.CK OF CUR9 — — Fl.DS4LNE � �E06E OF PAV�h�ENT-- 0:�5pecs-5tds Go�ernance Process�Temporary Spec Files�Capital Delivery�Cap Deli�ery Div 01�0171 23.Z6,01_Attachment A�Sunrey Staking Standards.docx Page 13 of 22 VIII. Curb and Gutter Stakin� A. Centerline 5taking — 5traight Line iangents V. 1 offset stake every 50' on even stations VI. Grades are to top of curb unless otherwise shown an plans VII. Stakes at every grade break VIII. Cut sheets are required on all sta[cing Optronal: Actua! stakes shaf! consist of a 60D nai! or hub set with a whisker B. CenterlineStaking—Curves lll. If arc length is greater than 1Q0', POC (Point of Curvature) offset stakes shaulcf be set at a 25' interval IV. Staking of radius points of greater than A00' may be omitted Q:\5pecs-StdS Governance Proeess�Temporary Sp�c FIIes�Capital Delivery�Cap Deli�ery Div 01\0171 23.16.03_AttachmenY A_5urvey 5taking 5tandards.docx Page 14 of 22 �xamt�le Curh & Guf�er Stakes FR�NT (sia� F,�cir�c �) FR�NT (51DE FA�GING �� p/� �/ I 4 B/'�1.,+f\ � fl � �!� � - ��: � �T pcar � or Nrr FC �I + � �_� �RON i {SIpE FACINIi ¢,� FRONT ,�„�,�, � (9�E FACINC �} pP1HT OF ��oar d , � � ;�� , P7 r/c {SIDE FACiNO R.O,W j r}� ro Q � � v a ?dNT �j HUB EI:EVATI�i �� . ._ . 1=R � �� {kl I �t§ + � a�, I l I I � � � � III I ii �'TIc! ' r' F.°� i �� — o I I[ I n�o��aN _�I�l o V� I ro�oa�s rCrwrs --r-x"' I �1 J� � ii �� fj�1 ��` 1 i i s --- ... �.,... ,. � � � � � � �� r � j •�_ � __ � �itr� � r�� {� �r +! � '� .� �rcv � ! ! � \�Q� /!{ f I f ,� ! 1 � ,� � f ! �� ,� � � f t �;��.��- ,��, �r / — �--�—�,-- � 7L7P �F ClJ R B '' — � � � rr� �.��' ��.�� 1 -- -----'�-�� "' r _,,_Y � { r i �� I r� ��... �'��.�r� ��f�' B�iGK ��' CURB`��, •�y��'-' r�r �k��,~y--~ ,�,r.� r�x1. �� f �Fr � r� r �� F�iCE 0�' CUR�`'�"�1�� i 'xr.�-"".--" �r�� _��.a�— ,�� .o�.�r�� EDGE OF PA�dEME3UT �xample Curb & �u�fer 5takes afi Iniersectian O:�Specs-Stds Govsrnance Process�Ternporary 5pec Files�Capital Delivery�Cap Deli�ery Di� 07.�0171 23.16.01_Ai�achme�t A�Survey Staking 5tandards.docx �age 15 of 22 � � ,a � � � my.�� ` to' o/s��srn=z+ao�l � F+o� � w o � � t � �. ,0 � � --- � 1 p . - - _ 11 ! i :� �� o- �. _.. ._._. _ y *�--- rl--- o- --- R ; ` ,o i � :� � 0 m ,0 L -- � � �� ;€ ; ;�� 4 !. . � ��- � 4: R � ' �. � �'�1f�f -{� �% f f J � . � 9 � � � O` �� 9 , �� o� �� ' e \ � ., ��Y � �� r Y `�� ,D 4 � .�. , 1-o-- � a -� i aF 1. 7�J0.� �ry ' y � — � � }lb �� i � i i I . � 4 �� o �r a ��1 4 4 . �� a:\Specs-Stds Governance Process�Temporary 5pec Files�Cap9tal Delivery�Cap Delivery Div 01�0171 23,15.01_Attachment A_Survey 5taking 5tandards.docx Page 16 of 22 IX. Cut Sheefs A. Date of field work B. 5taking Method (GPS, total station) C. Project Name b. City Project IVumber (Example: C�1234) E. Location (Address, cross stre�ts, GPS coordinate) F. Survey company name G. Crew chief name H. A bl�nk templa�e can be abtai�ed from the s�rvey sup�rintendenY (see iter►� i abo�] Standard Ci�v Cu� Sheet Date. ❑ TOTAL �taKing Niethad: ❑ GPS STAT[ON LOCATION: City Project Number. Project Name: ❑ OTHER CONSULTAMTIC.ON7RACTOR SURVEY CRE1N INITIALS ALL GRADES ARE TO FLOWLIN� OR TOP OF CURB UNLESS 07HERW�SE �nTFF� PT # STATION OFFSE7 p�SCRIPTION PR��' STAKEQ , C��. .� �ILL -LTI+R7 GRADE EL�V. 0:�5pecs-5tds Go�ernance Process�Temporary Spec Files�Capital Delivery�Cap Delivery Div q1\07. 77. 23.16.01_Attachment A_Survey 5taking St�ndards.docx Page 17 of 22 X. As-huil� Suruey A. Definition and Purpose The purpose of an as-built survey is to �erify the asset was installed in the proper location and grade. Furthermore, the information gathered will be used to supplement the City's GIS data and must be in the proper format when submitted. See section 1V. As-built survey should include the following �additional items may loe requestedj: Manho�es TQp of pipe elevatians every 250 feet Horizontal and vertica! points of inflection, curvature, ete. (A!1 FittingsJ Cathodie pratection teststations Sampling stations Meter boxes/vaults (A!! sizesJ Fire lines Fire hydrants Gate vafves (rim and top of nutj Plugs, siub-outs, der�d-end lrnes Air Release valves (Manhale rim and ver+t pipeJ 8low aff valves (Manhole rim and vafve lydj Pressure plane valves Cleaning wyes Clean outs Casing pipe (each endJ lnverts af pipes Turbo Meters D:\Specs-Stds Governance Process\Temporary Spec Files�Capital Delivery�Cap Delivery �iv 01�0171 23.16.01_Attac�ment A_5urvey Staking 5tandards.docx Pag� 18 of 22 B. �xa.mple Deli�erable A hand written red lin� bythe #ield surveyor is acceptable in most cases, This shoufd be a copy af the plans with the point number noted by each asset. If tf�e asset is missing, then the sur�eyor should write "ND i:�-tJUND" to notify the City. O:\5pecs-5tds Ga�ernance Process\Temporary Spec Files�Capital Delivery�Cap Delivery Div Oi\0171 23.15A1_Attachment A 5urvey Staking 5tandards.docx Page 19 of 2� � � � ��I�� ?� � ��' � ��.�. ' � �U� z � i , . � � � !� `! � ,�.i C ,� ��n�'� � k� �„ � � � � I�� *y� ' � �u!��: �� `` �� Y I 4 , � '�� ". E��3i+ ,� q i �� r� � �� : �-R , � � SI �� ' � � � �� `" �� s � Ik''� + t 3 Gs F. F k`� �� F;� �tis'�: ��i � _, � �`# _ �� L � ,1� � � � � � �� - 5,J ! �4 i! � � „ _._. � , , � ,�x „, Fa�----�-- �.:.. . : -_..�--" a-=� n rt__ .__ ". a'.,r'.'_h'YS�df'1'iF-7�Y.��ira� - �- �i "1Gi��v-�--' -��.+:'�. _ ��i � � �1 . —��1P`liF. —r—_ ' '�'„ - i� � ?�i1 r- ; .�y��r6,��':,. .I:� .�� i::�� f �:I' S r :1'.2� �� 14 �r�7iS. . . I ' � I . . _., +j �� 1 � - i -_' --°L.�' �:f. .- ---- -�� S �'-�-:'— !' �J�I" _�= ; —�'�. -- .. - - _ '�F�a'� i ji _J_��II. _—_ _ _- I � ..Yt ��' _J; } � � .--�-;'• v��".I_ _.'! 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'�I� . .�:I�-. .. „7 �� . . ._ ..-'-- - .i.. . � ; .. .�,;!:.. _ + �� ''_ �` '��' ...I!f�' i, . ; ; .i' , ,�, �� ', � I � � � � .:�..._. - .".:�- �- ,�� ;�i �'��I"� -.:J',.,,� f .::.,.�r; ..... :I;- `;.; ��f, 3;�� I. �"'� ' �,I�::.�' :�!°, �'..�. ;��, !T.:,_.��"�._:, _� � ��'� � _ w�.. . ..�.,. �„ ..�..�.� ' � _�: ,.� ,�. ' ' I 4 ; � I � . � '. .y i ! I 23.16.�1_Attachment A_5urvey Staking Standards.docx page 22 of 22 o:�s 1a1 �1 23.16.�1_Attachment A_Survey Staking Standards.docx Page 23 of 23 Obviously the .csv or .txt file cannat be signed/sealed by a surveyor in th� format requested. This is just an example and a�l this information should be noted w�en deli�ered to the City sa it is cl�ar ta what coordinate system the data is in. POINT NO, NpfiTHING fASTING EEEV. 1 69a6257.189 229H079.165 2 69G6260.SB3 229G052.i41 3 6946307.999 2295036.306 q 69452ZU:582 2295411.Q25 5 6946195,23 2296015,116 6 594619U.528 2296fl22.721 7 6946136.012 2295992.I15 8 694.600�,z67 2295919.133 9 699fi003.�56 2295933.418 30 6945984.677 2z9588D.52 li fi54598$.473 2Z95869.892 12 6945895,Q77 a2358S�,962 13 6945896.541 2Z95862:188 14 6945934.286 2295841.925 15 6945936.7�7 2295830.AA1 1fi &945835.678 2Z9S799.707 17 G90.5817.488 2295627.011 18 6945759.776 2295758.Fi43 19 8945768.SG9 zZ95778.42R 20 fi945743.318 ��55788.392 21 6945723,219 i�95754.39A 22 6945G8Z.21 2295744.22 23 6945521.402 �295S69,A71 24 6445643.467 229573fi.03 25 6945571,�53 Z295555.195 26 6945539.498 2295667,803 27 6945519.834 2795G19.d4 28 6945417.�79 �295584.27 29 6945456.557 2295643.145 30 6945387.356 2295547:101 31 5945370.688 22956Q6,993 32 6945383.53 ��95510.559 33 69d5321.2�8 2295551.165 34 6445319.365 ��JSSi9,3�8 35 89a5Z42.289 �T9557U ]t5 35 &9k5233.fi24 'fi955da 1::5 37 6945206.483 �Ft]552�,�:,5 38 4�+�E�Qf��SS 2295i37_6uG 39 G`.]44111.4A5 1i�955i4333 40 {-`.'t�w4!:,QY 22°5577 '�AS 41 6tiA54M1].��-0 2�95552,d75 A2 6945018.878 z�v55�7.ie3 43 69A5006.�97 �2915 tl 8.1 i6 44 S9A494R.7&2 t21552J L35 45 fi9+�Q943.432 .'.�J�596 +179 46 89&4B6D.416 229553t.�97 DE5CRI p710N 726.09 SSMH R!M 725.668 GV RIM 726.85 GV ftlNi 723.358 SSMH RIM �zz.�x3 �v RiM 722.325 FH 719.448 WM RIM 713.33i WM RINI 713.fi52 Cc� RIM 311.552 55MH R!M 71Q.046 WEVI RlM 707.72 Ihf�^ R�^�! 708.205 �NhS Htl`h 709,467 WM �;fM 71p.084 CO RIM 707.774 55MFI RItv1 708,39Z SSMH REM 711.218 S5MH RIM 730.0$5 GV 41M 71liii33 64'$IM 77.�_649 CrY 41,^A 71h.G8G W 7,'+ R; Y1 723.76 whA r.f".9 719.�3! CRHhM 7Z7SSd 4'� ;":i RtM �zs.�z� wr� r,r.� 732.684 WM R!�1 7aa:sz� vwr,e a; :, 736.457. C4 MI,"d 740,756 G4 �ti�{ 7A0.975 �V I�i"d 740.4fl8 rrl 746.34 4'Jkr �I IWt 7A5.3TF C€F li; :9 343A�'J 4:�M RIk� ��y.Ti1 �.R.14� I{t�Y� 3il.Q5R kL'h1 RI�R �sa.Hs3 v:�c,� ^�M 751.871 WM f;+M %J�Z.Z57 SSMf� �FI� 751.79 WM RIM 751.88 WM RIM 752.615 Wlvf RIIVf 752.801 WfN RiM 752.156 WM RIN! 3 ;7 :-�5 5R�It3 R;"," . �. i . i , � , , � i , f .},� � ' � � ; i . . . � r, ,r ' :i ,i',� .� . i . � .- � - � � � � . . I sr' � tv 1:� +° � • � �_ r' i � r; , .' • + � � . � �, I . �i�"'� �� - {' . f.�5� �F 'k � l��. �r �,.�.a :�,� } '�5 71NI�� , c� +i ��5' , �'� 'I , , O:�Specs-Stds Governance Process�Temporary Spec Files�Capital Delivery�Cap Delivery Div 0��0171. 23.16A1 AttachmentA_5urvey5taking5tandards.docx Page 24 of 24 C. Other preferred as-built cleliverable 5ome �endors ha�e indicated that it is easier to deliver this informatian in a difFerent format. Below is an exar�ple spreadsheet that is also acceptable and can be obtained by request fror�n the sur�ey superiniendent. 0:�5pecs-Stds �ove.rnance Pracess�Temporary Spec Fiies�Capital peli�ery�Cap Delivery Div a�.�D171 23.16.01_Attachment A_Survey 5taking Standards,docx Page Z5 of Z5 O:\5pecs-Stds GoVernance Process\Temporary Spec Files�Capital Deli�ery�Cap �eli�ery biv 01\0171 23.16.01_Attachrnent A_Surrrey Staking Standards.docx Page 26 of 26 017423-I CLEANING Page 1 of 4 SECTION 0174 23 CLEANING PART1- GEN�RAL 1.1 SLTMMARY A. S�ctiQn Includes: 1. [ntermediate and final cleaning for WorIc not includrng special cleaning of closed systems specified elsewhere B. Deviations froin this City of Fort Wo�'t� Star�dard Specification l. Nane. C. Related Specifcation Sectians include, but a�'e not necessarily limited to: 1. Divisian 0— Bidtling Requiremen#s, C.ontract Forms and Conditians of the Contract 2. Division 1— General Rec�uirements 3. Section 32 92 I3 — Hydro-Mulchin�, Seeding and Sodding 1,2 PRICE AND PAYM�+NT PROC�DURES A. Measurem�nt and Payment 1. Work assaciated with this Itein is conside:red subsidiary to the �arious Items 6id. No separate pa�rnent will be a[[owed for this Item. 1.3 REFERENCES jNOT USED] 1.4 ADMINISTRATIVE REQUTREIVI�NTS A. Scheduling 1. Schedule cleaning operations so that dust and athee contacninants disturbed by cleaning pracess will not fall on n�w�y painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspectian. �.5 SUBMITTALS jNOT [TSEDJ 1..6 ACTION SUBMLTTALS/INFORMATIONAL SU�MITTALS [NOT U�ED] 1,'� CLOSEOUT SUBMITTALS [NOT USED] 1.8 1VIAiNTENANCE MATERIAL �UBMITTALS [NOT IISED] 19 QUAL�TY ASSURANCE [NOT USED] 1.10 STORAG�, AND HANDLING A. Storage and Handling Requi�'ements 1. Store cleaning pr•oducts and c[eaning wastes in cantaine��s specifically designed far tk�ose materials. CITY QF FORT WORTH V[CKERY BLVD RETAII+IING WALG STANDARB CONSTRUCTION SPECIPICATION DOCUM�NTS Cil� Projcct Nn. 1Q2446 Revised July l, 201 l oi �az.a-z CiEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS jNOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNI�HED [��] OWNER SiIPPLIED�'RODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with sw•face being cleaned 2. New and u�eontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] �.4 SOIIRCE QUALITY CONTROL jNOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.� EXAMINATION [NOT USED] �.� r�PAxATtort �voT us�n� 3.4 APPLICATION [NOT USED] 3S REPAIR / RESTORATYON [NOT USED] 3.G RE-INSTALLATION jNOT USED] 3.� FIELD [o�] SIT� QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 AD,IiJSTING [NOT USED] 3.10 CLEANING A. General 1. Fi•event accumulation of wastes that ceeate hazardous conditions. 2. Conduct cleaning and disposal operations to comply witl� laws and safety orders of goveining authorities. 3. Do not dispose of volatile wastes such as mineral spi�'its, oil ot• paint thinner in stortn ot' sanita�•y drains or sewers. 4, Di�pose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site pr in an alternate manner appraved by City and regulatory agencies. C1TY OF FdRT WORTH VICKERY BLVD R�'T'AINING WA3,L ST.4NIlARD CONSTRUCTION SPECIFICA7'ION DOCUMEI�TS City Project3Yo. 102946 l2avised ]uly l, 20] 1 O17�23-3 CLEANIIdG Page 3 of 4 6. �IandIe matecials in a controlled matuier with as few handlings as possible. 7. Thoraughly clean, sweep, vaash and polish all Work and equipment associated with this project, 8. Remove all sig;ns of temporaiy constructiot� and activities incidental to cansCruction of requieed permanent Work. 9. If pi•oject is nat cleaned to the satisfactian of the City, the Cily reserves the right to have the cleaning complet�d at the expense of the Contractor. 10. Da not burn on-site. B. Intermediate Cleaning during Construct�an l. Keep Warlc areas clean so as not to hind�r health, safety or convenienee of personnel in existing facility operaEions. 2. At maxim�i� vae�lcly intervals, dispose af r�uaste materials, deb�•is and rubhish. 3. Conf�ne const��uction debris daily in strategica[ly located container(s): a. Covei• ta preve�t blowing by wind b. 5tore debris away fi•om constructiort or operational activities c, Haul from site at a minimum a� once per week 4. Vacuum clean interior a�'eas whe�� ready to recei�e finish painting. a. Continue �acuum cleaning on an as-needed basis, until Final Accep.tance. 5. Prior ta storm events, thoE•aughly clea�� site of all loose or unsecured aterns, which inay becoine airbarne ar ttanspoi�ted by flowing water during ihe storm. C. Cnterior Final Cleaning 1. Remo�e �rease, mastie, adhesiv�s, dust, dirt, stains, �ngerprints, labels and other foreign materials fi•om si�ht�exposed surfaces. 2. Wipe all light[ng fixture reflectors, lense5, lanlps and tt•ims elea�l. 3. Wash and sl�[ne glazing ar�d mirt�o�•s. 4. Polish glossy surfaces to a clear shine. S. Ventilating sysfems a. Clea,n perman�:nt iilters and replace dlsposable f Iters if units wet•e operatec! during cons#ruction. b. Glean elucts, b�owef•s and coils if Units were operated �ithout filters during constr��ction. 6. Replace all burned out lamps. 7. Broom clean pracess area flooi•s. 8. Mop of�ce and control room floois. D. E�terior (Site o�• Right of Way) Fina[ Cleaning I. Remave t�•ash and del�ris containers from site. a. Re-seed areas dist�rbed by location of trash and debris containers in accordance witlt Section 32 92 13. 2. Swee�a roadway ta remove all racks, pieces of asphalt, concrete or ariy other ovject that may hinder or disrupt the flow of traffic along the raadway. 3. Clean any interior areas including, but not limited to, vaL�lts, inanho[es, structures, junction boxes and inlets. C1TY OP PORT WORTH VICKERY E3LVD RETA3NIIYG WALL STANDAItI] COIVSTRiIGTIQN SPCCIFfCATIQN DOCUMENTS City ProjectNo. 1p2446 Revised duly 1, 2011 ai�az3-a CLEANING Page 4 nf 4 4. If no longer required for majntenance of ecosion facilities, and upon approval by City, remove et•osian control from site. S. Cjean signs, liglats, signals, etc. 311 GLOSEOUT ACTNITIES [NOT USED} 3.12 PROTECTION [NOT USED] 3.13 MAINT�NANC� [NOT USED� 3.1.4 ATTACHMENTS [NOT iTSED] END OF S�CTION C1TY OF FORT WORTH V1CK�RY SLVI] R�TAINING WALL STANDATiD CONST[tUCTTdN SPEGI�'ICATIpN DOCUMENTS CiryProjectNo. IQ2446 Revised Iuly I, 20 i 1 O17719-I CLOS�,Ot1T REQLIiRCMENTS Pabe l af 3 I� 3 PART 1 - GENF'RAT, 4 1.1 SiJ1VIl1�ARY SECTION 01 77 19 GLOSEOL]T' REQ[JIREMENTS 5 A. Sect�on Includes: 6 I. The procedure for closing aut a contract 7 B. Deviations from this City of Fort Worth Standat•d Specification 8 1. None, 9 C. Related Spec�'icati�n Sections include, 6ut are not necessa��ily limited I:a: l0 l. Divisian 0--Bidding Requieements, Contract Forms and Con.ditions of tk�e Contt•act l I 2. Division 1—General Requu•ements 12 1.2 PRIC� AND PAI'�T PROCIDURF;S 13 A. Measurement and Payment I4 1. Work associated with this Item is considered subsidiary to the various Iteins bid. 15 No separate payment will be allowed for this Item. 16 1.3 Ft +, +.RFIVCES [NOT USED1 17 1.�4 ADMI1vISTRATIVE .RTaQTTIRIII�INT� I8 A. Guar•a.ntees, Bonds and �da�its 19 1, No application for final payment wiil be accepted until all �uarantees, 6onds, 2a certif'icates, [icens�s and affidavits requiredfor Work or ec�uipment as specifedare 21 satisfactorily filed with the City. 22 B. Release of Liens or Claifns 23 1. No application for final payment will be accepted unti] satisfactory evidence of 24 release of lie�is has been submitted to tlae City. 25 1.5 SUBMITTALS 26 27 28 29 36 3l 32 A. Su6rr�it all required documentatian to City's Project Repr�sentati�e. 1.6 INFDRMATIONA,L S[TBMITTALS [NOT U5ID] 1.7 CLOSEOUT SUBMITTALS [NOT IISID] PART 2 - PRODUCTS [NOT IISEDj C1TY OF FdItT WORTFI VICI�ERY BLVD RFTAINING WALL STAND�RD COAlSTRUCI'ION SPECIC'ICATION DOCUMk:NTS City PrujectNo, 10244d Aevised Marctt 22, 2021 01 77 l9 -2 CLOSEQUTItEQUR2�MENT5 Paga 2 of 3 I PART 3 - EXECUTTON 2 3.1 INSTALLERS [NOT USID] 3 3.2 EXANIINATION LNOT USID] 4 3.3 PRFPARATION [NOT USED] 5 3.4 CLOSEOUT PROCIDiJRE 6 A. Prior to requesting Fina! Inspectian, submit: 7 1. Project Reco�•d Documents in accordance with Section O 1 7$ 39 S 2. Operation and 1Vlaintenance Data, if requu•ed, in accordance �v#th Section 41 78 23 9 1Q 11 12 13 14 15 ib 17 18 19 2a 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 B. Prior to requesting Final Inspection, perform frnal cleaning in accordance with Section �I 74 23. C. �'irialInspection l. At�er fmal cleani�g, pro�ide notice to the City Project Representative that itae Work is completed. a. The City w�ll make an initial Final Inspectionwith the Contractorpresent b. Upon carnpletian of this inspection, the City will notify the Contractor, � writing withjn l0 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. ITpon receiving written notice fi•om the City, immediately undertake the Woi•k required to remedy de%ciencies and compkete the Wo��k io the satisfactian of the City. 3. The Right-of way shall be clea�-ed of all construction materials, barricades, and temporary signag�. 4. Upon completion of Work assaciated with the items Gsted in the City's wi-itten notice, inform the City that the required Work has been completed. Up�n receipt of t�is notice, the City, in the presence of the Contractar, will make a subsequent Fir�al lnspeetion of the praject. 5. Pravide all special acce�saries required to place each item of equipment in full o�eration. These special accessory items include, but are nat limited to: a. Specified spare pa�•ts b. Adequate oil and grease as required for the ��•st lubrication of the equipment c. Initial fiil up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheel� h. �ther exp�ndable items as required for itiitiai start-up and operation of all equipm�nt 38 D. Notice of Project Completian 39 1. Once the City l�roject Representative fir�ds the Work subsequ�nt to Final inspection 40 to be satisfactory, the City r�s�ill i�sue allotice of Pt•oject Completion (Green Sh�et). 41 E. Supparting Documentation C1TY OF FORT WORFH VICK�RY BLVD RETASNING W11LL. STANDAf�D CONST1tUGTjON SPECIFICATION L?OCUMENTS City Projeet No. 102446 Re�ised March 22, 2U21 01 77 C9 -3 CLOSEDUT REQUIR�MENTS P�e3of3 1 1, Coordinate with ihe City Project Rep�•esentative to complete the following 2 adcEitional forms: 3 a. Final Payinent Request 4 6. �taternent of Contract Time S c. Affidavit oi'Payment and Release of Liens 6 d. Consent o� Surety to Fina1 Payment 7 e. Fipe Report (iirequi��ed) 8 f. Gontractor's Evaluation af City 9 g. Perfo�•mance Eva[uatian of Cantractor i0 F. Letter of Pinal Acceptance I 1 1. Upon revi�w an�! acceptance of Notice of Profect Completion anti Supporting 12 Documentation, in accol�dance with General Conclitions, Gity will issue Letter af 13 Fina[ Accepiance and release the Fina[ Payment Request for payment. 14 3.� REPAIR 1 RESTORAT[4N rNOT LTSID] 15 r� 17 18 I9 3.6 R�INSTALLATION jNOT USID] 3.7 FTELD �o�� S�TE QUALITY C4NTROL [NOT iTSID] 3.8 SY�TIIVI START[JP [NOT USID] 3.9 ADJU�TING [NOT ZTSEDj 3.I0 CLEAN[N� [NOT iT��;D] 20 31i CL05EOI]T ACTIVITIE� [NOT USED] 21 312 PROTTCTION [NOT U5ID] 22 3.13 MAINI�TANCE [NOT iJSID] � 24 25 26 3.14 ATTAC�IlVIEN'I� [NOT USID] END OF SECTTON CITY OF i'ORT tiNOI2TH VICK�RY BLV� RETAIN[IVG WALL STANDAILD CON5TRUCI'ION 5I'ECII'ICATIQN DOCUMENTS City I'roject No. l02446 Revised March 22, 2021 ai �s z3 - � O�GR�TIpN AND MAIN'3'ENAI+3CE DATA Page 1 of 5 S�CTIDIV Ol �8 23 OP�RATION AND MAINTSNANCE DATA PART1- GENERAL 1.1 SUMMARY A. S.eetian Includes: 1, Pcoduct data and t'elated informaiion appropriate %r City's �naintenance and aperation of products furnished undec Contract 2. Such products traay include, but ax'e not limited to: a. Traffic Contro�lers b. Irrjgation Controllers (to be operated by the City} c. B�tterfly Valves B. De�iations frorn this Gity afFort Wa�th Standard Speci�cation 1. None. C. Related Speciiication Sections include, but are not necessarily limited ta: 1. Division a— Bidding Requiremants, Cont�'act Fo�•ms and Conditians of fhe Contract 2. Division 1— General Requirements 1.� PR,�CE AND PAYM�NT PROCEDLIRES A. Meas�u�ement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMTNISTRATIVE R�QUIREMENTS A. Schedule L. Submit �nanuals in final form ta the City within 30 ealet�dar days of product shipment to the project site. 1.5 SCIBMITTALS A. Submittals sha11 be in accordance witli Sectian O1 33 00 . All submittals shall be approved by the City prior to delivery. 1.6 INFORMATI�NAL SUBMITTALS A. Submittal Form 1. Prepare data in form af an instructional rnanual fo�� use by City person�el. 2. Forznat a. Size: 8%z inches x 11 inches b. Paper 1) �0 pound minirnum, white, for typed pages 2) Holes z•einforced with plastic, cloth ar meta! c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT Wdi2TH VICKEIZY BLVD RETAINING WALL STANDARD CONSTRUC'i'EON SPECIFICATI03�I DOCUMENTS City Project No. 102446 Reviscd Decetnber 20, 2� 12 Q17823-2 dPE2AT[ON .AND IvIAiNTGNANCE DATA P�ge 2 af S d. Drawings 1) Provide reirzForced punched binder tab, bind in with text 2) Reduce Iarger dt•awings and fold to size af text pages. e, Pro�itie fly-leaf for each sepa�•ate product, or each piece of operating equipment. 1) Yrovide typed desceiption of prod.uct, and major cortt�onent pai•ts of equipm�ent. 2) Provid� indexed tabs. f Caver 1) Identify each volume with typed or printed tiNe "OPERATTNG ANI� MAINTENANCE INSTRUCTIONS". 2) List: a) Title af Project b) Identity of sepaa•ate st�•ucture as applicable c) Identity of genera] subject matter covei•ed in the rnanual 3. Binde�•s a. Cornmet�cial quality 3-a•ing binders with dura6fe and cleanable plasiic covers b, When multiple b.inders are used, coi•relate the data into related consisteiit graupings. 4. If availahle, pf•ouide an electronic form ofthe O&M Ma►�ual. B, Manuai Content Neatly typewritten tabie of contents for each �olume, arranged in systetnatic order a. Cont�•actoe, natne of responsible principal, address and telephone .number b. A list of each �roduct eequtred to be inc[uded, indexed to content oithe volume c. I..ist, with each p��oduct: I) The name, address and telephan� number of the subcontractor or insta[Ier 2} A list of each product required to ba included, index�d to content ofthe �r�lume 3) Identify area of responsibility of each 4) Local so�rce of supply for par�s and replacement d. Identify each product by product name and ather [dentifying symbols as set foi�th in Contraci Docunieilts. 2. Product Data a. [nclude only those sheets which are pex�inent to the specific product. b. Annotate eacl} sheet to: 1) C1earEy identify specific pi�oduct or� pa�•t instaLled 2) C�early identify data applicable to installation 3} Delete refe.rences to inapplicable infoemation 3. Drawings a. Supple3nent product data w[th drawings as necessaey to clearly illustrate: 1) Relat.ions of campnnent parts of equipment and systems 2) Cbn�•ol and flaw diagrams b. Caordinate drawings with infarmation in Project Record Documents ta assuz�e correc# i11us#ration of completed installation. c. Do not use Project Record Dr�wings as maintenance drawings. 4. Written text, as required to supplement product data for the pa.rticular installatian: a_ Organize in cQnsistent fo1•ma# �ndea• separate headings for different pt•ocedures. b. Pro�ide logica� sequ�nce of insttvctions of each procedure. CIT'Y QF PORT WORTEI VICKCRY BLVI� RETATNING WALL STAIVDARU CONS1'RUCTION SPBCIFICATION DOCUMENTS City Project Na, Ifl2446 Revised l7ecem6er 20, 2012 o� �azs-� OPERATIbIV AND MAlNTENANC� 17ATA Page 3 of 5 5. Copy af each warranty, band and ser�ice cantract issued a. Prnvide information 5heet for City personnel giving: �) Proper procedures in event of failure 2} Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes Submit S eopies of complete man�al in finaf form. Cont�nt, for architec�u•al products, appiied rr►ateriais and finishes: a. Manufacturer's data, giving full infarmation on products 1) Catalog number, size, compositian 2) Color and i�x#ure designations �) Information required for reardering special rnanufactured products b. Instructions for care and rnaintenance 1) Manufacturer's recom.mendatlan for types af cleaning agents and rnetllods 2} Cautions against cleaning agents and methods which are detrimental to praduct 3) Recammended schedule for cleat2ing and maintenanc.a Content, for moisttu'e protection ae►d weather expasure products: a. Manufacturer's data, giving fui! in�ormation on products I) Applicable standards 2) Chemicai composition 3) Details of installation 1�. Instructions for inspection, maintenance and repair D. Manual for Equzpmer�t and Systems L Submit 5 capies of complete manual in %nal farrn. 2. Content, for each unit of equlpment and system, as appropriate: a. Descc'ip�ion of unit and companent parts 1} Func�ion, narmal operating characie:ristics and limiting conditions 2) �'e�•formance ctur+es, engineering data and tests 3) Complete namanclature and eomme�•cial number of �'eplaceable parts b. Operating procedures 1) Start-up, 6reak-in, routine and norn�al operating instructions 2) Regulatian, cantrol, stopping, shut-down and eme:rgency instructians 3) Summer and winter operating instructions 4) Special opexating instructions c. Maintenance pz'ocedures I) Routine ope�•ations 2) Guide tQ "trouble shooting" 3} Disassembiy, repair and reassembly 4} Ali:gnrt�ent, adjusting and checking d. Ser�icing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and mainYenance instructians f. Description of sequence of aperation by control manufacturer 1} Predicted life of pat�ts suhject to weat 2) Items recommended to i�e stocked as spare pai�ts g. As installeci cont�•ol diagrams by controls manufacLurer h. Each contractor's coordination dt'awings l) As installed color coded piping diagrams CITY OF POEtT WORTH VICTCHRY SLVD RETAiNING WALL 3TANDARD CONS`I'RL3CTTON SPECITTCAT'[ON DOCUMEI�ITS City Project l�a. 14244G Revised 1]ecemher 20, 2012 01 78 23 - 4 OPBRATION AND NfAINTEN�I�C� DATA Page 4 of 5 i. Charts of valve tag numbers, with ]ocation and funci[on of each valve j. List of original manufacturer's spar� parts, manufacturea•'s current prices, and recommended quantities ta be maintained in storage k, Qthei� data as required under pertinent Sect�ons of Specifcations 3. Content, for each electric and elect��on�c system, as appropriate: a. Descriptian of system and component pai�ts 1) �'�nction, norinal operating characteristics, and limiting eonditions 2) Pe1•formanee ctu�ves, enginaering data and tests 3) Complete noinenclature and camme�•cial numbe�• of replaceable pa.rts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. �s installed co[or eoded wiring diagrams d. OperatiiZg pcacedures 1) RoutiRe and normal apea�ating instructions 2) Sequences required 3) Special apef-ating instructions e. Maintenanee prqcedures 1) Routine opei�alions 2} Guide to "trouble shootin�" 3) Disassembly, repair and reassembIy 4) Adjustment and checking £ Manufacture�•'s p��inted ope�•ating and maintenance ins#r�ctions g. List of artginal maRufacturer's spar� parts, manufacti.u'er's current prices, and recominended quantiiies to be maintain�d in storage h. Other data as required under pertinent Sections of Specificatians 4. P�•epare and incfude additional data when the need for such data becomes apparent dui•ing instiructian of City's personnel, 1.� CLOSEOUT SUSMITTALS [NOT USED] 1.8 MAINTENANC� MATERIAL SUBMITTALS [NOT U�ED] 1.9 QUALITY ASSU1tANCE A. Provide operation and mai.ntenance data by personnel with the follovving criteria: 1. Trained and experienced in rriai�tenance and operation of described products 2. Slcilled as technical vvriter to the extent required to communicate essential data 3. Skilled as draftsman coinpetent to prepare requi�'eci drawings CITY OF FORT WOR1"H V[CI�RY BLVD RETAIIV1IVCi WALL ST'.ANDAI2D CONSTRUCTION SP�CIF[CA'tION DOCUMGNTS City ProjcctNo. 102446 Revised December 2Q, 2012 p f 78 23 - 5 OPERATION ANP MAIIVT�NA3VCE DATA Page 5 of 5 1.10 DELNERY, STORAGE, AND HANDLING [NOT USED] �.11 FIELD [SIT�] CONDITIONS [NOT USED] 112 WARRANTY [iVOT USED} PART 2 � PRODUCTS [N�T iTSED] PART 3 - EXECUTION [NOT VSEDj END OF SECT�ON CITY OF FORT WQRTH VICKERY BLVD RETAININfr WALL STATlDARD CQN5IRUCTION SPECI�ICATIQTi DOCUMENTS CiEy ProjectNo. IQ2446 Ravised Decem6er 20, 2012 017839-1 PR07ECT RECORD DDCUM�NTS Page I of 4 SECTI4N 4178 39 PROJ�CT RECORD DQCUMENTS PART1- �EN�RAL 1.1 SUMMARY A. Section Includes: 1. Work associated with the documenting the project and t•ecording changes to project documents, tncluding: a. Record Dcawings b. Water Meter Service Reparts c. Sanitary 5ewer Serv[ce Reports d. I,arge Watee Meter Reports B. I]eviations from this City of Fort Wot-th Standard 5pecification 1. None. C. Related Specification Sections include, but are Qot necessarily Iimited to; I. Division 0— Bidding Requireinents, Conit•act Fo�ms and Conditions af the Contract 2. Divisian 1— Genera! Requir�inents 1.2 PR,�CE AND PAYIVI�NT PROCEDLTRES A. Meas��reinent and Payment 1. Work associated with this Item is cansidered subsidiary to the various Items bid. No separate paymenC will be allowed for this Item. 1..3 RERER�NCES [NOT II�ED] 1.4 ADMINISTRATNE REQUIREMENTS [NOT US�D] 1,5 SUBMITTALS A. Pc•ior to subrrzitting a eequest for F�nal Inspection, deliver Pz•oject R�cord Documents to City's Praject Representat3ve. L6 ACTION SUBMITTALS/IlVFORMATIONAL �UBMXTTALS [NOT USED] l.i CLOSEOUT SUSMITTALS [NOT USED] 1.8 MAINTENANC� MATERIAL SUSMITTALS [NOT USED] 1.9 QIIALITY A�SURANC� A. Acc�racy af Records ]. Tharoughly coordinate changes w'ithin the Record Documea�ats, making adequate and proper entries on each page af Speci�ications and each sheet of Drawings and other pocuments where such entey is required to show the chang� p�•operly. 2. Accuracy of recaeds shall be such that future searclt for iteins shawn in the Contr•act Documents may �ely reasonably on informatian obtained from the approved P�•ojeet Record Documents, CITY OP �Ol2T WpRTH VICK�RY BLVD RE`I'AINING WALL STANDARD CONSTRUCTION SFEC[FICATION D4CUMENTS City Projecl 1Vo. I02496 Revised ]uly l, 201 I Qf 7839-2 YRO.TECT R�CORD DOCi3MENT5 Page 2 af 4 3. To facilitate accuracy af re�ords, make entri�s within 24 hours after receipY of information that the change has accurred. 4. Provide factua3 information regarding a11 aspects of the VSloric, �ioth concealed and visible, to enable future modification of the Work ta proceed without Sengthy and expensi�e site rneasurement, investi�ation and examination. I.10 ST4RAGE AND HANDLING A. �toiage and Handling Requirements 1. Maintai.n the job set of Record Documents ca�npleteiy protected fi-om deteriaration and from inss atad dama�e until completion of the Work and transfer of all recorded data to t�e �inal Project Record Documenta. 2. In the event of loss of recorded data, use means necessary to again secute the data to the City's approval. a. In such case, provide replacements to the standards ori:gir��lly required �Sy the Contract Documents. 1.11 FI�LD [SITE] CONDITIONS [NOT IISED] �.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 21 OWNER-�'URNISHED [ox] OWNER-S[7PPL�ED PRODUCTS [N�T USED] �.2 RECORD DOCUMENTS A. .Tob set I. Proittptly following receipt of the Notice to Proceed, secure fi•om the City, at no charge to the Contractoi; 1 complate set of a!1 Documents coxnprising the Coniract. B. Final Record Documents At a time nearing the eompletia�. of the Work and prior to Final Inspec#ian, provide the City 1 corr�plete set of all Final Record Drawings in the �onhact. 2.3 AC`CESSORIE� [NOT USED] 2.4 SOURCE QIIALxTY CONTROL [NOT USED] PART 3 - EXECUTION 31 INSTALLERS �NOT iTSED] 3.2 E�AMINATION [NOT USED� 3,3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCL]M�NTS A. Maintenance of Job Set Imrrxediately upon receipt of tt►e job sef, identify each of the Dacuments with the tiYle, "RECORb DOCUMENTS - JOB 5ET". CITY OF FOA1' WdRTH VICT�RY BLVD RETAINING WALL STANDARD CONSTRUCTION SPECIFICAT[ON �OCl1MENT5 Cily PrajectNo. IQ2446 Revised ]uly l, 2011 Oi 7839-3 PRQ7ECT RECORD DOCUIVIE]VT5 Paoe 3 of 4 2. Preservation a. Considering tha Contract coinpletfon time, the probabl� number of oceasions upon whicl� �he job set must b� taEcen out for new entries and far examination, and the canditions under which these activities will be perfnrmed, de�ise a suitable method foa� protecting Yhe job set. b. Do not use the job set f4r any pu�'pose except enfty of new data and %r review by Yha City, until stai�t of �t�ansfer of data to f'tnal Proj ect Record Dacuxnents. c. Maintain th� job set at the site of wark. 3. Coordination with Constt�uction Suivey a, At a minimum, in acca�•dance with the inter�als set forth in Sect�on O1 7I 23, clearly ma�•k any deviations fi•om Contract Documents associated with iusta�Iation af th� infrastr�cture. 4. Making en�-ies on Drawings a. Record any deviations f�•om Contract Documents. b. Use an ez'asable coloi•ed pencil {not ink or itadelible peneil}, clearly descr�be tlae change by gt�aphic line and note as required. c. Date all entries. d. Ca[l attentioi� to the �ntiy by a"cloud" drawn around the area or areas affeeted, e. In the event af overlapping changes, use diffei•ent colors fnr the overlapping changes. 5. Cpn�ersion of sc�ematic layouts a. In some cases on the Drawings, arrangem�nts of conduits, circuits, piping, ducts, and similar items, are shown schetnEatically and are not intended ta portray precise physical layout. 1) Finaf physical aet•angement is determined by the Contrac�or, subject to the City's approval. 2) Howevei•, design of future modifications of the facility may require acctu-ate information as to the final physical layout of items vtrhich are shown only scheinatically on the Drawings. b. Show on the job set o�Recard Drawings, by dimensinn accur�te to within 1 inch, the centerlin� of each run af items. 1) Final physical arrangement is determined by the Contractor, su6ject to the City's approval. 2) Show, by symbol or nofe, Y1ia ve��tical location of the Item {"undei slab", "in ceilir�g plenum", "exposed", and tl�e liice). 3} Malce all identiiication sufficiently descz'iptive that it may be related reliahly to �kte Specifications. c. The City may waive the requirements for convars.ion of scheii�atic layouts where, in the City's judgment, conversion se7ves no useful purpose. However, do not rely upon waivers b�ing issued except as specifical[y issued in writing by the City. B. Final �'z'oject Record Dacuments 1. Transfer of data to Drawings a. Carefully transfer chang� data shown on the j ob set of Record Drawings to tlie corresponding final documents, coordinating the chan�es as rec�uired. b. Clearly indicate at each affected detail and ather Dt•awing a full description of changes inade during canstruction, and the actual lacation of items. CtTY OF FOR1' WORTH V�CIC�RY BLVI] I2ETAININCr WALL STAhIDARI} CONSTRUC7'lON SPCCIP[CATIOl�i DpCUM�NTS City Project No. 1Q2446 Revised 7uly ], 201 l 01 78 39 - 4 PR0.I.ECT RGCORD DOCUM�NTS Page 4 of 4 c. Call attention tn each entry by drawing a"cloud" around the aj�ea or• areas affected. d. Make changes neatly, consistently and with ihe propex' media to assure longevity and clear reproduction. 2. Transfer of data to athej• Documents a. If the Docu�nez�ts, athei than Drawings, have been E��pt clean during progress af the Work, and if entries tl�ereon have been orderly ta the approval of the City, the job set of those Documents, ather than Drawings, will be accepted as final Record Documents. b. Cf any such Document is not so appro�ed by the City,. secure a r�ew cb�y of that Docutnent from the �ity at the City's usual charge far reproduction and handling, and carefuily transfer the ehange data lo the new copy to the appro�a[ of the City. 3,5 REPAIR 1 RESTORATXON LNOT iTSED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [on] SITE QUALXTY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJLTSTING [NOT LTSED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOIIT ACTIVITIES [NOT USED] 312 PROTECTION [N4T USED] 3.I3 MAINTENANC� �N4T CTSED] 3.14 ATTACHMENTS �NOT USEDj END OF �ECTION Revision I.ag DAT'E NA114E SLJNIlVIARI' DF CHANGE CITY OP FORT WDRTH V[CKERY AI.VD RETAINING WALL STAI�DARD CONSTRilCT1QN SPECIFICAT[ON DOCUMEiVTS City Praject Na. 102AAEi Revised Jufy 1, 2p1 L 9999.oQOq - ] PLANT[%IG ]RAIGATIOAI Page 1 af 12 SECTION 9999.0004 PLANTWG IRRIGATiON PART1-G�NERAL 1.7 RELATED DOCUMEN7S A. Drawings and general provisions of the Caniract, including General and Supplementary Conditions and bivision 01 Specification Sections, apply to this Section. 9,2 SUMMARY A. Section Includes; 4. Pipi�g. 2. Manual valves. 3. Pressura-reducing valves. 4. Autamatic control valves. 5. Automatic drain �al�es. 6. Transition fttings. 7. Miscelfaneous piping specialties. 8. Sprinklers. 9. Quick couplers. 10. Drip irrigation specialties. 11. Controllers. 12. Boxes for automatic contral valves. 1.3 DEFINITIONS A. Circuif F'iping: []ownstream from control �alves to sprinklers, specialties, and drain val�es. Piping is under pressure during flow. B. Drain Piping: I]ownsiream from circuit-piping drain valv�s. Piping is not under pressure. C. Main Pfping: Downstream from point of connection to water distribution piping to, and inc[uding, control �alves. Piping is underwater-distribution-system pressure. b, L.ow Voltage: As defined in NFPA 70 for circuits and equipment op�rating af less t�an 50 V or for remate�control, signaling power-lirriited circuits. 1.4 PERFORiYIANCE R�QUIR�MENTS A. Irrigation zone control shall be automatic aperation with controller and automatic control �al�es. B. Lacafion of Sprinklers and Speciaities: Design location is approximate. Maka minor adjustments necessary to avoid plantings and obstructiar�s such as signs and light s#andards. Maintain 1 b0 percent irrigation co�erage of areas indicated. C. Minimum Working Pressures: Reference drawing notes. 9.6 SUg�fiI7TALS A, Product Data: For each type of product indicated. Include ra#ed capacities, operat9ng characteristics, and furnished s�ecia�ties and accessories. The follawing ikems shall be incl�ded in submittal but not limited to: 1. Pipe 2. Controller 3. �lectric control �al�es 4. Freeze sensor 5. Moister sensor 6. Spray nozzles 7. Pop ups heads CITY OF FORT WORT�I VICI{.�RY �LVD R�TAINIAlG WALL STANDARD CONSTRUCTION SPECIF'TCATION DOC[JMENi'S City ProjectNo. 1D2446 NC)VElVIB�.R 1, 20.21 9999.OQ04 - 2 PLANTING IRRIGATION B. C. a L F 8. Rotary heads 9. Gate val�es 10. Bacicf[ow prevenker 11. Wire 12. Flow s�nsor and master �al�e Qualification Data; F'or qualified Installer. Operation and Main#enance Data: �or controllers and automatic control valves to include in operatian and maintenance manuals. 1. The O&M Manual shall include manufacturer's recommanded instructions and mainte- nance schedule for the complefe irrigation system. 2. Provide a capy of fihe color-coded Cor�troller Chart in the Manual As -- Built Drawings Page 2 of 12 1, Record cfrawing noting any variaiions from the Contract Documents. Submit one copy of record " As — Built" prints prior to expiration of the required maintanance period 2. All vaf�es and controller shall be GP5 surveyed. 3. All �al�es shall be numbered with a metal tag and reference to the "As — B�ift Drawing°. Controller Chart; Pro�ide a Controfler Chart that is "8'/ x 11 ° anck thetnatically s�aled. Chark shall be legible and color — coded for each zone, keying siations af the Control{er to �al�e locations and to irrigatian h�ads served by the station. Place CharE inside door of Gontroller. Spray irrigation system audit test results. Turf areas 10,D00 sf and largar sha11 be audited by an Irrigation Association certified auditor. The following efficiencies shall be minimal: Fixed s�ray — 80%, rotors — 7�%. G. Backflaw test resulks. H, Pressure test results of system pressure test far 1 hour at 100 psi. 1.6 Installer Qualifications: �.icensed in landscaping and irrigation systems wi#h not Isss than fi�e years experience in the type and scale of work required in fhis Section. QUALITY ASSURANCE A. Installer Qualifiications: Licensed in landscaping and irrigation systems with nat less than fi�e years experience in the type and scala of work �-equired in th�s Section. B. A{I irrigation work shall be perfarmed by a single firm specializing in khjs type of work and possessing the State of Texas Irrigakion license. ContracYar shall also pro�icie for at feast one on�site employee v+rith an irrigation license. C. Irrigation System: Provide underground irrigation system as a com}�lete unit, including sprinklers, bubblers, drip irrigation heads, conirollers, and accessoriEs— produced by aceeptabie manufacturers as sp�cified herain. b, Electrical Components, Devices, and Accessaries: Listed and labeled as defined in NFPA 70, by a qualifiecE testing agency, and marked for intended location and application. E. Preinstallaiion Can#erence: Conduct conference at the job site two weeks prior to cantractor commencing work to review the drawings and specifications with the Contractor(s), Landscape Architect, Architect, and Owner's Representative. 1.7 A. B. 1.8 �}ELIV�RY, STORAG�, AND HANDLING Deli�er piping wi�h factory-applied �nd caps. Maintain end caps through shipping, storage, and handling to prevent pipe-end damage and to prevent entrance of dirt, debris, and maisture. Store plastic piping }�rotected from direct sunlight. Suppart fa prevent sagging and bending. PROJECT CONDITIONS A. lnterruptian of Exisking Water Service: Do not interrupt wafer service to facilities accupied by Owner or Qthers unless permitted under the follawing conditians and then oniy after arranging to provida temporary water service according to requirements indicated: CITY OF F'ORT WORTH VICKERY BLVD RETAINING WALL STANDARD C�NS'I`RUCTION SPECIFICAT[ON DOCCIMENTS City Praject Na. 1 Q2446 IVOVEMB�It 1, 2021 9999.0004 - 3 PLANTING IRRIGATiON Pflge 3 of 12 1. No.iify Construction Manager and Owner no fewer than fi�e 5 days in advanc� of proposed interruption af wa�er service. Do not proceed with interriapfion of water service without Constructian Manager's writ#�n permis- sion. B. �xisting Condiiions: 1. Take precaution to insure that equipment and vehicles do not disturb or damage existing site grading, walks, curbs, pa�ements, utilities, plants, tree protection zones, and other existing items and elements of the Site. Notify the Owner if rock layer(s} or other unanticipated conditions are encountered undergraund. 2. Utilities: 1/erify the loeations and sizes of stub-outs for water sources indicated on the Contract Drawings as the saurce of water s[�pply #o the underground irrigation system. 3. Existing Lltilities: Priar to exca�a#ion, determine the locations of all neu�rly co�structed and existing utilities. It is the Con#raetar's respansibility to obtain all necessary spo#ting services thru the Own- er. Do not damage or distur� underground utilities. If a canflict exists between t�� lacafion of un- dergro�tnd utilities and fhe proposed work, notify tF�e Owner and arrange for field and design ad- justments. 4. Unknown Ufilities: In the event ti�at uncharted or incorrectly charted utilities are sncountered dur- ing excavation that canflicts with this work, all work on that part of the jab shall cease until the Owrter is contacted and resumption of work is authorized by the dwner. 5. Exis#ing Structures: lJse ext�eme cauiion when working near existing structures, ba not damage existing features unless specifica�iy indicated on the Contraci Drawings. Cantractor is responsible for incidental damage caused to existing site features and structures. Repairs shall be made at Cantractar's expense. 6. 5equencingl5cheduling: Coordinate irrigation systern wifh r�la#�d work. Grade site wifhin 1"-inch of finish grade priar ta trenching. Install irrigation system prior ta plant materia! installation. 1.9 EXTRA MAT�RIALS A. Furnish exira materials that match products instafled and that are packaged with protective covering for storag� and i�entified with fabefs describing contents. 1, Spray Sprinklsrs; �qual ta 1 percent of amourrt installed for each type and size indieated, �ut no fewer than 2 units. 2. Bubblers: �qual to 2 percent of amount installed for each type indicaied, but na fewer than 2 units. 3. �mitkers: �qual to 5 percent of amount installed for each type indicated, but no fewer than 5 units. 4. brip-Tube 5ystem Tubing: Equal to 5 percent of total length installed for eaeh type and siz� indi- cated, but nok less than 'i 00 feet 1.10 WARRANTY A. General: Warranty underground irrigatian sysfiem through the specified warranty period of one twelve month cslsndar period against operational deficiencies due to inferior material or worl�manship. Correct deficiencies imrnediately as directed by the Ownar at no addifional cost io owner, including damage caused by such defects. Re�airs shall be compl�ted within ten b�siness days of notificaiion from the 4wner. B. Settlemenf: Warranty undergraund irrigation system thro�.gh the specified warranty periad of one twelve month calendar period against settfement damage. Adjusf, restore, or replace pipes, �al�es, sprinkler heads, pfanting, paving, or other improvements or damages caused by settlemenk at no additionaf cosi to the owner. These adjustments and restorations includ� damage caused to adjacent areas that are not part af #he project. []amaged areas shall be restored to the�r original sta#e. PART 2 - PRODUCTS a.1 PIPES, TUBES, AND FITTI[�GS A. Comply with requirements in the piping schedule for applicaiions of pipe, tu�e, and fitting materials, and for joining methods for specific services, service locations, and pipe sizes. CTTY QF FdI2T WORTH VICKERY BL'V17 RETAININ�G WALL STAI�IDAi2B GQNST�UCT'ION SPECIFICAT'IOi,I I�OCUMENTS City Project No. 102446 NOVEMB�R 1, 2Q21 9999.00Q4 - 4 PLANTING IRRIGATION Page 4 oF 12 B. PE Pipewith Controlled ID: ASTM F 77'i, PE 34D8 compound; 51DR 11.5and SlDR 15. 1. Inser# Fiitings for PE Pipe: ASTM D 2609, nylon or pro�ylene plastic with barbed ends. Include bands or other fast�ners. C. PE Pipewith Contralled OD: AS7M F 771, PE 3408 compound, SDR 11. 1. PE Butt, Heat-Fusion Fittings: ASTM p 3261. 2. PE Sacicet-Type Fittings: ASTM D 2683. D. Pipe and Pipe Fittings 1. Poiyvinyl Chloride Pipe {PVC). a. Main and Lateral Lines: All plastic pipe which is 2-112 inches or smaller shail be Schedule 40 PVC and shall conform to ASTM D1785 — continuously and perma- nently rnarked with manufacturer's �dentification, type, class, naminal pipe size, schedule, and pressure rating [in psiJ in accor�dance with the NSF s#andard. b. Main l.ines: A11 main line pipe which is larger than 2-112 inches in diameter shall be pVC � 120 or 1220 {S�R-PR} pipe, SDR-21 wi#h a 200 psi pressure rating and con- farming to ASTM D3139. c. Pravide pipes in 24 foot lengtl�s, free of holes, blisters, wrinkles or dents. Note: �x- cept for drip irrigation systems all systems are designed to 100 �si. Pressure shall be regulated at source cannectian to operate at manufacturers recommended pressure. E. Threaded Nipples: Schedule 80 machined PVC pip�, �"ype 1, Cell Classificakion 12454, complying with ASTM C124&7. F. Line location tape; shafl be deteckabfe �rrigation line marking tape- �horbra.nd or equaL Location tape shall be used on all main and lateral lines. �.2 PIPING JOINING MATERIALS A. Sol�ent Cemenks for Joining PVC Piping: ASTM D 2564. Include primer according #a ASTM F 656. 6. Cleaner, Primer and Sol�enk Cerr�ents 1. Cleaner: LJni-Weld 7340 cleaner, AS7M F 6b6, or ap�ro�ed equal. Cleaner shall be NSF appro�ed. 2. F'rimer: Uni-Weld 870a, Hi-�tch purple primer, ASTM F656. 3. Cleane�/Primer sha11 be any cofor other than clear. 4. Soluent Cements: Uni-Weld 22p0 clear, light viscosity type, for lateral lines, Uni-INeld 1700 gray, hea�y duty �iscosity iype, for lakeral lines larger than 2-112 inch diameter, and Uni-Weld 670a clear, light �iscosity typ� for �lexlPVC connections — AS7M D 2584. Sa!- vent shall be NSF appra�ed. C. Sealing Tapes and Pastes: 1. 1. Threaded Connections between PVC and Meta1 Pipe: Rec�orseal Na. 1Q0 �irgin hea�y duty sealing paste, Plasto jaint Stick as manufactured by Lake Chemical Company, or Teflon tape. 2. Metal-ta-Metal Connectian: Rectorseal IVo.S slaw dry, soft set pipa thread compound. 3. PVC-to-PVC Cannections: Teflon tape. 4. Plastic irrigation head or Plastic val�e ta pipe Connections: Teflon tape. Yhread sealing compound shall not be used on thread connections between nipples a�d plastic �al�es. 2.3 BACKFLOW PREVENTl01� DEVICES A. Provided on existing system 6. Existing Backflow Pre�enter shall be certified by licensad certified backflaw �reventer tester. 2.4 Qlf[CK COUPL�RS A. Manufacturers: Subject to compliance with requirements, Provide products by one of the following : CITY OP FORT WORTH V1CK�RY Bi.VD RETAINING WALL STANDARD CONSTRLfCTION SP�CIFICA`i'IO1N DOCiJNI�NTS City Pa•oject IVo. 10244G NOV�MB�R j, 2021 B, C 2,6 A � C. 9999.0004 - 5 PLANTING II�RIGATIOIV Page S of 12 Basis-of-Design Product: Subject to compliance with requirements, pro�ide comparable product by one of the following: 1. Rainbird. Descri�tian: Factory-fabricaked, bronze or brass, two-piece assembly, lnclude coupler water-seal �alve; rema�able upper body with spring-loaded or weighted, Non- Potable rubber-coverecf cap. . MANUAL VALVES Plastic Bal! Vafues: 1. Manufacturers: Subject to campliance with requirements, provide products by one of the follawing available manufacturers ofFering products thak may be incorporated into the Woric i�clude, but are not limited to, the following: a. NIBCOINC. 2. Description: a. 5tandard; MSS SP-'122. 6. Pressure Rating: 125 psig minimum 150 psig]. c. Body Material: PVC. d. Type: Unian. e. �nd Conneciions; 5ocket or threaded. f. Port: Full. Bronze Gate Vafves: 1. Manufacturers: Subjact to compliance with requirements, [pro�ide products by one of the following available manufacturers offering products that may be incorporated into fhe Work include, but are nof lirrtited to, the following; a, NIBCOINC. b. Powell Val�es. c. Watts Regulator Co.; a division of Waits Water Technologies, fnc. 2. Description: a. Standard: MSS SP-80, Type 2. b. Class: 125. c. CWP Rating; 2a0 psig. d. Body Material: ASTM B 62 bronze with integral seat and screw-in bonnet. e. Ends: 7hreaded or salder joint. f. Stem: Brortze, nanrising. g. Disc: Solid wedge; bronze. h. Packing; Asbestos free, i, Handwheel: Mall�able iron, bronze, or a�uminum. Opera#ing Wrenches far Iron Gate Val�e Casings: Furnish two 2 steel, tee-handle operating wrench {es) with ane pointed end, stem of length to operate deepest buried val�e, and socket matching �alve operating nut for Project. a. N18COINC, 3. Description: a. S#anaard: M5S SP-7Q, Type ]. b. CWP Rating; 200 psig. c. Body Material: AS`fM A 12fi, gray iron with bolted �onnet. d. Ends: F'langed. e, Trim: All bronze. C1TY OF FpRT WORTH VICKERY $LVD RET.AINING WALL STANDARD CQNSTI2UCT`ION SP�CIFICATION D.00UMENTS City ProjeotNu. 1(}2�14G NOVEMB�R 1, 2�21 9999.D004 - 6 PLA1�iTIiYG IRRIGA'TION Page G o.f l 2 f. Disc, Solid wedge. g. Pac�Cing and Gasket: Ashestos free. 2.S AUTOMATIC CONTROL VALVES A, Plastic, Automatic Control Valves: 1. Basis-of-Design Product: Subject to compliance with requirements, provide product indi- cated on Drawi�gs. 2. Description: Molded-glass filled nylon body, normal[y closed, diaphragm type with manu- al-flow adjus#ment, and operaked by 2�4-VAC sofenoid. With captured plunger and 150 - 200 psi rating. Slow closing with faloric reinforced diaphragm. 2.� AUTOMATIC DRAIN VALV�S A. Description: Spring-loaded-hall type of corrosion-resistant cons#ruction and designed to o�er� for drainage if li�e pressure drops beEaw 2-112 to 3 psig. 2.8 TRANSITION FITTINC�3 A. General Requirements: 5ame size as, and with pressure rating at least ec{ual ta and with ends compatible with, piping to be joined. B. Transifion Co�aplings: 1. Manufacturers: Subject to compiiance with requiremenfs, provide prnducts by ane of the following a�aifabfe manufacturers ofFering products that rr�ay be incorporated into the Work include, but are not limited to, the following]: a. Cascade Waierworks Manufacturing. b. Dress�r, Inc.; ❑Mb �ivision. c. Ford Mefer Box Company, Inc. {The). d. JCM Industries. e. Smith-Blair, Inc; a Sensus carr�pany. f. Viking Johnsan. 2. Description; AWWA C219, metal slee��-type coupling for underground pressure piping. C. Plas#ic-ta-Metal Transition Fittings: 1. Manufacturers: Suf�ject ta campliance with requirements, [pro�i�e products 6y one of the fallnwing available manufacturers offerir�g prociucts that rr�ay be incorporated into the Work include, but are no# limited to, the following]: a. Spears Manufacturing Company. 2. Qescription: PVC one-piece fikting with manufacturer's Schedule 80 equi�alant dimensions; one end with threaded brass insert, and one solvent-cement-socket or threaded end. D. Plas#Ec-to-Meial Transition Unions; 1. Manufacturers: Subject ta cflmpiiance with requirements, provide products by ane of the following availabEe manufacturers offering products that may be incorporated into the Work include, but are nat limited to, the following: a. Spears Manufacturing Company. 2. Description: MSS SP-107, PVC four-part union. Include one brass or stainless-steel thr�aded end, one solvent-cemenf-joint or threaded plastic er�d, rubber O-ring, and union nut. 2.9 MISC�LL/aiNE�US PIpING 5PECIALTIES A. Water Hammer Arresters: ASSE '!d1 D or PDI WH 2a1, with bellows or piston-type pressurized cushianing chamber and in sizes complying with PDI WH 2O1, Sizes A to F. B. Pressure Gages; ASME B40.'[. Include 4-112-inch- diameter dial, dial range nf two times system operating pres5ure, and bottom outlet. 2,1q SPRINKLERS CITY QF FORT WORTH VICKERY BLVD RETAIMNG WALL STANDARD CONSTRUC`I'ION SPECIFICATION DOCiTMEN"I'S City PG•oject No, 1 p2446 NaVGMI�EIL 1, 202I 9999.0004 - 7 P�.ANTING IRRIGA7'CON Page 7 af ]2 A. Generaf Requirements: Designed for uniform coverage over eniire spray area indicated at available water pressure. B. Plastic, Pop-up, �ear-bri�e Rotary Sprinklers: a. Basis-of-Design Product: Subject ta compliance with requirerrients, provide product indi- cated on Drawings C. P[astic, SurFace Spray Sprinklers: a. 8asis-of-Design Product: Subject to campliance with requirements, pra�ide praduct indi- cated on Drawings ❑. Plastic, Pop-up Spray Sprinklers: a. Basis-af-Design Product: Subject ta compliance wi#h requir�ments, provide producf indi- cated on Drawings 2.19 A B C, a.�a CONTROLLERS Controller as specified on plar�s Wiring 1. Pro�ide #�14 AllVG [min. ga.], type UF, s�ngle conductor, solid copper wire, calor-coded wiring to electric controf �alves from automatic controller. Wire shall be L!L appro�ed for direct under- ground burial. Exposed wiring leading tn controlier sha�l be in a rigid elecirical metal�ic appro�ed tubing. Mufti-strand wire is nat acc�ptable. 2. Pravide a singl� wire to each solenaid from controfler and a common neu#ral wire ta all solenoids frorri controfler as power supply. 3. Provide two extra zone wires and ane extra cammon wire to fur�hest ualve (ocation with 36-inch laops ir� standard size valve box. 4. Indicate wire path and size on Contract prawings. 5. Refer to the Facilities D�sign Manual for additional requirements. �ry Sp�ice Cannectors 1. Rainbird Snap-Tite wire connectors or S�ears DS-400 Dri-5plice connectors or approved equal. BOXES FOR AiJ70MATIC CONTRDL VALVES A. Plastic Boxes: 'E. Manufacturers: Subj�ct to compliance with requirements, pro�ide products by one of the fallowing available manufacturers offering products that may be incarporated into the Wor�C include, but are not limited to, the following shall be black in color: a. AmeteEc B. Drainage �ackfill: Clean�d gra�el or crushed stone, graded from 314 inch minimum to 3 inches maximum. PART 3 - EXECU710N 3.1 EARTHVIIORK A. B. C. Excavating, trencf�ing, and backfilling are specified in Di�ision 31 Sec#ian "Ear#h Moving." [nstall warning tape directly above pressure piping, 12 inches below finished grades, except 6 inches below subgrade unde� pa�err►ent and slabs. Provide minimum co�er over top of undergroun� piping according ta the following: 1. Irrigaiion Main Piping: Minimum depth of 18 inches belowfinishad grade. 2. Lateral Piping, 12 inches 3. Sleeves: 24 inch�s. D. Trenching: 1, Siake out all sprinkler head and �alve locafions priorto trenching for re�iew and appro�al by the owner. CI'I'Y OF FORT WOTtTH VICKERY BLVD 1tETAIMNG WALL STANDARD CONSTRUCTTON SPECIPICt1T1pN DOCiTM�NTS City Project Nn, IQ2446 NOVEMBER 1, 2021 9499.0004 - 8 PLANT[NG lltltiGATION Page 8 nf 12 2. Excavate krenches straighi and true with bottflm uniformly sloped to low points. Make ex- cavations flf sufficient depth anci widfh to permit proper har�dling and installation of the pipe and fittings. Accurately trim trenches to provide a uniform bed, free from loose soil, rocks, del�ris, and other sharp edged objects before installing pipe and fittings. In areas where irees are present, adjust trench locafinn beyond #he drip line of the trees. 3. Trench depths in rocky areas shall b� 6" inches below requirad depth ta allow for pipe bedd�ng. Pipe instafled in rocky soil shall be bedded in 6" in�hes of sand. 4. Trench widths shall allow a minimum of 4" inches �efween pipes laid in t�e same trenc�. 5. Provide a minimum of 24" inches and a maximum of �6" inches of cor�er far all constant pressure mainline. Pro�ide a rr�inimum of 18" inches and a maximum of 20" inches of cover far all mainline [ocated downstream of the master �alve. Provide a minimum af 18 inches and a maximum of 20" inches of cover for all lateral lines not under constant pres- sure. Pro�ide a�ninimum of fi" inches of ca�er for all'/" inch distribution tubing. 6. Keep bottom of trench or excavation free and clear of water. 7. Where existing �a�ement must be cut to install {andscape irrigation system, saw-cut smoothly io straight lines �" inches wider than trench. Concrete sidewalks, curb & gutter, shall be remo�ed to the nearest joint or saw-cut as directed 6y the owner. a. Rapair and replac� pavement cuts, sidewalks, curb & gutter with equi�alent mate- rials and finishes — match existing. R�fer to Section [2j and Standard Detail WU3009 for patching. 3.� I�REPARATION A. Installation 1. General a. Prior ta installing irrigation heads, stake or otherwise locate trees and shrub plant- ing area.s. A�oid laying irrigation lines in root ball zane, b. Instafl irrigation material and equipment artd pravide necessary hardware in ac- cordance with the Contract Drawings. c. All connections ta the water distribution system must comply with Standard Spaeifi- cation Section 026F5 — Underground Water Lines for �omestic &�ire Prfltecfion Systems. 2. PVC Pipe a. Main Line: Verify skatic water pressure at Point af Connectian with pressure noted on Contract Drawings. Notify the Owner with any discrepancies p.rior ko praceeding. b. Cut pipe square with the axis, using a fine-tooth hand saw, or ratcheting PVC cut- ter. Blade edge of cutter sha11 be straight and sharp to assure square burr-free cuts through PVC pipe. Cutter shall have a pipe supporting plate that adjusts to PVC size, and aids in eliminating pipe deformation and cracking. Remove al1 burrs prior to sfllvent welding. c. Inside of pipes shall be clean and free of dirt, debris, and any fareign matter. d. Apply eleaner and solvent in accardance with ASTM D 2855 and manufackurer's recommencfatians. e. All piping in pfanters is to rest on a gravel filtration layer and is to be placed prior to placement of soil. f. Co�er and protect open pipe snds, fixturas and equipment from dirt, water, an�l chemical or mechanical damage during installation. g. Do not lay pipe in water or in trench when weather conditions are unsuitab{e for wo�k or when temperature is 3� degrees F ar below. Pump nut or otherwise re- rno�e water encountered or accumulated in excavation to keep the bottom of the #reneh or excavation free and clear of water during instaf[ation, h. Compression or flow span couplings are not permitted. CTTY OT k'QR1" WORTH VICKERX BLVD RETATNING WALL STANDARD CONSTRi1CT10N SP�CIFICATION DOCUMEN'I'S City 1'injectNo. 10244b NQVEMBER l, 2021 9999.0004 - 9 PLAN1']NG 1RRIGATION Pa�e9of12 i. A�oid having irrigatian pipe crosso�ers. When pipes cross there shall be a minimum verti- cal clearanee of 4" inches between the pipes and frenching shall be adjusted accordingfy ko pro�ide requirad cover. j. Vertical stacking of irrigation iines is not p�rmitted. Where pipes are laid in the same trench there shall be a minimum horizontal separation of 4" inches between pipes. k. There shali be a minirrmum separation b�tween fiittings used an any single piece of pipe of 3" inches between fittings 1'/" inches or less and 6" inc�es between fittings 2" inches and farger. 1. Saddle taps are not permitted on lines greater than 2" inch�s. m. Drain entire system to a manual drain �alve(s) placed at ihe low paint(s} in fhe system. Drain �al�e shall be installed on lines of nominal pipe sixe of 'f'/" inches or less. n. Install drain valve in a standard-body plastic �al�e box with locking cover and s�mp pit. prain-grave] backfill shall �e 1-cubic foot o# cleaned gra�e! or criashed stone, graded firom �/ �nch min. to 1'/°inch max�mum. o. Thoroughly clean fixtures, exposed materials, and equipment. p, Install detectab[e Line Marking Tape on all main lir�es and lines > 31a"inch, Place tape 6 "inches above piping. 3.3 PIPING INSTALLATION A. Location and Arrangemeni: Drawings indicate lacatian and arrangement of piping systems. Install piping as indicated unfess deviatians are approved on Coordination brawings. B. Install piping at minimum uniform slope of 0.5 percent down toward drain �al�es. C. lnstall piping free of sags and bends. D. Install groups of pipes parallel to each other, spaced to permit valve servicing. E. Insta{I fittings for changes in direction and branch connec#ions. F. Install unions adjacent to values and to final connec#ions to ather components with NPS 2 or smaller pipe connection. G. Install flanges adjacent to �af�es and to final connections to other components with iVPS 2-1/2 or larger pipe cannectian. H. Install underground t�ermaplastic pipir�g according to ASTM a 2774, I. Install expansian loops in control-val�e boxes for plastic piping. J, Lay piping on solid subbas�, uniformly slaped wiihout humps or d�pressions. K. lnstall ductile-iron pi�ing accarcfing to AW1NA C600. L. �nstall PVC piping in dry weather when temperature is abo�e 40 deg F. Allow joints to cure at least 24 hours at temperatures above 40 deg F before testing. M. Insta![ water regulakors with shutoff �al�e and strainer an inlet and pressure gage on autlet. Install shutoff val�e on autlet. Ir�stall aboveground or �n controE-valve boxes. f�. Water Hammer Arresters: Instalf betweer� eonnection to bui[ding main and circuit �alves aba�eground or in confrol-�al�e boxes. O, fnstalf �iping in sleeves under �arking lots, roadways, and sidewalks. P Install slee�es made of Scheduie A�� PVC pipe and socket fittings, and sol�ent-cemented joints. Q. Install transition fittings for plastic-to-metal pipe connectians accarding to th� fol[nwing; Undergraund Piping: a. NPS 1-112 and 5maller: Plastic-to-metal fransition fitkings. NPS 2 and Larger; AWWA transiti�n couplings. 3.4 JOINT CQNSTRUCTIOH A. Ream ends of pipes and tu�Es and remove burrs. Be�el plain ends of steef pipe. B. Remove scale, slag, dirt, and debris from inside and outside of pi�e and fitiings before assembly. CITY OF FORT WORT�I VICKERY BLVA RETAII*�ING WALL STAI�I]ARD CON�TRUCTION SP�CITICATION DOCUMENTS City Project No, 102446 NOV�MBER 1, 2021 g99g.oaaa - ia PLANTING iRR[GATId�i Page 10 of [2 C. Threaded Joints: Thread pip� with tapered pipe threads according to ASME B1.20.1. Cuk threads full and c�ean using sharp dies. Ream threaded pi�e ends ta remoue burrs and restore full fD. Joir� pipe fittings and �al�es as follows: 1. Apply appropriate tape ar thread compound ko e�cternal pipe threads unless dry seal threading is specified. 2. ❑amaged Threads: �o not use pipe or pipe fittings with threads ihat are corroded or damaged. Do not use pipe sections that have cracked or open welds. p. PE Piping Fastener Joints: Join with insert �ttings and �ands or fasteners according to piping manufacfurer's written instructions. E. PE Piping Neat-Fusion Joints: Clean and dry joining surfaees by wiping with clean cloth or paper towefs. Join accarding to ASTM D 2657. 1. Plain-End PE Pipe and Fit�ings; Use butt fusian. 2. Plain-End P� F'ipe and Socket Fittings: Use socket fusion. F. PVC Piping Solvent-Cemented Joints; Clean and dry joining surfaces. Jain pipe and fittings according to the following: 1. Comply with ASTM F 402 for safe-handling practice af cleaners, primers, and solvent cements. 2. PVC Pressure Piping: Join schedule number, ASTM D 1785, PVC pipe and PVC socket fittings according to ASTM D 2672. Jo�n other-than-schedule-number �'VC pipe and socket fittings according to ASTM Q 2855. 3. PVC Nonpressure Piping: Join according to ASTM D 2855. 3.5 VALVE INSTALLATION A. Underground Curb Valves: Insiall in curb-valva casings with tops flush with grade. �. Abflveground Val�es: Install as components ofi connected piping system. G. Pressure-Red�cing Valves: lnstall in baxes for automatic conkrol valves or aboveground between shutoff val�es. D. Drain Val�es: Install in underground piping in boxes for automatic control valves. E. Setting Vafves: 1. Do not locate �alves beneath paved surFaces. 2, lnstall �ak�es in a le�el position. 3. Install all �alves, except backflow pre�enter, with min�mum 24" inches co�er. Ref�r to Sec#ion 15451, Piping Systems, far backflow preventer installation. 4, Install an isolation �alve at the POC, and at loop or zone isolatian paints. 5. lnstalV an isalaCion valve upsfream of each electric control valve. Isolation valWe may be installed in same �alve box with automatic valve. 6. Manual Drain Valves; install af end and low painis of the irrigation system. Additional manual drain �alves must be installed if there are multiple low points alang the system's run of pipe where water callection may flccur. . 7. Install Reduced PressUre or Pressure Vacuum Breakers in accordance with Section 15051, Piping Systems. F. Install sprinklers after hydrostatie �est is com}�ieted. G. Install sprinklers at manufacturer's rscommended h�ights. H. Locate par#-circle sprinklers io maintain a minimum distance of A inches from walls and 2 inches from other boundaries unless othennrise indicated. 3.6 SPRlNKL�R 1N5TALLATION A. Install sprinklers after hydrostatie test is completed. B. Install sprinkfers ak manufacturer's recommended heights. CITY OP FORT WORTH VIC[�,ItY BLVD RETAINING WALL STANDARD CQNSTRUCTIDN SPECI�ICATION DOCiJMGNTS City ProjectNo. 1D24�}6 NOVEIVIBER 1, 2021 9999.0064 - I 1 PLANTING IRItIGATION Page I 1 af l2 C. Locate part-circle sprinklers to maintain a minimum distance of 6" inches from walls and ather boundaries such as curbs and walks. D. Sprinkler Heads, 1. Fully flush entire system prior to the installation of sprinkler and bubbler heads. Cap risers as deemed necessary �o achie�e adequate flushing. E. Bubblers: 1. Bubblers shall be spaced 18� degrees apart and 12" inches from edge of root ball. On sloped surFaces — install bubbler on uphill side af plant material to be irrigated. 3.7 VALVE BOX INSTALL.A7fON A, Ual�e boxes shall be insfalled as shawn on the detail drawings and iocated as shown on the drawings. B. Val�e boxes shall be installed at and le�ef with finish grade. C. Val�e boxes shall be engra�ed or emhossed on the tqp side of the lid wifh the contents of each vaf�e box. Leiters and numbers shall be no smaller Yhan 1 inch and no larger than 1'/" inches 1. Control Val�es — brand "zone Valve" and the # of that valve into the lid. 2. Quick caupling val�e — Brand "Q C" into the lid 3. Wire splices Brand "WS" into the lid, 4. Isolatinn �al�es — "IV" 5. Drain Val�es — "DV". 6. Air release — "AR" 3.$ CQNNECTIONS A. Comply with requiremen�s for piping specified in Division 22 Section "Facili#y Water Distribution Piping" for water supply from exterior water service piping, water meters, protecti�e enclosure�, and backflow pr�venters. Drawings indicat� general arrangement of �iping, fit�ings, and spacialties. B. Install piping adjacent to equipment, va[ves, and devices to allow service and rr�ainkenance. C. Connect wiring between contrallers and aut�matic conirol �alves. 3.9 IDENTIFICATION A. ]dent�fy system companents, Comply with requirements for identification specified in Division 22 Section °Ideniification for Pfumbing Piping and Equipment." B. �quipmenk Nameplates and Signs: Install engra�ed plastic-laminate equipment name�lates a�d signs on each automa#ic controller. 1. Text: In addition to identifying unit, disfinguish between multipie units, inform operator of aperationa� requirements, indicate safety and emergency precautions, and warn of hazards and improper operations. C. Warning Tapes: Arrange far instal�ation of cantinuous, underground, detectable warning tapes o�er undergraund piping during backfilling af tranchas. 5ee Division 31 Section "Earih Ma�ing" far warning tapes. 3.1 Q A. � FIELD QUALITY CONTROi. Manufacturer's Field Service: Engage a factory-authorized sarvice representative to inspect, test, and adjust components, assemhlies, and equipment installatio�s, including connections. PerForm tesfs and inspections. i. Manufacturer's Field 5ervice; �ngag� a factory-aut�orized service representa�i�e to inspect components, assemblies, and equipment installations, including connections, and to assist in testing. C. Tests and [nspections: 1. LeaEc Test: After installation, charge system and test for leaks. Repair leaks and retest until no leaks exist. 2. ��erational Test; After efectrical circuitry has been energized, operate controllers and automatic control �al�es to canfirm proper system operation. CITY OF PORT WORTH VICK�RY BLVD RETAINING WALL STANI7ARD CONSTItUCTION SPECIF'ICATION I�OCUMENTS City PrajecC No. 102446 NOVEMB�k 1, 2021 9999.0004 - 12 PLANTIHfG IRRIGA'3"fON Page 12 of l2 D. E. 3.11 A. B. C. 3.1 � A. 3.13 A. 3. Test and adjust controls and safeties. Replac� damaged and malfunctioning controls and equipment. Any irrigaiion product will be consiclered defecti�e if it does nat pass tesks and inspections. Prepare test and inspection reparts. ADJI�SiING Adjust settings of cantrollers. Adjust autornatic control �ak�es to provide flow rate at rated operating pressure required far each sprinkler circuit. Adjust sprinklers and de�ices, except those intended to be mnunt�d aboveground, so they will be ffush with, or not more than 112 inch a6o�e, finish grade. CL�AN113G Flush dirt and debris firom piping before installing sprinklers anc� other devices. DE.MONSTRATIOI� Train Owner's maintenance persannel to adjust, operate, and maintain automatic control valves and conkrollers. END OF S�CTION CJTX OP FORT WQRTII VICRBRY BLVD RETA]INING WALL STA�TDAItD CONSTRUCTION SP�CIFICATiQN DOCUMEN'CS City Project No. 102446 1VOVEMB�R 1, 2p21 �04 ��ii� `� o� R�r��ng C�nCr��e 1. ��SC�fPTION �, 3. 4, Break, remove, and salvage or dispose of existing hydrau�ic cement concr�te. CONSTRUCiION �� Taxas ��„�n� af Ttenapohe!lnr� Remove existing hydraulic cement concrete from locations s�own on the plans. Avaid damaging concrete that will remain in place. 5aw-cui and remove the existing cancrete to neat lines, Replace any concrete damaged by the Contractor at no expense to the Department, Accept ownership and praperly dispose of broken concrete in accordance with federal, state, and local regulations unless otherwise shov�n nn the plans. M�RSUR�M�NY Removing concrete pavement, floors, porches, patios, riprap, medians, foundations, sidewalks, drivew.ays, and other appurtenances wil2 be meas�red by fhe square yard (regardless of thickness) or by t�e cubic yard of calculated volurne, in its original pasition. Removing curb, curb an� gutter, and concrete traffic barri�r will be measured by the foot in its orig�nal position, 7he removal of mor�olithic concrete curb or dowelled cancrete curb will be included in fhe concrete pavemer�t measurement. Removi�ng refaining walls will be measured by the square yard along t�e front face from t�� tap of the wall to the top flf the footing. This is a plans quantity measurement Item, Th� quanfity fo be paid is the quant�ty shown in the propasal, �nless madifi�d by Article 9.2., "Plans Quantity Measurement," Additional measurements or calculations will be made if adjustmenfs af quantities are required. �AYM�N`T 7he v�ork performed and materials furnished in accordance with fhis Item and measured as provided under "Measurement" wiil be paid for at fhe unit price bid for "Removir�g Concrete" o# the type specified. This price is fuli compensatian for breaking the concrete; �oading, hat�ling, and salvaging or disposing of the material; and equipmenf, fabor, tools, and incidentals, Removing retaining wall faotings wil� not be paid for directly but will be considered subsidiary to this Item. 73 110 If�l'11 � 1 � �X��V��IOn �. Q�SG�Ip�ION �� mX� ��+,enr o! Thaneportaelco Excavate areas as shawn on the plans or as directed, Remave materials encauntered to the lines, grades, and typical seciions shown on the plans and crass-sections, z. con�sr�ucT�oN Accept ownership of unsuitable or excess material and dispose of material in accorda.nce wiih local, state, and federal ragulations at locations outside the right of way. Mainfiain drainage in the excavated area to avoid damage to the roadway secfion. Correct any damage to the subgrade caused by weather at no additional cast to the Deparfinent. Shape sfopes to avaid loasening material 6e1ow or autside the propased grades. Remove and dispose of slides as directed. 2.1. I�ack Cuts. Excavate to finisf� subgrade. f�anipulate and campact subgrade in accordance wifh Seciion 132.3,�., "Compacfion Methods," unless exca+ration is to clean homogenous rock a# fnish subgrade el�vation. llse approved embankmant materia! compacted in accordance with Section 132,3.4., "Compaction Methods," to replace undercut material at no additianal cost if excavation exkends belowfinish subgrade. 2.2. Earth Cuts. Excavate to finish subgrade. Scarify subgrade ta a uniform depth at least fi in. belorx finish subgrade elevaiion in areas where base ar pavement structure will be placed on subgrade. Manipulate and compact subgrade in accordance with Secfion 132.3.4„ °Compaction Methods." iake corrective measures as direeted if unsuitable material is encouniered below subgrade elevatians. 2.3, Subgrade Tolerances. �xcavate to within 112 i�. in cross-section and 1I2 in. in 16 ft, measured longitudinally for turnkey construction, Excavate to within 0.1 ff. in cross-secfion and p.1 ft. in 16 ft. measured longitudinally for staged construction. 3. M�,45U��M�Hi This Item wilf be measured by th� cubic yard in its original position as com�uted by the mefhad of average end areas. This is a plans quantity measurement Item. The quantity to be paid is fhe quantity shown in the proposal unless modified by Article 9.2., "Plans Quantity Measurement." Additional measurements arcalcufations wifl be made if ad�ustme�ts of quantities are required. Limits of ineasurement for excavation in retaining wa11 areas will be as shown on the plans, Shrinkage or swelling factors will nof be considered in determining the calculated �uantities. 4, �AYMENT The work performed and materials fumished in accardance with this Item and measured as provided under "M�asurement" wilf be paid for at the unit price bid for "Excavation (Roadway)," "Excavation �Channek)," 76 910 "Excavation (Special)," ar "Excavation (Roadway and Ghannel)." 7his price is #ull campensation for authorized excavation; drying; undercutting subgrade and reworking or repfacing the undercut material in rock cuts; haufing; disposal of maierial nof used elsewi�ere on the project; scarification and compaction; and equipmen#, �abor, materials, tools, and incidentals. Drying required deeperthan 6 in, below subgrade elevafion will be paid far in accordance with Arficle 9.7., "Payment for Extra Work and Farce Account fNeti�ad." Excavation and replacemeni of unsuitable materia] below subgrade elevations will be performed and paid for in accordance with #he applicable bid items. However, if liem 132, "Embankmeni," is nat included in the Gontract, payment for replacement of unsuitable material will be paid for in accordance with Article 9.7,, "Payment for Extra Wark and �orce Account Nfethod.° When a sfide not due to the Contractor's negligence or operation occurs., payments for removal ar�d disposal of ti�e slide materiaf will be in accordance with Article 9.7,, "Payment for Extra Work and �orce Account Mefhod," Excavation ir� backfill areas of retaining walls will not be measured or paid for directiy but will be su6sid�ary to pertinent Items, 77 132 I$�i11 � 3� �I'i�b�ll�t1i1�11� 9�SC�IP�[ON .� � Texss Departirrent o! 7YanspwfeNon Fumish, place, and compact materials for construcfion of roadways, embankments, levees, dikes, ar any designated section of the roadway where additional material is required. z. MAT��IA�S Furnish approved makerial capable af forming a stable embankment from required excavation in fhe areas shown an fhe plans or irom sources outside the right of way. Provide one or more of the following types as shown o� the plans: � 7ype A. Granular material #hat is free from negetation or other objectionabEe material and meets the requiEements of Table 1, Table 1 �erform the Linear Shrinkage test only as indicated in Tex '� 04E. o Type B. Materials such as rock, loam, clay, or other approved materials, ■ Type C. Material meeiing fhe specification requirements shown on the plans. Type C may be further designated as iype C1, C2, etc. II Type D. Material from required excavation areas shown on the plans. Meet the requirements af fhe pertinent retaining wall Items far retaining wall backfill material, CONSTRUCTION Meet the requirements of Item 7, "Legal Relations and Responsibilities," when off right of way sources are used, �lotify ihe Engineer before apen9ng a material source to allow fvr required testing. Comp{ete preparation of the right of way in accordance wiih Item 100, °Preparing Right of Way,° for areas to receive emba�kment. Backfill tr�e-stump holes or nther minor excavations with approved material and tamp, Restore the ground surface, including a�y material disked loose or washed out, to its original slope. Compact the ground surface by sprinkling in accordance with Item 204, "Sprinkling," and by rolling using equipmentcomplying with Item 210; "Rolling," when directed. Scarify and loosen the unpaved surface areas, except rock, fo a depth of at least 6 in. unless atherwise shown on the pfans. Bench slopes before plaeing material. 8egin placement of material at the toe of slopes. Qo nat place trees, slumps, roofs, vegetatian, or other objectio�able material in the embankmant. Simultaneously recompact scarified material with the placed embank�nent material. Do noi exce�d the layer depth specifiad in Section 132,3.4„ "Compaction Methotls." Construct embankments ta the grade and secfions shawn on the plans. Canstruct the embankment in layers. approximately parallef to the finished grade for fhe full +xidti� of the individual raadway cross-sections unless 80 732 otherwise shown nn the plans, �nsure that each sectian of the embankment conforms to the detailed sscfions or s�opes. Maintain the finished section, tlensity, and grade until tne praject is accepted. 3,1. Earth Embankments. Earth embankmenf is mainly camposed af material other than rock. Cons#ruc# embankments in successive layers, evenly distributing maferials in lengths s�ited for sprinkling and rolling. Treat material in accordance with Item 260, "Lime 7reatmenf (Road-Mixed)" or Item 275, "Cemenf Treatment {Road-Mixed)" when required. Obtain approval ta incorporate rock and broken concrete produced by the consfruction project in the lower layers af fhe embankment, Place the rack and conerete outside th� limits of fhe aompleted roadbed when fhe size of approved rock or brofcer� concreEe exeeeds the layer thickness requiremenfs in Secfian 132,3.4„ "Compaction Metnads." Cut and remove all exposed reinforc'sng steel (rom the broken concrete. Move t�e material dumpetl in piles or windrows by blading or by similar methods and incorpor�te it info uniform layers. Feafheredge or mix abutfing layers af dissimilar material for at least 100 ft. fo ensure there are no abrupt changes in ihe material, Break down clads or lumps of material and mix embankment until a uniform material is att�ined. Apply water free of industrial wastes and other objectionable mafterto achieve the uniform moisture content specifieo� for compaetion. Roll and sprinkle each embankment fayer in accordance with Section 132.3.�,1., "Ordinary Compaction," wi�en ordinary compaction is specified, Compact the layer ta the required densify in accordance with Sectian 132.3,4.2., `Density Contral," wf�en density cantrol is specifietl, 3.2. Rock Embankments, Rock er�bankment is mainly composed of rock. Construct rock embankments in successive layers for the full width of #he roadway cross-section with a depth of 1$ in, or less. Increase the layer depth for large rock sizes as approved. Do not exceed a depth of 2-112 ft. in any case. Fill voitls created by fhe large sfone matrix with smaller stones during the placement and filfing operafions. Ensure the depth af the embankment layer is greater fhan the maximum dimension of any rock. Do not place rock greater than 2 ft, in its maximum dimension, unless atherwisa approved, Canstruct the final layer with graded material so that the densify and unifarmity is in accordance with Sectian �32.3,4., "Compactian Methods," Break up expos�d aversized matertal as approved. Roll an.d sprinkle each embankment layer in accordance with 5ectian �32.3.4.1., "Ordinary Compaction," when ordinary compaction is specified. Compact each layer to the required density irt accardance with 5ection 132.3.4.2., "Density Cantrol," when density contral is specified. Proof-roll each rock layer as directed, wi�ere density testing is nof possi6le, in accordance with Item 216, "Proaf Rolling;" to ensure proper compaction. 3.3. Embankments Adjacentto Culverts and Bridges. Gompact embankments adjacent to culverts and bridges in accordance with lfem 400, "Excavafian and Backfill far Structures;" 3,4, Compaction Methoas. Begirt rolling langitudinally at the sides and proceed towaTd the center, overlappiRg on successive trips by at least 112 the width af the roller. Begin rolli�g at the lower side and progress toward the high side an super elevated curves, Rliernate raller trips to attain slightly different lengths, Gompact embankmen#s in accardanee with Sectian 132.�4,3,, "Ordinary Compaction," or Section 132.3,4.2„ "Densixy Control," as shown on ti�e plans, 3.4.1. Qrdinary Compaction, Use approved rofling equipment complying with Item 210, "Rofling," to compact each layer. Use specific equipment when required by the plans or the Engineer. Da not aliow the loose dept� of any layer to exceed 8 in., unfess otherwise ap�roved. Bring each layer ta the moisture content directed before and during rol�ing operations, Compact each [ayer until there is no evidence of furt�er consolidation, Maintain a level layer to ensure unifarm compaction, R�compact and refinish the subgrade at np additinnal expense ta the Department if the required stability or finish is last for any reason. 81 132 3.42, Density Control. Compact eaci� layer to the required density using equipment complying with Ifem 21Q, "Ro{ling," �etermine the maximum lift thickness based on the ability of the campacting aperation and equipment to meei the required density, Qo not exceed layer thickness of 16 in. loose ar 12 in. compacted material unless otherwise ap�roved, Maintain a level layer to ensure uniform compaction, The E.ngineer will use Tex-914-E to determine the maximum dry density (Da) and optimum moisture content (Wapi), Meet the requirements for field density and mo�sture content in Table 2 unkess otherwise shown on the plans. Table 2 Fieid �ensi Contral R uirements �escription Densi Tav_„�� Moisture Content PI s 15 >_ 98°/a [le 15 � Pl � 35 z 98% �a and � 102% Da ? Wo t PI � 35 � S5% pe and � 10Q% Ds � Wa c Each layer is subject to testing by the Engineer for density and moisture content. During compaction, the moisture confent of the sail should not exceed the value shown on the moislure-density curve, abave nptimum, required to acfi�ieve: � 98°/a dry density for soils with a PI greater than 15 but less fhan or equal to 35 or 0 95°/o dry density for so'tls with PI grea#er than 35. Remove small areas of the layer ko allow for densiry tests as required, Replace the removed material and recompact at no additional expense to the pepartment. Proof-rafl in accordance with Item 216, "Proof Rolling," when shown an #he plans or as directed, Correct soft spots as direcked. 3.5. l�aintenance af Moisture and Revuor�Cing. Maintain Ehe density and moisture cantent ance all requirements in Table 2 are met. Maintain the moiskure content no lower than 4°/o below optir�um for soils with a PI greater than 15. Rework fhe material #o obtain the specified compaction when the material loses the r�quired stability, density, moisture, or finish. Alter the compacfion methods and procedures on suhsequent work tv obtain specified densi#y as dErected. 3.6. Acceptance Criteria. 3.6,1. GradeTolerances. 3.6.1,1. Staged Consiruction. Grade ta within 0.1 fi. in the cross-sectian and 0.1 ft. in 16 ft. measured longitudinally. 3,6,1,2. Turnkey Canstruction. Grade ta within 112 in. in the cross-section and 112 in, in 16 ft. measured longitudinally. 3.6,2. Gradakion 7olerances. Ensure no more than 1 of the 5 most recent gradation tests is autside the specified limits on any individua! sieve by more than 5% when gradation requirements are shown on the plans, 3,6.3. Density Tolerances. Ensure no more than 1 of th� 5 most recent dens9ty tests for compaction work 9s. outside the specified density limits, and no test is autside the limiks by more than 3 pcfi. 3,6.4. Plasticity 7olerances. Ensure na moce than 1 of the 5 most recent PI fests for mate�ial is outside the specified limit by moce than 2 points. 4. M�ASUR�M�NT Embankment will be measured by the cubic yard. Measurement will be further defined for payment as follaws: 82 432 4.1. Final, The cu�ic yard wil� be measured in its final position using the average end area method. �he volume is cflmputed be�ween ihe origina[ ground surface or the surface upon whic� the embankment is tn be canstructed and the lines, grades, and slopes af the embankmenf. In areas oF salvaged topsoil, payment for embanlcment will be made in accardance with ftem 1G0, "Topsoil." Shrinkage or swell factors will not be considered 'm determining the calculated quantities. �4,2, Original, The cubic yard will be measured in its original and natura! position using the av�rage end area method, 4.3. Vehicle, The cubic yard will be measured in vehicles at the point of deliuery. When measured by the cubic yard in its final positian, this is a plans quantity measurement Item. The quanfity fo be �aid is the quantity shown in tne propasal, unless modified 6y Article 9.2., "Plans quantity Measurement." Additional measurements or cale�lations will be made if adjustments of quantities are required. Shrinkage ar swell factors are the Cantractor's responsibility. When shawn an the plans, factors are far informational pur�nses only. Measurement af retaining wall backfiil in embankment areas is paid for as embankment unless otherwise shawn on the plans, l.imits af ineasurement for embankment in retaining wall areas are shown on fhe plans. �. �AYM�NT 7he work performed and materials furnished in accflrtlance wiih this Item and measured as provided under "Measurement" will be paid for at the unit price 6id for "Embankmeni (Final}," "Embankment (Originalj,° or "�mbankmerrt (Vehicle}" of the compaction mefhod and type specified. This price is full compensation for furnishing embankment; hauling; placing, compacttng, finishing, and reworkmg; disposal of waste mater'tal; and equ�pment, labar, toals, and incid�nta�s, When proof rolfing is directed, it will be paid for in accardance witt� Item 216, "Proof Rolling," All sprinkling and rall�ng, except proof ralfing, will not be paid for directly buE will be considered subsidiary to this Item, unless otherwise shawn on the plans, Wh�re subgra�e is constructed under this Contracf, carrection of soft spats in the subgra�e will �e at the Contractor's expens�. Where subgrade is not constructed under fhis Contracf, correction of soft spats in fhe subgrade will be paid in accordance with Article 9.7., "Payment for �xtra Wor#c and F'prce Account Method." $3 403 ltem A�03 T�r�p�rary �pee��l Shoring 1. ��SCRlPTIOH � �,�5 DepaRment of 7'iensporraflon �umish and instail femporary shoring to hold fhe surrounding earhh, water, or both out of the work area, �. MAT�RIR�S Fumish new or used materials, Furnish materials that meet the requirements o# Item 423, "Retaining Walls," when using temporary Mechanically Stabilized �arth �MSE) walls, Furnish materials that meet the cequirements af Item 410, "Soil Nail Anehars," or Item 41i, "Rock Nail Anchors," wMen using temporary nailed walls (rock or soil}, 3, CONSif2UCTI0N The Contractor is responsible for the iemporary special shoring design unless compleie details are included on the plans. Submit details and design calculakions bearing the sea! of a licensed profiessional engineer be�are canstructing the shoring. 7he aeparkment reserves khe righi ta rejecf designs, Design the shoring ta comply with 05HA 5tandards and lnterpretations, 29 CFR Part 1926, Subpart P, "Excavations." Design strucfura! systems to camply with RASHTO Standard 5pecifrcatrons for Nighway Bridges or AASHTO LRFD Brrdge Design Specificafions, Design shoring subject to railroad loading to comply with the AR�MA Man�al forRailway Engineering and any additianal requirements of the railway �eing supported, Provide vertical or sloped cuts, benches, shields, supporf systems, or oth�r systems to provide ihe necessary protection in accordance with the a�proved design. Consiruct femporary MSE walls, w�en used, in accordance with Item 423, "Retaining Walls." Construct temparary nailed walls (rock or soilj, when used, in accardance with Item �10, "Sail Nail Anchors," or Item 411, "Rock Nail Anchors." 4. M�ASUR�M�N� This Item wili be measured by khe square foot of surface area of a vertical plane at the face of the shoring between the top of the ground being supported and the minimum protectian grade lin� shown on the plans, H no minimum protecfion grade is shown on the plans, the lowest required �xcavated elevatioR will be used. 5horing projecting abave the level af the ground being supported will not be measured. When excavafion techniqu�s (e,g„ sioped cuts or benching) are used to provide the necessary protection, the surface area for payment will be calculated based on the area described by a verfical plane adjacent to the strucfure. 5. �AYM�NT The work performed and materials furnished in accordance with this Item and measured as pravided under "Measurement" will be paid for at the unit price bid for "Temporary Special Shflring." This price is full compensation for excavatian and bacfcfill; furnishing, placing and remo�ring shoring, sheeting, or bracing; de- watering or divers9on of water; jacking and jack removal; and equipment, labor, materials, toals,. and incidentals. No payment will be made for special shoring made necessary by the sefection af an opiianal design or sequence af work that creates the need for shoring. 417 a�s �'��r11 �'� � 9rilled Sh�� Foundation� �. ��SGRI�'T10�V Canstruct foundations consisting of reinfnrced or nan-reinforced concre#e drilled sha�s. 2. MAi�RIALS Use materials that meet the requirements of the fallowing Ifems. l� Item 421, "Hydraulic Cement Cflncrete," ■ Item 440, "Reinforc�ment for Concrete," and o Item 44$, "Structu�al Field Welding," =� � � re�ras �A��,�t otTiensponatlnn Use concrete for deilled shafts thaf ineets the requirements of 7able 1 unless otherwise shown on the plans, Table 1 Cancrete for Drilfed ShaRs d 5hafi Type Concrete Class A Class C and underwaterooncrete Use caarse aggregate Grade 4, 5, or 6 for drilled shaft concrete in reinforced drillsd shafis. Grade 2 or 3 may be used if the shaft is dry and reinforcing steel has a 5 in. minimum clear spacing. Use a wat�r-reducing, retarding admixture in accordance with DM5-4fi40, "Chemical Admixkures for Concrete," in all concrate w�en usin� casing that will be p�lled or when placing shafts underwater or under slurry, Use concrete with slump thaf ineets the requiremenfs of Table 2 as determined by Tex-495-A. Table 2 51um Re uirements Placement Minimum Acceptable Recommended Design Maximum Acceptable Type Placement Slump, and Placement Slump, placement Slump, in. in. in. Dr 5-l12 6-112 7-112 Underwater and , „ „ Perform a sfump loss test in accordance wiih Tex-43U-A bEfore beginning work when casing is fo be pullsd or concrete �s to �e placed underwater or und�r slurry. Provide concrete that will maintain a slump of at least 4 in. throughout the enfire anticipated time of concrete placement, Time of concrete placement is described in Section 416.3,6., °Concrete," and Section 416.3.7., "Additianal Requfrements for Slurry Dispfacement or Underwafer Cancrefe P�acement Methods." Note the iemperature af the concrete mix at the beginning of the sfump loss test. Place the cancrete if its temperature at the time of placement into the dri�led shaft is no more than 10°F hig�er #han the slump loss test temperature. Use ice or other concrete cooling ingredients to lower concrete femperature, or run additianal slump loss tesfs at the higher temperatures. Slump loss testing will be wasved if anticipated time of concrete placemeni is fess than 90 minutes, Use mineral drilling slurry fhat meets ihe requirements of Ta�le 3, as determined by 7ex-130-E. Determine pN of slurry by 7ex-128-E or pH paper strips. 440 49fi Table 3 .��! Before lntroduction into the Excavation Speciiic 5and Gravitv Gontenk Sampled from the Bottom of ihe �xcavatton before CancretEn H 5pecific Viscasity Sand p Gravitv (sec.l Content s1.10 � s1% �$-i1 � s1.15 � S45 j s4% Use mir�eral slurry consisting of process�d bentonite or aftapulgife clays mixed with clean fresh water, Do not use partially hydrolyzed polyacrylamide (PHPA) polym�ric slurry ar any blended mineral-polymer slurry, If appro�ed, water may be used as fhe dri{ling fluid. In this case, all of th� pravisions of Table 3 must be met exeept thaE the maximum specifiic gravity is nat ko excead 1.12. Sample slurry from the bottom of the hole, before placing cor�crete, and test it in accordance with Tex-130-�. Use a p�mp or air lift to remove slurry that daes nof �neet the requirements of Table 3 while adding fresh clean siurry to the top of the hole to m.aintain the slurry level. Cnntinue fhis o�erakian �tntil the slurry sampled from the bottom of the hofe meets the requirements, CONSiI�UCTION Submit Drilled 5haft installation plan for review no later than one month befar� drilled shaft construction, Include the following in the plan: l� Name and experienca record of fhe drifled shaft superintendent wha ruill be in charge of driped shaft operations for this projeet. � List of praposed equipment to be used, including cranes, drills, augers, bailing buckefs, final cleanin.g equipment, desanding equipment, s�urry pumps, core sampling equipment, tremies or concrete pumps, casing, �tc. � Details of averall construction operatifln sequence and tfi�e sequence af shaft construction in bents or groups. � Details of shaft excavation methods. a When the use of slurry is anticipated, details of the slurry mix design and its suitability for the subsurface conditions at the cvnstruction site, mixing and siorage methods, maintenance methods and dispnsal procedures. o Qatails of inethods ta clean t�e shaft exeavation, ■ Details of reinforcement placemen#, including support and centralizafion r�athods. ■ Details of concreke placemenf, including proposed operational procedures for free fall, t�emie or pumping methads. � Details af casing installa�ion and removal mefhods. The installation plan will be reviewed far conformance with the plans, speeifications and special provisions, The Contractor will be nfltified within 14 days of receipt of the installatian plan of any additional information required andlor ehanges necessary to meet the canfract requirements. All proeedural approvals given will be subject to trial in the field and will not relieve the Contractor of the responsibility to satisfactorily camplete fhe work as detaifed in khe plans and specifications. place fhe shaif to within the following tolerances: � Verfical plumbness-1 in. per 10 feet of deptl�. ■ Center of shaft lacated under column-1 in, of horizontal plan position. ■ Center of shaft located under footing� in, of horizontal plan position, Complete the embankment at bridge ends before instalEing drilled shaffs that pass through the fill. Refer to Item 423, "Retaining Walls,° for provisfons for drilled shafts passing through the strucfural volume of retaining walls, 441 416 3.1. Excavation. 7he plans indicate the expecfed de�ths and elevatinns far �ncountering satisfactory bearing material. E�ccavate as required for the shafts thraugh all materials encountered to the dimensians and elevafions shown on the plans or required by the site conditions. Removal of man-made obstr�ctions nat si�own on the plans will be paid for in accordance with Article 9.7., "Payment for Extra Work and Force Acco�nt Mefhad," Adjust the bottom of the shaft or alter t�e foundation if satisfactory founding material is not encountered af p.lan elevafion, as approved to satisfac#orily comply wit� design requiremenfs, Blasting is not allowed for excavations, Stop drilling if caving conditions are encountered, and adopt a conskruction method that stabisizes ti�� shaft wal Is. Do not excavate a shaft wifhin 2 shaft diame#ers (clearj of an apen shaft excavation., or one in which concrete has been placed in the preceding 24 hr. Dispose of material excavated from s�afts and not incorporated into the finished project in accordance with the plans and with federal, state, and Incal laws. Provide s�itable access, lighting, and equipmenf for proper inspectian af the completed excavafion and checking the dimensions and alignment af shafts excavaiion. 3,2. Core Holes. Take cares to tletet'mine the character of the supporting materials if directed, lJse a methad that will result in recovery of an infact sample adequate for judging the cl�aracter of the fo�nding material. Such cores should be af leasf 5 ft. deeper than fhe proposed founding grade or a dep#h equal ia the diameter of fhe 5haft, whichever is greater. i'ake these cores when the �xcavation is compfete. 3,3, Gasing, lJse casing when necessary to prevent caving of ihe material, io exc�ude grour�d water, when slurry is used for hole stabilizafion, or when required as parf of fhe Contractor's Safety plan, Provide casing witt� an outside diameter not less than the specified diameier oF the shaft, The portion af shaf# 6elow the casmg may be as much as 2 iR, smaller than the specified shaft diameter, No extra compensatian will be matle for concrete required to fill an oversized casing or oversized excavation. lJse casing strong enough fo withsfand handling stresses and pressures of concrete and af the surrounding earth or wafer, and that is wa#e�tight, smooth, clean, and free of accumulations of hardened concrete. Use construction methods fhat result in a minimal amaunt of disiurbed soi] b�ing trappetl outside fhe casing, This does not apply ta tempnrary undersized casings used to pratect workers inside s3�.afts or to drilled shafts designed for point b�aring only, Leave casing in place only if autharixed or shawn on the plans. Extract casing only after pfac€ng the concrete to an appropriafe level. Maintain sufficient concrete in the casing at all times ta counteract soii and wafer press�re. Rotate or move the casing up or dor�n a few inches if necessary before and during concrete placerrtent to facilitate ext�action of the casing, 3,4, Requirements for SEurry pis�lacement Method, When soif conditians warrani, use fhe slurry displacem�nt method to construct drilled shafts unless ofherwise shawn on the �lans. Use this mefhod ta support the sides af the excavation w�ith processed mineral slurry fhat is then displaced by concrete to €orm a continuous concrete shaft. Install surface casing to a minimum of 10 ft, belaw existing ground �efore introducing slurry, Do naf us� casing other than surface casing. Do not use surFar,� casing longer fhan 20 ft. wifhout approval, �o not extract the surface casing until after placing the concrete, Pre-mix slurry in a reservoir wifh enaugh capacity to fiil fhe excavatian and for recovery of the slurry during concrete pfacement. �o nat mix slurry ir� the shaft excavatian or other hofe, Allow adequate time €or hydration of the slurry before introducfion into the excavation, Maintai� a head of slurry in the shaft excavation ai or rzear ground level or higher, as necessary, ta counteract ground water pressure during and after drilling. 442 416 LJse an air liit or proper sixe cleanout bucket, Just before plac�ng reinforcing steel, to remave any material t�at may hava falken irom the sides of fhe �xcavation or accumulated on the bottom after the completion of drilling. Use a cl�anout bucket if [naterial is too large fo be picked up with an air lift. Re-pracess the hole with khe auger as directed if concrate placement is nof started within 4 hr. of the completion of the shaft excavation. 7hen clean the bottom with an air lift or cleanout bucket, and check the slurry at the bottom of the hole for compliance wilh the slurry requirements of Article 416.2., °Materials." Agitate the congealed slurry ta liquefacfion if th� slurry forms a gel before cancrete plaeement, and whenever direcied. Recaver and dispose of all slurry as approved, and in accordance with all federal, stafe, and local laws. Do not discharge slurry into or in close proximity to streams or Qther bodies af water. 3.5, Reinforcing 5teel, Completely assemble the cage of reinforcing steel, and place it as a unik immediately before concrete placement. The cage consists of longitudinal bars and lateral reinforcement (spiral reinforcement, laferaJ ties, or horizontal bands). Connect individual segments with cauplsrs or by lapping steel as appra�ed if overhead obstacles prevent placement of fhe cage as a single unit. Extend fhe reinfarcing steel cage as faliows ifi the shaft is lengthened beyond plan length unless directed otherwise, d Exf�nd the cage ta the bottom for shafts supAorting structures other than bridges. d Extend the cage to 25 ft. or ta the bottom, whichever is sh4rter, for bridge shafts v�ikh plan lengths less than 25 ft, r� Do nnt extend the cage for bridge shafts wit� plan lengths at least 25 ft. that are iengthened less than 33% af plan length. ■ Extend the cage as directed for bridge shafts with plan lengfhs at least 25 f�. that are lengihened more than 33% af plan length. If the cage does not reach the bottom of the shaft, it may be suspended, or a partion of the longitudinal steel may 6e extended ko support fhe cage on the bottom of the shaft, Bars used ta extend or support khe cage may be lap spliced or welded by a qualified welder. Place the extension at the bottam of the shaft. Tie spiral reinfarcemenf to the longitadinal bars at a spacing no mare than 24 in,, or as required for a stable cage. �nsure lateral reinforcerrrent is nof welded to longitudinal bars unless otherwise shown on the plans. Center the reinforcing steel cage in the excavation u�ing approved "ralle�" type c�ntering devices uniess otherwise approved. LJs� concrete or plastic chairs to keep the reinforcing cage off of the bottom of the hale. Use centering devices starting at 1.5 ft, off from the bottom af the cage and spaced vertically at intervals not exceeding 10 ft, Use a minimum of 3 centering d�vices per 1eve1 af a spacing not to exceed 30 in, Flat or crescenf-shaped centralizers ("sleds") ara not allowed. Support or hold down the cage to control vertical displacement during concrete placement or extraction af the casing. Use support that is cancenlric with the cage to prevent racking and distortion af the steel, Check the eievation of the top of fhe steel cage before and af�er concrete placement ar after casing extracfion when casing is used. Downward morrement af t�e steel up ta 6 in, per 20 feet of shait length and upward movement ofi the steel up to 6 in, total are acceptable. Mainkain the minimum length of steel required for lap with column steeL Us� dawel bars if the proper lap length 3s provided 6oth into the shaft and into fhe column. Locate and tie all dowel bars into the cage before placing oancrete or insert dowel bars into fresh, workable cancrefe. Locate and tie anchor boits when requir�d before placement of concre#e, Use tempaates or other devices ta assure accurate placement of anchor bolts. 443 416 3.6, Concrete. PerForm all wark in accordance wifh I#em 420, "Concrete Substructur�s." Provide cancrete wifh maximum placement temperatures as specified in Table 4, Provide thsrmal analysis fo show and temperature reeording devices to verify maximum core temperature requirements are met as specified in Section �20.4.7.14., "Mass Placemenfs," a5 directed, Table �k Maximum Concrete Placin Tem �rature Shaft Mix I)esign Mix Design 5ize 0 fions 1-5 0 tions 6-B �i�meter < 5 ft, 95°F 95°F 5 fl.s Diameter s 7 ff, 95°F � 85°F 7 ft, < Diameter � 85°F 75°F Form portions of drilled shaftthai project above natural ground. Remove loos� maferial and accumulated seep water from the bottom of the exeavatinn befor� pfacing concrete. Place concrete using undetwater placement methods if water cannoi be removed. Place concrete as soon as possible after all excavation is complete and teinforcing sfeel is placed, Provtde workable concre#e that does not require vibrating or rodding. Vibrate formed portions of drilled shafts. Place concrete continuously for the entire length of the shaft. Limit free fall of concrete to 25 ft, for dry shafts of 24 in. or smalfer diameier. Use a suitable tube or tremie ta prevenf segregation of maferials. Use a fube or tremie in sections to provide proper discharge and permit raising as the placement pragresses. For dry shafts over 24 in. diameter, concrete can ba allow�d to free fall an unlimiEed distance if it does not sirike the r�inforcing cage or sides of the hole during placemenf. Provide a hopper with a minimum 3-ftJong drop-tube at the top of the shaft to direct concrete vertically dawn t�e cenfer of ihe shaft when free falf is used. Da not use a shavel ar other means to simpfy defleet #he cone�efe discharge from the truck, �laintain a sufficient head of cancrete for cased shafts af all times above the bottnm of the casing #o overoome hydrostatic pressure. Exfrac# casing at a slow, unifarm rate wiih the pull in line vuith the axis of the shaft. Monitor tha concrete level in #he casing during extraction, Stop the extraction and add concrete to the casing as required to ensure a complefely full hole upon casing removal. The elapsed fime from the mixing of the first concrete pfaced into the cased portion of fhe shaft until the complefion of extraction of tne casing m�st not exceed the time for wi�ich the concrete maintains a slump of over 4 in, irs accordanc.� with Artic3e 416.2., "Materials," Modify the concrete mix, the consfruction �rocedures, or both For subsequen# shafts if fhe efapsed time is exceeded. Cure the top surface and treat any cansfr�tction joint area in accordance with Item 420, "Conerete Substructures." 3.7. Additivnal [�equirements for Slurry �isplacement or Underwater Goncre�te Placement Nletf�ods, Place concrete on fhe same day the shaft is excavated and as soon as possibl� after all excavafion is camplste and reinforcing steel is placed. Use an air lift or cleanout bucket of the proper size to elean the bofEom of the excavation before placing the reinforcing st�el cage and conerete, Place concrete through a closed tremie ar pump it to the boftom af the excavation. The minimum tremie diameier will be af leasf 6 times t�e maximum size of aggregate used in the concre#e mix but r�ot less than 10 in. Ini#ially seal the tremie or pump line to posiiively separate the concrete from fhe slurry or water. Place concrete continuously from the beginning of placement ur�tif fhe shaft is completed. Keep the fremie full of cancrete and wel� su�merged in the previously placed concrete at all times i# using a tremie, Raise the tremie as necessary to mair�tain the free flow of concrete and the sfability of any casing used, Keep the discharge tube submerged in the previously placed concrefe at all times if using a pump, Place additional cancrete to ensure the remaval af any contaminated concrete at the top af the shaft. Allow the top portion of concrete to flush completely from the hole at the completion of the pour unfil there is no evidence af slurry or water contamination. Do nat atterrtpt to remove this cancretE wifh shove�s, pumps, or ofher means. Level the top of shaft with hand tools as necessary. Us� a sump or other appraved method to channe] displaced fluid and cancrete away from the shaft excavaiion, Recaver �lurry and dispose of it es approved, Do not discharge displaced fluids into or near 444 416 strearns or ofher bodies of water, Provide a collar or other means of eapturing slurry and the top portion of concrete flushed from ihe shaft for pours over water, Remove ihe tube, reseal it a# the boKom, pe�etrate with the tube intfl the concrete already placed by at least 5 ft., and recharge 'it before conkinuing if concret� placement is inferrupted due to withdrawal of the submerged end of the ttemie or pump discharge tube before compleiion, lf this condition exisfs, notify the Engineer and note the elevation and c9rcumstances refated to the lass of seal on the drilled sha� log, The elapsed time from the mixing of the first concrete placed until the completion of concr�te placement, including extraction of the casing, must noi exceed the time far which the concrete maintains a slump of over 4 in. in aocordance with Article 416.2., "Maferials." Modify the cancrete mix, fhe construcfian procedures, or both for subsequant shafts if the elapsed time is exceeded. 3,8, Test Load, Load test shafts, if required, in accordance with Item 405, "F'oundation Load Test." 3.9. Trial Shafi. When re4uired on the pfans, construct trial sha�s to the d�pth and diameter specified on the plans, Trial shaits include: drilling fhe hole, placement o# the rebar cage (unless otherwise stated), and p{acement of the concrete. When trial shafts are required, delay start of �roduction shafts until successful comple#ior� of trial shafts. 4. M�ASURI�M�Ni 4.9. Drilled Shaft, Qrilled shaft faundations will be measured by #he fook to the bottom of the shaft. 4.1,1. lnferior Bents and Piers, Shafts will be measured from a point approximately fi in, below the finished earkhwork elevation at the center oF each sha#t, unless specific elevations or dimensions are indieated an tfi�e plans or uniess otherwise directed to meet unusual conditians. The bent height shown on the plans is for estitnating purposes only and does not cantral the top-of-shaft measurement. 4.1.2. Abutment Bents and Retaining Walls. Shafts wilf be measured from khe bottom of footing or cap elevation. 4,1,3, Other Non-Bridge 5tructures. Shafts, including trial shaffs, will be measured from the top oithe shaft, 4,2. Core Hole. Care holes will be measured by each core hole drilled. �, PAYM�Ni The unit prices bid for the various classifications of drilled shafts will be fu�l compensation for excavation; fumishing, placing, and removing casing; furnishing, processing, and recovering slurry; furnishing, and placing reinfarcing steel; pumping; furnishing and placing concrete, including addi6onal concrete requi�ed to fill an oversiza casing or overs�ze excavation; cond�cting slump loss tests; backfiilling; disposing of cuktings and s�urry; and materials, toois, equipment, labor, and incidentals. When the bottom of a drilled shaft is placed at an elevation below plan grade, no direct payment will be made for extra reinforcement placed to support the cage. The extra reinforcement wifl be considered subsidiary ta the price bid per foot af shaft, No exira payment will be made for casings ieft in plac�. No payment will be made for "arilled Shaft" unti{ the conerete has been placed. 5,1, Drilled Shaft. The wnrk performed and materials furnished in accardance with this Item and measured as provided under "Measuremenk" will be paid for at the unii price bid for "tirifled Sha�t,° "�rilled Shaft (Non-reinforced}," "Drilled Shaft (Sign Mounts}," "Drilled Shaft (High Mast Pale),° "Drilled Shaft (Roadway Illumination Pole)," or "Drilled Shaft (Tra�ic Sig�al Pol�}" of the specified diameter, subject ta the limitations for overruns au#horized by the Engineer given in 5ection 41E.5.1.1., "Dverrun." 445 416 5,1,1, Overrun. Payment far individual completed shaft lengths up to and including 5€t. in excess of the maximum plan lengfh shaft, as defined in 5ection 416,5,1.2„ "M�ximum Pian Length Shaft," will be made a# the unit price bid perfoot of the specified diameier. Payment for #he por�ion of individual completed shaft length in excess of 5 ft. and up ko and incfuding 15 ft. mare than the maximum plan length shaft, as defined in fhis Item, will be made at a unit pr'tce equal to 115°/a af the unit price bid per foot of the specified diamefer, Paymenf for the porkion of individual completed shaft Iength in excess of 15 ft, more fhan the maximum plan length shaft, as defined in 8ection 416.5.1.2., "Maximum Plan Length Shaft," will be made at a unit price equal to 125% of the unit.price bid per foot af the specified dia�neter. 5,1.2. Maximum Plan Length 5haft. Payment described above is subject to the following provisians for extra tlepth drilling: � Far bridge structures, Ehe maximum plan leng#h shaft is the maximum len�th shaft, regard[ess of dlameter, for any drilled shaff on #hat specific bridge, o For retaining walls, the maximum plan I�ngth shaft is the maximum length sl�aft, regardless of diameter, far any drilled shaft on that specific retaining wall. r� For overhead sign structures, fhe maximum plan length shaft is the r�axim�m length shait, regardless of diameter, for any overhead sign strucfuras inc#uded in the Gontract. ■�or high mast illumination poles, ti�e maximum plan lengih shaft is the maximum length shaft, regardless of diameter, for any high masf ilfumina#ion pole inc�udsd in the Gantract, � For roadway illumination poles, the maximum plan length s�aft is the maximum length shaft, regardless of diameter, for any roadway illumination pole included in the Contract. ru Far traffic signal poles, fhe maximum plan length shaft is the maximum len�th shaft, regardlsss of diameter, for any fraffic signal pole included in the Contract. 5.2. Core Hale. Care ho[es will be paid at $200 each. 446 420 I�em 420 ��n�ret� �ub��ru�tur�s 1. D�SC�lPTIO�V 2. 2,1. 2.2, 2.3, 2.4. � T�88 oeaarrm�nr o! 7}anspwtallon Construct concrete substructures incauding footings, columns, caps, abutmenls, piers, culverts, other bridqe suhstruciure elements, and other concrete struckures as indicated. MA��RIALS Concrete. provide concr�te in accordance with ftem 421, "Hydraulic Cement Concrete." Provide the class of concrete fior each type af sfrucfure or unit as shown on the pians nr in perfinent goveming specificatians. Graut or Mortar, Provide grout for dowelling anchors or precast connections in accordance with DM5�4675, "Cementitious Grouts and Moriars for Miscellaneaus Rpplications.° Latex Curing Materials. Pro�ide an acrylie-pakymer latex admixiure (acrylic resin emulsion per OM5�B40, "�Chemical Admixtures for Concrete") suitable for producing polymer-modified concrete or mortar, Do not a11ow latex to freexe. Reinforcing 5teel, Prnvida reinforcing steel in accordance with ltem 440, "Reinforcement for Concrete." 2,5, F�cpansion Joint Nfaterial. Provide materiais in ac�ordance with DNiS-fi310, "Joini Sealanis and Fillers.° � Provide prefo�med fiber expansion joint material that conforms to kh� dimensions shown on the plans. � Provide preformed bituminous fi�er material unEess otherwise specified. � Provide asphalt boacd that eonforms to dimensions shown on the plans. ■ Provide re-banded neoprene filler lhat conform5 fo the dimensions shawn on the plans. 2.6, 2.7 Waterstop, Provide rubber or polyvinyi chloride (PVC) waterstops in accordance with DMS-6160, "Water Staps, Nylon Reinfflrced Neoprene 5heet, and Elastomeric Pads," unless otherwise shown on the plans. Curing Matarials. Provide msmbrane curing compounds 9n accordance with QNES-4650, "Hydraulic Cement Cancrefe Curing Materials and Evaporation Retardan#s," ProUide cotton mats #hat eonsist of a filling material of cotkan "bat" or "bats" (at least 12 oz. per square yard) completely cnvered with unsized cloth (at least 6 oz. per square yard) sfitched longitudinally with conkinuous �arallel rows of stitching spaced at less than � in., or tuft both langitudinally and transversely at intervals less than 3 in. Provide cottan mats that are free from tears and in good general condition. Provide a flap at least 6 in. wide consisfing of 2 thicknesses of the covering and exfending along 1 side af the mat, Prflvide polyethylene sheeting that is at least 4 mils thick and free from visible defects. Provide onky clear or apaque white sheeting when the ambient temperature during curing exceeds 90'F or when applicable to control femperature d�ring mass pours. Provide burlap-polyethylene mats made from buriap im�regnated on � side with a film of opaque w�ite pigmented polyethylene, free from visible de�ects. Provide laminated mats fhat have at least � layer of an impervious material such as polyethylene, vinyl plastic, or other acceptable material (eikher as a salid sheet or impregnated into another fabric} and are free of visible �efects. Provide 6urlap matenal which complies with AASHTO M 182, Class 3(10 oz, per square yard) with the fiollowing additians; �47 420 t� Manila hemp may also be used to make burlap. � Do not use burlap fabricated fr❑m bags. Q Do not use b�rlap cantaining any water solu6le ingredienf which will retard the setting tim� af concrete. Provide used burlap cornA�ying with the requirertt�nts sfated above and that Fras only been used previousfy for curing concrete. "Like new° cleanliness is not expectad, b�t con#ammation with any subsfance foteign to the cancrete curing process, such as grease or ail, will be cause for rejeclion. 2,8, �poxy, Provide epoxy materials in accordance wifh DM5�610fl. "Epaxies and Adh�sives," unless otherwise specified. 3. �QUIPMENT 3,1, Transporting and Placing �quipment. Use appropriate transpo.�ing and placing equipment such as buekets, chufes, buggies, belt conveyors, pumps, or ofher equipment as necessary, �nsure concrete is not transported or conveyed ti�rough eq�ipment made af alumir�um. Use tremies to confrnl the fall of concrete or Far underwater plaeemenf. Use tremies fhat are wate�tight and of large enough diameter to allaw the placement of the concrete but less than 14 in, in diameter. Construct fhe tremie so the battam can be seal�d �nd opened once the tremie has been fu�ly charged wi#h concrete for underwaier plac.ements. Use �umps witi� fines at least 5 in. inside diamefer (I.D.) where Grade 2 or smaller coarse aggregaie is used, and at teast 8 in, I,D. for Grade 1 coarse aggregate. 3.2 Vfbrators. Use immersion-type vibrators for consolidation of concrete, pravide at least 1 standby vibrator for emecgency use. Furnisi� vibrafor head covered by a rubberized or elastomeric cover when used near epoxy coated reinforcing steel, 3.3. Temperature Recording Equipment. Use strip ci�arf temperature recording deuices, recording makurify meters in accordance with Tex-426-A, or ather approved devices ii�at are accurate to wifhin t2�F wfthin ti�e range of 32°F fo 212°F for mass cancrete operations, cold weather plac.ements, and as otherwise specified, 3.�. Artificiaf Heating Equipmenk. Use artificial heating equipment as necessary for maintaining the concrete temperatures as specified in 5ection 420,4.7.11., "Placing Cancrefe in Cold Weafher," 3,5, Spraying Equipmenf. Use mec�anically powered pressure sprayers, e[ther air or air�ess, wiih apprapriate atomizing nozzles for the application of inemb.rane cunng, Us. e hand-press�rized spray equipment with 2 ar 3 fan-spray nozzles if approved. Ensure fhe spray from each nozzl� overiaps the spray from adjacent nozzfes by appraximately 50%. 3.B. Concrete Testing Equipment. Pravide testing equipment for use by the Engineer in accardance with Section 421,3.3., "Testing �quipmenf." a. co�sT�ucrio� Obtain approval fior proposed consEruction mefhods before starting work. Approval of construcfion mefhods and equipment daes noi refieve the Contractor's responsibi�ity far safety or correctness of mathods, adequacy of equipmenf, or compleiion of work in full accordance with the Contract. Unless ott�erwise shown on the pfans, it is the Gonfractor's option ko perform testing on structural cancrate {structural classes of concrefe are identified in Table 8 of 5ection 42i.4.1., °Glassificatian of Concret� Mix Designs,'7 to determine the in-situ strength to address the schedule restrictions in Section 420.4.1., "Schedule Restrictions," The Engineer may requir� the Contractor ta perform this tesfing for concrete placed in eold weather. Make enough test specimens for Coniraetor-performed testing ta ensure strengtt� 448 420 requirements are met for the operations listed In 5ection 420.4,1., °Schedule Restrictions." Make at least 1 set of test specimens for each element east each day, Cure these specimens under the same conditions as fhe porfion of fhs structure involved for a11 stages of construction. Ensure safa handling, curing, and storage ofi all test specimens. Provide testing p�rsonnel, and sample and test the hardened concrete in accordanoe with Section 421,4.8., "Sampling and 7esting of Cancrete." The malurity method, Tex-426-A, may be used for in-situ strangth determination for schedule restricfions if approved. Coring will nat be allowed for in-situ strength determination for schedufe restrictions. Provide the Engineer the opportunity to witness all testing opera#ions. Fteport al! test results to the �ngineer. 1f the Contractor dfles not wisf� to perform schedule restric6on testing, the Engineer's 7-day lab-cured tests, perfarmed in accordance with Article 421.5,, "Aeceptance of Cancrete," will be used far schedUle restrictian determinations. The �ngineer may require additional time for strength gain to accaunt for field curing conditions such as cold weat�er, 4.9. Schedule Restrictions. Construct and apen completed structures to traffic wi#h the fallawing limitations unfess otherwise shawn on the plans; 4.1.1, Setting Forms. Attain at I�ast 2,5a0 psi compressive strength qefore erecting fiorms on concrete footings supported �y piling ar driqed shafts, or on individual drilled shafts. Erect forms on spread iootings and culvert footings af�er the footing concrete has aged at least 2 curing days as deiined in Secfion 420.4.10., "Curing Concrete," Place concrete only after lhe farms and reinforcing steel have been inspected by the Engineer, Support tie beam or cap farms by falsework on previously placed tie beams only if the tie beam concrete has attained a compressive strengih of 2,500 psi and the member is properly supparted to eliminafe stresses not provided for in the design. Maintain curing as required until campletion of Ehe curing period, Place superstrucfure forms or falsework on the subslructure anly if the substructure concreke has attained a compressive strength of 3,000 psi, 4.1.2, Removal of Forms and Fa�seworiC. Keep in piaca weighi-supporting farms and falsework for bridge camponents and culvert slabs unti! the concrete has altained a compressive strength of 2,5Q0 psi in accordance wikh Section 420.h,11., "Removal of Forms and Falsework." kCeep a!I forms for mass placements in p�ace for 4 days following concrete placement unless okherwise approved based on fhe outcome of the heat cantrol plan outlined in 5ection 420.4.7.14,, "Mass Placements." 4.1.3. Placement of 5uperstructure Members. Erect or p[ace superstructure members ar precast substructure members only af�erthe substr�cture concrete has aftained a compressive strength of 3,000 psi. 4,1,4. Dpening to 7raffic. Direct traffic culverts may be apened to construckion fraffic when #he tlesign strength spec�fied in Secfion 421.4.1., "Classification of Concrete Mix Design," has been attained if curing is maintained. Obtain a�proval before opening direct traffic culverts to the traveling publie. Open other noncritical structural and nonstrvctural concret� for service upon the completion of curing unless otherwise specified or directed. 4.1.5. Post-Tensioned Construction. Ensure strength requirements on the plans for strucfural elements designed to 6e past-tens9oned are met for s#ressing and sta�ed loading of structural elements. 4,1,6. Backfilling. Backfill in accordance with Section 400,3,3., "Backfill." �,2. Pfans for Falsework and �orms. 5ubmit plans for falsewark and forms for the fnitowing items: vertical forms for piers and single column ben#s; load supporting forms for ca�s and tie-beams; form attachments for bridges to be widened; and other iisms as indicated ordirected, Provide design calculations when requested, Show all essential details of proposed forms, falsework, and bracing. Have a licenscd professional engineer design, seal, and sign these plans. bepar#ment approval is not required, except as noted in Table 1 of Item 5, "Control af the Work," when farms or falsework are located such that public safety can be affecfed, but the Department reserves the right to requesk modifications to the plans. The Contractor is responsihle for the adaquacy o# these plans. Design job-fabricated formwork assuming a weight of 150 pcf for concrete, and 449 a2o include a liveload allawance of 50 psf of horizonfaf surface of the form. Da not exceed 125°fo of the allowable stresses used by the Qepartment for the design of structures. �,3, Falsewvrk. Design and construct falsewark to safely carry the maximum anticipated laads, including wind loads, and to provide the necessary rigidity. Consult AASHTa's Guide Desrgn Specrficafions for 6rrdge Temporary Works and Construcfron Nandbook for Bridge Ternporary Works for falsework and sharin.g information not indicated below. Submit detaifs in accordance with 5ectior� 420.4.2., "Plans for Falsework and Forms." �esign job-fabricated falsework assuming a weight of 950 pcf for concrete, and include a minimum liveload allowance of 5a psf of horizontal surface of the form. �o nat exceed 125% af the allowable stresses used by fhe �epartment for the design of strucfures, Do not exceed fhe manufacturer's maximum aliowable war€cing foads #ar moment and shear or end reaction for commereialfy produc�d structuraf uni#s used in falsework, Include a minimum liveload aliowance of 35 psf of hnrizantal iorm surface in determining fhe maximum allowable working load for comr�erc3ally produced structural units. Provide timber that is sound, in good condition, and free fram defecis that would impair its strength. Provide timber that meets or exceeds the speeies, size, an� grade requiremenis in #he submitted falsewark plans, Provide wedges made of hardwaod or metal in pairs to adjust falsework to desired elevations to ensure even beanng. da nat use wedges to compensate for incorrectly cut bearing surfaces. �Jse sills ar grillages large enough to suppart the superimpased foaoE withouf settlement. Take precautions ta prevent settling of fhe supporting material unless the sills or grillages are founded an solid rock, shale, or ofher hard materials. Place falsework that cannot be fo�anded on a satisfactory spread footing on piling or drilfed shafts with enough beari�g capacity to suppori ti�e superimposed laad wifhout settlement. Drive falsework piling to the required resistance determined by the applicable formula in Item 404, "Driving Piling.° Design drilled shafts for falsework to carry the superimposed load using both skin friction and point bearing. Weld in conformance wifh Item 448, "Structural Field Wefding," Securely brace each falsework bant to provide lhe stiffness required, and secureEy fasten the bracing to each pile or column it crosses. Remove falseworic when it is no longer required or as indicated on ihe submitted fals�work plan. Pull or cut off faundations for falsework at least 2 ft. below finished ground fevef. Completely remove falsework, piiing, or drilled shafts i� a stream, lake, or bay ta the approved limits to prevent obstruction ta the waterway. 4.4, Forms. Submit formwork plans in accordance with 5ection 420.4.2,, "Plans for Falsework and Forms," 4.4.1. General. Provide farms of eifh�r timber ar metal excepf where otherwise specified or permiited. Qesign forms for the press�re exerted by a liquid weighing 150 pcf. Take the rafe of concrete placement into consideration in determining the depth of th� equivalent liquid. Include a minimum liveload allowance of 5Q psf of harizanfaf surFace forjob-fabrica#ed forms, Do not exceed 125°/0 oF the �epartmen#'s allowa�le stresses forthe design of structures. Do not exceed the manufacturer's maximum aflowable working loads far moment and shear or e�d reaction for commercially produced structural �nits used for forms, Inc�ude a minimum liveload allowance of 35 psf of horizontal form surface in determining t�e maximum allowable warking load for cammercially produced structural units, Provide steel forms for raund columns unless oth�rnrise approved. Refer to Item 427, "S�rfac� Fir�ishes for Concrete," fflr addifianal requirements for off-the-farm finishes, 450 420 Provide commercial form linars for imprinting a pattarn or texfure on fhe conc�ete surface as shown on the plans and specified in Section 427.4,3.5,, "Form Liner Finish." Provide farming sysfems that are practically mortar-tight, rigidly braced, and sirong ennugh to prevent bulging between supports, and mafntain them to the proper line and grade during concrete placement. Ma9nfain forms in a manner thaf prevents warping and shrinkage. Do not allow offsets a# form joints to exceed 1I96 in. lJse only material that is inert, non-biodegradable, and nonabsnrptive for forms to be left in place. Construct all forms to permit their removal withoui marring or damaging the concr�fe. Clean all forms and footing areas of any extraneous matter before placing cancrete. Pravide openings in forms if needed for the removal of laitance or foreign makker. Treai the facing of all forms with bond-breaking caating af composition that will not discolor or injurioasly affeck the ca�crete surface. Take cara to prevent coating of the reinforc3ng steel, Complete all preparatory work before requesting permission to place concrete. Cease placement if the forms shaw signs af bulging or sagging at any stage of tf�e placement, and remnve the portion of the concrete caus9ng. this condition immediately as directed, Res�� the forms and securely brace �hem against furlher movemen# befare continuing the placement. A�.4.2, Timber Forms, Provide properly seasoned, good-quality lumber khat is free from imperfections ihat wauld affect 9ts strength or impair the finished surface of the cancrefe. Provide timber or lumber ihat meets ar exceeds the requirements for species and grade in the submifted forr�work plans. Maintain fnrms or form lurnber that will be reused so it stays clean and in goad condition. po not use any lumber that is split, warped, bulged, or marred, ar that has defects in any way thaf will produce inferior work, Promptly remove such lumber from the work. Provide form lining for all formed su�faces except: � the inside of cukvert barrels, inlets, manholes, ar�d box girders; n� surfaces lhat are subsequently covered by backfill material ar are campletely enclosed; and ■ any surface formed by a single finished board or by plywood, Provide #orm lining of an approved type such as masonite or plywood. �a not provide thin membrane sheeting such as polyethylene sheets for form lining. Use plywood at leask 314 in. Fhick, Place the grain of the fac.� plies on p4ywood forms parallel to the span between the supporting studs orjoists unless otherwise indicated on the submitted �orm drawings. Use plywood for forming surfaces tha# remain expnsed that meets the requirements for 8-B Plyform Class I or Class II Ex#eriflr of the L1.5. Department of Commerce Voluntary Product Standard PS 1. 5pace studs and joists so the facing fiorm material remains in true alignment under the imposed loads, 5pace wales closely enough to hofd forms securely to the designafed lines, scabbed at leasi 4 ft. on each side of joints to provide continuity, Place a row of wales near the bottom of each placemenk, Plac� facing material with parallel and square jaints, sacurely fastened io supporting studs. Place forms with the form panels symmetrical (long dimensions set in the same direction) for surfaces expased to view and receiving only an ordinary surface finish as defined in 5ection 420.4.13., "Ordinary Su�face Finish." Make horizontal joints confinuous. 451 420 Make molding for chamfer strips or ot�er uses of materials of a grade that will not split when nailed and can be maintained to a true line wifhout waTping, Dress wood molding on all faces. Fill forms at al[ sharp corners and edges with triangular c�amfer strips measurmg 314 in. on the sides unless ofherwise shown an the plans. Use metal form ties of an apprflve� type or a satisfactory substitute of a type t�at permits ease of removal of the metal to hold farms in place, Gut back wire ties at least 1I2 in. #rom the face of the concrete. lJse devices fo hold metal ties in piace that are able to devElop the strength of the tie and adjust to allow for proper alignment. �nfirely remove metal and wooden spreaders fhat separate the forms as the cancrete is being p.faced. Pravide adequate c�ears-out openings for narrow walls and ofhet locations where access ta the bottom of the forms is not readily attainable. 4.4.3. Metal Farms. Requiremenfs for timber forms regarding design, moriar-tightness, fillet�d corRers, beveled projections, bracing, alignment, removal, reuse, and watting also apply to metal forms except metal farrns do not require lining unless specifically nofed on the plans. Use form metal thick anaugh to maintain fhe true shape wit�out warping or bulging. Cauntersink all �olt and rivet heads on t�e facing sides. Design clamps, pins, or other connecting davic�s ta hold the forms rigidly fogether and to aflow removal wit�aut o�amage #o the concrete. Use mefal farms that preseni a smooih surface and line up properly. Keap metal fr�e from rust, grease, and o#her foreign materials. 4,5, brains. Insfall and construct weep holes and roadway drains as shown on the plans. 4.6. Placing Reinforcement and Post-Tensipning. Pface reinfarcement as provided in Item 440, `Reinfarcemen# for Concrete." Do not weld reinforcing steel supports to ati�ar reinfarcing steel excepf where shown on fihe pfans. Place post-tensioning duc#s, ancharages, and oiher hardware in accordance wi#h the approved prestressing d�tails and Item 426, "f�ast-Tensioning." Keep ducts free of obstructions uniil all post-tensioning operations are camplete. 4.7. Placing Concrete, Give the Engmeer sufficient ativance notice before placing concrete in ar�y unit of the structure to permit the inspection of forms, reinforcing steef placement, and other preparations. Do not place concrete when impending weati�er conditions would impair the qualiry of the finished work. Place concrete in early morning or at nighf or adjust fhe place�nent sc�edule for more favorable w�ather when conditions of wind, humidity, and tempera#ure are such ii�at concrete cannot be placed withaut the potential for weather-related distress. Adequately illuminate the entire placemenf sife as approved when mixing, plaeing, and finishing concrete in non-daylighf hours. Furnish adequate shelter io protect the concrete a�ainst damage from rainfal] or freezing temperatures as outlined in this Ikem if changes in weather conditions require protective measures after wark starts. Continue operations during rainfall only if approved. llse protective coverings fior the material stockpiles. Cover aggr�gate stockpi�es onfy to the extent necessary to cantrol tha moisture canditions in the agg�egates. Allow ai feast 1 curing day after the concrete has achieved initial set before placing strain on projec#ing reinforcement to prevent damage to the concrete, 4.7.1. Rlacing Tempera#ure. Place concrete according to the following temperatur� limits for Ehe classes of cancrete defined in Section 421.4.9„ "Glassification of Concrete Mix Designs." 452 420 ■ Place Class C, F, H, K, ar SS concrete only when its temperature at time of plac�ment is betuveen 5U'F and 95°F. lncrease the minimum placement temperature to 60°F if slag cement is used in the concrete. d Place Class S cancrete, used in this Item anly as indieated for culvert top slabs, only when its temperature is between 50°F and 85°�. Increase the minimum placement temperature to 60°F if sfag cement is us�d in the cancrete. � Place Class A, B, and Q concrete only when its temperature at the time of pfacement is greater than 50°F, � Place mass concrete in accordance with Section 42U.4.i.14., "Mass Placements," only when 't#s temperature at the time of placement is between 5D°F and 75'F. 4,7,2. Transporting Time, Begin the discharge of concrete delivered in fruck mixers within the fimes listed in Table 14 of Item 421, "Hydraulic Cemenk Concreta," 4.7.3. Workahility o# Concrete. Place concrete with a slump as specified in Section 421.4.2.5., "Slump," Wafer may be added ta the concrete before dischargin.g any concrete from the tr�ck to adjust for low sfump provided that the maximum mix design water--cement ratia is not exceeded. Mix concrete in accordance with Section 421.4.6., "Mixing and Delivering Concrete," after introducGon af any additional water or chemica! ad�nixtures. Do not add wafer orchemical admixtures af�er any concrete has been dischar�ed. h.7.4. Transpork(ng Cancrete, l'ranspart concrete by buckets, chutes, buggies, belt conveyors, pumps, or other methads. Pratect concrete transported by conveyors from sun and wind ta prevent loss af slump and workability, 5hade or wrap with vuef burlap pipes through which concrete is pumped as necessary to prevent loss of slump and workability, Arrange and use chuies, lroughs, conveyors, or p�pes sa the concrete ingredienEs will not 6e separated, Terminate such equipment in vertical downspouts when necessary tn prevent segregakion. �xtend open troughs and chutes, if necessary, down inside the forms or thraugh holes left in the forms. Keep all franspa�i�g equipr�ent clean and free from hardened concrete caatin.gs. pischarge wafer used for cleaning clear of the concrete, 4,7,5. Preparation of Surfaces. 7horoughly wet all forms ar�d hardened concrete on whieh concrete is to be placed b�fare placing concreie on them. Remave any remaining puddles of excess wafer before placing cancrete. Provide su�faces that are in a moist, saturated surface-dry conditian when c�ncrete is placed on them. �nsure the subgrade or faundafian is moist �efare placing concrete on grade. Lightly sprinkle the subgrade if dry. 4,7,6. Expansion Joints. Constructjoints and devices to provide for expansian and cnntraction in accordance with plan details. Use lig.hf wire or naHs to anchar any preformed fiberjainf makerial fo ihe concrete on � side of the joint. Ensure finished joinfs conform to the plan deka�ls wifh the concrete sections completely separated �y the specified opening or joint ma#erial, Remove all concrete within the join# opening soon after form remv�al and again where necessary after surface finishing to ensure full effecfiveness of the joint, 4.7.7. Construction Jaints, A canstruction joint is t�e joint formed by placing plastic concrete in direct contact with concrete ihat has attained its initiaf set. Mor�4lithic placement means the manner and sequence oF concrefe placing doss not create a oonstruction joint, 453 420 Make construction joi�ts af the type and at khe lacations shown on ti�e pJans. Additianal jaints in o#her members are nof permitted withouf approval. Place authorized adtlitional jaints using details equivalent to those shown on the plans ior joints in simi[ar locations, Make consfruction joints square and normai #o the Forms unfess ntherwise required. Use bulkheads in the forms for all vertical joints, 7horpughly roughen the top surface of a conc�ete pfacement terminating at a hor�zontal canstruction jaint as soon as practical after initial se# is attained. Thoroughly clean the hardened concrete surface nf all loose material, laitance, dirf, and fareign matter, and saturate it with water, Remove all free water and moisten the surface before concrete or bonding grnut is placed againsi it. Ensure the s.urface of the existing concrete is in a saturated surface-dry condition (SS�) just be�ore placing subsequent concrete, Wef the existing concrete by ponding water on the surFace for 24 hr. be�ore placing subsequent concrete. Use high-pressure water blasting if ponding is not possible to achieve SSD conditians 15 to 30 min. before placing the concrete. An SSD conditian is achieved when the surface remains d�mp when exposed to sunlight for 15 min. Draw #orms tight against the existing concret� fo avoid morfar loss and offsets at joints. Bonding agents are not rea�uired unless indicaied otherwise. Coat thejoint surFace with bonding moriar, graut, epoxy, or other maieriaf if a bonding agent is required as indicated on #he plans, Provide Type V epaxy per �MS-6100, "Epoxies and Rdh�sives," for bonding fresh concrete to hardened cancrete, Place fhe bonding epoxy on a clean, dry surface, and place the fresh concrete while the epoxy is still tacicy. Place bonding mortar or grouf on a surface fhaf is SSD, and place the cnncrete befare the bonding mortar or grouf dries. Place other bonding agents in accordance with th� manufacturer's recommendatians, 4.7.8, Handling and Placing. Minimize segrega#ion of tf�e concrefe and displacement of the reiniorcement when handling and placing concrete. Produce a uniform, dense com�act mass. Ensure conc�ete Eres-falls no more fhan 5 ft. �xc�pt in t�e case of drilfed shafts, thin walls such as in c�iverks, ar as allawed by oth�r Items. Remove ar�y hardened concrete splatter ah�ad oi fhe plastic concrete. Flf each part of the forms hy depositing concrete as near its final position as possible. Do not deposit large quanfities af concrete at 1 poinf and run or move the concrete along to fill the forms. Deposit concrefe in the forms in layers of suit�ble depth but no more fhan 3fi in, deep unless otherwise permitted, Avoid cold joints in a monolithic placement. Sequence succ�ssive layers or adjacer�t portiorts of concrete so they can ba vibrated into a homogeneous mass with the previously pleced concrete before i# sets, Allaw no more than 1 hr, to e[apse between adjacent or successive plaesments of cancrete when re-vibration of the concrefe is shown on the plans except as ot�erwise al[owed by an approved placing procedure. This time fimit may be extended by 112 hr. if Ehe concrete contains at least fhe minimum recommended dosage of a Ty�e B �r D admixfure, 4.7.9, Consolidation, Carefully consolidate concrete and flush mortar to th$ form surfaces with immersion type vibratars. Do no# use vibrators that operafe 6y attaehment to forms ar reinforcement except where approved on steel forms, Vibrate ti�e concrete immediately after deposii, Systematically space points of vibration to ensure complete consalidation and ihoroug� working of the concrete around the reinforcemen#, embedded fixtures, and into the corners and angles of the forms, Insert the vibrafors vertically where passible. Vibrate the enfire depth of each litt, allowing !he vibrafor to penetrate several inches into t�e preceding fiff. Do nof use the vibrator to move the concrete to other locatians in the forms, Do not drag the vibrator through the concrete. Tharoughly consalidate concrete alang eonstruction joints by operafing #he vibrator along and close to but not against the jvint surface. Continue the vibratior� untii fhe canarete surrounding reinforcemants and fixtures is completely 454 �24 consofidated. Hand-spade or rod the concreie if nec�ssary to ensure flushing of marfar to the surface of all forms. 4.7.10. Installat9on af Dow�ls and Anchar Bofts. lnstall dowels and anchor bolts by casting them in-place or by grouting with grout, epoxy, or epoxy morkar unless noted otherwise. Form or drill hoies for grou[ing. Follow the manufacturer's recommended installatian proc�dures for pre-paekaged graut or epoxy anchor systems. Test anchors if required nn the plans or by other Itema. Drill hofes for anchar bolts to accommodate ihe bolt embedment required by the plans. Make holes for dowels at least 12 in. deep unless otherwise shown on the plans, Make the hole diameter at least twice the dowel or bolt diameter, buf not exceeding the dowel or bolt diameler plus 1-1l2 in. when using cementitious grout or epoxy mortar. Make the hole diameter 11�6 to 114 in, greater than the dowel or bolt diameter when using neat epoxy unless indicated otherwise by the spoxy manufackurer. Thoraughly clean holes of all laose material, oil, grease, or other bond-breaking substance, and bkow them clean with filtered compressed air. Use a wire brush followed by oil-free compressed air ta remove all loose rr►aterial frnm the holes, repeating as nec�ssary untl no more mater�al 9s removed. Ensure holes are in a surface-dry conditian when epoxy lype materials are used and in a surface-moist oondition when cemen#itious grout is used. ��velop and demonstrate for approval a proc�dure for cleaning and preparing the hales for installation af the dawels and anchor bolfs. Campletely fill the void between kha hole and dowel or bolt with grouting material. Follow exac#iy the req�irements for cleaning outlined in the product specifications for pre-packaged systems. Provide hydraulic cement graut for cast-in-place nr grouted systems in accordance with QM5-4675, "Cementitious Grouts and Mortars for Miscellaneous Applications." Pravide a Type II! e�oxy per DMS-610U, "Epoxi�s and Adhesives," when neat epoxy is used for anchar bolts ar dowels. Provide Type VI II epoxy per DMS-6100, "Epnxies and fidhesives," when an epoxy grout is used, Pravide grout, epoxy, or epo�ry martar as the binding agent unless otherwi5e indicated on the plans. Provide other anc�or systems as required on the plans. 4.7'.11. Placing Concrete in Cold Weather. Prokect concrete placed under weather conditinns where weather may adverseiy affect results. Permission given by the Enginear far placing during cold weather does noi relieve the Contractor of responsibilify for producing concrete egual in quaiity ta thaf placed under normal conditions. Remove and rep{ace concrete as directed at the Cantractor's expense if it is det�rmined unsatisfactory due #a poor conditions. Do not piace concrete in contact wifh any materia{ coaied with frost or with a temperature of 32'F or lower. �o not place cancrete when the ambient temperature in the shade is below 40°F and falGng unless approved. Place concrete wh�n the am�ient temperature in the shade is at least 35°F and rising or above �0°F. Provide and install recording thermometers, maturity meters, or other suitable temperature measuring devices to veriiy al� concrete is effectively protected as follows: � Maintain the femperafure af all surfaces of concrefe in bents, piers, culvert wafls, retaining wafls, parapet�, wingwalls, tap slabs of non-dir�ct tra�c culverts, and other similar formed eoncrefe at or above 44°F for 72 hr. from the time of placement, ■ Maintain ihe kemperature of all ot�er concrete, mcluding the �ottom slabs (foatingsj of culverts, placed on or in the graund abave 32°F for 72 hr. fram khe time of placement. Use additional covering, insulated forms, ar other means and, if necessary, supplement the covering with ar�fcial heating. Avaid applying heat directly to concrate surfaces. Cure as specified in Sec6on 420,4.1D., "Curing Concreke," durir�g this period until all requirements for curing have been satisfied, Have aq necessary heating and covering material ready for use beiore permission is granted to begin placement when impending weather conditions �ndicat� fhe passible need for temperature protectfon. �455 420 �.7.12, Piacing Concrete in Hot Weather. Keep fhe concrete at or below the maximum temperature attime of placement as specified in 5ection 420.4.7.�., "Placing Temperature." Sprinkle antl shade aggregafe stockpiles ar use ice, liquid nitrogen system5, or ather appraved m�thods as necessary ko controf the concrete temperature. 4,7,13. Placing Concrete in Wa#er. Deposii conc�efe in water �nly v�hen show�n on the plans or with appraval. Make forms or cofterdams tight enough to prevent any wa#er current passing through the s�ace in wi�ich fhe concrefa is being deposited. Do not pump water during the concrete placing or until the cnncrete has set tor at least 36 hr. Pface f�e concrete witi� a tremie or pump, or use anofher approved methool, and do not allow it ta fall freely through the water or disfurb it after it is placed, Keep th� concrete surface level during placement, Support the fremie or operate the pump so it can be easily moved horizontally to cover all lhe work area and vertically fo cantrof the concrete flow, 5ubmerge the lower end of the tremie or pump hose in the concrete af all times. UsE continuous ��ac€r�g operations until fhe work is complete, Design the c�ncrete mix in accardance wifh Item 421, "Hydraulic Gament Concrete," with a minimum cement conient of 650 Ib, per cubic yard for cancrete to be placed under water, Include an anti-washout admixture in the mix design as necessary to produce a satisfac#ory finished product, 4.7.14, Mass P[acernents. Qevelop ar�d obtain approval for a heat contral plan for monalithic �lacements designated an th� plans as mass concrete to ensure the following during the heat dissipafian period; � the femperature differential between the central core of the placement and the expased concrete surface does not exceed 35°F and r� the temperature at the central core of the placement does not exceed �60°F, Use the ConcreteWarksO software available from t�e Qepartment, or another approved method based on the guidelines in ACI 207, "Mass Cancrete," to develop the heat confrol plan, The �epartm�nt will make a�ailable technical assistance an the use of ConcreteWorksO. �evelop th� heat control plan using hisforical temperature ranges for the anticipated time of the mass placement. Re-create the plan if the work schedu�e shifts by more fhan one month. �fhe heat control plan may include a combination of the fol�awing elemenfs: ■ selection of con�rete i�gre�ients including aggregafes, gradation, and cement types, to minimize heat of hydration; ■ use af ice or ofher concrete cooling ingredien#s; r� use af liquid nitrogen dosing systems; d contrnlling rate or time of concrete placement; � use of insulation or suppl�mental external heat to controf heat loss; o use of supplementary cementing materials, � use o€ a caoling system to control the core fetnperature; ar � vary fhe duratian formwork remains in place, Furnish and install 2 pairs of tempera#ure recording devices, maturity meters, or other approved equivalent devices. Install devices to measure the surface temperature no more than 3 in, fram the surface. Install devices to measure t�e cnre temperature a distance of half fhe least dimension from the nearesf surface near fhe point of maximum predicted heat. Use fhese devices to simultaneous€y measure the tempe�ature of th� concrete at the core and fhe surface. Maintain temperature confrol mefhods for 4 days unless otherwise approved �ased on the submitted heat control plan, Qo noi use maturify meters to predict sfrength of mass concrete. Revise the heat control plan as necessary to maintain the temperature limitations shown above, If the core fem�erat�re exceeds 160°F, fhe mass cnnnrete element wrill be subject to review and accepfance by fhe Engineer using farensic analyses to determine its potential reduction in servic� life or performance, Praeeed with subs�quenf constructioR on fhe affecfed elemenf oniy when notified regarding acceptance, 456 420 Repair any resul6ng cracking if the temperature differential between the central core of fhe placemenk and fhe nearest concrete surface exceeds 35°F at r�a expense to the Department and revise the heat control plan as necessary to prevent iurther occurrences. 4.7.15. P{acing Concrete in Foundaiion and 5uhstructure, Qa not place concrete in footings until the depth and character of khe faundation has been inspected and permission has been gjven to proceed, Place concrete footings upon seal concrete after the cofferdams are free fram watar and the seal concrete is cleaned. Perfarm any necessary pumping or bailing during the concrefing from a suifable sump locafed out5ide the forms. Canstruct or adjust ap temporary wales or braces ins9de eafferdams as the work proceeds to prever�k unauthorized construction �oints. Omit forms when footings can be pEaced in a dry excavation withaut the use of cofferdams, if approved, and fill the entire excava6nn with concrete to the elevation of the top of footir�g. Place concrete in calumns monolithically befween construetion joints unless otherwise directed, Columns and caps or ti� beams supported on them may be placed in the same operaiion or separafely. Alinw for settlemenf and shrinkage of the column concrete, if placed in the same operation, by pfacing it io the lower level of the eap or tie beam, and delay placement between � and 2 hr. before proceeding with the cap or tie beam pfacement. 4.7.16. Placing Concrete in Box Culverts. Allaw between 1 and 2 hr. to elapse where the top slab and walls are placed monolithicafly in cuiveris more than 4 f�. in clsar height before placing fhe tap slab to a�low for settlement and shrinkage in the wall concrete, Rccurately finish the footing slab at the proper time to provide a sma4th uniform surface, F9nish top slabs that carry direct traffic as specified in Item 422, "Concrete Superstructures." Give top slabs of fill rype culverts a float finish, 4.8, Extending F�cisting 5ubstructures. Verify pertinent dimensions and elevations of the existing sfructure before ordering a�y required materials, 4.8.1. Removai. Remove po�ions of the existing structure to ihe lines and dimensions shown on the plans or as directed. Dispose of these materials as shown on the plans or as directed. Repair any portion of the remaining structure damaged as a result of the consfructian. Da nat use explosives to remove portions of the existing structure unless appraved in writing, Dfl not use a demolition ball, other swinging weight, or impact equipment unless shawn on t�e plans, Use pneumatic or hydraulic tools for final removal of c4ncrete at the "break" lir�e, Use removal equipment, as appraved that will not damage the remaining concrete, 4.8.2. Reuse of Removed Partians of 5tructure. Detach and remove all pdrtians of the o1d structure that are to be incorporated into the extended structure fo the lines and details as speciiied on the plans or as direcfed, 1Nove fhe unit to be reused to the naw location specified using approved methods, Place the reinforcement and extension cancrete according tv the plan details. 4.8.3. Splicing Fteinforcing 5teel. Splice new reinforcing bars fo exposed bars in the existing structure using fap splices in accordance with Item 4�0, "Reinforc�ment for Concrete," unless otherwise shown on the plans. The new reinforcing ste�l does not need to be tied ta the existing steel where spacing or elevation does not match that of the existing steei pravided the lap length 9s attained. Weld in accordance with Item 448, "Structural Field Welding," when welded splices are permitted, Install any required dowels in accordance wikh Section �20.4.7.1�., "fnstallafion of Dowels and Anchor Bolts." 4.8.4, Concrete Preparation. Roughen and clean concrete surfaces that are in contact with new construction before placing fflrms. Prepare these construction joint surfaces in accordance with 5eclian 420.4,7,7., "Conskruction Joints," 457 420 4.9. Treatmen� and Finishing of �lorizontal Surfaces, Sfrifce off fo grade and finish all unformed upper surfaces. Do not use mortar #opping fot surfaces construcfed under this Section. Float t�e surface with a suitable float after the concrete has beer� struck off, Slope the tops af caps and piers between bearing areas fram the center slightly #oward fhe edg�, and slope the #ops of abutment and iransition bent caps from the backwall to the edge, as directed, so water drains from the surface, Give the concrete a smooth trowel finish. Consi�uct bearing areas (or sieel units in accordance with 5ection 441.3,19.6„ "Bearing and Anchorage Devices.° Give the bearing area underthe expansion ends aF concrete slabs and slab and girder spans a steel-trowel finish to the exact grades required. Give b�aring areas under elasiomeric bearing pads or nanreinfarced bearing seat buildups e #extured, wood float finish. Do nat allow the beating area to vary from a level plane more than �196 in, in all directions. Cast bearing seat buildups or pedestals for concrete units integraliy with the cap or a construction joint. Provide a latex-based marfar, an epoxy mortar, or an approved proprietary bearing mortar for bearing seat buildups cast with a construction joint. Mix mortars in accordance with the mar�u€acturer's recommendations, Canstruct pedestals of Class C concrete, reinforced as shown on the plans or as indieated in F'igure 1 and Figure 2. The Engineer of Record will design pedestals higher fhan 12 in. mimum 1 1/2" nximum 3" a1' C� Beam I Konreinforced Reinforced Pedestal Bearing Seat for Hei�qhts Greater Build-up thnn 3 �� #4 Bars � � � —. � � � � I I I f � I I "�- � �� II �� Permissi�le Constru�tion Jaint Figure 1 Sectivn through Bearing Seat BU1ldups 458 420 I�onreinfori Bearing Se Build-up — Figure 2 plan View of 8earing 5eat 8uildups -- Reinforced �edestal for Heights Greafer �han 3" 4,10. Curing Concrete, O�tain approval of the proposed curing methods, eyuipment, and materials before plac�ng concrete. 7he Engineer may require the same curing methods for like ponions of a sjngle structure. Inadequate curing ar facilities may delay all concrete placements on the job unti] remedial actian is taken. A curing day is a calendar day when lhe temperaiure, talcen in the shade away from artificial heat, is above 50°F far af least 19 hr. or, an colder days if lhe temperature of all surfaces of the canerete is mainiained above 40°F, for the entire 24 hr, The required curing period begir�s when alI concrete has attained its initial set unlsss indicated otherwise. Tex�440-A may be used to determine when the concret� has altained its initial set. Gure al1 concrete fflr 4 consecukive days exeept as allowed for the curing oplions listed below. Use form or membrane curing for vertical surfaces unless otherwise approved, LJse only v�aier curing for horizonta� surfaces of HPC or mass cancrete. Use wafer or membrane curing for horizQnkal or unformed surfaces for all other cancreke. Use one of the following c�ring options for vertical surfaces, uniess indicated otherwise, ■ Form cure for 48 hr. after placement. � Fnrm cure for 12 hr. affer placement followed by membrane curing. n For HPC Concrete, form cure for 48 hr. a�ter placement followed by membrane curing, ��'or mass concrete, form cure as required by the heat control plan followed by metnbrane curing if forms are removed before 4 days. Apply membrane curing, if used, within 2 hr. af form removal. LJse only water curing in accordance with this 5ection for the top surface of any concrete unit upon which concrete is #o �e placed and bonded at a later interval (stub walls, caps with backwalls, risers, etc.). Cure all Qther concrete as specifiied in the �ertiRenf It�ms. llse the folfowing methods for curing concrete, subject to the requirements of this Item. 4.10,1. Form Curing. When forms are left in intimate contact wifh fhe concrete, ather curing methods are nat reguired except for exposed surfaces and for cold weather protection, l�se anofher approved curing method if forms are remaved before the 4-day required curing period. 459 �20 4.10,2. WaEer Curing, Keep all expased surFaces of the concrete wet continuously for the requited curing tirne, Use water curing in accordanc� with cancrete mixing water in Section 421.2.5., "Water." �o nat use seawaker ar water thaf stains or leaves an unsighify residue. �4,10,2.1. Blankets. Keep the concrete continuously wet by maintaining wef coffon or burlap mats in direct contact with the cancrete forthe required curing time, Weighf #he mats adeq�ately to provide cont+nuous contact wifh all concrete. Cover su�iaces thaf canr�ot be cured by direct contact with mats, farming an enclosure well anchored to the forms or ground so outside air cannot enter the endasure. Provid� sufficient moisture i�side the enclosure ta keep all su�faces of the concre#e wet. 4.10.2,2. Waker 5pray, Overla� sprays ar sprinklers to keep all unfarmed surfaces coniinuously wet. 4,10.2.3. Ponding. Caver the surfaces with at leasf 2 ir�. of clean granular material, kepi wef at all Eimes, or af I�ast 1 in. deep water, �Jse a dam to retain the water or saturated granular materiaf. 4,�0,3. Membrane Curing, Choase ei#her Type 1-Q nr Type 2 m�mbrane-curir�g compound unless atherwise shown on the plans. Use fhe same type of curing compound on an individual member. Apply membrane curing just after free moisture has disa�peared at a rate flf approximately 1 Sb sq, €t, per gallon. Do nflt spray curing compound on projecting reinfarcing steel or concrete that will later form a construction joint. ao not apply membrane curing fo dry surfaces. Dampen formed surfaces and s�rfaces thaf have been given a first rub so they ace moist at the fime of application of the membrane. Leave the film unbroken for the r�inimum curing period specified when membraRe is used far complete curing. Correct damaged membrane immediately by reapglication ofi membrane, Pofyethylene sheeting, burlap-polyethyfene mafs, or laminated mats in close contact with ti�e concrete surFaces are equivalenf to membrane curing. 4.11. Remor►al oF Forms and Fa�sework. Remove forms for vertical surFaces after ti�e concrete has aged a minimum of 92 hr, affer initial set provided the removal can be dnne wit�out damage ta the concrete unless oth�rwise direc#ed, Keep forms far mass placements in place for �4 days fallowing concrete placement ur�less otherwise approved pased on ti�e outcome of the heat cantrol plan outlined in 5eetfon 420.4.7.14., "Mass A�acements." Leave in place weight-supporting farms ar�d falsework s�anning more than 1 ft, for all 6ridge components and culvert slabs excepk as directed athervvise until the concrete has attained a campressive strength of 2,500 psi. Remave forms for other structural components as necessary, Remove inside #orms (walls and top slabsj far bax culverfs and sewers affer conerete has affained a compressive strength of 1,800 psi if an approved overhead suppo�f system is used ta transfer the weight nf the top slab to the walls of the box culvert or sewer before removal of the support provided by the forms, Forms or parts of forms may be remaved only if constructed to permit removal +xithout disturb4ng forms or falsewar[c r�quired to be left in place for a longer period an other portions af the sfructure. Remove all metaf appliances used inside forms for alignmen# to a depfh of at least 112 in, from the concrete surFace, Make the appliances so metal may be removed witho�t undue chipping or spallin� of the concrete, and so it leaves a smooth opening in the concrete surface when removed, Do nof burn off rods, bolts, or ties. Remove all forms and falsework unless otherwise directed, 4.12. Defectirre Wvrk. Repair defective woric as s�an as possible. Remove and r�place at the expense of the Confractar any defect that cannof be repaired to th� safisfaction af the �ngineer. 4,�3. Ordinary SurFace Finish. Apply an ordinary surface finish to all concrete su�Faces. Provide flat or textured ssa�faces as specified with unifarm appearance, Addrass defects and surface irregularities not cansistent with the intent of the expected finish hy fhe following: 460 4Z0 � Chip away all loose or broicen material Eo sound concrete where porous, spallsd, or honeycombed areas are visible a�ter forrn removal. r� Repair spal[s in accardance with the procedures outlined in the Conerete Repair Manuaf avaiia.ble on the papartment's website. ■ Clean and fill holes or spafls caused by the removal of form ties, etc., with latex grout, cement grout, or epnxy grout as approvad. Fill only the holes, Do not blend the patch wi[h the surrounding concrete. On surfaces to receive a rub finish in accordance with Item 427, "Surface Finishes For Concrete," chip out exposed parts of inetals chairs to a depth of 912 in. and repair the surface, ■ Remove all fins, rust staining, runs, drips, or mortar from surfaces that will be exposed, Smooth all form marlcs and chamfer edges by grinding or dry-rubbing. � Ensure a{I repairs are d�nsa, well-bonded, and properly cured, Finish exposed large repairs to blend with the surrounding concrate where a higher class of finish is not speeifled. Apply an ordinary surface finish as the final finish to the following axposed s�rfaces unless noted otl�erwise: d ins9de and top ofi inlets, � inside and top of manholes, � inside of sewer appu�tenances, and � inside of culvert barrels. Form marks and cham#er edges do not need to be smoothed for the inside of culvert barreis. 5, MEASUR�M€NT 7his Item will be m�asured by the cubic yard, square yaM, foot, square faot, or by each structure. 5,i, Geoeral, Concrete quankities will be based on the dimensions shown on the plans or those established in wriiing by the Engineer, In determining quan#ities, no deductions will be made for chamfers less than 2 in, or for embedded portions of steel or prestressed concreke beams, piling, anchor bnlfs, reinforcing sfeel, drains, weep hnles, junciian boxes, electrical or telephone conduit, ducts and voids for prestressed tendons, or embedded parfions af light fixtures. Variation in concreEe headwall quanlity incurred when an alkernate bid for pipe is permitfed will not b� cause for paym�nt adjustment. Quankities revised by a ehange in design, measured as specified, will ba increased ordecreased and included for payment. 5,2, Plans l�uantity. Structure elements designated in Table 1 and measured by fhe cubic yard are plans yuantity measurement items. The quanflty to be paid far plans quantity items is the quantily shown in the proposal unless modified by Article 9.2., "P�ans Quantity Measure[�ent," Additional measurements nr calculaiions wifl �e made 9f adjustments of quanlities are required, No adjustment will be made for footings or other in-ground elements where the Contractor has been allowed ta place concrete fn an excavation without forms, 461 a�o Culverts and culvert wing walls Heatlwalls for o€ne Inlets and manholes when shown on the plans, Table 9 plans Quantity Payment aic Yard Measurerr�ent 0 Pile pier and bent concrete, may he paid for as "plans quanlity" 5.3. Measured in Place. Items rsot paid for as "plans quantify° will be measured in place. B. �AYM�NT The work pe�formed and materials furnished in accordance with this Item and measured as provided under "h�easurement" will be paid for at t�e unit price bid for the class of concrete and element identified and by the special designation when appropriate, This price is fu�l compensation for furnishing, hauling, and mixing cancrete maferials; furnishing, bending, fabricating, splicing, welding and placi�g the required rein#orcement; clips, blocks, metal spacers, ties, wire, or other materials used forfastening reinforcement in place; fumishing, placing, and stressing post-tensioning sysfem; placing, finishing, ar�d curing concrete; mass placement eontrols; applying ordinary surface finish; furnishing and piacing drains, metal flas�ing strips, and expansion-jaint mat�rial; excavation, subgrade preparation; and forms. and falsework, equipment, labar, tnnls, arid incidentals. Price will be adjusted in accordance with Article 421.6., "Measurement and Paymenf' when required to address nor�-compliance of projeet acceptance testing, Design and installation of faundatiorrs for falsework is at the Contractor's expense, In additian to the work described above, for extending structures the unit prices bid for the various classifscafions af concrete shown are full compensation for removing and disposing af, if necessary, the designated �artion of fhe existing structure; removing, stockpiling if necessary, and replacing i�eao�wall units for reuse; cleaning, bending, and cutting ot exposed reinforcir�g steel; splicing of new reinforcing steel to exisiing reinforcing steel; insfallafion of dowels; and cleaning and preparing existmg concrete surfaces. 462 423 I�em 423 R��aining'V�'alls 1. ��5C�I�iION Furnish, construct, and install retaining walls. 2. MAi�RIA�S 2.1, General, Furnish materials in accordance v�ith the following: � ltem 42Q "Cancrete Substructures," �I Item 421, "Hydraulic Cement Concrete," �[ Item 440, "Reinforc�ment far Concrete," � ltem �445, "Galvanixing," � Item 458, "Waterproofing Membranes for Structures," and � Item 556, "F'ipe Underdrains.° � �� 0/ Trsnapwratlon Use concrete for r�#aining walls that conforms to the requirements of Table 1 unl�ss atherwise shown on the plans. Tahle 1 Concrete for Retainina Walls reinforced Goncrete Class A Class H, f� _ Furnish concrete for machine-made concrete block units in accardance with ASTM C90, Glass 9, Type II, except the minimum 28-day com�ressive strengfh musi be 4,000 psi with maximum moisfure absorption of i °lo, Prflvide Type 1 filfer fabric in accordance wifh DMS-6244, "Filter Fabric" Provide fifter fabric rated as UV- resistant when used as parf of the exposed facing for a temporary wall. ,�oint fillers, pads, waterstops, and ather incidenkal maferiaEs must be as shown on the plans nr approved by the Engineer. Epoxy caat afl steel used in concreke panels and coping including connectars, dawels, stirrups, and reinforcing steel when the plans call (or epoxy coafing of sieel earth reinforcements. 2,2, i3efinitions. This Item usas the following terms: � Permanent Wa11, A retaining wall with a design service {ife of 75 years. All walls are presumed to be permanent walfs unless otherwise specified on fhe pfans, ■ Temporary Wall. A retaining wal{ so designated by descr�ption, with a design service life of 3 years, � Mechanicaliy Stabiiized Earth [MSE) Wall. A wall consis#ing of a vfllume of select backfill with tensile earth reinforcement �lements distributed throughout. permar�ent MSE walls �se a precast concrete panel as a facing elemenk. Temporary MS� walls use wrelded wire fabric wiih fifter fabric backing as a facing element. � Concrete �fock WaIL A retaining wall that uses machine-made, precast concrete block units as facing �lemenfs, The watls may use a vofume of select fill with t�nsile earfh reinforcements distributed throughout, or may use only the facing unit and unit fill weigh# for support. �95 423 2.3. Fabrication. 23.1. Cast-in-Place. Meet [fem �20, "Concreie Substructures:" 2,3,2. Forrned Preeast Meet ltem 424, "Precast Concrete Structural Members {Fabrication)," 2,3.3. Machine�Made Precast, Furnish machine-made conerefe block units in accardar�ce with ASTM C90, sampled and tesfed in accordanee with ASTM C140. Furnish units with mofded dimensions within 1f8 in. of specified dimensions, except height must be within �196 in, 2.4. BackfilL 2,4,1. Non-5elec#. Furnish non-s�lect backfill for walls otherthan femporary and per�nanent MSE and concrete block walls as indicated on the plans, Non-select fill will meet Item � 32, "Embankment," of the type specified on the p�ans, Provide maierial with a maximum plasticity index of 30 if no type is specifted as determined by 7ex-106-E. 2.4.2, Select. 5elect backfill is required in specific areas af �ermanent and t�m�arary M5E and eoncrete block-type refaining walls. F'rovide seleck backfill that is free from organic or otherwise a�eletenous matenals and that conforms to the gradation fimits shawn in Table 2 as determined by Tex-401-R, Provide backfill that does not contain shale, caliche, or other soff, poar-durability coarse aggregate partic�es. ReclaimeaE Asphalt pavement {RAP) is not allowed. Crushed Concrete or manufactured sand is allowed for temporary walls with a serviee life of 3 years nr I�ss. Test each source of backFill for durabilitylsoundness using Tex-411-A, 5-cycle magnesium sulfate soundness. Backfrlf material with a maximum 5-cycle soundness loss exeeeding 25% will be rejected, Alternately, Tex-461-A, Micra-Deval abrasion may be �sed if the corresponding results show lass is not greater fhan 20%, ofherwise Tex-41 S-A gaverns aggregate verification. Type A5, BS, and �S particies larger than 1I4 in. must be angular or completely crush�d. Provide mechsnically crushed gravel arstone backfill, Gravel from each aggregate source wifl have a minimum of 95% two or more mechanical[y induced crushed faces, as Tex-460-A, Part I determines. Rounded rack or ra�nded gravel is not allawed. Natural sand meeting the requiremer�ts of fhis Sectian is permitCed for �se, Table 2 5elect Backfill Gtadation Limits T e Sieve Size Percent Retained 3" 0 112" 50-100 AS #4 See Note �'40 85-100 #2fl0 95--100 3" Q �S #4 S�e Nota #40 4�10D #20D 8�1 �0 3" 0 CS #4 5ee Note #2Q0 7r100 �p � as s�e�� a5--�o0 #200 95-100 No�e—use ivo. 4 sia�e ror aeterminaaon oT r�cK oacKnu as aesenoep in �nis main paragrapn, "Sackf Il.�� When the backfill gradatian results in $5% or more maierial retained on the No, 4 sieve, the back€ill will be considered rock backfill. All Type DS backfilf is considered rock bac[cfill, 496 aza In additian to the requirem�nts for Type C5 select filf, the fractian finer lhan the No. 200 sieve must have a Plasticity lndex (PI) in accordance with Tex-106-E nat greaterthan 6. Furnish Type B5 backfill for permanent walls; Type CS backfill for temporary walls; and Type D5 backfili for areas af walls subjec# to inundation unless ofherwis� shown on the plans, or belowfhe 100-year flovd elevation as noted on khe plans. Furnish backfill maefing t�e requ9remenfs of this Sectinn but with a maximum particle size of 3!4 in. when nonmetallic or epoxy coated earth reinforcements are used. 2,4,3, Drainage Aggregate. Use drain�ge aggregate to fill the void within concrete black units and in the xone 1 ft. behind the units. Provide drainage aggregate that is free from organic or otherwise deleterious materials and that conforms to the gradation limits in Table 3 as Tex-110-� determ9nes, 7a61e 3 Draina e A re ate Gradation Llmits SieveSize PercentRetained �° a 314" 25-50 112" 50-1 DO #4 75-1 DO 2.4,4. Cement-Stabilized Backfill, Use cement-stabilized backfill when required or as approved, 5tabilize Type CS backfill with 5% hydraulic cement by dry weight of the backfill material. U�e a staiionary plant io thoroughly mix the haekfill material, cement, and water. Place and compact the backfill wilhin 2 hours of mixing, Provide special drainage provisions when cement-stabilized backfil! is used, as shown on the plans, 2.4,5, �lectrochemical. Provide backfill meeting the fallowing additional requiremenis for permanent retaining wall systems using galvanized metallic earth reinforcements; � The pH is b�tweer� 5,5 and 1�.0 as Tex-128-E determines. o Resistivity is more than 3,U00 ohm-cm as Tex-129-E determines. � Material with resistivity between 1,500 and 3,000 ahm-em may be used if the chloride content is less than 1D0 ppm and tha sulfafe content is less than 200 ppm as ex�620-J determines. Perform electrochemical testing on the raw, unstabilized backfill materiaf when cement-stabilized backfill is used, 2.5. Earth Reinforcements. Furnish ear[h reinforoemenfs that meatthe design requirements. Galvanize ar epoxy coat al! steel elements far permanent walls in contact with soil. Epoxy eoak in accordance with Itam 440, "Reiniorcement for Concrete," except provide a minimum 18-mil caating thickness, Epoxy coat the reinforcing only when shown o� the plans or as approved. iJse connectian hardware that is likewise nonmetallic or epoxy coated whe� using nanmetallic or epoxy caated earth reinforcemenis. 3. COIVSTRUCTION 3.1. GeneraL Construct retaining walls in accordance with defails shown an the plans, on the approved woricing drawings, and to fhe pertinent requirements af the folaawing Items: � Ifem 110, "Excavation" r� ltem 132, "Embankment" � Item 40fl, "Excavafion and Backfill for Strucfures" � Item 420, "Concrete Substructures" r� Item 458, °Wa#erproofing Membranes for Slructures" � ltem 556, "Pipe Underdrains" Construct required piling. or drilled shafts in accordance with khe pe�inent specification. 497 423 3,2, Options, When optional design details are shown o� the plans, the Contractor is required to use the same facing design within an area of continuous retaining walls, Provide drawings #or r�view �ndieating the proposed design arrangement when proposing the use af 2 nr more systems. 3.3. Working Drawings. When proprietary wall systems are use� far permanent or t�mporary walls, submit casting drawings, construction drawings, and design calculations bearing ff�e seal of a licer�sed professional engineer for review and approval following the Department's Guide ta Electranic Shop Drawing Su6mrttal process. U�on completion of construction, submit a set of reproducible as-built drawings. 3,3,1, Casking Arawings. Include all information necessary for casting wall elem�nts, including railing and coping when prefabricated, 5how shape and dimensions of panels; size, quantity, end defails of the reinforcing steel.; quantity, type, size, and details of connection and lifting hardware; ar�d additiona� necessary details, 3,3,2. Conskruction Drawings. In.clude a numbered panel layout showing horizontal and vertical alignmer�t of fhe walls as well as the existing and proposed groundlines, Include all information needed to erect the walls, including the proposed leveling pad elevations; the fype and details of the sail reinforcing syst�m (if applicable); the details and manufacturer of all pads, fillers, and filter fabric; the limits a�d dimensions of structural backfill; details necessary fo incorporate cop'sng, railing, inlets, drainage, and electrical conduit; and addifional necessary details. Leveling pad elevations may v�ry from the elevations shown on the plans. Provide af leasf 1 ft. of cover from the top of the I�veGng pad io fiRish grade �nless a different minimum cover or a specifietl minimum feveling pad elevation is shown. 3.3.3. pesign Calculations, Incfud� ea�culations covering the range of heighfs an� loading condifions on the project, Galculafinns for both internal and external stability as de5cribed on the plans will be required, Include a summary of all design paramefers used; maieriaf types, str�ngth vafues, and assumed allowables; loads and loading cambinations; and factar-of-safety parameters. 3.�3. Permanenti MSE Walls. Grade the foundation for the structure ]eve] to a width equal or exceeding the length of the reinforcing system. Perform proof rolling on retaining wall foundation area to identify any loose, saft, ar unsuitable materials in accordance with �tem 216, "Proof Rolling." Material not meeting a maximum rut depth af 1 in. per pass of �neumatic tire roller should continue to be rolled ar remaved and r�p#aced with suitable material. Pneumatic tire rolling will be waived far partions of wall with a reinforcement length of 8'; far these conditions proof rolling wil� be required with a smooth-wheeled vibratory roller or other approve.d roller. Place drilled shafts and piling located within thE M5E vol�me before canstruction of Che wall. Place any required pipe underdrain before consfruction of the wall. Complete MSE wall construction before canstruction of abutmenf caps and abutment wing wal�s. Completion of walls and abutment s�auld be in conjunction with projeck phasing or to allowfor co►npletio� of wafls that meets the proper placement and campactian at abutments, P2ace f�e concre#e leveling pad as shown on the construcfion drawings. Provide a wood float finish, and wait a minimum of 24 hr. before beginning paR�l �rection, No curing or sfrengfh testing af th� leveling pad concrete is required. Shim the first row of panels as necessary to achiave correct alig�ment. Use plastic shims or other material that will noi tletenorate. Remave and replace the leveling pad or provide a grout level-up as directed if ihe required sf�im height exceeds 1 in. Place filter fabric behind the wal] along thejoint between the leveling pad and the panels, Groui areas where filterfabric spans more than 6 in. at leveling pad steps. 498 423 Place and campact fill materiaf over the I�veling pad to an efevatian even with or abave the surraunding ground after back(illing the first row af panels, Do not allow water to accumulate and stand at the base of the wall. Place filter fabric behind all walf jo9nts and at the intersection of retaining walls with other structures, including riprap. CQverjo'tnts at least 6 in. an each side and use adhesive to hold the filter fabric in place, Exercise care while lifting, sefting, and aligning panels tn prevent damage to the panels. Discontinue any operafion that resulis in chipping, spalling, or cracking of panels. Remove and replace.damaged panels, or r�pair as approved by the Engineer. Provide external bracing for the initial row of panels. Use wooden wedges, clamps, or other means nec2ssary to maintain positian and stability of panels during placement and compaction of backfilf. Remove wooden wedges as soon as the panel or coping above ihe wedged element is erected and backfilled. ftemove a!I wedges aiter eomplefing the wall. � Review plumbness and position of each row of panels before placing the subsequent row. Remove and rebuild any portion of the wall thai is autof tolerar�ce. Modify panel balier and bracing, and backfll material, placerrtent, and compaction mefhods as required to maintain wall talerances. Construek walls to a local vertical and horizontal alignment folerance of 314 in. when measured along a 10-ft. straightedge relative fo vertical and horizoniaf wall cantrol iine. Construct walls to an overall vertical tolerance (plumbn�ss from top to bottom} of 112 in, per 1 � ft. nf wall height, Construct v�alls so the maximum offset at any panel joint is between 31$ in. and 314 in, and no joini is open to the extent ihe filter fabric �s visible from the front af khe wall, Place backfiN to closely follow the erection of eacfi� raw of panels. Place the select and embankment backfill to the same elevation where possible, and operate the compaclivn equipment over the interface, Da not create a continuous, disiinct, vertical joint between tha select and embanfcmenf backfill. Complete the embankment af�er co�struction of the retaining wall, Maintain the stability of the interface area belween the existing ground and the select fill when building a wall against existing ground. Remove and recompact any material thaf laasens, caves, or fails, Compact backfill to provide at least 95°!o af density determined in accordance with 7ex-114-E. Field density det�rminalion will be made in accordance with Tex-115-�. Sprinkle backfill as required to ensure adequate unifarmly distributed moisture in each lift before and during campaction. Plaoe fill in lifts of 8 in. ar fess (loos.e measuremeni), Place fill in a manner that avoids segregation nf the filL Recrease the lift #hickness if necessary to obtain the requ9red compaction. Use hand- operated or walk-behind campaction equipment in #he 3 ft, wide strip adjacent to the waq panels. Do not dispEace panels or distort or damag� the reinforcement system dunng compaction. Modify back�ll material, placement, and compacfion methads as necessary to meet density requiremants whife maintaining wall tolerances. Place rock backfill or material the Engineer determines too eoarse for dar�sity #esting in accordance with Section 132.3.4.1., "Ordinary Compaction." Place and compact the 6ackfill to the reinforcement level, at each earfh reinforcement level, before placing the reinforcement. PEace ear[h reinforcements perpendicular to the face of the wall. Remove slaek in connections before placing backfili, Pre-tension each layer of reinforcement to remove slack 6efiore placing backfill far systems using nonmetallic earth reinforcements. Use devices capable of inechanically applying and holding the required Foree. �o no# operate tracked equipment directly on any reinforcement, Cover the rack backfill wiih filter fabric before placing the 2 fE. of backfill immediately below the pavement structure or tap of wall vrhen rock backfill is used. Overlap the fabric at least 18 in. at splices, and exkend it past the edge of the rack backfill at least 18 i.n. Use backfill that contains sufficiant fines ta fil! the voids in a 499 423 compacted state above fhe filter fabria Place a horizontal layer of filter fabric as notea! above when fransifioning from rock backfill to finer grained bacicfill anywhere within the wall volume, Prevent surface water or rainwater from damaging the retaining walls during construction, Shape the backfill tn prevent water from ponding or flowing an the backfill n� against the wall face, Ftemove and replsce any portion of the retaining wall damaged or maved out of tolerance by erosion, sloughing, or safuration of the retaining wall or embankment backfill. 9.5. Temporary MSE Walls, Provide a facing system rigid enough to maintain a smooth and straight wall face both during a�d aftar construction, Grade and compact t�e foundation for the struciure as described in Sec#ian 423.3.4., "Permanent M5E Walls," Piace earti� reinforcemenf and facing sy�tem in accardance with the approved working drawings. Backfill the 2-ft. zane ir�mediately behind the facing wifh clean, coarse rock meeting the requirem�nts oi Coarse Aggregate Grade 1, 2, or 3 of Ite�n 421, "Wydraulic Cement Concrete," or of Type D5 backfill as described in Section �423.2.4,2., "5elect." Cement-stabilized backfill as deseribed in 5ection 423.2.4,4„ "Cement- Stabilized �ackfill," may be used in place of the coarse rock. Place and compact backfill in accordance wiih Seckian 423.3,4., `Permanent MSE Walls." Consfruct walls to a vertical and horizantel alignmenE toleranr,� of 3 in. whe� measured along a 10-ft. sfraightedge. Construct+ualls to an overall vertfcal tolerance (plum6ness from tap ta bottom) of 2 in. per 10 ft. of wall heighf. Place adjacentfacing el�ments so the maximum out-of-piane offset at any facing elementjoint is fess than 1 in. Place facing elemenfs and filter fabric wifi� na gaps in the facing or fabric. Prevent sur#ace water or rainwaferirom damaging the retaining walis during and after construction, Place temporary berms or curbs, shape the backfill, or �se other approved methods ta prevent wafer fram flowing against ar aver the wall face. Remove and replace any portian of the walf damaged or moved out of fo[erance by erosion, sloughing, or saturation of the retaining walf or embar�kment backfill. 3.6, Concrete Block �ietaining Wa11s. The concrefe black units may be sample� and tested by the Engineer before shipment ar upon delivery to the cansfruction site. Display for approval, samples of block units indicating the color, texture, and finish, Store, transpori, and han�le all block �nits carefully to prevent cracking or damage, Grade and compact the foundatian for the structure, and place the leveling pad as described in Section 423,3.4., "Permanent M5E Walls," Place the concrete block facing unifs in accardance with the approved working drawings, Fill the voids within the units and fill the 1-ft. zone immedia#ely behind the facirtg with drainage aggregate as described in Secfion 423,2.4,3., "Drainage /�qgregate," Sys#ems tested wifhout unit fill may omit the fill as indicated on the a�proved drawings. Systems with approved filferfabric details r�ay omit the drainage aggregate in the 1-€f. zone immediately be�ind the facing, ��ace reinforcements and backfill for walls using earth reinforcements in accardance with the requiraments of 5ecfion �23,3,4., "Permanent MSE Wal[s," Pay particular attention ta the connection �etails of tne eart� reinfareements ta the concrete block units. Construct walls ta a vertiea[ and horizantal aligrtmenf #oferance of 1-1I2 in. when measured alnng a 10-ft. straightedge. Cons#ruct walls to an ovErall vertical talerance (deviation from the verfical ar ba#tered control Gne, top to bottom) of 1 in. per �0 feet of wali height. Place adjacent facing elemen#s so the maximum out-af- plane offsef at any fac3ng element joint is less than 1 in. Place facing elemenfs with maximum 1f4-in, gaps �etween black unit5. 5�0 423 Prevent surface water or rainwater from damaging tf�e retaining walls during construcfion, Shape th� backfill to prevent wafer fram ponding or flowing on the backfill or against the wall face, Remove and replace all partions of the retaining wall damaged or r�oved out af tolerance by erosjon, sloughing, or saturaiinn ofi the retaining wall or embankment backfill. 4. M�ASU��M�N� This Item will be measured by the square foot of the fronf surface area of the wall, Unless otherwise shown an the plans, fhe area will be measured from 1 ft. below finished grade of the ground line on the face af the exterior walf to the top of the wall including any coping required (nat induding railing), This is a plans quantify measurement Item. The quantity to be paid is the quantity shown in the praposal unless modified by Article 9.2., "Plans Quantity M�asur�ment,° Additional measurements or calculations will be made if adjusfinents of quankities are required. �. PAYM�Ni The work performed and materials iurnished in accordance wifh fhis ltem and measured as provided under "Measurement° will be paid for at the unit price.bid fflr "Retaining Walls° of the type or special surface finish specified, This price is full compensation for excavation in back af retaining walls and far footings; furnishing and placing footings, level9ng pads, copings, and traffic railing fbundaEions; furnishing, placing, and compacting backfil! (except in embankment area�j, including cement iar stabilizaEion; proof rolling; furnishing and placing concrete, reinforcing steel, waterproofing material, fiilter material and drain pipe, joint material, water stop,. and filter fabric when required; fabricating, curing, and finishing all panels; fumishing and placing earih �einforcement, ar�chorage sysfems, and fasteners; wal{ ereetion; and equipm�nt, labor, toals, and incidentals, Retaining wall backfill areas thai are also in em6ankment areas will be considered part of the quan6ties measured and paid for u�der Item 132, "Embankment," When drilled shafts are required, they will be measured and paid for as specified in Item 416, "Dnlled Sha� F'aundations." When piling is required, it will be measured and paid for as specifi�d on the plans far piling of the appropriate type. 501 4G5 Item 465 ._�� Jun��i�r� �o�es lldlanhol�s, and Inle�s ,��Bn: � o17FaneportalTon �. ��scRi�rionr Constructjunction boxes, manholes, and inlets, camplete in place or to the stage detailed, incfuding furnishing and installing frames, grates, rings, and cavers, 2. MAT�RIR�S Fur�ish materials in accordance wifh ti�e following: � Item 420, "Cancrete S�bstructures," o Item 421, "Hydraulic Cement Concrete," � Item 440, "Reinforcement for Concrete," and � Item 471, "Frames, Grates, Rings, and Covers." Cast-in-place junction boxes, manholes, inlefs, risers, and appurtenances are acceptable unless othe�wise shown. Altemate designs for cast-in-place items must be acceptable to the Engineer and must conform ta functional dimensians and design loading. Alternate designs must be designed and sealed by a licensed prafessianal engineer. 2.1. Concrefe. Fumish Class H concrete as referenced in ltem 421 "Hydraulic Cement Concrete,° except that Mix �esign Options 1-8 wiEl ba allawed for formed precast junction boxes, manholes, and inlets, Furnish concrete per DNfS-7310, "Reinfarced Concrete Pipe and Machine-Made Precasi Concrete Box Culvett Fabrication and Plant Qualification," for machine-made precastjunctions boxes, manholes, and infets. Furnisi� Class G conerete for cast-in-place manhales and inlsts unless othenuise shown on t�e plans, 2.2. Mortar, �umish morfar conforming to DM3-4675, "Cementitious Grouts and Mortars for Miscelian�ous Applications." 2.3. Timber, Provide sound timber that is a minimum of 3 in. nominal thickness and reasonably free of knots and warps for temporary covers when used wittt 5fag� I construetion (sEe Article 465,3„ "Construction°j, 2,4, Other Materia{s. l7se commercial-type hardware as appraved, 3. coNSY�uc�ion� Construct all types of junction boxes, manholes, and inlefs either camplete or in 2 stages, described as Stage I and Stage II. Construct the Stage I portion ofjunction boxes, manholes, and inlets as shown on fhe plans or as specified in ihis Item. Furnish and insiall a iemporary cover as approved, Furnish and install the sEorm drain �ipe and a femporary plug for the exposed end of the storm drain pipe from the starm dtain to a point below fhe top of curb indicated on the plans far Sfage I construction of cast iron or steel inf�t �nits. Construct Stage II after the pavement structure is substantially complete unless oiherwise approved. Gonsfruct t�e ramaining wall f�eight and top of junction bax, manhole, or inlet for Stag� II, and furnish and install any fram�s, grafes, rings and cavers, curb beams, ar collecting basins required. 659 465 Construct casi-in-�lace junction boxes, manholes, and inlets in accordar�ce with liem 42Q, °Concrete Substrucfures." Forms wifl be required for all conc�ete walls, Outside wall forms for cast-in-place concrete may be omitted with approval if the surrounding material can be trimmed to a smQoth vertical face, 3.1. Precast Junction Boxes, Manhoies, and lnlets, Cons#ructformed precast junction baxes, manhales, and inlets in accordance wit� Item 420, "Concrete Substructures," except as okherwise noied in lhis It�m. Construct machine-made precast juncfion boxes, manholes, and inlets in accordanoe wikh ASTM C478 except as ofherwise noted in this Item. Mix and place concrete for machine-made junction boxes, manho�es, and i.nleis per the requiremenfis of DMS-739Q, "Rein#orced Concrete Pipe and Machine-Made Precast Concrete Box Culvert Fabrication and Pkartt �ualificatinn." Conform io the product permissible variations and rejectian crikeria stated in ASTM C418 for machine-made precast junction boxes, mani�oles, and inlets. Cure all precast units in accordance with ltem �24, "Precast Concrete Structural Members (Fabricatian)." Muiti-project fabrication plants as defined in Item 424 "Precast Concrete Structural Members (Fabrication)," that praduce manholes antl inlets wi11 b� approved by the Construekion Division in accordance with pMS-734a, "Qualification Procedure for Multi-Project Fa�rication Plants of Precast Concrete Junction Boxes, Manhofes and Infets," The Department's MPL has a list afi approved multi-praject plants. 3.1.1. Lifting Holes. Provide no more than 4 lifting holes in each seciion for precast units, Lifting holes may be cast, cut inta fresh concrete after form remaual, or drilled. Provide lifting holes large enough for adequate iifiing devices based an the size and weight of the secti.on. 7'he maximum hole diameter is 3 in. at the inside surface of the wall and 4 in. at the o�tside surface. Cut no mare than 5 in. in any direction of reinforcement per layer for lifting holes. Repair spalled areas around lifting f�oles. 3.1.2. Marking, Clearly mark each precast junction box, manhofe, and inlei unit with the follawing information: � name or frademark ofi fabricator and plan# location; � product designation; � ASTM designation (if applicable); o date of manufacture; ■� designated fabricator's ap�roval stamp; and � designatian "Sf�" for product meeting sulfate-resis[ant concrete plan requiremenis (when appGcable}. 3,1,3, Storage and 5hipment. Store precast units on a level surface. Do natship units until design strength requiremen#s have been met. 3,2, Excavatinn, Shaping, Bedding, and Backfill, Excavate, shape, bed, and backfiil in accordance with Item �00, "Excavaiion and Backfifl for Structures." lmmediate backfilfing is permitted for all junction box, manhole, and inlef structures where jo9nfs cons9st of rubber boots, rubber gaskets, or bulk or preformed joint sealant. Take precautior�s in placing and eampacting the backfill to avoid any movement of junctian boxes, manholes, and inlets. Remove and replace juncfion boxes, manholes, and inlets damaged by the Contracfor at no expense to the Department, 3,3. .�unctian Boxes, Manholes, and Inlets for Precast Concrete Pipe 5�orm I?rains. Canstruct junction boxes, manholes, and inlets far �recasi concrete pipe storm drains before completion of storm drain lines into or lhraugh fhe juncfion box, manhoke, or inlet. Neatly cut all storm drains at the inside face of the walls af the junction box, manhole, or infet. 3.4. Junctian Boxes, ManhoEes, and Inlets for Box 5torm Drains, Place bases or risers of �unction boxes, manholes, and inlets for box sform drains befare or in conjunction with placement of the storm drain, Backfill the junction box, manhole, or inlet and starm drain as a whole, 3,5, Inverts. Shape and route floor inverts passing out or through lhejunction box, r�anhole, or inlet as shawn on the plans. Shape by adding and shaping morkar or concrete after the base is placed or by placing the required additional material witfi� the base, 660 465 3.6. Finishing Comp[ete Juncti.on Boxes,. i�anholes, and Inlets. Camplete j�ncfion boxes, r�anholes, antl inlets in accordancs wifh fhe plans. Backfifl to original ground elevation in accordance with Item 400, "Excavation and Backfill for Struc�ures." 3,7, Finishing Stage I Constructivn. Complete Stage I cons#ruction by construefing the walls to the efevations shown on the plans and backfilling ta required elevations in accordance with Item 4a0, "Excavation and Backfill for Sfructures." 3.8. Stage II Construciion. Construct subgrade and base course or concrete paver�ent canstruction over Stage I junctian box, manhole, or inlet cansfruction unless ofherwise approved. Excavate to ex�ase fhe tap af Stage I construcfion and corriplete the junction box, manhole or inlet iR accordance with fhe plans and these Specifications, incfuding backfiil and cleaning of all debris from the bottom of the junctiot� box, manhole, or inlet, 3.9. Infet lJnits. Install cast iron or steel inlet unifs in canjunction with the constructian of concrete cutb and gutter. Sef fhe inlet uniks securely in posifion before p�acing concrete for curb and gutter. Farm openings for the infets and recesses in cur� and gutter as shawn an the plans. Place and tharoughly consalidate concrete for curb and guffer adjacent to inlets and around the inlet casfings and formed openings and recssses without displacing the inlet units, 4. M�ASU��M�`HT A�I junction boxes, manholes, ar�tl inlets satisfac#orify completed in accordance with the plans and specifications will be measured by each junCtion bax, manhole, or inlet, compfete, or by each junction box, manho�e, or inlet completed to the stage of construction required by tha plans. �. PAYM��lT The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement° will be paid for as fiollows; 5.1. Complefe Manholes. Payment for complete manholes will be made at the u�it price �id for "Manhole (Completej" of the fype specified. 5,2, Cample#e lnlets. Payment for inlets wifl be made at t�e unit price bid for "Inlet (Complete),° of the type specified, 5.3. Gomplete Junctian Boxes, Payment forjunctian baxes will be made at fhe unif pnce pid for "Junction Box {Com��ete)" of the type specified. 5,4, Manholes 5tage I. Payment for Manhofes, Stage I, will be made at the uni� price bid for each "Rlfanho�e (Stage Ij" of the fypa sp�cified, �.5. Manhales Stage II, Paymersf for Manholes, Stage II, will be made at the unit prica bid for each "Manhole (Sfage II)" of the type specified. 5.6. Inlets 5tage I. Payment far Inlets, Stage 1, wiq be made at the unit price bid for each "Inlet (Stage IJ° of the type speciiied. 5.7. In[efs Stage II, Payment for Inlets, S#age II, wlll be made at the unit price bid for each "Inlef (Stage II)" of the type specified. 5,8, Junctian Boxes 5tage I, Payment for Junction Boxes, 5tage I, will be made at the unit price bid for each °Juncfian Box (5tage I)" of the type specified. 661 465 5,9, Junction goxes 5tage If, Payment for Junction Boxes, 5tage il, will be made at fhe unit prlce bid for each "Junctinn Box (Stage II)" of the type specified. This price is full compensatian for concreie, reinforcing stesl, mortar, frames, grates, rings and covers, excavafion, and backfil[ and for all other materials, taols, equipm�nt, labor, and incidentals. 662 APPENDIX GC-4.02 Subsui•face and Physical Conditions GC-6,OG.D Minoriiy and Women Owned Business Enterprise Complian�� GC-6.0'1 Wag� Rates GC-6.fl9 Permits and LTtilities GR-01 b0 OD Product Requirements CITY OF FORT WORTH VICKERY BI.V[7 REfAINING WALL STANDARD CONSTRUCT[ON SP�CIPICATION DOCUMENTS City Project No. 102446 Revised 7uly 1, 2�i 1 ��P�.�� Subsu�°f�ce ��d P�ny��cal �o�d��ti��s �'�][�S PA.G� ]C�E�'T �1�T7['EI�T��g.� ]�]L�l�K C]'T'Y OF FORT WORTFI VICK�RV BI.VD RETAINING WALL STANI7ARD CONSTRUCTIO� 5PEC1FiCA"�'fON DDCUMEIdTS City Project No. �02446 Revised,luly 1,2011 ��' }' _ \/ - y . . � ' � I �' � x 4 h' ,� �� . � ±. -�� L^ r", �� .�� 3'l `�� ! ��1pi' ��F�� 5 �� r R� 4 �� 61�� a�fi� I��'G�1R�; ��Qo'i 99 JARIl1�4RY 1 �, �Q�Q PREAARED FOf2: ��/•4��1 [ ��lYlv� .�1�'l . , 4 . k��4'� r _ _}� � �I� yL} 5. • +I rii� � � iwi�� 1 L P ��'�� .- t.. _ . . . . � PRESENTEO 8Y: � �-' �� '�� i�C�-�`9lC� ; �rC3U r� Geotechnical Engineering — Construction Services — Construction Materials �ngineering Testing 3228 Halifax Street • Da[las, 7X 75247 Ph. 972.444.8889 FX, 972.444.8893 � � �� % ��i�� January 13, 2021 Mr, Kevin M. Artf, P.E, Bridge Team Leader Tra�Syskems 5Q4 West Seventh Streat, 5uite 19 00 For� Worth, isxas 7610� Phone: (817} 334-4424 Email: kmarFt�kransyster�s.com Re: G�otecf�nicallnvestigation Vicf�ery Blvd. Slope Failure ForE Worth, Texas AGG R�port: DE20-199 Mr, Arit, � GEOTECHNfCAL ENGINEERING • ENVIRD�[MENTAL CON3UL71NQ • i.OMSTRl1GTION MAT�RIALS ENCaINEERlNG AN� TESTING • CONSTRUC710N 1NSPECTION Please find enclased aUr report summarizin� the results of the geotechnical investigation performed at the abave referenced project site. We trust the �ecammendatians derived tram khis investigatian will pra�ide you ��ith the information necessary to cpmplete your pro�ased project success�ully. For your future construction materials testing and related quality contrvl requirernents, it is recommended th�t ihe work be perForme� �y Allianae Geotechnical Group, 1nc. in order fo maintaln continuity of inspection and testing servicss for the project under the direction af the geotechnical projec� engineer. We thank you for the vpportunifiy to provide you with our professional services. If we can be of further assistance, please c�a not hesitate to cantaet th� und�rsigrte� at (972) 444-8889. Respectfully, A��I�P�C� G��T�CRPIICAL G�OU�, IP��. t �pS�C��I _ �.� ��bd,�C , { �� f � ��t�sf�..�� il; 4 ch el D. I�o nd, P.�. �� Vlce Pr�:sic�er�t �� _ * 04� � _' Mark J. �ar�ow, P.E. Seniar Uice Presider�t Dallas • Ft. Worth • FriscQ �vi5aytvn • Long�iew • Huntsville 3228 Halifax 5treet • I�a[1as, Texas 75247 � TeL 972•444-$889 � Fax: 972-444-8893 • www.aggengr.cotn � iABLE O� COi�icIVITS Pr4C � ALLIANC� G�Oi'I�CHNICAL GROl1�, INC. ----------------------------x_�_�___..__..--_-----------------1 �.0 PROJECT INFORMATION --------------------------------------------.._.��.....____-----------------2 2.0 SCOPE OF INVESTIGATION---_....�________________________________________�_..____________3 3.0 F1ELD OPERATIONS-------____.._....__...._.�_____..--------------------------------------..__......_....�..__..4 4.fl LABORATORYT�STING----------------------------..__......_-___�__---------------------------------5 5.0 SURFACE CONDIT�ONS -------------------------...._�_........_--_------------------------------------- 5 �.9 ��i�ERAL SI f� CONDIYIONS -__000___--__--oo_oo--�-----------��----�--------------------------� �.2, SIT� G�OLOGY -._,............_.__.00an�o---___-----��-----��------------�---------------------�--------� �.3 SUBSURFAC� CON1�1710N5-��-��-----�---��--��-________�o____000aQ______oo___�_.,��__�__., g �.4 GROlIN�11kfAT�R�----------------00000---------------o_��.....�......_..__�...,�no--------------oao-�------- 6 �.5 SO1L IIIIOVEM�NiS---�-��-----------------------------000�-----_-__._._�ti_a.�000000--------000_000--6 5.6 �XIS7INC FILL SOI�S��-------------------�-�--------------------____.____-----�__..�,,.,_..._o�._�or__g 6.a ANALYSES AND RECOMMENDATIONS-------��-��____�_�_________________________________ 7 G.1 SI�� R��ARATI�N i0 INY��VED �H� W�AK�N�D S�OPE �'AILURE ZOIV� 8 6.� RETE�It�lING !!4lALL �OUNDATION SYSTEIVIS��-d��-__...__0000__o_0000_____._ao�o�.___�_ g 7.Q CONSTRUCTION CONSIDERATIONS-------------�----_.�____________e__________________ �� 8.0 INSi'ECTION AND TESTWG ----------------------------------------T�__...._..___T___------------- 12 9.a LIMITATIONS _W............_....__��__-----�---------------------------------------........................_____-------- 12 F1ClJ€�� PLAN �F BORINGS � L.OGS O� BORWG--------------------------------------------.._.�_W.........._----_____----------------------2 & 3 K EY T� T E R M S 0 F B 0 R � N G S---------------------------_..�_ W_ W �......_�____-------------------------------- 4 SWELLTEST RESULTS ----------------------..............W�_.._-------------------------------------------------5 DIRECT SHEAR TEST RESULTS A��N�IX GLOBAL STABILITY ANAL.YSES R�SULTS C� ALLIANC� ��Oi�CHNICAL GROIJP ��20�199 �AGE 1 ��ox�c��c��, r�v�sTi�a�ioN VICK�RY �LVD. SLO�� Af�UR� �'ORfi WO�i�, 7�XAS 1.0 �R�J�C�' IN�ORIUIi4�lOA[ A slope failure has occurred on the north side af Vickery 61vd. about 200 feet east ofi Micki Lynn A�enu� in For� Worth, Texas. The slope failure has recently occurred just �eyond an existing concrete retaining wall located alang the north side of Vickery Bl�d. The slape failure area is approximately 30 feet in length and 30 to 35 fe�t in width. Reportedly, the displaced soil from the slope failure caved onto the inside lane of Vickery Blvd. A photagraph of the faifed sloped is shown below. - .r +� . '�h � _ S J y; � ''� � ' ' y � '�� } �� " r.- . P;., x ��.',� : . a+}+ �` f'r�i�'��' 4+ 'k��'_�Y5:�7��', . ��. • � - -. �,.�. .: �t,. � � � Tf .F, � T "'��., F+.' R+ � ]��` Y" �� '' ..c � y �}'��. F�45. :.�i�}i ��F+V{��'fr;�..�{F ,��4� ' •# + � � - ��•. ��li.�Y/1kW I' t'J �i;_�(;*i. �,/d��.,' „�. .��, ��d�`f`��: + . , '��•"�� "�. � �n 9: '- �t', .��''�` � �,��' � x `� x ' � �." � , . � -�' ` { I�+ �� . �1 I '�� i � I�`� i � f I . ' �� w � ., � � ` � �� r �f ,�": . _ :� The existing slope is 35 to �0 feet tall and is relati�e[y steep with embankment slopes ranging firom about �,5H:1V to 1.8H:1V. The emf�ankment is heavily �egetated with brush and large trees. The root systems of many large trees have been exposed af�er the slide. The area at the top of the slope is adjacent to resjdential properties. It should be noted that the slape fiailure occurred where the existing embankment slope is th� steepest and where large trees had died. An old photograph of t�e slope failure area prior to the failure occurring is shown below. Notice the dead trees. ALLIANCE G�OTECHNICAL GROUP ��0-199 PAGE � �.0 SCOP� OF IAlV�SiIGAiION The purposes af the study were to: 1) explore the subsurFace conditions at the site, 2) charact�rize the subsurface conditions by festing the physical and engineering properties of the underlying sail and rock strata and by observin� groundwater conditions, 3) pra�ide comments an �he probably causes of fhe slope failure, and 4) provide retaining wall recommendations io r�pair the protecting the existing slope. This re�ort was prepared in genera) accordance with Afliance Geotechnicai Group's Proposal No. P�9-�823E dated August 28, 2019. ALLIANC� G�O7�CHNiCAL G�OU� ��0-199 PAGE 3 3.0 �I�L� OP�RA�IONS The field investigation consisted of driliing twa (2) test borings to depths ranging from 20 to 25 feet below the existing ground surface, Due to site limitations, ihe test borings had to be located along the toe nf the existing slope. The test borings were located at the approximate locations shown on fhe Plan of Borings (Figure 1}. A truck-mounted drilling rig was used fo advance the boring and to obtain samples for laboratory evaluation. llndisturbeci specimens of ihe cahesive sails were ot�tained using standard, thin-walled, seamless tube samplers. These specimens were ex#r�ded in the field, logged, sealed, and packaged in plastic sample bags to protect them from disturbance and maintain their ir�-situ rnoisture content during transportatian t� our lal�oratory. Th� relative densities of the shaley elay soils and weathered shale encountered in the borings were ev�luated by the Standard Penetrafion Test in conjunction with s}�fit spoan sampling. The 5tandard Penetration Tests in�olves dri�ing a stanc�ard 2 inch diameter sampler a tataf of 18 inches or until 50 blows for 6 inches or less occurs. The blow counts and dri�ing distances for each 6 inch or 5� blow increment are recorded. The first 6 inch dri�e is for seating purposes. The results of the Standard Penetration tests are recorded a� the respecti�e testing depths on the Logs of Borings. The rock stratums encountered in the #est bor[ngs w�re e�afuated by Texas Department of Transportation Penetrometer (TxD�T Cone) t�sts. The TxDOT Cone is driven with the resufting penefration in inci�es recorded for 100 blows. 7he results of #he TxDOT Cone test are recorded at the respecti�e testing depths on fhe Logs of Borings, The results of t�e boring program are presented on th� Logs of Borings, Figures 2 and 3. A key to the descripti�e terms anr� symbols used on the logs is presented on Figure 4. Since test borings were not able to be drilled on the embankrr�ent slope or beyond the top of the embankment slope due to access limitations, hand probings were perFormed in order to classify the soil materials along the surFace of the exis�ing embankment slope. The soils alang the surFac� of thE existing sfope c�nsist of sha�ey clay soils and clayey fifl sflils. ALLIANC� G�OT'�CbR11CAL� GROLIP �E20-199 PAG� 4 4.0 LABORATORY TESTING Samples were examined at our labaratory by the project Gaotechnical Engineer. Selected sampies were subject�d to laboratory tesfis under th� sup�rvision of this engineer. The in-situ unit weight, moisture content, ar�d liquid and plastic limits of selscted soil samples were measured. These tests were used to estimate the potential �alumetric change of the differ�nt soil sfirafa and as an indication of #he �niformity of the material. Hand penetrometer tests were also perFormed to pro�ide an indication of #he varia�ion of soil strength and sail swell with depth. The results of these tests are presented o� t�e Logs of Boring (Fig�ares 2 and 3) To pro�ide adc�itional infarmation about the swell characteristics of these soils (af their in-situ moisture conditions), an absorption sw�ll t�st was p�rForm�d on a selected sampfe of the shaley c�ay soils (Ffgure 5). In addifion, a direct shear test (Figure 6) was performed in order to pro�ide parameters required for slope stability analyses. �.0 SUR�AC� CON�I�IONS 5.1 ��M�RAL 51i� CON�ITIOt�S A slope failure has occurred on fhe nor�h side of Vickery Blud. about 200 feef east af Micki Lynn A�enue in Fort Worth, T�xas. The slope failur� has r�cently occurred just beyond an existing concrete reiaining wafl located along the norih side af Vickery Blvd. The slope fai[�re area was approximatefy 30 feet in length and 30 to 35 feet in width. Photographs of #he subje�t area are provided in Section 1.0 of this report. See Plan of Boring (Figure 1) for site location and aerial �iew. 5.2 SI f� G�O�.O�Y As shown on the Dallas Sheet of the Gealogic Aflas af Texas, the site is located in an area underlain by the Kiamichi Formation. This farrnation typically consists of interbedded layers of clay and limestone with alternating sandstone fayers, Soils deri�ed from this formation are typically high[y plastic clays exhibiting a high shrinlc/swell potentia[ and high swell pressures with �ariations im m�isture content. A��IANC� ��DY�CHP�ICAL GROUI� ��0-199 PACE 5 �.3 SU�SURFAC� CON�IilONS Subsurface conditions encountered in ihe borings, 9ncluding descriptions pf the �arious strata and their depfhs and thicknesses, are presented on the Logs of Bor�ing. Note that depth on a11 borings refers to the depth from the existing grade or ground surFace present at the time af the investigation. Boundaries between the �arious soil types are approximate. 5.4 ��OUN�WAi�R The test borings were advanced using continuous flight auger drilling techn�ques. This method apows for relatively accurate graundwaier abservations to be made while dr9{ling. Groundwater was not encauntered during drilling of the test borings. Shallow groundwater levels shauld be anticipated if constr�ction occurs during ar after periods of rain due to seepage within joints and fractures within t�e soil and roc�C strata. It is not possible to accurately predict the magnitude af subsurface water fluctuatians that might occur based upon shart-term observations. The subsurFace water conditions are subject ta change with �ariations in climatic conditions and are functions of subsurface soil conditions, water levels within nearby creeks. �.� SOIL ii�OVI�IV�EiViS The subsurFace exploratron revealed the presence of highly expansive shaley clay soils to d�pths of about 7 feet below the existing ground surtace at tha #oe of the existing slope. These clay soils have a moderate to very high shrinklswel{ potential depending upon their maisture condition at the time of construction. Potential soil sweil upward mo�ement calcufations were performed using swell test results to estirr�ate t�e sweq potential of the shaley cfay soils. The potentia{ sail swell mor�emen#s for ground le�el flaiworic is estimated to be on the arder of 5 inchas. Far the proposed retaining walls founded at least one faot into competent hard rock (as recommended in this report), the potential s�oil swell morraments should be less than one inch. �.6 �XISiIRlG FrIL� SOI�S �xisting fill soils were encountered within the iesf bor[ngs. The existing fill soi[s extended to depths ranging from 3 to 5 feet belflw the existing ground surface at this iest boring locations. If the existing fill soils were placec� in an uncontralled manner without engineering supervision �LLIANC� GFOTECkRlICp,L �ROUP DI��0-199 PAGE 6 and without moist�re 1 compactian �erification of each fill lift, some settlement shou[d be anficipaied for retaining walls and flatwork placed over existing uncontrofled fill sails. 8.Q AN�,LYSES p,M� RECOfV�fi��NDATlDI�S A eircular slape failure has occurred. 7he slope failure area is approximafely 30 feet in length and 30 to 35 feet in width. The existing slope is 35 to 40 feei tall and is r�latively steep with embanEcment slapes ranging from about 1.5H:1V fo 1.8H:1V. The embankment is hea�ily �eg�tated with brush and large irees. The embankment consists of highly �xpansive clay and shaley clay soils. It should be noted that according ta TxDOT's Geotechnical Manual (Table 7�1 on page 7-3) that slopes that are constructed using similar highly expansi�e clay soils should have embankment sfapes that are 4H:4V or flatker. Otherwise, steeper slopes constructed of highly expansi�e cfay soils would be susceptible to slope failures. TxD07 has prouided these maximum slope ratios to minimize maintenance and repair of shallow skin sfides. The embankment slopes at this site are much steeper than what is recommended by 7xDOT. Hawe�er, fhese existing slopes are generally hea�ily �egetat�d with thick brush and large trees. Mature tre� roots temporarily reinfarce embankments whereby steeper slopes can remain withaut sfope failures as long as the �egetation and trees remain alive and hardy. It shauld be noted that the area of fih� �xisting slope failure is where some large trees had died prior to the slope failure occurring causing the tree raot reinforcement to be lost. Slope stability analyses were performed using the Slope1V11 comput�r program for the steep embankment without considering re[nforcement from vegetatinn {since trees had died). This analyses resulted in a fac#or of safety against slape failure of less than 1. See the Appendix to this repart far the results of the slope stability analyses, In arder to repair the damaged slape and tfl minimiz� future distress, we recommend #�at the weakened soils along �he slope failure be removed and that the embankment slopes be flattened. A retaining wal� wif! be required in order to al[ow the slopes to be flat�ened wifhout encroaching on the adjacent raadway. The slopes would need to be flattened to 4H:1V or flatter to minimize future tnaintenance and repair of shallow slides if the nati�e shaley clay soils are used. Howe�er, due tfl difficulties in accessing these slapes after re-construction, slopes af 5(H):1(V) or ffatter should be used or lower Pl sandy clay should be used fot embankment slopes above th� new wall. 5ignificant low PI selecf fill will be required as backfill Y�ehincf tne �aroposed refainirtg wall ta minimize active pressur�s on th� new wall. As long as ALLIAIVC� C��CH1�lICA�. Cf�DUP D�.20-199 �AGE 7 a minimum � foot cap of low Pl sElect fill is us�d on the embankment, the slope could be flattened to 3�1:1V requiring a si�arter retaining waEl. Recommendations for a new cancrete gra�ity retaining wall with 3H:�V sfopes above the wall that are capped with lnw Pl seleet fill are pra�ided in this repor�. 6.'I 51T'� PR�PARAiIOP] i'O INi�ROV�D T'Fi€ V91�AK�N�D SLO�'� �AI�UR� �OIV� Based upnn the results of the slope stability anaiysis that simulates the fai{ure that has occurred, we recammend that fhe follawing site preparatian wark be perFormed. 7he existing embanlcment should be over-exca�ated and replaced with law PI select �II in eonjunctio� with constructing a concret� retaining wall. Th� �xca�atifln lirnits should exfend 7 feet below existing grac�e at the toe of the existing slope (prior ta slope fiailure occurr�ng) arrd then horizantal[y 15 feet into the embankment and then upward an a 1H:1V excavation slope. A schematic of the required exca�ation rema►�al and replacement with low PI s�l�ct fill is shown below. � E� F�l:��:r+�.1h� } -.4� �.si��' �� ' � � ��,r'�:��i �,.n��+�� i5� � _ ' ' . yy � f� - ��4�~ -�� `- .'.f��.�.. kk�,�I� �/`.Yt. �` 'y�.� 4��}.��i�'� �+�I+�I.`�'��'��i�'jf�:� .k' � �- . �it'� ; r. . . i: �� , � _ - _ ��_5��.�Yn��`.S:{.'-�'�r�n5�,hc�{�� .�4�Y �Ie�� ,�j +� �S'r.'�'-?�� ,•3'. -.';C'"�r� k'-i"i'y"= '*x:Fr�� ii: � . � - _.i I� RI {_k�_. � _ w '�'tl'':� .��.'r_� � �' - . - �-' �' `'� , . .i ��'S.�'3:1' '�} M1,+' I*-f _ '�. } r{ � � -�� u i��+ "?�k��`r. -}��' . . �' : ` r , :�y�* �' . i i. '+.:p'''.J' ' �}•~' +-i'• "} k�y��• 'e'Ll�,�'�� ' ' ,y`-,'. , �.5:�i . . 'M� 4. �f�� f.,, '! 1FTM'}�[` � ! �j " k'�{'`.+� .' `�5�i�.� S .�ifl{l'��1'�I,:'��"��'�+'.�i'r.�. �{'F��::�F�"5'?L�}i�'4F5''�'�_�i�� . �'��".��,,;+�tiy' -- I'�, ' -. iri i �yri� r.': .'.. ' . - �.....,:�'.� � �� . "�7l.'.�',�' 1.:'•, ?L�' � ' �' '.-.:`:.��. ��-'.� .5.4. ... �.� . '��r-�� rf. '.., .�� =.}�.. � r�f: l.Fs t'�•-'.`.�I'L� , + yY' J�� ' � ��f �.�:r��r�', y* �ri: ;�7� f_' �'y��r,.;�+.�.vy �xr�'' . �- ! '�5'�_,�'�"" ' . }?�' V,s �r��iy ,�•, h �� 5 '.;:-.��. . 2�F "' iL� 5 �; � -'r�� i I' f.tS {iti . +; . . �, �.i.t.t. {..��s' ��.�r �.J_� � �'I 't �Fl�,.�.u�-{ii •�ri-_;frs__}+ =.k•' �..�. ' . .1+P.=�.'.*'�:� . ry ` i.fry- _.I Fiyu�f �:4'!?� � .�_:�' � '�+� '"' _ '� r �+r..�.�..-:.,y Ik . i.l F{i �_�;'�; ; i'r�..is, ' I-,�.,�'' `1'�+�� ..-�' i '' �'r �.�'•. �.}_'ti. _ -I . '�,i��.. '� � �r r.::'�'.�::�tl�.�•,:`•�° '�'x'. , ��i'� ,i;:,l' ' �- �'...:-'"� ilv 1�� ' .a'.'.� '��.". 4�. ��`�s ._Z.f ' t ' {i. �}. '' ' ' ' � ��i� -I _ �}} . l�:i .s. ��'..� '� _.y+.'r'... � =t �'r� '.i —��' �:N,'.r' .r. �+.'. _ ,Fi'r}siuti_ ' '`, p�l:' ~+'} �{iL.' •ti_� .d:�:� _.. -j;_,-�,.. :7'.��..�_�-;.. [ ., �*'`.'�I:�..,1�'� - l'�'{L�i.ti'� ' .- .i ' ;'4.r+�.7�'�' . - '�f � „�11� .. .��f�• pII . I ��+C� =�'i' � �.�+r.5"� { F `.'u.4 ".} � �-'.'�' ,� LL. i y.{; • ;�F;4� y :.- . LL�r' ,'S= ii._� �5:� .. _ Z��. _ __ '" - .- ' _ .1_ . _._ V"'i . � .. � �� r:� rr{rilt � .�i ' � .. 2'��i.��' S�� . . . , , �. ��.. - . . I'�r.�F' � + -M1`` .} - `?�'�.. " �. _��_, . , ,''�.�_�_ M1�i..i,�'�' ' ... . ,'.1;_ , We recommend that excsvation be performed to a depth of at least 3 feet along the emban�Cment slape bevond the slope fai�ure area {including a# least 5 fee# beyond the top of the slope). The excavated soif should be r�placed with low PI s�lect fill. The low PI select fill should be placed in horizontal benched �ifts and shoulcf e�end 5 feet beytind the top of the 1�LLIANC� G�OiECHNICAL GROU� D�20�199 rP11G� 8 embankment. Care shoulc! be taken #o ensure that carnpaction is achi�v�d between the bencf�ed exca�ation interFace of fhe existing cfay fifl soils and the law Pl select filf. The material used as select fill should be a very sandy clay to clayey sand with a PI �etween 8 and 16. The fill should be spreac� in harizontal benched lifts, less than 8 inches thick loose lifts, and uniformly compacted to a minimum of 98 percent o# ASTM Standard D698 between -2% and �-2% percentage points abo�e the soils optimum maisture cantent outside of #he 45 degr�e wedg� retaining wall backfiill. The corrmpaction requirernents of the select fill within the 45 degree wedge behind the retaining wall should be reduced in accordance with Section 6.2 of this reparf. Compaction must be achie�ed aiong fhe harizontaf benched exca�a#ion interFace. Campaction rnust be achie�ed beyond final lines and grades to allow laose soil to be removed duri�g final grading. Campaction along sloped grades shoufd nof be allowed. 6.� RETAINIPlG ViIA�� OUN��4�ION S�'S��MS A new concrete gra�ity retaining wall will be required in order to flatten the existing embankment slope. G[obal stability analyses were performed in order to determine the required embedmant depth for the retaining wall fao#ing in arder to achieve a facior of safety of at I�ast 1.5. �ooting depths of 3 feet and 5 feet b�low existing grade where initially evaluated and an adequate factor of safety was r�ot achie�ed. In order to achieve an adequate factor of safe#y against slope stability failure, the existing foofings wil[ need to be founded a minimum of one Foot into competent hard gray limestone or hard dark gray shale which is anticipated to be encountered at a depth af abaut 7 feet balaw existing grade at the bottom of the slope. See the Appendix to this r�port for results of the slope stabiiity analyses. The proposed new cantileuered retaining rrvalf can be suppo�ked by a reinforced concrete footing founded within compeient hard gray limestone or hard dark gray shale as verified by AGG. Firm dark gray weathered shale is not considered to be hard competent rock, We recommended that the footings be foundec� at least 12 inches into hard comp�tent gray iimestone or hard dark gray shale . We recomrnend that the excavations for the new retaining wal! footings be inspected by an AGG Engineer to uerify tY�at �hey are faunded a minimum of 12 inched infio hard compe�ent gray limes#one or hard dark gray shale as specifisd abo�e. We recammend that neat �er�ical cuts be made into the hard competent rock in o�der to form the actual foofiings. Exca�ations above the footing should be sloped per OSHA (Class B or C OSHA). Forming of the footing base using wood or other forms shauld not be al�owed. p,��IAI�CE �EOTECHNICA� G�OIJP ��20d199 PA�� 8 Concrete should be placed directly against freshly cut exca�ations rrTade into the com�etent hard rock. In order to prevent deterioraf�on of the exposed rock along the footing base and ta pro�ide a le�el working surFace, we recommend that a 3 to 4 inch mud slab be placed along the base of the footing excavation. Th� mud slab should be placed within 8 hours of ihe footing subgrade being exposed during the exca�a#ion operations and should be placed direcfly onta clean undisturbed competent hard rock. We recommend t1�at the following pa�ameters be used for design: Allawable Bearing Capacity (Competent Hard Rock) 5,Oa0 psf Ultimate Frictian Factor for Sfiding Resistance: 0.5 (Appropriate FOS should be used) Note: �he abo�e ultimate frictinn factor is hased wpnn faoti�g concrete being placed directly onto a mud slab that was placed directly on clean undisturbed hard competent roc�C. �uli depth concrete placement should occur on top of mud slab. Concrete should be placed against neaf �erEical cuts of nati�e competent hard rock. Farming of ti�e footing base should not be allowed. Allowabke Passi�e Resista�c� of Key below footing if requirad �400 psf per ft of �Cey depth below bottom of footina for sliding resistance (linearly increasing r,vith depth beiow bottom of footing). Minimum key depth: 3 feet if a key is used. We recommend that the foating excauations be observed hy AGG prior to concrete placement to �erify that the footings will be fiound�d within neat vertical cuts on cl�an native competent hard rock. Differential retaining walE movements due �o post construction shrinklswell mo�err�ents and settlements should be minimal for footings founded wifhin campefent hard rock. Any existing or �ropflsed utility trench backfil[ located wi'thin the bearing inf[uence of the re#aining wall footings (approximated by 2:1 slope extending downward from edge of faotings) shauld be backfilled with lean grout. The retaining walls should be backfilled with law PI select fill in compacted lifts within a 45 degree wedge extending upward from the base of the wall to the ground surFace. Th� backfill maferial against the below grade walls should consist of low Pl select fill ha�ing a PI of 8 to A�LIAI�CE ��T�CHNICA� Gf�OU� ��20�199 ��Ge 10 16 and should be placed in a wedge extenc�ing from the base af the wa[I to the ground surFace in a maximum angle of 45 degrees (1(H): 1{V) slope7. The backfill material should be compacted ��tween 95 and 100 percen# of the maximum densify as determined by ASTM D698 between -2% and +2 percentage points of the soi['s optimum maisture content. Backfill plaeed withi� 5 feet af fhe walls should be hand compacted. O�er-compactian should no# be a[lovtired. Farfll depths o�er 10 fieet, compactian should be increased to 98% ASTM D698. The se�ecf fill should be benched into the existing em�ankment in horizontal benc�ed fifts. It is imperati�e #hat the interface between the existing embankment soils and the select fill soils be adec�uately compacted. Note 1: If the retaini�g wall backfifl soils are placed in accordance wifh the above recommendations, seftlement 1 cflnsolidation of th� backfiill is �stimated to be on the order of 1.0 percent of the fil[ height. This assumes that a!I fill is placed in accordance with recommendations contained in this repart. A minimum of 12 inches of free draining gra�el or cfean crushed "Chico" (Bridgeport) stone should be placed adjacent to the wail to provide drainage of the backfill. Nate �: A suitable free draining geotextile should be used at the interface of the firee draining stane and the select fill. In addition, a perimeter drain installed at the �ase of the wall should be pra�ided ta prevenf hydrostatic pressures. If drained select fill is used as specified above, the wall may be designed for a drainect acfiue pressure of 45 pcf EFP. Note 3: If a slide oc�urs upslope from the existing failure andJor upslope from the femporary excawation sfope prior to or during construction, contact AGG. Larger active presSures wauld be required if fill is placed abave a pre-existing failure plane. Any surcharge load or live load (including sloped backfill abo�e the top of wall) should also be included during design. An ear#h pressure coefficient may be assumed to be 0.50 fior determination of latera� soil pressures resulting from surcharge loads. Plote 4: Surcharge loads from sloped embankments s�ould include the weight of sloped embankrnents above the top of the wall for a disfance of at leasf 10 feet plus 1.5 H from top of walf {where H is wall height). ,pa��lA�iEC� C�O'i�CHIdICAI� CROUP ��2�-199 �AG� 11 7.0 COR�SiRUCTION CONSID�RAiIONS This investigation was �erformed to specifically addr�ss the recent slope failure area. It should be noted that the rernaining embankment slope beyand the slope failure are is foo steep and could be susceptible to future slope failur�s. The existing ernbankment slope might perfarm adequateEy as long as he�vy �egetation growth remains hardy. O�herwise, future slope failures shou{c� be anticipatecf. 8.D INS��CTION AND T�SiING Many problerns can be a�pided or sol�ed in the field if proper insp�ction and testing services are pro�ided. It is recommended that all praofrolling., site and subgrade preparatian, and structural construction be monitored by a qualified engineering technician. Density tests should be performed to �erify compaction ancf maisture cantent of any earthwork. Inspectior� should be perFormed priar ta and during concrete placement op�rations. Alliance Geotechnical Graup employs a group of experienced, well-trained technicians for inspection and construction rr�aterials testing who would be pleased to assist you on this project. 9.0 LIiVIliA�1QfVS The professional services that have b��n p�rFormed, the findings abtained, and ihe recommendations prepared were accompEish�d in accordance with currently accepted geotechnical engineering princ�ples and practices. The possibility aiways �xists that the subsurFac� conditions at the site may �ary somewha# from those encountered in the borehales. The number and spacing of test L�orings were chosen in such a manner as to decrease the passibility of undiscoverec{ abnormalities, while considering the nature of loading, size, anc� cast af the project. If there are any unusual conditions cfifFering significantly from those describecl h�rein, Alliance Geotechnical Group sha�ld be notified to review the effects an the perFormance of the recornmended foundation system. The recommendatipns gi�en in this report were prepared exclusi�ely fior the use of client, their cli�nt and their consultants. The informatian st�pplied herein is applicable only for the design of the pre�iausly described de�elo�ment to be constructed at locations indicatecE at this site and shflufd nat be used for any other structures, locations, or for any other purpose. We will retain the untested samples acquir�d for this project for a period of 30 days subsequent to the suhmittaE date printed on the report. After this period, th� samples will be discarded unless otherwise noiified by the owner in writing. AI�L[ANC� ��OT�CHNICA� GROU� ��20�199 PAGE1� � � I� � - � � t . - + �iy *� � � �. �'Y.. � } . • . .� .:�� _ �.. . _ �.�� T{;€ ��.- �e y- ' � - � �'' �9•' , ' y ' ��'� ,�'., T,' y,� ` , ��=i�� . -i�• � ;�..i �� ; F I' �{ 11 . + i . �_; r �r , _ -: r-• , I��. . j�' .�. {'. . . . ';� �y •, ,��5 f� r .�„�+y,�'= �.�� ''��l.. � '�+'� �� /, . +`4'''� ¢� �a ' '�x . # �' "�L ,. + � f+ : -.{y' tE�' +. *.� '�� k'+��#� }� ��, ; •, .�`�.-�.* �. `� ;� ;,� , n �. ��+ , � � � �,-� � � � � ,�� • � �,�� . -' � �y �� -r '��r. -k �''7R #-��1� � f � ,' � � � -'� •, � 4 .4* ry_ .k �, � ,e � � ��'�` �'� 4 + , '� T .�y- �' t } � �y� i + ',' � *'�' �� y ly -,+�� ' ' i � � i +� {`��. � f �� .��' ��I �1 � �� fl �r �� i �r � + r �ry� I�!-� �� k� � '� # . � `'� �� i��_F.��F � . '. R x �/ ��•1 � f4�'" ' 1+ � � ♦ if 1�`' w.� ��'�„�Y� � .y�'e� .iL .�' �� } , . �' ' � � � � ; , ' �;. � �� ^ ' � '�� `y{ '� 1 i - *�J k :��rt� Y' �* ' ''� . I �.-�++ 4' �-- � r - . J�y f�} '� . 3 i�{ '� ' `II�F _ .�3�� i�� ;{� y ' �iS+� � c '�� a'`tiy;��'� ' � �=`�{'M ��f`�,�� ?��4' .�� +`� ' �. � ' {� ' �ti 'w � ' i � H � ,}� t .� I +�`� �r.' {�'I I • ' �� t � L,S� aJ� "r"`� �'��*; 41�'t? � ' T ' . ' I i . � '�� rf' L`'+f��?'?� I�'�' M1 . . r T �� *' - F4 * .. �,�� .- � ',Ila._:� �.. � ��. � ;� ,�. '�,�'#� ��; '1��. �i;�_,�' - I � • c - # t, . ,F., } . � . . � i f` � � �. k J, 5, ' � ; . � + � + y {� �il tr' �� S.. .� '� � �, � �#�-�,�•, t t'' _ - � y!.-�.��+�` y r ,� r� y;�� . ,1 � . k� , �},�k, ' �i �; ,��. { _� ¢ ' � �� ;� ; . ti ��F � . ✓ � �. � i _ �' � • � r . - . �F� � ��1 i l �f� � r #�...!_. "� + . � ' 'y �j � ' �� 4 1 : . f � i ! �''w� � �� 4'1' �+f+�+��I �'r� �. '��R . �' � *�� •' .1``�'` `+ � • +.{� � �� .X` �'di '� 1+��Y. 1 � �y � �, . ' M1 ' - �'ti�� . 4"� 114 `}.' .. 1 � � .1 ] ; . �' X 1r *' ��`.Ic*}�''*'`��l J�• f r � 5''' '�x �' 1+� � �+r i� + =L � . -'��+ i}� _ � � `. } .�+ � . � ; � ' : rI , + i,lf'.�.+4�i.� ; �� .� �� .. . . 1 f 1 � 4 �y�t- �� _ ,�fr f r ' � �� f r� r 4� .. ' , � `.'' } � - . . . �� '"!��+� i` �,l � . � �� ,� — � � -� �i � � � r }*rf{� '�- * ' ' i '--�_ �� -�'- . _ �Y�'�{.k�`F� � '='F.#�� ] - � iy �f �� * ,Y'�� - y- + _ � ��{ _ ' � �� '� N W �E .�. Pro3ect No; � ��I�� 20�999 ��,�� F ��a� ��T��i��'�i� �'IGLIRE I�O: ��,�� V[CKERY E3LVD. SLOPE FAI�UR� - � — FORT I�ORTH, �EXAS `� �rojeet: Vicker�r Bl�d Slope Failure Date: 9 2I3I20�0 Ele�.: Depth to water at completion of boring: Qry Depth to water when checked: Depth fo caving when checkad: ELEVATION! 501L SYMBOLS L�� O� �ORIfVG �d'� Locaiion: See Figure 1 was: was: Proj�ct No,; DE20-199 pEP7H SAMPL@RSYMBOLS DESCRIP7�ON MC LL PL PI -200 0❑ P.PEN [1NGON Sfrain (ieat} & FIEL� TEST D:qTA °�'� % � °� °� pGf tsf ksf % r 0 � — -.-- -s 2316" 7 21G" 15l6" 50f7.5" �o - sorz^ — — 5012" �s �om.�o, 5010.25" 20 25 30 35 5010.25" 5010,25" 8" C�NCRETE and 4" BASE ---- -- — - ----- - ---- ------ - Light gray sandy CLAY, wl limestone fragments (FILLj a.5t h4 45 16 29 Sa 4.Sk �ark gray shaley CI.AY, blocky, jointed, wl silt seams 21 g6 2� a� --- � ss a.-s+ --�� and layers a.5* ci 4.5+ Hard dark gray SHALE wl very hard limestone seams and layers Very hard gray LIMESTONE, wl F�ard shafe fayers Baring terminated at 25 feet Nofe�: FIGIIRE:2 Alliance Geatechnical Group, Inc. _ 5Ql0.28� Project: Vickery Blvd Slope Fai[ure �ate: 12l3120�0 Elev.: �epth #o water at c�mpletion of boring: DrSr Depth ta water when checked: Depfh to caving when checked: ELEVATIONf SOILSYMBOL$ �o� o� �o�i�� z Locatian; See F'igure 1 was: was: Prajec# No.: DE20-199 MC LL PL pl 200 p� P PEN UNCON Sirain OEPTH SAMPLEf25YMBOLS DESCR�P7lON g5 %%^/e 95 pcf €sf ksf �! {feet). & FIELO 7EST �ATA Q- --- __ �- -' - --- ---- -- ---- �� 8" CONCRETE and 4" sandy BAS� Tan and brown sandy CLAY, wl calcareous deposits z.5 •• •• �� 17 44 i6. 28 57 2.75 �� ::::�� '.'.:.�� ...�. ....�� .,.�. ....�� ...�.� 1 ■R�� 11 ��1�� .�ii�� e � 54I0.25" '15 5010.125" soro.tz5° 2o soro.zs" 25 �o 35 No�es: and iron stains (Fl ) — -- -- -- - - --- --- ---- Very hard gray broken LIMESTONE (FILL} Firm dark gray SHALE, fractured, wl shaley clay layers 'e �a za ao -�� a:s++ �-J-� -- --- — - -- --------- ----- Very hard gray LIMESTONE, w/ hard shaley layers Boring terminated at 20 feet Alliance Geotechnical Grou�, �nc �i�uRE:3 5ymbol Descri.ption 5txa'ta symbols '"�',p'•v:�& C�NCRETE �'a :ao n. p �;:v�- •v•+i :u;: � CLAY, sandy � CiAY, snaley � SIiALE LINlE STONE � SHAT�� , �'� w'ea�hered � Soa.1 SampZers � ktock Care � Thin Wall Shelby T�l�e � Standasd Penetration 2est Nptes: K�Y i0 �OG i�,�l�lQS & �Yfl��O�� Symbo]. Desesiption n Aug'er �� THD Cone Penetration Test 1. Explara�ar�r borings were drilled on datea indicated using truck mounted drilling equipment. 2. Wa�er 1eve1 observations are no�ad on boring logs. 3. Results of tests conduc�.ed on samples recavez�ed are repo�ted on �ha boring Zogs. Abbxeviations used are: DD = na�ural dry densi�y {p�f) LL � liquid limit (�k) MC = natural moisture content (�) PL = plaetic limit ($j Uncon.= unconfined compz�ession (tst) PI = kalasticity� index P.Pen.= hand penetrometer (ts�) -200 = percent passi.ng #200 4. Rock Cares REC ={Recovery) sum of care sample recovared divided by length of run, expreased as percentage. RQD =(Rock Quality Designata.on) sum o� eore sample recover�r 4" or greater in length divided by the run, expressed as percentage. FIGLJRE:4 Alliance Geotechnical Group, ine. SI�� E�T RE��L��S - �, a.TrE��c �r�-��Tu �dr�� ar� �DRfN� CI�I�Fi UNaT LIMI�'� N1�l�TU�iE MOI�TU�� L�AD 11�Fi71�AL j NO. �F�E7} IAF�I��IT �� R� PI �Oh17�NT ��}TENT �PSF} SW�LL B-1 3-4 95.7 66 25 41 20.6 25.3 500 5.8 ��oc��u��: 1. The subject sample is placed in a confined ring. Then, the design load (including overburden) is applied to the sample. 2. The confined ring wiCh the sample is then submerged with free water with surfactant and allowed to swe�ll completely. 3. Once the swell mo�ement stabilized, the design load was removed and the sample was retrieved far final moisture content determination. ----�� 1500 r i � i i i � � a a _ _ ua � � � � - ca � m �� Y � N � 9000 500 0 �sno 1250 .� �000 � a �; �' ��o � � L � � � 500 250 0 Sample Type; Undisturbed �e5ct'iption. Darlc gray shaley clay. Norma! Stress, psf Sample �[o. Water Content, °fo Dry Density, pcf � 5aturation, °>o � Void Ratio Diameter, in. Water Content, % z Dry Density, pcf 3 � 5aturation, % i Q Void Ratio Diarr�eter, in. Normal 5tress, psf Peak Shear Stress, psf Displacernent, in. Residual Siress, psf Displacement, in, Strain rate, in./min. Cllerlt: TranSystems �roject: Vickery Blvd. Slop� Pail�a�e 1 2 3 17.9 179 17.9 10I9 10I.9 101.7 73.2 73.3 72.9 0.6670 0.6660 0.6692 2.500 2.500 2.SD0 1.000 1.000 1,000 28.0 26,9 25.3 100.0 102.0 I Q2.9 109.2 ] 10.1 105.6 0.69$4 0.6fi51 D.6S�3 2.SD0 2.500 2.500 1.019 1.000 0.989 720.0 14A0.0 2.880A 736.2 747.4 ] l 1Q.1 Q.026 0.109 0.030 443.7 b11.4 567.8 a.soo 4.447 o.�ai 0.015 O.Ol5 O.OIS L�l�= 66 PL= 25 PI� 41 Assumed Sp�cific Gra�ity= 2.72 Location: B-1 Remarks: ASTM D 3080 Shear Rate, inlrnin.:0.0009. Depth: 3'-5' Ea�h point is fu11y svvelledlconsolidated at narmal proj. Wo.: DE20-199 D�te S2tmpled: stresses prior to shearing. DIRECT SHEAR TEST REPORT Alliance G�otechnical Graup, Inc. Figure 6 Dallas, TX �es�ed By: CS Chec�ed By: JP Horiz. Displacer�ent, in. ��. � r� 4 � � � � � � � � .� Ll.� � � 0 � ,�-.. � w � r� � � tu � a �� ,� � � �� O � � �� N � � � �� o� m m w U C � (� �1��J ��E�IgH � ` � � � � � � � � � � � � � �� -+ � � 6 .� � � � � � � LA � � � � �_ � v a� � t� ij .i.3 (JI ❑ GCR6o��eD Ni��a�i� ��nd W��ea� ��eci ��s��ne�s ]E�te��a�ise C��p��rnce 71'IE�IS PA�]E L]E�"�'` II�T'TEN'�'��l\TA]L]L� �L�I� CI"F'Y bP FORT WORTH VICKERY eLV� RETAINING WALL STANDARD CONSTRUCTIQN SP�CIFICATION DOCifMENTS City ProJect No.102446 Revis�d Juiy 1, 20l 1 4� F � m �� 4 �� 4�' Li � � � � 4� � � � � � F � � �` '� � o� � � � � � � L7 � � � � ` {� � ��] v � I y 'J � "' � � � � :�, j� � � � r� I—I � � � � � � � � � � � � � � � �� r_ � � � � '� �� m � •� � � � � � � '� m � a � � � � � � � � � � q fri � � � � � � � � � � �"E � � �} M o� � � .� � � W � � � � c� ..� � � �� ❑ � � � � .0 _ � � 4'+ y� � m y� � � � � � � � �i � O �n c� o �,� � � ��,� � � _ � � ❑� �� ;� � � � � � � � � .� v � '� '� ei# � `� � � � � �� s € -� � � � �� F` �`� � C� G� � � '� Cx � � � � �� •� � ilj � � ti Q � 7- �� ,�� a �o � � _ � � � � � � t� w � io � �' _ � � � � � � � � � �� ck. 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This certitication must be updated e�ery two years by submission of an Annual Update A�Fidavi#. At any time fhere is a change in nwnership, control of the firm ar operation, notifcation must be made immediately to the North Centra! Texas Regional Certificafion Agency for eligi{�ility evaluation. Certification Expir�tion; No�ember 30, 2022 Issued Date: No�ember 2, 2020 CERTIFICATION N�. HFMB04252N1122 �.�.C.ca-�''�:�-�� Certification Adminis#rator � ' � k �� Nfinoriiy �usiness �n�erpris� {i1�B�) KLI� Commercial, �l�C I�.�IP C��.��.1, I.aI�C has filed with the Agency an AfFdavit as defined by NC7RCA Minorify Business Enterprise (MBE) Policies & Procedures and is hereby certi�ied to provide service(s) in the fallowing areas: NAICS 4�3310: LU1911B�R (E.G., DR�SS�p, FINISHED, ROIJGHj l4AERCHAiVT WHOL�SAL.�RS NAICS 423310: LUI�B�R, PLYWOOD, 14AILLIN�RK, AND WOOD PANEL lU9�RCHANi WH�I��SALERS NAICS 4�33��; CONDLIIT AND PIPE, CONCRETE, [i�ERCHANTl�ViHOL�SALERS NAICS 4a3320: GRAVEL, CONSTRUCTION, 11�ERCHANT WHOLESA��RS NAICS 4�339d: �THER CONSTRIJCTION IUTATERIAL IIii�RCHANT V4�HOL.ESALERS NAICS 4�3�'{0: �ii�iAL PRDDUCTS (E.G., BARS, INC4TS, PLATES, RODS, SHAPES, SHEETSj i�i�RCHANT L�4lHOL.�SAL�RS NA1CS e�2361�: CONSiRUCTION fY�1A7�RIALS, EI.ECTRICAL, iiAERCHANT WHOL�SAL�RS NAfCS 4236'10: ELECTRICAL APPARATUS ANp �t1U[Pl4AENT, WIRIN(s SUPPLI�S, AND REL.ATED �QUII'14AEIdi M�RCHANT IAdF�iOLESALERS NAICS 4�3�40: GEN�RAL�i,INE IN�USTREAL SUPFLlES �fiERCHAN7' WHOL.�SALERS NAICS 4�4690: CHEI�IilCAL. A�UITIVES (E.G., CONCRET�, FOOD, FUEL, DILj RflERCHANT WHOL�SALERS NA1CS �32�412: CONSTRUCTION, NiIP11iVG, AND F'OR�S7RY BIIACHINEI�Y AND EQUIPAAENT RENTAL AIVD LEASING This Ce�tification commences June 23, 2Q21 and supersedes any registration or listing previQusfy issued. This certification must be updated e�ery two years by submission af an Annual LJpdate Affida�it. At any time there is a change in ownership, controi of the Flrm ar operation, notification must be made immediately to the North Gentral Texas Regional Certificatian Agency for eligibility e�aluation. Certification Expiration: June 30, 2Q23 Issued Dafie: June 23, 2021 CERTIFICATION NO. NFMB2p095N0623 �� .� Certification Administra#or � t4 4.i�r.-. �wr��:.rt.�xy�7 Wom�n Business �nterprise {WBE) �CLP Commercral, LLC �P C��lr�n�rcla�, L�L� has filed with ti�e Agency an Affida�it as defined by NCTRCA Women Business �nterprise (WBE) Policies & Procedures and is hereby certifed to pro�ide service(s) in the fallowing areas: NA�CS 4�33'10: LURflBER (E.G., DRESSED, FiNISW�D, ROLIGH} Ni�RCHANT WH�LESALERS NAICS 4a3310: LUMBER, PLYWOOD, II�ILLWORK, AND INO�D PAN�L [ifiYERGHANT VIdHOLESALERS NAICS 4a33�0: CONDlJ1T AND PIPE, CONCRETE, NPERCHAN7 WHOL�SAL�RS NA1CS 4233a�: GRAVEL, CO{VSTRUC710N, �flERCHANT WHOLESALERS IVAIC3 42339U: OTW�R CONSTRUCTION Fi�ATERIAL Fi�ERCHANT WHOLESALERS IVAIGS 423510: P�lIETAL PRODUCTS (�.G., BAI�S, INGOTS, PLATES, RO�S, SHAPES, SHEETSj i4111ERCHANT WHOLESAL�RS NAICS �2361a: CONSTRUCTION MATERiALS, ELECTRICAL, �ERCHANT WHOL�5ALERS NAICS 4�3fi'10: E�ECTRICAL APPARAiUS AND EQUIP�IfE1VT,16ilIRING SIJPPi.IES, ANp RELATED EQUIPPifI�NT iVI�RCHANT 1fVHOLESALERS NAICS 423840: GENERALeLINE INDUSTRIAI� SlJPPLI�S fVIERCHANT 1difHOLESALERS NAIC5 4a4690: CMEFUi1CAL ADDITIV�S (E.G., CQ�ICRET�, F'OOD, FUEL, OlL) MERCHANT WHOLESALERS NAICS 5324�12: CONSTRUCTfON, AAINING, AND FOR�STRY MACHINERY AND EQUIp�AENT RE�NTAL AND L�ASING This Certifination commences June 23, 2029 and s�persedes any registration or fisting pre�iously issuad. 7his certifcation m�st be updated �v�ry twa years by submission of an Annual Update Affida�it. At any time ihere is a change in ownership, cot�tro! of the firm or op�ration, notification must be made immediately to ihe NorEh Central Texas Regional Cartificatian Agency for eligibility evaluation, Certifcation Expiration: June 30, 2023 IssUed Date: June 23, 2029 CERTIFICATION NO. NF'VIIBQ3130N0623 ��,�-��`�'��e�� Certification Administrator �U�T �ORT w �usin�� qui� �i�lsi�n L��i�R �� INT€NT R.B�sir��ss Eryuiiv �ub��antr�ctarlConsu�ltant Irnn�a�inn; ce�ift us ness � ufi fim� Is �owned b a Mlna ' ar Wam�n � a�ness En e r�e MIW�� PftOJECT# �iD#_ (I(Appl�cahfe Please Chack One) Amendment� Changa0rder❑ [Pursuanf iv ihe Clfy of Fo�t Workh's Business Equily Ordinar�ce, certifisd Bus�ness Equily firms partici�aling under the Ordinance must be certi(ied prior to recommendaEian of award in order to be caunted kowards the Busfness Equiiy contraof goal. Certl(ying agenc3es acceptabfe by the Cify: Norti� Cenlral Texas Regiana! Certi(ication Agency (NCTRCA), QallaslFort Wodh M9nority Supplier Development Cvu�cfl, Inc. (DFW MSI]C), Women's �usiness Cauncil - Sauthwest (WBCS), or ihe Texas be�artmeni af Transpot#akion (TXpOTj. Note: For Federally-Funded proJects the prm must be certifled as a Dfsadvantaged Business �nlerprise (DBEj by ihe NCTRCA andlor TXDOT only.] AI! �ields are Requlred - Do t�o# leave blank, 'I, Name af ProjecL' 2. Name of OfierarlPrime Contractar: 3. Name of Business Equity Sub-ContraclorlConsultant, Address; Firm Confact NamelPhone: 4. The underslgned fs prepared to per#arm the fallowing described worlc andlor supply the malerlal listed in canneclion with the abave project (where applicable specify "supply" ar "install" nr bofh): NAlG� Gc,�ie�s): Type or Print Name (QwnedAulhodiedA�ent ot CerNfled 8ueiness Equity F1Rnj Signature (OwnerJRuthorised Agent of Certified Buslneas Equ[41 �irr�j (Email Address) B, �f�d�Nt � Q�israif�r�n1� . In the amount of $ {Name of Certifled Bualnssa �quEiy Su6-Consa[IantlConeultant) (nate) (PhonaNumher) I NEREBY DECLARE AND AFFIRM Ihat am !he duly authorized rapresenfative of {OwnsdAuthorized Agent) and thai l have persanally reviewed the materlal and facts (Name of OfEsrodPrime) set forlh in th[s Letler af lntent, To the best of my knowledge, information and belief, kMe facls in lhis form ar� lrue, and no material facts haue been omitte8. Pursuant to the City of Fort Worth's Business Equity Ordinance, any perso�lentity that makes a false ar frauduleni statement fn connectior� wikh participation of a cerlified fiirm in any City oi Forf Worth contract may be referred (or debarmenf pracedures under the City of Fort Worth`s Business Equity Ordinancs. I do solemr�ly swear or affirm that the signatures contained herein and the infarmaiiat� provided by the OfferorlPrime are true and correct, and that I am authorized an behalf of the Oife�odPrime to make the affidaviE. (Owner! Aulhor]zed Agent) Type ar Prink Hame (slgnature of OwnedAulhnrized Agentj jEmall Address) {OfferodP me resa} (datay {Phone Numbarj Dapndme�tt ofDiversity und Inc[usion nusiness Equity Division E1Tective O.V01/2021 Cmt�iL• vv� I ] "-�"' '---� --� Revised0710t12021 PIti:817-392-2G74 ��.�60�7 �V6�1 ,�� R.6l�eS '�']H[IS P��E �LEFT �I�'I'EI�T'�'��1�T�1]C,I�� ]L�.1�TI� GITY OF PORT WQRTH VICKERY 8LV0 RETAINING WALL ST�INDAI�IJ CONSTRUCTIDN SPBCIFICATIdN DOCUME[�ITS City Projett No.102446 12evised July l, 201 l 2013 PREVAILING 1NAGE RA7E5 (Heavy and Highway Construction Projects) CLASSIF[CATION DESCRIPTION Asphalt bistributor Operator Asphalt Paving Machine Operator Asphaft Raker Broom or 5weeper Operator Concrete Finisher, Paving and 5tructures Cancrete Pavement Finishing Machine Operator Concrete 5aw pperator Crane Dperator, Hydraulic 80 tons or less Crane Operator, Lattice Boom 80 Tons or Less Crane Operator, Lattice Boom Over 80 Tans Crawleriractor Operator Electrician Excavator Operator, Sp,Opb pounds or less Exca�ator Operator, Over 50,000 pounds Flagger Form Builder/Setter, 5tructures Farm 5etter, Pa�9ng & Curb Foundation Drill Operator, Crawler Mounted Foundation Drill Operator, Truck Mounted Front �nd Loader Operator, 3 CY ar Less Front End Loader 4perator, Over 3 CY Laborer, Common Laborer, Utili�y l.oader/gackhae Qperator Mechanic Milling Machine Operator Motor Grader Operator, Fine Grade Motor Grader Operator, Rough 4ff Road Hauler Pavement Marking Machine Operator Pipelayer Reclaimer/Pulverizer Operator Reinforcing 5teel Worker Roller aperator, Asphalt Raller Dperator, Other Scraper Operator 5ervicer Small Slipform Machine Operator 5preader Box Operator Truck briver Lowbay-Float Truck DriverTransit-Mix Truck Driver, 5ingle Axle Truck Driver, Single or Tandern Axle Dump Truck Truck Driver, Tandem Axle 7ractor with 5emi Trailer Welder Work Zone Barricade Ser�icer Wage Rate $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ � $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 15.32 13.99 12.69 11.74 14.12 16.05 14.48 1.8.1� 17.27 2D.52 14.�7 19.80 17.19 15.99 10.06 13.84 13.16 17.99 z�.o� 13.69 14.72 10.72 12.32 15.18 1.7.68 14.32 i�.�.s 16.02 12.25 13.53 13.�4 11.01 16.18 13. Q8 11.51 1�.96 14.58 15.96 14.73 16.24 14.14 12.31 �z.sz iz.86 14.84 11.68 The Davis-Bacon Act prevailingwage rates shown for Heavy and Hlghway constructian prajeets were deYermined by the United 5tates bepa�ment of Labor and current as of September 20�.3. The. titles and descrEptions for the dassiflcations iisted are detailed in the AGC of Texas' Standard Job Classifications and Descriptions for Highway, Hea�y, Utilities, and Industrial Construction in Texas. Page 1 of 1 2013 pREVAILIfVG WAGf RATE5 (Commercial Construction Prajeetsj CLASSIFIGA710N D�5CRIPTIQN AC Mechanic AC Mechanic Helper Acoustical Ceiling fnstal[er Acoustical Ceiling Instalfer Helper Sricklayer/5tone Mason Bricklayer/5tone Mason Trainee Bricklayer/5tane Mason Helper Carpenter Carpenter Helper Concrete Cutter/Sawer Concrete Cutter/5aw�r Helper Concrete Finisher Concrete Finisher Nelper Concrete Forrn Builder Cancrete Forrn Builder Helper Drywall Mechanic Drywall Helper arywall Taper Drywall Taper Helper Electrician {Journeymanj Electrician Apprentice (HelperJ Electronic Technician Flaar Layer Floor Layer Helper Glazier Glazier Melper Insulator Insulator Helper Laborer Common Laborer5kif[ed Lather Metal Buildirrg Assembler Metaf BuildingAssemblerHelper Metal installer �Miscellaneaus.) Metal instalfer Helper (Misce�laneousj Metal Stud Framer Metal 5tud Framer Helper Painter Painter Helper Pipefitter Pipefitter Hefper Plasterer Plasterer Helper Plum�er Plumber Helper Reinfarcing Steel Setter IAlage Rate $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ � $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 25.Z4 13.67 3.6.$3 12, 70 19.45 7.3.37. 10.91 17.75 14.32 17,00 11.D0 15.77 11.00 15.27 11.OD 15.36 12.54 15.00 J.1.50 19.63 15,64 za.00 1s,ao io.ao 21.03 12.81 16.59 11.21 1p.$9 14.15 12.99 15.OD 1.2A0 13 AO 11,D0 16.12 12.54 16.44 9,98 21.22 15.39 1fi.S7 12. $5 21.98 15.85 7.2.87 Page 1. of 2 Reinforcing 5teel 5etter Helper Roofer Roofer Helper 5heet M��al Warker Sheet Metal Worker Helper SprinklerSysterrm Installer 5prinkler System Installer Helper Steel Worker' Structural 5teel Worker5truttural Helper Waterproofer Equipment Operators Concrete Purrmp Crane, Clamsheel, Bacfchoe, Derrick, D'Line Sho�el Fork{ift Foundation Drill Operator Front E�d Loader Truck �river Welder Welder Helper $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 11.08 16.90 11.15 16.35 13.11 19.17 14.15 17.00 13.74 15. DO 18.50 19.31 �.6.45 22.50 16.97 15.77 19.96 13.04 The prevalling wage rates shown for Commercial construction prajecYs were based on a salary survey conducted and published by the North Texas Conskruction Industry {Fall 2072} Independently compiled by the Lane Garman 7rubitY, PLLC Construction Group. The descriptions #ar the classific.ations listed are prouided on the TEXO's (The Construction Association} webs.ite. www.texoassociation.org/Chapter/wagerates.asp Page 2 afi 2 G�-�e�� ]�e��t� �.�d �J�ili�ies �`]E�][S ]�AG]E �L�EF'�' I�T'�'�El�T'��1�TA]L�L� ��Al�T][� CI'FY OF FOF2'T W�1tTH vICK�RY sLVo R�TAINiNG WALL STANDARD CONS'C[2UCTION 3PHCTPICAT[ON DdCUMENT5 Clty Project No.102446 Revised 7uIy l, 2011 �� March 2, 2a22 Mr. Tariqul Islam City af �'ort Woi�h Transpa�•tation & Public Worlcs Department SOQ1 Ja�nes Ave �ort Wot-th, TX 76115 Sent via emaiL• t:�riquLislam(a�tortwortht�x�.gp� Dear Mr. Islam, This letter permits you and/or yaux• rept�esentati�e to rerr►ove fourteen trees from the street right-of way (ROVl�lcity- awned propet�ty located at the northeast corner of West Vickeiy Boulevard and Micki Lynn Avenue. You are also perrriltted to plant seven Texas red oak, six lacey oak and s�x cedar elin per the attaehed plans and in accordance with the attached Guidelines for Landseaping in Parkways. The fo�lowing conditions also apply: 1. You ace responsible for making sure yoi.u- temo�al and/or planting does not violate any private cieed restrictians far the neighborhood, attd fox' pz'acuring any additional approval needed frorn any PID, TIF o�• Design Review Board that may govern in the area. 2. All tx•ees inust he spaced a minimum 1p' distance from water meter boxes and light poles. Prioi• to plantEng, you are responsible for locating uYilities and adjusting tree locations accordingly, while still meeting the minimum spacing r�quirements. 3, You are �•espansible for scheduling an onsite inspection of the ROW ti�ees to be pianted with the Fark & Recreation's City Farester•'s office prioc to installatian. ProvicEe 72 hours minimum notice to 817-392-5729 or 817-392-5739 andlor ci uce �rmits �tortworthtc�,as. ay. Trees that have not been inspected prior to planting are subject to rejection. 4. You are responsible foj• irrigation, installatian, at�d maintenance until the trees are established or for a period of not less than two years, whichever comes last. Additianally, all non-biodegradable staking rr►aterials are to be removed within one year of installation. The City reserves the rigY�t to remave any anti all vegetation and/or ha�•dscape in City Rights of Way. Tf I can be of any further assistance please contact me at 817-392-5738. Sincerely, � Crai.g Fox, City Forester Pa�k & Rec�•eatzon Department c: file PARK & RECRCATION DEPARTII�NT City ofFoi�t Worth, 42Q6 South Freeway, Suite 2200, Fa�t Wox�th'['exas, 76115-1499 (817)-392-57U0(PARK) Fax (817)-392-572� �uidelines for �andscaping in Par�rn�ays �ubfic Open �pace �asement (P.�.S.�,.) 0 � � c� 0 � � �D � �0 �� Im Sl A 4Q-foot by 40-foot triangufar public o�en space easemeni is required on corner lots at the intersec#ion of fin►a streets. A 1�-fo�t by �5-foot triangular public open space of easement is required on corner lots at the intersection of an alley and a str��t. In addition, at the intersection af a dri�eway or turnout section and a dedicated alley, a 10- fioot by 10-foot triangular open space easement is ta be prov�ded on each side at the driveway or turnout at the tirne the driveway andlor alley is constructed. Measurem�nts are mac�e firam #he face of curb or equivalent area. No structure, obj�ct, or plant of any typa may obstruct vision from a height of 24-inches to a height of 1'i feet aba�e the top of ihe curb, including, but nofi Iimited ta �uildings, fences, walks, signs, trees, shrubs, cars, trucks, efc., in the �aublic open space easement as shown on the illustratian. o A medium or large tree shall be planted a minimum of 2 faet from the face of the curb, sidewalk, or other struc#ure. a A small tree or shrub shall be planted a minimum o# 9.5 feet from the face of the curb, sidewalk, or aiher structure. o A minimurrti planting area of 3 feet must be a�aifable between back of curb and sidewalk to pfant any small tree or larg� shrub and a minimum of 4 feet to plant large trees. � Trees rrtust be placed a minimum of �0' from street lights and storm drains. o Smali trees must be planted a minimum of 5' from underground utility boxes. o Large trees mUst �e planted a minimum of 10' frorn unclerground utility baxes. o Projects in�ol�ing 21 or more trees proposed in the parkway must ha�e no rr�ore than 30% of the trees fram the sarne subgenus (e.g., red oaks or white oaks). o Projects in�afving between 5 and 21 propased trees in the parkway rnusf have no more than 50% of the tr�es in the same subgenus (e.g., red oaks or white oaks). o ln r�sidentiaf areas a mir�imum spacing of twenty-fiv� feet is recommended between shade trees planfed on parkways and is required in comrnercia! districts or major arfierial streets. o All landscaping shall be located so that pedestrians car� wafk parallel to the street within the parkway whether a pa�ed sidewalk is or is not provided. o No tree or sh�ub sl�all obstruct the view of any traffic signal, sign, or other public sign. o Trees planted under power lines shall �e a species #hat reaches a height of 25' or less upon maturity. a Any tree or shrub �lanted in the parkway is the property of the City and the City reserves ihe right to prune or remave such free or shru� if it becomes a traffic hazard or poses risk. p Planting trees or shrubs on any public property requires a perrriit from the Park & R�creation Department can be obtained by calling the City Forester at 817-392-5738 or �isiting fortworthtexas.go�lforestry. o The �ollowing trees are prohibited on City parkways: ash (Fraxrnus sp.), caflery pear (Pyrus ca!leryana}, cotfonwood (Populus delfoiafesj, hackberry (Celfis sp.), rnulberry (Morus sp.), Siberian elm (Ulmus pumila}, silver maple (Acer saccharinum), sycamare (Plafanus sp.), willaw (Salix sp.), or any species of tree, shrub, vine or grass listed in the Nonnative In�asive Plants of Southern Farests published �y the United Sfates De�artment of Agriculture Forest Setvice. Revised August 2020 Appl�cation for Tree Removal Perrnit Submit to: on City of Fort Worth property City Forester 2525 Joe B Rushing Rd inclading parkways and medians rort worth, Tx �6119 CityTreePermits@fortworthtexas.gor� � �r:c�ti�x�� I —_��tic:��t�t Irti#'or�t�itu��r� .A.pplicant/contract�r Transportaceon and Public Works Department Cantact Name Tariqul Islam Title Graduate Engineer Straet Address SUU1 James Ave, Suite 201 City Fort Worth State Texas Zip Code 7G1I$ Phane S 17-392-2486 Ernail address tariqul.islam@forlworthtexas.go� List Applicable Perxnit Numbars (UFC, IPRC, CG, MFD): �ec�i��12 - I�uc��acxir Lo�ation address Vickery �lvd @ Micki Lynn Ave Business/Residence N/A Naine af Business N/A ��CE1011 � - ��f�44?!1 I'i}I" ��L'IlZL'IV3I C To accomplish slope protection wor�C behind proposed concrete retaining wall 14 trees need to be remov�d and 19 trees will be planted. The project plan including tree removal and mitigation plan are attached to this application. Attach site plan drawn to scale showing location of all trees by size (DBH} and sp�cies, identify thos� to be removed, and any existing �nan made features. Site plan should include laye�• c�emonstrating wlry trees must be rernoved, such as proposed turn lane, dri�e appraach or grade change. Plan must also include north arrow, scale bar, City tr�es to r�main on site, any proposed planting on city property and planting details alon with method af watering. 5ec[i�a� � — N�i��i�+�� Prollibited trees may be permitted foi• remaVal fro�n. parkway �nd/or median without mitigation. Trees in alley may be permitted far removal, usually withoUt rriitigation. Trees or shrubs listed in the Nonnative �nvasi�e Plants of Southern Forests published by USD�. may be remo�ed without mitigation regardless of location. All oth.ez• trees �ess than 30" in DBH permitt�d for remo�rai rr�ust be mitigated on an inch per inch basis. Trees 30" DBH or greater are miti�ated on a 2 inch per inch basis, Mitigati�on trees must ba planted on City ROW, nnedian or othe�• pu�Iic Iand. They must be watered and maintained for a period of 2 years, or until established, v�rhichever is greater. If mitigatian on site is not passible or desirahle, mitigation into the tree fund can be made in the amaunt af $200 er inch ndi lanted. Mitigation irees must b� planted before final inspection ofthe site. Mitigation to the tree fund must be made at time of permit. A tree planting permit will be issued for trees to be planted on City property at the same iime as the tree removal pe�•mit. You must submit a tree plantin� pla� and follow guidelines for planting in the R4W {see attached . Trees prohibited on Ehe parkways aud medians. Does not pertain to other City owned property. Ash (�'raxinus sp.) Siberian EIm (Uimus pumila) C�llery Pear (Pyru,s crrlle�ana) Silver Maple (Acer saccharinum) Cotionwood (Poparlus deltoid�s) Sycamore (Plantanus occidentalis) Hackberiy (Celiis sp.) Willow (S'�lix sp.) 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Q a a a a a°d. 4� y C� a iL a. f.L W�fs W� F� M�W P. A; P. W L� P. f, W F, �M � � � C �' G C C C G C F G G G G �' C C C Co o Co C C C C C C O O O p O a tl q p p y� q O O- O d O a o o a a o w w w w w w w w v, w o, a ti m" a o. �'. o. o. a b'. o. " o. ��. �. �, Y�'. " as�e�'Ee�aeE��ss��' �a o a n,c e o 0 o a c+ o a o ,c0 ,0c 0 0 0 0 0 ��F� �F F��[�-� E-��1-� F-�1-Y+H FF�� vu v v u c� � a� es m�S'i a�i m u a� _ v v; d m v c� v d v u c� " i 5'i S.°. S�° F.� °.5 S,�r a a o� o 0 o,{�.c° F.c.c�`a5 � � � � � � � '� � � � � � ��i�� U U U�U UUU Af-� C] N N N tr � (�v ry N M � h� CI fY N N N fp�3 N N�ry O O O n p�� p ry ry� v� v a M M m M c�°ii m�a�r°1.sMMmmM�+�iMn�r°�i��+�iMra'nvva m n <� �n rmn m cMn em.� M rMn �r�'nMi�'��'m � "�MMrn - n� ^m��m ��1 M M M M �'S f'1 � M M M M . . p n N N�� N �pQ�a000`o4000000�000000 0 0 � 0 00 0 o a o o `��`�L"�C�LN�L"��`�"�L'i��£�L�� P O a a a a o a a a a��,a�,�,�a��,��,�,��,�,�, MM �ninM mr�i r�i rvi� m�n m r`ni� c%�`mM mmm a� z « w � u O e`. a `m fi � m m � 0 : - �� r�* � � �� Updated: April 09, �0�1 The Fort Worth Water Department's Standard Products List has been develaped to minimize the submittal review of products which meet the Fart Worth Water Departmeni's Standard Specifications durzng utiliiy constructian �axojects. When Technical Specifcations for specific products, are included as part ofthe Construction Coniract Dacuments, the requirements of �he Technical Specification will override the For� Wor�h Waier Department's Standaxd Sp�cifications and �he Fart Worth Water Department's Standard Products List and appro�al af the specific products will be based on the requirements of the Technical Specifzcation whether or not the specific product meets the Fort Worih Water Department's Standard Specifications or is on the Fort Worth Water Depa.rtment's Standard Products List. Table of �ontent (Click on iterns Ea go direc�ly to Yhe page) Ytems Pa�e A. Water & Sewer l. Manhole� & Bases/Components ........................................................... 1 2. Manholes & Bases/FiE�erglass ............................................................... 2 3. Manholes & Bases/Frames & CoverslRectangular ............................... 3 4. Manholes & Bases/Fraines & Covers/Round ....................................... 4 5. Manholes & BaseslFrames & Covers/Water Tight & Pressure Tight .. 5 6. Manholes & Bases/Precast Concrete .................................................... 6 7. Manholes & Bases/R�hab SysternslCementitious ................................ 7 $. Manholes & BaseslRehab Systems/NanCementitious ......................... 8 9. Manhole Insert {Field Operations Use Only) ........................................ 9 10. Pipe Casing Spacer ............................................................................... 10 1 l. Pipes/Ductiie lron ................................................................................. 11 12. Utility Line Mar�cer ............................................................................... i2 B. Sew�r 13. Coatings/Epo�y ..................................................................................... 13 l.4. Coatings/l'alyurethane .......................................................................... 14 15. Combination Air Valves ....................................................................... 15 16. Pipes/Concrete ...................................................................................... 16 I7. Pipe Enlargement System (Method) ..................................................... I 7 1$, l'ipes/Fiberglass Reinforccri Pipe ......................................................... 18 19. Pipes/HDPE .......................................................................................... 19 20. PipesIPVC {Pre�sure Sewer) ................................................................. 20 21. Pipes/PVC* ........................................................................................... 21 22. Pipes/RehabICIPP ................................................................................. 22 23. Pipes/Rehab/�'a�d & Form .................................................................... 23 24. Pipes/Open Proflle Large Diameter ...................................................... 24 C. Water 2S. Appurtenances ....................................................................................... �5 26. Bolts, Nuts, an.d Gaskets ....................................................................... 26 27. Combination Air Release Valve ........................................................... 27 2$. Dzy Barrel Fire Hydrants ...................................................................... 28 29. Meters ................................................................................................... 2,9 30. PipeslPVC (Pressur� Water) ................................................................. 34 31. Pipes/Valv�s & FittingslDuctile Iran Fittings ....................................... 31 3�. PipeslValves & P'ittingslResili�nt Seated Gate Valve .......................... 32 33. Pipes/Valves & F�ttings/Rubber Seated Butterfly Valve ...................... 33 34. PoIyethyIene Eneasernent ..................................................................... 34 35, Sampling Stations .................................................................................35 36. Automatic Flusher ................................................................................. 36 � N � C�! � � � � � � Qf .:.+ � � � � � � �z� � � U � � � � � � a � � �� E"" RC � � c a c 0 u w R N � � a � a�+ � 7 0.' 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