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Home My WebLink AboutContract 56049��: �� ! _ — � �4.0� �t�C��i1 �� ,� `-1 �� „_ : : -�C��VL �, � ,, ,. � . . � � L� �J��QqA � . �mrsr�r� fsl"�:r r�dr�«,�+��,'.�',�s��,�,� '� �� F��.`�_ :,;:.,f __. �� _ , PROJECT MANUAL FOR THE CONSTRUCT�ON OF �0�1 BRIDGE REHABII,ITATIOliT CQNTRACT � City ProjecE No. �a3a�� Betsy Price Mayor David Cooke City Manager William Johnson Director, Transportation and Public Works Departzxient Parepared for The City of Fort Worth TRAl�TSPORTATION AND PIIBLIC WORK5 20�1 _- ------_:-�_ � ��`��a'�� :�� R� ��'��,��-, - ��': �#'��'�:i,; �fi . � ooaoao-i "I'ABLE QF CONTE]VTS Page 1 of 2 1 a 3 4 5 6 7 8 9 10 11 l2 13 14 15 16 17 18 19 20 2I 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 sECTION o0 00 oa TABLE OF' CONTENTS Division 00 - General Co�uditions 00 OS 10 Mayor and Council Commtanication 00 OS 15 Addenda Oa 11 13 Invitation to Bidders 00 21 13 Ins�ructions to Bidders 00 32 I S Constructiott Project Schedule DO 32 15.1 Constn�ction Project Schedule-Baseline Example Oa 32 15.2 Construction Project Schedule-Progress Exa�nrzple 00 32 15.3 Constructian �'roject Schedule-Px'ogress Narrative Od 32 15.4 Construcfiion Project Schedule-SubmittaI Process 00 3S 13 Conflict of Interest Affidavit 00 41 00 Bid Form 00 42 43 Proposal Form Unit Przce 00 43 13 Bid Bond 00 43 37 Vendor Compiiance to State Law Nortx'esident Bidder �q3�y n�.,, n.,..T;�;,.,.�.:.. c+ + �� 00 45 26 Contractor Connpliance with Wor�ers' Compensatio�n Law 00 45 40 Mtnority Business Entex'prise Goal 00 52 43 Agreement 00 61 13 Performance Bond 00 61 14 Payment Bond �0 61 19 Maintenance Bond 00 61 25 Certi�cate of Insurance 00 72 QO General Conditions 00 73 00 SuppI�mentary Conditions Division UI � General Requirements Ql 11 00 Summary of Work O1 25 DO Substitution Procedures 01 31 I9 Preconstruction Meeting O1 3 l 20 Project Meetings O1 32 33 Preconstruction Video Ol 33 00 �ubmittals Ol 35 13 Special Praject Procedures 01 45 23 Testing and Inspection Services O1 SO 00 Temparary Facilities and Co�2irols �] 55 26 Street Use Permit and Moaifications to Tra�fc Contro� Q 1 57 13 Storm Water Pollution Preveniion Plan 01 58 13 Tempora�-y Project Signage 01 60 QO Product Rec�uirement D 1 7p 00 Mobilizatian and Remobilizat�on OI 71 23 Construction Staking and Survey 01 71 23.16.Qi Attachment A-Survey Staking Standards O1 7A 23 Cleaning 01 '77 19 Closeoui Requiremenis 01 78 23 Operation and Maintenance Data O l 78 39 Projecfi Record Docuznents CI1"Y OF FpRT WORTH STAi+]DARl7 CONSTT2i1CT10N SPECT�'TCATIp]V pOCUMENTS Revised November 22, 2013 202] BIZIDGE ]tEHABTT,ITA'I'IflN CONTRACT 2 City Project No. 103097 000000-2 TABLE OF CONTENTS Page 2 of 2 1 2 3 4 5 b 7 8 9 10 11 12 13 14 IS 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3a 31 32 33 34 35 36 37 38 Technica� Specif�ca#ions w�ich have been rt3odified by the Engineer specifically for this Prajec�; hard caQies are included in the Projeci's Contrac� Docnments Di�ision 34 - Transpo�ation 3Q 71 13 Trafiic Control TxDOT Standard Specifications for Consfruction and Maintenance af Highways, Sireets and Bridges 2014 adopted by the Tea:as Department of Transportation are included for this Project by refere�ce and can vxer�vedldawnloaded from T1cDOT's website address beEow: h€t s:// .txdot. o�/ ubltxdot-infolcmdlcserv�ls ecs/2014/standard/s ecboolc-2014. df Item 104 Itena i 32 Item 3 60 Item 420 Itet�; 429 Item 432 Item 43 S item 450 Item 451 Item �54 Item 496 Item 540 Item 542 Item 544 Item 545 Item 776 Item 780 rtena 7097 Appendix GC-6.06.D GC-6.07 GN-1.0 SD-1.0 Aemoving Concreie E�tnbankment Concrete Pavement Concrete Suhstructures Concrete Structure Repair Aiprap Cleaning and Sealing Soints Railing Retrofit Railing Drainage System C[eaning Renaoving Structures Meta1 Beasr� Guard Fence Rerno�ing Meta Beal Guard Fence Guardrail End Treatments Crash C�ishion Attenuators Metal Aail Repair Concrete Crack regair Miscellaneous Minority and Wamen 4wned Business Enterprise Compliance Wage Rates General Notes Standard Construction Details �g END OF SECTION CITY OF PORT WORTH STANI)A,RD CONSTRL3CTION SYECiFICATJON DQCUMENTS 12eviscd November 22, 2013 202I BRIUGE RF�IABILTTATION CONTRACT 2 Ciry Project No. 1Q3097 �r��[r� � h�1gC C=au�7aN nr{�nds ��I O� ��!`�' ��'��7, ��X�� or �r�d �o�r��i� �a�rr�u�n��i�r� ��►r�: �r��r, .��,,,� a, �o��i ��F��r�� ru�.: �•n�� 1-a�� 1.�� AIA�+J�: ��02� ��1�7�E R�HA�31L1'I'A7"I�N �Of�-f�R�1��T � �U9JE�T: {�� . �I� �, �D �. �r�� CC7 �i} �luihor��e: �x�c:k,rl�lnn of a��tr�{.1 wi�t� Ra�ie, Inc_, in th�� Ama�Rnt of ��,�7.5.�54 For �t�2�1 Bri��g�: C�eh�hlliEation a� �Rg�� i.o�a�tlnns ��M�41�h�DA710�l: I! i� �-�c�mn�er��fe� �i��t tl�� oky �ou�r�il d�ttf��ri::� �xec��#ion �of � c:�n�r�ct with R�gl�, ��.. In #�e �i7�oun! ot $��,��.8� to� fh� 2��'� Brtdc��: R�haoiEitax�� r�lr��l � pro��t {�Ik� Praje�t EVo_ �I Q3097 j�k eight lc,c�#ioi�s. ❑I��L.I��.�iV: Th� purpese +�f kf�� fl+iaycsr an�i �ourr�oJ ��ni�n�ar�iea#i�� (tu48��;� Is to au��3o1-i�c:5 lh� t3x�r,a,i#i�n oa a c:�r�kr�c� wi�l� Ragl�, ]ric,. �n Sf'�e �rribur�t af ��IfS6,Ei7'�,�i� ��r �� Br'ic�� i��h:�+�rlit�ti�n��oa7ir�c� � pR`�j�cl �� e�ght I{�c°�xkir�r�s, The �or�fr�cl ��'��v��c�s #or the rc��air ��1 r�f�abi��ta�E�rr c�i �ic�Fsk �Sridr��s IisE��i bc�l�kw; �ridge 0��- F�s� l�i��dc�x �v�n�� art�or� �re�l� ri�l�r�� E��vers�� Drrve'�Crif�utar� of Big �lB �f �re�l� Nc3rtf� Syaua�i� Ave�� f�r�rlE7 Ur�i�r�,-si�y Drive ttle Fc��kf �r��k � 11�ap D�strict � 7�3i�! � ��ssll �511 � 4 V��st Forl� �rinit�r J�iver Riv�,-si�fe f��iva f��'V1i� �;�t Foric Trrrtii#y F�iv�r Trir�lt�r 8oul�v�rd� �urrt��i� �r�� V�€�s# l��r�r;��#�r ASfen�� 'c��;h �tr�e� xlV�s� �oso�a�� Dr{�r� E� U�rv��sit� C]riv�� fr��it I��vor 4�� II � �i�S 7'�'D ��W "l�B 7�J � S � 9 9 f�ha�or �+r�dge r��aar �r�ic� re1��t�iEal��rar Inc��E�� kr'uc:��ar�f r��air; ��nc;re�� anci rx�et�l ra�f inslallatranJre{�ai� ; cx��r7�ic,�n Jc�ir�l repf�ccrrr�i�l; rT�c;lf�l k��am r.�uar�� f�rrce r�:�+air, and g�ardra�l �nc� tt�atmeni re��lac�m�r�f_ �P�S.,c[µr�sel,cMrg+ecoun�N�prinlinc_asp?��]=7.8�ri��rlril=ieuaN,�e�Type=P�lrGl k�� r�'�o?� h�1R�: -�vor�iital Agenrta ��n��r�.ictia�� is ex��c:��i to st�rt �n la�� surtimer ��i �ncf �� c�r�plete�l b� vulnEer �� I , 11��u�� c�r�7pk�tior� c�f lf'�e {�eojeck, �h��`� wiE1 be no �nliclp�t�d imp�ci []T1 �I�1L� C�C'�1Gf81 f41f1C1 ��7CE'��tf1C� k7lJ�C�. �'�_ ��1� �]CO]@{.1 w�s ��vertl�� for bid on h.+1ar�:h �, �0�1 a�� ilr��c� �1, �0�1 �h il�r� ��r� �N�rf�r �tar'-��1ec�rar�r, C�rr A�rll 1, �0�1. th� Followin� b��is woro re��G�recl: � Bidtie�� f��r�1e, I��_ IBCTX �Ib��n S� A�so��a�es, Cnc llrb�r� !n#r�cnnstrucli�n, ��C� Amvunt ��,��.�� 18�.,�8{l_�UI ��,�B�S.�� }4�3,C}2�,00� �`ori 1+11art�� i�fl �nr�stf�i�4c�r�, �.�� 67�,� 46. C�usiness �+��ity T Ra�l�, Ir��. Fs ir� com�rk»r�cr.F wifia� t�e ��ly's �usines� C.q�i�y OrrJlr�ance hy ��amrr�itti�rg tn 141�1� Busina�s G+��a"rl� part��p�iion e�n t�•i�s projecl , Xf7� �i��r's B��n��s ��uiky g�al �n �k�i� �roj�c� is ��k°lb. Tl�ls pr�jecC �s fc�r,�t�c� in ��JM11C:1�. b1�7€��T� 4, �, 8, �i�d �. ��AL. iIVF�RhflA7��h� � ��RTIFI�A7�: �i�� C�Irecto� of �Ir��inry�,t �;ert��ies ��at funcls are �v�ilafi�E� ir7 t�re ct�rr¢r�l c;�pi[a� budr.,�el. �s pr�:�+io€��ly a��eopria�ect. �n [k�a ��n�raG ��:l�l �-"rt�jecf� Fur7r� fcar the �{�� rid�� FZehab Cr,�n�raci ��jeek tt� ��}�ur� CE�� prov�l �sl lf�c� �bove re�ammefic�a#aon an�l ex��;uti�n �f R�r� c;�,�f�tra�t. Prir�r �� ny e:xp��cEi��re b��n� ir��r;a�rrori, th� Tra��s�M�r�a#i��r arrd �'��li� Vl�orks ��p�rtrr��:�� has lh� re��nsi��lity ka �ali��te [h� �v�iE�bl�i!y �f �u��_ FU �1 a �DE#JTI FIER� ,{��t3s): �. �- `Fur�d C1��arkr�ent �►ccount I�roject Progr�m �t��r�ty �ud��i ��r�� # Amoun# ID ID _��lfe�� hartfi�ld �)_ � . �— _. � FR�M -- ��nd� Departme�i' Ac�our�t Pr�j�ci P rogr�m J��ti�rity �+�d��t Refi�r�r�ce #�� Attioun� � �I] !D � � �'��r ��h�rtField �) �_ — ,� ��R7.I,�,i��Tiorvs.. Suf�mltt�ci �or Cit�r NJ��a�er's �ffice b}1k O rig i r� ��I.r}g,�� pa �� i.,Fi�a d: Jo4dditional I�formation ��t��ct: �TACHM�hfTS �_ 103097.-. � �1 Bri�ge R�h��il.�tati.orr ��rt#��:� �.�Q;�',�1 BRIDCE��A6ILITATIQ�]_��NTRA� 3. rid�o L��#��Fti��-Pdf {��4�t,�ir:) d. FID I' 21 Beidg�.�h�a� �ontra�l��S �, i' �J R' ��R{�� {CFI+V IR��et�ral� �}, .�'1��ii ��8f��1,��r r C•-�� {[;;��'�V �r1l�tr131} Qar�� Burghdof� {�3�fi8) 1NiGll�rn .ko�nsnn �78�'I) ,JP�rr,-!� ��.'�fa�0 �S`S'1 �� CFI�^! Iry��malj �.�� C�FtiN In[�tnalj ��F'N 1r�tern�lj ��,},s.r;�wr��t.urq?s�oun�ll+prlarkirra:-asp?u�=��9�a�pr.rr�=l� �a��DocType= F�:i��i 7�2 ADDENDUM N0.1 20�1 SRIDGE REHABILITATION CONTRACT � CITY PROJECT NO.: 10309i Addendum No. i Issved: March 31, 2021 Prospective Bidders are hereby notified of the following revisions: MWBE GOAL: City's MWBE goal on this project is l4%. Page 1 of attachment ] C— MBE Good Faith Effort Form sfiall replace with attached revised Page I. BRIDGE PLAN SHEET: Plan Sheet no. 9, 11, and 22 shall replace with attached revised plan sheets. The bid date will remain on April 1, 2021. Please acknowledge receipt of tt�is addendum by signing and inserting inCo your proposal at the iime of bidding. Failure to return a signed copy of this addendum may be grounds for rendering the bid as nonresponsive. Receipt Acknowledges: By; i' By. TG�YIGj'Gl� �,��(i!'11 TARIQUL ISLAM, PROJECT MAIVAGER AT7'ACHM��IT 1C Page 1 of 4 IF'�� a� T �i[3 R�I' �i ��ty o� Fo� wo�:n �inori�y �usiness �nterprEse I�I�� ood Fai�h E�r'ort �'orm OFFEROR COiVIPANY NAM@: Check appiica6le block to describe Offeror PROJECT NA{4f1�: hi�'s+JruesE NON-MIVti uB� �021 �ridge Rehabilitation Con�ract � s'°°p7E City's MBE Project Coal: Offeror's M8E Projett Commitment: PROJEGT NUMBER 14 0�0 0�0 103�97 If the �^,�Lror dio na� m4�t ar ex�eed CCxe MBE �uuc�::�ractfny gaal for #�Es prajp�t, E�xe �ff�r�r must com�lu;a t�ifs If th� Offeror's method o€ compliance with fhe iVIBE goal is based upon demonstratian of a "good faith efFort", the O€Feror wilf have the burden of correctly and accurafely preparing and se�bmitting the documentatian required by the City. Compliance wifh each item, '1 thru 11 below, shall satis�Fy the Good Faith Effort requirement absent proo# of fraud, intenfionaf andlor knowing misrepresenta#ion of the facts or intentional discriminat"ron by the OfFeror. Fail�te to ca�r:�lefe this fo#�n, ifl its e�tJrety w[#h �upport#;�g c�ocuinei}#�tip�, �nd ree��ved by the Purcl�asikti� ��visi�� ho later tl�a:� 2:fl0 �.i�:�. on t�,� s�cor�d City t��sf�r�ss d�y afk�� bid o�senir�€�, ex�Er��ivo of bi�E o��er�x�� da��, w:l� re�ul# i�� th� bid �e�� cons��fer��! rtofi-r�s��x��ive io t�Ed s}��c€ffca�iat�s, 1.) Please list each and every suhcontracting andlor supplier opportun�ty for the cornpl�tion of �his project, regarclless of wheEher it is to be �arovided by a MBE or non-MBE. DQ NOT LIST NAMES OF F1RMS) On a(I projects, fihe Offeror mus# list each subcontracting and or suppiier opportunity regardless of tier. 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CST, Thursday, April 1, 2021 as further described 8 below: �0 City of Fort Worth 11 Pu�chasing Division 12 2Q0 T�xas Streei 13 Fort Worth, Texas 76102 l4 15 Bids wiiI be accepted by: 16 1. US Mail at the address above, 17 2. By courier, FedE� oz hand delivery from 8:30-1:30 on Thursdays only at the South End 1& Lobby of City Hal1 locat�d ai 200 Texas Street, Fort Worth, Texas 76102. A Purchasing 19 Department staff person wilI be available to accepi the bid and provide a time stamped 20 receipt; or 21 3. If the bidder desires to submit the bid on a day or time other than the designated 22 Thursday, the bidder must contact the Purchasing Department duriflg nozz�aI wor�ing____ —_ .—. ----- --- --- ----...— .--._ _ 23 hours at 817-392-2462 to make an appoir�tment to meet a Purchasing Departr�ent 24 ez�r�ployee at Che South End Lobby of City Hall Iocated at 200 Texas Street, Fort Warth, 25 Texas 761a2, where the bid(s} will be received and time/date stamped as above. 26 27 Bids will be opened pUblicly an� read aToud at 2:00 PM CST in the City Council Chambers and 28 hraadcast through live strearn and CFW public television which� can be accessecE at 29 http:Nfortworthtexas.�ov/fwtv/. The general public wilI not be allowed in the City Council 30 Chambers. 31 32 Tix addition, in lieu of delivering completed MBE farms far the project to the Purchasing af�ce, 33 bidders shall e-maiI the completed MBE farms to the City Project Manager no later tfian 2:pp 34 p.m. an the second City business day after tk�e bid opening date, exclusive of the bid opening 35 date. 36 37 38 39 40 91 42 43 44 45 46 47 48 49 GEN�RAL DESCRIPTION OF WORK The major work will consist of the (approximate) fallowing: 725 LF 334 LF 75 LF ] EA 147 SF Header Type Expansion Joint Handraii Replace Steei RaiI Crash Cushion Attenuator Conczete SEructural Repai�r P�QuAL�rCATrorr C1TY OF PORT WORTH STANDARD CON3TIiUCT'ION SP�CIFICA`ITON ]aOCiJ1VI�NT' Temporarily Revised tlpril 6, 2020 due to COVID19 Emergency 2021 Bridge Rehabilitation Contract 2 Cily Project No. 103097 00 11 i3 IN ViTA1'IDI�T TO BIDDERS Page 2 af 3 50 51 52 53 54 55 56 57 S8 59 60 61 62 63 64 65 66 67 68 h4 �o �� The improveznents included in this project must be perforzxked by a contractor vvho is pre- quali�ied by the City at ihe Eime af bid openzng. The pracedures for qualification and pre- qualification are outlined in tk�e Sectian p0 2I 13 — INSTRUCTIONS TO BIDDERS. DOCUMENT EXAMINATION AND PROCUREMENTS The Bidding and Contract Documents may be examined or obtained on-line by visiting the City of Foxt Worth's Purchasing Division website at htt ://www.fortworthtexas. ov/ urchasin / and clicking on the link to the advertised project folders an the City's electronic document management and collaboration systez�r� site. The Contract Documents may be down�oaded, viewed, and printed by interested contractors and/or suppliers. Copies of the Bidding and Contract Documents may be purchased from Nikki McLeroy, 817- 342-8363. City of Fort Worrh, TPW, 2Q0 Texas St., Fort Worth, TX 75102. The cost o� Bidding and Contraci Documents is: $3�.00 PREBID C4NFERENCE A prebid conference may be held as discussed in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the fallowing date, and time �ia a web conferencing application: DATE: Wednesday, March 17, 2021 Tnv1E: za.00 A.M. 72 If a pzebzd conference wi116e held online via a web co�aferencing application, invitations wilI be 73 distributed direc�ly to those who have subz�nztted Expressions of Iriterest in the project to the Ciry 74 Project Manager and/or the Design Engineer. The presentation given at the prebid conference 75 and any q€�estions and answers provided at the prebid conference will be issued as an Addendr�m 76 to the call for bids. 77 78 If a prebzd conference is not being held, prospective bidders can e-inail qnestians or comments in 79 accordance with Section 6 of the Instructzons to Bidders referenced above to the project 80 manager{s} at the e-mail addresses listed below. Emailed questions will suffice as "questions in 81 writing" and the requirement io fozmally mail questions is suspended. If necessary, 82 Addenda will b� issued pursuant to the Instructions to Bidders. 83 84 85 86 s7 88 89 sa 41 92 93 94 95 96 97 98 99 CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to wai�e irregularities and to accept or reject bids. AWARD City will award a contract to the Bzdder presenting the lowest price, qualifica�ions and competencies cansidered. FUNDING Any Contract awarded under this INVITATION TO BIDDERS is expected to be funded from zevenues generated from bonds, grants etc. and reserved by the City for the Project. INQU�R�ES AIl inquiries relative to tl3is procuzez�nent should be addressed to ti�e following: Attn: Tariqul Islam, City of Fort Worth EmaiL- tarzqul.islam@fortworthtexas. o�v CTTY OF FORT WORT�T 2021 i3ridge Rehabilitation Confract 2 STAI�IDARD CONSTRUCPiOIV SPECiFTCATTON T�OCUMENT City Yroject Na. 703097 1"empora�ily Revised April b, 2D20 due ta COViD19 Emergency ao �� s T1V VT`�'ATTOIV 1'O BTI7D�,RS Page 3 of 3 100 �al EXPRESSION OF INTERSEST 102 To ensure bidders are kepC up Co date of any new information pertinent to this project or the 103 COVIDJ 9 eniaergency declaraiion, as amended, as it may relate to this project, bidders are 1p4 requested ta email E�pressions of Zntezest in ihis procurement to the City Froject Manager and 1D5 the Desi�n Engir�eer. `I'he ez�zail should include the bidder's company name, contact person, that Z46 inc�.ividuals email address and p�one ��mber. Al� Addenda will be distributed direct�y to those 107 who have expressed an interest in the proc�rement and wil� also be posted in the Czry of Fort 108 Worth's purchasing website at httpJ/fortworthtexas.gov/purchasing/ 109 1 IO PLAN HOLDERS 111 To ensure you are kept up to date of any new information pertinent to this project such as when 112 an addenda is issued, downlaad the Flan Holder Registration form to your computer, complete 113 and eznazl it to the Ciry Project Manager. 114 rts 116 117 li8 119 120 121 122 123 12A� TIae Czry Project Manager and design Engineer are responsible to upload the Plans Holder Registration form io tk�e Plan Holders foIdez zn BLM360. Mail your completed Plan Hoider Registration form to those listed in INQUIR]ES above. ADVERTISEMENT DATE,S March 4, 2021 March 11, 2021 END OF SECTION CTTY OF FORT WORTH 2O21 Bridge Rehabilitadon Contract 2 STAlVI]AAD CONS172UCTION SPECIPICATION DOCUIv��NT City Project No. 103097 Temporarily Revised April 6, 2020 due to COVIDI9 Emergency 00 21 13 INSTRUCTIDNS TO BIDllBRS Page 1 of 9 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 4S 46 47 48 SECT�ON 00 21 13 YNSTRUCTIONS TO BIDDERS 1. llefined Terms 1.1. Terms used in these INSTRUCTIONS T� BIDDERS, which are defined in Section 00 72 a0 - GENERAL CONDITIONS. 1.2. Certain additzonal terms used in these INSTRUCTIONS TO BIDDERS have the meanings zndicated belo�v which are applicable to boEh ihe singular a�d plural thezeof. 1.2.1. Bidder: Any person, firm, partnership, cozxapany, association, ar corporation acting directly through a duly aufihorized xepresentative, sr�bmitting a bid for performing the work contemplated under �Iie Contxact Documents. 1.2.2. Nonresident Bidder: Any person, fixm, partnership, company, association, or corparation acting direcily tk�rough a duly authorized representative, submitti�g a bid for performing the wox� contemplated under the Contract Documents whose principal place of business is not in the State of Texas. I.2.3. Successful Bidder: The lowest responsible and responsive Bidd�z to whom City (on the basis of City's evaluation as hereinafter provided) makes a.n award. 2. Copies of Bidding Documents 2.1. Neither CiCy nor Engineer shall assume any responsibitity for errors or misinterpretat�ons zesulting frorn the Bidders use of incomplete sets of Bidcl��g Documents. 2.2. City and Engineer in making capies of Bidding Documenis a�ailable do so only for the purpose of obtaining Bids for the Work and do not authorize or confer a license or grant for any other use. 3. PrequaIif�cation of Bidders (Prime Contractors and Suhcontractors) OMMITED 4. Examinat�on o� B�dding and Contract Doeuments, Other Related Data, and Site 4.1. Before submitting a Bid, each Bidder shall: 4.1.1. Examine and caz�efully study the Contract Documents and other related data identified in the Bidding Docurrients (including "technical data" referred to in �aragraph 4.2. below). No information given by City or any xepresentative af the City ather than that contained in the Contract Documenis and officiatly promulgated addenda tY�ereto, shall be binding upan the City. 4. L2. Visit the site to become familiar with and satisfy Bidder as to the general, local and site conditians that may affect cost, pro�ress, performance or furnishing of the Work. CPPY OF FOftT W ORT'H 2O21 B121DGE R�T�ABII..ITATiON CONTRACT 2 S`I'AIVDARD CONSTRUCTION SPECiFICATTON DOCUMEIVT Temporarily Revised April 24, 2020 due to COVID39 Emergency C1TY PI20IECT NO. 103097 00 21 13 INSTRUCTIDNS TO BIDDERS Page 2 of 9 49 SD 51 52 53 54 55 56 57 58 59 b0 61 4.1.3. Consider federal, state and local Laws and Regulations thai xx�ay affect cost, progress, performance or furrushing oi the Work. 4.1.4. OMITTED 41.5. Study all: (i) reports af exploratio�s and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface oz subsuz-Face structures at the Site {except Underground Facilities) that have been identified in the Contract Documents as containing reliable "technical data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in the Contract Docnznex�is as containing reliable "technical data." 62 4.1.6. Be advised that the Contract Documenis on file with the City shall constitute all of 63 Ehe information which the City will furnish. All additional information and data 64 which the City wiZl supply after pz�onr�ulgation of the formal Contract Documents 65 shall be issued in the fozzx� of written addenda. and shall become part of the Contract 66 Documents just as though such addenda were actuaIly written into the ariginal 67 Cont�act Documents. No inFormation given by the City other than that contained in 68 Che Conizact Documents and of�ciaily promulgated addenda thereto, shall be 69 bind'zng upon the City. 70 7I 4. I.7. Perfarm independent research, investigations, tests, horings, and suck� otk�ez means 72 as may be necessary ta gain a complete lcnowledge of the condit�ons which will be 73 encountered during the construction of the pzoject. On request, City may provide 74 each Bidder access to the sit� to canduct such examinations, investigations, 75 explorations, tests and studies as eac� Bidder deems necessary for submission af a 76 Bid. Bidder must �lI all hoXes and clean up and restore the site to its former 77 conditaons upon completion of such explorations, investiga�ions, tests and studies. 78 79 4.1.8. Determine the difficulties of the Work and all attending circumstances affecting the SO cost of doing the Work, time required for its completion, and obtain all information 8l required to make a proposal. Bidders shall rely exclusively and salely upon their 82 own estimates, investiga�ion, research, tests, explarations, and other cEata which are 83 necessary for full and complete inforznation upon which the proposal is to be based. 84 It is understood Chat the subzx�ssion of a proposal is prima-facie evidence that the 85 Bidder has made the invesiigatioz�, examinations and tests herein required. Claims 86 for additional compensation dne ia variations between conditions actually 87 encounCered in consCruction and as indicated in the Contract Documents will not be 88 allowed. 89 90 9I 92 93 94 95 96 97 4. i.9. Proz�r�ptIy notify City of all conflicts, errors, ambiguities or discrepancies in or between the Contract Documents and such other related documents. The Contractor shall not take advantage of any gross error or omission zn tlae Cantract Documents, and the City shall be permitted to make suc� cozzections or interpretatians as may be deemed necessary for fulfillmeni of the i�tent of the ConEract Documents. 4.2. Reference is made to Sectaon 00 73 DO — Supplementary Conditions for identification oF: CITY OF PORT WORTH 2O21 BRIDGE REHABILITATION CQNTRACT 2 STANDARD CONSTRUCTION SYECIFICATIOIv DOCUMENT T'emporurily Revised April 20., 2020 due to COVID19 Emergency CTI'Y PROdECT I�iO. 1Q3D97 UO 21 13 I€VSTRUCTIONS TO BIDD�kS Page 3 qf 9 98 99 �oa �ai I (}2 xa� I04 105 105 107 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to the site which have been utiLized by City in preparation of the Contract Documents. The logs of SoiI Borings, if any, on the plans are far general information only. Neither the City nor the Engineer guarantee that the data shown is representative of conditions which actually exist. 4.2.2. those dravvings af physical conditions in or relating to exzsting suz�ac� and subsurface structt�'es (except Undergro�nd Faci�ities} which aze at or contiguous to the site that have been utilized by City 'rn preparation af the Contract Documents. 108 4.2.3. copies of such reports and drawings wilI be made available by City to any Bidder 109 ox� z�quest. Those reparts and drawings may not be part of the Contract 110 Docunaents, but the "technical data" contained therein upon which Bidder is entitled 111 to reIy as pzovided in Paragraph 4.02. of the General Conditions has been identified 112 and esiablzshed in Paragxaph SC 4.02 of the Supplementary Conditions. Bidder is 113 responsible for any intezpretation or conclusion drawn from any "technical data" ar 114 any other data, interpretations, apinions ar informatian. 115 ]] 6 43. The submission of a Bid will constitute an incontrovertible representation by Bicider {i) 1] 7 that Bidder has camplied wit� every requirement af this Paragraph 4, {ii) that without 118 excepiion tne Fsid is premised upon performing and iurriisning the Work required by ti7e 119 Contract Documents and applying the specific means, methods, techniques, sequences or 120 procedur�s of construction (if any) that may be shown or indicated or expressly required 121 by the Contract Documents, (iii) that Bidder has given City wxitten notice o� ali 122 conflicts, errors, ambiguities and discrepancies in �e Canttact Documents and tl�ze 123 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 124 etc., have not been resolved throug� the interpretations by Ciry as described in 125 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate 126 and conv�y understanding of all terms and conditions %r per�orming and furnishing the 127 Work. 128 129 4.4. The provisions of this 1'aragraph 4, inclusive, do not apply to Asbestos, Polychloxinated l30 biphenyls {PCBs), Petroleum, Hazardous Waste or Radioactive Material co�ered by i31 Faragraph 4.Ob. of the General Condi�ions, unless specifically identified in the Contract 132 Documents. 133 134 5. Availability of Lands far Work, Etc. 135 136 137 138 139 I40 I41 I42 J43 I44 5.1. The lands upon which the Wark is to be performed, rights-of-way and easements t�or access thereto and other lands designated for �se by Contractor in perforzning the Woxk are identi�ed in the Contract Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment or stora�e of materials and equipment to be incorporated in the Work are to be obtained and paid for by Contractar. Easements for per�nanent structures or permanent changes in e�s�ing iacilities are to be obtained and paid for by City unless otherwise provided in the Contzact Docuz►aents. CI'I'Y Of� PORT WORTH STA,NI�ARD C�iVSTRUCTZi ON SPECIFrICA'1'TON T]OCUM�N"I' `i'emporari[y Re�ised Apri124, 2020 due ta COViD19 Emergency 2021 BRiDCxE REHABiLI'I'ATION CONT'RACT 2 CTTY PROJECT NO. 103097 oa Zi i3 �s�r�ucr�orrs �ro �a��ar�s Page 4 of 9 I45 5.2. Outstanding right-of-way, eas�xnents, and/oz permits to be acquired by the City are listed 146 in Paragzaph SC 4.01 of the Supplementary Conditions. In the event the necessary right- lA7 of-way, easements, and/or permits are not obtained, the City reserves the right to cancei 148 the a�vard of contract at any time before the Bidder begins any construction work on the 149 project. 150 151 5.3. The Bidder shall be prepared to commence construction without alI executed riglat-o�� 152 way, easements, and/or permits, and shall submit a schedu�e to the City of how 153 construction will proceed in the other areas of the projeci that do not zequize permits 154 andlor easements. 155 156 6. Interpretations and Addenda 157 I58 159 160 161 162 163 164 165 166 167 G.1. All questao�s about the meaning or intent of the Bidding Documents are to be directed to City in writ�ng oz� ar before 2 g.m., the Monday prior to the Bid opening. Questions zeceived after this day may not be responded to. Interpretations or clarifcations considered necessary by Crty in response to such quest�ons wili be issued by Addenda delivered to all parties recorded by City as having received the Sidding Docum�nts. Only questions answered by farmal written Addenda will be bi�ding. Oral and other interpretations or clarifications wili be without legal ef�ect. Address questions to: i68 City of Fort Worth 169 20Q Te;�as Street 17d Fort Worth, TX 76102 I71 AtEn: Tariqui �slam, Transportation and Public Works 172 Fax: 817-392-7969 173 Email: tariqul.islamC fortworthtexas.gov , Fhone: 817-392-2486 l74 175 176 I77 17$ 179 180 181 6.2. Addenda may also be issued to modiFy Che Bidding Docunr�ents as deemed advisable by City. Addenda or cJ.arifzcations may be pasted via the City's electronic document management and collaboration systexn at https://docs.b360.autodesk.com/shares/3fa5id5c-eA�0A-9f6e-a693- 1 f979e5d264f 182 b.3. A prebid conference may be held at ik�e tizne anc! pIace indicated in the Advertisement or 183 INVITATION TO BIDDERS. Representatives of City will b� present to discuss the 184 Project. Bidd�rs are encouraged eo attend and participate in the conference. City will 185 transmit to all prospective Bidders of record such Add�nda as Czty considers necessary 186 in response to questions arising at the conference. OraI statements may not be relied 187 upon and wilI not be binding or legally effective. 188 189 190 191 192 193 194 �. Bxd Security 7.1. Each Bid must be accompanied by Bid Bond znade payable ta City in an amount of five (5) percent of Bidder's maximam Bid price on fozm attached, issued by a surety meeting the requirements of Paragraphs S.OJ. of the General Conditions. CTi'X OP FOI2T WOR'�'H 2O21 BRIDGE 1t��TABILITA'I'ION CON'IRACT 2 STANDARD CONSTRUCTiON SPEC17�iCATION DOCUMENT Temporarily Aevised April 24, 2(}20 due m COVIDI9 �,mergency C1TY PRO.TEC'I' FVO. 103097 00 21 13 TNS`TitllCTfOIYS TO BIDDERS Page 5 oC 9 195 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Not�ce of Award 196 have been satisfied. Ii the Successful Bidder fails to execute and deliver the complete 197 Agzeezirzent withiz� I 0 days aftez the Notice of Award, City may consider Bidder to be in 198 default, rescind the Notice of Award, and the Bzd Bond of t�aai Biddex will be �or%ited. 199 Sueh forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of a11 200 other Bidders whom City believes to have a reasonable chance of receiving the award 201 will be retained by City until final contract execution. 202 203 8. Contract Times 204 Tk�e nuz►�ber of days witl�in wk�zch, oz the dates by which, Miles�ones are to be achie�ed in 2Q5 accordance with the General Requirements and the Wozk is to b� corripleted and ready ior 2Q6 Final Acceptanee is set for[h in the Agreement or incorporated therein by refera�ce to tkae 207 attached Bid Form. zas 209 9, L�quidated Damages 210 Provisions for liquidated damages are set forth in the Agreement. 211 212 1Q. Subs�itute and "�r-Equal" Items 213 The Contract, if awa�rded, wi116e on Che basis of materials and equipment described in the 214 Bidding Docurnents without consideration of possible substitute ar"ar-equa�" items. 2iS i%dhenever it is i��uicateu �r specifi�u in itxe �idciing D�cumen�s ihai a"subsuiu�e" or "or- 21b equal" item of material or equipment may ba fuzxzisk�ed or used by Con�ractor if acceptable to 217 City, application far such acceptance will not be considered by City until aftex the Effective 218 Date of the Agreement. The procedure for submission of any such application by Contractor 219 and consideration by City is set forth in Paragraphs 6.OSA., 6.OSB. and 6.flSC. of the General 220 Conditions and is supplemented in Section Q1 25 00 oi the General Requirernents. 221 222 223 224 225 226 227 228 229 230 231 232 233 23� 235 z36 237 238 11. Subcontractors, SnppIiers and Others 11.1. In accordance vc�ith the City's Business Di�versity Enterprise Ordinance No. 20020- 12-2011 (as amended), the City has goals for the par�icipation of minority business andlor smaIl business enterprises in City contracts. A copy of the Ordinance can be obtained frozn the Ot�Fice oi the City Secretary. The Bidder s�all submit the MBE and SBE Utilization Form, Subcon�ractor/Supplier Utilization Form, Prime Contractor Waiver Forrn andlor Good Faith Effort k'oxzni with documenCation and/or Jaint Venture Form as appropriate. The Forms including documentation must be rec�ived by the City no later tF�an 2:OQ P.M. CST, on the second business day aftex t�ac bid opening date. The Bidder shall obtain a receipt from Y1�e City as evidence the documentation was received. Failure to comply shall render the bid as non- responsive. I1.2. No Coniractor shall be required to employ any Subcontractor, Supplier, other person or oxganization agai�ast wk�oz�r� Coniractor has reasonable objection. 234 l2. Bid Fo� 24Q 241 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 242 obtained from the City. 243 CITY OF F012T WORTH STANDARD CONSTRUCTI4N SPECII;ICATlOri i30CUMENT Temporarily Revised April 24, 2020 due to COVIDI9 Emergency 2021 SRIDGE REHABILITATION CONTRACT 2 CTT"Y PI�O7EC'Pl�iO. 1�3097 00 21 13 1NSTRiJCTTO�VS TO BIDDERS Page 6 oi 9 244 245 246 247 248 249 250 251 252 253 12.2. All blanks on the Bid �'orm must be compleied by printzng in iz�k and the Bzd k'ozzn signed in ink. Erasures or alterations shall be initialed in inlc by the person signing the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit price item listed therein. In the case of optional alternatives, the words "No Bid," "Na Change," or "Not Applicable" may be �ntered. Bidder shall state the prices, written in ink in both words and n�zmerals, for whic� the Bidder proposes to do the work contemplaCed or furnish materials required. Ali prices shall be written legibly. In case of discrepancy between price in written words and the price in written nurxiez�als, tk�e price in written words shall gavern. 254 12.3. Bids by corporations shalI be executed in the cozporate name by the pzeszdent oz a 255 vice-president or other corporate officer accompa�ied by evidence af auY�ority to 25b sign. The corporate seal shall be affixed. The corporate address and state of 257 incorporation sha�l 6e shown below the signature. 258 259 12.9. Bids by partnerships shall b� exec�zted in the partnership name and signec! by a 260 partner, whose title must appear under the signature accompanied by evidence of 261 authority to sign. The official address of the partnership shali be shown below the 262 signature. 263 264 265 265 2b7 268 269 270 271 272 273 274 27S 276 277 278 279 280 281 282 2$3 284 12.5. Bids by lizx�ated Liability companies shall be executed in the name of the firm by a member and accompanied by evidence oi authority Co sign. The state of %rmation of the firm and the official addzess of t�e fi�r�m s�aall be showr�. 12.6. Bids by individuals shall show the Brdder's name and official address. 12.7. Bids by joint ventures shall be executed by each joint venture in the manner indicated on the Sid Form. The official address of the joint venture shall be shown. 12. S 12.9 All names shall be typecf or printed in ink below the signature. The Bid shall contain an acknowled.gement of receipt of all Addenda, the nurr�bers of vc+hich shall be fiIled in on the Bid Form. 12.10. Postal and e-inaiI addresses and telephone number for comrnunications regarding the Bid shall be shown. 12. � 1. Evidence of autharity to conduct business as a Nonresident Bidder in the state of Texas shall be provided in accordance with Section Ofl 43 37 — Vendor Compliance to State Law Non Resident Bidder. 285 13. 5ubmission of Sids 2$6 Bids shall be submitted on the prescribed Bid Form, provided with the Biddin$ Documents, 2$7 at ihe time and place indicated in the Advertisement or TNVYTATION TO BIDD�RS, 288 adciressed to Purchasing Manager of the City, and shail be enclosed in an opaqr�e sealed 289 envelope, marked with the City Project Number, Project title, the name and address of 290 Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent 291 thraugh the mail or other delivery system, the sealed envelope shall be enclosed in a separate 292 envelope with the notation "BID ENCLOSED" on the face of it. 293 C1TY dF FORT WORTH $TAIJDARU CpN$TRUCTIQN SPECIFICATION DOCUMEIVT 'i'emporanily I2evised April 24, 202D due ro COVIDl9 Emergency 202] BRIDGE REHABILITATION CONTRACT 2 CTI'Y PRO]ECT iJO. 103097 00 21 13 INS'1'RUCTIONS TO T3IDI�EAS Page 7 of 9 294 1�. Modification and Withdra�cval of Bids 295 296 297 298 299 300 301 302 3Q3 304 305 306 14.1. Bids addressed to the Purchaszng Manager and �led with the Purchasing Office cannot be wiihdxawn prior to the time set for bid opening. A request far withdrawal xnust be zx�ade in writing by an appropriate document duly executed in the manner that a Bid must be executed and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. After all Bids not requested foz withdrawai are opened and publicly read aloud, the Bids ior which a withd�rawa� zequest has been properly filed may, at the option of� the Ciiy, be zeturned unopened. 14.2. Bidders may zr�adify their Bid by electronic comtnunication at any tirne prior to the ti�x�e set for the closing of Bid receipt. 307 15. Opening of Sids 308 Sids wili be opened and read alond publicly at the place where Bids are to be submitted. An 309 abstract of the amounts of the base Bids and major alternates (if any) will be made available 310 to Bidders after tt�e opening of Bids. 3I1 312 16. Bids to Remain Subject to Acceptance 3I3 All Bids will remain subject to acceptance for tk�� iame peziod speci�ed for Notice of Award 3 t4 and execution and deiivery of a complete tigreement by Sr�ecessiul tsidder. �iiy may, ai 3I5 City's sole discretion, reiease any Bid and nullify the Bid security prior to that date. 3I6 317 1'�. Evaluatzon of Bids and Award of Contract 318 1`7.1. City reserves the right to reject any or all Bids, including without limitation the rights 319 to reject any or all nonconforming, nonzesponsive, unbalanced or conditional Bids 320 and to reject the Bid oi any Bzddez z� City believes that it would not be in the best 32I interesC of the Project to make an award to that Bidder, wi�ether because the Bid is 322 noi xesponsive or the Bidder is unqualified or of doubtful �nancial ability or fails to 323 nn��t any other pertinent-st�ndard or criteria established-by-CiEy:-City also reserves 324 the right to waive informalities not involving price, contract time or changes in the 325 Work wit� the Successful Bidder. Discrepancies between the xnultiplication of units 326 of Work and unit prices will be resolv�d �n favor of the �nit prices. Discrepancies 327 between the indicated suzx� of any column of figures and the correct sum thereaf will 328 be resolved in �avoz� of the correct sum. Discrepancies between words and figures 329 will be resoived in favor af the words. 330 331 332 333 334 335 336 337 338 17.1, l, Any or all bids will be rejected if City �as reason ta beiieve Ehat collusion exists among ti�e Bidders, Bidder is an interested party to any litigatian against City, City or Bidder may have a claim against the other or be engaged i� litigation, Bidder is in arrears on any exisiing contract or k�as defauIted on a previous contract, Bidder has performed a prior contract in an unsaiisfactory manner, or Bidder has uncompleted work which in the judgment of the City will prevent or hinder the prompC compi�tion of additional work if awarded. CTTY OF FORT WOR'1'H 5`i'ANT7ARD CONSTi IiUCT�ON SPECIFICAT10I�i DOCUM�N'F Tempoxarily Revised Apri] 24, 2020 due to COViDI 9 Emergency zoz� s��G� zz��zA�z�z�rA�rorr corrTUACT z CTTY PROJECC NO. 103097 00 21 3 3 INSTitUCTIONS'1'O BIDDERS Page S of 9 339 340 341 342 343 344 345 346 347 17.2. City may consider the qualifications and experzence of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of tl�e War� as io whuch the identity of Subcontractors, Suppliers, and other persons and organiz�tions must be submitied as provided in the Contract Documents or upon the request of the City. City also may consider the operating costs, maintenance requirements, per-formance data and guarantees oi major items of materials and equipment proposed for incorpozaiion iz� tk�� Work when such data is required to be submitted priar to the Notice of Award. 348 1'7.3. City may conduct such investigatio�s as City deezx�s necessary to assist in the 349 evaluation of any Bid and ta estabIish the responsibilziy, qualifcataons, and Financia! 350 ability of Bidders, proposed Subcontractars, Suppliers ar�d other persons and 35 � organizations to perform and furnish the Work in accardance wit� th� Coniraci 352 Documents to City's satisfaction within the prescribed time. 353 354 355 356 357 3S8 359 3bp 17.4. Contractor shaII perform with h�s own organization, work of a value not less than 35a/o of the value embraced on the Contract, unless otherwise approved by the City. I7.S. If the Cantract is to be awaz�ded, it will be awarded ta Iowest responsible and responsive Bzddex whose evaluation by City indicates that the award will be in the best interests of the City. 36I 1'7.6. 1'�zrsuant to Texas Government Code Chapt�z 2252.001, the City will not award 3G2 contract to a Nonresident Bidder unless the Nonresident Bidder's bzd is lower tk�an 363 the lowest bid submitted by a responsibie Texas Bidder by rhe same amount that a 364 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 365 comparable contract in the state in which the nonresident's principal place of 366 business is IocatecE. 367 3b8 17.7. A coz�tract is �aot awarded until formal CiCy Council autharization. If the Contract is 369 ta be awarded, City will award the Contzact within 9D days aiter the day of the Bid 370 opening unless extended in writing. No other act of City or others will constatute 371 acceptance of a Bid. Upon tt3e contractor award a Notice of Award will be issued by 372 the City. 373 374 375 376 377 378 379 380 381 382 17.7.1. The contracior is required to fill ouE and sign the Certifieaie of Xnteresied Parties Form 1295 and the form must Ue submitted to the Praject Manage�r before the contract will be presented to th� Gity Council. The form c�n be obtained at https;//w_ww.ethicsstate.tx.us/daia/farms/1295/1295.pdf 17.8. Failure or refusal io comply with the zequirements znay result in rejeetion oi Bid. ].8. Signing af Ag�reezx�ent 383 18.1. When City issues a Notice of Award to [he Successful Bidder, it wiil be accomganied 384 by the required number of unsigned counterparts of the Agreement. Witi�in 14 days 385 thereafter Contractor shall sign and deliver the required number of counterparts of the 38b Agreement to CiEy with the required Bonds, Certificates of Insurance, and a�l other 387 required documentation. 388 389 1$.2. Failuze to execute a duly award�d co�aiaci z�rzay subject the ContracCor to penalties. CiTY OF FORT WORTH 202 i BRIDGE REHABILITA`tION CONTfZACT 2 STANDARD CONSTRUCTION SPECIFiCAT10N DOCUMENT Temporarily Revised Apri124, 2Q20 due Eo COVIDI9 Emergency CITY PROJECT' IVO. i03097 0021 f3 I�15TRUC1'IOAIS T'O BIlJI]�'RS Page 9 of 4 390 391 392 393 394 395 396 397 398 18.3. City shall thereafter deliver one fully signed counterpart to Contractor. END OF SECTION CITY OF POR'f WORTH S"i'ANDARI� CONSTRUCTION SPSCLFICATI�N DOCUMENT Temporari[y Revised Aprzl 24, 2020 due tp COVIDI9 Emerbency 2021 SRIDGE RBHABILTTATION CONTRACT 2 CTl"Y PROJECT iVO. 1 Q3097 DD3215-0 CQNS'['l2UC'ITQN PROGRESS SCHEDULE Page I of 10 � 2 3 PART 1- GENERA. L 4 1.1 SUlVI1VIARY 5 A. Section Includes: b 7 $ 9 sECT�orr oo �� xs CONSTRUCTION PR07ECT SCHEDLTLE 1. General req�zirements for the preparation, submittal, updating, status zepor�ing and rnanagernent of the Construction Project Schedule B. Deviations frorn this City of Fort Worth Standard Specification 1. None. 10 C. Related Specification Sections include, but are not necessanily liz�rixted to: I1 I. Division 4— Bidding Requirements, Cont�act Forms an� Conditions af the Contract 12 2. Division J. --- General Requirements 13 14 15 16 17 18 19 2D 21 22 23 24 25 26 27 28 z� D. Purpose The City of Fort Worth (City) is com�riitted to delivering quatity, cost-effective znfzastructure to its citizens in a timely manner. A key tool to achieve this purpose is a propezly structured schedule ovith accurate updates. This supports effective monitoring of progress and is input to critical decision making by the project manager throughout the life af the project. Data from the updated project schedule is utilized in status reporting to various levels of the City organizatian and the citizexzzy. This Document caznpl�ziaez�ts the City's Standard Agreement to guide the construction contracCor (Contractox�) i� prepazing and st�bmitiing acceptable schedules far use by the City in pzoject delivery. The expectation is the performance of the work follows the accepted schedule and adhere to the contractual timeline. The Contractor will designate a qualified representative (Project Sclaedulez) responsible for c[eveloping and updating the schedule and preparing status zeporting as required by the City. 30 1.2 PRICE AND PAYMENT PROCEDURES 31 A. Measurement and Payment 32 1. Work associated witk� tk�is Item is considered subsidiary to the various items bid. 33 No separate payment will be allowed for this Item. 34 2. Nan-compliance with this specifieation is grounds for City ta withhold payment of 35 the Cantractor's invoices untiZ Contractor achieves said cozxipliance. 36 1.3 REFERENCES 37 A. Project Schedules 38 Each project is represented by City's master project schedule that encompasses the 39 entire scope of activities envisioned by the City ta pxopezly deliver the vvork. When the 40 City contracts with a Contractor to perfoz�x� construction of the Work, the Contractor C1TY pF FORT WORTH 2Q27 BRIDGE REHABILITATION CONTRACT 2 STANDAI2D SPECZI'rICA7'ION City Project No. ] 03097 Revised JULY 20, 2018 D032I5-0 CONSTRUCTIpN PRpGRSSS SCHEnUI.E Yage 2 af 10 1 will develop and maintain a schedule �or their scope of work in alignrrient with the 2 City's standazd sched�le requixernents as defined hezein. The data and informatian of 3 each such schedule will be leveraged and become integral in the znastaz pzaject 4 schedule as deemed appropriate by the City's Project Control Specia]ist and approved 5 by the City's Project Manager. 6 7 1 8 9 1D 11 ]2 13 14 15 l6 l7 18 14 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Master Froject Schedule The master project schedule is a holzstzc zapresentation of the scheduled activities and milestones for the total project and be Critical Path Methad {CPM) based. The Ciry's Project Manager is accounYable for o�ersi�ht of the developznent and maintaining a master project schedule for each project. When the City cantracts for the design and/or construction of t�e project, the master project schedule vvill incorporate elements of the Design and Constructian schedules as deemed appropriate by the City's Project Controi Specialist. The assigned Ciry Project Control Specialist creates and maintains the master project schedule in P6 (City's scheduling sofiware). 2. Canstniction Schedule The ConEractor is responsible for de�+eloping and maintaining a schedule for the scope of the Contractor's contractual requirements. The Cantractor w�ll issu� an in�tial schedule for review and acceptance by t�e City's Project Control Specialist and the City's Project Manager as a baseline schedule for Contractor's scope of work. Contractor will issue current, accurate updates af their schedule (Progress Schedule) ta the City at the end of each month thzoughout the life of their work. B. Schedule Tiers The Ciry has a portfolio of projects that �ary widely in size, complexity and content requiring different scheduling to effectively deliver each project. The City uses a "tiered" approach to align the proper schedule with the criteria for each project. The Ciry's Project Manager deternunes tiie appropriate schedule tier for each project, and includes that designation and the associated requirements in the Contractor's scop� of work. The follovc�ing is a sr�mmary of the "tiers". 3� 1. Tier 1: Small Size and Short Duration Peoject (design not required) 35 The City develops and maintains a Master Project Schedule for the project. No 3G schedule submittal is required from Contractor. City's Froject Control Specialist 37 acquires any �ecessary sctaedule staius data or information tl�rou�h discussions with 38 i�ae respective party on an as-ne�ded basis. 39 40 41 42 43 44 45 46 2. Tier 2: Small Size and Short to Medium Duration Project The City develops and maintains a Master Project Schedule for the project. The Contractor identifies "start" and "finish" milestone dates on key elements of their work as agreed with the City's Froject Manager at the kickoff of their work effort. The Contractar issues to the City, updates to the "start" and "finish" dates for such zx�ilestones at the end of each month throughout the life of �heir work on the praject. 47 3. Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duratian 48 The City develops and maintains a Master Project Schedule far the praject. The 49 Contractor develops a BaseIine Schedule and rriaintains the schedule of their 50 respecti�e scope of work on the project at a level of detail (generally Level 3) and in C1TY OF FORT WOR'TH 2O21 BRIDGE REHABILITATION COI�TRACT 2 STANDARD SPECIFICATION City Project No. ] 03097 Revised T[JLY 20, 2018 003215-0 CONSTRUCTTpN PROGRESS SGHEDULE Page 3 of TO alignment wiCh tlie WBS structure in Section 1.4.H as agreed by the Project Manager. The Cox�txactor issu�s to the City, updaies of their respective schedule {Progress Schedule) at the end of each naonth ihzoughout the life of their work on the project. 4 C. Schedule Types 5 Project delivery far tfie City utilizes iwo types of sck�edules as noi�d b�low. Th� City 6 develops and maintains a Master Project Schedule as a"baseIine" schedule and issue 7 month�y updates Co the City Project Manager {end of each month) as a"pro�ress" S schedule. The Contractor prepares and submits each schedule type to fulfiII their 9 contractual requirements. 10 11 1. Baseline Schedule 12 The Contractor deveIops and submits to the City, an ir�itiai schedule for their scope i3 of work in alignmenC with this speciFication. Once reviewed and accepted by the 14 City, zt becozzacs the "Bas��Zne" schedule and is the basis againsC which all progress I5 is measuzed. The baseline schedule wiII be updaEed when Chere is a change or 16 addi�ion to Che scope of �ork impacting rhe duratian of the wozk, and only after 17 receipt of a duly authorized change order issued by the City. Tn the event progress is 18 sign��cantly behind schedule, the City's �'roject Manager may autharize an update 19 to the baseIine schedule to facilitate a more practical evaluation of progress. An 20 example of a Baseline Schedule is provided in Specificatian 00 32 15.1 21 Construction Project Schedule Baseline Example. 22 23 24 2S 26 27 ZS 29 30 31 32 33 34 35 36 1.4 37 38 39 40 �1 92 43 44 4S 46 47 48 2. Progress Schedule Tk�e Coz�tractoz updates theax schedule at tk�e er�d of �ach month to represent the progress achieved in the wark which includes any impaci from authoxized changes in the work. The updatecf schedule rnust accurately reflect the current status af the work at that point in time and is referred to as Ehe "Progress ScheduIe". The City's Project Manager and Project Control Specialist reviews and acce�ts each progress schedule. In the event a progress schedule is deemed not acceptable, the unacceptable issues are identified by the City within 5 working days and the Contractor must provide an acceptable progress schedule within 5 warking days after receipt of non-acceptance z�otificatzon. An example of a Progress Sc�aedule zs pzovaded in Specificatian 00 32 15.2 Construction �roject Schedule �rogress Exam�le. CITY STANDARD �CHEl]ULE REQiJIREMENTS The following is an overview of the methodology for deveioping and maintarning a schedule for delivery of a project. A. ScheduZe Framework The schedule wilI be based on the deiined scope of work and follow the (Critical Path MeChodology) CPM method. The Contractor's schedule will align with the requixements of tbis speci�cation and will be cost loaded to ze�lect their pian for execuiion. Overalx schedu�e duration will align with the cantractual requirements fot the respective scope of work and be reflected in City's Master Project ScheduIe. The Project Namber and Name of the 1'roject is required on each schedule and rnust match the City's pro�ect data. B. Schedule File Name CTTY OF FORT WORTH 2O21 BRIDGE REHABILITATION Cp�ITRACT 2 3TANDAItD SPECIFTCA'T'TON City C'roject No. 103047 Revised 7ULY 2D, 2018 003215-0 CdNSTRUCTTON PROCiRESS SCHEDULE Pagc 4 of 10 1 2 3 4 5 6 7 8 9 l0 11 12 13 14 15 16 17 18 19 20 21 22 23 2A 25 26 27 28 29 30 31 32 33 34 35 3b 37 38 39 40 4l �2 43 44 4S 46 47 48 49 All schedales submitted �o the City for a project will have a file name that begins with the City's pr�oject number followed by the name of the project followed by baselirae (i�� a baseline schedule} or the year and manth (if a progress schedule), as shown below, � Baseline 5chedule File Nam.e Forzxxat: City Pzoject Number_Project Name_Baseline �xample: 101376_North Mantgomery Street HMAC_Baseline � Progress Schedule File Name Format: Ciry Project Number_Project Name_YYYY-MM Example: 101376_North Montgamery Streei HMAC 20I 8_O1 � Froject Schedule Progress Narzative k'iie Name Format: City Froject NuzaabcrT�zoject Name PN_YYYY-MM Example: i01376 North Montgamery Streer HMAC_PN_2018_OI C. Schedule Templates The Contractar vviil u�ilize the relevant sections from the City's templates pravided in the City's document management system as the basis for creating their respective pz�oject schedule. Specifically, the Contractor's schedule wil� align with the J.ayout of t�e Construction section. The templates are identified by rype of project as noted below. � Arterials � Aviation � Neighboxhood Streets � Sidewalks (later} � Quiet Zones (later) � Street Lights (later) � Intersection Improvernents (later} � Parks � Storm water � Street Maintenance � Tra�fic � Wat�r D. Schedule Calendar The City's standard calendar for schedule development purpases is based on a 5-day vvorkweek and accounts for the City's eight standard holidays (New Years, Maxtin �,uthez King, Memorial, Independence, Labor, Thanksgiving, day aFter Thanksgzving, Christmas). The Contractar will establish a schedule calendar as part of the sched�le deveiopment process and provide to the Project Control Specialist as part of the basis for their schedule. Variations between the City's calendar and the Contractor's catendar must be xesolv�d p�ior to the City's acceptance of their Baseline project schedule. E. WBS & Milestone Standards for Schedule Development The scope of work to be accomplished by the Contractor is represented in the schedule in the form of a Work Breakdown Structure {WBS). The WBS zs the baszs �oz the development of the schedule aciieitaes and shaJl ba iz�abedded and depicted in the schedule. Cl'I'Y �F FOIiT WOR'E'H STANDARD SPECIFICATION Rcvised TULY 20, 20] S 2(YZ1 BRIDGE REHABIL1TATi0I� CONT1tAC`i' 2 City Praj ect Na. 103097 oa3zis-o CONSTRUCI'ION PROGRESS SCHEDULE Page 5 of 10 l 2 3 A 5 G 7 8 9 10 11 12 13 1� 15 16 17 18 19 20 21 22 23 24 25 26 27 2$ 29 3D 31 32 33 34 3S 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 The foliowing is a summary of the standards to be followed in preparing and maintaining a schedule for project delivezy. 1. Contractor is requized io utz�iz� t�ae City's WBS stzuctuze and respective project type tez�nplate far "Cansiruction" as slaown in Section 1.4.H below. Additional activities may be added to Levels 1- 4 ta accomrnadate the needs of the organization executing the work. Speci�ically the Contractor will add acYivities under WBS XXXXXX.8Q.83 "Construction Execution" that delineates the activities associated with the various components of the work. 2. Contractor is required to a�here to the City's Standard Milestones as shown in Section 1.4.I below. Contractor will include additional milestones repr�senting intexx�ediate delivezables as requized to accurataly zeflect theix scope of work. F. Sch�dule Actzvi�zes Actzvities are the discreYe eiements af wark that malce up the schedule. They will be arganized under the umbrella of the WBS. Activity descriptions should adequately describe the activrty, and in some cases the extent of the activity. All activities are Iogicaliy tied with a predecessor and a successar. The only exception to this rule is for "project start" and "project finish" milestones. The activity duration is based on the physical arnount of work to be performed for Che stated activity, with a maximum dnration of 20 working days. Ii the work for any one activzty exceeds 20 days, break that activity down i�crementally to achier�e this duration constzaint. Any exception to ihis requires review a�d acceptance by the City's 1'raject ControI Specialist. G. Change Orders When a Change Order is issued by the City, the impact is incorparated into the previously accepted baseline schedule as an update, to cleariy show impact to the project timeline. The ContracCor subrr�its this updated baselin� schedul� to the City foz review and acceptanc� as d�scribed in Section I.S below. Updated baseline schedules adhere to the foliowing: L Time extensions associated with approved contract modifications are limited to the actual amount of time the project activities are anticipated to be delayed, unless otherwise approved by the Program Manager. 2. The re-baselined schedule is subrr�tted by the Contractor within ten workdays afier the date of receipt of the approved Change Orcfer. 3. The changes in logic or durations approv�d by tk�e City aze used to analyze the impact of the change azzd is included in the Char��e Order. The cading for a nevs+ aetivity(s) added to the schedule for the Change Order includes the Change Order number in the Activiiy ID. Use as many activities as needed to accuraEely show the work of the Change Order. Revisions to the baseline schec�ule are not effective until accepted by the City. H. City's Work Breakdown Structur� CTI'I' OF PORT WOIiTEZ STANDARD SPECIFICATION Revised 7ULY 20, 2018 2021 BRIDGE RL�HABIL[TATION CON3'RACT 2 City Project No. ] D3097 003215-0 COINSTRUC'['ION PROGRSSS SCHEDiILE Puge 6 of 10 l 2 3 4 5 6 7 8 9 10 li l2 13 14 15 16 17 l8 19 20 2] 22 23 24 25 26 27 2$ 29 30 3] 32 33 34 35 36 37 38 39 40 41 42 43 44 45 4b W�fS Code WB,S Name XXXXXX Projec� Naz�ne XXXXXX.30 Design XXXXXX.30.14 Design Contractor Agreement XXXXXX.3020 Conceptual Design (30%n) XXXXXX.30.30 Freliminary Design (60%) XXXXXX.30.40 Final Design XXXXXX.30.50 Environmental XXXX��X.30.60 Permits XXXXXX.30.60.10 Pern�its - Id�ntificatzon XXXXXX.30.60.20 Permits - Review/Appro�e XXXXXX.40 ROW & Easernents XXXXXX.40.J.0 ROW Negotiatians XXXXXX.4020 Condemnaiian XXXXXX.70 Utility ReIocation XXXXXX.70.10 Utility Relocation Co-ordination XXXX X X.SO Construction ��x,XYx.80.$1 Li� and A_��ard XXXXXX.$0.$3 Construction Execution XXXXXX.8 0.85 Inspection XXXXXX.80.8b Landscapang XXXXXX.9fl Closeout XXXXXX.90.10 Construction Contract Close-out XXXXXX.90.40 Design Contract Closure I. City's Standard Milestones The following milestone activities (i.e., important events on a projeci that znazk cxitical points in time) are of particular interest to the Ciiy and must be re£�ected iz� the project schedule for all phases of work. Activitv ID Design 3Q20 3Q40 3J0� 312� 3150 3160 3J70 3220 3250 3260 CTI'Y OF FpRT WpRTH STANDARD SP�.Clt�'1CA`I'ION Revised 7ULY 20, 201 S Activitv Name Award Design Agreem,ent Issue Notice To Proceed - Design Engineer Design Kick-off Meeting Sul�mit Conceptual Plans to Utilities, R�W, Traffic, Parks, Storm Water, Water & Sewer Peer Review Meeting/Design Review meeting (tech�ical) Conduct Design Public Meeting #1 {required) Conceptual Design Complete Submit Preliminary Plans and Specifications to Utilities, ROW, Traffic, Parks, Storm Water, WatEx & S�wer Conduct Design Fublic Meeting #2 {required) Preliminary Design Complete 2021 BRIDGE REHABILITATION CONTRACT 2 City Projact No. 103097 003215-0 CONSTKUCTI4N PROGIZESS SCHEDULE Page 7 of 1 p 1 3310 Subz�t FinaJ Design to Utiliiies, ROW, Traffic, Farks, Storm Water, 2 Water & Sewer 3 3330 Conduct Design Public Meeting #3 (if required} 4 3360 �'inal Design Complete 5 ROW & Easements 6 4000 Right of Way Start 7 4230 Right of Way Complete 8 Utility Relacatian 4 7000 Utilities Staxt IO 7120 L]tilities ClearedlComplete 11 CanstrucEion 1z Bid and Award i3 8J.10 Sia�rt Advertisement 14 8150 Conduct Bid Opening IS 8240 Award Construction Contract 16 Con�structian Execnt�az� l.7 8330 Conduct Construction Public Meeting #4 Pz�-Constz�uction 18 8350 Constructian �tart 19 8370 Substantial Completion 20 8540 Construction Completion 2J 9130 Notice of Campletion/Green Sheet 22 9150 Construction Contract Ciosed 23 9420 Design Contract Closed 24 1.5 SUBMITTALS 25 26 27 2$ 29 30 31 32 33 3A 35 36 37 38 39 40 41 42 43 44 45 46 47 A. Schedule Submittal & Review Tk�e Cziy's Pz�oject Mar�ager is zesponsible foz� �eviews and acc�pta�ce of the Conizactoz's schedule. The City's Project Control Special�st fs respansible for ensuring alignment of the Contractor's baseIine and progress schedules with the Master Project ScheduIe as support to Ehe City's Project Manager. The City reviews and accepts or rejects the schedule within ten workdays of Contractor's submittaI. 1. Schedule Farmat The Contractor will subznit each schedule irz two �lectroz�zc foxms, one in native file �ormat (.xer, .xml, .mpx) and th� second in apdf format, in the City's docurnent znanag�znenE systezn ir� the location dedicated foz thzs purpose and ide�tified by the Project Manager. �n the event the Contractor does npi use Primavera P6 or MS Project for scheduling purposes, the schedule information must be s�bmitted in .xls or .xisx format in compliance with the sample layout (See Specificatio� 00 32 115.1 Construction Project Schedule Baseline Example), including activity predecessors, successors and total flaat. 2. Initial & Baseline Schedule The Contractor will develop their schedule �or their scope of work and submit their initial schedule in electronic fozzn (in the fiIo forznats noied above), i�a ihe City's docuz�rxent management system in the lacation dedicated far this purpase within ten workdays of the Notice of Au�ard. CTTY OF FQRT WORTH 2O21 SRIDGE REHASILITATION �ONTRACT 2 S1'ANIJAEZD SPEC]PTCATTON City Froject No. 143047 Revised 7ULY 20, 201$ 003215-0 COlVS'Z7iiJCTIdN PRpCrRESS SCHEDULE Page 8 of ] 0 1 2 3 4 5 b 7 S 9 in 11 12 13 14 15 16 17 18 19 20 21 22 23 24 2S 2b 27 28 29 30 31 32 33 34 35 36 37 38 39 4(} 41 42 43 44 45 46 47 Th� City's Project Manager and Project Controi Specialist review this initial schedule ta determine alignment with the City's Master Project Schedule, including �ormat & WBS st�ucture. Following the City's review, feedback is pxovid�d to t�ae Contxactor for their use in finalizing their initial schedule and issuing {within five workdays} their Baseline Schedule for final r�view and acceptan�ce by the City. 3. Pro�ress Schedule The Contractor will update and issue their project schedule {Progress Schedule} by the Iast day of each month throughout the life oF their wark on th� pzoject. The Pzogress Schedule is submitted in electronic farm as noted above, in the Ciry's docuxnent management system in the lacation dedicated for thzs puzpose. The City's Praject Contral tearr� reviews each Progress Schedule for data and in�arrnation Chat support i�►e assessment of the update to the schedule. In the event data or inforznation is missing or incomplete, the Project Controls Specialist comm�nicates directly with the Contractor's scheduler far pro�iding same. The Contractor re-submits the corrected Progress Schedule within S workdays, following the submittal process noted above. The City's Froject Manager and Project Con[ral Specialist review the Contractor's progress schedule for accepta�ace and to monitor performance and progress. The following list af ztems are required to ensure proper stat�s information is contained in the �rogress Schedule. • Baseline Start date • Baseline Finisi� Date � % Complete � Float � Activity Logic {dependencies) e Critical Path � Acti�ities added oz� deleied � Expected Baseline Finish date @ Variance io the Baseline �'inish Date B, Monthly Construction Status Report The Contractor submits a written status repart (referred to as a progress narrative} at the end of each month to accompany the Progress SchecEui� subzn.ittal, using the standard format provided in Specification 00 32 3.5.3 Constructian Project Schedule �rogress Narrati�e. The content of the Construction Froject Schedule Progress Narrative should be concise and complete to: � � Reilect the cuzxent status of Y.he rxrork for the reporting period (including actual activities start�d and/or campleted during the reporting period) o Explain r�ariances from the baseline on critical path acti�ities � Explain any poten�ial schedule conflicts or delays � Describe recovery plans where appropriate � Provide a summary forecast af the work ta be achieved in ih� n�xt repo�rting pez�od. C. Submittal Process C�'X OF FOIiT WO�TkZ STANDAAQ SPECLRICATION Revised 7ULY 20, 207 8 2021 B12IDGE REHABILITATIaN CONTRAC`T 2 City Project Na. ] 03097 003215-D CONS'I'RUCTTON PROGi2�5S SCI�EDULE Page 9 of 10 1 2 3 4 5 6 7 1.5 � Schedules and Monthly Construction Status Reports are submitted in Buzzsaw following the steps outIined ir� Specification 00 32 �5.4 Construction Project Schedule Submittal Process. � Once the praject has been completed and Final Acceptance has been issued by the City, no further progress schedules or construction status reports are required from the Contractor. ACTION �USMITTALS/INFORMATIONAL SUBMITTALS �NOT USED] S 1.'7 CLOSEOUT SUBMITTALS [NOT I7SED� 9 1.8 MAINTENANCE MATERIAL SL]BMITTALS [NOT USED] ]0 1.9 QIIALITY ASSURANCE 11 A. The perso� preparing and revising the Contractor's Praject Schedule shall be I2 experienced in the prepara[ion of schedules of similar comple�ity. 13 B. Schednle and supporting dacuments addressed in this Specificatian shaIl be prepared, 14 updateci and revised to accurately reflect the performance of the Contractor's scope of 15 work. I6 C. The Contractor is responsible for the quality af all submitta2s in this section meeting the 17 standard of care for the construction industry for similar projects. 18 1.10 DELIVERY, STORAGE, AND HANDLING [NOT iTSED1 19 20 111 FIELD [SITE] CONDITIONS [NOT USEDJ 1.12 WARRANTY [NOT U�ED] 21 1.13 ATTACHMCNTS 22 Spec 00 32 I5.1 Construction Project Schedule Baseline Example 23 Spec 00 32 15.2 Constructian Project Schedule Progress ExampTe 24 Spec 00 32 15.3 Construction Praject Schedule Progress Narrative 25 Spec 00 32 i5.4 Construction Project Schedule SubmittaI Process 26 27 28 PART 2� PRODUCTS [NOT USED] 24 PART 3- EXECUTiON [NOT USED] 30 31 32 33 34 END OF SECTION CTTY Ol� NOlZT' WOi2TH 2O21 i3RIDCxE REHABILITATION CONTRACT 2 STANDARD SPECIFICATION City Project No. t03097 Revised IULY 20, 2018 003215-0 COIVSTRUCTT01�1 Y120GK�5S SCT�ED�[JL� Page l� of ]0 Revisian Log DA,TE NAME SUMMAftY OF CHANGE ]uly 20, 2Q18 M. 7arrelE Initial Issue C1TY OF FORT WOATT� 2021 SRIDGL� REHABILTl'ATION CONTRACT 2 STANDARD SPECIFICATIO�T Ciry Project Np. �03097 Revised.lULY 20, 2018 00 32 15.1 - D CDNSTRUCT101� PROGRESS SCHEDULE — I3ASELINE EXAMPLE P�ge 1 of 5 1 2 3 SECTION 00 3� �5.1 CONSTRUCTION PROJECT SCHEDULE -- BASELTNE EXAMPLE �'AAT l - GENERAL 4 The following is an example of a Contractar's project sched�le that illustrates the data and 5 expectation for schedule content depicting the baseline for the praject. This version of the 6 schedule is referred to as a"baseline" schedule. This example is intended to provide 7 guidance for the Contractor when developing and submitting a baseline schedule. See CFW 8 Specification 00 32 15 Construction Project Schedule for details and requirements regarding 9 Ehe Contractor's project schedule. 10 11 12 13 14 15 16 17 T8 19 20 2l 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 �1 42 43 44 45 46 C1TY OF FORT WORTH 2O21 BRIDGS REHABdLITATION CONTRACT 2 $TANDARD CONSTRUCTIQN SPECIFICATION DOCLIMEN'I'S City Pmject No. 103097 Revised JLJI.Y 20, 2018 00 32 15.1 - 0 CpNS`PRUCTION PROGftBSS SCHEDULE — SASSLINE SXAMPE.E Page 2 of 5 1 ar � t� c�s rJ � � � r-- � � C'{ ISS � i� C�i �� L � � �. cr: �� ,� ��ar.�•q Q R�I� � � � � �� E � � : � �i {� fJ � � 4'.I � Ll' �J [i L�.. {7 � ..' _I � � � . [� ,i �I j�� . _ �ry • L5-� ^ � hf s� ' :i �t r �} �, �1j i� ,I �i � C� � �..� _� � � � .� r � '� k r� �� si � u u w . �i ri � � 9 • . ' � i. 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' i 4 F i x n� S � s, s f ��'� F= � 1 i C.' � i, i; � r �, t' r. r� r u� � � a �� ' � �"� m �� 'u � E:'��'�,�Y�' �.�u'A :i� � ,"-A;,;�_ M� �;°� �'� r � ' � � �� + � � }R „1.:'Y .1 - yq ' T' 4 � � � y � � i iL �- M 1'+ � �p� u�! r[ �. � m m ro i F � � � CT'tY OF FOTiT WOR'I'H STANDARD CONSTRUCTION SPECIFICATIOI� DOCUMENTS Revised JULY 2D, 2018 202I BRIDCxB REHABiLTTATiQN CdNTTtLiC1' 2 Ciry Panject No. i03097 oo3zis.i-a COIVST12C7CTION PROGItESS SCfIEDULE— BASELINE EXAMPLE Page 4 of 5 CI'�'1' OP FORT WORTEI 2(Yll BRiDGE REHABILITATION CON"PRACT 2 STANDARD CONSTRUCTTOI� SY�C�ICA,"I'IO�T DOCUMENTS City Project Nu. 103097 Revised F[TLY 20, 201 S 00 3z zs.z - o CONSTRUCTION PAOGRESS SCHEDULE — BASELINE EXt1MPLS Page 5 of 5 1 END OF 5ECTION Revision I.,og DATE NAME SUMMAAY OF CHANGE July 20, 2018 M. Jarrell Initial Issue C1TY OF RQRT WOKTH 2O2i BRiDGE fLEHABILI`I'AT101Y CONTRACT 2 STANDAT2D CON3TAUC'I'ION SPECTFICATION DOCIJMEIVTS City Project No. 1 D3097 Reviser� JULY 20, 20i8 003215.2-D CONSTRUCTIDI�I PROGRESS SCHEllULE—YROGKESS EXAMPLE Page L of 4 1 2 SECTION 00 3215.2 CONSTRUCTION PRO.TECT SCHEDULE — PROGRESS EXAMPLE 3 PARTl- GENERAL 4 The �ollowing is an� example of a Contractor's project schedule that iliustrates the data and 5 e�pectation for schedule content depicting the progress for the praject. This version of the 6 schedule is referred to as a"progress" schedule. This example is intended to provide 7 guidance for �e Contractor when developing and submitting a progress schedule. See 8 CFW Specification 00 32 15 Consiruction Project Schedule �or details and requirements 9 regarding the Contractor's project schedule. IO 11 12 13 14 15 16 17 18 14 20 2l 22 23 2� 25 25 27 C1TY OF FORT WdR'I'H 2D21 B12llJG� 17ET�ABI7..ITATIOIV CON'I'IZACT 2 S"I'A,NI]AI2D C��TSTRL'CTiQN SPECIFiCAT10N DOCUMEN`f5 City Project 1Vo. 103097 Revised 7ULY 20, 2D18 00 32 15.2 - 0 CON51'RCJCTION PROGRESS SCHEDULE - PROGRESS EXAMPLE Page 2 of 4 1 w ,� N C '� � 4- � � � � Q.7 �1' � n � �� ,. � � (U i� Q� � � �. ... � � � � � � � � � i � O f""' �.�! � 'r ii � � � � � L' i �� !J r� ii ii r� ri u�i ii.ii �� r� n ii ii u u r. u r. ry .. r. r: n w w cv .o r� r� r. �.i_.� � � � .... .. .. k'j �7 �j f7 � � � �� 7 id d<� x n: r !2i 31;1.2�1 t;'3. � �. Sk�i � �� i -i r �i � f'�1Fli! _ ri ;�, : T J{ � i i�` 'I .. '" .�f ai �: �i y! `j �� ;� � v F � �, �'� n•� ..^ 1� � � �� S I- li, 's r• o^❑�,d I` �� i;. 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L _ } � � I' r �� 3:' �� n3�: i P i, � o �� . �} L, 4� �� -. � 7 �4 bR c � � � �! x� � 'I .'�1� � � r � i. � � � } .p CI ��: �' I�F =� !4 :! � � F� 4� � Li �3:9'� :i :� �I "� � � d C1TY OF FORT WORTH STANDARd CONSTRUC'1'IOI�T SPECIFTCATION DOCUMEIVTS Revised 3ULX 20, 2018 � � ��`�1; a1 . �. +1. �Y� � � � �� i S{{{{{{ �y�'�[�� S� y L fl t �" � r �� U�:�''1 r� {F � L � �I r5 � � � � � � � � � R �� LJ � � � {� I � SL�a�� r ,. 4, � :� � �� ;� ��, � � �u� i� � � � :� ��Y �.� � � iS � � ix � ii k5 �i E"'� � � F-* �* � � � s� � ita�+ � � � � � �� -� W � ,� S:7 Q�' � � � Y1 � � �� r� � �J � %� � �I -'"d � � � c 6 � ^� � � � � [2 4 � � � C,3 l 7 � � � � � !' � � � � b ' c� ?� ��'� � � � � � � •� � � � U � � � 2021 BRIDGE 1�,HABILITATION CONTRACT 2 City Frpject No. I03097 00 32 15.2 - 0 CONSTRUCTION PROGRESS SCHEDULE — PKQGRESS EXAMPLE Page 4 of 4 1 END OF 5ECTION Revision� Log DATE NAME SUMMARY OF CHANGE July 20, 2015 M. 7arre1l Ir�itial Issue CTI'Y OF FORT WORTH $TANDARD CONSTRUCTIQN SPSCIFICATION DOCUMENT$ Itevised 7iJI.X 20, 2018 2021 BRiDGE ASHABILITATION COAITRACT 2 Cicy Project No. 103097 DO 32 153 - 0 -- PROGTtti?SS NAIi1tF�'FIVE Page 1 of 1 SECTION 00 3215.3 C�NSTRUCTION FROJECT SCH�DULE PROGRESS NARR.ATIVE Re�orting Period: Date Issued: Prpject Name: Campany Nam�:: City Project No: Engineer's Project No: City Project Manager: Engineer's Project Manager: A. List of acti�iti�s a 1. (insert text here) 2. (insert text here) 3. (insert text here] 4. (insert text here) 5. (insert text here) 6. (insert text here) ished in the rtina �eriod. B. List of acii�ities to be accom 1. (insert text he� e) 2. (insert text here) 3. (insert text here) 4. (insert text hereJ 5. (insert text here) 5. (insert text here} in the next re�or#ing periad C. List any potential cfelays and pro�ide mitigation actions 1. (insert text here] 2. (insert text here) 3. (insert text here) D. List any actual delays and 1. (insert text her�} 2. (insert text h�re) .�. (insert text herei reca�ery actions City of Fort Worth, Texas Co�struction Project Schedule Narrative Report for CFW Projeds TPW Official Release DaYe: 7.2a.2o18 Page 1 of 1 00 32 15.4 - D CQNSTRLTCTTON PRQGRHSS SC�TEDULE — SUI3NI�"['AL PROCFSS Page 1 of 7 T 2 SECTION 00 32 15.4 CONSTRUCTION FR07ECT SCHEDULE — SUBMITTAL PROCESS 3 PARTl- GENERAL 4 5 6 7 S 9 l0 11 12 13 I4 15 16 17 The following information provides the process steps for the Contractor to follow far submitting a project baseline or progress schedule for a capital project to the City of Fort Worth. See C�'W Specificataon 00 32 J.5 Construction Project Schedule for details and requirements regarding the Contxactor's project schedule. Tf yau are not a registered CFW Buzzsaw user, please email or contact; Fred Griffin, Buzzsaw Administrator City of Fort Worth Fred.Grif�n @fortworthgov.org 817-392-8868 Using your registered username and password log into the City's Buzzsaw Site https_//proj ectpoint.buzzsaw. cam/client/fortworChgov �"�� m. _...w.. � _ _.. .. �..... . i�. _�=", � � -, « �8 19 20 21 22 23 24 25 � _ _ Navigate to your Project Falder. Verify that your Project ID and Project Name are consistent with Project �'older Name. Navigate to the Schedule Directary under your Project Folder. The 00701-F1aYseed Drainage Improvements project is nsed for illustration. cnr� o� �o�xr wox•rx . STANDARD CONSTRUCTIOI�' SPECIFICATION DOCUMEN'I'S Revised NLY 20, 2018 2p21 BRIDGE REHABILITATION CONTRAC'1' 2 City Project No. 103097 00 32 I5.4 - 0 CONSTIZUCTIOIV C'TtOGR�SS SCHFI7ULE — SUIIIvI]'["�'AL PRpCESS Yage 2 of 7 i 2 3 4 5 6 7 8 9 10 11 ]2 13 14 15 1b 17 � EJL �,,. r�, r,� fr Lk Ido-. -_7 �.�.rr ��r.r: �i'i3ov J Eli._?rrr { � I -� � F' �—v � �� 1 .� I � �� }� -. ��s. ��.t. 4 - � {UT4: Flo�eru6s"w�e ��,c � h = �I n�IF rms � � f� ! ilecpais s - 4.1 t�;�ction - j_] Con:ultan� j_] Conha�Lor i'1 Conemondawe � UiL�w�rtnx.'rLsui��i.r.y�E{ � �M1ol`='�Crtritys • I�pAd-P'+..�qs • � IIr�=�.K+�-i, ' r9 � :�y ih��} • � U779t titwi .EWn ier.�N �i�lr. = - [� !V'm7 -7nban :Anpe� rrn a {yis�r.� • - j� wSL�..,6u�tiY...r�iEa.L�rou,. ' � �p70i �t+ban+iln}y5L{Lso71Nrc ' � 41l1h � iN•Ss4:w'�+snal�h{m�Y. • � i,]Tat � V,cJ•�rP�]fU��'fe_v 10 .� aaasn - risHo.� - crre,ti r. � n�n ' � �� Fhl -aa6a+ {l�r.xJ ��]7?ti� - G�rrtr� aetl. h S.orarc S_Y� • �g � ra�r � wrrv..Y ��r,i . � ,.-u r� a ww-. - .� •n.��i� � , � � ,--f.4�4J.U:��ii��'��.Foli !�.� lu,au '�'�'•�me�}:��sl��s.�- �ire�l�.�l'r ....,. , �c } [x c•'i��i-,hv...•..-�''�lo-•.�rr�7sn�F�v�-u� Lr-�+h�veUr 6..,�,�h�ew.Lv�J.d �.e� '---,i}T"1`N _ .� _::.� i F+'i95dttca�ii"... Tvvo files will be uploaded for each submittal. A native scheduJ.e �ile forznat �itk�ez Primavera .xer or MS Pxoject .zrzpp and a PDF version of the scheduie will be uploaded Vez�ify that the file name contains the 5-digit Project ID, Project Name, and Submittal Date and follows the standard naming conven�ion. Initial scheduIe submittal will be labeled as `Baseline' for example: Q07 01-FlaxseedDrainageImpro�ements-B aseline Schedule submittal updates wiil be labeled with ScheduIe Submittat Date `YYYY_MM' for example: 00701-F'laxseedDrainageTmpro�ements-2Q09_01 Expand ar select the Schedules folder and add both the nati�e file and PDF file to the directary. From the Toolbar Select � JAdd Dacument CITY ON NOTt`I' WORTH STANDARD CONSTRUCTI03,I SPECiF1CATION T�OCYJMENTS Be�ised 7ULY 2D, 2018 4e �p I �jil# +�i � � i � � 1 � - 2021 SRIDGP. AEHABILITATION CONTRACT 2 City Praject No. 103097 00 32 15.4 - D CONSTRUCTION PROGRESS SCHEDULE -- $UBMITTAL PRpCESS Page 3 of 7 F!� Edit '/�eu� �i�:s i�.4+ � :J �l = . +� '� � �i '�� ] Mel � .. � � i I"�1F � ' Ir��ic.d I�� I I��i�:s_..; '=1 'Io-L- „a--ur �'�� N��'�;A:-L�J.'ij4 'i I� � . FidEllle# �h . l' '� I � . _..,i.. . �'.�.... . . . .. ...' . � :rY. 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Select Open ,�.._...�.._.....�..... ._._.._............. ....�...�.�. �._.....�.�_. � — — ��'�I c[ LlSeier!tr•vren�loe.wl4a.i�Kp+qec��edae�Ya�cxnK�aeidh�cDoa�nzit6t3s�v{ootlr.a} �iS�Ftr! �'�+'� � r . UntllMrtnuf J41urhC��.in-�t He�lex_I.FieLcralvi ._ ._ I"�F�`� I_ . . . . _— _ — . SmA =mal Nall�� "�i .t �„ �ryt�ri-�s.�� J r�r �I- _.. . . . ' } �`FI. [c.vrr�r3 �'M1y�=el�i-d�Ly.S,ei r'a 7 � —� I [ Mj 1.0��Y.YI �Jlhp_�6LE;;1L1}il i kj'Rueer� Iti ti.7r!ieiaw�tFL.res ,.ra..tisePm�c_la I, � J � �� j � �k�L=nu^��«go;:�7�� " o�-d++¢�a�s,Rdf f�. ,u'�.ii�{y&L�.ii. .i�41.=.�rl'rlirry f � .g 3�:zve..:11i8 ��[vcll�eu:rdC�inu �' �e � rI�rIlLxYu �'Js.rose' �dtnL'�Lxn��'+�� +1 � ��lii2:� .^l_o�r � CrS.la� P.�.:..�.��]OS � !�a�s.ie Fz�! �oxl Wct Fefere�a �u�e.udF � �r4'4'I�nm�u[�=== �.6isI:I��R�gmr,rn�n 1�5rUocutifL ��I�'f'i�nt�ii�v[I'rrii�ii �.FieeSa.;�il�ir_ri�i-r ?��}-� K 5dumrs can� ��S�reeSaundtZe<u oa .e.e tii�� i1��rinf�'{C-'! 6%F�WASff�lffl'i � , r:.�_: F�iam1=� �:yI�" ;„jiogin.]PG _U4Y4TA�[KSVS'lfS+"t._�702IfSi�eDIlL26G0iC �„�M2�Y+leEG11g � � 5 6 7 8 9 10 � . ____ N�11uw�4 Fr.�mne f . ... .. ... ..... #� ^I r �� r�., ... � Fe�.dwv. Ifi �;_:�:�, � - - — --� �nr,d 'I The file will appea.r in the Buzzsaw Add to Project — Select Documents window Select Nexi. C£I'Y QR FQRT WORTH S'T'ANDARIJ CON3T'121UC1'TON SPECIF�CA`I'�ON DOCUML'NT'S Revised JULY 20, 2018 2021 BR1I?GE F<EHABILITAT[pN CONTRAC"I' 2 Ciiy Project No. 103097 003215.4-0 CO3�CS'T'12LJC"I'IO1V PAOGRESS SCi�IEDULE - SUBMITTAL PROCESS Page A of 7 1 2 Do not select Finish at this time. � �..`j =�r.r.� dx�em,.1910 ecNl m etir. r+u�f rr�+��, rau �i eho ecFJ � a oYcum i� RU�� [Qpa�Mel4 ,?Select � aroa�r:��_ p' f1�K.lel.��is h7;4'I�i:,i4nertt �.Fitii.I��F _ Ifi�el.4Ph4n Infadr_..I3tt R i_rl..7ry71!IF4,,,_•1�IfR:,uyu;:�lii��n'i,r{il!'r�LSJ1b?_Jy}�Ntr �.'fi"�lirntrand_.. ll1+t.. Ji�?JJ 3+rxl H�w1 ffi�I�h�P?'I � � � I I"—"— �— — � � 3 4 5 6 7 8 9 10 11 12 13 ]4 I lk.l"" I —��' I —� anrt� _"I "��"—I You will be placed into the Attach Comment window to enter a record in�o tk�� Project Schedule Submittal Log. Enter the Projeci ID-�roject Name-,5ubmittal in the Suhject Line. Type Sr�bmittal and Company Name into t�re Comment window along with Contact Name and Contact Phone Number. Select Next. t_ I 47 C� nrt7e a mmmenr ifar 6ef�mn Ihr v��a� dc-.o�con �u! fraL drJo�i Ikm ►a F►� b�q tdded }Ycs ah'yi is uPhcnel 4 rp. i �nEum�ls � A�oo�menihrrhdaws�ann I )AthY�NC�himen: i � I" -F H I f.l �.l�l � ��_I -I � '�—� � _ � S�ulHn�i� �t fP}iK31-1�i.rr,��t�a�'i�'jeF-7r�l.rmr�ra:�i�ir Rkruik��u.� - — — - � t a'd��6 ��mittal fr�u� 'CompanV Name' :atWdName �:onWdPflt�ale 5r 1pdate Schedule Su6rtAttal from'Company hlame For wark perfarmed up to ]anuary 31, 2004 :;ontac#Name .:nrrtact Phone� �' xs i� �� . d��{ . .I __ ^'�.—.� �„�,,, ' H�x. I Cl'1"iC OF FORT WORTH STANDARD CONSTRCICTTON SP�'CIFICA'I'I�iV D�CUMENTS Revised T[TLY 20, 201 S 2021 BRIDGE REHABIL1TATiON CO1V"TRAC1' 2 City Project No. 103097 00 32 15.A - 0 COIVSTRiICTION PROGRESS 3CHEDULE — SUBMiTTAL Pi{OCESS Page 5 of 7 1 2 3 4 5 6 7 8 9 IO ll 12 13 14 zs You will be placed inta the Send Ema'rl Noti�cation window. Select To and the Select Recipients window will appear with a list of Project Contacts. Select the Project Manager as the To Recipient and the Project Controls Group as the Copy Recipient. �.�,...._. � .. _. . ...... ,..._ . ._ __ .. _ . ... . ...�...�..� _ ;.�_ � __,�::i� _ f� .. �.._.,, ,,,,,,,,,,,,,,�..,_,,...,,��,. ,.��,,,, _..�._,�..��ti._�,._..,_.. - ,.._ ..,, �� _,-,,.,.,,, i ",• "' ._""- I I I I� I � 1 � I T I ' •e...a«�� L�.. � .. . ..... .... . . . � IwIiRu1klow n .. I ... .... .. G� , � I� �� ,„a...,«..:-- .�>..- �...--.r .,.. ...-.., -...,,..,.._-,..- «..-...-.-.-�.«-.... ....-.,. .,.._.....---...«-- �prWcctx .s_a 'I-I _ ...i, -I ,��i � .� . � � li �.r..,,l . I f � :.� i �- i I - . . . ��a i.� r�. . [.' • i.,. r c., r_. n��. - � i.. . To5'.'� T... W... Tti... t _� vi[. V.B. rl L1... H... 9£�... N-.. N'tl... vana..� v-.. r... c.�... z�- ,.� _ Y�F rAr.. YiG I!'� . Fr0-.. Y�;�uM1Y... . . YY... Af�� Vi.J�n... cp... !I 4°�ads... � YK]... Nc. P.C. 1� Wan�Y... 5. �_ Cn... ♦f1 _ Bn... A+�d tifJ�n WA Ov... V. n 33... Gi... Nc... Ro... VeSiem... W... G... Am... ne... 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C1TY OF FORT WDRTI-I STANDAKD CO3VSTRUCTION SPECII�ICATION DOCUMENTS Revised 7ULY 20, 207 8 2o2i B�rvG� xEr�nBrr.r�rA-riorr coN�rr��cT z City Project No. 103097 00 3z as.a - o CONS"1`RUCTION PROGRESS SCHEDULE — SUBMI'ITAL PROCESS Pagc 6 aP 7 .,-I �' ��# �oRierprq�clxecir�znpllfyrr� �htm rl 1lriae��y r�r IJpda'hd Akl� TFIk Clr� � ��U7^!� Selt.�t:�.fmPrSTs � 7 3 4 5 5 % 8 9 10 11 �4r�el, ^_aT�me�,t +,15tiw�d kmatl Ila7�ra6au ' � �:k �n� � 1M:,1 _J �l .f l.+ I� I ?a. _ I �FreJix�ll4i _. ._ _ ��:�.� Il...,rr�u�4��l.T�d�i� �'- I' ' " "' _—_ — �� 9]Tli#In�a�r�c[4a',ec'�irn�rdss?f�,!ex - --- ' .eYr� :c�e�e �b-ikLi huni Lumrany Flame ' � :ani�ct Name :on�tPhone ii.�r I� Ipdate ScFszduie Su6mittral frsm'Compa�y Name' Tnr �nork per�nrmed up ias ]anuary 31, 2IN39 Icnka[tNama � entad Rhone �� --..I — li�d�—I _ CartzJ—I Yt�a I "i'he scheduTe file is uploaded to the directory. An email is sent to the City's Project Manager and Project Control Specialist. .. :�, ,.,, �� • J ' /al . J � :s.I �... � �� ,..:,�� ,�v � r __ {. i _ �` .R *,a ?C f� ; t' L� � sry ,� -a � '. �l � _ I "�u,V��rLurMlhacyrkVl.ero-J,. �� Jesn.� }i�! . JeNx.�.rzes I � -I {sLEicYn� 1�� . 5 �� I��i J .�h:rz J � �TM �, �., ,.,,� . ;ac�.xi�,n,r�,,:,._�., .�;<n � J �+�...om��.,�p '� f �l., i k..g ..l' 'i'�ia+l. " J ':y'Uil - WJ10:7 .�=�:.� u::4'a.u:[t. ;.Ir21z. .� �i J "�" �:7�' . �ilun�i9r�yiGi{Yul��_.i :}� . -illOry1�41ti�,'�'Vfy�i.:l-'!�� :_� r.C'4! � i 51xx 4'�L� Y Miri G.� r a-' r.� �aiRl �u�,:'�xLLao� r�=a ,"J �Jfil Jf]iY�dli"aILLw.N�IIU. '.7 ",F,; Fir,s��rw?0"aan*+:v i ��w _ I'� �p! � r,nf FrM � 4��x-i ir.r ��wn. .7 �cx� i.Irn:�Frr.� . �,��„� r�� wr.. � f� l�p......' Fc.L4J '_l�']hk t.� hrAf�� 15Fj1 41nn�ikl.r�ilY. ilrl�i�111: i� 'iiLT� •44tI:dM1... li:'Y� } � rre :+x;�:n -. { uru Upload the FDF fiie using the sarne guzdeli�ae. 12 END Or ,SECTION 13 1.4 ClTY OF FD12T WQRTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 7ULY 20, 20i S 2021 BRIDGE iLEHABILITATION COAI'FRACT 2 City Project No. 103097 0032i5.4-0 COIVSTI2LJC1"ION PI20GRESS SC�TJUI,E — SUBIv11TTAL PRQCESS Page 7 of 7 Revision Log DAT� NAME SUMMAAY OI+ CHANGE JuTy 2D, 2018 M. 7arre1l Initia� Issue CFJ'Y OF RpRT WORTH STANDAI2D CONS�2L3CTTQIV SPECIFICATIOI�! DOCUMENTS Revised 7ULY 2D, 2018 2D21 BI2A�CxE I2EHA8ILPPATION CON'I'�ACT 2 City Pmject �'o. 103097 OU3513-1 CONFLiCT OF INTEKEST AFFIDAVIT Page 1 of 1 1 2 3 4 5 6 7 8 4 10 11 12 13 14 15 16 17 l8 19 20 21 22 23 24 25 2b 27 28 29 30 31 32 33 34 35 36 37 38 39 40 SECTION 00 3� I3 CONFLICT OF INTEREST AFFIDAVIT Each bidder, offeror or respondent (hereinafter referred to as "You") to a City of �'ort Worth procurement may be required to complete a Conflict of Interest Questionnaire (the aitached CZQ Form) and/or a Local Government Officer Conflicts Disclosure Statement {the attachec� CIS Form) pursuant to state Iaw. You are urged to consult with counsel regarding the applicability of these forms to your company. The re%renced forms may be downloaded from the links provided beiow. htt}�s:Nwww.ethics. state.tx.tzs/%rms/cani7ict/ CIQ Form does not apply CTQ Form is on �ile with City Secretary CIQ Form is being provided to the City Secretary CIQ Form does not apply CIS Form is on File with City Secretary CIS Farm is heing provided to the City Secretary ly__.I � 0 0 0 � ErDDER: 1 �, _ By: ��'Q ,� � Comp (Please rint) � �1�� _ Signature: � Address �`� r�ts ��?� �7�034 T�r��: v� cc �res�den �- Ciiy/State/Zip (Please Print) 41 END OF SECTiON CTTY O�' FOlZT WORTEi STANDARD CONS7'RUCTION SPECIPICATION DOCUMENTS Revised August 21, 2018 2021 B12LDGE REHt1BILITATION CONTRACT 2 Ciry Project No. 103D97 0� 41 00 BID FORM Page 1 of 8 SEC7lON 00 41 00 81D FORM TO: The Purchasing Manager clo: The Purchasing Division 200 Texas Street City of Fort Worth, Texas 76f 02 FOR: 2021 BRIDGE REHABILITATION COl�TRACT 2 City Project No.: 103497 7. Enter fnto Agreemenf The undersigned Bidder proposes and agrees, if this 8id is accepted, fo enter Ento an Agreement witi� City in the form included in the Bidding Documents to perform and furnish a!I Work as specified or indicated in ihe Contract Documents for the Bid Price and within #he Contract Time indicated in this Bid and in accordanc� with the o#her terms and conditions af fhe Confract bocuments. 2. BIDpER Acknowledgements and Certi#ication 2.1. In submifting this Bid, Bidder accepts all of #he terms and conditions of the INVfTATiON TO BI��ERS and INSTRUCTIONS TO BfDDERS, including without limi#ation tF�ose dealing with the disposition of Bid Bond. 2.2. Bidder is aware oi all costs to provide the required insurance, will do so pending contract award, and will pro�ide a valid insurance certificate meeting all requi�ements within 14 days of notification of award. 2.3. Bidder certifies fhat fhis Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not direc#ly or indirectly induced or solicited any other E3idder to submit a false or sham Bid. 2.5. Bicicler has not solicited or induced any incfividual or entity to refrain from bidding. 2.6. 8idder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a, "corrupt practice" means fhe offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a pubiic ofiicial in the bidding process. b. "fraudulent practice" means an inientipnal misrepresentation of facts made (a) to influence the bidding pracess to the detriment o# City (b) ta establish Bid prices at artificial non-cpmpetitive levels, or {c) to deprive City of the benefits of free and open competition. c. "collus+ve practice" means a scheme or arrangement between two or more 8idders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non- competitive levels. CITY OF FOfBf[f 53JIOBJIF00_A2_�t3_00 A3_13_00_43_37_Revised3_Sid_Form-Proposal-Bond_Vendor_Gompliance 2021 BRIDG� REHABILITATION CONTRACT 2 STANDARD CONSTRUCTION SPEGlFICATION DOCUMEN7S CPN 103097 Form Revised 20150821 0o ai ao 61D FQRM Page 2 of 8 d. "coercive prac#ice" means harming or threatening to harm, directly or indirecfly, persans ar their property ta influence their participation in the bidding process or affect the executipn af the Co ntract. 3. Prequalification:OMl'TT�D 4. Time of CompletFor� 4.1. The Work will be camplete fqr Final Accaptance wifhin 150 days after the date when the the Contract Time cornmences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder acce�is the provisions of #he Agreeme�t as to liquidated damages in the event of failure ta cornpEete the Work {andlor achievement of Milestones} within the times specified in the Agreement. 5. Atiached to this Bid The fpllowing dpcuments are attached to and made a part oi this Bid: a. This Sid Form, Section 00 41 00 b. Required Bid Bond, 5ection 00 43 93 issued by a surety meeting the requiremenfs of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section OD �2 43 d. Vendor Compliance ta State Law Non Resident Bidder, Section 00 43 37 e. MWBE Farms (optional at time of bid) f, No# Applicable g. Conflict of [nterest Affidavit, Section 00 35 � 3 �If necessary, C!Q or CIS forms are to be provided directly to City Secretary i�. Any additiona! documents that may be requir�d by Section 12 oi the Instructions fo Bidders 6. 7otal Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the fpllowing bid amount. In the space provided below, please enter th� total bid amount for this project. Only this figure will be read publicly by the Ciky a# the bid opening. fi.2. It is understoocE and agreed by the Bidder ir� signing ti�is proposal that the tatal bid amount entered below is subject to verification andlor modification by multiplying the unit bid prices fpr each pay item by the respective es#imated quantities shown in this proposal and then toialing all of the extended amounfs. Total Bid 7. Bid 5ubmit#al ��o,�oa.00 CITY OF FOl�il MVI0616 FOD 42_43_00 43�13_00_43_37_Ravised3_Bid_Form Proposal Bond_Vendor_Compliance 2021 BRIDGE REHA8ILlTATION CONTHFlGT 2 STANPARD GONSTRUCTION SP�CIFICATiON E]OCUMEIVTS CPN 103097 �orm Revised 2015082i 00 4i 00 BID FORM Page 3 pf 8 This Bid is submitted on A��'i � � � Z�.� � by the entity named beiow. RespeCtfully submitted, � �� By: � } (Printed Name) Title: �iC� ��CJ►d(�e � Company: ��jC �� Address: �lo �� 3� �'u [ess,�C 76v3q 5tate of Incorporation: �/j/ � F Email: �°�(�S�e�r�S1QC��i�G,GO/+7 J Phone: S(� T- r`jd� a 0(1,5� I��I�I�7��1[�7►1 Receipt is acknowledged of the Initial followin Addenda: Addendum iVo. 1:b3' -�,0$� r_ Addendum No. 2: Addendum fVo. 3: Addendum No. 4: Corporate Seal: ��; _ t��Cy !�� ,��e $��►L �� CITYOF FOf8f04MO�F00_42 43 00 43_13 00_43 37_Revised3_8id_Form-Proposal Bond_Vendor Compliance2021 BRI�GE REHA6ILITATION CONTRACT 2 STANDARD CONSTRLICTION SP�CIFICR710N DpGUMEN7S CPN 103097 Farm Revised 20150821 202I BRIBGE REI-IABILITATION CONTRAGT 2, Ciry Project No. 103097 •, oo az aa IIID PROPp$AL -i Page I of2 SECTIDN 00 42 43 PROPOSALFORM Ui��i P�fC� �I� �idder's �p�Olicatien Project Item Infpnnation Bidder s Proposa! Bidlist Item �escripYion TxDOT Spec �nit of ��a Unil Price Bid Value No. Measure Quantity 1 REMOSILIZATION �A 1 $44,000.00 $44,000.00 2 RE]�OVING CONC (CURB) 1�4-6021 LF i0 $22.00 $220.OD 3 EMBANKMENT (FINAL)(ORD COMP)(TY B) 132-6003 CY 32 $50.00 $1,G00.00 4 CURB (TYYE I) 360-6026 LF 1Q $45.00 $450.00 5 CL C CONC (RAIL FOUNDATIOt�f) 420-60G6 CY 3 $1,ODD.OQ $3,000.00 6 CL C CONC (MISC) 420-G074 CY 3 $�,600.00 $10,500.00 7 CQNC STR REPAIR (VERTICAL & OVERHEAD) 429-6007 SF 131 $170.00 $22,27Q.OQ 8 CONC STR RENt1IR (STANDARD) 429-6009 SF 1G $300.00 $4,SOQ.00 9 RIPRAP (CONC) (4 IN) 432-6001 CY 1 $820.OD $820.Q0 10 RIPRAP (STONE COMI+�Ot�!) (DRY) {18 1N) 432-5026 CY 23 $150:00 $3,450.00 11 CLEANIF*IG Ai�fD SEALiNG EXISTING JOINTS 438-6041 LF 153 $35.00 $5,355.00 12 RAIL (HANDRAIL) 450- LF 334 $35.00 $ L 1,b9a.00 13 KAIL{TYT411} 450-6012 LF IS $213.00 $3,L95.00 14 R�TROPIT RAIL (CONC PARAPET)RATL 451-6073 LF 3 $S 10.00 $1,530.00 15 HCAD�R TYP� CXPANSION JQINT 45q-6007 L� 725 $290.OQ $210,250.00 16 EtCMOV� STK (RAIL) 496-6099 LF 33�} $6.00 $2,OD4.00 17 MTL W-i3�AM GD FEN (TIM POST) 540-6001 LF 175 $25.00 $4,375.OD 18 ]vETL Q�AM GD FEN TRANS (TL2) 540-6007 EA 5 $1,200.D0 $6,000.00 19 DOWNSTREAM A�ICHOR TERMINAL SECTION 540-6016 EA 2 $1,500.00 $3,OD0.00 2fl REMOVE METAL BEAM GUARp FENCE 542-6001 LF 519 $5.00 $2,595.00 21 REMOV� TERMIiVAL ANCI-IOR SECTION 542-6002 LP' i $350.00 $350.00 22 GUARDRAIL ENT7 TREATMENT (1NSTALL) 544-G001 �A 2 $3,200.00 $6,900.00 23 GRASH CUS�i ATTEN {1NSTL) 545-6001 CA 1 $22,000.00 $22,000.00 24 REPAIR (S?'EEL RAIL) 776-6041 LF 34 $26.00 $884.04 25 REPLAGE(STEELRAIL) 776-6053 LF 75 $186.00 $i3,950.00 26 CONC CRCK REPR {RQUT AT�ID S�AL) 780-6004 LF 9 $19.32 $173.88 crrY oF r•oRr wox� S7ANDARD CONSTAUCTIOM SPECIFICAT[OQ9 mllOmRORMT313_00_43_]3 00_43_37_Revised3_Bid_Form-Praposa6Bond_Vendor Comyliance2021 BRIDGE REHABQ.IiAT10N C4NTRACT 2, CPN 103097 Farm ReviSed 20120 E 20 2021 BRIDGE REHABIl.1TATION CONTRAC'i' 2, City Project No. ] 0309'1 00 42 43 BI� PROPOSAL K Pa�e 2 of 2 SEC710N OD 42 43 PFZOPOSAL FORM UN1� ��IC� ��D �idcle�'� �►�plic�tion Projeci Item Information $1ddBC'S PCpppShc Bidlist Item Unit of Bid No. Descripiion TxDOT 5pec Unit Price Bid Value Measure Quantity 27 CNC CRACK REPAIR (T�ISCRETE)(SURF SEAL) 7&0-6010 LP 78 $1932 $1,SQ6.46 28 BLAST MISC.ITEMS 7097- EA 10 $500.35 $5,003.50 29 PAINTl�1G MISC ITEMS 7047- EA 10 $500.35 $5,003.50 3D PAVING CONSTRUCTION ALLpWANCE QO 00 00 LS 1 $SO,Q�O.Op $50,000.00 TOTAL BID: $446,675.84 CITY Of FORT WOR3'FI 5TANDARD CONSTRUCTIOM SPEC[AICATIOQO WDO@J10IEAITSM13_00_43_I3_00 43_37_Revised3 ➢id_Fonn-Proposal-Bond_Vendor_Comp]iance2D21 BRIDGE RCHA[31LITATION CONTRACT 2, CPN 103097 Form Revised 20120120 00 43 13 81a BOND Page 6 oi 8 �� 00 �a� �� B]D BOND E��OW �� Y Y6��5� ��S�6V"��: That we, Ragle, Ir�c. , knawn as "Bidder" herein and Fidelity and pe�osit Company of Maryland a corporate surefy duly authorized to do business in the Sta#e of Texas, known as "5urety" herein, are held and firmfy bound unto ihe City of Fort Worth, a municipal carporativn created pursuan# io the faws of 7exas, known as "Gity" herein, in the penal sum of five percent (5%) of �idde�-'s erdaxirnu�rn �it� p�ice, in lawful rnaney of fhe United Sta#es, fo be paid in Fort Warth, Tarrant County, Texas for the payment of which sum well and truly to be made, we bind aurselves, our heirs, executors, administrators, successors ancf assigns, jointly and severally, firmly �y these presents. WB��R�AS, the Principal has submitted a bid or proposal to perfarm Work for the following project designated as 2Q21 BRfDGE RENABfL17ATIOfV GONTRAC7 2 �VOW, '�H�RE�O��, the condif�on of this obligation is such that if ths City shall award the Confract for fhe foregoing project to fhe Principal, and the Prir�cipal shall satisfy all requirements and conditions required for the execution of the Contract and shall enter into the Contract in wriEing with the City i� accordance with the #erru� af such same, then this obligafion shal! be and become nufl and void. If, howe�er, the Principal faifs to execute such Contract in accordance wifh the terms of same or fails to satisfy ali requirements and condi#ivns required for fhe execution of the Contract, this bond shali becorne the property of the City, withoui recourse of fhe Principal and/or Sure#y, noi to exceed the penalty hereof, a�d shall be used to compensate Cify for the difierence between PrincipaPs total bid amount and the next selected bicEder's tota! bid arr�aunt. ��OVI�� FllF6THE�t, that if any legal aciion be fiied on this Bond, �enue shalf lie in Tarrant County, Texas or the United States District CourE for the NvrtF�ern District of Texas, Fort Worth Division. IN Wlif��SS Wh1�F��0�, fhe Principal and the 5urety have SfGNED and SEALED this instrumenf by duiy authorized ager�ts and officers on fhis the 25th day af March , 2D21. PRIfVCIPA�.: Ra fe, Inc. BY: ATT�ST: Witness as to Principal Sign - F�� ! -==- � --�- �' ` ` � I�ne anafiitie i CITY OF FOR7 WORTH STAN�AR� CONSTRUCTION SPECIFICATION DDCUMEMTS Form Revised 20�71109 2021 BRIDC3E REiiABILiTA710N CONTRACT 2, CPN i03097 aa as as gio gotio Page 7 of S Address: PO Box 4�� Newburc�h. !EV 47629-0444 Witn ss as to S ety Attach Power of Attorney (5urety) #or Attorney-in-Facf SURETY: Fidelify and Depasif Company of Maryland 8Y: - Signature Debra Hut#s. Aftorney-in-Fact Name and Ti#le Address: 1299 �urich Wav, 5th Floor Schaumburg, IL 60196-1056 , Tefephone Number: 317-753-3078 *Note: ff signed by ar� officer of fhe Surety Company, fhere must be on file a certified exfract from the by laws shawing that this person F�as authority to sign such obfigation. If Surety's physical address is differenf from �ts mailing address, both must i�e provided. The date of the bond shall not be �rior to fhe date the Cantract is award�d. END QF SEC'I'ION C1TY OF FORT WORTH STAN�AR� CONSTRUGTIQN SPECIFICATfON ClOCl1MENTS Farm Revised 201�1109 202i BRIDGE REHABILIiAT143J CO3�JTRACT 2, CPN ip3097 �X`T��,�� ROtl� �Ya�A�fS O�'T�9� �OM�,4A1l�S "Artic9e V, Section 8, Attoinevsan-Fact. The Chief Executive Offcer, the President, or any �xecutive Vice President or Vice President �nay, by written instrument under thc aftested corporate seal, a�point attorneys-in-fact with autharity to execute bonds, policies, recognizances, �ti�li�2tiCri5� LlI1L�BPGa�C11Ig5� Dl' atal�. �1�wC Ill"a�CU111ClltS OA t7e�13]f C� ��1�+ 4OITI��PSys a11C� I17S}r &U�f10I1Z� 3IIj� O�CCR O� SF131 SilCil attoniey-in-fact to affix the corparate seal thereto; and inay wifh or without cause modify of revoke any such appointn�ent or autl�ority at any time." - . CEI�TEFICAT'� T, the undersigned, Vice President af the ZURIGH AME�ICAN INSURATTCE COMPANY, the COI,ONIAL AM�AICAN CASUALTY AND SURETY COMPANY, and the FTDELITY AND D�POSIT COMPANY OF MARYL.AND, do hereby certify t�tat ihe foregoing Power of Attorney is still i�a full force and effect on t�ie cEate of this certificate; and T cio fiix-ther certify that Article V, Section 8, of tlte By-Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimite und�r and by authority of the following resolution of the Board of Directors of the ZUCtICH AMERICAN INSURANC� COMPANY at a meefiing duly called and held on the 15th day oi December 1998. RESOLVED: "That the sigiiature of#he Presideut or a Vice President and El�e attesting signahue oia Secretary or an Assista�t Secrerary and the Seal of #he Con�pany may be af�xed by facsimile on any Power of Attorney...Any such Power or any ceiiificate tl�ereof bearing such facsimile signature and seal shall be valid and binding on the Coznpany." This Fower of Attorney and Certificate may be signed by facsi�niEe iEE�der and by autharity af the foliowing resolution of the Board of Directors of the COLONTAL AMERICAN CASLFAI�TY AND SURETY COMPANY at a meetii�g duly ca�led aad held on the 5th day of May, 1994, and the following resolution pf tl�e Board of Direciors of tiie FIDELITY AND DEPpSIT COMPANY QF MARYLAND at a �neeting duly called and held on the I Oth day of May, 1990. RESOLVED: "Thai the facsimile or mecha�aieally reproduced sea� pf the coxnpany ar�d facsi�nile ar nzecIaanicalEy x-eproduced signature of aray Vice-President, �Secretary, oi� Assistant Secretary of the Company, whether �nacie heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, slsa[1 be valid and binding upon the Company with tlie same force and effect as though manually affixed. IN T�TIMONY W�ERE F, I have ��ereuuto s�ibscribed n�y nlnxe and affixed the corporate se�ls of the saia Con�panies, this�� day of �' , � . .tno 0{fagrJ � f�o � �: +''°"^�° = mp P f . c ��+ 3 � � � � � '� � � a-„ �Ih ��lc� � �� Michae] C. �'ay, Vice President 'TO RIEPORT A CLA�M WI�`H REG��2Il '�'O A�U1�ETY BOND, PLEASE SUBMIT A COIVIPLETE UE�CRIPTION OF T�IE CLA.�M �I�CLUDI�IG 'I'�IE PRINCIPAL ON THE BO1�Tll, THE BOND NUM�EA, E1ND YOUR CON'I'ACT II�TFORMATION TO: Zurich Su��ety Claims 1299 Zurich Way Schaurnburg,IL 60196-1056 www.repolts�Claitns n,zu�'zCl�na.com 800-626-4577 �TJRiCH AiVI�RICAN INSURANC� COMPANI' COLONIAL AMERICAN CASUAI.'�'Y AND SURETY COMPANY I'IDELITY AND DEPOSIT COMPANY O.F MAgYi AND �OW�R OI' ATTORNEY KNOW ALL M�N BY TIIESE PRESENTS: That the ZURTCH AMERIC�N INSURANCE COMPANY, a corporation of'the State of New York, the COLON[AL AMECtTCAN CASUALTY A,ND SURETY CdMPANY, a corporation of tlie State of Illinois, and the I'IAT'I.,I'I'Y AND DEP�SIT COMPANY OI' MARYT,AlVD a cor�oration af the State of Illinois {hetein collectively called the "Companies"), by Rabert D. Murray, Vice Presic�ent, i�; pursuance of authority gra�ited by Arti.cle �� ection 8, of the By-Laws ofi said Corrapar:ies, whEc13 are sct forth oh the reverse side hereof and are hereby certified to lw in full fox�ce ancf effect ou the date hereof, do �creb� nominate, canstitaite, and appoix�i Debra HUTTS, Thomas G. WOODA501V and Amy EL. FREDERICK, �ii pf'Terre Haute, Indian�t, its true and lawful agent and AttQrney-in-Fact, to make, execute, seal and deliver, for, and on its behalf as surety, and as its act and deed: anv and all bonds and �ndertakings, and ttie execution of such bonds or underEakings in pwrsuanee uf t3i�se presents, shal[ be as biuding upon said Companies, as fully and amply, to alI intents and purposes, as if they had been duly executed and aclrnowledged by the regularly elecied officers of [he ZURICI-I AMERiCAN INSURANC� �OMPANY at its office in New York, New York.., tli� regularly eleeted officers of the COLONIAL AMERICAN CASUALTY AND SURE'T'Y COMPANY at its of�ce in dwings MiEls, 1Vlaryland., and the reg�Elarly elected officers of the FIDELITY AND DEPQSIT CdMPANY OF MARYLAI�lD at its of�ce in Owinbs Mills, Maryland., in tlieir own propex perso��s. The said Vice President does hereby c�rtify that the exlract set foxth on tl�e reverse sid� hereaf is a true copy of Articic V, Section S, of the By-Laws oFsaid Companies, and is now in force. IN WITTIESS WHEIZEOF, the said Vice-Px�esident t�as E�ereuntb subscribed hislher naines and af�xed the �orporate 5ea�s oL Che said ZUR'ICH AM�RI�AN ANSLJRANCE COMPAIVY, COL�I�IAL AAIER�CAIV CASLT�LTY AND SURETY COMPANY, and FID�LITY A1�TD DEPOSI'� COMPANY �I' MARYLANB, diis I Oth day of .Tannary, A.D. 2020. a� °��°s� � � � .�'P.�c``4. " � �� q �� M � fy�:$ � ltii 4.� � 6 f ".G--�`� _-_LL �p By: Rnbert D. Murray Yice President �-- t �°_��':'cx•�c'�� ;��f�'�f:r�._�._- By: DaVvrr &'. firotivn Sec�retciry Sfate ofMaryland County o#' Baltimore ATTEST: ZLTRICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AlV� SiJR�.TI' COMPANY FIDELTTY AllD DEPOSIT COIVIPAIYY QF MAI2YLAND On this 10th day of .lanuary, tl.D. 2020, hefore thc suhscriber, a Notary Public of the Statc of Maryland, duly commissioned and qualifiad, Rohcrt D. Murray, 'Vfce 1'resident antl Darvn E. Brown, Secretary of the Comp�nies, lo me personally known to be the individuals and officeas described in and who executed flze p[cceding instcument, and acknowledged ihe execution of saine, and being Uy me cEuly swoni, deposeth and saitl�, that lielshe is the said ufficer of thc Company aforesaid, a��d that the seals affixed to the preceding inst�vnteizt arc the Corporate Seals of said Companies, and El�at thc said Corporate Seals and the si�nature as such officer were duly aifixed and suUscriUcd lo the said instrument by the authoriLy and directivn of the said Corporations. IN TE5TIMONY WHEIZEOF, l have l�ereunto set my hand aud afGxed my Official Sea� the day and yeax ftrst aUove written, �S��tiF3�i[iFf�r t} �,°.y.!t:.�`r,,yfs z �'�:; '��:[�'-.-' ' W "�.}_ �yj�•,,,� 3°. �t�<��'t�iiiriY� l.; �71}ii�Fsi��i� �:�.� ,�iw,� C�, . � Constance A. Dunn, �T.otary Public Ivty Camm'sssion Expires: Jiily 4, 2D23 0o as s� VEN60R COMPLIANCE TO STATE LAW Page 8 ot 8 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RE5IDENT Bi�D�R Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This faw provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principai place of business are outside the State of T�xas) bid projecis far construction, impravements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the 5tate which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by alf nonresident bidders in order for your bid ta meet specifications. The faifure of nonresident bidders to do so wifl automatically clisqualify that bidder. Resident bidders must check the bax in Sectian B. A. Nonresident bidders in the 5tate of �;��1e t��rvr f��er�x , c�ur principal place of business, are required to be �'., f;�rf=y percent lower than resident bidders by State Law. A copy of #he statute is attached. Nonresident bidders in the State of S�ate ��re �r dl�r�h , our princ+pal place of business, are rtot required to underbid resident bidders. B. The principal place of busin�ss of ur company or our parent company or majority awner is in the State of Texas. � BIDDER: �d �� G, g END OF SECTION 8,,: �r�oj/ �a�� -- � ��_ r�ti�: 1/� bate: [�y '_ �� `_ ��.. � CIT60C�R �R(fi7�NQR�I 00_43_13_00_43 37_Revised3_Bid_�orm-Propnsal Bond_VendorrnCompliance2021 BRfDGE REHABI�ITATION CONTRACT 2, CPN STANDARD CONSTRUCTION SPECIFICATION DdCUMENTS iD3097 Form Revised 20110827 00 45 12 - 1 PREQUALIFICATION STATEMENT Pagc 1 vf 1 2 3 4 S 6 SECTION 00 �151� PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/ar subcontractors whom they intend to utilize for the znajor work type(s) listed. Major Work Type Contractor/Subcontractor Company Name Preyualification Ex iration Date Not A licable Not A Iicable Not A licable 7 8 9 10 11 12 13 14 15 16 17 1$ 19 zo 21 22 23 24 25 26 The undersigned hereby certifies tlaat the contractors and/or subcontractors described in the table above are currently prequalified �or the wor�C types listed. BIDDER: �n� • . Comp �o � 1130 Address 6d City/State/Zip By: � _ �q��. (Pleas �rint) � .� _ -s 5ignature: , Title: Y r C,@ 1" r�S/ dt'v� � (Please Print) Date: t��% �� / T END OF SECTION C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2021 BRI�GE REHAIIiL,TCATION CONTRACI' 2 Cily Froject No. 143097 00 45 26 - 1 CONTRACTOR COMPLiANCE WITH WORKER'S COMPSNSATION LAW Page 1 of 1 1 SECTION 00 4� �6 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPEIV�ATION LAW 3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contracior certiFi�s that it 4 provides worker's compensation insurance caverage far all of iis employees employed on City 5 Project No. 103097 Contractor further certifies that, pursuant to Texas Labor Code, Section 6 406.096(b), as amended, it will provide to City its subcontractor's certificates of cornpIiance with 7 worker's compensation coverage. S 9 CONTRACTOR: �o j �� f� By: a 12 Comp ny (Please rint} 13 r �`� = � ' 14 ��Z( l��! _ Sigr�ature: ~� � � 15 Address 16 � 17 c.� 1 esf ,�43 Title: �, i'� %�fC�i(�pvt �' 18 City/State/Zip (Please Print) 19 20 21 THE STATE OF TEXAS 22 23 COITNTY OF TARR.ANT 24 § 25 BEFORE ME, ti�e undersigned authority, on this day personally appeared 26 , known tq rne to be the person whose name is 27 subscri ed to t e foregoin �nstrument, and acknowledged Yo me thai he/she executed the same as 28 the act and deed of Qa @, n�� for the purposes and 29 consideration therein expresse and in ti�e capacity therein stated. 30 31 32 33 34 35 36 GIVEN i_TNDER MY HAND AND SEAL OF OFFICE this � 3� day of _�, 20�[. f.�G+��1. /i��"�iC/` Natary Public in and for the State of Texas 37 �Il _ '��:; CADE �UIN1`�N kiLAKE �I , r Notary Pubtic, Stst� of Texas 38 END OF SECTION - �= Comm. �xp;rea Ot-22-2025 . � '�•�!i,°F��`•`` Notary ID 7328�3�87 39 C1TY OF FQRT WORTH 2O21 BRIDGE REHABILITATION CONTRAC`I' 2 STANDARD CONSTRLFCTION SPECIFiCATION DOCUMENTS City Project No. 103097 Revised 7uly 1, 2011 004540-1 Business Equity Qrdinance Spec�fications Page 1 of 2 1 SECTION 00 45 40 2 TEMPORARY REVISION (COVID�19) 3 Busfness Equity Specifications 4 APPLICATION OF POLICY 5 If the total dollar value of the contract is greaier than $l OQ,Q04, then a Business Equity goal is applicable. 6 A Business Equity Firrns refers to cerii�ed Minority-, and/ar Wo�ezt-, awned Susiness En�erprises 7 {M/WSE). 8 9 POLICY STATEMENT 10 It is the polzcy of the City of Fari Worth io ensure the full and equitable participation of Business Equity 11 Firms when applicable, in the procurement of all goods and services. All requirezz�ents at�d regulations 12 stated in the City's current Business Equity Ordinance No.24534-11-2020 apply to this bid. 13 l4 MBE PROJECT GOALS 15 The City's MIWBE goal on ihis project is 14% of the total bid vaiue of the contract (Base bid applies to 16 Parlcs and Commuraity Services). 17 18 COMPLYANCE TO BID SPECIFICATIONS I9 On City contracts $100,Q00 or more where a Business Equity Goal is applied, offerors are required tQ 20 comply with the intent of the City's Business Equity Ordinance by meeting or exceeding the above stated 21 goal through one oi the folIowing methods: 1. B�siness �quiiy subcontracting pa�rticipatio�, or; �. 22 Cammercial useful function services perforrned by the S�rsiness Eqr�ify P�rime to eount towards the 23 goal, or; 3. Combirtatia� of Business Equity Prime �ex�vices and Business Equity snbcontracting 24 participation, or; 4. Business Equity J4int Venture participation, or; 5. Good Faith Effort 25 c�ocumentation, or; 6. Prime Waiver documentation. 26 27 SUSMITTAL OF REQi7IRED DOCUMENTATION 28 The Utillzation Plan shall be due at the time specified in tihe s�licitiatio�. T}�e applicable docuiments must 29 be received by the Furchasing Division, within the #ime alIocated, in order for t[�e entire bid to be 30 considered ;responsive ta the specifications. The offerer shalI EMA,IL, th� Business Equity documentation 31 to the assigned City of Fort Worth Project Manager or Department Designee. Documents are to be 32 received no later than 2:00 p.m., on the second City husiness day after the bid opening date, 33 exclusive of ihe bid apening daie. A iaxed copv wil� not be acceuted. 34 35 The Offeror zz�ust subznit ane of the fallowing documentation: 36 1. Utilization Form, if tt�e goal is met or exceeded, 37 2. Good Faitl� Effort Form and Utilization Form, incIuding supporting documentation, if 38 partiicipation is less than stated goal, ar no Business Equity pat�icipation is accampIished, 39 3. Prime Contractor Waiver Form, including supporting documentation, if the Offeror will perform 44 all subcontracting/supplier opportunities, 41 4. Joint Ventare Form, if goal is met or exceeded with a Joint Venture. 42 These forms can be found on-�ine at: 43 Business Equity Utilization Far�n 44 https://ap�s.fortworthtexas. ov�/ProjectResources/ResourcesP/60%20- 45 %20MWSE/NEW%20Business%20Ec�uiYv%200rdina�ceBusiness%20Ec��ity%20Uiilizatian%20Form. 46 �df 47 48 Business Equity Prime Contractor Waiver Form CITY OF FORT WORT�I 2021 BRIDGE �Z��Il1�STLiTr#ITO%I CONTRACT 2 STANDAKD CONSTRUCTION SPECIFICATION DOCUMEI�TS CITY PRQ.TECT Ni.JMBER 103097 Revised January 5, 2021 004540-2 Business Lquity Ordinance Specifications Page 2 of 2 1 hrips:l/ap�s.fortworthtexas.�ov/ProjectResources/ResaurcesP/60%20- 2 %20MWBE/NEW%20Business%20E uit %200rdinancelBUsiness%20E uit %20Prime°/o20Contractor 3 %20Waivex.pdf 4 5 Busin�ss Equity Good Faith Effort Form 6 https://a�ps.fortwarthtexas. og v/ProjectR�sources/R.esourcesP/S0%20- 7 %20MWBE/NEW%20Business%20Equity°/4200rdinance/Business%20Equity%20Good%20Faith%20Ef 8 fort%20Form.pdf 9 10 Buszness Equity Joint Venture Form 11 h�tps://a�s.fortworthtexas. o� vlProjectResources/ResourcesP/b0%20- 12 %20MWBE/NEW%20Business%20Equity%200rdinanceBusiness%2QEquify%20Joint°/o20Venture.pdf 13 14 15 lb 17 18 in �� 20 21 22 23 24 FAILURE TO COMPLY WITH TFIE CITY'S BU5INE5S EQUCTY ORDINANCE WILL RESULT �N THE BID BETNG C�NSIDERED �ON-RESONSIVE TO SPECI�'[CATiONS. FAILURE TO SUBMIT TH� REQUIRED BUSINESS EQUT�Y DOCUMENTA'��N W.ILL, RESi7LT IN TH� BID BEING CONSIDERED NON-RESPONS�V�. A SECOND k'AILURE WILL RESULT IN THE �FFEROR B�ING DISQUALIFIED FOR A P�RTOD OF ONE Y�AR. THRE� FAILURES IN A�'IVE Y��ic ie�i{ii�u Wii,i, i�S�Ti,i ii� A viSitilAi�iNii.Aiii�r�T r�.icii�u v� Ti-iicr.�, iC�,An�. Any Questions, Please Contact The Bus��tess Equity Division at (81�) 392-26i4. END OF SECTTON C1TY OF FORT WORTII STANDARI} CONSTRiJCTION SPECIFICATION ]�OCUMENTS Revised January 5, 2021 2021 BR1DCrE REIiP�3ILI1'AITON CON�'RAC� 2 CIT�C PItOJECT NUMBER 103[397 005243-1 Agreemen# Page 1 of 5 SECTION 00 5� 43 . : ►�I ► THIS AGREEMENT, authorized on June 8, 2021 is made ]�y and betvween the City of Forth Worth, a T�xas home rule nriunicipality, act�ing by and through its duly authorized City Manager, ("City"}, and Ra�le, Inc., authorized to do business in Texas, acting by anc� through its duiy authorized representative, ("Contractor"). City and Contractor, in consideration of the inutual cavenanis hereinafter set forth, agree as foilows: Article 1. WORK Contractor shall complete alI Work as specified or indicated in the Contract Documents for the Project identifiied herein. Artic�e 2. PROJECT The project for which the Wor� under the Contract Documents rnay be the vvhole or anly a part is ge�erally described as follows: 2021 BRIDGE REIIABLITATION CONTRACT 2 CITY PROJECT Ni.J1VIBEIZ 103097 Article 3. C�NTRACT PRICE City agrees to pay Contractor �or performance of ihe Work in accordanca with the Contract Documents an aznounf, in c�rrrent �unds, of FOiTR Hi]NDRED FORTYSIX THOUSAND, SIX IILJNDRED �EVENTY-FIVE and 8�/l0U DoIlars ($446,b�5.84). Article 4, CONTRACT TIME 4.1 Final Acceptance. The Work will be complete for Final Acceptance within150 days after the date when the Contract Time commences to run, as p:rovided in �aragraph 2.03 af the Generai Conditions, plus any extension thereof allowed in accordance with Article 12 of the General Conditions. 4.2 Liquidated Damages Contractor recognizes that time is of the essence for conapletion of Milestones, if any, a�€d to achieve Fina1 Acceptance of the Work and City will suffer finar�cial loss if the Work is not completed within the time(s) specified in Paragraph 4.1 above. The Contractor alsa recognizes the de�ays, e�pense and dif�cUlties involved in proving in a Iega1 proceeding, the actual loss suffered by the City if the Work is not completed on time. Accordingly, instead of requirzng any such proof, Contractor agrees ihat as iiquidated damages for deIay (but not as a penaity}, Contractor shall pay City Six Hundred Fifiy Dollars ($650.00} for each day ihat expires after the tinae speci�ed in Paragrap�a 4.1 f�r Final Acceptance until the City issues the Final Letter of Acceptance. Article 5. CONTRACT DOCUMENTS S.1 CONTENTS: A. The Contract Doc�aments which comprise the entire agreement between City and Contractor concerning the Work consist oithe following: CITY OF FORT WORTH 2Q21 B1tCDG� 1tET-TABTLTTATTOI�I CONTRACT 2 S'1'ANDAItD CONSTfZUCTION SPEGIFICATIOIV DOCEIMENTS CIT'Y PROJECT NO. 103097 Reviscd 09/Q6/2019 005243-2 Agreement Page 2 of 5 1. This Ageement. 2. Attachments to this Agreement: a. Bid Form 1} Proposal Forna 2) Vendor Compliance to State Law Non-Resident Bidder 3) Prequalification Statement 4) State and Federal documents (project specific) b. Current Prevailing Wage Rate Table c. Insurance ACORD Form(s) d. Payment Bond e. Performance Band £ Maintenance Bond g. Power of Attorney for ihe Bonds k�. Wor�Cer's Compensation Affidavit i. MBE and/or SBE Utilization Form 3. GeneraI Conditions. 4. Supplementary Condiiions. Speci�cations specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by re%rence and described in the Table of Contents of t�e Project's Contract Dacuments. 6. Drawings. 7. Addenda. $. Doc�zmentation submitt�d by Confractor prior to Notice of Award. 9. The fallovving vvhich may be deiivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated �art of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. Article 6. INDEMN�FiCATTON 6.1 Contractor covenants and agrees to iYidetrenify, hold harrnless and defend, at ifs own expense, the city, its officers, servants and empIoyees, from ana against any and all claims arising out of, or alleged to arise aut of, t�e wor� a�td serv'rces io be performed �� the cantractor, iis officers, agents, employees, subcontractors, Iicenses or invitees �nder this contract. This indemni�cation provision is snecificaliv intended to operate and be effective even R� it is aEle�ed, or praven that all or some of the damages being sau�ht were caased, in whole or in part, bY any act, omission or ne�li�ence_of the city. This iudemnity provision is intended to inclnde, withaut limitafion, indemnity for casts, expe�ses and Iegal fees incurred by the city in defending agains� such claims and causes of actians. CITY OF FQRT WOR'I'H 2O2I BRIDGE RE�-IAC3TT,Ti'ATTON COIVTKACT 2 STAtVDARD CONSTRUCI'ION SPECIFICATION AOCUME�ITS CITI' P1207ECT NO. I03097 Revised 09/Ob/2019 00 52 43 - 3 Agreement Page 3 of 5 6.2 Contrac#or covenan�s and agrees to inde�nify and �told harmless, ai its own expense, the city, its officers, servants and em�loyees, from and aga�nst any and alI loss, damage or destruction of property of the city, arising out o�, oar aIleged to arise out of, the work and services to be perforrned by the contractor, its offcers, agents, employees, subcontractors, licensees or invitees uRder �his contract. This indemni�tation rovision is s ecificail intended to o erate a�d be effective even if it is alle ed or proven that all or some of the damages being sou�ht were caused, in whole or in part, bv any act, omission ar neeli�ence of t�e citv. ArticIe 7, MISCELLANEOUS 7.1 Terms. Terms used in this Agreement which are defined in Article J. of fhe Ge�eral Canditions wi11 haue the mea�nings indicated in the General Conditions. 7.2 Assignment of Cor�tract. This Agreennent, including aIl of the Contract Documents may not be assigned by the Contractor without the advanced express written consent ofi the City. 73 Successors and Assigns. City and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, in respect to all covenants, ageements and obligations contained in the Contract Documents. 7.4 Severability. Any �rovision or part of the Contract Documents held to be unconstitutional, void o;r unenforceable by a court of competent jurisdiction s�aall be deemed stricken, and all rernaining provisians shall continue to be valid and binding upon CITY and CONTRACTOA. 7.5 Governing Law and Venue. This Agreement, including alI of the Coz�tract Documents is performable in the �tate of Texas. Venue shaIl be Tarranti County, Texas, or the United States District Court %r the Northern District of Texas, Fort Worth Division. 7.6 Autharity to 5ign. Contractor shall attach evidence of authority to sign A�-eement if signed by someone other than the duly aut�orized signatoty of the Contractor. 7.7 Prohi6ition On ContracYs With Companies Boycottmg Isz'ael. Contractor acknowledges that in accordance with Chapter 2270 of #he Texas Govemment Code, the City is prohibited from entering into a contract with a company for goods or services unless the contract contains a written veri�catipn f�•om the company that it: {1} does not boycott Israel; and {2) will not boycot� Israel during the term af the cantract. ,'� ��`L��ii�i]:��aTL�J.[�i� STANDAI2D CONS"i'RUCTIQN SPECIFTCATTON DaCUMENTS Revised 09/06f2019 2021 BRiDGE REi-IAI3ILITATiON CONTRACT 2 CU011%�:i�]1�C�1if�\(i�[I�IIL'Y7 00 52 43 - 4 Agreement Page 4 of 5 The tex'nas "boycott israel" and "company" shall have the ineanings ascribed to those terms in Section 808.001 af the Te�as Governme�t Code. By signing tlais contrrrct� COit�YQCLOY certifies that COttfiflClDi'S signature provides writte� verificrrtion to the City thr�t Contrcrctor: {I) does not boycott Isrr�el; and (2) wil� not boycott Israel during the term nf the cantrr�ct. 7.8 Irnrxzzgrat�on Nationality Act. Contractor shall verify the identity and employment eligibility of its employees who perform work under this Agreement, including completing the Employment Eligibility Veri�catian Form (I-9). Upon request by City, Contractor shaIl provide City with copies o� all I-9 fonns and supporting eligibility documentation for each ernployee who pex�ox't�s work under this Agreez�aent. Contractor shall adhere ta all Federal and State Iaws as well as establish appropriate procedures and confirols so that no services will be perfarmed by any Contractor employ�e who is not �egally eligible to perfarm such services. CONTRACT�R SHALL 1NDEMNIFY CITY AND HOLD CITY 1IARAZI,ESS FROM ANY PENALT�ES, LIASILITIES, OR LOSSES DUE TO VIOLATrONS OF TffiS PARAGRAI'H BY CONTRACTOR, CONTRACTOR'S EMPLQYEES, SUBCONTRACT�RS, AGENTS, OR LYCENSEES. City, upon written notice to Contractor, shall have the rig�t to iz�atnediately tex�nni�aie this Agreement for violations of this provision by Contractor. 7.9 No Third-Party Beneficiaries. This Agreement gives no rights or benefits to anyone other than the City and �he Contractor and there are no third-pariy beneficiaries. 7.10 No Cause of Action Against Engineer. Contractor, its subcontractors and equipment and materials suppliers on ihe PROJECT or i�eir sureties, shall maintain no direct action agarnst the Engineer, its officers, employees, and subcontractars, for any clairn arising out of, in connection with, or resulttng from the engineering services performed. O�ly the City will be ihe beneficiary of any undertaking by t�ae Engineer. The presence or duties of the Engineer's personnel at a construction site, whether as on-site representatives or otherwise, do not make the Engit�eer or its personnel in any way responsible for those duties that belong to the Cify and/or ihe City's construction cantraciors or other entities, and do not relieve the construction contractors or any other entity oi fiheir obligations, duiies, a�d responsibilities, including, but not lzmited to, all construction rnethods, means, techniques, sequences, and procedures nec�ssary for coordinating and completing all portions of the const�'uction work i� accordance with the Coniract Docuzne�ts and any healti� or safety precautions required by such constrt�ction work. The Engineer and its personnel have no authority to exercise any control over any construction cont�actar oz' other entity or their employees in connection with their work or any health or safety �recaUtions. SIGNATURE PAGE TO FOLLOW Ci1T�11'(�].�.�C�]i71.IVJL�1[�IIL�I STf�11�AI2I] CONSTRUGT�ON SP�CIPTCATION DOCi.TMENTS Kevised 09/06/2019 2021 BRIDGE RElIAB1LITATION CONTRACT 2 CITY PROJECT NO. 103097 i�;} ,_� .I k , � _��7::�n4 ��r � .E� : IN lhil'�'N��S WlI1;TtI�nJ� f`ity tiilrl ['h�►t�•��t,E�,�• f�:j�,� F-�zrE, exec:��E��cf Ihi� A�;�'e«s��M,+ C� �r�. G�CCiIVC Q1S L)I� i}3C' (�iliB SIEI]SCCI��CCI IlV fllG (.�I�y'�S :1�?S1�i321ECC� ASSISI�IIIt Cll� I1/�lillA�Bi �`��.��L`IIV� UfltF"�. ► '.�nt�'a.:ta� : Ra�le. lil. , �y. � �. 5i�nat� _ f_ � � . Pi•�t�d aczie) _ i ,�-� ' S• . _ _ __ _! . . ' . . _-._._ � ! I'� cc �'�1 Y�f'X � ��Q f�(�(�I'CSS -- • •_ - -- — --- - �:ulcss> "I"ex�s 7G039 Clty c�� n�'t Wnrt�t �y' �, � •� �sana E3u�idof't qs.e:sta��yt C:ity a��ager e �.� _��2�� <<. -'�t�f-�f' � � n` , +! 1 - 'v _ —.__ _ _ — .�.�.. _ � _.. Ronald P. Gonzalks ActingCitySecretary p � _�_ .. ----- --_... ..._..� .� — u.. - - -- - - -- CitylStafelZi�� n�� f:#'!'Y OF FORT WOR'I'�l S'iANbAtib t;p3VSTRUC'1"fOIV SNEt:IFICA'flfSN C3Q3Cl1ME1�'iS Ideviscd �'b��019 �Sevl) ��c: o�-) �D?�� i�Hc�: �._��.� _.��. i'o��m I 7.�JS Nn.: 2�21-'1��7 f S G ,! �' =� •�• ,��--�- '` e �;`. � �.`�� . s : �� •� �,.''��'.°�� `� at '�. �.-� �`�� "� � , ��.�,�� ,�`.� C'U��t�•r►ct Cc��Epliak�r.c M�i�t��;r�•: �y s�g�iii��;, I ac{t��c�wl�c�gc tl�f�l I�r�i tiz� pei�sc�o i�es�sai�siblc far ilse �nanitoi•ir�g �r�d tlLlittlfllS��t1Q1� ��YIiiS C�t�If'ACf, incl��ding citst�ri[�� aL� perfornta��ce and reportir�g tequire�nents. %/6�1� /l'�%'!�9 1'ariqullsl��n - — Projact !1+�aiay�et� Appro�e�# �s tn Porzn ar_d Legality: � _. � _ _ _ _._..._._ _ _.,.�.., I3auglas �V. �3lack S�. Assistant City hitnrneS AA R VA[��C4� D � : :� '�" - - �� - _ William Ja��nson, Di tnr i'r�nsp��takion � Y tic V4�or�Zs L1epa��men�_ _ ?A� 1 RFCID�,r td�13.'!�ltr:! �'�4[�i� r-�riY i� w�'�� '11'�'r' �`[: �mi , a1�'�,� � � �C Boncf Number 9376771 00 Gl 13 - 1 i'ERFORMANCE BOND Page 1 of2 2 3 4 5 6 7 8 9 10 li 12 13 �4 15 16 17 18 I9 20 21 22 23 24 25 26 27 28 29 3n SECTION 00 61 13 PER�`ORMANC� BOND TH� �TAT� OF TEXA.S � § KNOW ALL BY THESE YR��NTS: �OUNTY Or TA.RI�AIlTT § That we, Ra le, Inc., known as "Principal" he�•ein and Colonial American Casuafty and Surety Company 1 Fidelit� and DP ns' (:nmp�y of Marvlan�l_ _.. .._.._.__, a�orporate surety(sureties, if�ore than ot�e) duly at�thorized to do business in the �tate of Texas, knovtm as "Surety" harein (whether ono or more), are. held and fir�nly bound unta the City of I'ort Worth, a t�nu��iczpal carporation created pursuaa�� to tile laws o�'I'exas, k�iown as "City" he�•ern, in the penal sum of, FOUR �IUNDREll FORTXS� THOUSAND SIX HUNDRED SEVENTY-FIVE AND 84/100 D4LLARS (�446,6�5.84), l�wfi�l maney oithe United Stat.es, to be paid zn T`ort Worth, Tan-a.r�t Coun�y, Texas i'or the payment of whlch sum well and truly to be mac�e, we bind ourselves, our heirs, executors, adminis�ators, successors and assigns, joir��ly anc� severaily, �rmly by these presents. V4'��EREAS, the Frincipal has e�ztered in1:o a ce.rtaiii written contract wi�Yi the City awarded �he 8th day af June, 2021, which Co�tract is lze�reby �•aferred to and rnade a part �ereoi for all puzposes as if fulty set fot�t� herein, to iur�ish all tx�aterials, ec�uipment labor and othe� accessories clefned by law, in the prasecuiion of the Work, including any Change Orders, as pravided %r in said Contract ciesignated as 2021. BRIDGE R�HABILITAT�ON �ONTRACT 2, City 1'rojectNa. 10�097. NOW, THEREFURE, the conditioil af this obligatian is such Lhat if ihe said Principal �i�all �azthfuily perfo��m it ai�lzgations un�er the Conf�ac! anc3 shall in all respects duly an.d Faithfully perFoz-m the �ark, inctudii�g Change orders, �nder the Coniract, accord�ng tn the plans, specifications, and cont�act cioc�iments therein re�'ex-red ta, and as well dw�ing az�y p�riod oi ex.tension aithe Cantract tha.t na�y b� granted on the part of t�e City, �h�n this obligatio�i shali be and become �ull and void, otherwise fia remain ii� :Fuii f�rce and �ff-ect. PROV�DED FURTHER, that if a�ay 1ega1 action be f 1ed on this BQnd, ven�ie shall lie in Tazra�at Couniy, Texas or the U�iied States Distz•ict Court for the Noy�h�rn District of Texas, I�ort Wort� Divisior�. CITY OF FORT WQR7'H S'I'ANDARD CONSTRUCTIOI�I SPECIPICATIpN QQGUM�NTS Revised July E, 2411 2021 BRZDGE i2EFIABIT,ITAT�OI�€ CONTREICT 2 CTTY PR03ECT NQ, ] 4�097 00 51 I3 - 2 PERFORMFINC� BOND Page 2 of 2 7 Thzs bond is tnade and e�ecu�ed in cam�liance wiih the provisions of C�dpter 2253 of the 2 Texas Government Cqde, as amended, ar�d a1I lilbilities on ti�is bo��d shall �e deter�nined an 3 accordance with the protiJisXons o�said statue. 4 IN WZTNE�S WHEREQF, the Principal and ihE Surety have SIGNED and S�ALED 5 tt�is insttument by duly authariz�d agents and officers on tl�is the 14th ciay of June 6 , 20 21 . 7 S PRINCIPAL: Ra�le Inc. 9 10 �1 I2 13 ATTE T: i4 1 � I�6 (Fr� ' al} 17 18 19 20 21 22 23 24 25 26 z� zs 29 30 31 32 33 34 35 36 37 38 34 40 , _ x - . " � �3Y: '_ . Si�aj� � { �r� � r�- �, y� Narne and itic Address: PO Bax 1130 Euless, 7'exas 7G039 e s as to Princ.i��l SURETY: Colonia! American Casualty and Surety Campany 1 Fideiity and Deposit Co�npany of Maryland I3Y: � Signatura Debra Hutts, Attorney-in-Fact Nam� and Title ��IS/ �"/�� l! '� f,��1� � Address: � 299 Zurich Way, 5#h F�oor c aum urg, 6 Telephone Nuznber: 317-753-3078 41 �Note; If signeci by an officer of the St�rety Cainpany, thare must be on file a eerti�ied extx�act 42 from the by�laws sho�wing that this persfln has auth.o�zty to si� such obligation. If 43 Surety's physical address is dif��rent frorn its rnailing address, both �nust be �rovided. 44 The date of the bond shall not be pz�ior to the �ate the Cant�act is awareted. 45 CIT'Y pF FORT WORTH STANF7ARD GONST[LUCTION SPECII'ICATiON DOCUMENTS Iievised July E, 201.1 2Q21 BRIDCr� REHABIL�.iTATION CONTRACT 2 CfT'Y PTZOJ�CT NO. 103D97 Bond Number 937677'I 00 6l 14 -1 1'AY�MENT SONB Page ] of 2 1 2 � 4 5 6 THE STATE OF TEXAS CQUNTY OF TARRANT �ECTxoN oo �� 4 ��yMENT �oNn � § KNOW ALL RY THESE PRESENT�: § 7 That w�, Ra �le �� Iiic. kz�:avvza as "Principal" �erein, and Color�ial American Casual�y a�nd 5ure�y �ompany 1 g Fidelity and De osit Com an of Ma land , a corporate suz�ety 9 {sur�ties), duly autharized to do business in the Statc of Texas, knawn as "Surety" herein 14 (whel:her one or more), are he�d and firmly bound unto the City of Fort Worth, a znunicipol 1� corporatiorz createcl put•suant to the Iaws o� the State af Texas, known as "City" herein, in the 12 penal sum of FOUR IIUIV�)RED FOr2TYSIX THOUSANl? STX IiUNUItCb �EVENTY- 13 FN� attd 84/1d0 Dollars ($446,6'��.8�4) , lawful �noney of th.e UniLed States, to �e paid in �'qrt �4 Wortfi, Tar�•ant. County, Texas, for the paytnent of which sum weiI and truly be made, we biild 15 16 17 �8 I9 20 21 22 ow•selves, our heirs, executors, ac�ministrators, suecessors az3d assigns, jointly at1.d se'verally, ftrmly Uy these presents: WHEREAS, Principal has entei•ad into a certain written Contract with City, awarded ihe 8fh day o�' June, 2021, which CQntract is het'eby refez-red to and made a part hereof fo;• all pu�poses a5 if fully set foxth heretn, to fi�rr�isla aIl nn:a�erials, equipment, laboa• a��d other accessoxies as de�a�ed by law, it� i;lae prosecution of the Work as pz•ovidEd for in sa.id Cantract a�d d�signated as 2021 BRIDGE RE�iABILTTATION CONTRACT 2, City Prajec� No. 103097. NOW, TIIEI2�FORE, 'I'�� CONDITION QF THIS OBLIGATION is su.ch �at ii 23 Principal sha11 pay a�l monies owing to any {and alI) pa�nnent bt�nd beneficiary (as defined in 24 Chapter 2253 of the Texas Go�e�ntnent Code, as ar�e�ded) in the prosecution of the Work under 25 the Contract, 1:hen this obligation shall be and become null and void; otherwise to rerr�ain �n full 26 27 28 29 30 force and effect. T�is ba�ad is made and executed zn cotr�pliance with the �rovisions o� Chapter 2253 of th� Texas Govet-nr�eni Code, as arneazc�.ed, and alI liabilifiies on t�is bon.d shall be determined in accardance with the provi,sions of said stattrte. CITX flF FDRT VVOR'FIF� STANDAR� CONSTRUC'I'ION SP�CIFICATIOI�T �OCUMEN7'S Revised July 1, 20l [ 202J BRIDGE REI-IABILITATTpN �OIVTRACT 2 City Project No. 103097 04 61 14 - 2 FAYMETIT BOND �'age 2 of 2 1 2 3 4 IN WITNESS W�;RE�F, the Principal and Su.z•ety have each �SIGNT'D az�d SEALED ihis instz'utneni by etuly authorizecl agents a�d of�cers on fihis the 14th day of ---June — ._... _ , 202� . AT'TES : BY: —�� Signai�re `� - - -... �'� _�, .�--� ;�' �=�.� �`' i {Pri�1c' e- tary Name a d Titie ,� Address: �O Box 1130 Euless, Te�as 76039 5 6 '1 8 9 10 11 iz rtn�'ss a o �'ra�l � ATTEST: (Surety) Secretary itr�ess as to urety PRXNCIPAL: Ragle, Inc. SUR�TY: Colonial American Casualty and Surety Company 1 Fidelity and Deposit Company of Maryland BY: _��`�v S��nature Debra Huffs, Attorney-in-Fact Nat�e and Title Ac�dress: 1299 Zurich Way, 5th Floor Schaumburg, IL 60196-1056 Telcphone Number: 317-753-3078 Note: If signed by an o�ficer af the Surety, thera must be o�a fle a certified extract fxom tl?e bylaws showing that t�is persan has authorx�y to sign such obligation. I� Surety's p�ysical address is di#'ferent fi•om its maiiing address, bot1� rnust be provided. The date of the banci si3alI not be priax ta t�e date the Cantraet is awarded. �rrn oF s�cTroN CITY OF FORT '�1TOiZT'�-I STANf3AItD CON5T17UCTION SPECIk'ICATiON i�OCiTM�:NTS itevised 7uly I, 20I 1 2021 BRIDGE AE�TABILITATION COiVT32ACT' 2 CiYy Project Na. i 03097 Bond f�umber 9376771 00 61 19 - I MACNTFNANCE BON� Page l of 3 1 2 3 4 6 7 8 9 10 ir TH� STATE OF TEXAS COC�NTY OF TARRANT SECTION 00 61 19 MATNTENANCE BOND . KNOW ALIG SY T�IE�E PRESENTS; That we R�a�le, Inc. known as "Princi al" ]�erein a�d Colonial America�Casualty and Surety C�mpany / Fidelify and Deposit Campany of Maryland _____, a corporate surety (s�ireties, if more than one) duly authorized ta da business in the Sta#e of Texas, Icnown as "�urety" herein (whether one or more), are held az�d fu��1y bounel unto the City of Fort Worth, a�nunicipat corporatio;a cf•eated i2 pursuant ta tk�e laws of the State of Texas, known as "City" herein, in tk�e sum of FQUR 13 HUN_DRED _FORT'YSIX THDUSA.ND, ��X �IUNDRED S�VEN3�`Y-�'�VE AND 8�#/lOfl 14 DOLLARS ($446,675.84), lawf�zl n-�oncy of t��e United States, t4 be pazcl zn Foz� Worih, `�`arrant 15 Cout�iy, `Tex�s, fot• payment af which sunn well and truly be made unto the City and its 1G s�zccessars, we bind ourselves, our heirs, executors, adminzstrai�rs, successnrs ar�d assigns, jointty �7 18 i9 20 21 22 23 24 2S 26 and se�erally, ti�miy �y tl�ese �resents. 'W�I',REA�, ihe P��r�eipa� has entered into a certain w�•itten can:tract �uith Che CSiy �warded the $th day of June, 2021, which Contract is here6y refe�-�-ed to at�d a made part het�eof for ail puzposes as i1' Ful1y set forth l�erein, to fu�-rzish all rriaterials, equip�nent labor and ptlaer accessories as cte�n�d by law, iz�. the prosecution of the VVork, incIudin�; aa�y Worlc resulting frorn a duly authorized Cha�ige Oz'det- (eollectively herein, the "Worlt") as provided for in said contract and deszgnated as 202I BRTJJGE .[�;I-�ABILITATI�N CONTR.ACT 2, City P��ojecti No.103097; and WHEREAS,1'rincipal biz�ds itsel�io use suolz rnaterials and io so coi�struct the Work z�1 27 accordance with the pla.ns, specifications at�d Contract Documenfis that the Work is and will 28 ren�azn free from defects in inaterials or wox•ictnanship far and during the �eriod of two (2} years 29 after the daxe of FizzaI Accepc�uzce of the Work by Ltie Ciiy ("Maimte��.nce Period"); anc� 30 31 32 33 34 WHEREAS, Principal binds itself to repair or reconstrucf the Work in wlaole or in par� upon rec�iving notice from the City of the need there�'or at a�y tirne witi�ir� the Mainterlance Periad. CITY OF FOItT WORTH STf;NJ7ARD COAISTRIiC'TION SPECIFICATION FJOCl9iv1�NT,S Revised Ju]y 1, 2011 202i SRIDG� REHABILIT'A.TTON CONTRACT 2 City Project AIo. 1D3097 z 2 3 4 S G 7 8 9 10 11 I2 13 1. 4 15 lb �7 18 19 00 61 19 - 2 MA.iI�ITFNANCE BOND Page 2 of 3 NOW THERE�'ORE, i-he condition ofl��is obligation is such that ifPrincipal shali remedy any defective Work, for which timeIy notice was provided by City, to a completion salisfactory i;o the C�ity, then lIiis obligatio�a shall become nuIl and void; otherwise io rem�in in �il �orae and effect. PROVIDEn, HOV�EV"ER, if Pri��cipal sl�aIl fail so io repair or reconsfrucf any tiine�y ��o�iced defeclive Work, it is agre�d that the City may cause any and all such defective Wark to be x��pa�•ed and/or reconstrue�cd with a1i associatcd costs thereo�' I�ezng borne by the Principal and the Surety under this Mainte�lancc bond; and PROVIDED FURTHER, that if any legal actiQn be £'iled oz� this Bond, venue shaiI lie in Ta��rant Couniy, Texas or t�� United States District Cout�i for the Northern District af'1 sxas, Fort Warth Division; and P�OViDED FUR1'�ER, that this obligatio�� shall Ue con�:inuous in nature and �uccessive recove�•ies nnay b� had l�ereon for s�.�ecessive br�aches. CiTY OF FORT WORTH STf�NDARi) CONSTRiJCTION SPGCII'ICATIQN ]�OCUMENTS Revised July 1, 20] I 2021 SRIDGE REHA$tE,TTATI01� CO1�E'k'EZACT 2 City Prajeci i3o. 103097 OD 6I 19 - 3 MAiNiENANCE BON17 Page 3 0�3 �►a IN W�TNESS WHE�2EOF, ihe 1'xincipal and the Surety ht�ve each SIGNED a.ne3 SEALED this instrurnent by duly authorized ag�nts and offic.ers on this th� 14th � day of June _ � �,p 21 S G 7 8 9 10 11 ATT� T � 1 I4 (Prixicipa Secre IS 16 i7 18 19 ' es as to Princ p 1 2Q 21 22 23 24 25 26 27 28 ATTEST: 29 PRINCIPAI,: Ragle, Inc. - � ; �` BY: � � Si� ��i _� �4 � - � £ �� rne and Tiile Adciress: PO Bo� 1] 30 Euless, Texas 76Q39 SU12�TY: Calonial American Casualty and Surety Company / idelity and Deposit ampany of Maryland BY: _ � Signature Debra Hutts Attorne -in-Fact Narr�e anc! Titie �fl Add�ress: 129.9 Zurich Way, 5th Floor 31 ty) S� et Schaumburg, IL 6Q'f 96-1056 32 � 33 34 iness as ta Tele��hane Nujmbe�•: 317-753-30i8 35 � 3G *Note: If signed by an o#'ficer of the Surety Coz-npany, there must be on file a certz�ec� extract 37 from tlie by-laws sliowing that tl�is person has authority to sign such �bliga#ion. ��' 38 Surely's ��hysical address is di�f�rent fro�n its mailing address, Eaoth zxzust be provided. 39 The date of the bond shall nof l2e �rior to the date ihe Co�iract is awarded. 40 CITY OF FdRT WO1tTC� STANpAl�C] COI�STRUCTI03V 5P$CIFICATION lJOCUMENTS Revised July ], 2DI 1 2021 BiZTDGE I2EHABILITATIQN COI�TRACT' 2 City Project No. 1 d3097 EXTRACT FROM BY-LAWS OF TH� COMPAHIES "Article V, Section S, Attomevs-in-Fact. The Chief Executive Officer, the President, or any Executive Vice President or Vice President may, by written instrument under tlie attested corporate seal, appoint attorneys-in-fact with authotity to execute bonds, policies, recognizances, stipulations, undertakings, or other like inslrumeaks on behalf of the Company, and may authorize any officer or any such attarney-in-fact to affix the corporate seal thereto; and may with or without cause modify of revoke any such appointment or autiiority at any time." CERTIFiCATE 1, the undersigned, Vice Presideat of the ZURiCH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of AEtorney is still in full force and effect on the daie of this cexti�cate; and I do fi�rther certify Ehak Arlicle V, 5ection 8, of the By-Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the Following resalution of tlie Board of Directors of the ZURICH AMBIZIGAN INSURANCE COMPANY at a meeting duly callecf and held on the 15th day of December 1998. RESOLVED: "That tlie sig�iature of tltie President or a Vice President and the attesting signature of a Secretaty or an Assisia�t Secretary and the Seal of the Company �nay be affixed by facsimile on any Power of Attorney...Any such Power or any certificate thereoibearii�g such facsiinile signature and seal sha11 be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile undcr and by authority of the fotlowing resolution of tlte Board of Airectors of the COI,ONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the Sth day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DBPOSIT COMPANY OF MARYLAND at a meeting duly caIled and held on the f Oth day of May, 1990. RESCILVED: "That tlie facsimile or �echanically reproduced seaE of the coinpany and facsimile or mechanically reproduced signature of any Vice-President, Sccretary, ar Assistant Secretary of the Coinpany, whether made heretofore or hereafter, wlierever appearing upon a certi6ed copy of any power of atkomey issued by tl�e Company, shall be vaiid and binding upan the Company with the same force and effect as thoug]i manually afFixed. 1N T�TIMONY HEREOF, I have hereunto subscribed my name and afiixed the corporake seals of the said Companies, this � day of ��% . F�� otros f � � hs. � � y� � �� '. � 4 � � � � �� ' ��.�Clil{j ZJ�.,-._-r �.y'y� ( � By: Brian M. Hodges Vice President TO R�PORT A CLAIM WITH REGARD TO A SURETY BOND, PLEASE SUBMIT A COMPLETE DESCRIPT[ON OF THE CLAIM INCLUDING THE PRINCIPAL ON THE BOND, THE SOND NUMSER, AND YOLtR CONTACT INFORMATION TO: Zurich Surery Claims 1299 Zurich Way Schaumburg, IL 60I96-1056 www. reportsfclaims�zuriclma.com 500-626-4577 Authenticity of this bond can be confirmed at bandvalidator.zurichna.com or 410-5�9-8'�90 ZURICH AM�,R�CA,N INSU�ANCE COMPAIVY COLONIAL AMERiCAN CASUAI.TY Al�'D SURETY COMPANY I'JD�LITY Al�'D DEPQSIT COMPAI�Y OF MARYLAND POWER OF ATTORI�EY KNOW ALL MEN BY THESE PRESENTS: That the ZUAICH AMERICAN INSURANCE CpMPANY, a corporation of the State of New York, the COLONIAL ANfERICAN CASUALTY AND SURETY COMPANY�, a corporation of the State of IlEinois, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Iilinois {herein collectively called the °Companies"), by Robert D. Murray, Vice President, in pursuance of authority granted by Article V, ,5ection 8, of the Sy-Laws of said Companies, which are set forth on the reverse side hereoF and are hereby certi�ed to be in full force and effect on the date hereof, do hereby nominate, constitute, and appoint Catherine KRUEGER, Thomas G. WO�DASON, Debra HUTTS af Terre Haute, Indisna, EACH, its true and lawful agent and Attorney-in-�'act, to make, execute, seal and delivee, for, and on iks behalf as stuery, and as iCs act and deed: any and all bonds and undertakings, and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Companics, as fully and amply, to al[ intents and purposes, as if they had been duly execnted and acknowledged by the regularly elected offcers of the ZURICH AMERICAN INSiIRANCE COMPANY at its officc in New York, New York., the regularly elected of�cers of the COLONiAL AMERICAN CASUALTY AND SURETY CpMPANY at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a[ its office in Owings Mills, Maryland., in their own proper perso�is. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V, 5ection 8, of the By-Laws of said Co�npanacs, and is now in force, iN WTTNESS WHEREOF, the said Vice-President has hereunLo subscribed his/kier names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this D9th day of A.pral, AD. 2021. � �a 9ErpSi1 _ 4 �°'�°''�-. r� '� '�- » �� ,r� �� 4� � # a ATT'�ST: ZURICH AMERICAN INSiJRANCE COMPANY COL�NIAL AMERICAN CASUALTY AND SURETY COMPANY FID�IaITX AND DEPOSiT COMPANY Ql+ MARYLANll '�.�� By: Robert D. Mttrray Yice Presideni �(- �-�c�! L�'i2r � �g ��L�( Y� _.-= By: Dawn E. Brotivra Secretary State af Maryland County of Baltimore On this D9th day of April, A.D. 2021, before the subscri6er, a Notary Public of the 5tate of Maryland, duly commissioned and qualified, Robert D. Murray, Vice President and Dawn E. Srawn, 5ecretary of the Companics, to mc personally known to be the individua[s and ofFcers described in and who executed the preceduig inslrument, and acknowledged the execntion of same, and being by me duly sworn, deposeth and saith, that he/she is the said officer of the Coinpany aforesaid, and that the seals affixed to the preceding instrument are the Carporate Seals of said Companies, and that flie said Corporate Seals and the signature as such officer were duly af€ixed and subscribed to tlie said instrument hy tl�e authority and direction of the said Corporations. IN TESTIMONY WHEREOF, I have hereunto set my hand aud af'fixed roy atficial Seal the day and year first ahove vrritten. . �,�Z 5191E�� . �ti� .�t.J.:Z�+it_.�r;, :.` ti?,r.l�` 7Cf�'�{b "� � �+ ' • �,+kr.�*.�'�,� , 4� '' � y ,`�o{ �: � .2r �.� ;� y�•.� �,;,, i 4�� r_t y Constance A. Dunn, Notary Pubiic '� ��" �'�'s NI Cammission Ex ires: 7ul 9, 2Q23 %f+++++ni�;�l'tix\tit Y P Y Authenticity of this bond can be cant"irmed at bondvalidaEor.zurichna.com or 41Q-Sa9-8990 WQRKERS CQMPENSATIQN AND EMPLOYERS LIABtLITY INSIiRANC� P(]LICY WC 00 03 13 { Ed. 4-84j WAIV,�R O� OUF� �tfGHT TO RECOV�R FROM OTM�RS ENDDRS�MEN�' We have the right to recover our payments frorri ar�yan� liabl� ior an injury caver�d by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies anly to the extent that you p�rform work under a writt�:R contract that requires you to oi�tain this agreement from us.) This agreement shall not operate directly pr indirectfy to b�nefit anyone not namer_i in t�e Schedule. Schedule ALL ��RSANS AN�/OR ORGANI,�ATIONS �'HA� AR� REQU.�REI) BY WRT��EN CONTRA�T C)R AGREENI�N'� W�TH �H� INSURED, �XECUTED PRIOR TO �'E�� ACC�DENT OR LOSSr THAT WAIVER O�' SUBROGAT�ON BE PRDVIDED UNDER THI$ POI��CY FOR WORK PERFORMED BY YOU FOR Ti�AT PERSQN ANI3/OR ORGANIZA'I'I4N This endorsement changes the pvlicy ta whioh it is attached and is effective on #�e date issued unless ofherwise stated. [The information helow is required or�ly when t�is endorsernent is issued subsequent to preparation of ihe policy.) Endorsement Effective Policy I�a. Endarsement No. Insured insuranee Company Cauntersigned By WC 00 Q3 'i3 (Ed. 4-84) Premium $ Copyri�ht 1983 National Council on Compensaiion Insurance �ai�er Of Sub�ogation (�Zanket} �Endorsement Yolicy No. Bff Date of Pol. �xp. 17ate of I'oL �;ff. Date of End. Producer Add'l Prctn. Rclurn Prem. GL.06553799-11 1�ID1l202p 1pIp�I2p21 47D08000 $ iNCL $ THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAR�rULLY. This endorsennent modi�es insurance provided unde�� the: Commercial General Liability Coverage Yart The followitig is added to the Transfer Of Rights Of Recovery Againsf Others To Us Condition: If you a�•e required by a written contract or agreement, which is execUted before a loss, to waive your rights of reco�ery from others, we agree to waive our rights of recovery. This waiver of rights shaIl not be consiruad to be a waiver with respect to any other operations in which the insured has no contractual interest. U-GL-925-B C'GV {12/0l} Page 1 of 1 � Additional �nsured — Automatic — Owner�, Lessees O� �� ontractor� THIS �NDORS�MEN7 CHANGES THE POLICY. PLEASE READ IT CAR�FU�,I.Y. Policy No. GL� 6553793-11 Effective Dafe: '10/01/2020 This endorserr�ent madifies insurance proWided under the: Commercial General Liability Co�erage Par`t A. Section �I — Who Is Art insured is amended to inducle as an adcEitional insured any person or organization whorrt you are required #o add as an additionaf insured under a writfe� contract or written agreement executed by you, but o�ly wifh respect to liability for "bodily injury", "pro�erty damage" or "personal and advertising injury" and subject to the foliowing: 1_ If such written contract or written agreement s}�acifically requires #hat yo� provide that the person or organization be named as an additional insured under one or �oth of the following endorsem�nts: a. Thte Insurance Services Office (ISO) IS� CG 2� 10 {10/a1 edi#ian); or b. The ISO CG 20 37 (10101 edition), such p�:rson ororganization is then an additional insured with respect to such endorsem�nt{s}, but anfy to fhe extent that "bodily injury", "properiy damag�" or "personal and adveriising injury" arises out of: (1) Your angoing operations, with respect to Paragraph 1,a. abo�e; or (2) "Your worEc", with respect to Paragraph 1.h. above, whic� is the subject of tY�e written contract or written agre�ment. However, solely wffh respect to this Paragraph 1., insurance afforded to such additional insured: (a) Onfy applies if the "bodily injury", "property damage" or "personal and advertising injury" o#Fense occurs during the policy period anc! subsequent to your execution of the written contract or written agreement; ancE (bj Does not apply to "bodiEy injury" or "properEy tEa�'nage° caused by "yaur work" and included within the "products-completed operations hazard" unless ti�e written contract or written agreement specifically requires that you provide such coverage fio such additional insured. �. If such written contract or written agreement spec�ficaEly req�a�r�s that you provide that the person or organization be named as an additional insured under one or both of the folfowing endorsements: a. The Insurance Services Office (150) ISO CG 20 '!0 (07144 ediiion); or b. The ISO CG 20 37 (07104 edition), sUc� person or organization is then an additional insured with respect ta such endorsement(s), but only to the extent thaf "bodify injury", "property da�-nage" or "personal and advertising injury" is caused, in whole or in �arfi, by: (1 j Your acts or omissions; or {2) The acts or omissions of those acting on yo�r behalf, U-GL-2162-A CW (02119) Page 1 of 4 Inciudes copyrighied material of Insurance Services Office, Inc., with its permission. in the performance of: (a) Your ongoing operafions, with respect to Paragraph 2.a. abo�e; or (h) "Your warK" and included in th� "products-complsted operations hazard", with respecf to Paragraph 2_b. abo�e, which is the subject of the written contract or writte� agreement. Howe�er, solely with respect to this Paragraph 2., iRsurance afforded to such additional insured: (i) Only applies if the "bodily injury", "property darnage" or "personal and ad��rtising injury" offense occurs during the policy period artd subsequent to your execution of the written contract or written agreement; and �i[} Roes not apply to "bodily injury" or "pro�erty damage" caused by "your work" and included within tne "products-corr�pleted operations hazard" unless the written contract ar written agreement specifically requires that you pro�ide sucf� caverage to such additional insured. 3. If neither Paragraph '[. nor Paragraph 2. abo�e apply and such written cantract or wriften agreement requires that you provide that the person or organEzat�on be named as an additional insured: a. Under the ISO CG 20 10 {04/13 edition, any subsequent edition or if no edition date is specifi�d); or b. With respect to ongoing operations (if �o form is specifiied}, such person or organization is then an additiona[ insur�d only to the extent that "bodily injury", "property damage" or "�ersonal and ad�erfiising injury" is caused, in whole or in part by: �1 � Vpi ir a�tg Q� rJ�jgciCpg� nr (2) The acts or om�ssions of those acting on your behalf, in the perFormance of your ongoing operations, which is the subject of the written contract or written agreement. However, solely wi�h r�spect to this Paragraph 3., insurance affordad to such additional insured: (a) Only applies to the extent permitted by law; (b) Wi[[ not be broader fihan that which you are required by the written contract or written agreemenf to pro�ide for such additionai insured; and (c) Only applies if t�e "bodily injury", "property damage" or "p�rsonal and ad�erEising injury" affense occurs during the policy period and subsequent to your execution of the written contract or written agreement. 4. ]f neither Paragraph 1. nor Paragra�h 2. abo�e apply and suci� written contract or writ#en agreement requires that you pro�ide that the person or organizatian be named as an addifional insur�d: a. Und�r the 1S0 CG 2Q 37 (04/13 edition, any 5ubsequen# edifiion or if no edition date is specified); or b. With respect to the "products-complefed operafions hazard" (if no form is specified), such �erson or organization is then an additional insured only to the extent that "bodi[y injury" or "praperiy damag�" is caused, in whol� ar in par� by "your work" artd included in the "prod�cts-completed operations hazard", which is the subject of the written contract or written agreement. Hawever, sofely with respec# to this Paragraph 4., �nsurance afforded to such additional insured: (1) Only applies to the ext�nt parmitted by law; {2] Will not be broader than that which you are required fay the written contract or written agreement fo pro�ide for such additional insured; (3} Dnly applies if the "bodily injury" or "property damage" occurs during the policy period and subsequent to your execution of the written cor�tract or writ�en agreement; and (4) Do�s not apply fo "bodily injury" or "property damage" caused by "your work° and included within the "products-completed operations hazard" unless the written confract or written agreemenf specifically requires that you pro�ide such coverage to such additianal insured. U-GL-2162-A CW (02199) Page 2 of 4 [ncfudes copyrighted material af Insurance Services Office, Inc., with iis permission. B_ Solely with respect to the insurance afForded to any additional insured referenced in 5ecfion A. of this endorsement, the following additional exclusion applies: This insurance does nof apply to "badily inj[�ry", "pro�erty damage" or "personal and adv�rtising injury" arising o�t of the rendering of, or failure to render, any professional architectural, engineering ar surveying services including: 4. The preparing, appro�ing or failing to prepare or approve maps, shop drawings, opii�ions, reporfs, surveys, field orders, change orders or drawings and specifications; or 2. Supervisary, inspection, architect�ral or engineering activities. This exdusion applies even if the c�aims against any insured aliege negligence or other wrongdoing in the supervision, hiring, employmenf, training or monitoring of athers by that insured, if the "accurrence" which caused the "bod�ly injury" or "property damage", or the offense which caused the "p�rsonal and adverEising injury", invoivecE the rendering of ar fhe failure to render any professional architectural, engineering or surveying services. C. Solely with respect to fhe coverage provided �y this endorsernenf, the following is added #o Paragraph 2. Duties In The Event Of Occ�rrence, Offense, Claim Or Suit of Secfion IV — Commercial General Liability Conditions: Th� additional insurecE must see to it tha#: (7) We are notified as soon as practicabl� of an "occurrence" or offense fhat may resuft in a cfaim; (2) We receive written not�ce of a daim or "suit" as soon as practicable; and (3) A reqUest for def�nse and indemnity of the claim or "suit" will prornptfy i�e brought against any policy issued by another insurer under w�ich the additional insured may be an insured in any capacity. This provision does not apply ta insurance on which the addiiional insured is a�lamed Ins�arec! if the writfen contract or wri#ten agreement requires that this covarage be primary and non-contributory. Q. Solely with respect fo the caverage provided by this endorserr�ent: 1. The following is add�d to the �ther Insurance Condition of Section IV — Co�nmercial General Liability Conditions: Primary and Noncontributory insurance This insurance is prirnary to and will not seek contribution frorri any other insurance available to an additional insured provided that: a. Fhe additronal insured is a Named Insu�'ed under such other insurance; and b. You are required by written cantract or writfen agreement that this insurance be primary and �ot seek contribution From any other insurance avaiiable to the addifiona] insured. 2. The fiollowing paragraph is added to Paragraph �4.b. of the �ther lns�rance Condition under Section tV — Commercial General Liability Conditions: This insurance is excess over: Any of the other �nsurance, whe#her primary, excess, conting�r�t or on any other basis, available fa an additional insured, in which the add�tional insurec! on our policy is also co�ered as an additionaf insured on another policy providing coverage for the sama "occurrence", offense, claim or "suit". This provision does not app[y to any policy in w�ich the additiona! insured is a Named Insured on such other policy and wh�r� our policy �s required by a writt�n contract or written agreement to provide coverage to the additional insured on a primary and non- contributory basis. �. This endorserr�ent does noi-appiy to an additional insured which has been added fo this Coverage Part by an endorsement showing the additional insured in a Schedufe of acEditionaf insureds, and which endorsement applies specifically to ihat identified additior�al insured. F. Salely with respecf to the insurance afforded to an additional insured under Paragraph A.3. or Paragraph A.4. of this encEorsement, the following is added to Section III — L.irrtits Of Insurance: Additional Insured — Automatic — Owners, Lessees Or Contractors Limit The most we will pay on behalf of tF�e additional insured is the ar�ount of insurance: U-GL-2962-A CW (02119) Page 3 of 4 includes copyrighted material of �nsurance 5ervices Office, Inc., with its permission. 1. Required by the wriften contract or written agreement referenced in 5ection A. of this endorsement; or 2. A�ailabl� under tF�e applicable l.imits of Insurance shown in the Declarations, whichever is fess. This endorsemeni shall not increase the appl�cable Limits of ]nsurance shown in the I]eclarations. All ather terms, candifions, pravisions and exclusions of this po[icy r�main tf�e sam�. U-GL-2162-A CW {02119) Page 4 of 4 lnc3udes copyrighted material of Insurance Services Qffce, Inc., wiif� its permission. General Liability Suppleme�tal Coverage lEndorsement 'I'echnolog� � IllYnor� � ��'�I�� THiS �NDORSEM�NT CWANG�S �'HE POLICY. �LEASE READ IT CAREFUI,I.Y. Policy No. GLO 6553799-'I1 Effective Date: 10/01/2020 This endarsement modifies insurance provid�d under the: Commerciai General LiabiIity Coverage Part The following changes apply to this Co�erage Part. How��r, endarsements attached to this Coverage Pari wil] supersede any pro�isions to the c�.ntrary in this General Liabil�ty Supplemental Coverage Endorsem�nt. A. Broadened Named Insured 1. The following is added to Section II -- Wha Is An Insured: Any organization of yours, other than a partnership or joint venture, which is not shawn in the Declarations, and o�er which you maintain an ownership interest of more than 50°10 of such organizafion as of the effective date af #his Coverage Part, will qualify as a Named Insured. However, s�ch organization will no# qualify as a Named Insured under this provision if it: a. Is newly acquired or formec! during #he pol�cy period; b. Is also an insured under another policy, other than a palicy writ#en to apply specifically in excess of this Co�erage Part; or c. Would be an insur�d under another palicy but for its termination or fhe exhaustion of its [imits of insurance. Each suc� organization remains qualified as a Named Insured only wnile yo� maintain an ownership interesf of more than 50% in the organization during the policy period. 2_ The last paragraph of Section II — Wha is An Insured does not apply to this provision to fhe extent that such paragraph waufd cor�flict wit� this �ro�ision. B. NewIy Acquired or Formed Organizations as Named Insureds 'I. Paragraph 3, of Sectior� IE — Who Is An lnsured is r�placed by fhe following: 3. Any organization you newly acquire or form during the policy period, other than a partners�ip orjoinf venture, and over which you maintain an ownership interesf of more than 50% of such organizatian, will qualify as a Narned Insured if there is no other similar insurance a�ailabla to that organization. However: a. Coverage under this pro�ision is afforded anly until the 180'" day after you acquire or form fhe organization or the end of the policy period, whichever is earlier; b. Coverage A does not apply to "bodily injury" or "property damage" that occurred before you acquired or formed the organization; and c. Coverage B does not apply to "persanal and advertising injury" arising out of an ofFense committed before you acquired or formed the organiza#ion. U-GL-1369-C IL (03120) Page 1 of 12 Includes copyrighted material of Insurance Services OfFice, Inc., with its permission. An additional premium will app�y in accordance with our rules and rates in effect on the date you acquired or formed the organization. 2. The last paragraph of Section II — Who Is An lnsured does not apply to this provision fo the sxtent that such paragra�h wouEd conflict with ihis pro�ision. C. insured Status — Employees Paragraph 2.a,(9 } of Section !I — Who Is An Insured is replaced by the following: 2. �ach of the following is also an insured: a. Your "�olunteer workers" only while pe�Forming duties related to t}�e conduct of your business, or your "employees", oti�er than either your "executi�e officers" (if you are an organization other than a partnership, joint �enture or lim[ted liability com�any) or your rr�anagers (if you are a limited l�abi[ity company), 6ut only for acts within the scope of their employment by you or while perForming c€uties related fo fhe cond�cf af your business. Howe�er, none of these "emp[oyees" or "volunteer warkers" are insureds for: (1) "�odily injury" ar"personal and advertising injury"� (a) To you, to your partners or members {if you are a parEnership orjoint �enture}, to your members (if you are a limited [iability company), to a co"employee" while in the course of his or her employrr►ent or perforrning dut�es related to tne conduct of your business, or ta your other "�olunteer workers" while perFarming duties related io the conduct of your business; (b) To the spouse, domestic partner, child, parent, brother or sister of that co-"employee" or "�olunteer worker° as a consequenc� of Paragraph (1}(aj abave; �r1 Fnr w�jrh thara �s apv nh�j�at�nr� fin sharP riarpa�as with nr repav snmenr�e elsP whn m�ast na� damages because of the injury described in Paragraphs (1)(a) or (b) aba�e; or (d) Arising out of his or her pro�iding or failing to pro�ide professional health care services. Howe�er: Paragraphs [1)(a) and ('I )�d) do nat apply to your "employees" or "�olunteer workers", wha are not employed 6y yau or �olunfeering for you as health care professionals, for "bodily injury" arising out of "Gaod Samaritan Acts" while the "empfoyee" or "�olunteer worker" is performing duties related to the conduct of your business. "Good Samaritan Acts" mean any assistanc� of a medical nakure rendered or pro�ided in an emergency situatian for which no remuneration is demanded or recei�ed. Paragraphs ('[ }[a), �b] and (c] do r�ot apply to any "employee" designated as a super�isor or higher in rank, with respect to "bodi[y injury" to co"employees". As used in this provision, "emp[oyees" designated as a supervisor or higher in rank means only "ert�ployees" who are author�zed by you to exercise direct or indirect supervision or control o�er"employees" or "volunteerworkers" and the manner in which work is pertormed. D. Additional Insureds — Lessees of Premises 1. Sectian 11-� Wha Is An Insured is amer�ded to indude as an additional insured any person(s) or organization(s) who leases or rents a part of the premises you own or manage who you are required to add as an additional insured on this policy under a written contract or written agreement, but only with respect to liability arising out of your own�rship, maintenance or repair of that part of the premises which is not reser�ed for the exclusi�e use or occupancy af such �erson or arganiza�ion or any otf�er t�nanf or lessee. This pro�ision does not apply afker the person or organization ceases ta lease or rent premises from you. Howe��r, the insurance afForded fo such additional insured: a. On1y applies to the extent permitted by law; and b. Will not be braader than that which you are required by the written contract or written agreement to pro�ide for such additional insured. 2. With respect to the insurance afforded ta the additianal insureds under this endorsemen�, tF�e following is added to 5ect�on Ill — Limits Of Insurance: U-GL.-1369-C IL (03I20) Page 2 of 92 [ncludes copyrighted material of Insuranc� Services Office, Inc., with its permission. The most we will pay on behalf ofi the additional insured is the amount of insurance: a. Required by the writter� cantract or wriften agreernent referencecE in Subparagraph D.1. above (of this endorsement}; or b. Availa�le under the applicable Limits of Insurance shown in the Dedarations, whichever is less. This Paragraph D. shall not increase the applicable Lirnits of Insurance shown in the Declarations. E. Additional Insured -- Vendors �1. The follow�ng change applies if this Coverage Part provides insurance fo you for "bodily injury" and "property damage" incfuded in the "products�completed operafions hazard": 5ection II — W�o Is An Insured is amendecE to include as an additional insured any p�rson or organization (referred to t�roughout #his Paragraph �. as vendor) who yo�a have agreed in a written contract or written agreement, prior fo foss, to name as an additionaf insured, but only with respect ta "bodily injury" or "praperty damage" arisir�g out of "your procEucts" which are distributed or sold in the regular coUrse of tF�e �endor's business: However, the insurance afForded to such �endor: a. Only applies to the extent permitted by law; and b. Wiff not be broader than that which yau are required by the written con#racf or writfen agreement ta provide for such additional insured. 2. Wifh respecf to the insurance afforded fa these Wendors, the following addiiianal exclusions apply: a. The insurance afforded the vendor does not apply to: � ('f )"Bodify injury" or "properky damage" for which the vendor is obligated to pay damages by reason of the assumption of liability in a contracf or agreement. This exclusion does nof apply to liabifity for damages that the vendor would have in the absence of the contract or agreement; (2j Any express warranty unauthorized by you; (3j Any physical or chemical change in the product made intentrona�ly by the vendar; (4) Repac(�aging, except when unpacked solely for the purpose of inspeciior�, demonstra#ion, testing, or the substitutian of part5 under instructions from #he manufacturer, and #hen repaci�aged in the original container; (5) Any fail�re to make such inspections, adjustments, tests or servicing as the �endor has agreed to make or normally undertakes ta make in fhe usuaf course of businass, ir� connection with the distribu#ion or sale of the producis; (6) Qemonstration, insfaflation, servicing or repair aperations, except such operations perFormed at the vendor's premises in connectian with #he sai� of the product; (7] Products which, after distribution or sale by you, ha�e been labeled or rela�eled or used as a container, part or ingredient of any other thing or substance by or for the vendor; ar (8) "Bodily injury" or "proper�y damage" arising out of the sale negliger�ce of the vendor for its awn acts or omissions or those of its employees or anyane e[se acting on its behalf. HoweWer, this exdusion does not apply ta: (a) The exceptions contained in Subparagraphs (4) or (6); or (i�) Such inspecfions, adjustments, test5 or servicing as the vendor has agreed to make or normally underiakes to rr�ake in the usuaf course of business, in cor�nection with the distribufion or sale of fhe procfucts. b. This insurance does not apply to any insured }�erson or organizafion, from wham you have acquired such p�oducts, or any ingredient, par� or container, entering into, accompanying or containing such pToducts. U-GL-1369-C IL (03120) Page3of12 Includes copyrighted material of Insurance Services Office, Inc., with iEs permissian. c. This insurance does nat apply to any of "your products" for which co�erage is excluded under this Co�erage Pa�t. 3. With respect to the insurance afforded to the vendor under ihis endorsement, the following is added to 5ection Ill — Limits Of fnsurance: Tt�e most we will pay on behalf of fihe �endor is the amount of insurance: a. Required by the wriften contract or written agreetnent referenced in Subparagraph �.1. above (af this endorsement); or b. A�ailable under the applicable Limits of lnsurance shown in the Dec[arations, whiche�er is less. Tnis Paragraph E. shall not increase the applicable Limits of Insuranc� shown in the Qeclarations. F. Additional Insured -- Managers, E.essors or Ga�ernmental Enfiity 1. Section II — Who Is An Insured is amend�d to include as an addi#ional it�surad any person or organization who is a manager, lessor ar go�er�menta! entity who you are required to add as an additiona[ insur�d on this policy under a written contracf, writt�n agreement ar permit, but only with respect to liability for "bodily injury", "property damaga" or "personal and ad�ertising injury" caused, in whol� or in part, by; a. Your acts or omissiorrs; or b. ihe acts or omission of those acting on your behalf; and resulting directly from: a. Uperations pertormed by you or on your behalf for which the state or political subdi�ision has issued a permit; b. Ownership, maintenance, occupancy or use of premis�s by you; or c. Maintenance, operation or use by you of equipment leased to you by such person or organization. Hawe�er, the insurance afforded to such additionaE insured: a. Only applies to the extent permitted by law; and b. Will not be broader than that which you are required by the writfen contract or written agr�ement fo pro�ide for such additional insured. 2. This pro�ision does not a�ply: a, Unless the written cantract or written agreement has been executed, or the permit has be�n issued, prior to the "badily injury", "property damage" or ofFense that caused "personal and ad�ert�sing injury"; b. To any parson or organization included as an insured under Paragraph 3. of Section II -- Who is An Insured; c. To any I�ssor of equipment if the °'occurrence" or offense takes place after the equipment lease expires; d. io any: ('f) Owners or other interests from w�om [and has been leased by you; or (2) Managers or lessors of premises, if: (a) The 'bccurrence" or ofFe�se takes plac� after the expiration of the [ease or you cease to be a tenant in thaf prem3ses; (b) The "badily injury", "property damage" or "personaE and ac[�ertising injury" arises out of the structural alterations, new construction or demolition operations performed by or on behalf of the manager or lessar; or (cj The prem[ses are excluded un�er fhis Co�erage Part. 3. With respect to the insurance af#orded to the additional insureds under this endorsement, the following is added to Section II[ — Limits Of insurance: The most we will pay on behalf of the additional insured is the amount of insurance: U-GL-1369-C IL (�3120) Page �4 of 12 ]ncludes copyrighted material of Insurance Services Office, Inc., wifh its permission. a, Required by the wrift�r� confrac# �r written agreemeni referenced in Subparagraph F.1. abo�e (of this endorsement); or b. Available under the applicable Limits of [nsurance shown in the Decfarations, whiche�er is less. This Paragraph F. shall not increase the applicab�e Limits of Insuranc� shown in t�e Declarations. G. Damage to Premises RenEed or Occupied by You 1. The last paragra�h under Paragraph 2. Exclusions of S�ction I�- Coverage A— Bodily Injury And Property Damage Liability is r�placed by t�e following: �xclusions c. through n. do not apply to damag� by "specific }�erils" to premises whife rented to you or ternpararily occupied by you with permission of the owner. A separate Damage To Premis�:s Rented To You Limit af Insurance applies to this coverage as described in Section III — L,imits Of Insurance. 2. Paragra�h 6. of Section III — Limits Of Insurance is replaced by the foffowing: 6. Subject to Paragraph 5. afaove, #he Damage To Premises Renfed 7o You Limit is th� most we will pay under CoWerage A for damages because of "prop�rty damage" to any one premises while rentecE ta you, or in t�e case of damage by one or more "specific perils" to any ane premises, whil� renfed to you or temporarily occupied by you wit� permission of the owner. H. Broadened Contractual Liability The "insured contract" definition under the Definitions Section is replaced by the following: "Ir�sured contract" means: a. A contract for a lease af premises. However, that portion of the cor�tract for a lease of premises that indemnifies any person or organization for damage by "specific perils" to premises wh�fe rented to you or tem�orarily occupied by yau with permissior� of the owner is not an "insured contract"; b. A sidetrack agreement; c. Any easement or license agreement; d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality; e. An efe�ator maintenance agreement; f. That part of any other contract or agreement pertaining to your business (including an indemnification of a municipaf�ty in connection with work perFormed for a municipality) under which you assume th� tori liability of another party to pay for "bodily injury", "property damage", or "persona! and advertising injury" arising out of the offenses of false arrest, detention or imprisonmen#, to a third person or organization. Tor� f�abilify rneans a fiability fhat would f�e imposed by iaw in the absence of any contract or agreement. Paragraph f. does not include that part of any contract or agreement: (9 j That indemnifies an archifect, engineer or surveyor fior injury or damage arising out of: (a) Preparing, appro�ing, or faiiing #a prepare or appro�e, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b) Giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damag�; or (2) Under which the insur�d, if an architect, engineer or surveyor, assumes liability for an injury or cfamage arising out of the insured's rendering or failur� to render professional services, induding those listed in Paragraph (1 } abov� and supervisory, inspection, architectural or engineering activit�es. I. Definition — Specific I'erils The following definEtian is added #o the befinitions Section: "Specific perils" means: Lf-GL-9369-C IL (03I2D) Page 5 of 12 Includes copyrighted rrzaterial o# Insurance 5ervices Office, Inc., with its permission. a. Fire; h_ LigY�tning; c. Explosion; d. Windstorm or hail; e. Smoke; f. Aircraft ar �ehicles; g. Vandalism; h_ Weight ofi snow, ice or sleet; i. Leakage from fire extinguishing equipment, inc[uding sprinkiers; or j. Accidental discharge or leakage of water or steam frorrt any part of a system or appliance cantaining water or steam. J. �.imited Confractua! Liability Co�erage — Persanal and Ad�ertising In�ury 1. Exclusion e. of Section I— Co�erag� B— P�rsonaf And Ad�ertising lnjury Liability is replaced by the following: 2. Exclusians Tf�is insurance does not ap�ly ta: e. Contractual Liability "Persanal and ad�ertis�ng injury" for which the insured has assurned liability in a contract or agraement. This exclusion does nof apply to: ('f ) Liability for damages that the insured would ha�e in fhe absence of the contract or agreement; or {2) Liability for "personal and ad�ertising injury" if: (a) The "persona! and ad�ertising injury" ar�ses out of the ofFenses of faise arrest, detention or irnprisonment; (b) The liability per�ains ta yau� business and is assumed in a written contract or written agr�ement in which you assume the tort liability of annther. Tort [iabi[�ty mearts a liability that would be imposed by law in the absence of any contract or agreement; and (c) The "personal and ad�ertising injury" occurs subsequent to the execution of the written contract or written agreeme�t. Soleiy for purposes of fiability so ass�amad in such written cantract or wrifte� agreement, reasona�le aftorney fees and necessary litigation expenses incurred by or for a party other than an insured are deerr�ed to be cEamages because o'f "personal and ad�ertising injury" described in Paragraph (a) aboWe, pro�ided: (i] Liabiiity to such party fiar, ar for the cost of, that pa�ty's defense has also been assumed in the same written contract or writt�n agreemenf; and (ii) Such attorney �ees and litigation expenses are for defense of that party against a ci�il or alternati�e dispute resolution proceeding in which damages to which this insurance applies are alleged. 2, Paragraph 2.d. of Section I— Supplementary �ayments -- Coverages A and B is replaced by the fallowEng: d. The allegations in fihe "suit" and the information we know aE�out the "occurrence" or offense are such that no conflict app�ars to exist between the interests aF fihe insured and ihe interests o� the indemnitee; 3. The following is added to the paragraph directly fo[lowing Paragraph 2.f. of Section I— Supplemenfary Payments — Co�rerages A and B: Notwithstanding the provisians of Paragraph 2.e.{2) of Section I— Co�rerage B— Persanal And Advertising Injury L�iabi[ity, such payments wilf not be deemec[ to be damages for "personal and ad�ertising injury° and will nat reduce the limits of insurance. U-GL-�369-C IL (03120) Page6of12 Includes copyrighted material of Insurance Services O�ce, Inc., with ifs perrnission. K. Iniernet and MultEmedia Services Exclusion j. of Section I— Coverage B— Personal And Advertising Injury Liability is replaced by the following: 2. Exciusions This insurance doas not apply to: j. Insureds in Media And Internet Type Businesses "Personal and advertising injury" committed by ar� ins�ared whose business is: (1) Advertising, broadcasting, publishing or #elecastfng; (2} Designing or determir�ing content of w�bsit�s for ofhers; or (3) An internet search, access, content or service provider; and arising out of goods, products or services provided by any insured ta others. Nowever, this exclusion does not apply to Paragraphs 14.a., b. and c. of "p�rsonal and ad�ertising �njury" under the Defir�it�ans Section. For the purposes of this exclusion, fhe placing of frames, borders or links, or acEveriising, for yo� or others anywhere on the fnternet, is not by itself, considered the business of adver�ising, broadcasting, publis�ing or telecasting. L. Supplementary Payments The fal�owing changes apply to Supplementary Payrnents — Coverages A and B: Paragraphs 'i.b. and 1.d. are replaced by tha fo!lowing: b. Up to $2,500 for the cost of bail boncEs required because of accidents or traffic law �iolations arising out of the use of a�y vef�icle to which the 8odily Injury L,iabi�ity Coverage applies. We do not have to furnish these bonds. d, A!1 reasonable expenses incurred by the insured at our request fo assist us in the investigafion or defense of the claim or "suit", including actuai loss of earn�ngs �p to $500 a day because of time off from work. M. Broadened Property Damage 1. Property Damage to Contenfs of Premises Ren�ed Short-Term Tf�e paragraph directly fpflowing Paragraph (6) in Exclusion j. of Section I— Coverage A— Bodily Injury And Property Damage Liability is replaced by the folfowing: Paragraphs ('!}, {3) and (4) of this exclusion do not apply to "prope�ty damage" to premises (oth�r fhan damage by "specific perils"), inciuding "property damage" to the contents of such premises, rented to you under a rental agreement for a period of 'i4 or fewer consecuti�e days. A separate Limif of Insurance applies fo Damage to Premises Rented to You as described in Section 111 — Limits Of lnsurance. 2. Elevaior Property Damage a, The following is added to �xcf�asion j. of Secfion I— Coverage A— Bodily �n�ury And �roperty Damage Liability: Paragraphs (3) and (4) of this excf�asion do not apply to "prop�rty damage" aris3ng ot�t of the use of an elevator at premises you own, rent or occupy. b. The following is added to Section III — L.imi#s �f Irosurance: Subject to Paragraph 5. above, the most we will pay under Coverage A for damag�s because of "property damage" to property loaned to you or personal property in the care, custody or control of t�e insurecE arising out of the use of an ele�aior at pr�mises you own, renf or occupy is $25,000 per "occurrence". 3. Property Damage ta Borrawed Equipme�t a. The following is added to Exclusion j. of Section I— Coverage A— Bodily Ir�jury And Property �amage Liability: U-GL-1369-C IL (03l20) I'age 7 of 12 Includes copyrighted maferial of ]nsurance Services Offrce, Inc., with ifs permission. Paragraph (4) of this exclusion cfoes not apply to "property damage" to equipment you barrow from others at a jobsite. f�. The following is added to Sectio� III — Limits Of Insurance: Subject to Paragra}�h 5. above, the mo5t we will pay under Co�erage A for damages because of "proper�y damage" to squipment you borrow from others is $25,00� per "occurrence". N. �xpected or lnfended [njury or Damage Exclusion a. of Section I-- Cov�rage A— Badily Inj�ry And Property bamage Liability is replaced by the following: a. Expected Or Intended fnjury Or Damage "Bodily injury" or "property damage" expected or intended from the standpoint of the insured. This exclusion do�s not apply to "bodfEy injury" or "property damage" resulting from the use of reasonable force to protect persons ar property. O. Definitions -- Bodily lfnjury 7�e "bodily injury" definition under the Definitions Section is replaced by khe following: "Baciily injury" means bodiiy injury, sickness or disease sustained by a person, including m�ntal anguish, mental injury, shack, fright or death sustained f�y that person which results #rom that bodily injury, sic[cness or disease. P. �lectronic bata Exclusion p. of Section I— Co�erage A— Bodily Injury And Property Damage Liability is replaced by the following: p. Electronic Data Qamages arising oui of the loss of, loss of use of, damage to, corruption of, inability to acc�ss or inability ta man�puiat� electron�c data. h�owe�er, this exclusion does not apply to liability for damages because af "bod�[y injury" or physica! injury to tangible property including aEl resulting loss of use of �hat property. As used in this exclusfon, electro�ic data means information, facts or pragrams stored as or on, created or used on, or trans�nitted to or from computer saftware (including systems and applications software), hard or flop�y disks, CD-ROMs, tapes, dri�es, cells, data processing de��c�s or any other media which are used with electron�cally controlled equipment. Q. �nsureci Status — Ama#eur Athletic Par�icipants Section I1 -- Who Is An Insured is amended to include as an i�sured any p�rson you sponsor while participating in amateur athletic acti�ities. Howe�er, na such person is an insured for: a. "Bodily injury" to: {9) Your "employee", "�olunteer worker" or any person you sponsor while participating in such amat�ur atf�letic activities; or (2) You, any partner or member (if you are a partnership or joint �enture), or any memf�er (if you are a limited lialailify company) while participating in such amateur athletic acti�ities; or b, "Property damage" to property own�d by, occupied or �sed by, rented to, in the care, cus#ody or control of, or o�er which the physical control is being exercised for any purpose by: (1 j Your "employee", "voluntear worker" or any person you sponsor; or (2j You, any partner or member (if you are a partnership or joint �eniure), or any member (ifi you are a limited liability cornpany}. R. Hon-Owned Aircraft, Auto and Watercraft Exclusion g. of Section I— Co�erage A— Badily Injury And Property Damage LEability is replaced by the following: g. Aircraft, Auto Or Watercraft U-GL-1369-C IL (�3120) Page 8 of 12 Includes copyrighted material of Insuranoe Ser�ices bffice, lnc., with its permission. "�odily injury" or "property damage" arising out of the ownership, maintenance, use or entrustment to others of any aircraft, "auto" or watercraft owned or operated by or rented or loaned to any insured. Use includes operafion and °loading or unloading". This exclusion appEies even if the claims against any insur�d allege negligence or other wrongdoing in ihe supervision, hiring, employment, trai�ing or moni#oring of others by fhat insured, if the 'bccurrence" whicY� caused the "bodily inj�ary" or "property clamage" in�olved tf�e ownership, maintenance, use or entrustment fo others of any aircraft, "auta" or watercraft that is owned or operated by or rented or loaned to any insured. This exclusion does not apply io: ('i} A watercraft while ashore on premises you own or rent; (2) A watercraft you do not own that is: (a) Lass than 51 feet Eong; and (b) Not being used to carry persons for a charge; (3) Parking an "aufo" on, or on the ways n�xt to, premises you own ar rent, provided the "auto" is not owned by or renfed or loaned to you or the insured; (4) Liability assumed under any "insured contract" for the ownership, maintenance or use of aircraft or wafercraft; (5) An aircraft that is hired or char#ered by you or loaned to you, with a paid and licensed crew, and is noi owned in wF�ole or in part by an insured; or (6) "�odily injury" or "property damage" arising ot�t of: (a) The operation of rr�achinery or equipment that is a#tached to, or part of, a lanc! vehicle thak would qualify under the definition of "mobile equipment" if it were not subject to a campulsory or financial responsibility law or other rnoto� vehicle insurance law wher� it is licensed or principally garaged; or (b) Th� operation of any oF #he mac�inery or equipment iisted in Paragraph f.{a) or f.(3) of the definition of "mobile equipmeni". S. Definitians — Leased Worker, 7emporary Worker and Labor Leasing Firm '1. The "leased worker" and "femporary worker" definitions under the Definitions Section are replaced by the following: "Leased woricer" means a person leas�d to you by a"labor leasing firm" �nder a written agreement between you ancf t�e "labor leasing firm", to perForm duties refated ta the conduct of your business. "Leased worker" does not include a "temporary worfCer". "Temporary worker" means a person who is furnished to you to suppor# or supplement your work force during °employee" absences, temporary sk�ll shortages, upturns or downturns in business or to meet seasonal or short- term workload conditions. "Temporary worker" does not incfude a"leased worker". 2. The following definikion is added to the Clefinitions Section: "Labor leasing firm" means any person ar organization who hires out workers io others, including any: a, �mployment agency, contractor or services; b. Professiona[ amployer organization; or c. Temporary help se�vice. T. �efinition -- Mobile Equiprr�ent Paragraph f. of the "mobil� �quipmenf" definition under the Definitions Section is replaced by ti�e following: #. Vehicles not described in Paragraph a., b., c. or d. above maintained primarily for purposes ather than the transportation of persons or cargo. Howe�er, self-propelled vehicles w�th the following fypes of permanently attached equipment, exceeding a combined gross vehicle weig�t of 1000 pounds, are not °mobil� equipment" but will be considered "autos": (1 j �quipment designed primarily for: U-GL-1369-C iL (03120} Page 9 of 12 Includes copyrighted material of Insurance Services Office, Inc., with ifs permission. (a} Snow remo�al; (b) Road mainfenance, but not canstruction or resurfacing; or (c) Street cleaning; (2) Cherry pickers and similar de�ices mounted on automobile or truck chassis and used to raise or lower workers; and (3] Air compressors, �urnps and generatars, including spraying, welding, building c[eaning, geophysical exploration, I�ghting and wefl servicing equipment. U. Definitions — Your Praduct and Yaur Work 7he "your praduct" and "your work" definitions under the Definitions Sect�an are replaced �y the following: "Your �roduct": a. Means: {'E ) Any goods or products, other than real proper�y, manufacfured, so[d, handled, distributed or disposed of by: (a) You; �b) Others trading under your name; or (c) A person or arganization whose business or assefs you ha�e acquired; and (2) Con�ainers (other fhan �ehicles), materials, parts or ec�uipment furnished in connection with such goods or products. b. [ncludes: (1) Warranties ar repr�sentations made af any time with respect to the fitness, q�ality, durability, �erFormance, use, handling, ma�ntenance, operation ar safety of "yaur product"; and (2) The pro��ding of or failure to pro��de warnings or instructions. c. Does not include vending macnines or other properky rented to or lacated for the use af others but not sold. "Your work": a. Means: (1) Work, services or operations perFormed by you or on your behalf; and (2] Materials, �arts or equipment furnished in connection with such work, ser�ices or operations. b. Includes: ('I ) Warranties or representations made at any time with respect ta the fitness, quality, durabilify, performance, use, handling, mainfenance, operation or safety of "yourwork"; and (2) The pro�iding of or failure fa pro�ide warr�ings or instructions. V. Dufies in the ��ent of Occurrence, Offense, C{aim or Sui� Condition The follow�ng paragraphs are added to Paragraph 2. Duties In The E�ent Of Occurrence, Offense, Claim Or 5uit of Section IV — Commercial General Liability Conditions: Notice of an "occurrence" or of an offense which may result in a clairn under this insurance or notice of a claim or "suit" shall be gi�en to us as soon as practicable after knawledge of fihe "occurrence", offense, claim or "suit" has been reported to any insured listed under Paragraph 1. of S�ction II -- Who Is An Insured or an "ernployee" authorized by you to giue or recei�e such notice. Knowledge by other "smployees" af an "occurrence", offense, claim or "suit" does not imply that you also ha�e sucF� lcnowledge. In the e�eni thai an �nsured reports an "accurrence" to the workers compensation carri�r of th� Named [nsured and this 'bccurrenc�:" ]ater de�elops inta a Generai Liability claim, co�ered by this Co�erage Part, the insured's failure to report such "occurrence" to us at the time of the "accurrence" shall not be deerr�ed to be a violation of this Condition. You U-GL-1368-C 1L (03l20) Page 14 af 12 Inc[udes copyrighted material of Insurance 5ervices Office, inc., with its permission. must, i�owever, give us notice as soon as practicable after being made aware fhaf the particular claim �s a General Liability rather than a Workers Compensation claim. W. Other Insurance Cond�tion Paragraphs 4.a. and 4.b.(1) of the Other �nsu�'artce Cond�tion of Section tV — Commerciat General Liability Conditfons are replaced by ihe following: 4. Other Insurance If other �afid and collecfibl� insurar�ce is avai]able to the insured for a loss we cover under Coverages A or B of this Ca�erage Part, our obligations are lirnited as foflows: a. Primary Insurance This ir�s�arance is primary except when ParagrapF� b. below applies. If this in5urance is primary, our obligat�ons are not affected unless any of the other �nsurance is afso prirnary. Then, w� wilf share wifh all that o#her insurance by the method described in Paragraph c. �elow. However, this insurance is primary to and will not seek cor�tribution from any other insurance a�ailable to an acEditional insured pro�ided that: (1) Th� additional insured is a Nan'�ed InsurecE �ander such other �nsurance, and (2) You are required by written contract or wriften agreement that this insurance be primary and r�ot seek contribution from any other insurance available to the additional insur�d. Other insurance includ�s any type of seff ins�rance ar other mechanism by which an insured arranges for funding of its legal liabilities. b. Excess lnsuranc� (1) This insurance is excess over: (a) Any of the ather insurance, whether prirnary, excess, contingent or on any othar basis: (i) Thai is property insurance, Builder`s Risk, Installa#ion Risk or similar coverage for "your work"; (ii) That is prope�fy insura�ce purchased by you (inc�uding any deductible or self insurance portion � thereof� to cover [�remises rented to you or ternporarily occupied by you with permission of the owner; (iii) That is insurance purchased by you (including any cE�ductible or self insurance portipn thereo� to co�er your liability as a tenant for °pro�erty damage" to �remises rented to yo� or temporarily occupied by you with permission of the owner; (iv) If the loss arises out of the maintena�ce ar use of aircraft, "autos" or watercraft ta the extent noi subjecf to Exclusian g. ofSection I-- Coverage A— Bodi;y Injury And Property Damage Liability; or (v} That is properEy insurance (indudir�g any deductible or self insurance portion th�reof� purcf�ased by you to cover damage to: �q�i�ment you borrow frorri others; or Property loaned ta you or personal pro�erty in the care, custody or contral of the insured arising out of the use of an elevator at premises yau own, rent or occupy. (b) Any other primary ir�surance (ncluding any deductible or seff insura�ce porEion tharc�of) availab[e to the insured covering liability for damagas arising out of t�e premises, operations, products, work or setvices forwhic� the insured has been granted addifiona[ insured siatus either by policy pro�ision or attac�ment of any �ndorsement. Other primary ins�arance includes any type of self insurance or other m�c�anisrn by which an insured arranges far func�ing of its legal liabilities. (c) Any of tne other insurance, whether �rimary, excess, conting�nt or on any other basis, auai[able to an additional insured, in whicF� the additiat�af insured on our policy is also covered as an additional insured on another policy praviding coverage for the sarne "occurrence", cfaim or "suit". This provision does not apply to any policy ir� which the additiona! insured is a Named Insured on such other policy and U-GL-'f369-C IL (03120} Page '[ i of 92 Includes copyrighted material of Insurance Services O�ce, Inc., with its permission. where our policy is required by writ#en contract or written agreement to provide co�erage to the additional insured on a prirnary and non-contributory basis. X. Unintentional FaElure to Disclase Alf Hazards Paragraph 6. Representations of 5ection EV — Commercial Generaf Liability Conditions is replaced by the following: 6. Representations By accepting th�s policy, you agree: a. The statement5 in the Declarations are accurate and complete; b. Those statements are bas�d upon representafions you made to us; and c. We ha�e issued this pol�cy in reliance upon your representations. Co�eraga wi!! continue to app[y if yo� unintentionally: a. F'ail to. disclose all hazards ex�sting at the inception of fhis policy; or b. Make an error, omission or impro�er description of premises or other sfatemenf of information stated in thEs policy. You must notify us as soon as possible after the disco�ery of any hazards or any other informaiion that was nof pro��ded to us prior to inception af this Co�erage Part. Y. Wai�er of Right of Subrogation Paragraph 8. Transfer Of Rights Of Reco�ery Against Others To Us of Section IV — Commercial General LEwh;!:±y ��ndE*€ens is replac�d by the fo[lowing: 8. Transfer Of Rights Of Reco�ery Against Others To Us a. If the insured has rights to reco�er a11 or part of any payrnent we ha�e rr�ade under this Co�erage Part, thos� rights are transferred ta us. The insured must do nothing after loss to impair them. At our request, the insured will brir�g "suit" or transfer those rEghts to us and help us enforce them. b. If the insured wai�es its right to recover paymen#s for injury or damage from another person or organ3zation in a writt�n contract executed priar to a loss, we wai�e any right of reco�ery we may ha�e against such person or organization because of any payment we ha�a made under this Coverage Par�. The written cantract will be cons�dered axecutec[ when the insured's perFarmanee begins, ar when it is signed, whiche�er happens f�rst. This wai��r of rights shali not be construad ta be a wai�er with respect to any other operations in which the insured has no contractua[ interest. Z,. L.iberafization Cond�tian The following condition is added to S�ction IV -� Commercia[ General Liabi[ity Cqnclitions: Lihera{ization Clause If we re�ise �his Coverage Par� to broaden co�erage without an addit�onal premium charge, your policy wif{ automaticalEy pro�ide the additional co��rage as af the day the revisian is effecti�e in the state shown in the mailing address of your poficy. All other terms, condikions, provisions and exclusions of this policy remain the same. U-�L-1369-G lL (03l20) Page 12 of 12 Includes copyrighted material of Insurance Services Office, Inc., with iis permission. Additional In�uped — Automatic -- �wners9 I�essees �r �QJ�� ontirac�ors Policy No. Is'ff. Date of l'ol. Exp. ]7ate of Pol. Eff. Date of End. Producer No. Add'L Prem Retum Prein. GL06553799-11 10/01/2024 i0lb1l2021 474d8044 INCL THIS ENDORSEMENT CHANG�S 7HE POLICY. PLEASE READ IT CAREFUI��,Y. Named Inse�red: RAGLE, INC . Address (including Z�P Codej: P.O. BOX 444 NEWBURGH, IN 47630 Tl�is enclorsement modifies insuranc� provided under the' Cort�rt�ercial Generaf Liabifity Coverage Part A. Sectian fl -- W�o Is An Insured is am�nded to include as an additiona] insured any persan or organization whom you are required fo add as an additional insurec! on this policy under a wriften contract or writter� agreement. Such perso� or organization is an additional insured only with respect to liability for "badily injury", "property damage" or "persanal and acEverkising injury" caused, in whole or in part, by: 1. Your acts or ornissions; or 2. The acts or omissions of those acting on your be�alf, in th� performance of your ongoing operations or "your work" as mcluded in the "products-completed operations hazard", which is the subj�ct of the written contract or written agreement. However, the insurance afforded to such additionai �nsured: N. Only a�plies to the ext�r�i permitted by law; and 2. Will not be broader than thaf which you are reqUired by the written contraci ar written agreement to pravide for such additional insured. B. With respect ta the insurance afforded to these additional insureds, tne following additional exclusion applies: This insurance does not apply to: "Bacliiy injury", "�roperty damage" or °personal and advertising injury" arising out of the rendering of, or failure to render, any professional archft�ctural, engineering or surveying services including: a. The preparing, appro�ing or failing to prepare or approve maps, shop drawings, opinions, reporEs, surveys, field arders, cnange orders or tErawir�gs and specrfications; or b. Supervisory, inspec#ion, architectural or engineer��g activities. This exclusion applies e�en �f the claims against any insur�d allege negligence or other wrongdoing in the supervision, hiring, employm�nt, training ar rnonitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage", or th� offense which ca�sed the "personal artd advertising injury", invol�ed the renderirtg of or the failure to render any professianal archifectural, engineering or sur�eying services. U-GL-1175-F CW (44113} Page 1 of 2 Includes copyrighted material of Insurance Services Office, Inc., wifh its permission. C. The following is added to Paragraph 2, but�es In The E�ent Of Occurrence, Of#ense, Clairn Or Suit of Section N— Commercial Genera! Liability Conditions: The addifionaf insured must see fo it that: '[. W� are notified as soon as practicable of an "occurrence" or ofFense that may result in a clairr�; 2. W� recei�e wri#fen notice of a claim or "suit" as soon as practicable; and 3. A r�quest for defense and indemnity af the c�aim or °suit" will promptly be brought against any policy issued by another insurer under which the additiona! insured may be an insured in any capacity. This pro�ision does nat apply to insurance on which the addi#ional insured is a Namecf Insured if the writEen contract or written agr�ement requires thaf this co�arage be primary a�d non-contributory. D. For the purposes of tf�e co�erage pro�ided by this endorsement: 'i. The following is add�d to the Other Insurance Condition of Section iV -- Commercial General Liabilifiy Cor�ditions: Primary and �Ioncontrif�utory insurance This insurance is primary to and will not seek confribution from any ot�er insurance a�ailable to an addit�onal insur�d pro�ided that: a. Th� additional insured is a�famed [nsured under such other �nsurance; and h. You are required by written cantract or written agreement tha# this insurance be primary and not seek contribution from any ather insurance a�ailable to the additiona[ insured. 2. The foliowing paragraph is added to Paragraph 4.b. of the �th�r Insurance Condition of Section !V — Cammercial C�onnraf 1 :aF'lf:4j C'-^:?'�lf:^:?y: This insurance is excess over: Any of the other insurance, whether primary, excess, contingent or an any other basis, a�ailable to an additional insured, in which the additional insured on our policy is also covered as an additional insured on anofiher poEicy pro�iding co�erage for the same "occurrence", ofFense, claim or "suif'. This pro�ision does not apply ta any poEicy in which t�e additional insured is a Named Insured on such other policy and where our policy is required by a writfen contract or writfen agreement to pro�ide coverage to t�e additional insured on a primary and non- contributory basis. E. This endorsernent does not apply to an additiona[ insured which has been added to this policy by an endorsement showing the additianal insured in a Schedule of add�tional insureds, and which endorsement applies specificaily to that identified additional insured. �. With respect to the insurance afford�d to the addifional insureds under this endorsament, the follow�ng is added to Section Ifl — Limits Of Insurance: The mast we will pay an behalt of the additional insured is the amount of insurance: 1. Required by the wri#ten contract or written agreement referenced in Paragraph A. of ihis endorsement; or 2. Available under the appl�cable Limits of Insurance shown in the Decfarations, whiche�er is fess. This endorsement shall not increase fihe applicable Limits of Insurance shown in the Declarations. All other terms and conditians of this policy remain unchanged. U-GL-1175-F CW (04113} Page 2 of 2 Includes copyrighted maferial of Insurance Ser�ices dffice, Inc., with iis permission. Cove�a�e �Extension lCndo��ement � �� Policy No. Eff. Bafe of Pol. Exp. Date of Pol. Eff. Date of End. Producer No. Add'i. Prem Return Prem. BAP6553800-11 10I01I2020 i0J0112021 4700800D INCL THIS �NDORSEM�NT CHANGES THE POLlCY. PL�ASE READ IT CAREFUL,I.Y. 7his endorsement modifies insurance provided under the: Business Auto Coverage Form Motor Carrier Coverage Form A. Amended Who Is An Insured 1. The following is added fo the Who Is An Insured I'rovision in Sec�ion II — Cavered A�tos Liability Coverage: The following are also "insureds": a. Any "ernployee" of yours is an "insured" while using a covered "auto" you don't awn, hire or borrow for acts per#ormed within the scope of employment by you. Any "employee" of yours is also an "insured" while operating an "auto° hired or rented under a contract or agreement in an "employee's" narne, with your permission, while perForming duties related to the conduct of yo[ar business. b. Anyona volunteering services to you is an "insured" while using a covered "auio" you dor�'t own, hire or borrow to trans�ort your clients or other persons in acti�ities necessary to your business. c. Anyor�e else who furnishes an "auto" referenced in Paragraphs A.1.a. and A.1.b. in fhis endorsement. d. Where and to the extent permittecE by law, any person(s) or organizatiort(s) whera required by written contract or written agreement with you executed prior #o any "accident", including those person(s) or organization(s} directing your work pursuant to such written contract or written agreement witf� you, pro�ided the "accident" arises out of o�erations governed by such contracf or agreement and or�ly up to the lirriits required in the written contract or wriiten agreement, or the Limits of Insurance shown in the Declarations, whichever is [ess. 2. The fo![owing is added #o the Other lnsurance Condition in the Business Auto Coverage Form and the Other insurance -� Primary and �xcess �r�surance Provisions Condition in the Motor Carrier Coverage Form: Co�erage for any persan(s) or arganization(s), where rec�uired by written contract or written agreement with you execufed p�ior to any "accicEent", will apply on a primary ar�d non-contrifautory basis and any insurance mainta�ned by the adcEitional "insur�d" wifl apply on an excess basis. However, in no event will this coverage extend beyond the terms and conditions of the Co�erage Forrn. B. Amendment — Supplementary Payments Paragraphs a.(2j and a.(4) of the Coverage Extensions Pro�isian in Secfion II �- Covered Autos Liabiliiy Coverage are replaced by the following: (2) Up to $5,000 for the cost of bail bands (including bonds for related traffic law violations} requ�red because of an "accidenY' we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" at our request, including actual loss af earnings up to $500 a day because ofi time off from work. U-CA-424-F GW (04-14} Page 1 of S Includes copyrighted material of Insurance Services Otfice, Inc., with its permission. C. Feliow Ernployee Ca�erage The Fellow �mplayee Exclusion contained in Section II — Co�ered Autos Liability Co�erage does not apply. D. Dri�er Safefy Program LiaE�iiity and Physical Damage Coverage 1. The following is added to the Racing Exclusion in Section II — Co�ered Autos Liabiiity Co�erage: E � Cr This exclusion daes not appfy to co�ered "autos" participating in a dri�er safety program e�ent, such as, but not ]imited to, auto or truck rodeas and other auto or truck agility demonstratians. The foffawing is added to Paragraph 2. in the �xdusions o'f 5eciion II! — Physica[ Damage Co�erage of the Business Auto Coverage Fori-n and �aragraph 2,b, in the ExcEusions of Section IV — Physical Damage Co�erage of the Motor Carrier Co�erage F'orm: This exclusion does not appfy to co�ered "autos" part�cipating in a dri�er safety program e�ent, such as, but not limited to, auto ar truck rodeos and ather auto or truck agi[ity dernonstrat�ons. Lease or Loan Gap Coverage The following is added to the Co��rage Pro�ision of the Physical Damage Ca�erage Section: Lease Or Loan Gap Co�erage !n the e�enf of a total "loss" to a co�ered "auto", we will pay any unpaicE amount due on the lease or loan for a covered "auto", less: a. Any amount paid under the Physical Damage Co�erag� Section of the Co�erage Farm; and p. Any: �'[] O�erdue lease or loan payments at the time af the "loss"; (2} Financial penaities imposed �nder a lease for �xcessi�e use, abnormal wear and tear or high rr�ileage; �3) 5ecurity deposits not returned by th�: lessor; (4} Costs for extended warranties, credit Gfe insurance, health, accit[ent or disaf�ilify insurance purchased witt� the loan or lease; and (5) Carry-o�er balances from pre�ious I�ases or loans. iowing and Lahor Paragraph A.2. of the Physical Damage Co�erage Section is replaced by the following: We will pay up to $75 far towing ancE labor costs iRcurred �ach fime a covered "auto" of the pri�ate passenger type �s d�sabled. Howe�er, the labor m�st �e per€ormed at the place of disablement. Extendec! Glass Co�erage The fallowing is added ta Paragraph A.3.a. of the Physical Damage Co�erage Section: If glass must be replaced, the deductible shown in the Decfaratior�s wi[I apply. is actually repaired rather than replaced, the deductible will be waived. You repaired rather than replaced. H. Hired Auto Physical Damage — Increased Loss of Use Expenses Howe�er, if glass can be repaired and ha�e the option df ha�ing the glass The Co�erage Extension for Loss Of Use �xpenses in the Physical C7amage Co�erage Section is replaced by the following: Lass Of Use Ex�enses For Fiired Auto Physical Damage, we will pay expenses for which a� "insured" becomes legal�y responsible ta pay for loss of use of a �ehicle rented or hired wifihout a dri�er under a written renta! contract or wriften rental agreement. We will pay for loss of use expenses if caused by: U-CA-424-F CW (04-14) Page 2 of 6 Includes copyrighted material of ]nsurance Services Office, Inc., with its permission. (1) Other than co[fisian only if fhe Declarations indicate that Comprehensive Co�erage is provided for any covered "auto"; (2j Specified Causas Of Loss anly if the Declarations indicate that Specified Causes Of Loss Coverage is provided for any covered "auto"; or (3) Collisian oniy if th� �eclarations indicate that Colfision Ca�rerage is provided for any covered "auto". However, the most we will pay for any expenses for foss of use is $10Q per day, to a maximum of $3000. I. Personal �ffects Cor►erage The following is adcEed to the Coverage Pro�ision of the Physical Damage Ca�erage Section: Personaf �ffects Coverage a. We wilf pay up to $7b0 for "loss" fo personal effects w�ich are: (1 j Personal pro�erty owned by an "insured"; and {2? In or on a couered "auto". b. Subj�cf to Paragraph a. abave, #he amount to be paid for "�oss" to personal effecfs wEEI be based on the lesser of: (1) Th� reasanable cost to replace; or (2) Th� actual cash value. c. The coverage pro�ided in Paragraphs a. and b. above, only applies in the event of a tatal theft of a co�ered "at�to". Na deductible appfies to this coverage. However, we will not pay for "loss" #o personal �ffects of any of the following: (9 } Accounts, bills, currency, d��cEs, e�idence of debt, money, notes, securities, or commercial paper or other documents of value. (2) Buliion, gold, sifver, platinum, or other precious alloys or rnetals; furs or fur garments; jewelry, watches, precious or semi-precious stones. (3) Pa�ntings, statuary and other works of a�E. (4) Contraband or properEy in the course of illegal transportation or trade. (5) Tapes, records, discs or other similar de�ices used with audio, visual or data elecironic equEpment. Any coverage pro�ided by this Provision is excess over any othe�' insurance coverage aWailable for the same "loss". J. Tapes, Records anri Discs Coverage 1. The Exclusian in Paragraph B.4.a, of Section III — Physical Damage Co�erage in the Business Auto Caverage Forrr� and the �xclusion in Paragraph B.2.c. of Section IV — Physical Damage Coverage in fhe Motor Carrier Co�erage �orm does not apply. 2. The following is added to Paragraph 1,a. Comprehensive Coverage under the Coverage Pro�ision of the PY�ysical Damage Coverage 5ection: We will pay for "loss" to tapes, records, discs or other similar devices usecE with audio, visuaf ar data elecfronic equipment. We will pay only if the tapes, records, discs or other similar audio, visua] or data e[ectronic davices: (a) Are t�e property of an "insured"; and (bj Are in a co�ered "auto" at the time of "loss". The most we will pay for such "loss" to tapes, records, discs or other similar de�ices is $500. The Physical Damage Coverage Deductible Provision does nof appfy to such "loss". U-CA-424-F CW (04-14) Page 3 of 6 Includes copyrighted rnaterial of Ensurance Services Office, Inc., witf� its permission. K. Airbag Coverage The Exclusion in Paragraph B.3.a. of S�ction lll -- Physical Damage Co�erage in the Business Auto Co�erage Form and the Exclus�on in Paragraph B.�,a, of Section IV -- Physical Damage Co�erage in the Motor Carrier Co�erage Form does not apply to the accidental discharge of an airbag. L. Two or More Deduct�bfes Th� following is add�d to the E7eductibfe Pro�ision of the Fhysica! Damage Co�erage Section: if an accid�nt is co�ered both by thi5 policy or Co�erage Form and by another policy or Co�erage Form issuecE ta you by us, the following applies for each co�ered "aufio" on a per �ehicle basis: 9. If the deductible on this policy or Co�erage Form is the smaller (or smallest} deductible, it will be wai�ed; or 2. If the deductible on this policy or Co�erage Fortn is not the smaller {or smallest} deductibEe, it will be reciuced by the arnour�t of the smaller {or smallest) deductible. M. I'hysical Damage — Camprehensi�e Co�erage -- Deductible 7�e following is added to the Deductib[e Pro�ision of the Pt�ysicai Darrkage Co�erage Secfiion: Regardless of the number of co�ered "autos" damaged or stolen, the maximum deciuctible that will be appliec{ fio Comprehensive Co�erage far all "loss° from any one cause is $5,�0� or the deductible shown in the Declara#ions, whiche�er is greater. N. Temporary Substitufie Autas — Physical Damage 1. The followina is added to Sec�ian I— Co�ered Auios: Temporary Substitute Autos — I'hysical Damage If Physical Damage Co�erage is pro�ided by this Coverage Form on your owned co�ered "autos", fhe folbwing types of �ehides are also covered "autos" for Physical Damage Co�erage: Any "auto" you do not own w�en used with the perm�ssion of ifs owr�er as a temporary substitute for a co�ared "auto" yau do own but is out of service because of its: 1. Breakdown; 2. Repair; ` 3. Servicing; 4. "Loss"; or 5. Destruction. �. The following is added to the Paragraph A. Co�erage Pra�isian of ihe Physical Damage Coverage Section: Temparary Suhstitute Autos — Physical Damage We will pay tt�e owner fior "loss" to the temporary substitute "auto" u�less the "]oss" results from fraudulent acts or omEssions on your part. lfi we make any payment to the owner, we will obtain the owner's righEs against any other parEy. The deductible for the temparary substitute "auto" will be the sarne as the deductible for the co�ered "auto" it r�places. O. Amended Dut�es In The ��ent Of Accident, Claim, Suit Or Loss Paragraph a. of the putias ln The E�ent Of Accident, C[aim, Suit Or Loss Condition is repfaced by �he followEng: a. In the e�ent of "accident", c[aim, °suit" or "loss", you must gi�e us or our authorized representative prompt notice of the "accidenf', clairn, "suit" or "loss". However, these duties anfy apply when the "accident", daim, "suit" ar "loss" is known to you (if you are an individual), a partner (f you are a partners�ip), a member (if you are a iimited liability company) or an execut��e afficer or insurance manager (if you are a corporation). The failure of any U-CA-424-F CUV (D4-14) Page 4 of 6 Includes copyrig�ied material of Insurance Ser�ices Office, lnc., wiih its permission. agent, servant or emplayee of the "insured" to notify us of any "accident", claim, "suiY' or "loss" shaff not invalidate the insurance afforded by this policy. InclucEe, as soon as practicable: (1 j How, wh�:n a�d where the "accideni" ar "loss" occurred and �f a cfaim is made or "suit" is brought, writfen notice of the claim or "suit" incfuding, but not limited ta, the date and details of such claim or "suit"; (2) The "insured's" nam� and address; and (3) 7o the exfent possible, the names and addresses of any injured persons and witnesses. If you report an "accident", cfairn, "sUit" or "loss" to another insurer when you should �a�e reported to us, your failure to report to us will not be seen as a violation of these amended duiie5 provided you give us notice as s�on as practicable a�Eer the fact of t�e delay becomes known to you. p. Waiver of Transfer Of Rights Of Recovery Against Others To Us The fallowing is added fio the Trar�sfer Of Rights Of Recovery Against Oti�ers To Us Condition: This Condition does not apply to the extent required of you by a written contrac#, executed prior to any "accident" or "loss", provided fhat the "accident" or "loss" arises out of operations contemp�a#ed by sucF� contract. This wai�er only appli�s #o the persot� ar organization designated in the contract. ' Q. Employee Hired Autos — Physica! Damage Paragraph b. af the Ot�er Insurance Condition in the Business Auto Coverage Form and Paragraph f. of fh� Other Insurance — Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form are replaced by the folfawing: For Hired Auto Physica] Damage Co�erage, the following are deemed to be covered "autos" you own: (1} Any co�ered "auto" you lease, hir�, rent ar �orrow; and (2) Any co�ered "auto" hired or rented und�r a written contract or written agreement entered into by an "employee" or elected or appointed official with your permission while being operated within the course and scope of that "employee's" employment by you or that elected or appointecE officiaPS duties as respect their obligations to you. However, any "auto" that is leased, hired, rented or borrawed with a driver is not a covered "a�to°. R. Unintentional �ailure to Disclose Hazards The foElowing is added to ti�e Concealment, Misrepresentation Or Fraud Condition: However, we will not deny coverage under this Coverage Form if yo� unintentionally: (9) Fail to disclase any hazards existing at the inception date of this Coverage Farm; or (2) Make an error, orni5sion, irr�proper description of "autos" or other misstatemenf of informaiion. You must notify us as soon as possible after the discovery of any hazarcEs or any oth�r information fhat was not provided to us prior to the acceptance of this policy. S. Hired Au#o — World Wide Co��rage I'aragraph 7a.(5j of ihe Rolicy Period, Co�erage Territory ConditEon is replaced by the following: {5) Anywhere in the worfd if a covered "auta" is leased, hired, rented or borrowed for a period of 60 days or less, T. Bodiiy ln�tary Redefined The definition of "bodily injury" in fhe Definitions Section is replaced by the following: "Bodily injury" means bodily injury, sickness or disease, sustained by a person including death or mental anguish, resuiting from any of these at any iime. Mental anguish means any type of rnentaf or emotional �Ilness or disease. U-CA-424-F� CW (04-14} Page 5 of 6 Includes copyrighted material of Insurance Services Office, ]nc., with its permission. U. Expected Or Intended ]njury The Expected Dr [ntencled Injury Exclusion ir� Paragraph B. Exclusions under Section Il -- Covered Auto LiabilEty Co�erage is repfaced by the following: Expected Or Intended ]njury "Bodi[y injury" or "property damage" expected or intended from the standpoint of t�e "�nsured". This exclusion does not apply to "bodily injury" or "properEy damage" resulting from the use of reasonable force to protect persons or properiy. V. Physica[ Damage --Ad[fitional Temporary Transportation Expense Coverage Paragraph A.4.a. of 5ection III — Physical Damage Coverage is replaced by the following: 4. Co�erage Extensions a. Transportation Expenses We will pay up to $50 per day to a maximum of $1,OOf} far temporary transpor�ation expense incurred by you because of the tatal theft of a covered "auto" of the pri�ate passenger type. We will pay only for thase covered "autos" for which you carry either Compreh�nsi�e or 5pecified Causes of Lass Co�erage. We will pay for temporary transportation expenses �ncurred during the period beginning 48 hours after the thefE and ending, regardEess of the policy's expiration, when the co��r�d "aufo" is returned to use or we pay for its "lass". W. Replacement o# a Private Passenger Auto with a Hybrid or Alternati�e Fuel Source Auto �_ i__i �_ w i+_"___ ri�_ r.�'__•__� r._�___'_ .+_'______ n i i he ic�ll�wiiiy is ac3�eca i� r�drdyra�iii H. �.uveraye ui u�e r�iysi�ai �+a�naye...uv�rayc oe��iC�ii: In the e�ent af a total "[oss" to a co�ered "auto" of the private passenger type that is replaced with a hybrid "auto" or "auto" powered by an alternati�e fuel source of the private passenger type, we will pay an additional 10% of the cost of Ehe replacement "auto", excluding tax, title, license, other fees and any aftermarket vehicle upgrades, up fo a max�mum of $2500. The co�ered "auto" must be re�laced by a hybrid "auto" or an "auto" pow�red by an alt�rnafi�e fuel source within 60 caiendar days of the payment of the "ioss" and e�idenced by a bill of sal� or n�w �ehicle lease agreament. To qualify as a hybrid "auto", the "auto" must be powered by a con�entional gasolin� �ngine and another source of propulsian pawer. The other source of propulsion power must be eEectric, hydrogen, propane, solar or nafural gas, either eompressed or liquefied. 7o qualify as an "auto" powered by an alternati�e fuel source, the "auto" must b� powered by a source af propu[sion power other than a con�entianal gasoline engine. An "autn" solely propell�d by biofuel, gasoline or diesel fuel or any blend thereof is not an "auto" powered by an alternati�e #uel source. X. Return of Stolen A�tomobi�e T�e following is added to the Coverage Extension Pro�ision of the F'hysical Damage Co�erage Section: �f a covered "auto" is stalen and reco�ered, we will pay the cost of transport to return the "auto" to you. We will pay only for those covered "autos" for which you carry either Compre�ensi�e or Specified Causes af Loss Co�erage. All other #erms, conditions, pro�isians and exclusions of this policy remain the same. U-CA-424-F CW (Q4-14) Page fi of 6 Indudes copyrighted maierial of Insurance Services O�ce, [nc., with its permission. Cove�age ]Ex�ension Endorsement � �� Policy No. Eff. Date of Pol. �xp. ]�ate of Pul. Is�: l�atc of Gnd. Producer Na Add'L Pi-em Return Prern_ BAP 65538D0-11 90I�91202Q 10/01/2021 47008dOd INCL THIS ENDORSEMENT CHANG�S THE P�I�ICY. PL��AS� READ IT CAREFULLY. This endarsement modifies insurance provided under the: Business Auto Covera�e F'orm Motor Carrier Co�erage Forrn A. Amended Who Is An Insured 1. The following is added to the Who Is An Insured Pro�ision in 5ection fi — Co�ered Autos l.iability Coverage: TF�e following are also "insureds": a. Any °employee" af yours is an °insured" while using a covered "auto" you don't own, hire or borrow for acts p�rformed within the scape of employment by you. Any "employee" of yours is also an "insured" whife operating an "auto" hired or rented under a contract or agreement ir� an "employee's" name, with your �ermissian, while performing duties related to the conduct of your bus�ness. b. Anyone volunteering servic�s fo you is an "insured" while using a covered "auto" you don't own, hire or borrow to transport your cfients or oth�r persons in activities necessary to your business. c. Ar�yone efse who fumishes an "auto" referencecE in Paragra}�hs A.1.a. and A.'f .b. in this endorsement. d. Where and to fhe extent permittec! by law, any person(s) or organization(s) where reqUired by written confract or written agreement with you execufed pr�or to any "accident", including those person(s) or arganization(s) directing your work pursuanf #o such written cantract or written agreement with you, provided tY�e "accident" arises out of o�erations go�erned by such contract or agr�ement and only up to the �imits requiretE in the written contract ar written agreement, or the Limits of Insuranc� shown in the Declarations, whichever is less. 2. The following is added to the Other Insurance Condition in tF�e Business Auto Coverage Form and th� Other Insurance— Primary ancf �xcess fnsurance Provisions CondiEion in the Motor Carrier Covarage Form: Coverage for any pe�'san(s) or organization(s), where required by wriften contract or written agreemenf with you executed prior to any "accidenf', will apply on a primary and non-contributory basis and any insurance maintained by tt�e additiar�al "insured" will apply on an excess basis. However, in no e�enf will this coverage extencE beyond th� terms and concEitions of fhe Coverage Form. B. Amendment -- 5upplementary Payments ParagrapF�s a.(�) ant! a.(4) of the Coverage Extensions Provision in Section I! — Covered Autos Liabili#y Coverage are replacecE by the following: (2j lJp to $5,600 for th� cost of bail bonds (including bonds for re[ated traffic law violations) rec�uired because of an "accidenY' w� cover. We do nof have to furnish these bonds. (4) A!I reasonable expenses incurred by khe "insured" at our request, including ac#ua] loss of earnings up ta $50Q a day because of time off from work. U-CA-424-F CW (04-14) Page �E of 6 Inc�udes copyrighted material of Insurance Services Offic�, Inc., with its permission. C. Fellow Em�Eoyee Co�erage T�e Feilow Employee Excfusion contain�d in Section li -- Co�e�red Autos L.iability Ca�erage does not apply. D. Driver 5afety Program Liability and Physical Damage Co�erage 1. The following is added to the Racing Exclusion in Sectiort II -- Cov�red Aufos �.iability Co�erage: This exclusion does not apply fo co�ered "autos" participati�g in a driver safety program event, such as, but not limited ta, auto or truck roc��os and other a�ato or truck agility demonstrafions. 2. The following is add�d to ParagrapY� 2. in the �xcfusions of Sectian 11] — Physical Damage Correrage of the Business Auto Co�erage Form and Paragrapi� 2.�. in the Exclusians of Section N— Physicaf Damage Coverage of tf�e Motor Carrier Co�erage Form: This exclusion does not apply to co�ered "autos" participat�ng in a dri�er safety program e�ent, such as, but not limited ta, auto or truck radeos and other auto or truck agility d�monsfrations. E. Lease or Loan Gap Coverage The following is addet! to the Ca�erage Pro�ision of the Physical �amage Coverage Section: Lease Or Loan Gap Co�erage in iha event of a tota! "loss" to a co�ered "auto", we wi�] pay any unpaid amount due on the lease or loan for a co�ered "auto", less: a. Any amount paid under the PhysicaC bamage Co�erage Sectio� of the Co�erage Form; and �]. l�f k}i: (1) Overdue lease ar loan payman#s at the t�me of the '9oss"; [2) Financial penalties imposed under a lease for excessi�e use, abnormal wear and tear or high mileage; [3) Security deposits nat returned by the lessor; (4) Costs for extended warranties, credit life insurance, health, accident or disability insurance purchased with the loan or lease; and (5) Carry-ouer balances frorn pre�iaus leases or loans. F. Tawing and L�abor Paragrapi� A.2. of the Physicaf Damage Co�erage Section is rep�aced by the following: We will pay up to $75 for towing and fabor costs incurred each time a co�ered "auto" of the pri�ate passenger type is disabled. Howe�er, the labor must be performed at the pface of d�sa�lernent. G. Extended Glass Co�erage The fo!]owing is added ta Paragraph A.3.a. of fhe Physical Damage Co�erage Sectian: [f glass must b� replaced, the deductib[e shown in the Declarations will apply. is actually repaired rather than replaced, the deductible wil[ be waived. You repaired rat�er than replac�d. H. Hired Auto Physical Damage— Increased Loss of Use Expenses Howe�er, if glass can be repaired and ha�e the aption of ha�ing the glass The Co�erage Extensian for Loss Of Use Expenses En the Physical Damag� Ca�erage Sect[or� is replaced by fhe following: Loss Of Use Expenses For Hired Auto �'hysical Damage, we will pay expenses for which an "insured" becom�s Eegally r�sponsible to pay for loss of use af a �ehicle rented ar hired without a driver under a written rental contract or writien rental agreement. We wil] pay for lass of use expenses if caused by: U-CA-424-F CW (04-14) Page 2 of 6 Inc�udes copyrighted material of Insurance Services bffice, Inc., with its permission. (1) Other than collision only if the Declarations indicate that Comprehensive Coverage is pro�ided for any covered "auto"; (2) Specified Ca�ses Of Lass only if the Declaratians indfcate that Specified Causes Of Loss Coverage is pro�ided for any covered "auto' ; or (3) Collision only if the Dedarafions indicate that Collisio� Covarage is provided for any coveret! "auto". However, fhe most we will pay for any expenses for loss of use is $100 per day, to a maximum of $3000. I. Personal Effects Coverage The folfowing is added to khe Coverage Pro�ision of the Physical Damage Caverage Section: Personal Effects Coverage a. We will pay up to $750 for "loss" to persanal efFects which are: {'1) f'ersona] property owned by an "insured"; and (2) In or on a covered "auto". b. Subject to Paragraph a. above, the amount to be paid for "loss" ta personal effects wif� be based on t�e lesser of: (1) The reasonable cost to replace; or [2} The actual cash value. c. The coverage provitled in Paragraphs a. and b. aboWe, only applies in the event o'f a total theft of a covered "auto". No deductible applies to this cov�rag�. However, we will nat pay for "loss" to personal effects of any of the following: (1) Accounfs, bills, currency, deeds, evidence ofi debt, money, notes, securities, or commercial paper ar other documents of value. (2) Bullion, gold, silver, platin�am, or other precio[as alloys or rr�etals; furs or fur garments; jewelry, watches, precious or serni-precio�as stones. (3) Paintings, statuary and otherworks of art. (4] Confraband or property in the course of illegal transportation or trade. (5) Tapes, records, discs or other simi[ar devices used with aud�o, �isual or data electranic equipment. Any coverage provided fay this Pro�ision is excess over any other insurance co�erage available for the same "loss". J. 7apes, Records and Discs Coverage 1. The �xc�usion in Paragraph B.4.a, of Sectior� lil — Physical Damage Coverage in the 8usin�ss Auto Coverage Form and the Exclusion in Paragrapn B.2.c. of Section !V — P�ysical Damage Coverage in the Motor Carrier Co�erage Form does not apply. 2. The following is added to Paragra}�h 1.a, Campreher�sive Coverage under the Coverage Provision of the Physical Damage Coverage Section: We will pay for °loss" to tapes, records, discs or other similar deWices used with audio, visual or data electronic equipment. We will pay only if the tapes, records, discs or other similar audio, visual or data electronic devices: (aj Are the property of an "insured"; and (bj Are in a covered "auto" at the time of "loss". The most we w�ll pay for such '9oss° to tapes, records, discs or other sirnilar devices is $500. The Physical Damage Coverage Dec�uctible Provision does no# apply ta such "lass". U-CA-424-F CW (04-94) Page 3 of 6 Includes copyrighfed malerial of Insurance Services Office, Inc., with its permission. K. Airbag Co�erage 7he �xclusion in Paragraph B.3.a. of Section IEl — Physica[ Damage Co�erage in the Business Auto Coverage Form and the �xclusion in Paragraph B.4.a. of Section 1V — Physical Damage Co�erage in fhe Motor Carrier Caverage �orm does not apply to the accidental discharge of an airbag. L. Two or More Deductibles The following is adcEed to the �eductible Provision of the Physical Damage Coverage Section: If an accident is co�ered both by this policy or Co�erage Form and by another �olicy or Co�erage Form issued to you by us, the foliowing applies for �ach co�ered "auto" on a per �ehicle basis: 1. If the deductible on this palicy ar Co�erage Form is the smaller (or smallest) deductible, it wif[ be wai�ed; ar 2. If the deductible on this policy or Co�erage Form is not the small�r (or smallesi) deductible, it will be reduced by the amount o'f the smaller (or srnallest) deductible. M, Ahysical Damage — Compreher�sive Co�erage — �eductible The following is added to the I]educt�ble Provisian of the Physical Damage Coverage Section: Regardless of the number of co�ered "autos" damaged flr skolen, fhe maximum deductible that will be applied to Comprehensi�e Co�erage for all "lass" from any one cause is $5,000 or the deductible shown in the Declarations, w�iche�er is greaier. N. Temporary Substitute Autos — Physical Qamage 1. The followinq is added to Secfiion 1— Co�ered Autos: Temporary Substifute Aufas — Physical Damage If Physical Da�'nage Co�erage is pro�ided by this Co�erage F'orm on your owned co�ered °autos", the follawing types of �ehic[es are also co�ered "autos" for Physical bamage Co�erage: Any "auto" yau do not own when used with the permission of its owner as a temporary substitute far a co�ered "auto" you do own bufi is out of service because of its: 1. BreaKdown; 2. Repair; 3. Ser�icing; �. "L.oss' ; or 5. f�estruction. 2. The following is added ta the Paragraph A. Coverage Pro�ision of the Physical Damage Co�erage Section: Temparary Substituf� Autos — Physica� Damage W� will pay the owner for "lass" to the temporary substitute "auto" unless the "�oss" results firom #raudulent acts or omissions on your part. !f we make any payment to the owner, we wil[ o6tain #he owner's rights against any ather party. �he deductib[e for the temporary substitufe "a�to" wil[ be tt�e same as the c[eductible for the co�ered "au#o" it replaces. O. Amended Duties In The E�e�t Of Accident, C[aim, Suit Or Loss Paragraph a. of th� Duties In The E�ent Of Accident, C[aim, Suit Or Loss Condiiian is repEaced by fihe follawing: a. ln the e�ent of "accident", clairn, "suit° or "lass", you must gi�e us or our authorized represenfative prompt notice of the "accident", claim, "suit" or "loss". Howe��r, thcs� dutiss only apply when the "acciden�", claim, "suit'° or "loss" is known to you (if you are an �ndi�idual}, a partner (�f you are a partnership), a member (if you are a limited liability company) or an executi�e afficer or insuranc�; manager (if you are a corporation). The failure of any U-CA-424-F CW (04-1�4} Page 4 of 6 Includes copyrighted materia! of Insurance Services Office, Inc., with its permission. agent, servant or employee of the "insured" to notify us of any "accident", claim, "suit" or "loss" shall not i�validate the insurance afforded by this policy. Include, as soon as prac#icabfe: (1) How, when and where the "accident" or "loss" occurred and if a claim is made or "suif' is brought, written notice of the claim or "suit" inclutEing, buf not limitecE fo, ti�e date and detaiis of such claim or "su�t' ; (2) The "insured's" name and address; and (3j To t�e extent possible, the names and addresses of any injured persons and witnesses. If you repor� an "accident", claim, "suit" or "loss" to another insurer when you should have reported to us, your failure to repar# to us wifl not be seen as a violatiort af these amended dUties provided you give us notice as soon as practicable a�Eer the fact of the delay becomes known to you. �p. Wai�er of Transfer Of RighEs Of R�covery Against Others To Us The following is added fo fhe Transfer Of Rights �f Recov�ry Against Others Ta Us Condition: This Condition does nat apply to the e�ent required of yau by a written contract, executed prior to any "accidenf" or "loss", provided that the "accident" or "foss" arises out of operations contemplated by such contract. T�is waiver only applies ta the person or organization designat�cE in th� contract. Q. �mployee Nired Autos — �hysica� Damage Paragraph b. of fhe Other Insurance Condition in the Business Auto Co�erage Form and Paragraph f. of fhe Oth�:r Insurarzce — Prirriary and Excess Insurance Provisions Condiiion in the Motor Carrier Coverage Form are replaced by the following: For Hired AUto Physical Damage Coverage, the following are deemed to be co�ered °autos" you own: (1) Any covered "auto" you lease, hire, rent or borrow; and (2) Any covered "auto" hired or rented under a written contract or written agreement entered into by an "employee" or elected or ap�aointed official with your permission while being operated within the course and scope of that "employee's" errtplqyment by you or that electec! or appointed official's duties as respect their obligations to you. However, any "aufo" that is ]easecE, hired, rented or borrowed with a driWer is not a covered "auto". R, Unintentional Failure to Disclose Hazards Th� following is added to the Concealment, Misrepresenta#ion Or Fraud Condition: How�v�r, we will not deny coverage under this Coverage Form if you unintentionally: (1) Fail to disclose any hazards existing at the inception dafe of this Coverage Form; or (2) Make an error, omission, improp�r d�scription af "autos" or othe� misstatement ofi informaiian. You must nofify us as soon as possible a#E�T the discovery of any hazards ar any other information that was not provided to us prior to the acceptance of this policy. S. Hired Auto — World Wide Coverage Paragraph 7a,(5} of the €'olicy Period, Coverage TerriEory Condifion is r�placed by the fo!lowing: (5) AnywYtere in the warld if a co�ered "auto" is leased, hired, rented or borrow�d for a p�riod of 60 days or less, T, Bodify Injury Redefined The definition of "bodily injury" in the �efinitions Section is replaced by the foflowing: "Bodily injury" means bodily injury, sickness or disease, sustained by a person incfuding death or mentaf anguish, resulting fram any of these at any tirne. Men#a] anguish means any type of rr�ental or emotional illness or disease. U-CA-424-� CW (D4-14) Page 5 of 6 fncludes copyrighled maieriai of Insurance Services Office, Inc., with its permission. U. Expected Or Intended Injury Th� Expected Or Iratended lnjury Exc[usion in Paragraph B. �xdusians under Section II — Co�ered Auto Liability Co�erage is replaced by the following: Expected Or Intended Injury "Bodily injury" or "proper�y damage" ex�aecked or intended #rom ihe standpoint of the "insured". This exc[usion does not apply fo "f�odily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. V. Physical Damage -� Additional Temparary Transportation Expense Ca�erage Paragraph A.�4.a_ of Section 111— Physical bamage Co�erage is replaced by the following: 4. Co�erage Extensions a. Transporta�ion �x��nses We will pay up to $50 per day to a max[mum of $'1,000 for temporary transportation expense incurred by you because of the total t�eft of a covered "auta" of #he pri�a#e passenger type. We will pay only for those co�ered "autos" for which you carry either Comprehensi�e or Spacified Causes of Loss Co�erage. We will pay for temporary transportation expenses incurred during the periad beginning 48 hours after the theft and ending, regardless of th� pol�cy's expiratian, when the co�ered "auto" is returned to use or we pay for its "loss". W, Replacement af a Pri�ate Passenger Au�o with a Hybrid or Alternafi�e Fuel Source Auto i ne foliowing is added io Faragraph fi. �o�erage oi ine rnysicai uatiiage i.o��rage 5ec�iori: In the e�ent of a totaf "lass" to a co�ered "auto" of th� pri�ate passenger type that is replaced wiih a hybrid "auto" or "auto" powered by a� alternati�e f�el source of th� pri�ate passenger type, we will pay an additianal 10% of the cast of the replacement "auto", excluding tax, title, license, oiher fees and any aftermarket �ehicle upgrades, up to a maxirt�um of $250a. �ihe ca�ered °auto" must be replaced by a hybrid "auto" or an "auto" powered by an alternati�e fuel source within 60 calendar days of the payment of the "loss" and evidenced by a bil] of sale or new �ehic[e lease agreement. To qualify as a hybrid "auto", the "auto" musf be powered by a con�entional gasoline engine and another source of propulsion power. The other source of propulsion power must be electric, hydrogen, propane, solar or natural gas, either compressed or liquefied. io qualify as an "auto" powered by an alternative fuel source, the "auia" mus# be powered by a source of propulsior� power oth�r than a con�enfional gasoline engine. An "auto" sole[y propelled by �iofuel, gasoline or diesel fuel or any blend thereof is not an "auto" powered by an alternafi�e fuel source. X. Fieturn of Stolen Automobile The following is added to the Co�erage Extension Pro�is�on of th� Physical Darrtage Co�erage 5eckion: If a co�ered "auto° is stolen and reco�ered, we wiff pay the cast of transporE to return the "auto" fo you. We wi[[ pay only for those co�ered "aukos" for which you carry either Compreh�nsi�e or Sp�cifi�d Causes af Loss Co�erage. All other ferms, conc[iiions, pro�isions and exclusions of this policy remain the same. U-CIa-424-F CW (04-14) Page 6 of 6 Includes copyrighted material of Insurance Services Qffice, Inc., with its permission. STA�iT�ARi� GEI�TERAL C�llTI)YTI�li�� OF �'HE COI�TSTRUCTI�1� C��TT�.CT C1T'Y OF FOTi1' WORTH STANDt1RD COIVSTRUCT[ON SPECIFTCA'ITON DOCUMENTS Revision: �uary2, 2016 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTYON C4NTRACT TABLE OF COliTTEI�TTS Page ArticJ.e 1— Definitions and Terminology .. 1.01 Defined Terms ....................... 1.02 Terminology .......................... ....................... . ........ . . . . .. . . ...... ....................... ArticIe 2 — Preliminary Matters .............................................................. 2.01 Copies of Documents ......................................................... 2.02 Comrnencement af Contract Time; Notic� to Praceed ..... 2.03 Starting the Work ............................................................... 2.04 Before Starting Construction ............................................. 2.05 Preconstr�tction Conference ............................................... 2.06 Publie Meeting .................................................................. 2.07 Initial Acceptance o� Schedules ......................................... ..................................................1 ..................................................1 .................................................. 6 ...................................................... 7 ...................................................... 7 , ..................................................... 7 ....................• �----............................ 8 ...................................................... & ...................................................... 8 ...................................................... 8 ...................................................... 8 Articie 3— Coniract Documents: Intent, Amending, Reuse .................................................................... 3.01 Inteni ...................................................................................................................................... 3.02 Reference Standards .............................................................................................................. 3.Q3 Reporting and Resolving Discrepaz�cies ............................................................................... 3.04 Amending and S�pplementing Contract Documents ........................................................... 3.05 Reuse of Documents ............................................................................................................. 3.06 Electronic Data ...................................................�---....---�--..................................................... Article 4— Availability af Lands; Subsur�ace and Physical Conditions; Hazardous Environmental Conditions; Reference Points ......................................................................�--...................... 4.01 Availability of Lands ..................�---................................................................................ 4.42 Subsurface and Physical Conditions ............................................................................... 4.03 Dii%ring Subsurface or Physical Conditians .................................................................. 4.04 Underground �'acilities ................................................................................................... 4.05 Reference Points ......................................................................a--••-----.....--�---.................. 4.06 Hazardous Environmental Conditian at Site .................................................................., Article 5 -- Bonds and �nsurance ......................................................... 5.01 Licensed Sureties and Insurers ........................................ 5.�2 Performance, Payment, and Maintenance Bonds............ 5.03 Certificates of Insurance .................................................. 5.04 Contractor's Insurance ..................................................... 5.05 Acceptance of Bonds and Insurance; Option to Replace Article 6 — Contractar's Responsibiliti�s ........, 6.01 Supervision and Superintendence ....................... ....... 8 ....... S --�---� 9 ....... 9 .....10 .....10 .....11 ,.....11 ..... l l .....12 .....12 .....13 .....14 ..... l 4 .......................................................16 -� .....................................................16 .......................................................16 .................................�--.......-----.......16 ..-----� ...............................................18 .......................................................19 ........................�-�--..........................19 ................................:......................19 Cl"�it OF FpRT WORTH S"1'ANDA�]CQNSTRUCTION SPECIFICAT'IDN DdCi7MENT5 Revision: �y2,2�16 b.02 Labor; Working Hours ................................................. 6.03 Sezvices, Matezials, and Equipment ............................ 6.0� Project Sched�le ......................•---................................. 6.05 Substitutes and "Or-Equals" ........................................ 6.06 Concerxii�g Subcontraciorrs, Suppliers, and Others..... b.07 WageRates--� ................�----........................................... 6.0$ Patent Fees and Royalties ............................................ 6.09 Pe�ts and Uiilities ..................................................... 6.10 Laws and Regulations..---•---.•---------------•--•.................... 6.11 Taxes ............................................................................ 6.12 Use of Site and Other Areas ........................................ 6.I3 Record Documents ....................................................... 6.14 Sa�ety and Protectian ................................................... 6.1 S S afety Repxesentatzve ................................................... b.16 Hazard Communication Programs ............................... 6.7 7 Emergencies andlor Rectification ................................. 6.18 Submzttais ..................................................................... 6.19 Continuing the Work ..................................................... 6.2Q Contractor's General Warranty and Guarantee............ b.21 Indemnification ........................................................... 6.22 Delegatzon af PxofessionaZ Deszgn Se�ces ................ 6.23 Right to Auclit ................................................................ 6.24 Nondiscrimination ......................................................... Article 7- Other Work at the Site ....................................................... 7.01 Related Work at Site ....................................................... 7.02 Coardination .................................................................... ..................................�--��---��-----�--�....----.20 .............................................................. 20 .............................................................. 21 ............................................................. 2l ............................................................. 24 .............................................................. 25 .................� �---...-----............................... 26 , ............................................................. 27 ............................................................. 27 ............................................................. 28 ............................................................. 28 ............................................................. 29 .........................................••----��----...---.. 29 ............................................................. 30 ............................................................. 30 .......................................................� �---- �0 ............................................................. 31 ............................................................. 32 ............................................................. 32 ............................................................. 33 , .. ............................... ........................... 34 ....--� �---�-• ............................................... 34 ............................................................. 35 .................................. Article S - City's Responsibilities ................. 8.01 Cornmunications to Contractor .................................................. 8.02 Furnish Data ............................................................................... 8.03 Pay When Due .....----� ..............................•----.............................. 8.04 Lands and Easements; Reports and T�sts ................................... 8.05 Ck�ange Orders ............................................................................ 8.06 Inspections, Tests, and Approvals .............................................. 8.07 Limitatians on City's Responsibil;ties ....................................... 8.08 Undzsclosed Hazardous Envzronmental Condition .................... 8.Q9 Compliance with Sa%ty Pro�am ............................................... ............................ ............................ ............................ ............................ . ................ ................ ............... 35 .............. 3S ............... 3b ............ 3b ........... 36 ........... 36 ........... 35 ..---�----.3f ........... 36 ........... 36 ........... 37 ........... 37 ........... 37 Article 9-� City's Observation Status During Constr�tction .............................................................. 9.01 City's Project Manager ..... .......................................................................................... 4.02 Visiis to Site ..................................................................................•--•�-�----��-------............. 9.03 Authorized Variations in Work ..................................................................................... 9.04 Rejecting Defective Woxk ............................................................................................. 9.05 Deternlinations %r Work Performed ..........................................................•.................. 9.06 Decisions on Requirements of Contract Docurnents and Acceptability af Work........ .......... 37 ......... 37 .......... 37 .......... 38 ,......... 38 ,......... 3 S ......... 38 Cl'I`Y OF FORT WORTH STANDARIJ CONSTRUCTYON SPBCIFTCATION DOCiIMENTS Itevision: F�uary 2, 2016 Article 1Q - Changes in ihe Work; Claims; Extra Work ................................................................................38 10.01 Authorized Changes z� t�e Wark ............................................................................................... 38 10.02 Uz�auihorized Changes in the Work ........................................................................................... 39 1�.03 Execution of Change Orders ...............................�---....................................................................39 10.04 Extra Work ..........................................................................................................................�--.....39 �0.05 Notificat�on to Surety ..................................................................�---............................................39 10.06 Contract Claims Process ............................................................................................................. 40 Artrcle 11--- Cosi o� the Work; Allowanc�s; Unit Price Work; Plans Quantity Measurernent ......................41 11.01 Cost of the Work ................................��---....................................................................................41. 11.02 Allo�vances ..............................................................................................................................�--.�3 J.1.03 Unit Price Work ........................................................................�--�-----.........................................44 11.04 Plans Quantity Meas�zement ......................................................................................................45 Articie 12 -- Change o� Contract Price; Change of Contract Time ................................................................. 46 l 2.01 Change o� Contract Price ............................................................................................................ 46 12.02 Change of Contract Ti�ne .........................�---�--............................................................................4-7 12.03 Delays ..................................................................................................................................��----..47 Art�cle 13 - Tests and Inspections; CorrecY�on, Removal oz� Acceptance af De%ct�ve Work ...................... 4$ i�.vi T1GtiCi, Oi U£iCCtS ........................................................................................................................�g, 13.02 Access to Work .......................................................................................................�-----..............48 13.03 Tests and Inspections ............................................�---..................................................................48 13.Q4 Unco�ez�ng Work....--� .............................................................................................�---................49 13.05 City May Stop the Work .................................................�----.......................................................49 13.06 Correc�ion or ReznovaJ of Defective Work ................................................................................ SO 13.07 Coz-�ection Period ............................................................................................�---........................ 54 �3.08 Acceptance o� Defective Work ...............�-�--............................................................................... S l 13.09 Crty May Coz7rect Defective Wark .......................................................................... --.. 51 ............... Article 1� - Payments to Contractor and Completion .............................................................. 14.01 Schedule of Values ..............................�---.............................................................. 14.02 Progress Payments ................................................................................................ 14.03 Contractor's Warranty of Title ............................................................................. 14.04 Partial Utilization .....--� .......................................................................................... 14.05 Final Inspection ..............................................................�--.................................... 14.06 Final Acceptance .................................�---.............................................................. 14.07 Final Payment ........................................................................................................ 14.08 �'inal Completion Delayed and Partial Retainage Release .................................. 14.09 Warver of Claizxzs .................................................................................................. Article 15 - Suspension of Work and Termination ................ 15.01 City May Suspend Work ..................................... 15.02 City May Terminate for Cause ........................... J.5.03 City May Terrninate For Convenience ............... Article 16 - Dispute Resolution .................... 16.Q1 Methods and Procedures........... ................ ................ ................. ................. ................. ................. ................. ................. .....52 ..... 52 ..... 52 .....54 ..... 55 ..... 55 ..... S5 ..... 56 ..... Sb ..... 57 ........................................ 57 ........................................ 57 ........................................ 58 � ....................................... 60 ........................................ 61 ........................................ 61 C1TY OF FORT WORTH S`1'AIVDAI2D CONSTRUCTIpN SPECIFICATIdN DOCi7MENT5 Revision: Febnzary2,2016 Artzc�e � 7 — Mzscelianeous .................................................... 17.01 Giving Not�ce ...............................�----.....------..... 17.02 Cornputation of Times ...................................... 17.D3 Cunaulative Rermedies ....................................... �7.04 S�.uvival oiObligations ..................................... 17.05 Headings ............................................................ .......................................... .......................................... .......................................... .......................................... .......................................... .............................. 62 .............................. 62 .............................. 62 .............................. 62 , ............................. 63 .............................. 63 C1TY OF FpRT WQRTH STANDARD CONSTRUCT'ION SPECTF�TCATION I70CUMElVTS Revision: F�elnvary2, 2016 00 �z oo - i G�NERAL CONDITfONS Page 1 of 63 ARTICLE 1— DEFINITIONS AIVD TERMIN4LOGY 1.01 Defined Terms A. Where�er used in these General Condit�ons or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and �c�vords dezzoting gender shall include the masculine, feminine and neuter. Said terms are g�z�erally capitalized or written in itaiics, but nat always. When used in a conte�t consistent with thc definitian af a listed-defined iezxxz, the te�'m shall have a meaning as defined below whether capitalized ox italicized ar otherwise. In addition to terms specifically deiined, terms with ini�al capital letters in the Contract Documents include references to identi�ted articles and paragraphs, and the titles of other docurnents or foz7xzs. 1. Addendc�---Written or graphic instruments issued prior to the o�ening af Bids which clarify, correct, or change the Bidding Requirements or the proposed Coz�tract Documents. 2. Agreement—The written inst�l�7i�ent w�uch zs evidence of the agreement between City and Contractor covering the Woric. �. AE7EiliCLlliDiZ fOY i Clj�iy2Er"ci—iic �vii�l aCCc��a�'i�� i1 �iijr W�liCli 1S tv uG iISCC�i �'ijj �,••,�J'c�C�GT UVAA during the course af the Wark in requestang progress or final payments and which is to be accompanied by such supporting documentat�an as is required by the Contract Documents. 4. Asbestos—Any material that contains more than one pexcent asbestos and is friable or is releasing asbestos fibers into the air above current action lev�Is estabiished by the United States Occu.pational Safety and Health Administration. 5. Award — AuthorizaYion by the City Council �or the City to enter into an Agre�rnent. 6. Bid—The offer or proposal of a Bidder submitted on the prescribed farm setting forth the prices for the Work to be performed. 7. Bidder—The individual or eniity who sub�nits a Bid direc�ly to City. S. Bidding Docun�cents T`he Bidding Re�uirements and �ie proposed Con�ract Docuzxaents (including all Addenda}. 9. Bidding Requirements—The advertisement or Invitation to Bid, Ins%rructions to Bidders, Bid security of acceptable fozn:z, if any, and the Bid Form with any sup�lements. 10. Business Day — A business day is defined as a day that tk�e City conducts narmal business, generally Monday thraugh Friday, except for fedexa� or state holidays observed by the City. 1 I. Buzzsaw — City's on-line, electronic document management and collaboration system. ] 2. Calendar Day — A day consisting af 24 ho�us rneasured from zx�id�ight to the next midnight. CI'I'Y OF FOItT WORTH STANDARD CQNSTAUC'I`IUN SPECIFICATTON DOCUNf��TC'S Revision: F�u�uy 2, 20I fi 00 72 00 -1 GENERAL CONDITIONS Page 2 of 63 13. Change Order—A document, which is prepared and appraved by the Czty, WI7lC� 1S 51�I1�C� by Contractor and City and authorizes an addition, d�letion, or revision in the Work or an adjustment in the Contract Price ox the Contract Tizx�e, issued on or after the Effective Date of the Agreement. 14. City-- The City of Fort Worth, Texas, a�ome-rul� municipal corporation, autharized and chartered under the Texas State Statutes, acting by its governing body thraugh its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duti�s with responsibility %r final en%rcement of the contracts z�volviz�g the City of Fort Worth is by Charter vested in the City Max�ager and is th� entiry with whom Cantractor has entered into the Agreemeni and foz' whozin the Work is to be perfarmed. J.5. City Attorney -- The official�y appointed City Attorney o� the City of Fort Worth, Texas, or his duly author�zed zepzesezatatzve. �6. City Council - The duly elected and q�alified governing body of the City of Fort Worth, Texas. 17. City Manager — The afFicially appoznted arzd aut�o�zed City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 18. Contract Claim—A demand or assertion by City or Contractor seeking an adjustment of Contract P�ce ox Contract Time, or both, ar other relief vvith respect to ihe terms of the Contract. A demand for money or services by a third party zs �ot a Coz�tzact Claim. I9. Contract The enYire and integrated written document between the City and Contractor concerning t.�e Work. The Contract contains the Agreement and all Contract Documents and sugersedes prior nego�iations, representa�ions, or agreements, whether written or oraJ. 20. Contract Documents—Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractar subrnittals, and the reports and drawings of subsurface and physical conditians are not Coniract Documents. 21. Contract Price—The moneys payable by City to Contractor for completion oi the Work in accardance with the Contract Documents as stated in Yhe Agreernent (subject to the provisions of Paragraph 11.03 in the case o� Unzt Price Woxk). 22. Contract Tisne—The number of days or the dates stated in the Agreernent ta: (i} achieve Milestones, if any and (ii} complete the Work so that it is ready for Final Acceptance. 23. Cantrc�ctor—The individual or entity with w�orn City �aas er�tered into the Agreement. 24. Cost of the Work�ee Paragraph 11.01 of ttzese General Condit�ons far defnition. CI'I`Y OP FflRT WORTH STAIVDARDCONSTRUCTION SPECIFICAT101�I DOCUMENTS Revision: Pebn�ry2, 2016 00 �z oo - i GENERAI� CONDI71pNS Page 3 of 63 25. Damage Clairres — A demand for zz�oney or services arising from the Project or Site from a Yhird party, City ox Contractor exclusive of a Contract Claim. 26. Day or day — A day, unless ot�ezwise defined, shall rnean a Calendar Day. 27. Director of Aviation — Tl�e afficially appointed Director of the Aviation Departzxze�t of the City of Fort Worth, Texas, ar his duly appointed representati�e, assisiant, or agents. 28. Director of Parks and Cammunity Set-vices — The ofFicially appointed Director of the Parks and Comm.unuty Services Department of the City of Fort Wort�i, Texas, or k�,zs duly appointed representative, assistant, ar ag�nts. 29. Director of Planning and Development -- The aff�icialiy appointed Director of �he Planning and Developrnent Department o£ ihe City of Fort Worth, Texas, or his dr�ly appointed representative, assistant, or agents. 30. Director of Transportation Public Works -� The off'icially appointed Director of the Transportation Public Worrks Department af the City af Fort Worth, Texas, or his duly appointed representative, assistant, nr agents. 31. Director of Water Department — The officially appoiz�ted Director oi the Water D��artment of Y.he City of Fort Worth, Texas, or his duly ap�ointed representative, assistant, ox agents. 32. Drawings—That part of T.h� Contraci Dac�ments prepa�red or approved by Engineer which graphically shovvs t�ie scope, extent, and character of the Wark to be perfarmed by Contraetor. Subzxa_ittals are not Drawings as so defined. 33. Effective Date of the Agreement The date z�ndzcated in the Agreement on which it becomes effective, but if no such date is indicated, it means the dat� on whicn the Agreement is signed and delivered by the last o� th� two parties to sign and deliver. 34. Engineer—The licensed professional engineer or engineering firm registered in the State of Texas pe�orming professional servic�s for the City. 35. Extra Work — Additional work made necessary by changes ox alterations of the Contract Dacuments ar of quantiYres or for oiher reasons for which no prices are �rovided in the Contract Docunaents. Extra work shall be part of the Wark. 36. Field Order — A writt�n order issued by City which requxres changes in the Work but which does noi involve a change in the Contract Price, Contract Time, or the intent af the Engineer. Field �rders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 37. Final Acceptance — The wri.tte� notiee gi�en by the City io ihe Coniractor that Yhe Work specified in �e Contract Documents has been completed to the satisfaction of the City. CTTY Ol� F012`�' WQATH STA�'DARD CQ1V5'T'TtLJCTIdIV SPECTFICATION DOCUIvIE�TTS Revisio�: Febn�a�y2, 2016 DO72OD-1 C,ENERAL CONDITIONS Page 4 of 63 38. Final Inspection — Ins�ection carried out by ihe City to verify that the Cantractar has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in confo�mance with ihe Contract Documents. 39. General Requirements�ectians of Division 1 of the Cantract Documents. 40. Hazardous Environmental Condition—The presence at the Sit� of Asbestos, PCBs, Petzoleuzx�, Hazardous Waste, Radioactive Material, or other rnaterials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41. Hazardous Waste—Hazardous waste is defined as any solid waste Iisied as hazardous or possesses one oz zxaoze haza�rdous characteristics as defined in the federal waste regulations, as amended from time to time. 42. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all gavernmental bodies, agencies, authorities, and caurts having jur�sdzction. 43. Liens—Charges, s�curity int�rests, or encumbrances upon Project fiinds, real property, or �ersonal property. 4�. Mafor Item -- An �tem o£ wor�C included in the Con�ract Docuzx�.ents t.�at �as a total cost equal to or greater than 5% of the origina.i Contract Price or $25,000 whichever is less. 45. Milestone A principal event specifed in the Contract Documents relating to an intermediate Contract Ti�xae p�or ta Final Acceptance of the Work. �6. Notice of Awc�rd—The writien notice by City �o the Successful Bidder stating tl�at upon timely compliance by the Successful Bidder with the condi�ons precedent Zisted therein, City will sign a�d deliver the Agreement. �7. Notice to Proceed—A written notice given by Ciiy to Contractor fixing the date on which the C�ntract Time wili commence to run and on which Contractor shall start to perform the Woxk specified in Contract Documents. 48. PCBs—Polychlorinaied biphenyls. 49. Petroleum—Petroleum, including crude oil or any fraciion tl�ereof which is lic�uid at standard condit�ons of ternperature and presstrre (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oi1, peiroleum, fuei oil, oil sludge, oii refuse, gasaline, kerosene, and oii mixeci with other non-Hazardous Waste and crude oils. 50. Plans -- See definition of Drawzngs. CPI`Y OF FORT WOATH STANDARD CONSTRUCTiON SPECD�ICATfON DOCiIMLNTS Revision: Fetm�y 2, 2016 D0 72 00 - 1 G�N�FiAL CQND[TIONS Page 5 of G3 51. Project Sehedule A schedule, prepared and maintained by Contractor, in accordance with the General Requiremenis, describing the seq�ence and duration of t�e activities comprising the Contractor's plan to accozx�plish the Work within the Contract Tim�. 52. Project The Wark to be perFormed und�r the Contract Docurnents. S3. Project Manager The author�zed representative of the Czty who will be assigned to the Site. 54. Public Meeting - An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an infozxned view of the Project. 55. Radioactive Material-�-,Source, special nuclear, or byproduct material as defined by the Atomic Enexgy Act of 195� (42 USC Section 2011 et seq.) as arnended from tiz�ae to tizxae. 56. Regular Working Hours - Hours beginning at 7:�0 a.r�x�. az�d ending at 6:4D p.m., Monday thru Friday {excluding legal holidays). 57. �'amples--Physical examples of materials, �qui�ament, or workmanshtp that are i�presentu�lV� Cf S:.Ii1e �,OI"�1CT1 O� %�2e �z�: �U aI7G� lFT�JCi', e�f.a��1S� �� Si�ndard5 � j� �TJ�]l��l S'.AC�1 portion of the Work will be judged. 58. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required submi�tals and the time reqtxirernents to support scheduled performance of relat�d construction actzvxties. 59. Schedule of Values—A schedule, prepared and rnaintained by Contractox, allocating portions of the Contract Price to various portzans af the Work and used as thc basis for reviewing Contractor's Applica#�ans for Payment. 6�. Site—Lands or ar�as indicated in the Contract Docuzxae�nts as being furnished by City upon which the Work is to be pez�£ormed, including rights-of-way, permits, and easements �or access thexeto, and such other lands furnished by City which are designated fox the use of Contractor. 61. Speci�cations—That part of the Cantract Documents consisting of written requirements for zxaaterials, eqtiipment, systems, standards and warkmanshzp as applxed to the Work, and certain administrati�e requirements ar�d pracedurai matters applicable thereto. Specifications may be specifically rmade a part of the Contract Documents by attachment or, if not attached, zxaay be incarporated by re%r�nce as indicated in the Table of Contents (Di�ision OQ 00 00) oi each Project. 62. Subcontractor—An individual or entity having a direct contract with Contractor or wi�ii any other Subcantractor for the p�rformance o� a part of the Work at tYae Site. CI'I`Y OF FORT WORTH STfjN7�A,RD CONSTRl1C'TION SPSCIFICATION DOCUNEENTS 1Zevision: Febntary2, 2016 00 72 00 - i GENERAL CON�ITIONS Pa$e 6 of 63 63. Submittals All drawings, diagrams, illustraiions, schedules, and other data or znfornnat�on which are $pecifcaliy prepared ar assembled by or for Cantracior and submitted by Cantractor to iliustrate some portion of the Work. 64. Suecessful Bidder The Bidder submitting the lovvest and mast responsive Bid to whom City makes an Awarcl. 65. Superintendent — The representative of the Contractor who is available at aIl times and able to receive instructrons from the City and fo act for Y,he Contractor. 66. Su�plementary Cona'itians That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier—A manufacturer, fabricator, supplier, distributar, materialman, ar vendor having a direct contract with Contractor or with any Subcantractor to furnish materials or equipment to he incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, rnanholes, vau�ts, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, inclnding but not lixx�zted to, those that convey electz�city, gases, steam, liquid petroleum products, ielephone or other communications, cable t�levision, water, wastev�rater, storm water, other liquids or chemicals, or traffic or other control systerns. 69. Unit Price Wark�ee Paragraph 11.03 of these General Conditions for defini�ion. 70. Weekend Warking Hours — Hours beginning at 9:00 a.m. and ending at 5:04 p.m., Saturday, Sunday or legal holiday, as approved in advance by ihe City. 71. Work The entaze const�ruction or tkae va�ioUs separate�y zdenti£'zable parts thereof requzxed ta be provided under the Contract Documents. Work includes and is the result of perfornling or providing all labor, services, and documentation necessary to produce such construction including any Change Ordex o;r Field Order, and �uz-razshing, i�staliz�g, and incarpozatzng ali materials and equipmeni into such construction, all as required by the Coniract Documents. 72. Working Day — A working day is defined as a day, not including Saturdays, Sunda�s, or legal holidays authorized by the City foz contract purposes, in which weather or ather condxtzons noi under the contral of the Contractor will per�nii ihe per%rmance of ihe principal unit oi work underway for a continuous period of not less than 7 hours between 7 a.rn. and 6 p.rn. 1.02 Terminalogy A. The words and terms discussed in Paragraph 1.02.B ihrough E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: C1TY OF FORT WORTH STANDARD CO[�TSTRUCTfON SPECIFICATION DOCUMENTS l2evisian: Febmary 2, 2016 oo�aoo-i G�NERA� caNdi-�iar�s k'age 7 of 63 J.. The Cont�ract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" ar terms of like ef�ect or import to authozzze az� exercise of judgment by City. Yn addition, tllf; adjectxves ��I'eaS0111�11e," "SLlitr`ib1�," "acceptable," ��proper," ��SatlSfaCiOl'�," OP adjeciives of like effect or import are used to describe an action or determinat�on of City as to the Wark. It is infended that such e�ercise of professianal judgment, action, or detern�ination will be solely to evaivaie, in general, the Work for compliance with the information in the Contract Doc�m�nts and with Y,he design concept of the Pxoject as a functianing whole as sho�rn or indicated in �e Contract Documents (unless there is a specific statem�nt indicating othexwise). C. Defective: 1. The word "defecti�e," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or de�cient in tl�at it: a. does not conform to fhe Contract Docuzxaents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or apprroval re£ezx'ed to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perfarm, Provide: 1. The word "Ftu�skz" ox the word "Tnstall" or the word "Perform" or the word "Provide" or the word "S�ppiy," or any combination or similar directive or usage thereof, shall zxzean furnishing and incorporating in �lie Work includzng all necessary labar, materials, equipmeni, and everything necessary to perfo� �e Work indicated, unless speci�icall� limited in �ie context used. E. Unless stated otherwise in the Contract Documents, words ar phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordanc� with such recagnized rneaning. ARTrCLE 2 — PRELIMINARY MATTERS 2.O1 Copies of Documents City sha11 iurnish to Contractor one (1) original executed copy and one (1) electronic copy of the Cantract Documents, and four (4) add'ztional capies of the Drawings. Additional copi�s will be fuz-�ished upon request at the cost of reproduction. 2.02 Cammencement of Contract Time; Notice to Proceed The Contract Time wi11 cammence to run on the day indicated in the Notice to Proceed. A Notice to Praceed �nay be given at any time within 14 days after �lie Effectzve Date o� the Agreement. CITY OF FORT WORTH STANllARD CONSTRUCT[OIY SPECIF[CATION DOCUNiENTS Re�ision: Pebniary 2, 2016 00 72 pp - 1 GENERAL CONDITIONS Yage 8 of 63 2.03 Starting the Work Contractor shalI start to perform the Work on the date when the Contract Time commences to run. No Wark shall be done at the Site prior to the date on which the Contract Time comrnences ta run. 2.04 Before Starting Canstruction Baseline Schedules: Submit in accordance with the Contract Docurnents, and prior ta starting the Work. 2.OS Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruc�ion Conference as speci�ied in the Contract Documents. 2.D6 �ublic Meeting Contractor may not mobilize any equiprnent, materiais or resources to the Site prior to Contractor attending t�e Public Meeting as schedule� by the City. 2.D7 Initial Acce�tance of Schedules Na pragress payment sha11 be made to Contractor until acceptabie schedules are subrnitted to City in accordance with the Schedule Specification as providec� in the Contract Docnrnents. ARTICLE 3— CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Inteni A. The Contract Documents are complementary; what is required by one is as binding as if required by all. S. It zs the intent of the Cantract Documents to describe a funct�onally complete project (or part thereo� to be constructed in accordance wiY.h Y,he Contract Documents. Any Iabor, documenta�ion, services, materfals, or equiprr�ent that reasonably may be infez�red from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will b� provided whetY�er or not specifically called for, at no additional cost to City. C. Clarifica�ions and in�erpreiations of the Contract Documents shall be issued by City. D. The Specifcations may vary in form, format and style. Some Specification sections may be written in varying degrees of strearrilined ox deciazatzve style and sozne sections ixzay be relatively narrative by co�x�parison. Orz�ission of such wards and phrases as "the Cor�tractor shall," "in conformity with," "as shown," or "as specifiec�" are intentional in streamlined sections. Omitted words and �hrases shall be supplied by inference. Similar types of pro�risions may appear in various parts o£ a section ar articles within a part depending on the format of the C1T"Y OF FORT WOIiT�I STANDAILD CO1�ST12TiCTION SPECIFTCA"1'TON DOCUNTB3*1`i'S Revision: Febru�y2, 201b 00 �z oo - i GENERAL CDNDITIONS Page 9 of 63 section. The Contractor shall not tal�e advantage af any �ariation of �orm, %rmat or style in making Co�niract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessaz-ily limited io:" and elsewhere within each Specification section is pro�ided as an aid and convenience to the Contractor. The Contractor shall nat re�y on the cross r�ferencing pravided and shall be respoz�sible ta coardinate #he entire Work under tY�e Contract Documents and pravide a complet� Project whether ar not the cross referencing is provic�ed in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, sp�cifications, rnar�uals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such re%rence be specific or by implicatio�, s�all mean the standard, specification, manual, code, or Laws or Regulations in effect at the �ime of opening of Bids (or an the Effecti�e Date of the Agreezx�ent if there were no Bids), except as rnay be otherwise specifically stated in the Con�-act Documents. 2. No provisioz� o£ any such standard, specification, manual, or code, or any instruction of a Supplier, shall be eff�ctive to change the duties or responsibilitaes o£ Cziy, Contractor, or any of their subcantractors, consultants, agents, or employees, from fi.hose set %rth in the Contract Documents. No such provision or instruction shall be effective to assign ta City, or any of its officers, direc#ors, members, partners, employees, agents, consultants, or subcontractors, any duty or autho�iiy to super�ise or direct the performance of the Wark or any d�tty or aut�ority to undertake responsibility inconsistent �vi�i the provisions of the Cont�act Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Dacuments Before Sta�ting Work: Before undertaking each part of the Work, Contractor shall careiully siudy ar�d compare the Contract Documents and check and verify pertinent fgvres therein against all applicable field measurements and conditions. Contractor shall promptly rreport in writing to City any conflict, error, ambiguiry, or discrepancy which Contractor discovers, or has actual kno�vledge of, and shall obtain a written int�rpr�tation or clarification from City before proceedxng with any Work afFected thereby. 2. Corttractor's Review of Contract Documents During Performance of Work: If, dut'ing the performance of the Work, Cantractor discovers any conflict, ez7rox, ambiguity, or discrepancy r�vithin the Contract Documents, or between the Contract Documents and (a} any applicable Law ox Regulatian ,{b) any standard, specification, �nanual, or code, or (c) any instruction of any Supplier, then Contractor shall promptl.y report it to City in writing. Contractor shall not proceed with the Work afFected thereby {except in an emergency as required by Paragraph CI'['Y OF FORT W012TH S"fE1NDAI2D COAISTRLTCTIDN SPECIFICATIdN llOCi7MEIVTS Revision: F�u�y 2, 20I 6 007200-1 G�NERAL CONDITIONS Page ] 0 of 63 6.1'1.A) untii an amendment or supplement io the CQntraci Documents has bee� issued by one of the methods ind'acated in Paragraph 3.04. 3. Conirractox shall not be liable to City for failure to report any conflrct, error, ambignity, or discrepancy xn the Contract Documents unless Contrractox had actual knowledge thereof. B. Resolving Discrepancies: Except as may be otherwise specifically stated in the Contract Documents, the �rovisions of the Contract Docuxxaents shali take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specifcation, manual, or Yhe instruct�on of any Supplier (whether or not specifically incozpoxated by re�erence in the Contract Docuzx�ents). 2. In case oi discrepancies, iigured dimensions shail govern over scaied dimensions, P1ans shall govern over Speci�tcations, SUp�lementary Conditions shall govem ovcr G�n�ral Condi�ions and Specifications, and quantities shown on the Plans shall govern over those shovvn in the proposal. 3.04 Amending and �upplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and canditians thereaf by a Change Order. B. Th� rec�uirements of ihe Contract Documents may be supplemented, and rr�nor varia�ions ar�d deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by ane or mare af the following ways: 1. A Field Order; 2. City's review of a Snbmittal (subject to the provisions of Parag�raph 6.18.C); or 3. City's written interpretation ar clarification. 3.05 Reuse of Documents A. Contracior and any Sui�contractor or Supplier shall not: 1. I�a�e or acquirre any tztle ta or ownership x-ights i� any of tt�e Dzawi�gs, Specifications, or other documents (or copies of any therea� prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Dra�uvings, Specif ca�ions, other documents, or copies thereof on extensions of the Project or any other project withoui written consent of City and specific written verification or adaptatian by Engin�er. C1T`Y OF FORT WORTH STANDARD CONSTI2UCTION SPEC�CA'I'ION DOCUMEIV'I'S Revision: �ary2, 2D16 OU72OU-1 GEN�RAL CONDITIONS Page 11 of 63 B. The prohibitions of this Paragraph 3.05 will surviv� final payment, or tertnina�ion a� Yhe Con�-act. Nothing h�rein shall preclude Contractor frorn retaining copies o£ the Contract Docurnents for record purposes. 3.06 ElecLronic Data A. Unless atherwise siated in the Supplenaentary Conditions, the daia furnished by City or Engine�r to Contractor, or by Cantractor to Ci�y or Engin��r, that may be relied upon are ]imited to tiie printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's Buzzsaw site. Files in electronic media format af text, data, �aphics, or other types are furnished only far the convenience of the receiving party. Any conclusion or information obtai.ned or derived from such electronic files wiil be at the user's sole z�sl�. If there is a discrepancy between the elec�ronic files and the hard copies, t�e hard capies go�ern. B. When trans%rring documents in electranic media format, the transfe�ng party znakes no represeniations as to long term cornpatibility, usability, ar readability of documents resul�ng from the use of software application packages, operating systems, Qr comguter hardware di�ering fram those used by the data's creator. ARTICLE 4— AVAILASILITY OF LANDS; SUBSURFACE AND PHYSICAL C�ND�T��NS; HAZARDOLTS ENViRONMENTAL C�ND�TI�N�; REFERENCE POINTS 4.01 Availability of Lands A. Cit� shall fi�rt�ish t1�e Szte. City shall notify Contractor oi any encumbrances or restrictions not af general application but specifically related to use of the Site wi� w�i�ch Contractor must comply in perforn�ing the Work. City will obtain in a tz�x�ely manner and pay for easements for pe�a�nent stz-uctures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to rrght-o� way, az�d/or easements. Any outstanding right-af-way andlor easements are anticipated to be acquired in accorda►�ce with t1�e schedule set fortl� in the Supplementary Conditions. The Project Schedule subrnitted by the Cantractor in accorda�ace with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates rema�ing and/or relocaYing utilities, and obstructions to the Site. Any outstanding remo�al or reloca�ion of ufi�lities or obstz-�etions is anticipated in accordance �vith the schedule sei forth in the Supplementary Conditions. The Project Schedule submitted by #he Contractor in accordance with the Contraci Documents rnust consider any outstanding utilities or obstructions to be removed, adjusted, and/or relacated by others. B. Upon reasonable wx-itten request, City shali furnish Contracior with a curr�nt statement of record legal title and legal description of the Iands upQn which the Work is to be performed. CITY 4F FORT WOATH STANDARDCOI�STRUCT`ION SPECIFTCATCON DOCU�v]EN`1'S Re�ision: Febniary2, 2016 OD 72 (?0 -1 GENERAL CONDITIONS Page 12 of 63 C. Cozztractor s�Zali prov�de �or ail add'ztzonal lands and access thereto that may be required for construction faciliiies or storage o� materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Co�ditions identzfy: 1. those reports known to City of exp�orations and tests of subsurFace canditions at or cantiguous ta the Site; and 2. those drawings known to City of physical conditions relating to e�isting surFace or subsurface structures at the Site (except Undexg7rou�d Faczliiies). B. Limited Reliance by Contractor on Technical Data AuthoriZed: Contractor may rely upon the accuracy o� the "technical data" contained 'm such reports and drawings, but such r�ports and drrawzngs are noi Contrract Docurnaents. Such "technical data" is identifed in the Supp�ernentary Conditions. Contractor may not rriake any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with res�ect to: l. the cor�xapleteness of such xeports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methoc�s, techniques, sequences, and procedures of constructian to be employed by Contractor, and saf�ty precautions and programs incident thereto; or 2. other data, interpretations, opinions, and informatian contained in such reports or s�aown or indicated in such drawings; or 3. any Co�tractox intexpretation o�F ox co�nclusion c3�rawn from a�r�y "technical data" ox any such other data, interpretatians, apinions, or information. 4.03 Differing Subsurf'ace ar Physical Conditions A. Notice: If Cozz%actor believes that any snbsurrface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technicai data" on which Contractar is entitled to rely as prrovided in Pa�ragiraph 4.02 is znatez�ally inaccurate; ox 2. is of such a nature as to require a change in the Contract Dacuments; or 3. differs materially frorn that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and difFers materially fram conditions ordinarily encoUnter�d and generally recognized as iz�herrent zn woxk of the charactex pxovzded forr in the Contract Documents; C�'X OF POIiT WOR'� STAArllt112ll CONSTRTICTION SP�C31 TCAT'TOIV IJOCIUMENTS Revision: Febn�y2,2016 00�2oo-i GE3VERAL CONDITIONS Page 13 of 63 then Contractor shall, prornptly after becozx�ing aware ihereof and be�ore further disturbing the subsurface or physical conditions or performing any Work in connectian therewith {except in a�n emergency as requir�d by Paragraph b.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Cantractor shall not b� entitled to any adjustrnent in the Co�tract Price or Contract Time if: 1. Contractor knew of the exrstence of such conditions at the time Contractor made a final commi�nent to City wzth respect to Contract Frice and Contract Time by the submission of a Bid ox becoming bound und�r a negatiated contract; or 2. the existenc� of such candition could �easonably have been discovered or reveal�d as a result of the exarnination of t1�e Contract Dacuments or the Site; or 3. Contractor failed to give the written notice as required by Parag3raph 4.03.A. 4.Q4 Underg�ound Facilities �1, �'y,�u,�y ��- Tn�li��p�l,- Th� ir�fr�xrn�tir�p anrl rlata �hr�wn nr inrli�ate:rl in thP Cnntrac_,f T7oci�mPnt.s with respect to exist�ng Underground Facilities at or contiguous to tbe Site is based on infarmation and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is other�wise expressly pravided in the Supplementary Conditions: 1. City and Engineer shall not be responsible �or the accuracy or completeness of any suc� informaiion or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have fi.rll responsibility for: a. reviewing and checking all such information a�nd data; b. locating all Underground FaciJities shown or indicated in the Contract Docurnents; c. coordinatian and adjustment of the Work with the owners o£ such Undergro�nd Facilities, inc�uding City, during construction; and d. the safety and protectian of all such Underground �'aciiities and repairing any darnage Yhereto resulting from the Work. B. Not Shawn or 1'ndicated: 1. Ii an Underground Facility which conflicts with the Wark is uncovered or revealed at or contiguous to the Site which was not shown ar indicated, or not shown ox indzcated with reasonable accuracy in the Contract Documenis, Contractor shall, promptly after becoming aware thereof and before fi�rther disturbing conditions aF%cted thereby or per�ortning any CiTY OP FDIZ`�' WORTH STAIVDARD COI�TS"iRC7CTTON SPEC�CATIO�I DOCUMEN'fS Revision: Fettnia�y 2, 2016 OD7200-1 GENERAL CONDITIqNS Page 14 of G3 Work in conneciion therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Faciliiy and give notice ta that awne� and ta City. City will rreview the c�iscovered Underground Facility and determine the extent, if any, to wk�ich a change xxaay be required in the Contract Documents to reflect and document the consequences of tt�e existence or location of the Underground Facility. Contractor shall be responsib�e for the safety and protection of such discovered Und�rground Facility. 2. I£ Czty concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and documeni such consequences. 3. Verificaiion of existing utilities, structures, and service lines shall incl�xde notiiication of all ut��ity compa�ies a zxuiniznunn of 48 hours in advance of construction inciuding exploratory excavation if necessary. 4.05 Reference Points A. City shail provide engineering sur�veys to establish reference paints for constnaction, which in City's judgment are necessary to enab�e Contractor to proceed with the Work. City will provide construc�ion stakes or other cusiomary method of marking to estabiish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall prrotect and preserrve ihe established xeference points and property monuments, and shall make no chariges or relocations. Conh-actor shall report to City whenever any reference point or property monurneni is lost or destroyed or req�ires relocation because af necessary changes in grad�s or locations. The City shaXX be respanszble foz the replacemeni or relocation of reference points or property monuments not carelessly or wiIlf�illy destroyed by the Contractor. The Contractor shall notify City in advance and vcrith sufficient time to avoid delays. B. Whenever, in the opinion oi the City, any re%rence point or rt�onument has bee� careiessly or willfully desiroyed, disturbed, or rernoved by the Contractor or any of his emp�oyees, the £ull cost for replacing such points pl�s 25% will be charged against Y.he Contractor, and the full amount u�li be deducted frorr� payment due t.�e Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and DraYvings: The Supplementar�+ Conditions identify those reports and drawings known ta City relating to Hazardous Environrr�ental Conditions that have been zdet�tified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuzacy of the "techz�zcal data" contained zn such xeports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is ideniified in the Suppletnentary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directorrs, mernbers, part�ers, ezx�ployees, agents, consultants, or subcontractors with respect to: I. ihe completeness of such reports and drawings %r Contractar's purposes, including, but not limited to, any as�ects of the means, methods, techniques, s�qu�nces and pracedures of Ci'I'X OF F012T WORTI-I STt1NllAl2D CONSTRLTCT'ION SYECTFTCATION DOCiJNI�N'I'S Revision: Felnvary 2, 2016 00 �z oo - i GENERAL C�ND{TIONS Page 15 vf 63 construction to be employed by Cantractor and safety pxecautions and programs incident thereto; or 2. other data, interpretations, opinions and infarmation contained in such reports or shawn or indicated in such drawings; or 3. any Contractox interpretation of or conclusion drawn frorn any "technical data" or any such otl�ez data, interpretations, opinions or infarmation. C. Coni�-actor shall not be responszbl.e for a�y Hazardous Environmental Condi�ion uncovered ar revealed at Yhe Site which was not shawn or indicated in Drawings or Specifications or identified in the Contract Docurnents to be within the scope of the Work. Contracto�r shall be responsible for a Hazardous En�vironmental Condition created with any materials brought ta the Site by Contracior, Subcontractozs, Suppliers, or anyone else for whom Contractor is res�onsible. D. If Contractor encounters a Hazardous En�ironmental Condition or if Contractor or anyone %r whom Contractor is responsible creates a Hazardous En�ironmental Condition, Contractar shall immediately: (i) secure or otherwise iso�ate such condition; (ii) stop all Work in connection with such condition and in any area a��ected ther�by {except in an emergency as xequired by Yaragraph 6.17.lA}; and (iii) no�fy City (and promptly tnereafter confirm sucn notice in writing). City may consider tbe necessity to retain a qualified expert to evaivate suc� condition or talce corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in an� affected area until after City has obtain�d any required pertnits related thereto and deli�ered written notice to Contracior: (i) specifyzng that such condition and any affected area is or has been rendered suitable for tk�e xesumption af Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt af such written natitce Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree tQ resume such Work under such special conditions, then City may arder the portion of the Work that is in the area affected by such condition to be deleted frozx� the Work, City may have such deleted portion of the Wark performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indefnnify and hold harmless City, from and against all claims, costs, losses, and daPnages (including gut not limited to all fees and eharges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or reZating to a Hazardous Environmental Condition created by Contractar ar� by anyone for whom Contraetar is re,sponsible. Nothing in this Paragraph 4.06.G shall obligate Cantractor to indemnify any individual or entzry from anr�' against the consequences of ihat individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Envzzonmental Condition uncovered or revealed at Yhe Site. CITY OF FORT WORTH STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS Revision: l�utuy2, 201b 00�2oo-i GENERAL CDNDITIONS Puge 1G of 63 ARTICLE � — BONDS AND INSIIRANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety ar insurance cozxapanies tkzat are duXy Xice�seci or authorized in th� State of Texas to iss�ae bonds or insUrance policies for ihe lirruts and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be pravided in the Supplementary Conditions. 5.02 Pe�ormance, �ayment, and Maintenance Bonds A. Contractor shail fi�rnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or snccessor statute, each in an aznount equal to the Contraei Price as security �or the faithful performance and payment of all o� Contractor's obligations under the Contract Docurnents. B. Contractor shall furnish maintenance bonds zn an amouni equal to the Contract Price as security to pratect ihe City against any defects in any portion of the Work described in the Contract Documents. Maintenanc� bonds shall remain in effect for two (Z) years after the date of Final Acceptazzce by the City. C. Ail bonds shall be zn the form prescribed by the Cvntract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such s�at�eties as are named in ihe list of "Companies Holding Certificates of Autharity as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financiai Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney-in-fact rr�nsi be accozx3pazaied by a sealed arnd dated power of attorney which shall show fihat rt is effect�ve on ih� date the ag�ni or attorney-in-fact signed each bond. D. If the sur�ty on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its z�ght to do buszness is tez�anated zn the Siate af Texas or it ceases to �neet the requirements of Paragraph 5.02.C, Contractor shall promptly not�fy City and shall, within 30 days after the event giving rise to such notification, provide anoYher bond and surety, boYh of vvhich shail comply r�c�ith the requirements of Paragraphs 5.01 and 5.02.C. 5A3 Certificates of Insurance Contractar shall deliver to City, with copi�s io each additional insvred and loss payee id�ntified in the Supplementary Conditions, certificaies of insuxaz�ce (and ot.�ex evide�ce of insuxa�ce requested by City or az�y otbex additional xnsured) which Contractor is required to purchase and maintain. 1. The certi�cate of insurance shall document the Ciiy, and all identified entities named in the Supplementary Co�ditzons as "Additional Insured" on a.li liability policies. C1TY pF FORT WORTH STANI7AItD CONSTRUC�`IO1V SPEC�CAT[ON DOCUMENT$ Revision: Febeuaiy 2, 2016 oo�zao-i GENERAL COf�DIT10N5 Page 17 of 63 2. The Contractor's general liabilrty insurance shall include a, "per project" or "per location", endorsezxaez�t, which shall be identified in the certificate of insurance provided to �e City. 3. The certificate shall be signed by an agent authorized ta bind coverage an behalf oi the insured, be cornpiete in its entzzety, and shaw complete insurance carrier names as listed in the current A.M. Best Pro�erty & Casualty Guide 4. The insurers for all policies rnust be licensed anc3/or appro�ed to do business in t.he 5tate o� Texas. Except far workers' compensation, a11 insurers must have a minimum rating of A-: VYY in the current A. M. Best Key Ra�ing Guide or h.ave reasonably equivalent financial strength and salvency to the satas�action of Risk Management. Tf �lie rating is below that required, written approval of City is r�quired. 5. All applicable poiicies shall include a Waiver of Subrogation (Rights of Recovezy) in favor of the City. in addition, tY�e Contractor agrees to wai�e all rights of subrogation against the Engineer (if applicable), and each adcl�tianal insurec� iden�ified in th� Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of fulX compliance with the insurance requirez�ents or failure of the City to icientify a deficiency from evidence Y�at is provided sha11 not be construed as a waiver o� Contractar's obligation to naaintain such lines of insurance coverage. 7. Tf insurance poiicies are not written for specifiec� coverage limits, an Urnbrella or Exc�ss Liability insurance for any differences is requzred. Excess Liability shall foliow form of the primary covexage. 8. Unless Qtherwise stated, alI required insurance shall be r�vritten on the "occurrence basis". �£ coverage is underwritten on a clairns-made basis, ihe retroactive date shall be coincid�nt with or priox to the date of the effective date of th� agreement and the certificate af insurance sha�l state that the caverage is claims-made and the retroactive date. The xns�rance coverage shall be maintained for the duration of the Contract ar�d for three {3) years following Final Accepiance provided under ihe Contract Documents or for f,he warranty periad, whichever is longer. An annual certificate o� insurance submitted to fihe City sha11 evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify orr azxzend, the required lines af ca�erage, nar decrease tYae lzxxaits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has b�en bid ar executed and the exclusians are deternlined to b� unacceptable or the City desires additional insurance coverage, and the City desires ihe contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premi�am far such additional coverage glus 1 d°7o. ] 0. Any self-insured retentian {SIR), in excess af $25,040.00, affecting required i�suxance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CTI'Y 4F FdRT WORTH S"I'AINl]ABDCO�TSTRUCTI4N SPECIFICATION DOCLJMENTS Revision: Pebn�uy2,201b OD 72 00 - 1 GENERAL GOiVD[T1QNS Page 18 of 53 lieu of traditional insu:rance, a.ltezx�ative coverage maintained through insurance pools or risk retention gro�ps, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy ihat does not �rovide coverage on a £��rst-dollarr basis, mast be acceptable to and approved by the City. I2. City, at its sole discretion, reserves the right to review ihe insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessazy and p:rudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and �he insurance adjustments shall be i�cozporated into the Work by Change Order. 13. City shall be entitled, upon w�tte� request and without expense, to receive copies of policies and endorsements thereio and rnay make any reasonabie requests %r deletion or revision or modifications of particular �oIicy terms, conditions, lirrutatians, or exclusions necessary to canform the po�icy and e�doxsenzents ta the requirements of the Contract. Deletions, revisions, ar modifications shall not be xequired whexe poXxcy pzovisions are established by law or regulations binding upon either party or the vnderwriter on any such policies. 14. City shall nat be responszbXe �ox the dixect paynaent of znsuraz�ce premium C05�5 for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Licability. Contxactox shali purchase and rnaintain such insurance coverage with limits consistent with stafiutory benefits outiined in the Texas Workers' Cornpensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limiis for Employers' Liability as is apprapriate far the Work being perfarmed and as will. pxovide protection frorn claims set forth below which may arise ont of or result from Contractor's performance of the Work and Contractor's other obliga�ons under the Contract Documents, whe�ex it is to be per,formed by Cont�actor, any Subcontractor or Supptier, or by anyone direcYly or indirectly employed by any of them to perform any of ihe Work, or by anyone for whose acts any of them may be liable: l. claazxas underr woxkers' cozxzpensatian, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's ezx�ployees. B. Commercial General Liability. Coverage shall include but not be lirnited to covez�ng liability (bodi�y injUry or property damage} arising from: premises/operations, independent contractors, products/cornpleted operations, personal injury, and liability under an insured contract. Insurance sha�l be provided on an occurrence basis, and as comprehensive as the current Tnsurance Sezvices Oi�ce (ISO) policy. This insurance shall apply as primary insurance with respect to any other CI'I'X OF FOILT WORTFI STANT7t�Rll CONSTRLTCTION SYLCIFTCATION T70CUMENTS 2evision: Febn�ary 2, 2016 0072OQ-1 CENERAL CONDITIONS Page 19 of 63 insurance or self-insurance programs afforded to the City. The Co�ercia� General Liability policy, shall have no e�clusions by endorsezxzez�ts that would alter af nulli�y premisesloperations, products/cozxapleted operations, contractua�, personal injury, or ad�vertising injuzy, wl�ich are normally contained witli the policy, unless the City approves such exclusions in writing. Ftir construction projects t�aat present a substant�al compl�ted operation exposure, the City rnay require the contractor to rnaintain complet�d o�erations coverage for a rninimum of no less t�an three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A comrnercial business auta palicy shall provide coverage on "any auto", defined as autos owned, hirecE and non-owned and provide indemnity for clairns far darnages because bodily injury ar death of any person and or property damage arising out a£ the wark, maintenance or �s� of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any oi them to perform ariy of the Work, or by anyone fox whose acts any of t�iem may be liable. D. l2ailroad Protective Liability. If any of The wox� or any war�aniy work is within the lirnits of railroad right�of-way, the Contracior sha11 comply with the rec�uirements identified in t�e Suppleznentary Conditions. E. Notification of Policy Cancellcation: Contractor sha11 immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop wark un�il replacement insurance �as been procured. There shall be no tirne credit for days not worked pursuant to this section. S.OS Acceptance af Bonds and Insurance; Option to Replace T.f Czty has any objection to the cov�rage afforded b}� or other provisions of the bonds or insurance required to be �urchased and maintarned by the Contractor in accardance with Articl� 5 on the basis of nonMconformance with the Contract Documents, the City shall sa notify Y.he Contractor in writing within 10 Business Days aft�r receipt of the cerYificates (or other evidence requested}. Contractor shall provide to the City suck� add'ztional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain alI of the bonds and insurance required by the Contract Documents, the City shall notify the Contractar in writing of sucl� failure �rior to the start of the Wor�, ox of such failui-e to �naintain prior to any change in Yhe required co�erage. ARTICLE 6 — C�NTRACT4R'S RESPONSIBILITIES 6.41 Supervision and Superintendence A. Contractar shall supervis�, inspect, and direct the Work coznpetently and eff'iciently, devoting such attention ther�to and applying such skills and e�pertise as rnay be necessary to perfarm the Work in accorda�ce witl� the Contract Documents. Confiractor shall be solely responsible for �1ie means, rxzethods, techniques, sec�uences, and procedures of construction. CIT`Y OF FOAT WOILTH STAIdDARD CONSTRUCTION SPECIFTCA`PTON DOCUNIENTS Revision: F�elimary 2, 2016 00 72 00 - 1 GEN�RAL COND1710NS Page 20 of 63 B. At all tinaes duz�ng the pxogxess of the Wark, Contractor shall assign a competent, English- speaking, Superintendent who sha11 not be replaced without writtezz notice to City. The Superintenc�ent will be Contractor's representative at the Site and shall have authority io aci on behalf of Cont�actor. AlI cornmunication given to or received from the Superintendent shall ba binding on Contractor. C. Contractar shall no�ify the City 2� hours prior to moving areas during the sequence of construction. 6.02 Lcibor; Working Hours A. Cantractor shall Qravide competent, suitably qualified personnel to per%rm eonstruciion as required by the Contract Documents. Contractor shall at aIl times maintain good discipline and order at the Site. B. Except as otherwise required %r tlie safety or protection of persons or the Work or pxoperty at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Wark at the Szte shall be performed during Regular Working Hours. Contractor vc+ill not perrriit ti�e performance of Work beyond Reguiar Working Hours ar for Weekend Wor�ing HoUzs without City's written consent (which vc�ill not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond R�gular Worlcing Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Warking Hours request zxaust be rz�ade by noon of the pzecedzng Thursday 3. for legal holidays request must be rnade by r�oon two Business Days priorr to the legal hoiiday. 6.03 Services, lY�aterials, ancl Equipment A. Unless otherwise �pecified in the Cantract Documents, Contractar shali provic�e and assu�e fi�ll. responsibility for all services, materials, equipment, labor, transportation, construction equipment and �rzaachznery, tools, appliances, fi�el, power, light, heat, telephone, water, sanitary facilit�es, temporary facilities, and aIl other facilities and incidentais necessary far the per�oxn�ax�ce, Contractor rec�vired testing, start-up, and compl�tion of th� Work. B. All rnateriais and equipment incorparated into the Work shall be as specified or, if nai specified, shall be o� good quaiity and new, except as ot�erwiise prrov�ded xn the Contract Docuzxients. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by Ciiy, Contractor shall furnish satisfactory ev�idence (including reparts of required tests) as io the source, kind, and qualiiy of materials and equipmeni. crrx o� �ozz�r wozz�r STAI�iD�tD COIVSTRYJCTiON SPECIFICATTON DOCI[]MENTS Revision: F�uary2, 2016 oo�zoo, a GENERAL CONDITIONS Page 21 of 53 C. All �naterials and equipment to b� inco�porated into the Work shall be stoxed, applied, z�stalled, connected, erected, protected, used, cleaned, and conditioned in accordance witli instructions of the applicable Supplier, except as otherwis� may be provided in the Contract Documents. D. Ali items af standard �quipment to be incorporated into the Work shall be the �atest model ai the time af bid, unless othezwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedu�e established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as pra�ided below. 1. Cantractor shall submit to City for acceptance (to the extent i�dzcated 'zn Paragraph 2.07 and the General Rec�uirements) proposed adjustments iz� the Project ,Schedule that will not result in changing t�e Contract Time. Such adjustments will com�ly with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to Cit� a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance wi�i tt�e schedule specification 01 32 16. Proposed adjustments in the Project Schedule that r�vill change the Contract Tizxze shal� be submitted in accordance with the xequirements of Article 12. Adjustments in Contract Time rnay only be nr�ade by a Change Order. fi.05 Substitutes and "Or-Equals" A. Whene�ver an item of �naterial or equipment is specified or described in fihe Contraci Documents by using the name oi a proprietary item or the name of a particular Supplier, the speci£'ication or description is intended to establish the type, fi�nction, appearance, and quality required. Unless �lie speci£'zcation or description contains or is followed by words reading that no like, equivale�t, or "or-eq�al" item or no substitution is permitted, of,her items of matez-�al or equipment of other Suppliers rnay be subznitted �o City for review under the circumstances d�scribed belnw. l. "Or-Equal" Items: If in City's sole discretion an item of material or equipr�x�ent proposed by Cantracior is functionally equal to that nazxzed and sufficient�y similar so that no change in related Work wi].I be required, it may be considered by City as an "or-eo�ual" item, in which case review and approval of the proposed item may, in City's sale discretion, be accom�lished wiY.hout complrance wi� some or all of the requirements for approval of praposed substitute itenns. For the purposes of this Paragraph 6.OS.A.1, a�roposed itern of material or equipn3ent will be considered funcY�onally equal to an itern so nazxaed if: a. the City detertnines that: �} it i.s at least equal in materials of consiruction, c�uality, durabiliiy, appearance, strength, ax�d design characteristics; C1TY OF PORT WORTH STANDARD CONSTRUCT[OI�I SPECIFICATTON DOCiJiv�Ni'S Revision: F�uary 2, 2fl 16 00 72 IXl - I GENERAL CONDITIONS Page 22 of 63 Z) it vvill reliably perform at least equally well the iunction and achieve the results zmposed by tlae design concept of ihe completed Project as a functioning whole; and 3) it has a proven record of performance and avaiIabzXzty of xesponsive service; and b. Contractor certifi�s ihat, ii approved and incorporated into the Wox�: 1) th�re will be no increase in cost to the City or increase in Contract Time; and 2) ii will conform substantially io the deiailed requirements of the item named in ihe Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment propased by Contractar does not qualify as an "or-equal" item under Para�aph 6.OS.A.1, ii may be submitted as a proposed substitute itena. b. Contractor shall submit sufficient infozxxzatzon as proviaed beiow to allovv City to determine if the item o� material or equipment proposed is essentially equivalent to that na�ned and an acceptable substitute therefor. Requests for revievv of proposed svbstitute items of material or equipment wi11 not be accepted by City frona anyone other than Contractor. c. Contractor shall nr�ake written applica�ion to City for revier� of a proposed substitut� iiem oi material or equipment that Contractox seeks to fut-ir�ish ox use. The applicatron shal� comply with Secrion 01 2S 00 and: 1) shall certify that t.ile propased substituie itenz will: a) perform adequately the functzons and achieve the xesults called for by the general design; b) be sz�x�ilar in substance to that specified; c) be suiied to the same use as that specified; and 2) will state: a) the extent, if any, to vvhich the use of the �roposed substitnte it�m will prejudice Contractor's achievement of final comple�ion on Y�me; b) whether use of the proposed substitute itena in the Wox� will require a change in any of th� Contract Documents (or in the provisions of any other direct contract with City for other worlc on the Project) to adapt the design to the proposed substitute item; CiTY OF FORT WORTH STANDABDCONSTRIICT[ON SPECIFTCATION DOCi1MENTS 12evision: Nebivary 2, 2016 00 72 00 - 1 G�NERAL CONDI710NS Page 23 of G3 c) whether incorporatzon or use of the propased substitute item in connectian with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) alI vaxiat�ons of the proposed substitute item from that specified; b} availablc engineering, sales, rnaintenance, repair, and repiacement s�reices; and A�) shall contain an itemized estizxaate o� all cosis or credits that will result directly or indirectly froxxa use of such substitute item, including costs of redesign az�d Damage C�aims af ather contraciors afFected b� any resulting chaz�ge. B. Substitute Constr-uction Methods or Procedures: If a specific means, method, technique, sequenc�, or procedure of constzuction is expressly requircd by the Contract Docum�nts, Contractor may fi�rnish or uiilize a substitute means, method, technique, sequence, or proced�re o� constr�ction approved by City. Contractor sha.11 submit sufficient information to allow City, in City's sole discreiion, to detez�mine that the substitute proposed is equivalent to that expressly called far by the Contract Dacurnents. Contractor shall make written app�ication ta City for i'GviEW iii u1E SaiuE illaiiii�i aS �iGSE �STGJiC��C� i� �ai��ia��'i v.v�.ly.2. C. City's Evaluation: City will be ailowed a reasonable time within �vhich ta eealuate each proposal or submittal made �ursuant to Paragraphs 6.OS.A and 6.05.B. City may require Contractor to furnish additional data about the prapased substitute. City will be the sole judge of acceptability. No "or-equal" or substitute will b� ordered, installed or utilized untzl Ciiy's re�iew is complete, which will be evidenced by a Ck�ange Order in the case of a substitute and an acce�ted Submittal for an "ox-equal." City will advise Contractar in writing of its detez-xn_i�nation. D. Special Guarantee: City may require Contractor to furt�zsh at Contractor's expense a specia� performance guarantee, warranty, or other surety with resp�ct to any substitute. Contractor shcall indemnify and hald harmless City and anyone directly or indirectly empinyed by them from and against any and all claims, danzages, losses and expenses (including attorneys fees) arising aut of the use of substituted materials or equipment. E. City's Cost Reimbur�sernent: Czty will record City's costs in evaluating a su]�stitute praposed or su�rnitted by Contractor pursuant to Paragraphs 6.OS.A.2 and 6.05.B. Wl�ether or not City approves a substituic so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating eack� such proposed subsiitute. Contractor rnay also be requzred to reimburse City for the charges for maki�g changes in the Contract Documents (or in the pxovisions of any other direct contract with City) rresult�ng from the acceptance of each praposed substitute. F. Contractor's Expense: Contractor shall provide all data in suppo�-t o£ any proposed substitute or "or-equal" at Contractor's e�pense. C1PY OP POR'I' WORTH STANDARD C�NSTItUCTIOIV SPECIFICATION DOCUMEIVTS I2evision: Felnvary2, 2016 DO7200-I GENERAL CONDITIONS Page 24 of 63 G. City Substitute Reimbursement: Cosis (savzngs oz cha�rges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No addi�ional time will be g�ranted for substitutions. 6.06 Concerning Subcontractors, Supplie�s, c�nd Others A. Cantractor shall perform with his own organiza�ion, work of a value not less than 35%o af the value embraced on the Contract, unless otherwise a��roved by the City. B. Contractar shall nat employ any Subcontractor, Supplier, ar oiher individ�tal or ent�ty, whether initially or as a replacement, against whom City may have reasonable objectao�. Contractor shall not be required to ernploy any St�bcontractor, Supplier, or other individual or entity to furnish ar pez.fozm azzy of t�e Work against who�n Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.Q6.C). C. The City may frotn time to time rec�vire th� use of certain Subcontractors, Suppliers, or other ind'zviduals orr entities on the project, and will provide such requirements in the Supplementary Condit�ons. D. Minority Business Enterprise Compliance: It is City poiicy to ensure ihe �ull and equitable participa�ion by Minority Business EnYerprises (MBE) i� the procurement of goods and services on a contractual basis. If the Contract Docuzxzents provide far a MBE goal, Cantractor is required to comply with the intent of the City's MBE Ordinance (as ainended) by the followzng: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MBE on the Contract and pay�xzent thexefor. 2. Contracior will not make additions, deletions, or substitutions of accepted MBE without wzitten consent of the City. Any unjustified change or deletion shall be a material breach o� Contract an� may resnit i� debarment in accordaz�ce wzt� the prrocedures outiined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit andlor examination of any books, recards, or files in the possession o� the Contractox that wiil substantiate the actual work performed by an MBE. Material misrepresentation oi any nature will be grounds foz' termination of fhe Contract in accordance with Para�raph 15.02.A. Any such misrepresentation may be grounds �ox disqualification of Contractor to bid on future contracts with the City for a periad of not less than tht'ee years. E. Contractor shall be fully responsible to City for aIl ac�s and ornissions o� the Subcontractors, Suppliers, and other individuals or enti�ies performing or furnishing any af the Work just as Contractor is responsible %r Contractor's own acts and omissions. Nothing irz the Contract Documents: CPi'Y OF FORT WORTH STANDARD CONSTRUC7'[ON SPECIFICATION DOCiJ�vIENTS Revision: Pe1m�y 2, 2016 0072DO-i GENERAL CONDITIONS Page 25 of 63 I. sha11 create for the benefit of any such Subcontcactor, Supplier, or ather individual or entity any coniractual relationship between City and any such Subcantractor, Supplier ox othex individual ar ent�ty; nor 2, shall create any obligation on the part of Czty to pay or to see to the payment of any moneys due any such Subcontractor, Suppli�r, or other individual or entity e�cept as may otherwise be required by Laws and Regulations. F. Contractor shall be solely respansible �or sch�duling and caordinating t.�e Work af Subcontractors, Suppliers, and oi�i�r individuals or entities perforrx�ing ox furnishing any of the Woxk under a clirect or indirect contract with Contractor. G. All Subcontractors, Suppliexs, anc� such other individuals or entities perfot7ning or furnxshing any of the Work shall co�xarz�unicate wi1:h City through Contractor. H. A�1 Work per%rmed for Contractor by a Subcontractor or Supplier will b� pursuant tfl an appropriate a�re�rnent between Contractor and the Subcontractor or Supplier which Specifically binds the Subcontractor or Supplier ta the applicable terms and conditions of the Contract Documents £or the benefit ai City. 6.07 Wage Rates A. Duty ta pay Prevailing Wage Rates. The Contractor shall cozxap�y with a11 requirements of Chapter 2258, Texas Governrnent Code {as amended), including the payment of not less t1�an t�e rates detern�ined by tYze City Council of t.�e City of Fort Worth to be tYie pre�ailing wage rates in accordance with Cha�ter 2258. Such prevailing wage rates are included in these Contract Docurnents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevai3ing wage shall, upon demand rnade by the Czty, pay ta the City $60 for �ach worker employed far eack� calendar day or part of i�e day that the worker is paid less than the pre�ailing wage rates stapulated in these contract documents. 'I'his penalty shall be retained by the City ta offset its administrative costs, pur�uant to Texas Government Cade 2258.023. C. Cofnplaints of Violations and City Detertnination of Good Caac�se. On receipi of information, including a complaint by a worker, concernrng an alle�ed vzolation of 2258.423, Texas Governm�nt Code, b� a Contractor or Subcontractar, thc City shall make an initial deterniination, befare the 31 st day after the date the City receives the infa�x�aation, as to whether good cause exists to believe that the violation occuz-�red. The City shall notiiy in writing the Contractor or Subcontractox and any affected worker of its initial detertnination. Upon the City's determina�ron that there is good cause to b�lieve the Contractor or Subcoz�tractar has vioiated Chapter 2258, the City shall retain the full aznounts claimed by the claimant or claimants as the difference between wages paid atad wages due under the prevailing wage rates, such amoun.ts being subtracted from successive progress payrnen�s pendzng a#inal detern7ination oi th� vialation. C1TY OP FORT WORTH S'FANDARD CONSTR[7CTi0Iv SPEC�FTCA'1'IOIV AOCUMENTS Revision: Pebnrary 2, 2015 ao�zoo-� GENERAL CONDITIONS Page 26 of 63 D. Arbitration Requir-ed if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.D23, Texas Government Cade, includzng a penalty owed to the City or an affected worker, shall be subrnitted to binding arbitraiion in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resoive the issue by agreement befoze tbe 15th day after the date the City makes its initial determinatian pursuant to Paragraph C abave. Tf the persans required to arbitxate under this sectzon da not agree on an arbitrator before the 11th day after the date that arbitration is required, a district caurt shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitra�ion. The decision and award of the arbitratox is final and bindzng on ail parties az�d may be enforced in any court of com�etent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor sl�all, for a period of three (3) years following the date of acceptance of the work, maintain records that show {i) the nazxae a�d occupation of each worker employed by the Contractor in the construct�on of the Work provided far in this Contract; and (ii) the actual per diem wages paid to each �rorker. The records shail be open at all reasonable hours �or inspection by the City. The pxovzsxons of Pat�ag,raph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Paymerats. Wiih each pxogress payment ar payroll period, whiche�rer is less, the Contractor shall submit an affidavit staiing that the Con�ractor has complied �viY,h the requirements of Chapter 2258, Texas Government Cod�. G. Posting of Wage Rates. The Contractor shall post prevailing wage ratcs in a conspicnous place at all times. H. Subcontractor Compliance. The Contractor shal� include in its subcontracts and/or shall otherwise require all of its Subcont�actars to comply vc�ith Paragraphs A through G above. 6.08 Paient �ees and Royalties A. Contractor shalZ pay all license fees and royalt�es and assume all costs incident to the use in the perfozxna�ce of t1�e Worrk ox the incorparation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a pat�icular invention, design, �rocess, product, or device is specified in the Contract Docunne�ts far use in the pez-�o�ance of the Work and if, to the actual kno�c�c+iedge of City, its use is subj�ct to �aient rights or copyrights calling %r the payment of any license fee or royaity to otherrs, the existence of such rights shall be disclosed by Ciiy in the Contract Documents. Failure of the City to disclose such i�for�aatior� does not relieve the Contractor frorn iYs obligaYions to pay for the use of said fees or royalties to others. B. Ta the fullest extent �ernxitted by Lativs and Regulations, Contractor shall indemnify c�nd hold harmless City, from and against all claims, casts, losses, and damage.s (including but not limited io all fees and charges a, f engineers, architeets, at�orneys, and other professionals and all court or arbitration or other dispute re,solution costs) arising out of or relating to any infringement af patent rights or copyrights incident to the use in the performance af the Work ar resulting from C1TY QF FpRT WQRTH STAIVDA,RJa COIVSTRUCTION SPL�C�TCATTON I70C1UMENTS Revision: F�bmary2, 20 i6 00 72 (Kl - 1 GE[VERAL CONDiTIONS Fage 27 of 63 the incorpo�'atiora in the Wark of cany invention, design, process, procluct, or' device not specifiecl in the Contraci Documents. 6.�9 Permits and Utilities A. Contractor obtained permits artd licenses. Contractor sl�all obtain and pay for alI construction permits and licenses except those provided for in the Suppiementazy Conditions or Contract Dacuments. City shall assist Cantractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all go�ez7nmental charges and inspection fees necessary for the prosecution of the War� whzch are applicable at t�e time of opening of Bids, or, if there are no Bids, on the Effecti�e Date of the Agreement, except forr pez-xnits provided by the City as specified in 6.09.B. City shall pay ali charges af uizlity owners for connections for �ro�iding permanent service to t�e Work. B. City obtained perfnits and licenses. City will obtain and pay for aIl pem�its and licenses as proeided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's respansibility to cazxy aut the provisions of the pertnit. If ihe Cantractoz inztiates changes to the Contract and the City ap�roves the changes, the Coniractor is responsible for obtaining clearances and coordinating with tkze apprapriate regulatory ag�ncy. The City vcrill not reimburse the Contractor fox any cost associated with these requirernents of any City acquired perrrut. `1'he following are p�rmits ihe City �will obtain if xequired: 1. Te�as Departzxaent of Transpartation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Envixon�nental Quality Permits 4. Railroad Company Peranits C. �utstanding permits and licenses. The Cit:y anticipates acquisitian of and/or acc�ss to permits and lic�nses. Any outstanding pez-xzaits and licenses are anticipated to be acquired in accordance witb the schedule set forth in the SUgplementary Conditions. The Project Schedule subrr�tted by the Cantractor in accordance wifih the Contract Documents must consider any outstanding �ermits and licenses. 6.10 Laws und Regr�lations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise e�pressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compiiance witl� any Laws or Regulations. B. If Contractor pez�o�s any Wark knowing or having reason to know that it is corntrary ta Laws or Regulations, Contractor shall bear all claims, costs, losses, and datnages (including but not Limited to all fees and charges of engi�eexs, architects, attorneys, and other professionals and aIl C1TY pF FORT WORTH STA�TT�ARD Cd1�i�TRUCTION SYL�CffTCATION DOCUMENTS Revision: Febmary 2, 2016 00 7z oo - i GENERAL CONDITIONS Page 28 of 63 caurt ar arbitraiion or oiher dispute xesolution costs) ax-ising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Reg�lations, but this shall not relieve Contractor of Contractor's abligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at �ie t�me of opening of Bids having an effect on the cost or time of �erformance of th� Work may be the subject oi an adjustment in Contract P�ice or Contiraci Time. 6.11 Ta,zes A. On a contract avcrarded by the City, an organization which qualifies for exempiion pursuant to Texas Tax Code, Sabchapier H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease ail materials, supplies and e4uipment used or consumed in tk�e performance of this contract by issuing to his supplier an exemption certi�'icate in lieu oi the tax, said exemption certificate to cornply vvith State Comptroller's Ruling .007. Any such exernption certificate issued ta the Contractor in lieu of the tax shall be subject to a�nd shall comply with the provision of State Comptroller's Ruiing .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas T� permits and information may be abtained frozxz: 1. Comptroller of Public Accounts Sales T� Division Capitol,Station Austin, TX 78711; or 2. http://www.window.state.tx.us/taxinfo/taxforms/93-forms.htFnl 6.12 Use of Site and OtherAreas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, ihe storage of maierials a�d equipment, and tlze operations of vvorkers to the Site and other areas permitted by Lavvs and Regulations, and shall not unreasonably encumber the Site and other areas with construciion equipzxzent or other rnat�rials or �quipment. Contractor shall assume full r�spor�sibility for any damage to any such land or area, or to the o�wner or occupant thereof, or of any adjaceni Iand or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractar nas obstrucied or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater Yhan is necessazy for propex execution of the Wor�, the City znay require the Contzactor to finish the section on which operations are in progr�ss b�fore work is comm�nced on any addi�ional area of the Site. C1TY OF FORT WpRTH STANDARD CONSTRLJCTiON SPECIFTCATIOAi DOCiJ1vIENTS Revision: FeLnuuy2, 201b ao �a oa - i GENERAL CONDITIONS Page 29 of 63 3. Shouid any Damage Claim be made by any such owner or oceupant because of the performance of the Woxk, Cantractor shall promptly attempt to resolve Yhe Damage Clairn. 4. Pursuant ta Paragraph 6.21, Contractor shall indemnify and hold harmless City, fi�om and again,st all claims, costs, losses, and damages arising out of or relating to any clai�2 or action, legal or equitable, braught by any such awner or occupani against Ciiy. B. Removal of� Dehris During Perf'ormance of the Work: During the progress of the Work Contractor shall l�eep the Site and oiher areas free from accumulations of waste materials, rubbish, and other debris. Rennoval and clisposal oi such waste rnatarials, rubbish, and other debris shall canform to applicabl� Laws and Regulations. C. Site Maintenance Cleaning: 24 haurs after written notace is given to the Contractor that tl3e clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor £ails to correct the unsaiisfactory �rocedure, Yhe City may tal�e such direct actian as the City deems appropriate to cQrrect the clean�up deficiencies cited to the Cantractor in the written notice {by letter or electxoz�zc communicatian), and the costs of such direct action, plus 25 °10 of such costs, shal� be deducted from the monies due or to becorne due to the Contractor. i�. �inai �ite Cleaning: rrior to 1�inai Acceptance oz t�e Work i on#rac�or shall c�ean tne Sifie and the Work and mal�e it ready fox utilizat�on by City or adjacent property owner. At the completion o� the Work Contractor shall rcmove from the Site all tools, appliances, constructian equipment and machinery, and surplus matenials azad shall restore to original condition or b�tter all property disturbed by tk�e Work. E. Loading ,S'tructures: Contractor shall not load nor pezxx�ut any part of any structure to be loaded in any manner that will endanger the structure, nar shall Contractor subject any pari of the Work or adjacent property to stresses or pressures that wil� endanger ii. fi.13 Record Docufnents A. Contractor shall maintain in a safe place at the Site or in a place designat�d by the Cantractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orderrs, and written interpretations and clarifications in good order and annotated to show changes made during construction. Ti��se record documenfs together wit�a aIl approved Samples and a counterpatt of all accepted Subzn�ittals will be availabie to City �or reference. Upon com�letion of the Work, these record documents, any operation and maintenance manuals, and Sub�nittals will be delivered to City �rior to Final Inspec�ion. Contractor shall include accurate locations for buried and imbedded iterns. 6.14 5'afety and Pratection A. Contractox shall be salely responsibl� for initiating, maintaining and supexvising all safety pr�cautions and programs in connection with the Work. Such responsibility does not relie�e Subcontractors of t�eir responsibility for the safety of �ersons or praperty in the perfarmance of their wark, nor for compiianca wi.�h applicable safet:y Laws an�d Regulations. Cantractor shall czx�r o� �oxT woRTx STAiYDl�12]]CONS"TRUCTION SPHCIFICATIO�I DOCUMEIVTS Revision: FeUmary 2, 2016 00 �a oo - i CENERAL CaNDIiIONS Page 30 of 63 take a.11 necessary pxecauixons £or the safety of, and shall provide the necessary protection to prevent damag�, injury or Ioss to: ]. all pez-sons on the Site ox who rxiay �e affected by the Work; 2. all the Work and materials and equipment to be incorporated Yherein, whether in storage on or off the Site; and 3. other pro�erty at the �ite or adjacent thereto, including trees, shrubs, lawns, walks, pavements, xoadways, structures, �tilities, and Underground FaciliYies not designated for xemoval, relacatian, or replacezx�ent in the course of consiruction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, ar to the protection of p�rsons or property from darnage, injury, or loss; and shall errect and maintazn all necessa�ry safeguards for such safety and protection. Contractor shall notify owners oi adjacent property and of Underground Faciliiies and ather utility ownexs when prosecution of the Work may affect ihem, and shall cooperate with tl�em in the protec�ion, removal, relocatzon, and xeplacezz�eni of t.�ezz pxoperty. C. Contractor shall comply with the applicabie requirements of City's safety programs, if any. D. Contraetor shall inform City af the s�ecific requirements of Contractor's safety program, ii any, with which City's employees and representatives must comply while at the Site. E. AlI damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 cansed, dir�cily or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, ar any other indavidual or entity directly or indirectly ernployed by any of thern to perfor-m any of the Work, or anyone �or whose acts any of thezxa zx�ay be liable, shall be xemedied by Contraciar. F. Contractor's duties and responsibilities for safety and for protection of the Work shall, continue unti� such tz�e as all the Wor� is cozxzpleted azad City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.I6 Hazard Communication Progra�ns Contractor shali be xesponsible �or coordinatix�g any exchange of mate�al safety data sheets or other hazard communica�ion information required to be made available io or exchanged between or among employers in accordance with Laws or Reguiations. 6.17 Emergencies and/or Rectificrxtian A. In ernergencies afFecting the safety or protection af persons or the Work or �ro�erty at the Site or adjaceni thereto, Contractor is obligated ta act to prevent threatened damage, injury, or Ioss. Contractar shall give City prompt written natice if Contractor believes ihat any signzficani CT['Y OF FORT WORTH STANDAI2D CONS1'IZUC'f'ION SPECIFTCAT[ON DOCi1NIEN'I'S Revision: F�elnvary 2, 2D 16 00 �z oo - � G�NERAL CONDITIONS Page 31 of 63 changes in the Work or variations from the Contract Documents Yaav� beez� caused thereby or are required as a result thereof. If City deterrz�ines that a change in the Contract Documants is requ��ed because of the action taken by Contractor in response to such an er�x�.ergency, a C�ange Order may be issued. B. Should the Contractox fail to respond to a request from the City to rectify any discrepancies, ozxaissions, or correction necessary to conform with the requirements of the Contract Docuzz�ents, tY�e Ciiy shall give the Cantractor wz-itten notice that such work ar changes are to be performed. The wz7tten notice shall direct attention to the discrepant condition and request the Contractor to take remedial action ta correct the condition. In the e�ent the Contractoz- does not take pasitive steps to f�ulfill this wri.tten request, ar does not sl�ow just cause for not taking the proper action, vvithin 24 hours, the City may take such remec�al action with City forces ar by contract. The City sha11 deduct an amount equal ta ihe entire costs far such rezxaedia� action, plus 25%, from any funds du� or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City �or review and acceptance in accordance with ihe accepted Schedule of Subzz3zttais {as required by Paragraph 2.07). Each submittal will be identified as City zxzay require. 1. Submit nurnber of copies specified in the General Requirements. 2. Data shovvn on the Subzxuittals wili be complete with respect to quantities, dirnensians, specified periarmance and design criteria, rnaterials, and simuilar data to show City the services, materials, and equipment Cont�actor proposes to provide and to enabl� City to review the infoxmation for the limited purposes required by Paragraph b.18.C. 3. Submittals submiit�d as herein provided by Contractor arnd xeviewed by City for conformance r;vith the design concept shall be executed in con%rmity with the Contract Docuzxzents unless otherwise required by Ciiy. 4. When Submittals are submitted for the purpose of showing the insiallation in greater detail, their review shal� not excuse Cantractor from requirernents shown on the Dravvings and Specifications. 5. For-Information-Only submittals upon whic� the Ciiy is nat expected to conduct review or take responsi�ve action may be so ideniified in the Contract Documents. (. Submit required nurnber of Samples specified in the Specificataons. 7. C1early identify �ach Sample as ta material, Suppiier, pertinent data such as catalog numbers, the use for which irntended and ather data as City may requir� to enable City to review Yhe submitial for the iimited puipos�s ret�uired by Paragraph 6.18.C. C1TY OF FORT WORFH STANDARD CDN5TRUCTiON SPECINICATION I]OCUNIENTS l�e�ision: F��uy 2, 2016 oo7zoo-i GENERAI� CONi71TION5 Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Wox� pe�oz-�nrzed pz�oz to City's review and acceptance of t�ie pertinent submittal will be at the sole expens� and r�sponsibility oi Contractor. C. City's Review: 1. City wzll pxovide iizx�.ely xeview of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compaYible with Yhe design concept oi the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and accepCance vvill nai extend to means, methods, techniques, sequences, or pxocedures of construction {except w�exe a partzcu�ar �zeaz�s, zx�ethod, technique, sequence, or procedure of construc�ion is speciiically and expressly called iar by the Contract Docurnents) or to safety precau#ions or programs incident thereto. The review and acce�tanc� of a separrate iterza as such will not indicate approval of the assembly in which the itern functions. 3. City's review and acceptanc� sha11 not r�licv� Contractor from responsibiliiy for any va�iation frazz� tlae requixeznents of the Cont�act Documents uz�Jess Cont�actor has compiied with the requirements of Section OI 33 00 and City has given written acceptance of each such variation by specific writien noiation thereof incorporated in nr accompanying the Subr�x�ittal. City's zeview az�d acceptance shall not relzeve Cont�ractorr frozxa rrespansibility for complying with the requirements of the Contract Dacuments. 6.19 Continuing the Wark Except as othexvvise pzovided, Contractar shall carxy on the Work and adhere to ihe Praject Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution o� any disputes or disagreements, except as City and Contractor rnay oY,herwise agree in wz7itzng. 6.20 Contractor's General Warranty and Guarantee A. Contractor vtirarrants and guarantees to City that all Work vvill be in accordance wi�;h Y,he Contract Documents and wiil �zot be defective. Ciiy and. zts officers, directors, rnembexs, parrtners, employees, agen�s, consultants, and subcontractors shall be ent�tled to rely on representation of Contractor's warranty and guarantee. B. Contractor's wazxanty and guarantee hereund.er excludes defecis or darnage caused by: 1. abuse, modi�cation, or improper maintenance or operation by persons other than CQntractor, Subcontractors, Suppliers, or any other individual or entity for wham Contractor is responsible; ox CTPY OF FORT WORTH STANDARDCONSTRUCT'ION SPL�CIFTCATION DOCiJMENTS Revisian: F�lnuazy2, 2016 007200-1 GENERAL CONDITIONS Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to �erform and cornplete fhe Wark in accordance with the Contract Documents shall be absolute. None af the following will constitute an acceptance oi Work that is not in accordance wi#h the Cantract Documents or a r�l�ase of Contractor's obligation to perform the Work in accordance with the Contract Docurnents: 1. observatzons by City; 2. recommendation or payment by City of any progress or final payme�t; 3. the issuance of a certificate of FinaJ. Acceptance by City or any payrnent related thereto by City; 4. use or acc�pancy ai the Work or any part tI�ereof by City; 5. any review and acceptance of a Subrnittal by City; 6. any inspectian, test, or approval by others; or 7. azay coz�rectzon af defective Wark by City. D. The Contraetor shail remedy any def�cts or damages in the Wark and pay for any damage to other woriz or praperty resulting t�erefrom which shall appear within a period o� [wo {2) y�ars frorn the date of Final Acceptance of the Work unless a longer periad is specif ed and shall flzrnish a good and sufficient marntenance bond, complyi�ng with the requirements of Article 5.�2.B. The City wi�l gi�e naiice of observed defects with reasonable promptness. 6.21 �ndemnifica�ion A. Contrac�or covenants and agrees to indemnify, hold hartxiless and de�'end, at its own expense, the City, its officers, servants and employees, fron� and against any and all claims axising ou� of, ar alleged to axise out of, the wark and services io be �erfarmed by the Co�fractar, its officers, age�ts, employees, subcontractors, licenses or invitees under this Cantrac� THIS INDENINIFICATION PROVI.SION IS SPECIFICALLY INTENDED_�Q OPERATE AND BE EFFECTIVE EVEN �' �T IS ALLEGED 4R PRQY_El�L THAT ALL R ME F T DAM ES _�EII�_ HT WERE A ED WH LE R PART. BX_ _�il�Y ACT. OMISSION OR NEGLIGENCE nF THE CITI'. This indemnity provision is intended ta include, w�thout lirn�itiatiion, indemnity for costs, expenses and Iega� %es incurred by the City in defending againsi such claaxns and canses of actions. B. Ca�t�ractar covenants and agrees to indemnify and hold hartnless, at its ovvn ex�aense, ihe City, its officers, servants and employees, from and against any and all lo,ss, da�nage or destruction of property nf the City, arising out o�, ox alleged ta arise out of, the work and services to �e performed by the Co�txactor, its ofFicers, agents, emplayees, subcon�ractors, licensees ox a�t�itees under this Contract. THIS INDEMNIFICATiON PROVISTON IS CiPY OF FORT WOATH STANDARD CONSTRUCPION SPECiF[CATION DOCUMENTS Revision: �'ebmuy2,20�6 DO 72 OD - I C,ENERAL CONDITIONS Page 34 of 63 �PECIFICALLY INTENDED Tp QPERATE AND BE EFFECT�VE EVEN �k' �T IS ALLEGED OR PRO�E�I THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLYGENCE OF THE C�TY. 6.22 Delegation of Professional Design Services A. Contracior will noi be required to provide professional design services unless sucn services are specifically required by the Contract Docuzxaenis for a portion of the Work or unless such services are required to carry out Confiracior's responsibilities %r construction means, methods, techniques, sequences and procedures. B. 7f professional design services or certi£'zcations by a design pxofessional related to systems, materiats or equipment are specifically �equired af Contractox by the Contract Dacuzxzents, City �cwill specify all performance and design criteria that such services must satisfy. Contractor shall cause such sexvices oz certzficatiozzs to be provided by a properly licensea professional, vvhose signature and seal shall appear on all drawings, ca.lculations, speci£'ications, certi�cations, and Submittals prepared by sUch �rofessional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such pro�essionat's wrr.tten approval when submiited to City. C. City shali b� entitled to r�ly u�on the adequacy, accuracy and completeness of the services, certifcaiioz�s or approvals pez�orxz�ed by such design professiona�s, provided Ciiy has specified to Contractor perfonnance and design criteria that such services must satis£y. D. Pursuant to this Paragraph 6.22, City's review and acceptance o� design calculations and design d�rawings will be only for the limited purpose of checking for conformance wiYh performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submitials (exce�t design calc�lations and design drawings) will be only for the purpase stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of thre� (3) y�a�s after final payrnent undex this Contract, have access to and the right to examine and photocopy any directiy pertinent books, docnments, papers, and records of the Contractoz' involving ixansactions relating io this Contract Contractor agrees that the City s�all have access during Regular Worlcing Hours to aIl necessary Contractor facrlities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audiis. B. Contractor further agrees ta inelude in all its subcontracts hereunder a provision ta the effect that the subcontractor agrees thai the City shali, until the expiration of three (3) years after fina� payment under this Contract, have acc�ss to and th� right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and fiirther, thai City shall have access d�ng Regular Worrkzng Hours to alI CI'I`Y OF FdRT WORTH STANDARD CONSTRUCI70N SPECIFICATION DOCiIMENTS 12evision: Febmary2, 2016 ao �z oa - � GEN�RAL GONDiTIONS PAgG 3S Of Ga Subcontractor faciliY�es, and sk�aJ.l be pro�ided adequate and ap�ropriate work space in orderr to conduct audits in compliance with the provisions of tl�is Paragraph. T�e City shall give Subcontractor reasonable advance notice o� intended audits. C. Contractor and Subcontractor agree to photocopy such documents as rnay be requested by the City. The City agrees to reimburse Conf,ractor for the cost of the copies as �ollows at the rate pu�lished in t1�� Texas Adrninistrati�e Code in effect as af T.he time copying is performed. 6.24 Nondiscrimination A. The City is responsibl� for opera�ing Pubiic Txansportation Programs and irnplementing transit- r�lated projects, vvhich are fi�nded in part with Federal financial assistance awarded by the iJ.,S. Departm.ent o£ Transportat�an and the Federal Transit Adzx�inistration (FI'A), without discriminating agair�st any person in the United States on the basis of race, coI.or, or naiional origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall co�nply wit� tkae requirements oi t�e Act and the Regulations as further defined i.n tk�e Supplementary Conditions �or any project recei�ng F�d�ral assistance. ART�CLE 7— OTHER WORK AT THE SITE 7.01 Related Work at Site A. Crty may pexfort�n other work related to the Pro�ect at the Site wrth City's employees, ar other Crty contractors, or through other direct contracts therefor, or have other wark perform�d by utility owners. If such othex work is not noted in the Contract Dacuments, then writte�a notice thereof will be given to Contractor priar io starting any such other vvork; and B. Contractor shall afford each oYher contractor wk�o is a party to such a direct contract, each utility own�r, and Cit�, if City is performing other work with City's employees or other City contractoxs, pxoper and safe access to the Siie, provide a reasonable opportunity for thc introduction and storage af materials and equipment and th� execution af such o�ier vvoxk, and �roperly coordinate tbe Work with theirs. Contractor shall do all c�tting, fit�ing, and patching of the Work that may be r�quired to properly connect or atherwise make its several parts come together and properly integrate r�vith such other wark. Contractor shall not endanger any work of others by cutting, e�cavating, or oilierwise altering suc� vc�ork; provided, howe�er, that Contractor may cut or alter others' work with the wx-itten consent af City and the oth�rs whose wo�-k will b� affecied. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, de�ects, or deficiencies in such other wori� that render it unavaxlable or unsuitable for the pxoper execution and r�sults of Cantractor's Wark. Co�tracior's faiiure to sa report will constitute an accepiance of suck� other work as fit and proper for integration wiY,h Coniractor's Work except for Iatent defects in the work provided by others. Cl"i`Y OF FORT WORTH STANDA12T7 COIVSTRiICTIO� SPECCFICATION DOCiJNIENTS Revision: Fd�mary2, 2016 00 72 pD - t GENERAL CON�ITIONS Page 36 of 63 7.02 Coordination A. �£ City iz�ten�ds to contract with others for the perfortnance of other vvork on Yhe Project at the Site, the following will be set forth in Supplementary Canditions: 1. the individual or entity who will have authority and responsibilzty for coordination of tlae activities among the �arioUs contractors will be identified; 2, the specific rr�atters to be covexed by such aut�oz�ty and xesponsibility will be itemized; and 3. the extent of such authority and responsibilities will be pravided. B. Unless otherwise provided in the Supplementary Condi�ions, City shall have autharity far such coordination. ARTICLE S — CITY'S RESPONSISILITIES 8.01 Communications to Contractvr Exc��t as oiherwis� provided in the Supplementary Condiiions, City shali issue all communications to Contractor. 8.02 Furnish Datc� City shali tirnely furnish Yhe data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; Reparis and 7'ests City's duties witb rrespect to pxovidzng lands and easexxzents and providing engineer�ng surve�rs to establish reference points are set forth in Paragraphs �.01 and 4.05. Paragraph 4.02 refers to Ciiy's identifying and making available to Contractor copies of re�orts of explorations and tests oi subsurface conditions and drawings of physical conditions relating to existing surface or su�surface structures at or contiguous to ihe Site ihat have been utilized by Czty z❑ pxepaz-ing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. $.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. C1TY OF FORT WORTH $TANDARD CONSTRUCTIQN SPECIFTCATIpi�! DQCUMENTS Revision: F'e�iu�y2, 2D16 oo�zW-i GENERAL CONDITIOiVS Page 37 of 63 8.07 Limiications on City's Responsibilities A. The City shall not snpervise, direct, or have control or authority o�er, nor be responsible for, Contractor's means, methods, techniques, sequernces, or procedures of construction, or th� safety precautio�s and programs incident thereto, ar for any failur� of Contractor to camply �vith Laws and Regulati.on� applicable to the performance of the Work. City wiIJ not be responsible %r Cantractor's iailur� to �aerform the Work in accoxdance with the Cantract Documents. B. City r�vill notify the Contractor of applicabl� safety plans pursuant io Paragraph 6. l4. $.08 Undisclosed Hazardous Environmental Cnndition City's responsibility with respect to an undisclosed Hazardous Environmentat Candition is set forth in Paragraph 4.06. 8.09 Carnpliance with Safety PrograYn Whzle at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which Crty has been informed pursuant to AILLIA��IAA V.A�. ARTICLE 9— CITY'S QBSERVATION STATUS DURING CONSTRUCT�ON 9.01 City's Project Manager Czty will provide one or more Project Managex(s) during the construction period. The duties and responsibili�ies and �e limitations of autl�ority of City's Project Manager duz-ing constz-uction are set fotth in the Contract Documents. Th� City's Project Manager forr this Contract is Tariqul Islam, ar hislher successor pursuant to written not�fication fram the Director of TransportaYion and Public Works. 9.02 Visits to Site A. City's Project Manager will make visits to the Site at intervals appxopriate to fhe various stages of construction as City deems necessat�y in orrdex to observe the progress that has baen made and the quality of the various aspects of Contractor's executed Work. Based on inforrnation obtained duz�ng such visits and abservatians, City's Project Manager wzll determine, in generai, if ihe Work is proceeding in accardance witli the Contract Documents. City's Proj�ct Manager will not b� required to make exhaustive or continuous inspections on the Site to check tb.e quality or quantity of the Work. City's Project Manag�r's e£�orts will be directed toward provi�ng City a greater degree of confide�ce that the completed Work will conform generally to the Contract Documents. B. City's �roject Manager's visits and observations at�e subject to all ihe limitations on authority and responsibility in the Contract Documents inciuding those set forth in Paragra�h 8.07. CI'I`Y OP PQRT 1�OT2"1"H STAI�II3ARD CONSTR[1CiT0I� SP�CIk�CA,TCON DOCUMENTS Revision: l�ebnkuy 2, 2015 00 �z oo - i GENERAL CONDITIONS Page 38 of b3 9.03 Authorized Variations in Work City's Project Manager may au�iarize minor variations in the Wark from the requirements of the Contraci Documents which do z�oi involve an adjustzzient in the Contract Price ar the Contract Time and are compat�ble with the design concept of the completed Praject as a functioning whoXe as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City arzd also on Contractor, who shall perform the Wark involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Proj�ct Manager believes io be defective, or will not produce a compieted Project that conforms to the Contract Documents or that will prejudice ihe iniegrity of the design concept of the compleied Projeci as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Dererminations fo� Wark Perfornned Contracior will determine the actual �uantities and classifications of Work perform�d. City's Project Manager will review with Contractor the preliminary determina#ions on such matters b�fore rend�ring a written recommendation. City's written deczsion will be fznal (excepi as modified to reflect changed factual condi�ions or more accurate data). 9.06 Decision,s on Requirements of Contract Documents arad Acceptability of Wark A. City wiil be the initial interpreier of the requirements of the Contract Docurnents and judge of the acceptability of the Wark thereunder. B. City will render a writEen decision on any issue re%rred. C. City's wri�ten decision on the issue referred will be fnal and bincling on the Contractor, subject to the provisions oi Paragraph I0.06. ARTICLE 10 — CHANGES IN THE WORK; CLAIlVIS; EXTRA WORK � O.OI Authorized Changes ira the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from �ime to t�me, order Extra Work. Upon notic� of such Extra Work, Contractor shall promptly proceed with the Work invoived which will be performed nnder the applicabie conditions of Yhe Contract Documents (except as otherwise specifically provided). Extra Work shaXl be memorializ�d by a Chang� Order which may or may not �recede an order of Extra work. B. For minor changes of WQrk not requiring changes to Contract Time or Contract Price, a Field Order rnay be issued by the City. CITY OF FORT WORTH STANAARD CONSTRiJCTTQN SPECIFTCATION DpCUMENTS Revision: Febeuaiy 2, 2016 oo�zoo-i GENERAL CONDITlONS Yage 39 of fi3 10A2 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Frice or an e�tension o� the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supple�xzez�ted as provided in Paragraph 3.04, except ir� the case of an emergency as provided in Paragraph fi.17. 10.�3 Execution of Change OrdeYs A. City and Con#ractor shall execute appro�riate Change Orders covering: 1. changes in the Work which are: {i} ordered by City pursuant to Paragraph IO.OI.A, (ii) r�quired because of acceptance of defective Work under Paragraph 13.08 or City's correciion of defective Wark u�der Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of Yime for Wori� actually pez-£ormed. I0.04 Extra Work A. Should a dif£erence arise as to what does or do�s not constitute Extra Work, or as to the payment th�reof, and the City insists upon its pe�-£oz7tn ance, the Contractor shall proceed with the work a£ter making written requesi for written orders and shall l�eep accurate account of the actual reasonable cost thereof. Contract Claims regarding Ext�ra Work shall be made pursuant to Paragraph 10.46. B. The Cantractor shall furnish the City such installat�on records of ail de�viations from the o�gznal Contract Docurnents as may be neces�ary to enable the City to prepare for permanent record a carreeted set of plans showing the actual installat�on. C. The compensation agreed upon far Extra Work whet�ier or not znitiated by a Change Order shall be a full, compleie and final. paytrzent for alI casts Cantractor incurs as a result or r�lating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitaYion, any costs far c�elay, extended overhead, ripple or impact cost, or any ofher effect on changed or unehanged work as a result of the chang� or Extra Work. J0.45 Notificatian ta Surety Ti the provisions of any bond require natice to be given to a surety of any change a�fecting the general scope ofr the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Tim�}, the gi�ing of any such notice wiil be Contractor's responsibility. The amount of each applzcable bond will be adjusted by the Contractor to reflect the effect of any such change. crT� o� �oz�x wox�rx STANDARD COIV�STTt[ICTION SPk:CIFICA'I70N DOCUMENTS Itc vis�on: Febma�y2, 2Q16 oQ �2 00 - i GE�VERAL CONDI7IQNS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Requirecl: AIl Contract Claims, except those waived pursuant to Paragraph 1A�.09, sha11 be referred to the C�ty £or decision. A decision by City shall be required as a condition precedent to any exercise by Cantractoz- af any x-ights orr remedies he may othervvise have ut�der the Coniract Docum�nts or by Laws and Regulations in respect of such Cantract Clair�xzs. B. Notice: 1. Written notice stating the gen�ral nature of each Contract Claim sha11 be delivered by the Contxactor to City no later than 15 days after the start of the event giving rise t�iereto. The responsibility to substantiaie a Contract Ciaim shall rest witl� the party making fhe Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the Ciiy on ar before 45 days frorxz the start of the event giving rise thereto {unless the City allows additional ti�ne %r Contractor to submit additional or more accurate daia in support of such Contract Claim). 3. A Contract Claazxa for an adjustment in Contract Price shall be prepared in accordanc� with the provisions oi Paragraph 12.01. 4. A Contract Claim for an adjusYment in Contract Time shall be prepared in accordance with the provisions of Parag�raph 12.Q2. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is en�itled as a result of said event. � 6. The City shall submit any response to the Coniractor within 30 ciays after receipt of the claimant's last submittal (unless Contract alZows additional time). C. City's Action: City will zeview each Contract Claim and, within 30 days after receipt of the last submittal o� the Contractor, if ariy, take one of the foliowing actions in writing: i. deny the Contract Claim in whole or in part; 2. apprrove tkze Contract Claim; or 3. noti�y the Contracior that the City is �anable to resolve the Contract Clairn if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of fiarther resoluYion of the Contract Claim, such notice shall be deerned a d�nial. CI'1'Y OF FORT WORTH STANDARD CpN$TRLTCTION SPBCIFICAT[O�T DQCUMENTS Revision: Febmary 2, 2016 00 �2 00 - i CENERAL GONDITIONS Page 41 oP 63 D. Czty's written action under Paragraph 10.06.0 r�vill be final and binding, unless City or Contractor invoke the dispute resolutioz� procedure set forth in Article 16 within 30 days of such action or dez�ial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not subrnitted in accordance with this Paragraph 10.06. ARTICLE 11-- COST OF THE WORK; ALLOWANCES; iJNTT PRICE WORK; PLANS QUANTITY MEASiTREMENT 11.01 Cost of the Work A. Costs Included: The term Cast oi the Work means the su�n of ali costs, except those excluded in Paragraph 11.01.B, necessarily incurred and paid by Contiractor in the proper perFormance of the Work. Wh�n the value of any Worrk covexed by a Change Order, the costs to be reimbr�rsed to Contractor wil� be only those additional or incrernental costs required because of the change in the Work. Such casts shaIl not include any of the costs itemized in Paragraph 11.Q1.B, and shall include but not be limited to the £ol�owing items: i. rayroll cosis zor empiayees in ih� uir�ci einploy �F �uiiu`ac�ui` iii i�Ae �eiiui'�xxaE�ce oi uie Wark under schedules nf job classifica�ions agz�eed upan by City and Contractor. Such employees shall include, without limitat�an, superintendents, foremen, and other personnel ennployed full time on the Work. Payroll cnsts for employees not employed full time on the Work shall be apportzoned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, oz b. salaries and vvages plus the cost of fringe benefits, which shall include social security contributians, unemployment, excise, and pa�roll t�es, workers' compensation, health and retirement benefits, bonuses, sick leave, vacatian and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Haurs, Weekend Working Hours, or Iegal holidays, shall be included in the above ta the extent authorized by City. 2. Cost of all materials and equiprnent furnished and incorporated in the Work, including costs of transportaiion and storage thereof, and Suppliers' fie�d se�vzces required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereaf whether rented fram Cantractor or others in accordance with ren.taI agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal Yriereof. All such costs sha1� be in accordance with the t�rms of said rental agreements. The xental of any such equipment, rnachinery, or pat�Ys shall cease whe� the use thereof is no Ionger n�cessary for the Work. CITY OF FORT WOR'�H STANDARD COidSTRL`CT[Oh' SPECIFICA"fTO�T I�OCUMENTS Revision: i�utuy 2, 201fi ao7zoa-i GENERAL COiVDfT10NS P�ge 42 of 63 4. Payments made by Contractor to Subcontractors for Work perFormed by Subcontractors. If required by Ci#�, Contractor shal� obtain competitive bids from subconiractors acceptable to City and Coniractor and shall delivex such bzds to City, who wzll then detezxx�.ine, wl�ich t�ids, if any, will be acceptable. 7f any subcontract provides that the Subcontractor is io be paid oza Yhe basis of CosY of the Warl� plus a fee, the Subcontractor's Cost of the Work and fee shall be detezxx�ined in the sarrne nr�anzzer as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. S. Costs of speciai consultants (including but noi Iimiied to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) ernployed for services specif calty related to the Work. 6. Sup�lemental costs including the following: a. The proportion of necessary transpartation, travel, and subsistence expenses of Confractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and rnaintenance, of all materials, supplies, equipment, machinery, appliances, off'ice, and temporary iacilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less mar�Cei value, of such items used but �ot consunied which rezzaai�. tk�e property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractar is iiable not covered under Paragraph 6.11, as impased by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone direct�y or indirec�ly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and rrelated expenses) cansed by daznage to the Work, not coznpensated. by insurance or otherwise, sustained by Contractox in connection with the ��rFormance of the Work, provided such Iosses and damag�s have resulted from causes ot�ier t1�an the negligence of Contractor, any Subcontractor, or anyone clirectly ar indirectiy employed by any af them or for whose acts any of them may be liable. Such losses shall include settiements made with the written cansent ar�d approval of City. No such losses, darnages, and expenses shall be includec� in the Cost of the Wark for the purpose of deiermining Contractor's fee. £ The cost of utilities, fuel, and sanitary facilit�es at the Site. g. Minor e�penses such as CeZegra�ns, long distance telephone calis, telephone and comrnunication services at the Site, express and courier services, and si�x�ilar petty cash items in conneciion with the Work. CITY OF FORT WOR`PH STANDARDCQNSTRiJCTION SPECIFICATION DOCUMENTS Revision: �taary2, 2D16 ao�zoo-i G�n��Ra� ca�diYioNs Page 43 of fi3 h. The costs of prexx�:iuzns £or all bonds and insurance Contractor is required by the Contract Documents io purchase and mainiain. B. Costs Excluded: The term Cost of the Wo�rk sha11 not include any oi the following items: 1. Payroll casts az�d other compensation of Contractor's off'icers, executives, principals (of partnerships and so�e �roprietorships), general managexs, safety managers, engineers, architects, estirnators, attozzaeys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, cl�rks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch o£�`xce £az general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.O�.A.1 or specifically covered by Paragraph 11.O1.A.4, all of wk�ich are ta be considered administrative costs covered by the Contracior's fee. 2. Expenses of Cantractoz's principal and branch afF'ices oth�r than Contractor's o�fice at the Site. 3. Any part of Contractor's capital expenses, zncludzng interest on Contractor's capiial empioyed for the Work and charges agaz�st Cantractor for delinquent payments. 4. Costs due to the negligence o� Contractor, any Subcontractor, ar anyone directly oz- indirectly employed by any of therr� or for whose acts any of tY�ezxz xxaay be liable, including but not Iimited ta, �ie coz7rection of defect�ve Wark, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead ar general expense costs of any kind. C. Contractor's Fee: When a�� the Warlc is performed on the basis of cost-plus, Contractar's fee shall be detern�ined as set forth in the Agreernent. When tl�e vaJue of any Wark co�ered by a Cha�ge Order for an adjustment in Contract Price is detern3ined on th� basis of Cost af the Work, Contractox's fee shall be determined as s�t forth in Paragraph 12.Q1.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be detern�ined pursuant to Paragraphs 11.01.A and II.Ol.B, Contractor will establish and maintain records thereof in accordance with generally accepied accounting practiees and subzxyzt in a faxm acceptable to City an itemized cost breakdown iagether with supporting data. 1i.02 Allowances A. Specified Allowance: rt is understood that Contractor has included in the Co�tract Price a11 allowances so narned in the Contract Documents and shall cause the Wark so covered �o be performed �or such sunas and by such persons or entities as may be acceptable ta City. B. Pre-bid Allowances: 1. Contractor agrees that: C1TY OF FORT WdRTH STANDARD COI�ISTRUCTIpN SPECIFICATION DOCUMENTS Revision: Pebn�uy 2, 2016 oa�zoo-i C,ENERAL CONDITIONS Page 44 of 63 a. the pre-bid allowances include the cost to Contractor o� materials and equipment required by the allowances to be delivered at the Site, and ail applicable ta�es; and b. Contractor's costs %r unloac�ng and handling on the Site, labor, installation, overhead, profii, and oiher expenses contemplated for the pre-bid allowances have been included in the allowances, and no dernand for additional payment on accor�nt of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, i� any, is for the sole use of City. D. Px-ioz to £'inaZ payzxaent, aza appropx-iate Cha�ge Order will be issued to reflect actual amounts due Contractor on account of Work cov�red by allowances, and the Contract 1'rice shall be corres�ondingly adjvsted. � 1.03 Unit Price Work A. Where the Contract Dacnments provide thai a11 ar part of the Work is to be Unit Price Woxk, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal �o the sum of the unit price for each separately iden�ified item of Uni# Price Wark �imes the estimated quantity of each item as indicated in the Agreement. B. The estimated quanti�ies of items of Unit Price Work are not guaranteed and are solely for the pwrpose of comparison of Bids and detern�ining an initial Contract Price. Determinations of the actual qua.ntitzes and c�assx£'zcations of Unit Pr�ce Work pez�o�ed by Contxactor will be made by City subject to the provisions of Paragraph 9.05. C. Each �nit price vcrill be dee�ned to inc�ude an arnount considered by Contractor to be adequate to cover Contraetor's overhead and prafit for each separately identified item. Work described in the Contract Documents, or reasonabl� inferred as required for a functionally complete instaIlation, but nat identified in the listing of unit price items shall be considered incidental to unit price work Iisted and the cost ai incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work per�ormed t�y Contractar differs materially and signi�cantly from the estzr�xaated quantity of such ite�x� znd.zcated in the Agree�ent; and 2. there is no corr�sponding adjustment with respect ta any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significant�y change the character of work under the Contraci Docurnents, the altered work wilZ be paid for at the Contract unit price. C1TY OF FORT WORTH STANDARD CO1+iSTi2UCfI0IV SPECff�TCATION DOCi.iM�NTS Revision: Febnrazy2,2016 00720D- 1 GENERAL CONDITIONS Page 45 of 53 2. If the changes in qua�ratities or alieratians significantly change the character af work, the Contxact wil� be amended by a Change Order. 3. I� no unit prices exist, this �c�viIl be considered Extra Work and the Contract will be amended by a Change Order in accardance with Article 12. 4. A significant change in the charactex of wark occurs when: a. the character of work for a�ay �tezxa as altered differs materially in kind or nature from that in the Contract or b. a Major It�m of work r�aries by more than 25% froxxa the ozigznal Contract quantity. S. When the quantity of work to be done under any Major Item oi the Contract is mor� than 125%0 of the original quantity stated in the Contract, then eitl�er party to the Contract may request an adjustment to the unit price on the portion of tl�e work that is above J 25%. 6. When the quantity of work to be done under any Major Itezxz ofr the Contract is less than 75% of �ie oi-iginal. qua�tity stated in the Contract, then either party to th� Contract may request ar ad��ustment t� the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may ar may not represent the exact quantity of work perfonned orr naate�al moved, handled, or placed during t�.e execution o£ the Contract. The estimated bid quant�ties are designated as final payment quantities, unless revised by the governing Section ar this Article. B. If the quantity measured as outlined under "Price az�.d Payment Procedures" varies by more than 25°yo (or as stipulated uz�der "Price and Payment Procedures" for specific Items) from the tatal estimated quantity far an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authox-ized work done for payrnent purposes. The pat-�y to the Contract requesting the adjustment will provide iield rneasurements and calculations showing the �nat quantity for which paymen� will be made. Payment for re�ised quantaty will be made at the unit price brd fox tl�at Iiem, except as provided �or in Article 10. C. When quantities are revised by a change in design approv�d by the City, by Ci�ange Order, or to carrect an error, or to correct an error on the plans, the plazas quantity will. be increased or decreas�d by the arr�ount in�valved in the chaz�ge, az�d the 2S%a �ariance wi11 apply to t1�e new plans quazztzty. D. �f the total Contract q�xantity multiplied by Yhe unit price bid for az� indivi�dual �te� is less t�an $250 and the Ite�n is not originalI.y a plans quantity Ytem, then the Item may be paid as a plans quantiiy �tez� i� the Ciiy and Contractor agr�e in wiiting ta fix the final quantity as a plans quant�ty. C1TY dF ROR'T WORTH STANDARD CONSTRUCTIOI�! SPECIFTCATION F]OCUMENTS Revisian: Febnti�¢y 2, 20 ] 6 00 72 00 - 1 GEiVERAL CONDITfONS Page 46 of 63 E. For callout work or non-site specific Contracts, the pIans quantity measurement requirements are noi applicable. ARTZCLE �� — CHANGE OF CONTRACT PRiCE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price rr�ay only be changed by a Change Oxder. B. The value oi any Work cavered by a Change Or�er will be detertnined as follows: 1. where the Work involved is covered by unit prices coniained in the Contract Documents, by applicaYion of such unit prices to the quantities of the items involved (subject to the pxovisions of Paragraph 11.03}; or 2. where the Work involvecl is not covered by unzt pz�ces contazned in the Contract Documents, by a rnutually agreed lump sUm or unit price (which may include an allowance %r overhead and proft not necessarily in accordance wiYh Paragraph I2.01.C.2), and shall include the cost of any secondary impacts thai are fareseeable at the tizxze of p�zcing tlae cost of Extra Work; or 3. where the Wark involved is not covered by unit prices contained in the Contraci Documenis and agreemeni to a�ump sum ox unit pz�ce is not reached under Paragraph 12.O1.B.2, on the basis of the Cost o� the Work (detern�ined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contzactax's addiiioz�al fee fox ovexhead and profit shal� be detertnined as follaws: 1. a mutually acceptable fixed fee; or 2. if a f�xed fee is not agreed upon, then a fee based on the �o�Xowxng percentages of the various portions of the Cost of the Work: a. fox costs incurred under Parragraphs 11.O1.A.1, 11.0�.A.2. and 11.OT.A.3, the Contractox's additional �ee shaIl be l 5 percent except fox: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. far costs incurred �nder Paragraph 11.O1.A.4 and 11.Q1.A.5, the Contractor's fee s�a11 be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost o� ihe Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.41.C.2.a and 12.O1.C.2.b is that the Subcontractor who actually performs fihe Work, at whatever C1TY OF FORT WORTH STANDARD COiYSTRUCTION SPECCF[CAT[ON DOCUMENTS Revision: Febcuazy 2, 2016 OQ7200- l CE[�ERAL CONDITIONS Page 47 of 63 tiez, will be paid a fee oi IS p�rcent of the costs incurred by such Subcontiractor under Paragraphs 11.01.A.1 and 11.OI.A.2 at�d that any higher tier Subcontractor and Contz�actax will each be paid a%e of five percent (S°Io) of the amount paid to ttae next �ower tier Subcontractor, however in no case shall the cumu�atzve total o� fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs iternized under Paragraphs l l.O1.A.6, and 11.41.B; d. the arnount of credzt to be allowed by Contraciar to City for any change �+hich results in a nei decrease in cost will b� the amaunt of the actual net decxease i� cost plus a deduction in Contractor's fee by an �x�ouni equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of Y.he Contract Tizxae wzll be aliawed %r Extra Work or for claimed delay unless iiiE iXtT� Ti�lfii� CGIliEiT'i�'i1�tcC1 G�' CiallTicti Ciclajr 35 sh�wrl iG r'iC uii ii�IC CT1t1Cia� I3u��li v� ��'a�. �I'v�eC� Schedule or Contractor can shaw by Critical Pa� Method analysis how the Extra Work or claimed delay adversely affects the critical pa�1i. 12.03 Delays A. Where Contractor is reasonably delayed in the perFormance or completian of any part o� the Work within the Contract Time due io delay beyond the control of Contractor, the Contract Time may be extend�d in an amount equal to the tizne lost due to such delay if a Contract Claim is made therefor. Deiays beyond the cantrol of Contractor shall include, but not be limited to, acts or neglect by Ci�y, acts or neglect of utility o�;vners or other cant�'actors perfornling other work as cantemplated by Articie 7, �ires, floods, epi.de�mics, abnormal weather conditions, ar acts of Gad. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City sha�l not be liable ta Contractor for any claims, cosis, losses, ar damages (inc�uding but not Iunited to all fees and charges o� engineers, architects, attorneys, and other professionals and all court ar arbitration or o�er dispu.te resolution casts) sustained by Contractar on or in connection witb az�y other praject or anticipated pro�ect. C. Contractor shall not be entitled to an adjust�nent in Contract Price or Contract Trrrx�.e fox de�ays within the control of Contractor. Delays attributable �o and within the cantrol of a Subcontractor ar Supplier shall be deezned io be delays within ihe control of Contractar. D. The Contractar shall receive no compensatian for delays or l�ind�rat�ces to the Work, except when direct and unavoidahle extra cost to ihe Con.tractox is caused by the failure oi tl�e City to �arovide information or material, if any, whzch is to be furnished by the City. CTf Y OF FORT WDR'I`I3 STANllARD CONSTRilCT[ON SPECIFICATiON DOCUMENTS Aevision: E'�iazy2,2016 ao7zao-i GENERAL CONDITIONS Page aS oF G3 ARTXCLE �.3 — TESTS AND INSPECTION�; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of a�Z defective Work of which City has actual kno�r�edge will be given to Cantractor. Defective Work may be rejected, corrected, or accepted as provided in this Artzcle 1.3. 13.02 Access to Work City, independent testi�g laborato�rzes, and governmental agencies wit�i jurisdictional interests wi�i have access to the Site and the Work at zeasonable tzmes for t�eir observa�ion, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they triay comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of tt�e Work for all required inspections, tests, or approvals and shall caoperate vvith inspection and tesY�ng personnel to facilitate r�qui�ed inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereofl to be inspected, tested, or appraved, Contractor shall assume full responsibility fox arrangz�g and obtai�ing such z�dependent inspections, tests, retests or approvals, pay all costs in connection iherewith, and furnish City the required certificaies of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulataon (TDLR) insp�c�ions, which shall be paid as described in the Supplementary Conditions. C. Con�ractor shall be responsible for arranging and obtaining and snall pay all costs in connection with any inspections, tests, re-tests, or approvals required fox Czty's acceptance of znaterials or ec�ui�ment io b� incorporated in the Work; or acceptance of rnaterials, mix designs, or equipment sub�tted forr apparoval prrior to Contractor's purchase thereof far incorporation in fhe Work. Such inspeciions, tests, re-tests, or appzovals shall be pez-�oz-�ned by organizations acceptable to City. D. City may arrange for the services of an inde�endent testing Iaboratory ("Testing Lab") to perform any inspections or tests ("Testzng") �or any part a:F the Wox�, as determined solely by City. 1. City will coordinate such Testing to the e�tent passible, �ovith Cantractor; 2. Should any Testing under tlus Section 13.03 D resuli in a"fail", "did not pass" or oth�r similar negative result, the Contractor shall be responsible for paying for any at�d aIl retests. Contractor's cancellation withaut cause of City initiated Testing shall b� deemed a negative result and require a retest. C1T'Y OF FdR3' WORTH 3TANDARD CQNSTRLTCTION SPECIFICATION DOCLTMENTS Revision: Febmary2, 20I6 00 �z oo - � GENERAL CONDITIONS Page 49 of 63 3. Any amaunts owed �ar any retest under ihis Section 13.03 D shall be paid directly ta iile Testing Lab by Contractor. City will fozward all in�oices for retests to Contractor. 4. If Contxacior fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work af others) that is to be inspected, tested, ar approved is cavered by Contractox wzthout wriiten concurrence of City, Cantractor shail, if requested by Czty, uncover such Work for abserva�ron. F. Uncovering Woxk as provzded in Paragraph 13.03.E shall be at Contractor's e�pense. G. Con�ractor shall have the right to make a Contract Claim regarding any retest oz invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work rs co�exed cantrary to the Contract Documents or specific instructrons by the City, zt must, i� requested by City, be uncovered for City's observa�ion and replaced at Contractor's CX�'iCi1SC. B. If City considers it necessary or advisable that co�ered Wark be obsezved by City or inspected or tested by otlzers, Contractor, at City's reqnest, shall uncover, expose, ar otherwise mak� available for observation, inspectipn, or testing as Ciry may require, that partion of the Wark in questioz�, furnishing all necessary labor, material, and equipment. 1. If it is foand that ti�e uncovered Work is defective, Contracior shall �ay alI claims, costs, losses, and damages (including but nat limited to alI fees and charges of eng�neers, architects, attorneys, and other professionais and alI court or ather dispute resolu�ion costs} arising out of or relatang to such uncovering, exposure, obs�rvatian, inspection, and testrng, and of satisfactory replacem�nt or reconstruc�ion (including but not limited to all costs of repair or replacement of work of others}; ox Czty shali be entitled to accept defective Work in accordazace with Paragraph 13.OS in which case Contractar shall s�rll be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work zs not found to be defective, Contractor shall be allowed an increase in the Con.tract Price or an extension of the Contract Time, or bofh, directly attributable to such uncovering, exposure, observation, inspectzo�, testing, replacement, and reconstruciion. 13.05 City May Stop the Work If the Work is defecti�e, ar Contractar fails to su��ly sufficient skilled warkers or surtable materials or equipment, or fails to perform the Work in such a way that the compleied Work wili conform to the Contract Dacuznents, City rr�ay order Contractor to stop the Work, or any portion thereof, un.til the cause for suck� order has been eliminated; however, this right af City to stop the Waz� s�a11 not give rise to any duty on the part of City to exercise this right for the beneiit of Contractor, any crrY oF ro�T woRTx STANDARDCONSTRUCTION SPECIFICAI'ION IJOCUMEN'I'S Re�ision: F�uary 2, 2016 007200-1 GEN�RAL GONd171QNS Page 50 of 63 Subcontractor, any Supplier, any other rndividual or entity, or any surety for, or ernployee or agent o� any of them. 13.06 Cnrrection or Removal of Defective Work A. Promptly after recerpt of written no�ice, Contractor shall correct all defective Work pursuant to an acceptable scheduie, whether ox not fab�cated, insialled, ox co�zpXeted, ar, zf the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractar shal� pay aIl claims, casts, additional testing, losses, and damages (including but nat �izxuited to all fees and ck�arges of engineers, architects, attorxzeys, and othex pxofessionals and aIl court or arbitration or other disput� resolution costs) arising out of or relating to such correction or removal (including but not lirnited to all cosfs of repair or replacernent of �rork of others). Fai�ure to zequire the xenaoval of azay defectave Worrk shali not constiiute accepta�r�ce of such Work. S. When correeting defective Work under tha terms of this Paragraph 13.06 or Paragraph i3.07, Contractor shall take no action that would void or other�uvise impair City's special �varranty and guarantee, if any, an said Woxk. 13.07 Carrection Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by ihe terms of any applicable specia.i guarantee required by the Contract Docum�nts), any Work is found io be defective, or if the repair of any damages to the land or areas made available far Contractor's use by City or pernzitted by Laws and Regulations as contemplated in Paragraph 6.10.A is %und to be defect�ve, Contractor shal� promptly, without cost tn City and in accordance with City's wx-itten inst�uctions: 1. repair such de£ective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. saixs�actoz�Xy co�rrect or repair or remove and replace any damage to other Work, ta the woxk oi others or other land or areas resulting therefrom. B. If Cantractor does not pramptly cornply with the terms of City's �vriiten instructions, or in an emergency where delay wou�d cause serious �isk of loss or daxx�age, City rnay �ave the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, Iosses, and damages (including but not limited to all �ees and charges of engineers, architects, attorneys, and othex pzofesszonals and ali court ox athex dispute resolution costs} arising out of or relating to such carreciion or repair or such rEmoval and re�lac�m�nt (including but not limited to alI costs of repair or replacemeni of r�vark of oti�ers} vvill be paid by Contractor. C1TY OP FORT WORTl� STAi�TDARD COIYSTRilCI'ION SPECIFICATFON DOCUNIEIVT5 Ttevision: �'ebniaq�2, 2016 00 �2 00 - i GENERAL CONDITIONS Page 51 of 63 C. In special circumstances where a particular item of equipt�ent is placed in continuous service before Final Acceptance of all the Work, the correct�an period for that item may start to run Frorn an earlier date if so provicied in the Contract Documents. D. Where de%ctive Work (and damage to other Woxk. resul#ing therefrom} has been correct�d or removed az�d replaced under this Paragraph 13.47, the correction period hereunder with xespect to such Work may be required to be extended for an additional pez�od of oz�e year after the end of the initial correction period. City shall pravide 30 days written notice to Contractor should such additzonal warrar�ty coverage be required. Contractor may dispute this requirezxaer�t by filing a Contract Claim, �ursuant to Paragraph 1a.06. E. Contractor's obligations under this Paragraph 13.07 ar� in addition ta any ofher obligation ar r�varranty. Tk�e provisions of this Paragraph 13.07 shall not be construed as a subsiituie for, or a waiver o% tt�c provisions of any applicable statute of liznitaiion ar repose. 13.48 Acceptance of Defective Work If, instead o� requiring correction or removal and re�lacement af defec�i�ve Wor�, City pre�ers ta accept it, City may do so. Contractor shall pay all claims, costs, Josses, and damages (including but not limited to all fees and c�arges of engineers, arciutects, attorneys, and ofher pro�essionals and aii co�t or othex dispute resalu�ion costs} attributable to City's e�aluation of and detez-nraination to accept such defective Work and for the dzminzshed value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Ordex will be xssued incorporating tha necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appxopr'tate decrease in the Cantract Pric�, reflecting the dirninished value of Wor� so accepted. 13.04 City May Carrect Defective Work A. If Ca�ntractor fails within a reasonable rime after written notice from City to cox-reci defecti�e Work, or to remove and replace rejected Woxk as required by City in accordance with Paragra�h 13.06.A, ar if Contractor �ails ta perfonn the Work in accordance with the CQ�tract Documents, or i£ Contracior fails to comply with any other pro�rision of the Contsact Documents, City may, after seven {'7) days written notice to Contractor, cor.rect, or xemedy any such deficiency. B. In exercising ihe zzghts and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such carrecti�re or remedial action, City rnay exclude Contractor from all or part of the Site, take possesszan of all ar part of the Work and suspend Contractor's sezvzces related thereto, and incorporate in the Wark all ma�erials and equiprz�ent incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall aJ�ow City, City's representa�ves, ag�nts, consultants, emplayees, and Crty's ot�ex contractors, access to the Site to enable City to exercise the rigY�ts and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other pro%ssionals and all court or other dispute resolution Cl'�'Y OF FOR`T' 1�OI2`i'H STANDARDCONSTRUCTION 54�LC�CA,T[ON DOCiJMENTS 12evision: �n�y 2, 2016 ao�zao-i GENERAL CONDITIONS Page 52 of 63 costs) incurred or sustained by City in exerciszng the x-ights and xezxaedies under tl�is Paragraph 13.09 will be charged against Contractor, and a Change Order will be iss�ed incorporating the �ecessary revzsions in the Conlxact Documents with respect to the Work; and City shall be eniiiled ta an appropriate decrease in fhe Contxact Pz�ice. D. Contractor shall not be allowed an extension ai the Contract Time because oi any delay in the performance of the Work attributable to tize ex�rcise af City's rights and remedies unc�er this Paragraph 13.09. ARTXCLE 14 -- PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Vctlues The Schedule of Values for Iump sum contracts established as provided in Paragraph 2.07 will serve as ihe basis for progress payments and will be incoxporated into a�orcxa of Applicatzon fox Payment acceptable io City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractox is respor�sible for providing all infoz-xz�ation as requized to becorne a vendor of the Ciiy. 2. At least 20 days before the date estabZished in the General Requirements %r each progress payment, Contractor shall subrnit to City for revievv an Application for PaymenY filled out and signed by Contractor covering the Work compieted as of the date of the Application and accompanicd by such su�porting documentation as is required by the Contract Docurflents. 3. If payznent is requested on the basis of znater�als and equipment not incorparated in the Wark but delivered and suitably stored at the Site or ai another Xocation agreed to zn w�iting, the Application for Payment shall also be accompanied by a bilt of sale, invoice, or other documentation wazxanii�.g that City has received the materials and equipment free and clear of ail Liens and evidence that the materials and equipment a.re cavered by apprapz�ate insurance or oiher arrangernents to protect City's interest therein, all of which rnust be satisfactory to City. 4. Beginning with the second Application for Paymeni, each Application shall inciude an aiiidavit of Contractor stating that previous progress paymenfis recei�ed on account af the Work have been applied on account to discharge Contractor's Iegitirnate obligations associated with priox Applicat�o�s �or Payz�aent. S. The amaUnt of retainage with respect to progress payments will be as sti�ulated in the Contract Dacumenfs. C1TY OR FORT WORTl3 STANDARD CONSTRUCtiO1V SPEC�CATION DOCUMENTS Revision: Fe6m�cy 2, 2016 oo�zoo-i GENERAL CONDITIONS Page 53 of b3 B. Review of Applications: 1. City will, afier receipt of each Application �or Payment, either indicate in writrng a reco�aendat�on of payment or r�turn the ApplicaYion �o Contractor indzcatzng reasons for refusing payment. In the latter case, Coz�tractox may make the necessary corr�ctions and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of �ie execuied Work, and on City's review of ihe Application for Payrnent and tk�e accompanying data and schedul�s, that to the best of City's knowledge: a. the Work has progressed to The point indicated; b. the quality of the Work is generally in accordance with the Contract Documents {subject to an evaluation of tl�e Work as a functioning whole prior to or upan Final Acceptance, the results o� any subsequent tesis called for in the Ca�tract Docurnents, a�nal deterrnination of quantitres and classzfications for Work performed under Paragraph 9.05, and any ot�ier quali�ications stated in the recommendaiion). , , , , _. � a .., 3. rrocessing any such pdyineni wili iiot uiei`e�y �� ueczaAc�i io �xave i'e�i'�seii�eu uiai: a. insp�ctigns made to check the quality or the quantity of the Work as it has been perforxned ha�e been exhaustive, ext�nded to every aspect o� the Work in progress, or invoived detailed inspections of the Work beyond the responsibilities specificaily assigned fo City in t�e Contract Documents; or b. tlaere may not be other matters or issues between the parties that n�ight entztle Cantractor to be paid additionally by City ar entitle City to wztl�hold payment to Cantractor, or c. Contzactor has complied with Laws and Regulations applicable to Contractor's perFormance of the Work. 4. City may refuse to process tY�e whoie ar any part oi any payment because of subsequenily discovered evidence or t1�e results of subsequent inspections or tests, and revise ar revoke any such paym�nt �are�iousiy made, to such extent as may be necessary to protect City from loss beca�se: a. the Wor� zs defective, or the completed Work �as been damaged by the Cantractoz or his subcontractors, requiring correction or replacement; b. discrepancies in quantxties contained in previous appiicaiions for paytnent; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.�9; or Ci'I'Y OF FORT WORTH STANDARD COI�STAUCT[ON SPECIFICATION I7DCUMENTS Revision: Neb�uary2, 2016 00 72 00 -1 G�NERAL CONDI�IflNS Page 54 of 63 e. City has actua� �owledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts Iess than $400,000 at the time of execution, retainage shail be ten percent (10°10). 2. Fox cor�tracts greater than $400,000 at the tiza�e of execution, retaiz�age shail be five percent (5%). D. Liquidated Damages. For each cal�ndar day that any work shall remain uncompleted after the time specified in the Coniract Docuzx�.ents, the sum per day specified in the Agreement, will be deducted fro�n the monies due the Contractor, not as a penalty, but as liquidated darnages sufifered by th� City. E. Payment: Contractor will be paid pursuant to the requirernents of this Article 14 and payment will beco�e due zn accoxdance wzth the Contract Docnznents. F. Reduction in Payment: l. City may refuse to make payxnent of the a�mount requested because: a. L'ze�s have been filed in connectxon with the Woxk, e�cept w�exe Contxactox �as delivered a specific bond satisfactory to City to secure the satisiaction and discharge of such Liens; b. there are ather items entitiing City to a set-off against the amount recommended; ar c. City has actual knowledge of the occurr�nce of any of the events er�um�rated in Paragraphs I4.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refi.ases to make payzxze�t of the azxiount requested, Crty will gi�ve Cont�acio:r wr�itten notice stating the reasons for such action and pay Contractor any anlount remaining after deduction of the arnount sa withheld. City shall pay Contractor the arnount so withhe�d, or any adjustrnent thereto agreed to by City and Contractor, when Contractor remedies �ie reasons for such action. 14.03 Contractor's Warranty of �'itle Contractor warrants and guarantees that �itle to aIl Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of ail Liens. crTr o� �o�z�r woxrx STANDAFtD COI�TSTR[JCT`IOIV SPECIFICATIOI� DOCUMENTS Revision: �'ebn�aiy 2, 2016 00 �2 00 - i GENERAL CON�ITIONS Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Wark, City may use or occu�y any substanYially completed part of the Work which has specifically been identified in the Contract Docuznents, or whieh City, determtnes constitutes a sepaxately functioning and usable part oi the Work that can be used by City for its intended purpos� wiihout significant interFerence with ConTractox's performance of the remainder o� the Work. Czty at az�y tz�e nnay notify Contractor in writing to perniit City to use or occupy any such part of the Work which City detern�ines to be ready far its intended use, subject to the following conditions: 1. Contractor at any time rnay noti.fy City in writing that Contractor considers any such part of the Woxk ready �or its intended use. 2. Within a reasonable time after notificatian as enurnerated in Paragraph 14.OS.A.1, Czty and Cont�actor shall ma�ce an inspection of that part of tk�e Work to determine its stat�s oi completion. If City does not consider that part of the Wark to be substantially com�lete, City wilJ notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not canstitute Final Acceptance by City. 14.05 Finallnspection A. Upon written notice frorn Contractor that tb.e ez�tire Work is complete in accordance with the Contract Docuxx�ents: 1. within 10 days, City wiil schedule a Final Inspection wi�i Contractor. 2. City will notify Contractor in �vriting of aJ.l particu�axs in which this inspection reveals that the Work is incozxaplete ax defect�ve. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such def ciencies. B. No time charge will be made against the Contractoz- between said date of naiification oi the City and the date of Final �nspection. Should the City detern�ine that the Work is not ready for Final Inspection, City will notify the Contractor in w�riting of the reasons and Contract Time wili resurne. 14.06 Final Acceptance Upon completion by Cantractor to City's satisfaction, o� any additional Work ident�fied in the Final Inspection, City will issue to Contractor a letier of �'inal Acceptance. CiT'X Ok' F032T WORTH STANDAILD CQNSTI2UCTION SPECIF7CAT'[ON DQCUMSNTS Revision: F�ebmary2, 201b 00 72 00 - 1 GE�lERAL CONDiTIONS Page 56 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and irz the opinion of City, Contractor may make an a�plication for final paymeni following the procec�uxe fox progress payzx�ents in accordance with the Contract Documents. 2. Tk�e £�inal Application forr Payment shall be accompanied (except as previously delivered) by: a. all documentation called far in the Contraci Docuzx�.e�ts, i�cluc�ing but not limited to tYte evidence of insurance required i�y Paragrapn 5.03; b. consent of the surety, if any, to final payment; c. a Iist of aIl pending or released Damage Claims against City that Contractor believes are unsettled; and d. afFidavits oi payments and complete and legally effective releases or waavers (satisfactory to City) of all Lien rights arising out o� or Liens filed in connecrion with th� Work. B. Payment Becornes Due: 1. After Cit�+'s acceptance of Yhe Applica�ion for Payment ar�d accom�anying docvmentation, requested by Contractor, less previaus payments made and any suzx� City is entitled, including but not limiied to liquidated darnages, will become due and payable. 2. Aftez all Danaage Claizns have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolu�ion. 3. The zna�ing of the final pay�ent by the Czty shall not xelieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.0$ Final Carnpletion Delayed and Partial Retainage Release A. Ii fnal completion of the Work is significantly delayed, and if City so confirms, Ciiy may, upon recei�t of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due fo:r that portion of the Wark fully completed and accepted. If the remaining balance to be heid by City for Work not fuliy compleied or corrected is less tha� the retainage stipulated in Paragra�h 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, t.�e written conseni of tkze surety to the payznent of the balance due for that C1TY OR FORT WORTH STANDARD COIY3TRi7C'�'IO1V SPECIF[CATION DOCUMENTS Revision: Febm�uy 2, 2016 00 72 00 - 1 GENERAL GOND]TIONS Yage 57 of 63 portian of the Wark futly completed and accepted shall be subzxaztted by Con#ractor to City with the Application for such payment. Such payment shall be made under th� terms and conditions gove�ing £'inal payrnent, except that it shaIl not constitute a waiver of Contxact Clairns. B. Partial Retainage Release. For a Contract that provides fox a separate vegetative establishrr�ent and maintenance, amd test and perfarmance p�riods fol�awing the completion of alI otk�er constz-�iction in the Cantract Documents for all Work locations, the City zxzay z-elease a portion of the amount retained pro�vided that all other work is compleEed as determined by the City. Before the release, all submittals and final quantiiies must be completed and accepted foz ail otk�ex work. An amount sufficient to ensur� Contract compliance will be retained. 14.09 Waiver of Claim.s The acceptance a� final payment will consiitute a release of Yhe Crty from all clai.zxzs or izabilities under the Contract �or anything done or fiu-nished or relating to the work under the Contract Documents or any act or neglect of Ciiy related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERNIINATION i�.0i i iiy l✓Iciy auS�eriu vdurk A. At any time and without cause, City may suspend the Work or any portion thereo� by written notice to Contxactor and which may fix th� date on which Work will be resuxx�,ed. Contractor shall resume ti�e Work on the date so fxed. During temporary suspensian of ihe Work covered by these Contract Documents, for any reason, the City will make no extra payrnent for stand-by time of construction equipm�nt andlor construction crews. B. Should the Contractor not be able to complete a portion of the �raject due to causes beyond the contral of and wzthout the fauit or negligenc� of the Contractor, and should it be detezxnined by mutual cons�nt of the Contraetor and City t�a� a solution to allow construction to �roceed is not available within a reasonable period of time, Contractor may requ�st an extension in Contract Time, directly attributable to any such suspension. C. Tf it should became necessary to suspend i�ie Work fox an indefinite period, the Contractor shaIl store ail materials z� such a manner that they will noi obstruct or impede the public unnecessaz�ly nor becozx�e damaged in any way, and he shall take every precaution to pre�ent damage or deterioration of the work performed; he shall pro�ide suitable drainage about the work, and erect temporary str�zctures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning ihe necessary equipment to the job vvhen it is detez-mined by the City that construction may be resutned. Such reimburseznent shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement �may not be allowed if the equipment is moved to another construction project for th;e City. CTCY OP FORT WORTH STANT�AAD COI�TSTRUCTiON 5f'ECTFTCATTON laOCUMENT� Revision: Febnkuy 2, 2016 UO 72 p0 - 1 GEiVERAL CaNDITIONS Page 5 S of 63 15.02 City May Terminate for Cause A. The occuzx�ence of any one or more of the follo�rring evenis by way of example, but not of limitation, may justify termination �or cause: 1. Contractor's persistent failure to perform the Work in accordance with the Coniract Documents (including, but not Iimited to, failure io supply s�fficient skilled workers or suitable xnate�als or equipz�nent, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant ta Paragt'apk� 6.04, or failure to adhere to Yhe City's Business Diversity Enterprise Ordinance #20020-12-20I1estabiished under Paragxaph 6.06.D); 2. Contractor's disregard oiLaws or Regulations af ariy public body havzng jurisdictzon; 3. Cantraetor's repeated disregard of the anthority of City; or 4. Contractor's violation in any substanYial way of any provisions of the Contract Documents; or 5. Contractor's iailure to promptly make gooci any defect in materials oz' woxkmanship, or defects of any nature, the correction o� which has been directed in writ�ng by the City; or 6. Substantial indicataon that t�e Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit af any crediiar ox fox any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise �nancially unable to carry on the Wark saiisfactorily; or S. Contracior commences legal action in a caurt of competent jurisdiction against th� City. B. If one or more of the events identifed in Paragraph 15.02A. occur, City will provide writt�n notice to Cantractor and Surety to arrange a conference with Contractox az�d Surrety to address Contractor's failur� to perform the Work. Conference shatl be held not later than 15 days, after receipt of notice. 1. 7f the City, the Contractor, and ihe Surety do not agree to allow the Co�tracior to pxoceed to perform th� construction Contract, the City may, to the extent pennitted by Laws and Regaalaiions, declare a Contractor default and �ormally terminate the Cantractar's right to comp�ete the Co�tract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of con%rence to address Contractor's fazlure to perform the Worlc. 2. �f Co�t�actoz's se�ces are tezxxainated, Surrety skzall be obligated to take over and perform the Work. ff Surety does not cornmence performance thereo� witl�in �5 consecutive calendar days after date of an additional writien notice demanding Surety's perfarmance oi its CTI'Y OF FORT WORTH STANDARDCONSTRUCTION SPECIFICATIOIV DOCIIMENIS Revision: Febnti�¢y2, 2016 007200-I GENERAL GONDITIONS Page 59 of 63 ab�igations, then Crty, without process ar action a� law, xnay take over any portion oi the Work and complete it as described below. a. If City cozxap�etes the Work, City may exclude Contractor and Surety froxxa the site and take possession of the Work, and all materials az�d equipment incorporated into the Work stored at t1�e Site ox far which City has paid Contractor or Surety but which a.re stored elsewhere, and finish the Wark as City may deem expedient. Wheiher City or Surety completes the Work, Contractor shall not be entit�ed to recei�ve any further payzneni until the Work is �'inish�d. If the unpaid balance of th.e Cont�act Price exceeds all claims, costs, losses and datnages sustained by City arising out oi or resulting from com�leting the Wark, such excess will be paid to Contractor. If such clairns, costs, losses and damages exceed such unpaid balance, Contractor shail pay the difference to City. Such claims, costs, tosses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any z-�ghts or remedies under this Paragraph, City shall not be reqnired to obtain the lowest price for th� Work performed. 4. Nerth�r City, nor any of its respectiv� consultants, agents, officexs, directors or employees shall be in any way liable or accountable to Contractor or S�u-ety %r ihe rnethod by which the completion of the said Work, or any portion th�reof, may be accomplished ar far the pr�ce paid therefor. S. City, notwithstanding the method used in com�leting the Contract, shall not forfeit the z-ig�t to reco�er damages from Contractor or Surety far Contractor's failure to timely complete the entig� Contract. Contractor shall not be entitled to any claim on account of the mefhod used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contracior's and. Surety`s responsibilities as provided for in the bond requirernents of the Contract Documen�s ar any special guarantees provided fax under the Contract Documents or any other obliga�ions otberwise prescribed by Iaw. C. Notwithstanding Paragraphs 15.02,8, Contractor's servic�s will not be temunated if Contractor ]�egins within seven days o� receipt of notice of infent to tertninate to correct its failure to perfarm and proceeds diligently to cure such fazlure wxthin no more than 30 days of recei�t of said noYice. D. Where Contractor's services have been so terminated by City, the terminatzon will not afFect any rights or remedies of City against Contractor then existing or which may th�reafter accrue. Any retention or paytnent of zxaoneys due Contractor by City will not release Contractor frozxi liability. E. If a�d to the extent t1�at Contractor has provided a perfortr�ance bond under the provisions ai Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. C3'I'Y OF FORT WQRTH STANDARD CONSTRUCTION SPECTF'ICAx'ION I70CT_TMEI�ITS Revision: Febnkuy2, 2016 007200-1 GENERAL CONDiTIONS Page 60 af 63 15.03 City May Terrninate For Convenience A. City may, vc�ithout cause and without prejudice to any oth�r right or remedy o� City, ternlinate the Contraci. Any tezznination shall be effected by mailing a notice o� the termination io the Contractor speciiying the extent to which per�ormance o£ Wor� underr tbe contract is terminated, and the date upon which such t�rmination becomes efFective. Receipt of the notice sha�l be deenaed conclusively presumed and established vc�hen the leiter is �laced in the Unit�d States Postal Service Mail by the Ciiy. Further, zt shall be deemed concZusively presurned and estabiished that such terminaiion is made wiih just cause as therein stated; and no proof in any claa�a, demand or surt shaIl be required of t�ie City regarding such discretionary act�on. B. After receipt of a notice oi ternunation, and except as otherwise directed by the City, the Contractor shall: 1. Stop vc�ork under Y,he Contract on the date and to tI�e �xtent specifiec� in ihe no�ice of terrninatian; 2. place no iurther orders or subcontracts far matezaals, sezvices or facilities excepi as may be necessary for completion of such portion oi t�ie Work under the Contract as is not ternlinated; 3. terminate all arders anc� subcon�aracts to the extezzt that ihey relate to the perfarmance of the Work terminated by not�ce of tern�inaiion; 4. transfer title to the City and deliver in th� manner, at the iirnes, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, coznp�etec� Work, suppiies and other material produced as a part o% or acquired in connection with the performance of, tile Work terminated by the notice of lhe termination; and b. the completed, or partially completed plans, drawings, infozxx�ation and other property which, if the Conh-act had been completed, would have been required to be furnished to the City. 5. complete performance o� such Wox� as shall not have been tez-minated by the notice of terminatian; anc� 6. iake such action as may be necessary, or as the City may di�ect, for the protection and preservation of the prroperty related to its contrract which is in the possession of �ie Contractor and in which ihe owner has or may acquire the rest. C. At a time not later than 30 days after the termination date s�ecified in the notic� af terrnination, the Contractoz may subzx�t to the City a list, certified as to quantity and quality, of any or aIl items oi iermination inventory not previously disposed of, exclusive of items the disposztion of which has been directed or autharized by City. CITY OF FORT WORTH STANDARD CpNSTR�JCTION SPECIFICATCQN DOCT_TMENTS Revision: F+�hivazy2, 2016 0072DD-i GENERAL CO�IDIT[ONS Page 61 of 53 D. Not later than 15 days thcreafter, the City shall accept title ia such items provided, that the list submitt�d shall be subject to vez�fication by the City upon r�maval of the iterns or, ff the items are stoxed, within �5 days from the date of submission of the Iist, and any necessary adjustm�nts to correct the list as submitted, shall he made prior to final settlement. E. Not later than 60 days after the notice oi ternlination, the Co�tractor shall sub�xzii his termination claim to the City in t11e �orm and with the certification pzescribed by the City. Unless an extension is made in writing within such 60 day period by tl�e Contractor, and grarnted by the City, any and all such claims shall be conclusively deerned waived. F. In such case, Contractor shall be paid fox (wzthoui duplication oF any items): 1. compl�ted and acceptable Wor� executed in accordance wrth the Cantract Documents prior to the effective date o£ texmination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of tennination in perforrning services and furnishing labor, zxaate�ials, or equipment as required by the Contract Docuzxzents in connection w�th uncornpleted Work, plus �air and reasanable surns for overhead and profit on such expenses; and 3. reasonable expenses directly attributablc to termination. G. In the event o� the failure of the Contractor a�nd City to agree upon the whole amount to be paid to the Contractor by reason of the terrmination of the Work, th� City shall detettnine, on the basis of infoz-�xaatzon available to it, ihe amount, i� any, due to the Contractor by reason of the ternlina�ion and shall pay to the Contractox �he amounts deteni�ined. Contractar shall not be paid on account of Ioss of anticipated profits or revenue or other econamic loss arising out of or resulting from such terminaiion. ARTICLE 16 — DISPUTE RES4LUTION 16.01 Methods and Procedures A. Either City or Contractar r�ay requesf inediation of azzy Contract Claim submitted for a decision und�r Paragraph IO.Q6 be£oxe such decision becornes final and binding. The zequesi far mediation shall be submitted ta the other party to the Cantract. Timely subrmiss�on of the request shall stay t11e eifect of Paragraph 1Q.06.E. B. City and Contractor shall participate in: the mediatian process in good faith. The process shail be comrnenced within 60 days of iiling of the request. C. �� the Contract Claim is not resolved by mediatioz�, City's action under Paragra�ah 10.Q6.0 or a denial �ursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after tenx�ination of the media�or� unl�ss, within that time period, City or Contractor: CTI'Y OP FORT WORTH STANDARD CONSTRL`CTEDN SPECIF'TCATION DOCUMENTS Revision: Febnr<uy2, 2016 QO 72 00 - 1 GENERAL CONDITIONS Page b2 of 63 1. elects in writing to invoke any other dispute resolution pxocess provided fox in the Supplementary Conditions; or 2, agrees with the ot�er party to submit the Contract Claim to another dis�ute r�solution proc�ss; or 3. gives wriEten notice to the other party of th� int�nt to subrnit t11e Contract Claim to a court of competent ju�sdiction. ART�CLE li — M�SCELLANEOUS 17.01 Giving Notice A. Whenever any provision of t�e Contract Documer�ts requires th� giving oi written notice, it will be deemed to have been validiy given if: 1. delivered in person ta the individual or ta a member of the fiu� or to an officer of the corporation for whorn it is int�nd�d; or 2. de�iverred at orr sent by registered or cet�ified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly mad� in wri�ing to the other party. C. Whenever the Contract Documents specifies giving notice by electranic means such electronic notice sha11 be deemed sufficient npon confir�xzataon of receipt by the receiving party. 17.02 Com�utation of 7'imes When any pez�od of tirz�e is referred to in the Contract Documents by days, it wiIl be computed to exclude the first and include the last day of such period. 7f the last day of any such pezxod falls on a Saturday or Sunday or on a day made a legal holiday �ie next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations im�ose� by th�se General Conditions and the rights arid remedies avai�lable hereunder to the parties hereto are in addition to, ar�d are not to be construed in any way as a iimiiation of, any rights and remedies available ta any ar ali of them which are othe:rwise imposed or available by Laws or Regulations, by special warranfiy or guarantee, ar by other provisions of the Coniract Docur�x�ents. The provisions of tY�is Paragraph will be as effective as if re�eated specifically in the Cantract Documents in connection with each partacu�ar duty, obliga�ion, right, and remedy to whicn they a�ply. CI'I'Y O� FORT WORTH STANDARD CONSTRUCI70N SPL�CIFiCAT10N ll4CUMEI�lTS Revision: Febmazy2, 2016 oa 7� oo - i GENERAL GONDITIONS Page 53 nf 63 17.�4 Survival of Obligations All representatiorns, indemnifications, warranties, and guarantees amade in, required by, or given in accordance with the Contract Documents, as well as all cont�nuing obligations indicated in the Contract Docurnents, will survi�e f�nal payment, com�letion, and acceptance o� the Work or tertninatian or completion of the Contract or termination of the services af Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constrtut� parts of these General Canditians. CIPY OF F'OR`i"WOIt"� STANDARD COI�ISTiLUCTTON SPFCCF`ICAT[ON DOCUMF,NTS Revision: k'ebniary2, 2016 TO GENERAL CONDITIONS Page 1 of 5 SECTrON 00 i3 00 �UPPLEMENTARY CONDITION� 4 5 6 7 $ 9 10 11 12 13 14 15 �6 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 4l 42 43 44 45 46 47 Supplementary Conditions These Supplementary Conditions modify and supplement Section 00 72 00 - General Canditions, and other provisions of the Conixact Documents as indicated below. All provisions of the General Conditions that are naodifzed or supplemented remain in full force and effect as so modi�ed or supplemented. All provisions oftbe General Conditions which are not so modi�ecE or supplernented remain in full force and eifect. Defined Terms The terms used in these Supplementary Conditions which are de�ned in the General Conditions have the meaning assigned to them in the General Conditions, unless specifically noted herein. Modifications and Sapplements The following are insiructions that modify or supplement specific paragraphs in the Generai Conditions and othez- Coniiract Docuanents. SC-3.43B.2, °GResolving Discrepancies" Plans govern over S�eci�cations. SC-4.01 A �aseme�t li�its shown on the Drawing are approximate and were provided to establish a basis for bidding. Upon receiving tha final easements descriptio�s, Contxactoz shaIl con �pare theax� to the lines shown on the Conlract Drawings. SC-4.01A.1., "Availability of Lands" The foIlowing is a list of known outstar�ding right-af way, and/or easements ta be acquired, if any as of March 1, 2021: Ouistanding Right-Of-Way, and/or Easements to Be Acquired PARCEL OWNER N [ ]IViBER NONE 007300-1 SIJPPLEMENTARY CflNDITIOi�IS TARGET DA'I'E OF POSSESSION The Gontractor understands and agrees that the dates listed abo�e are estiux�ates anly, are not guaranteed, and do not biu�d the City. If Contractor considers th� tinal �asements provided to dif�er materially from the representations on the Contract Drawings, Coniractor shall within five (5) Busirtess Days and before proceeding with the Work, notify City in wr�iting associated with the differzr�g easannent liz�e locations. SG�.OIA.2, "Availability of Lands" Uti�ities or obstructians io be removed, adjnsted, and/or relocated CITY OF FORT WORTH STAI�3I]AT2_B CONSTRUCTION SPECIFICATI[7N DQCUMENTS 2021 BI2i1aGE �HA,BILITATIOI�i CONTRACT 2 City Project No. 103097 aa �3 00 - z SLIPPI,F..NfENTAAY CONDITIONS Page 2 of 5 1 2 3 4 The foIlowit�g is list ofutilities and/or abshvctians that ha�e not bean removed, adjusted, and/ar relocated as of March 1, 2021 EXPECTED UTILITY AND LOCATION OWNER TARGET DA'I'E OF ADJUS"I'MENT NONE 5 6 7 8 9 10 ]1 ]2 l3 14 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not hind the City. SC-�4.02A., "Subsurface and Physical Conditiox�s" The folla�s�ving are reports of explorations and tests of subsurface conditions a� the site of the Work: A"None" Aeport No. �� datad , prepared by "None", a sub-consultant ai "None" a consultant of the City, providing additional information on "None" 15 The follovving are drawings af physical conditions in or relating to existing suz�ace and subsurface lfi structures (except Undergz�ound Facilities) which are at ar contiguaus to the site of the Work: 17 "None" 18 19 20 21 22 23 24 25 26 27 28 24 3� 31 32 33 3� 35 36 37 38 39 A0 41 42 43 44 45 �6 �7 SG4AfiA., "Hazardous E�nviroamental Conditions at Sife" The following are reporis and drawings of existing hazardous en�ironmental conditions known ta the City: "None" SC-5.03A., "Certi�cates of Insurance" The entities lisYed below are "additional insureds as tiieir interest may appear" including theix respective off'icers, directors, agents and employees. (1) City (2) Consultant "Noz�e" (3) Other: "No�e" SC-S.Q4A., "Contractor's Insurance" The limits af liability %r tlie insurance required by Paragraph GC-5.04 shall provide the following co�erages for not less than the following amounts or greater where required by laws and regulations: 5.a�A. Workers' Compensation, under Paragraph GC-5.04A. Statutory limits Exz�ployer's liability $100,000 each accident/occurrence $ l OQ,000 Disease - each employee �saa,000 Disease - policy limit SC-S.U�{B., "Cantractor's Insurance" CITY OF FORT WORTH STAi�!{]ARD CONSTRUCTTON SPECIFICA�ION DOCUMENTS 2021 BR1DGTi TZLHABILTTATION CONTRACI' 2 City Project No. 103097 0073Q0-3 SUPPLEMENTI�RY CONi7ITIONS Paga 3 of 5 1 2 3 4 5 6 7 S 9 10 11 12 13 14 l5 16 17 18 19 2Q 21 22 23 24 25 26 z� Zs 29 30 31 32 33 34 35 3b 37 38 39 40 41 �2 43 44 45 46 4'7 48 49 50 51 52 53 54 55 5.048. Commercial General Liability, under Paragraph GG5.04B. Contractor's Liability Insurance under Paragraph GC-5.04B., which shall be on a per project basis covering ihe Contractor with minimum ]imits of: $1,000,000 each occurrence $2,000,000 aggregate Iimit The policy must have an endorsement (Amendinent — Aggregate Limits o� Insurance} r�aking the General Aggregate Lirnits apply separately to each job site. The Commercial General Liabrlity Insurance poIicies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Rernarks ArticIe of the Certificate of Insurance. SC 5.04C., "Contracfor's Insurance" 5.04C. Automobile T.iabiIity, under Paragraph GC-5.04C. Contractor's Liability Insurance ut�der Paragraph GC-S.OQ�C., which shalI be in an amount nat less than the folIowing amounts: (i) A�rtomobile Liability - a commercial business policy shall provide coverage on "Any A�to", defined as autos owned, hired and non-ovvned. $1,000,000 each accident on a combined single limit basis. SpIit limi#s are acceptabie if limits are at ieast: $250,000 Bodily Injury per person / $500,000 Bodily Injury per accidenti I $100,000 Properry Damage SC-5.04D., "Contractor's Insurance" The Contractor's construction activities will require its empEoyees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks `None" The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a"Right of Entry Agreernent" with the particnlar railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each rai�oad company and be prapared to execute the right-of-entry (if any) required by a railroad company. The requirements specified herein Iikewise relate to the Contractor's use of private andlor construction access roads crossing said rai�road company's praperties. The Contractua� Liability coverage required by Paragraph 5.04D of the General Conditions shaIl provide coverage for not Iess than the following amounts, issued by companies saiisfacEory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch r•ailroad �roperty: (1) General Aggregate: (2} Each Occurrence: Required for this Cantxact N/A N/A X Not required far this Contract With respect to the above outlined insurance requixexnants, the following shall govern: With respect to the above outlined insurance requirements, the following shaIl govern: CITY OF FpRT WORTH STANI7ART] CONSTRLTCTTOIs SPECIFICATION I7QC[IMENTS 2021 BRIC7GE RE�TABILTI'ATION CONTKAC�' 2 CityProjectNo. T03097 00 73 00 - 4 SiIYPLEMENTARY CONDITIONS Yage 4 of 5 1 2 3 4 5 6 7 8 4 10 11 12 13 14 15 16 17 18 19 20 2i 22 23 24 2S 26 27 28 29 3p 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 so 51 52 53 54 SS 1. Where a single railroad company is it�voIved, the Contractor shall provide one insurance policy in the name of fhe railraad company. However, if more than one grade separation or aY-grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate co�erage may be required, each in the amount stated above. 2. Where more than one zailroad company is operating on the same right-af-way ar where several railroad companies are �nvolvad and operated on the�r own separate rights-of-way, the Contractor may be requi�ed to provic�e separate insurance policies in the name of each railroad company. 3. If, in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a rai�road campany's right-of-way at a location enti�ely separate from the grade se�aration or at- grade cxassing, insurance coverage for this vvork must be included in the policy co�ering the grade separation. 4. If no grade separation is involved but other work is proposed on a z'ailxoad company's right-of- way, all such other work may be cavered in a singie policy for that rai�road, even though th� work tx�ay be at Cwo or more separate locatrons. No work or activities an a railroad company's properey to be performed by the Contractor shall be comzx�enced until Che Contractor has furnished the City with an original policy or policzes of th� insurance for each railroad company named, as required above. All such insurance must be approved by the Ciry and each affecteci Railroad Company prior to the Contractar's beginning work. The insurance specified abave mus# be carried until all Woz'k to be perfo�'med on the railroad right-of-way has been completed and ihe grade crossing, if any, is no longer used by the Conlractor. In addition, insurance must be carried during ail maintenance and/or repair work p�rformed in the railroad right-of-way. Such insurance must name the railroad compazry as the insur�d, together with any tenant ar lessee of the raiiroad campany aperating o�er #�racks in�olved in the Project. SC-b.04., "Project Schedule" Project schedule shaIl be tier 3 far the project. SC-b.07., G6Wage Rates" Tl�e following is the prevailing wage raYe Yabl�{s) applicable to this project and is pz'ovided in the Appet�dixes; GC 6.07: 2�13 Prevailing Wage Rates {Hea�y and %Iighway Construction Project) SC-6.09., "�ermits and Utilities" SG6.09A., "Con�ractor obtained permits anc3 licenses" The %llowing are known permiYs andlor licenses required by the Cazttract ta be acquired by the Contractor: Fort Worth City Street use Permit SC-6.09B. i4City obtained perrnits and licenses" The following are known permits and/or licenses requirad by the Conh-act to be acquired by #he City: "None" SC-6.Q4C. "Outstanding permits and licenses" The fallowing is a list of icnown outstanding permits andlor licenses to be acquired, if any as of March l, 2021: Outstanding Permits and/or I.icenses ta Be Acquired CITY OF FORT W012TH ST'ANT7ARD CONSTRUCTION SPECIFICATION DOCLIMF�Ti'S 202I BRIDGE REHABiLT 1'ATTON CONTRACT 2 City Praject No. 143097 00 7� oo - s SUPPLEMEI+ITARY CONTJITIOI�iS Page 5 of 5 1 2 3 4 5 b 7 8 9 10 11 12 I3 14 15 16 17 18 I9 20 21 22 23 24 25 2{ 27 28 OWNER "None" SC-7.42., "Coordination" PERMIT OR LICENSE AND LOCATION TARGET DATE OF P055ES�ION The individuals or entities lrsted belovr have contracts with the Ciry far the performance of other work at the Site: `None" Vendor �co e of Work Coordination Authorit None Nane None SC-8.01, "Communications to Confractor" None SC-9.01., "C'rty's Project Manager" The City's Project Manager for this Contxact is TariquI Islaax� or his successor pursuant to written noti�catio�t from the Director of Transpartation and PubIic Works SC-]3.03C., "Tests and Ynspections" "Nona" SC-16.Q1C.1, "Methods and Procedures" "None" END OF SECTION ReWision Log DATE NAME SUMMARY OF CHANG� 1/22/2016 F. Griffin SC-9.�1., °City's Project Represeniati�e" wording changed to City's Projec# Manager. CITX OF FORT WORTH STAIVDAR.D CONSTRUCTION SPLCIPICATION DOCi.]MENTS 2021 BRIDGF. REHABILITATION CON1'RACT 2 City Project No. ] 03097 o�iioo-i SUMMARY OP WORK Page 1 of 3 0 7 8 9 10 11 12 13 14 z 2 3 PART l. - GENERAL 4 l.,l. SUMMAAY 5 A. Section Includes: SECTION 01 1100 SUMMARY OF WORK i. Summary of Work to be pei%rmed in accordance with the Contract Documents B. Deviations from this Ciry of Fort Worth Standard Speci�'ication !, M��ILl��1TJ01�1 r1 �L� D�[�BIL1�11"F'IC}� ��i.�1L BL .SLfi�SfI�L4R1' Z'C� '['FiiS 1'[�C}.lk�,('"]' I'+�Y E-!'1:��5, �'Ca 5�F'�1��1�'I'E �'�11'_ f�C�k C`��'N�C'�''1' b�]�.L E3E ��rL{]F �(_1a2 �i�=kRL�.:l�,IS'�-i(_il�J I��YC� f�Ei1+i+�B�LE�r�`�'lL�N I�T�C1��2 []:�l� i._(�C'11��-��.�$� �I'�} AfVcx-��[�.F;R f� hIC3�:1�� 'Ps7{_;R1;.5�5 ��f� T'�i2FOR[��Tl��i� �`l��L w��_ ��r��i��3�r_�r;��i�� }��+ r�'R;�� ri��,�. f�r•.��:�r�� i�c�r� ��;��F��v,��r�rk, c�� w��r� ��r.•.c��rc�a�._�_�r E;.��ri�i,�� r��-R�:c�c��:��c��• ��xc-�.��E�-.�v�i�� (�� Ati �tF:�l.ifitl:�;f). E3Y' ��I IC�: (�'P�i'Y, 15 C. Related Specification Sections include, but aze not necassarily linruted to: 16 1. Division 0- Bidding Requirernents, Contract Farms, and Conditions of the Contract I7 2. Division 1- General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES i9 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various items brd. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCE� [NOT USED] 23 1.�1 ADMINI5TRATIVE REQUIREMENTS 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 A. Wark Covered by Contract Docurnenis 1. Work is ta include furnishing aIl labor, materials, and equ�pment, and performiflg all Work necessaty for this construction project as detailed in the Drawings and Specifications. S. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Dacuments in which no specific iiem for bid has been provided far in the Proposal and the item is not a typical uniC bid item inciuded on the standard bid item list, then the item shall b� conszdered as a subsidiary item of Work, ihe cosC of which shall be included in the price bid in the ProposaI far various bid itezns. 2. M4BILIZATION AND DEMDBILIZAT�ON SHALL NOT BE �AID DZRECTIaY SUT' SHAi,L BE CONSIDERED SUBSIDTARY TO THE MA�OR ITEMS Q�' WORK. NO PAYMENT WILL BE MADE FOR MOBII.IZATION AND DEMIBILIZATION FROM ONE LOCATION TO ANOTHER IN NORMAL PROGRESS OF PERFORMING THE WORK. CTI'Y OF ['ORT WORTH STANDAAD COiN3'['RUC'I'IO�T SPECTFiCA'['ION DOCUMENTS Revised Dacem6er 20, 2012 2021 BRIDGE REHABILTI'ATION CONTRACT 2 City Project No.103D97 oi i i oo - 2 SUMMAI2'Y OP WOI2K Page 2 of 3 1 C. Use of Premises 2 L Coordinate uses of premises under dizectian af the City. 3 2. Assume full responsibiliry fax protectian and safekeeping of materials and 4 equipment stored on the Site. 5 3. Use and occupy only portions of the pubiic streets and alleys, or other publzc places 6 oz oiher rights-of way as provided for in the ordinances of tlae City, as shovvn in the 7 Contract Documents, or as may be specifically authoriz�d in writing by the City. 8 a. A reasonable amount of tools, materzals, and equipment for construction 4 purposes may be stozed in such space, but no more than is necessary to avoid 10 delay in the construction operations. 11 b. Excavated and waste materials sha�l be stored in such a way as not to intez�ere 12 with tk�e use of spaces that may be designated to be left free an.d ux�obstructed 13 az�d so as not to inconvenience occupants of adjaceni pzoperty. 14 c. If the street is occupied by railroad tracks, the Work shaJ.l b� carried on in such 15 manner as not to interfere with the operation of t�ae zailroad. 16 1} All Work shall be in accordance with railzaad requirements set forth in 17 Division 0 as well as the railxoad pezmit, ] 8 ll. Work within Easements 19 ]. Do not enter upon pzivate property for any purpose without ha�ing previously 2D obtained pernusszo� fzom the ovvner of such property. 21 2. Do not siore equipment or material on private praperry unless and uz�til the 22 speci�ed approval of the property owner has be�n secured in writing by the 23 Contractor and a copy furnished to the City. 24 3. Unless specifically pravided othezwzse, clear all rights-of-way or easements of 25 obstructions wk�ich must be removed to make possible proper prosecution of the 2f Work as a part o� the project construction operations. 27 4. Presezve and use every precaution to prevent damage to, all tre�s, shzubbery, plants, 28 lawns, fences, culverts, curbing, and all other types of structures or improvements, 29 to all vvater, sewer, and gas lines, to all conduits, overhead pole lines, or 30 appurtenances thereof, including the construction of temporary fences and to all 31 other public or private property adjacent to the Work. 32 5. Notify the proper repr�ser�tatives af the owners or occupa�ts of the public or private 33 lands o� interest in lands which might be affected by the Wozk. 34 a. Such notrce shall be made at Ieast 48 hours in advance of the beginning of the 35 Work. 36 b, Notices s�all be applicable to botf� public and private utility companies and any 37 corporation, company, individual, or other, either as awners or occupants, 38 whose land or interest in land z�uight be affected by the Work. 39 c. Be respansible For all daznage or injr�ry to property of any character resulting 40 from any act, oz�r�issian, neglect, or misconduct in the manner or meChod or 41 ex�cution of the Work, or at any time due to defectiee work, �x�atezial, or 42 �43 �44 45 equipment. 6. Fence a. Resiore all fences encountered and reznoved during construction of the Project to the original ar a better than oz�iginal condiYion. CTTY QF RORT WORTH STAI�S17ATtD CONSTRUCTION SPECIRICATION DOCUMEi�TTS Revised December 20, 2DI2 2021 SKIDGL' 32EHAB7LTTATION COIdTRACT 2 City ProjecE Nu.i03097 1 2 3 4 S 6 7 8 OIriOD-3 SUMMARX OP'WORT� Page 3 of 3 b. �reci temporary fencing in place of the fencing removed whenever the Work is not in progress and wk�en the site is vacated overnight, and/or at all times to �rovide site seeurity. c. The cosi for all fence wort� wit�in easements, including removal, temporary closures and replacement, shall be subsid'zary to the various iCems bid in the project �raposal, unless a bid item zs speci�ically pzovid�d in the proposal. 1.5 ,SUBMZTTALS [NOT USED� 1.6 ACTION SUBMITTALS/INFORMATTONAL SUBM�TTALS [NOT USED] 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL ,SUBMITTALS [NOT USED] I 1 1.9 QUALITY ASSURA.NCE [NOT USED] 12 1.10 D�LIVERY, STORAGE, AND HANDLING [NOT USED] 13 111 FIELD [SITE] CONDITIONS [NOT USED] I4 1.1� WARRANTY [NOT USED] 15 PART 2- PRODUCTS LNOT USED] 16 PART 3� EXECUTION [NOT USED] 17 18 19 END OF SECTION Revision I.,og DATE NAME SUMMARY OF CHANG� C1TY OF FQRT WDRTH STAN17Aft17 CONSTRUCTION SP�CIFTCA`tTON IJOCi7ME1VTS Revised December 20, 2012 2021 I3IiIT�GE REHAI3TLTT'AT'TO1V COI�iTRACT 2 City Project No.103097 012500-] SUf3S"I'i'I3JTIQN PROCEDUTt�S Page ] of 4 1 2 3 PARTl- G�NERAL 4 11 SUMMARY SECTION Oi 25 00 SUBSTITUTION PROCEDUR�S 5 A. Section Includes: b 1. The procedure for requesting the approval of substitution of a produci that is not 7 equivalent to a product which is specified by descriptive or perforxnance criteria ar S de�ned by reference to 1 or more af the following: 9 a. Name of manufacturer 10 b. Na�ne of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions axc not "oz-equals". 14 B. Deviations from this City of Fort Worth Standard Specification 1 S 1. Ncne. 16 C. Relate� Specificatian Sections include, but are not necessarily liz�aited to: i7 l. Division 0— BidcEing Requirements, Contract Forms and Canditians of the Contract 18 2. Division 1— General Requirements 19 l.2 PRTCE AND PAYMENT PROCEDUIRES 20 A. Measurement and Payxne�at 21 1. Woxk associated with this Item is considered subsidiary to the vazious items bid. 22 No separate payment will be aIlowed for this It��. 23 1.3 REFERENCES [NOT U�SED] 24 1.A� ADMIN�STRATIVE REQUIREMENTS 25 26 27 28 29 30 31 32 33 34 35 36 37 38 34 4(} A. Request for 5ubstitution - Ganeral 1. Within 30 days after awazd of Contract (unless noted otherwise), the City will consider forznal z�equests from Contractor for substitution of products in place of those specified. 2. Certain rypes of equipment and kinds of material are described in Specifications by means of references to names of manufactwr�zs and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is nor intended to exclude from consideration other products bearing oYher manufacturer's or vendar's names, trade names, or catalog numbers, provided said products are "or-equals," as determined by City. 3. Othez types of equigment and kinds of material may be acceptable substitutions under the following conditions: a. Or-equals are unavailable due to st�ike, discontinued producY�on of products meeting specified requirements, or other factors beyond control of Contractor; or, CTTX OF FpRT WpRTH 2O21 Bi2IDGE REHABILITAITQ�I CONTRACT 2 STANBARD CO1VS`ITtUC"�'ION SPECIFiClAT10N DOCUM�NTS City Project I�ia. 103097 Revised July 1, 2011 ai2soo-z SUBSTTTUTTpN PIROCEDURES 1'age 2 vf 4 z b. Contractor proposes a cost andlor time reductaon incentive to the City. 2 1.5 SUBMITTAL� 3 A. See Request for Substitution �'orzn (aitached) 4 B. Procedure %r Requ�sting Substituiion 5 �. Substitution s�all be considezed only: 6 a. After award of Co�tract 7 b. Under the conditions stated herein 8 9 IQ 11 12 13 14 zs 16 17 18 14 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 aa �1 42 2. Submit 3 copies of each written request for substitutio�, incTuding: a. Documentation I) Complete data substantiating compIiance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For pz�oducts 1) Product identification a) Manufacturer's name b} Telephone number and representative contact na�ne c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance of proposed prodnct with Contract Documents 3) ICemized compazison of original and proposed product addressing product claaracteristics including, but not necessaz�i�y liz�ted to: a) Size b) Composition or materials of construction c) Weight d) ElectricaI or mechanical requirements 4) Proc�uct experience a) Location of past projects utiIizing product b) Name and telephone number of persons associated with referenced projects k�owledgeable cancerning proposec� product c} Available field data and reports associated with proposed product 5) 5amples a) Provide at request of City. b) Sarnples become [he property of the CiEy. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection I. Written approval or zejection of substitution giv��a by the City 43 2. City reserves the right to require praposed praduct to comply wiih color and pattert� 44 flf specified proc�uci if necessary ta secure design intent. 45 3. In the event the substitution is approved, the resniting cast and/or iime reduction 46 wiIl be docurnented by Change Order in accordance with the General Conditions. CTTY OF FORT WORTH 2p21 BRIDGE REFIABILITAITON CO�i'I'I2ACT 2 3TAI�DAI2D CONSTRUCFIOPf SPECTFICATTON 170CCIMEIVTS City Pmject No. 103097 Revised ]uly 1, 20I1 Ol25QO-3 ST3BSTITUTIOIV PROCEllURES Page 3 of 4 7 2 3 4 5 6 7 8 9 1.6 4. No additional contract ti�ne will be given for substitution. 5. ,Substitution will be rejected if: a. Submittal is not through the Contractor wiik� k�is siamp of approval b. Request is not made in accordance with this Speci�ication ,Section c. In the City's opinion, acceptance will require substantiai revision of the original design d. In ilae City's opinion, subsTitution will not perform adequately the function consistent with the design rntent ACT�ON SUBMITTALS/INFORMATIONAL SUSMITTALS [NOT USED] 10 1.'� CLOSEOUT SUBMITTALS [NOT U�FD] 11 1.8 MAXNTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1..9 QUALITY ASSURANCE 13 14 15 16 17 18 19 20 21 22 23 24 A. In making request �or substiiutior� or in using an approved product, Ehe Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perfarm function ior which it zs intended 2. Will provide same guarantee for substituEe item as fox pxoduct specified 3. Will caordinate installation of accepted subsiitution into Worl�, to include building rr�odifications if necessary, ma�ng such changes �s may be required for Work to be complete in alJ. z�spects 4. Waives all clairns for additional costs related to substitution which subsequenily az�zse 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 25 1.11 FIELD [SITE� C�NDITIONS [N�T USED] 26 1.I� WARRANTY [NOT USED] 27 PART 2- PRODUCTS [NOT USED] 28 PART 3- EXECUTION [NOT USED] 29 30 END OF SECTION Revision Log DATE NAME SUMMARY �F CHANGE 31 CTTY OF FORT WORTH 2O21 BTZTTIGE ItEHABILTTAFI'QN CON'i'EtACT 2 STANDARD CQI�STR[JCT'ION SPECIF�CATIQN DOCUMENTS City Project No. 103D97 Revised July l, 2011 012500-4 STJBSTi1'UTTON P120CEDU1tE5 Page 4 of 4 1 2 3 � 5 6 7 S 9 1Q 11 12 13 i4 15 16 17 18 1.9 2� 21 22 23 24 25 2b 27 28 29 30 31 32 33 34 35 36 37 38 39 �D 41 42 43 44 45 46 47 48 49 �XHIBXT A REQUEST FOR SUBSTITUTIQN FORM: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPEC]F]ED ITEM Proposed Substitutian: Reason For Substitution: Include comp�ete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fii� in Blanks Below: A. Will the undersigned contractor pay for cha�ges to the building design, including engineering and detaiting costs caused by the requested substitution? B. WhaE effect does substitut�on have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delrvery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (expIain an attachment) The undersigned StaYes thai the func�ion, ap�earance and q�ality are equivalent or superiar to the specified item. Submitted By: For Use by City Signature as noted Firm Address Date Telephone For Use by City: Approved City Recommended Recommended Not recommended Received Iate By Date Remarks Date CTTY OF PORT WORTH STANDARD CONSTRUCTION SPECIPICATION DOCUMBNPS Revised Suly 1, 201! Rej ected 2021 BTtT17GL L2E�TABTT,ITAI'TON CONTRACT 2 City Project No. 103097 013119-1 PRECONSTRUCTIOI�i MEETING Pagc I of 3 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01. 3l 19 PREC�NSTRUCTION MEETING 5 A. Section IncIudes: 6 1. Provisions �or Che preconstz�uction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from il�is City of Fort Worth Standarcf Specification 9 1. None. 10 11 12 13 1,� 14 15 16 C. Related Specifzcation Sections include, but are not necessariiy limited to: 1. Division 0— Bidding Requirements, Contract Forms and Canditions of the Contract 2. Division 1— General Requirements PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Wark associated with this Zt�m is considered subsidiary to the various items bid. No sepaxate payment will be allovcred for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRAT�VE REQUYRtiMENTS 19 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontracEors anci suppliers attending meetings 22 shall be qualified and autharized to act on behalf of the entity each represents. 23 3. Meeting adminisiered by City may be tape recorded. 2A a. If recorded, tapes will be used to prepare minutes and retained by City fox 25 future reference. 26 B. Preconstruction Meeting 27 I. A preconstruction meeting will be held within 14 days after the execution of t�e 28 Agreement and before Work is started. 29 a. The meeting wiil be scheduJ.ed and administered by the Ciry. 30 2. The Project Representaizve will preside at the meeting, prepare the notes af the 3] meetang and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning o� Che meetzng. 33 3. Attendance shall include: 34 a. 1'roject Representative 35 b. Contractor's project manager 3b c. Contractor's superintendent 37 d. Any subcontractor or supplier repz�esez�tatives whom the Contractor may desire 38 to invite or the City znay request C1TY OF FORT WOA`I'H 2O21 BR]DGE REHABIF,iTA'I'lON CONTiZACl' 2 ST'ANDARD CONSTRUCT[ON SPEC1FiCATION 170C�[JME�T'I'S City ProjecE AIo. 103097 Revised August 17, 2012 013119-2 PRLCONSTRUCTION MEETING Page2of3 e. Other City representatives f. Others as appropriate 4. ConstrucEion Schedule a. Prepare baseline construction schedule in accordance vvith Section 01 32 16 and provide at Preconstruction Meeting. b. City will notify Contractor of any sched�Ie changes upon Notice of Preconstruction Meeting. 5. Preliminary Agenda may include: a. �ntroduction of Project Personnel b. General Description of Project c. Status of right-of-way, utilzty ciearances, easex►�ex�ts or othex pertinent permits d. Contractor's work pIan and schedule e. Cantract Time f. Notice to Proceed g. Constrnciion Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Fie�d Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of 1're-Canstruction Conditions q. Weekend Work No�ifieation r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Stoz�no Waier �olluiion Pzeventaon Plan w. Coordix�ai�o� witk� oihez Cozztxactozs x. �arly Warning System �. Contractor Evaluation z. Special Conditions applicable to t�e project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspandence 1ZouCing ee. Record Drawings ff. Temporary construction �acilities gg. M/WBE or MBE/SBE procecEures hh. Fi�aJ Acceptar�ce ii. Final Payznent jj. Questions or Comments 1 2 3 4 5 6 7 8 9 10 11 12 13 14 rs 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3� 32 33 34 35 36 37 38 39 40 4I 42 �3 �4 45 C1TY OF FORT WORTH S"I't#NDAI2D CONS'�'I2UC`�'IOI�I SPEGIFTCATIQN DOCUMENTS Revised August 17, 2D12 2021 BRIDGE REHAIIILI'I'ATION CONTRACT 2 City Project No. 103097 O131 ]4-3 PRECONSTRUCTTON MEETING Page 3 of 3 1 1.5 SUI3MXTlALS [NOT USEDI 2 l.6 ACTION SLTBMITTALS/INFORMATIONAL 5LIBMITTAL,S [N�T USED] 3 1.7 CLOSEOUT SUBMITTALS INOT USED] 4 1.8 MAINTENANC� MATERIAL SUEMITTALS INOT USED] 5 1.9 QUALITY ASSUI2.ANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDZTYON�S [N�T iTSED] 8 1.1� WARAANTY [N�T USED] 9 PART 2- PRODUCTS �NOT USED] l0 PART 3- EXECUTTQN [NOT USED] I1 X2 END OF SECTION Revisian Log DAT� NAME SUMMARY OF CHANGE 13 CITY OF F+ORT WORTH 2O21 BRIDGE RSHABILITATION CON1'KAC`I' 2 STA1VTaARD CONSTRUCTION SPECIFICA'I'ION DOCiTMENTS City PrajecC No. 103097 Revised August 17, 2012 013120-1 PI20JECT IvIEETiNGS Page 1 of 3 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION a13120 FRO�ECT MEETINGS 5 A. Section Includes: 6 1. Provisions foz pzoj�ct meetings Chroughout Che construction period to enable orderly 7 review of the progress of the Work and to provide For systematic discussion ai 8 potential p�roblezns 9 B. Deviations this City of Fort Worth Siandard Speci,fication J.0 l. None. li i2 13 14 1..2 15 16 17 18 1.3 C. Related Specification Secttons incTude, but aze not necessarily limzted io: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements PRYC� AND PAYMENT PROCEDLTR�S A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. REFERENCE� [NOT USED] _ ] 9 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coozdznatioz� 21 1. Schedule, attend and administer as specified, periadic progress meeYings, and 22 specially called meetings throughaut progress of the Work. 23 2. Representatives of Contractor, subcontractors and suppliers attending meetings 24 shall be qualified and authorized ta act on behalf af the entity each represents. 25 3. Meetings administered by City may be tape recorded. 26 a. If recorded, tapes will be used to prepare minutes and retained by City %r 27 iuCure reference. Z8 4. Meetings, in addztion to thos� specified zn tk�zs Section, zniay be held wher� requesEed 24 by the Ciry, Engine�z or Contzactor. 30 �. Pre-Consttruuction Neighbozhood Meeiing 31 1. After the execution of the Agreement, but before construction is allowed to begin, 32 attend 1 1�ublic Meeting with affected residents to: 33 a. Present projected schedu�e, including constrnction start date 34 b. Answer any canstruc�ion related questions 35 2. Meeting Location 36 a. Locatian of ineeting to be determined by the City. 37 3. Attendees 38 a. Contractor ciT� ax �oxT wox�rx zoz� ��x�� z��z.z�rr��rroa� coNxxacr a STANDARD CONSTRUCTION SPEC1FiCATION DOCUMENTS City Project No. ] 03�97 Revised 7u2y f, 201I oi si zo-z PROJF,C1' M�k,3]NGS Page 2 of 3 1 b. Project Representatzve 2 c. �tiaer City representatives 3 4, Meeting Schedule 4 a, Tn general, the neighborhood meeting will occur wiEhin the 2 weeks follawing 5 the pre-construction conference. 6 b. In no case will construc�ion be a.11ow�d io begin uniil this meeting is held. 7 C. Progress Meetings 8 1. Formal pxoject coordznatian meetings will be held periodically. Meetings will be 9 scheduled �nd adtninistered by Project Representat�ve. i0 11 12 13 14 15 16 ]7 18 19 zo 2I 22 23 24 25 26 27 28 29 30 3l 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 �8 3 � 5 2. Additional progress meetings to discuss specific topics wiil be conducted on an as- needed basis. Such additiana] meetings shall include, but not be limi�ed to: a. Coordinating shutdowns b. Installation of piping and equipment c. Coordination between other construction projects d. Resalution af constructian issues e. Equipment approval The Project R�presentative will preside at progress meetings, prepar� the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attPndan�P f�rm to �e circulated at the bPginning of Pa�Y� meeting. Attendance shall include: a. Contractor's project manager b. Contractor's superintex�de�t c. Any subcontzactor or supplier representatives whom the Contractor may dasire to invite or the City may request d. Engineer's representatives e. City's representatives f. Oti�ers, as requested by the Project Representative Preliminary Agenda may include: a. Revi�w of Wozk pro�ress since previous meeting b. Field obsezvations, probiems, conflicts c. Items which impede construction schedule d. Review af off-site fabrication, delivery schedules e. Review of construction interfacing and sequencing requixem�nts wzth other construction contracts f. Corrective measures and procedures to regaix� projected schedule g. Revisions to constzuction schedule h. Frogress, schedule, duz�ing succeeding Work period i. Cooxdinatio� of schedules j. Review submittal schedules k. Maintenance of quality sEandards 1. Pending cY�anges and substitufiians m. Review proposed changes for: 1) Effect on construction schedule and on cozaapleiaon dat� 2} Effect on other contracts of ihe Pxoject n. Re�iew Record Docum�nts o. Revzew monthly pay request p. Review status of Requests for Information CiTY OF FO1Z'f WOTZ'T�T 2021 SKIDGE REHABILITATION CONTRACT 2 STt��ARD CO�TSTRUCTION SPECIFICATIOl� DOCUMEN"IS City Project IVo. 103097 Aevised Ju[y 1, 2011 013120-3 PRp7ECT MEETINGS Pagc 3 af 3 1 6. Meeting Schedule 2 a. Progress meetings wiil be held periodically as determined by the Project 3 Repr�s�ntativ�. � 1} Addit�onal rx�eetings may be held at the request oi the: 5 a) City 6 b) Engi�eer 7 c) Coniractor 8 '7. Meetrng Location 9 a. The City will establish a meeting location. 10 1) To the extent practicable, meetings will be held at the Site. 11 1.5 SIFBMITTALS [NOT USEDI 12 1.6 ACTION SUBMITTALS/INI'ORMATIONAL SUBMITTALS [NOT USED] 13 1.7 CLOSEOUT SUl3MITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SLJBMITTALS [NOT USED] IS 1.9 QUALITY ASSURANCE [NOT USED] 16 1.10 DELIVERY, STORAG�, AND HANDLING [NOT US�D] 17 1.11 FIELD [SITE] CONDITION� [NOT U�ED] i8 1.1� WARRANTY [NOT USED] i9 PART 2- PRODUCTS [NOT USED] 20 PART 3- EXECUTION [NOT USED] 21 22 END OF SECTXON Revision Log DATE NAME SUMMARY OF CIIANGE 23 CTi"Y OF FQi2T WOIiTFI 2021 BRIDGE REHABILITATION CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project 1Vo. 103U97 Revised 7uly 1, 2011 O] 32 33 - 1 PRECO�ISTRUCTION V1DE0 Paga 1 of 2 1 2 3 PARTI- GENERAL 4 l..l SUMMARY SECTYON 0132 33 PRECONSTRUCTION VIDEO 5 A. Section Inciudes: 6 1. Administratave and procedural requirements far: 7 a. Preconstructzo� Videos 8 B. Deviataons frozn this City of �ort Worth Standard Specification 9 J.. None. 10 C. R�J.at�d Speczfication Sections include, but are not necessarily limited to: 11 l. Division Q— Bidding Requirernents, Contract Forms and Conditions of the Co�tract 12 2. Division 1— General Requirements 13 ].2 1'RiCE AND PAYMENT PROCEDURE� 14 A. Measurement and Fayment 15 1. Work associaied with this Ttem is considered subsidiary to the various items bid. I6 No separaEe pdyment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 I.� ADMIN�STRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of tSae site/alignment, including aIl areas in the 21 vicinity of and to be afFected by construction. 22 a. Provide digital copy of video upan request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenanc� suzety 24 period. 25 l .5 SUSMITTALS [N�T USED� 26 1.6 ACTTQN �UBMITTALS/INFORMA'tIONAL SLTBMITTALS [NOT USEDI 27 L'� CLO,SEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT US�D] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLYNG [N�T USED] 31 1.11 rI�LD [SITE] CONDIT�ONS [NOT USED] 32 1.1�, WARRANTY [NOT USFD] 33 PART � - PRODUCTS [NOT USED] CT'I'Y OF FORT W�RTH 2O21 BRii]GE 12Ef�ABILITA'I'IO�T CONTRACT 2 STAIVDARD CONSTfLUCT10I� SYECll�ICA,TI4N DOCUME�ITS City Project I�Io. 103097 Re�ised July l, 20] 1 013233-2 PIZECONS`�2UC'['IO1V V�DEO Page 2 of 2 PART 3 - EXECiTTION [NOT USED] END OF SECTION Revision Log DATE NAM� SUMMARY OF CHANGE CTI'iC OF POI2T WOIt'�i 2021 BRiDGE REHABILITATION COIVTRACT 2 STAIVDARD CONSTRUCTION SPECIFiCATIDN DOCi3MENTS City Project No. 103D97 Revised July 1, 201I Ul 33 0(i - 1 SC713Mi`i"1'ALS Page 1 of 8 9 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0133 00 SUBMTTTALS 5 A. Section Inciudes: 6 1. General rnethods and requirements of subzzaissions applicable to the follovving 7 Work-related submittals: 8 a. Shop Drawings 9 b. Froduct Data (including Standard Product List s�xbmittals) 10 c. Samples I1 d. Mock Ups I2 B. Deviatians fram This City of Fort Worth Standard Specification I3 1. None. 14 15 16 17 1.2 C. Related Specification Sections include, but are not necessariiy limited to: 1. Division 0— Bidding Requirements, Contraci Fornr�s and Conditians of the Contract 2. Division 1— General Requi�zen�aents PRICE AND PAYMENT PROCEDURE,S 18 A. M�asuzezx�er�t and Payment 14 1, Work associated with this Item is considered subsidiary to the various items bid. 2Q No separate payment will be allowed for this Item. 2I ].3 REFE1tENCES [NOT USED] 22 1.4 ADMIIVISTRATIVE R�QUIREMENTS 23 2Q� 2,5 26 27 28 29 30 31 32 33 34 35 3G 37 38 39 40 A. Coordination 1. Notify tk�e City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordina�ion af Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently ix� advance of performing the related Work or other applicable activities, or witha� the tixne specified in the individual Work Sections, of the Speci�cations. b. Contractor is respo�sible such that the installaTion will not be delayed by processing times including, but not Timited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c} Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of tzzne will be autharized because of the Contractor's failure to transmit submittals sufficzently in advance of the Work. CPE'Y OF FORT WORTH 2O21 812IDG� RSHARILITATION CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Froject No. 103097 Re�ised December 20, 2012 013300-2 SUBM1TTAr � Page 2 of 8 1 2 3 4 5 6 7 8 9 10 �1 12 13 14 15 16 I7 18 19 20 2I 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 d. Make submittals promptly in accordarzce with appzoved sclaedule, and in such sequer�ce as to cause no delay in ihe Work or in the wark of any other contr�ctar. B. Subznittal Numbezing When submitting shop dravvings or sarnples, utiIize a 9-character submittal cross- reference identificatian n�mbering system in the following manner: a. Use the first 6 digits of the applica6le Specification Section Number. b. Far the next 2 digits number use numbers Oi-99 to sequentially number eacl� initial separate item ar drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmissian of the same drawing {i.e. A=2nd submission, B=3rd submission, C=4th submission, eCc.). A typicai submittal number would be as follows: 03 30 00-Q8-B 1} �3 3a DO is the Specification Section for Concrete 2} 08 is the eight� initial subrnitial under this Speci�cation Section 3) B is the tlurd submission (second zesubzir�zssion) of t�at particular shop drawzng C. Contractor Certification 1. R�view shop dzawings, product data and samples, including those 6y subcontractors, prior to submission to deter�nine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar cfata d. Conformance with the Contract Documents 2. Provide each shop drawing, saznpl� and pzoduct data submitted by the Cantractor with a Certi�cation SCatement affixed i�cluding: a. The Contractoz's Company name b. Signature of subzxxittal reviewer c. Ceztification Siatement 1) "By this submittal, I hereby represent that I have determined and verified fielcE rneasurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and cooz�dinat�d each item with other applicable approved shop drawings." D. Submittal �or�nat I. Fold shop drawings larger than S%z inches x I I�nches to 8 ih inches x 1linches. 2. Bind shop drawings and product data sheets togeth�r. 3. Order a. Cover Sheet 1) Description of Paeket 2) Contractor Certification b. List af items 1 Table of Contents c. Product Data /Shop Drawings/Samples /CaIculations E. SubmiEtal Content 46 1. The cEate of submission and the dates of any previous snbmissions CI'I'iC OF F012T WORTH 2D2i BRIDGE REHABILITATION CONTRACT 2 STANDARD CQNSTRUCTION ST'ECIFiCA'I'ION ]�OCLJMENTS City Project No. 103D97 Revised Decem6er 20, 2012 a� 3s oo - s SUBMIITALS Page 3 of 8 1 2 3 4 5 6 2. The Project title and number 3. Contractor identification 4. The nax�es of: a. Contractor b. Suppiier c. Manufacturer 7 5. Iden�ification of the product, with Che Specification Sectian number, page and 8 paragraph(s) 9 6. Field dimensions, cleazly identified as such 10 7. Relation to adjacent or critical features of tfie Work or materials 11 $. Applicable standards, such as ASTM or Federal Specificatian numbers 12 9. Identification by highlighting of deviations from Contract Docurnents 13 l 0. Identi�ication by higi�lig�ting of revisions an resubmittals 1�4 i l. An 8�inch x 3-inch blank space for Contractor and City stamps 15 lb 17 18 19 20 21 22 23 24 25 26 27 28 29 �a 31 32 33 34 35 36 37 38 39 40 43 42 43 �44 45 46 F. Shap Drawings 1. As specified in individual Work Sections includes, but is not necessaz�iJy liznited to: a. Custom-prepared data such as fabxicatzon and erectionlinstaliation {working) drawings b. Scheduied inforzx�ation c. Seiting diagrams d. Actual shapwork manufacturing instructions e. C�stom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspeetion and test reports including: 1) Per�ormance cuxves and certificaYions i. As applicable to Yhe Work 2. Details a. Relation of the various parts to the main members and lines af the stz�uctuxe b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measuremen�s and note on the drawzngs prior to submitting for approval. G. Product Data 1. For subnazttals of product data for products included on E�e City's Standard Prociuct List, cleariy identify each item sel�cted for use on the Project. 2. For submittals c�f product data for products not included on the City's Standard Product List, submittal data may include, but is nat necessarily liixuted to: a. Standard prepared data for manufactured products (sorn�tz�aes referred to as catalog data} 1) Such as the manufacturer s product speci�ication and installatian instz-uctaans 2) Avazlability of colors and patterns 3) Manufact�rer's printed statements of compliances and applicability 4) Roughing-in diagrams and templates 5) Catalog cuts b) Productphotographs CTCY OF PORT WORTH 2Q21 3312ll)GE REHABILITATION CONTEtACT 2 STAIVDAI2D COIVS'IRUCTION SPECIRICATION DOCUMENTS City Prqject I+Io. 103Q97 Rer+ised December 20, 2012 O13300-4 SUBMITTALS Page 4 of S 1 2 3 4 5 6 7 8 9 IO 11 12 ]3 14 15 16 17 7) Standard wiring diagrams 8) Prinied pez-�orz�rzance cuzves and operational-range diagrams 9} Production or c�uality cantrol inspecrion and test reparts and certifications I O) Mill zeports 11) Product aperati�g and maintenance instructions and recommended spare-p�rts listing and printed product vvarranties 12) As applicable to Ehe Work H. Samples 1. As specified in individual SecEions, incIude, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured ar fabricated Work 2) Small cuts or containers of maierials 3) Complete units of repetatively used producis coloz/texture/pattern swatches and range sets 4} Specimens for coordinatio� of visual e�fect S) Grapk�ic syznbols and. units af Work ta be used by the City for independent inspection and testing, as app�icable to the Work 18 r. Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed, materials purchased or on-site construction accompIished 21 which does not conform to approved shap drawings and data is at the Contractar's 22 risk. 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 2. The City will nat be liable for any expense or delay due to corrections or rexx�edi�es required ta accomplish conformity. 3. Compl�te pzojcct Work, materials, fabrication, and insiallatio�s in confarmance with approved shop dzawings, applicable samples, and product data. J. Submitta� Distzibutian l . Elec#zonic Distribut�on a. Confirm development of Project directory for electronic submittals ta be up�oaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to desigx�ated pzoject directory and notify appropriate City representataves vza eznail of subzniittal posting. 2) Hard Copies a) 3 copies for all submittals b} Z� Conizactor requires more ehan 1 hard eapy of Shop Drawings returned, Contractor shal� submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropziaie City representatives via email of submittal posting. 2} Hard Copies a) 3 copies for all submitials d. Samples 1) DisEzibuted to ihe Project Representative 2. Hazd Capy Distribution {if required in lieu of elec�ronic c[istribution) CI'I`Y OF FOI2T WORTH 2O21 BRIDGE AEHASILITATION CON"['RACT 2 STANDARD CONSTRUCTTON SPEC�ICA'I'ION DOCUN[ENTS City Praject No. 103097 Revised December 20, 2012 ai33ao-s SUT3MITTALS Pa�e 5 af 8 1 2 3 4 5 6 7 S 9 10 11 12 13 14 15 16 17 18 19 Zn 21 22 23 24 25 26 27 28 29 30 31 32 33 34 3. 35 36 37 4. 38 39 40 41 42 43 44 45 A6 47 48 5 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies foz z�r�ecI�anical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number oi copies lzsted above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Sarraples ].) DisCributed ta the Project Representative 2) Capies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copics of appzoved prod�ct data and samples, where required, ta the job site file and elsewhere as directed by the City. a. Provide number of capies as directed by the City but not exceeding the number previously snecified. K. Submittal Review 1. The review of slaop drawings, data and samples will be for general conformance with the design cancept and Contract Documents. This is not to be construed as: a. Permitting any departure from tlie Contract requizements b. Relieving the Contractor of responsibility foz any ezrors, including details, dimensions, and mat�zials c. Approving departures frorn details fumished by the City, except as otherwise provided herein 2. T�ae review and approval of shop drawings, sampies or product data by the City does not relieve the Cantractar frorr� hislher responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibiLity thezefoz�e. The Contractor remains responsible fox details and acct�racy, for coordinating the Work with alJ. other associated wark and trades, for selecting fabrication processes, for t�ch�iques of assembly and for performing Work in a safe manner. If the shop dzawings, data or sa�nples as submitted describe variations and show a departure from the Con�ract requirements which City finds to be in the interest oi the Cit� and to be so minor as no� to involve a change in Contraci Pxice or �irr�e for performance, the City may return the re�iewed drawings without noting an exception. 5ubmittals will be returned to the Contractaz under 1 af the follovving codes: a. Code 1 1) "NO EXCEP'I'�ONS TAKEN" is assigned when there are no notaiions or co�ents on the submittal. a) When reEurned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 C1TY OF FOR'P WORTH 2O21 T3RIDCyH REFIASILITATIpI�i CONTRACT 2 S'TANDAIZD CONSTI2IICTiON SPECIFICATION DOCiJMENTS City Project No. 103097 Re�ised December 20, 2012 D1 33 00 - 5 SUBMITTALS Page 6 of S 1 2 3 4 5 6 7 8 9 10 11 12 I3 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2$ 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 44 7 : 1} "EXCEPTIONS NOTED". This code is assigned when a confixmation of the notai�ons az�d cozxuzaents IS NOT required by the Contracior. a} The Contracior may release the equipment or material for manufacture; however, all notaiions and comznents must be incorparated into the final product. c. Code 3 I) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor rriay release the equipment or materiai for manuiacture; however, all notations and comments must be incorporated into the fina� product. b) This resubznittal is to address all comments, omi�sszons and non-cont'orming items that weze noted. c} Resubznittal is to be zeceived by ilae Ciiy withiz� 15 Calendar Days af the date of the City's transmittal requiring ihe resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled zz� ihe same manner as first submitta�s 1) Conrect�ons other than requested by the Ciiy 2) Marked with revision triangle or other similar method a) At Cantractor's risk if not marked b. Submittais for each item will be reviewed no more than twice at the City's expense. 1) AlI subseq�ent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City`s or Cziy Representative's then prevailing raies. 2) Provide Coni�ractoz zeiznbursement to tI�e City withir� 30 Ca�endar Days for all such fees invoiced by the City. c. The need for moze than 1 resubmissio� or any other delay in obiaining City's review of submittals, wilI not entitle Ehe Contractor to an extension of Contract Time. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be nat complete will be retumed to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its opiion provide a list or znark the submittal dzrecizng the Contractor to the areas that are incompJ.ete. If the Contractor cansiders an� correction indicated on the shap drawings to canstttute a change to the Contract Documents, then written notice must be provided thereof ta the City at least 7 Calendar Days prior to release for manufacture. C�'['Y QF FORT WURTH STAI�IDARD CONSTRLICTTON SPECIPICA`I'IO�T DOCiIMENTS Revised I?ecember 2D, 2012 2021 BRIDGE REHASILITATION CON'I'RACT 2 City Pmject No. 103097 013300-7 SUSM]TTALS Page 7 of 8 1. 9. When the shop drawings have been completed to the satasfaction of the City, the 2 Contractor rr�ay carry out the constzuction �n accordance therevcrith and no further 3 changes therein exce�t upon written instructions from the City. 4 la. Each submittal, appzopriately coded, wili be returned witliin 30 CaFendar Days 5 foJ.lowi�g receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sectians, include, but are �ot necessarily S limited to, complete units of the standard of acceptance for that type of Work to be 4 used on the Froject. Remove at the coznpletion af the Work or vvhen directed. 10 M. Quaiifications l i 1. Ii specifzcally zequired in other Sections of these Speci�cations, submit a P.E. 12 Certification for each item reqaired. l3 14 15 16 17 18 19 20 N. Request fox Infozmation (RFl) i. Contractor Request for additional information a. Clarificatian ar interpretaiion of the contract documents b. When the Contractor belie�es there is a conflict between Con�ract Documents c. When the Contractor believes there is a contlict beiwe�� the Drawzngs and Specificati�ns 1) Identify flae conflict and request clarification 2. Use the Request fox Information (RFI) form pra�ided by the City. 21 3. Numb�ring of RFr 22 a. Prefix with "RFI" followed by series number, "-xxx", beginning with "O1" ax�d 23 inereasing sequentially with each additional transmittal. 24 4. Sufficient information shall be attached to perrzut a written response without further 25 information. 26 5. The City will Iog �ac�a zequest and will review the request. 27 a. If rav�iew of the project information request indicates that a change to the 28 Contract Documents is required, the City will issue a Field Order or Change 29 Order, as appropriate. 30 1.5 SiTBM�TTALS [NOT USED] 31 ]..6 ACTION SUBMITTALS/INFORMATIONAL SUSMITTALS [NOT U�ED] 32 1.7 CLQSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 19 QiTALITY ASSURANCE [NOT USED] 35 1.1fl DELIVERY, STORAGE, AND HANULING [N4T USED] 36 �1 1.11 FIELD [SITE� COND�TXONS [N�T USED� 1.1� WARRANTY [NOT USED] CITY OP PORT WORTH 2O21 BRIDGE REHAB[LITATION CONTRACI' 2 S'I'ANAARD CpNSTRUCTION SPECIFICATION DOCUMENTS City T'roject No. ] 03097 Ravised 17ecember 20, 2012 Ol33OD-$ Sl1BIvT1I'T'AiS Page $ of $ 1 PART 2- PRODUCTS [NOT USED] 2 PART 3- EXEGUTIQN [NOT USEDJ 3 END OF SECTION 4 Revision Log DATE NAME SUIVIMARY OF CIIANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CiTY OF FORT WORT�I 2021 BRIDGE REHABILITATION CONTRACT 2 STAIYDARD CONSTRUCTION SPECIPICATION DOCUMENTS City Project No. 103097 Revised December 20, 2p12 013513-1 SPECIAC. L�3207�CT PROCEAURES Page 1 of 8 I 2 3 PART1- GENERAL 4 1.1 SLTMMARY 5 A. Section Includes: 6 7 8 9 10 1] 12 13 14 15 ib 17 18 19 SECTION OI 35 1.3 ��ECIAL PR07ECT PROCEDURES 1. The procedures for special project cizcumstances that includes, but is not limited to: a. Coordination with the Texas Departzzaent of Transporration b. Work near High Voliage Lines c. Confined Spac� Entry Pragram d. Air Follution WatcIa Days e. Use of Explosives, Drop Weight, Etc. f. Water Department Notification g. Public Notification Priar to Beginning Construction h. Coordination with United States Army Corps of �ngineers i. Coordination within Railroad permits azeas j. U�st Lontrol k. Employee Farking B. Deviations frozx� thzs City of Fort Worth Standard Specification 1. None. 20 C. Related Specification Sections include, but are not n�cessarily Iimited to: 21 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1— General Requizements 23 3. Section 33 I2 25 — Cannection to �xisting Water Mains 24 1.� PRICE AND PAYMENT PROCEDURES 25 26 27 28 29 30 3I 32 33 34 35 36 37 38 39 40 41 42 A. Measurement and Payment 1. Coozdination wiEi�in Railroad permit areas a. Measurement 1} Measurement for �l�is Itern will be by Iump sum. b. Payment I} The work performed and materials furnished in accordance with this Item wiil be paid for at the �ump sum price bid for Railroad Coordination. c. The price bid shall include: J } Mobilizaiion 2} Inspection 3) Safety training Q-) Additional Lnsurance 5) Insurance Certificates 6) Other requirez�nents assaciated with general coordination with Railroad, including additional employees required to protect the right-of-way and propez�ry of the Rdilroad from damage arising out of anci/or from the constructzon of the Project. 2. Railroad F'lagmen CTTY OF FORT WO]ZTH 2O2i BRIDGS RSHABILITATION CONTRAC`I' 2 STANDARD CdNS'1'RUCTION SPECIF7CATION DOCUMENTS City Yroject Na.103097 Revised December 20, 2012 013513-2 SYECTAL PROJ�C1' PROCEDUTtES Page 2 of S 1 2 3 � 5 6 7 8 9 10 11 12 13 1 14 1.3 REFERENCES 15 A. Reference Standards �s 17 18 l9 Za 21 22 � a. Measurement i) Measurement for this Item wilt be per worl�ing day. b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid for each working day that Railroad Flagmen are present at the Sat�. c. The pzice bid shall incl�zde: 1) Coordination for scheduling flagmen 2) Fla.gmen 3) Other requirements associated with Railroad 3. All other items a. Work associated with these Items is considered subsidiary to the various Ttems bid. No separate payment wi�l be allowec� for this Item. Reference standards cited in this Specification refer to the current reference standazd pubIished at ih� tizne af the latest revision date logged at Che end oi this Specificataon, unless a date is speci�cally cited. Health and Safety Cade, Title 9. 5afety, Subtatle A. Public Safety, Chapter 752. High Valtage Over�ead Lines. 3. North Central Texas Co�nciI af Governments (NCTCOG} — Clean Construction Specification 23 1.4 ADMINISTRATIVE REQLTIREMENTS 24 A. Coordination with the Texas Department of Transportation 25 26 27 28 29 3p 31 32 33 34 35 36 37 38 39 4Q 41 42 4�3 44 45 When work in the rigi�t-of-way which is under the jurisdiction of the Taxas Departzn�nt of Transportation (TxDOT): a. Notify the T�xas D�partm�ni of Transportation prior Co commencing any work therein in accordance with the provisions o� the pezznit b. All work perfarmed 'rn the 'T'xDOT right-of-�ray shall be per�ormed in compliance vvith and subject to approval from the Texas Department af Transportation B. Work near High Voltage Lines � 3 Q 1. Regu�atory Requirements a. All Work near High Voltage Lines (more than 600 vQlts measured between conductors or between a condnctor and the ground) shall be in accordance with Healtii and Sa%iy Code, Title 9, Subtitle A, ChapEer 752. War�iz�g sign a. Provide sign of sufficient size meeting aII OSHA requiremenis. Equipment opezating within 10 feet of high voItage lines will require the following safety feaiures a. Insulating cage-type of guard about the boam ar arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines Work within 6 feet of lugh voltage electric lines Cl'T"Y oF POT2'1' VVo1ZT�T STA�+IDARD CONSTRUCTION SPECIPICATION DOCi7MENT5 Revised December 20, 2012 2021 BT2TDGE 12ETTABILTT'AT'ION CONTRACT 2 City Praject No.103097 013513-3 SPECIAL PR07ECT PROCEDURES Page 3 of 8 l 2 3 4 S 6 7 8 9 ia 11 l2 13 14 15 16 ]7 18 l.4 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 a. b. c. Noti�cation shall be given to: 1) The po ,ver company {example: ONCOR) a) Maintain an accurate log of all such calis to powez coznpany and record action taken in each case. Coordination with power company 1) After notificataon coordinate with the power company ta: a} Erect i�z�aporary mechanical barriers, de-energize the lines, or raise or lower the Iines No personnel may work within 6 feet oi a hzgh voitage line before the abo�ve requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. AlI oihez confined spaces in accordance with 05HA's Permit Required �or Can�zned Spaees D. Air Pollution Watch Days 1. ileiiei'aI a. Observe the following guidelines reiating to wozking on City construction sites on days designated as "AIR POLLUTIQN WArI'CH DAYS". b. Typical Ozo�e Season 1) May 1 through October 31. c. Critical Emissian Time 1) 6:00 a.m. ta 10:00 a.m. 2. Watch Days a. The Texas Comrxiission on Ex�vironmentai Quality {TCEQ), in coordination with the Natia�al Weather Ser�ice, vvill issue the Air Pollution Watch by 3:Q0 p.m. on tha afternoon prior to the WATCH day. b. Requirements 1) Begin work after 10:00 a.m, whene�er constructaon� phasing requires tE�e use of motorized equipment for perzods in excess of 1 hour. 2) Howe�er, the Contracior z�r�ay begin work prior to 1Q:D0 a.m. if: a) Use of znotorized equipment is less than 1 hour, or b) If equipznent zs new and certified by EPA as "Low Emitting", or equipment burns Ultra Low Suifur DieseI (ULSD), diesel emulsions, or alternative fuels such as CNG. E. TCEQ Aiz' �ermit l.. Obtain TC�Q Air Pe�mit for constructian actiaities per requizeznents of TCEQ. F. Use of Explosives, Drop Weight, Etc. I. When Contract Documents pernzit on the pzoject the follawing wili apply: a. Public Notification 1) Subzx�it notice to City and proof of adequate insurance coverage, 24 hours prior to coznmencing. 2} Minimum 24 hour public notifica�ion in accordance witI� Section Ol 31 13 46 G. Water Department Coordination ciT� o� �o�� woz��z STANDARD CONSTRiJCTION SPECTI�TCA"1"TON nOCUMENTS Revised llecember 20, 2012 aozi Bx��E ��x�r�.rmaxzorr.corr�zacT z City Project No.103097 Ol 35 13 - 4 SPECIAL PROJECT PROCEDURES Page 4 of $ 1 1. During the constructfon af this project, it will be necessary to deactivate, foz a 2 period of time, existing lines. The Contractor shall be required to coordinate vvith 3 the Water Department to determine the best tirnes for deactivating and activating 4 those lines. 5 2. Coordinate any event that will require connecting to or the operation of an e�sting 6 City water Iine system with the City's representative. 7 a. Coordination shall be in accordance with Section 33 12 25. 8 b. Zf needed, obtain a hydxant water meter from the Water Department for use 9 during the Iife of named projeci. 10 c. In the event ttaat a water valve an ar� existang live system be tuz-n�d off axzd on 11 ta accommodate the construction of the project is required, caordinate this 12 activity tl�rough the appropriate City representative. I3 1) Do not operate water line valves of e�sting water system. 14 a} Farlure to comply will render the Contractor in violation of Texas Penal 15 Code Title 7, Chapter 28.03 (Criminal Mischie� and the Contractor 16 will be prosecuted to the Full extent of the law. 17 b) In addition, the Contractar witl assume all liabili�ies and IS respansibilities as a result of these actions. 19 H. Pnblzc Notifzcation Prioz to Begznn�ing Constzuctio� 20 ].. Prioz to beginning coz�stxuctzo�a on axry block in the project, on a block by block 21 basis, pzepaze and deliver a notice oz flyer of the pending constzuction to the front 22 door of each residence or business tfiat will be impacted by construction. The notice 23 shall be prepared as follavc+s: 24 a. Post notice or flyer 7 days prior to beginning any construction activity on each 25 block in the project area. 26 1} Prepare flyer on the Contractor's letterhead and include t�e following 27 inFormation: 28 a) Naz�r�e of �zoject 29 b} City Project No (CPN) 30 c) Scope of Project (i.e. type of construciiqn aciivity) 31 d) Actual construction duration within the block 32 e) Name of the contractor's foreman and phone number 33 f} Name of the City's inspector and phone number 34 g} City's afCer-hours phone number 35 2) A sample of the `pre-construction notifica�ion' flyer is attached as Exhibit 36 A. 37 3} Subznit schedule s�owzng the construci�on start an� finish time for eac�a 38 block of th� project to tha i�spectoz. 39 4) Delivez flyer to the City Inspector for review pzior to distributian. 40 b. No construction wrll be allowed to begin on any block until the flyer is 41 clelivered to all residents of the block. 42 I. Public Notification of Temporary Water Service Interruption during Construction 43 1. In the event it becomes necessary to temporariiy shut down water service to 44 residents or businesses during construction, prepare and deliver a notice or flyer of 45 the pending interruption Co t�e iront door ai each ai%cCed resident. 46 2. Prepared notice as follows: 47 a. The z�otificaiaoz� oz £lyer shall be posted 24 hours prior to Ehe temporary 4$ interruption. CITY OF FORT WORTH 2O21 BRIDGE REHABILITATION CO�VTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project I�io.103097 Revised Aeceimber 2D, 2072 0135I3-5 SPECIAL PROFECT PRaCSDURES Page 5 of S 1 2 3 4 5 6 7 8 9 �a 11 12 13 14 15 16 17 i8 19 2u 2I 22 23 24 25 26 Z7 28 29 30 31 32 33 34 35 3b 37 3$ 39 40 41 42 43 44 'L7. c. d. e. f. Prepare flyer on the contractar's Iettezhead and include �he foTlowing infarmation: 1) Nam� of the project 2) Cziy Pz'oject Number 3) Date of tF�e interruption of service 4) Period the interruption will take place 5) Narne of the contractor's foreman and phone nuznbex b) Name of the City's inspecior and phone number A sample of the temporary water service interruption notification is attached as Exfiibit B. Deliver a copy of the temporary intert�uption notification to the City inspector for revie�v prior to being distributed. No interruptron of water service can occur until the flyer has been delivexed to all affected residents and businesses. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. J. Coordination with United SCates Army Coxps of En�ineers {USACE) At locations in the Piroj�ct where construction activities occur in areas where USACE pezzzaits are required, meet all requirements set forth in each designated �eiiiui. K. Coordination within Railroad Permit Areas I � i3 At locations in the project where construction acta�itzes accur in axeas where railroad permits are required, meet alI requiremenis sei £orth in each designated railroad permit. This includes, but is not lzmited to, pro�risions for: a. FJ.agmen b. Znspectars c. Safety training d. Additianal insurance e. Insurance certificates f. Other empioyees required to protect the z�ght-of�way and progerty of the Railroad Company froxn damage arising o�t of and/or from the construction of tl�e pzoject. Proper uYility clearance procedures sha�l be used in accordance with the permit gnidelines. Obtain any supplemental information needed ko comply with the rai�road's requirements. Railroad Flagmen a. 5ubmit receipts to City %r verification of working days Lhat railroad flagmen were present on Site. L. Dust Control 1. Use acceptable zneasures to control dust at the Site. a. If water is used to contral dust, capture and properly dispose of waste water. b. Tf wet saw cut�ing is performed, capture and properly dispose of sJ.uzry. M. Emplayee Parking 1. Provide parking for employees at locations approved by tlae City. CPI'Y OF FORT WORTH STANDARD CONSTRUCTION SYECIFICATION DOCUN3ENT5 Revised I�ecembex 20, 2Q12 2021 BRIDGE REHABILITA'I'fON CONTRACT 2 Cicy Project No.103097 D13513-6 SPECiAL PR07ECT PROCEDURES Page 6 vf 8 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USEDj 3 1.'� CLOSEOUT SUSMITTALS [NOT US�D� 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 I.9 QUALITY ASSURANCE [NOT USED) 6 110 DEL�VERY, STORA,GE, AND HANDLING [NOT U5ED� 7 l.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1..1� WARRANTY [NOT USED] 9 PART 2- PR�DUCTS �NOT USED] 14 PAAT 3- EXECUTION [NOT USED] END OF SECTION 11 z2 Revision Log DATE NAME SUMMARY OF CHANGE 1.4.B — Added requirement of compIiance with Health and 5afety Code, Title 9. 8/31/2012 17. 7ohnson S�Fety, Subtitle A.1'ubiic Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E — Added Contzactoz responsibility for obtaining a TCEQ Air Penmit 13 CITY QF FORT WpRTH STA1V17ARD CON3TRUCTION SPECiFICATTON T]OC (JMENTS Revised December 20, 2012 2021 BRIDC,E KEHABILITAT[OI�I CpNTRA,CT 2 City Project No.103D97 013513-7 SPECIAL YKO.TECT PROCEDURES Paga 7 of 8 2 3 � S 6 7 8 9 10 I1 12 13 l4 15 16 i7 1a 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco l.ocation: Lim�ts of Constructinr�: - � - - - , i - � i i ' i i � � � � I � THIS 1S TO INFORiV� YOU THA`� UNDER A C4NTFtACi WITH TWE CITY OF FORT WORTH, DUR COi�iPANY WILL WORK ON UTI�ITY L1NES ON OR AROUND YOUR PROP�RYY. CONSiRUCT14N WILL BEGIN APPROXIi1�AT�LY S�V�iV DAYS FROM iHE DAT� 4F THIS NOTIC�. IF YOU HAVE QUESTIONS ABOUT ACC�SS, SECUR[7Y, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. �COHTRACTOFt°5 SllPERINTEN�ENT> AT �T�LEPHON� NO.� C�7:� Ilfli. CCITY INSPEGTOR� AT C TELEPHOHE Np.� AFTER 4:30 PiVI OR ON WEEK�NDS, PLEAS� CALL (817) 392 8306 PLEASE KEEP TNlS FLYER HANDY WNEN YOU CALL C�'X Ok' FORT WORTH STAIVDARD CONSTRC7CTTON SPECiFICATIQN DQCUMENTS Revised Deccm6er 20, 2012 2021 B12IDG� REHABILITATION CONTRAC'I' 2 City Yioject No.103097 1 2 EXHIBIT S F��T V�oRT� ��: D13513-8 SPECIAL PR03ECT PROCEDURES P�ge 8 of 8 �� . � ��, �: �o��c� o� �°�r��►��r vvwx�� ,�� DiIE 1'O UTILITY iMPRO'V�M�NTS IN YOUR N��GHBORHOOD, YdEf12 WA'X'ER SERVFCE Wii.L �E 7NTERRUPTED ON BETWEEN THE HOX7RS OF AND 1F YQiT I3AVE QUESTIONS ABOEIT THIS SHUT-OTI'X', PLEASE CALL: MR. AT (CONTTiACTORS SE7PEI2YEVTl'�'.NDENT) (TELEPHONE N[JMB�R} DR �� AT (CITY 7I�SP�C'i'UR) (TEL�PHONE 1viTMBE�i) TSIS INCdN'V�NIENCE WILL B� AS SHQRT AS POSSIHLE. THANK YflU, CO�iTRACTOR 3 4 CTI'Y OF FORT WORTH STANDARD CONSTR[JCTiON SPECIFICATION DOCUMENTS Revised December 2Q, 2012 2021 BRIDGE REHABILITFLTIOl�' CONTRACT 2 City Project No.103D97 014523-1 TESTINCa AND INSPECTTON SEI2VIC�S Page 1 of 2 1 2 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 1� 11 12 1.2 13 1� 15 16 17 18 19 20 2] 22 23 24 SECTION 0145 �3 TESTING AND INSPECTrON SERVICES A. Section T�cludes: L Testing and inspection services pracedures and caordination B. Deviations from this City of Fort WartY� Standard Sp�czfication I. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Coniraci Forms and Conditions of the Contract 2. Division 1— General Requizez�r�ants PRICE AND YAYMENT PROCEDURES A. 1��asurPmPnY %�n�1 P�yrr�P�t J. Work associated with this Item is considered subsidiary Co the various Itezx►s bid. No separate payment wilI be allowed for this Itezxz. a. Contractor is responsible foz pezforming, caardinating, and payment of all Quality Control testang. b. City is r�sponsible for performing and payment for first set of QuaIity Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for paymeni of s�zbsequent Quality Ass�rance testing untii a passing test occurs. a) Final acceptance will not be issued by City until all required payments far t�sting by Contractor ha�ve been paid in fuil. 25 1.3 REFERENCES [NOT IISED] 26 1.4 ADMINI�TRATIVE REQUIREMENTS 27 28 29 30 31 32 33 3� 35 36 37 38 A. Testing 1. Complete testing in accordance with the Con�ract Docux�aents. 2. Coordination a. When tes�ing is required to be performed by the City, noEify C'rty, sufficiently in advance, when tasting is needed. b. When testing zs required to be completed by the Contractor, notify City, su��ciently in advance, that tes[ing will be perforrr�ed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electxonic submitials to be uplaaded to City's Buzzsaw site, oz anottaer external FTP site approved by the City. C1TY OF FORT WOATH 2O21 BRIDGE REHASILITATION CONTRACT 2 STANDARD CpN$TRUCTION SPeCIFICATION DOCUMEI�TS City Project No.103097 Re�ised July 1, 2DI ]. 1 2 3 4 5 6 7 8 9 10 11 12 13 I4 15 16 17 �8 19 20 21 014523-2 TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload iest reports ta designated project dir�ctory and notzfy appzopriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy far aIl submittals submitted to Lhe Praject Representative b. Hard Copy Distribution (if required rn lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard capy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's ProjecC Representative 4. Provide City's ProjecC RepresentaCive with trip tickets for each delivered load of ConcreCe or Lime xx�aterial including tk�e following inforzxxatiox�: a. Nazne of pzt b. Date of delivery c. Material delivered B. Tnspection 1. Inspection or Iack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. I.5 SITBMITTALS [NOT USEDI l.6 ACT�ON SUBM�TTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SIIBMITTALS [NOT USED] I.S MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 I{ IELD �5ITE] CONDITIONS [NOT USED] 25 1.1� WARRANTY [NOT U5ED] 26 PART 2- PRODUCTS [NOT USED] 27 PART 3- EXECUTION [NOT USED] 28 �� 30 fT►1 If]�.��t17i1 Revision L.og DATE NAME SUMMARY �F CHANGE C1TY OF FORT WpRTH 51`A1+�Dt1�tT� COF�IS'1'RC7CTION Sl'ECIFICA'I'��N DOCUMENTS Revised 7uly 1, 20I] 2021 BRIDGE REHABiLITA'FION CONTRACT 2 City Yroject No.103097 O1 SU OU - 1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 1 2 S�CTION 01 54 00 TEMPORARY FAC]Ll'1'IES AND C�NTROLS 3 PART1- GENERAL 4 1.1 �UMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and conirols �aeeded for the Work including, but not 7 necessarily limited ta: 8 a. Temporary uiilitaes 9 b. Sanztazy faczlzties 10 c. Storage Sheds and Buildings l.3 d. Dust control ]2 e. Temporary fencing of the constructian site 13 B. Devia�ions from tl�is City of rort Warth Standard Speci�icaCion 14 1. None. i5 l6 17 18 1.2 C. �eiated �pecificatian Sections include, but are noi nac�ssarily limzted to: 1. Divisian 0— Bidding Requirex�rzer�ts, Contract Forms and Conditions o� the Contract 2. Division 1— Gen�ral Requirements PRICE AND PAYMENT PROCEDURES 19 A_ Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment wiii be allowed foz ihis Item, 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 25 2b 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Teznporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authoriti�s having jurisdictian. c. Be responsible for. utility service costs unial Wozk is appzoved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for executian, cornpletion, testing and initial operation of Work. 2, W�ter a. Contractor to provide water required for and in connection with Woz�k io b� performed and for specified tests of piping, equipment, devices or other use as required far the completion of the Woxk. b. Frovide and maintain adequate suppiy of potable water for domestic consumption by Co�tractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CiTY OF FOR'i WOTt`fT� 2021 BRIDGB RF.HABILITATl'ON CONTRACT 2 STANDARD CONSTRUCTIQN SPECIFICATiON DOCUMENTS City Project Nq. 103097 Revised July 1, 201 I Z 2 3 4 5 6 7 8 9 ]0 11 12 13 14 15 lb 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 015000-2 'I'EMPORARY FACILITIES AND CONTROLS Page 2 of 4 d. Cantractor Payment for Construction. Waier 1) abtain construction vvater meter from City for payzrzent as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Wor�C, including testing of Work. 1) Provide power for lighting, operation of equipment, or other nse. b. EZectric power service includes temparary power service or generator to zz�aintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone servi�c� at Sit� for use by ContracCor personnel and others performing work or f�rnishir�g services at Szie. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for proteciion or completion Qf Wox�. b. Provide temporary heat and ventilation to assure safe �sworking candieions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary iacilities 6y construction personnel at job site. a. Enclose and anchor sanitary Facilities. b. No discharge will be allowed froxn these facilities. c. Collect and store sewage and waste so as nat io cause nuzsance or health problem, d. Haul sewage and waste off-site at na less tha� �reelrly intervals and pzoperly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained thrQughout Project. 4. Remove facilities at completion of Frc�ject C. Storage SYteds and Buildings 1. Provide adequately ventiJ.ated, watertight, weatherproof sCorage facilities with floor above gzound level for materials and equip�rza�nt susceptzbl� to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks of� ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, an� provide electrical service for equipment space heaters and heating ar ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for te�nporary structures ro provide drainage away from tez�porary and ex�stzng buildings. 6. Remave building from site priot to Final Aeceptance. D. Temporary Fencing 1. Provrde and maintain for the duration or constc-uction when required in contraet documenEs 45 E. Dust Control C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revased 7uly 1, 20J 1 2021 BRIDGS REH.SBILITAITON CONTRACT 2 City Project No. 103U97 1 2 3 4 5 6 7 8 9 015000-3 'TE.MPORARY FAC1L11'TES E1NT� CONTROLS Page 3 of 4 J. Contractor is responsible for maintaining dust cantrol Yhrough the duration of the project. a. Contractor remains on-call at all times b. Must respond in a taxnely manner F. Temporary Protection of Construction 1. Co�tzactor ar subcontractors are responsible fox protecting Work from datnage due to weather. 1.5 SUBM�TTALS [NOT USED] 1.6 ACTI4N SUSMFTTALS/INF012MATIONAL SUBMITTAL,S [NOT USED] 10 1.7 CLOSEOUT STTEMITTALS [NOT USED] 11 1.8 MAXNTENANCE MATERIAL SLTBMITTALS [NOT IISED� 12 1,9 QUALITY ASSURANCE [NOT USED] 13 1.IQ DELIVERY, STORAGE, AND HANDLYNG [NOT USED� 14 ]..�1 FIELD [SITE] CONDITIONS [NOT USED� t S 1.12 WARRANTY [NOT iTSED] 16 PART � - PRODUCTS [N�T USED] 17 PART 3- EXECUTIQN INOT USED� 18 31 �NSTALLERS [NOT USED] 19 3.� EXAMYNATION INOT USED] z0 3.3 PREPARATION [NOT LT,SED] 21 3.4 INS TALLATION 22 A. Tempozary Faciiities 23 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR] / [RESTORATION] 25 3.6 RE-INSTALLATION 26 27 2$ 29 30 3] 3.'� k'�ELD [a�z] SITE QUALITY CONTROL [NOT USED] 3.$ SYSTEM STARTUP [NOT USEDI 3.9 ADJUSTING [NOT USED] 3.1Q CLEANING [NOT IISED] 3.11 CLOSEOUT ACTIVITIES A. Tenrzporary �'acilities CT`I'i' OF FORT WORTH STANDARD CONSTI2UCTTON SPECIFiCAT10N DOCUMENTS Revised July 1, 2011 2021 SAIDGE REHABILITAiTON COI�7 iTtACT 2 Cicy Project Na. ] 03097 015000-4 TEMPORARY FACILITIES AND CONTRpLS Pagc 4 of 4 1 1. Remove all i�mporary ,facilities and resCore area after completion of the Wark, to a 2 condition equaI ta or better tha� pzioz io start of Woxk. 3 3.12 PROTECTXON [NOT USED] � 4 313 MAINTENANCE [NOT i7SED] 5 3.14 ATTACHMENTS [NOT USED] 6 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CTI'Y OF FORT WORTH 2D21 SRIDGE REHABILITAiTON CONTRACT 2 $TANDARD CONSTl2UCTION SPECIFICATTpN DpCUMENTS Ciry Praject 1Vo. 103097 I2evised July 1, 2011 01552b-1 S"I'REET iISE PERMIT AND M�DIFTCATIONS TO TRAFFIC CONTROL Puge 1 af 3 1 2 SECTION 0155 26 STREET USE PERMIT AND MODIFICATIONS TD TRAFFIC CONTROL 3 PART�- GENERAL 4 11 SUMMARY 5 A. Section Includes: 6 1. Adxnznistrative pracedures for: 7 a. Stz'eet Use Permit 8 b, Modifica�ion of approved traffic control 9 c. Removal of Street Signs 10 B. Deviatians from this City of Fort Worth Standard Specificataon 11 1. None. i2 C. Related 5pecification Sections include, but are nat necessarily limited to: 13 l. Division 0— Bidding R�quirements, Contract Forms and Conditions of the Cantract 14 2. Divisian 1— General R�quirements 15 3. Sect�on 34 71 13 — Traffic Control 16 1.2 PRICE AND PAYMENT PAOCEDURES i7 A. Measurement and Payment l8 i. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be aliowed for Y.his Ttem. 20 l.3 REFERENCES 21 A. Reference Standards 22 l. Reference standards cited in this specifica�ion refer to tk�e current reference standard 23 publis�ed at the time of the latest revision daCe lagged at tha end of this 24 specification, unless a date is specifically czted. 25 2. Texas Manual on Uniform Tzaffic Control De�vices (TMUTCD). 26 1..4 ADMIlYI,STRATIVE REQUIREMENTS 27 28 29 30 31 32 33 34 35 36 37 38 A. Traffic Control 1. Genexal a. When traf�Zc contral plans are included in tl�e Drawings, provide Traific Cont�ol in accordance with Drawings and Section 34 71 i3. b. When traffc contral plans are not included i� ttae Drawings, prepare traffic control plans in accardance with Section 34 7l 13 and submit to City for review. 1) Allow minirr�uzirn 10 working days for review of proposed Traffic Control. B. Street Use Fernut I. Prior to in.stallation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Flans to City Transportation and Public Works Department. C1FY OF FORT WORTH 2O21 }3RIDGE AEIiABILITATIO�! CON'TRACT 2 STANDARD CONSTIZILTCTIOIV SPECiFICATION DOCUMEI�ITS City Pcoject No. 1 Q3097 Kevised July 1, 2D1 ] p15526-2 5`�iEE'I' U3� PZ.'RM1T' f�N� IvIOI]I�CA'I'IO1+IS `I'O TRAFFTC CONTROL Page 2 of 3 1 2 3 l) Allow a minimum of 5 working days far permit review. 2} Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Pern�it, such that construction is not delayed. 9 C. Modification to Approved Traffic Contral 5 1. Pxior to installation tra�fic control: 6 a. Submut zevised tza£�ic control plans to Ciry DepartmenC TransporCaCion and 7 �ublic Wox�s Depaztanent. 8 1) Revise Traffic Control plans in accordance wit�a Sectzon 34 71 13. 9 2) AIlow minimum 5 working days for review of revised Traffic Contral. 10 3) It is the Contractor's responsibi�ity to coordinate revievo of Traffic Control ll plans for Street Use Permit, such that construction is not clelayed. 12 D. RemovaI of Street Sign 13 I. If it is determined that a street sign must be removed for construction, then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove Che sign. 16 17 IS 19 20 21 22 23 24 25 E. Temporary Signage 1. I� ihe case of zegulatory sigx�s, replace pernlanent sigz� with Eemporary sign meeting requirements pf the latest edition 4f the Texas Manual on Unifoz'm Txaffic Control Devices {MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinsta3led, contact the City Transportation and Public Works Departrrient, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Controi Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. 2b 1.5 SLTBMITTALS [NOT USED) 27 1.6 ACTION SUBMITTALS/INF'ORMATIONAL SUBMITTALS [NOT USED] 28 l..'� CLOSEOUT SUBM�TTALS [NOT USED] 29 1,$ MAINTENANCE MATER�AL SUBM�TTALS [NOT i7SED] 30 1..9 QUALXTY ASSURANC� [NOT USED] 31 1.10 DELIVERY, ST4RAG�, AND HANDLING [NOT USED] 32 1.�1. �'TELD [SXTE] CONDZTZON� [NOT US�D] 33 1.�2 WARRANTY �N�T USED] 34 PART 2- PRODUCTS [NOT USED] 35 PART 3- EXECUTION �NOT USED] 36 END OF SECTION c�r r o� �axr r�vox�rx STANDARD CONSTRUCTIQN SPECIF7CATiON DOCUMEI�TTS Revised 7uly 1, 2011 2021 I3i2IDGE ItB�IAB�.TI'A'1'IOIV COI+ITRACT 2 City Hnject No. ]03097 015526-3 S"I'REET USE PERMI'i' AND M�DIFICATiOi�IS TO T'TZAk7k�IC CO�iT120L Yage 3 of 3 Revision Lag DA'I'E NAME SUMMARY OF CHANGE CITY OF FOAT WORTH 202 i BRIDGE RL�HAI3ILITATION CONTRACT 2 STANDARD CONSTRUCTION SPECiFICATION DQCUMENTS City Project No. I03097 Revised July l, 2017 01 57 13 - 3 STORM WATER POLLUTIdN PREVENTIDAi Page 1 of 3 1 2 SECTI�N 01 S'� 13 STORM WATER POLLUTION PREVENTION 3 PART 1 - GEIV�RAL 4 l.1 SUMMARY 5 6 7 8 9 10 11 i2 13 A. Section Includes: 1. Procedures for Storm Water Pollntion Prevention Plans B. Deviations from this City of Fo� Worth Standard Specification i . None. C. ReIated Specification Sections inciude, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the ContracC 2. Division I— General Requizez�ents 3. Section 3 i 25 00 -- Etosion and Sediment Cantro� 1� 1.� PRICE AND PAYMENT PROCEDLIRES 15 16 17 18 19 20 A. Measurernent and Payment 1. Construction Activitres resulting in less than 1 acre of disturbance a. Work associated with tlus Item is considered subsidiary to the various Items bid. No separate payment will be aIlowed for this Item. 2. Construction Activities resulting in greater than Z acre of disturbance a. Measurement and Fayment shall be in accardance with 5ection 3 2 25 Oa. 2I �.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of lntent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Poltution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 S. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 3Q standard pubiished at the time of the latest revision date logged at the end of this 31 Specafzcation, unless a date is specifically cited. 32 2. Integrated Stozna Ma�agezinent {iSWM) Teck�nical Manual foz Constzuction 33 Controls 34 1.4 ADMINISTRAT�VE AEQU�REMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any �nes issued associated 37 with compliance to 5tormwater Pollutian Prevention Plan. CTPY OF FORT WOR'CH 2O21 BRIDGE REHABiLITATION CONTRACT 2 STANDARD CONSTRUC'I'ION SPECIFICATION DOCiIMENTS City Project No. 103097 Revised 7uly 1, 2a11 015713-2 STORM WATER POLLUTiON P12ti? VENTION Page 2 of 3 1 2 3 4 5 6 7 8 9 i0 lI 12 13 14 lS 16 17 18 19 20 21 22 23 24 25 26 27 2$ 29 30 3] 32 33 34 35 36 37 38 39 B. Construction Activities resul�ing in: 2 � I. Less than 1 acre of distuzbance a. Provide erosion and sediment control in accordance with Section 31 25 00 and Dz�awings. 1 to Iess than 5 acres of dist�irbance a. Texas Pollutant Discharge Elimination Systexx� (TPDES) General Construc�ion PermYt is required b. Complete SWPPP in accordance with TCEQ reqr�irements 1) TCEQ Small Constructron Site Notice Required under general permit TXR 150000 a} Sign and post at job site b} Prior to Preconstruction Meeting, send 1 copy to City D�partzzaent of Transportat�on and Public Works, Exzvaxonznental Division, ($17} 392- 6088. 2) Provide erosion and sediment control in accozdance with: a) Sectaon 3] 25 fl0 b} The Drawings c) TXR 3 50000 General l'ermit d} SWPPP e) TCEQ requirements 5 acres ar more of Disturbance a. Texas PoIlutant Discharge Eliminaiion Systez�a (TPDES) General Construc�ion Permit is required b. Complete SW�PP in accardance with TCEQ requirements 1) Prepare a TCEQ NOI form and submiE to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transpoxtataon and Publzc Works, Enviranmental Division, (817) 392-60$8. 2) TCEQ Notice of Change requiz�d if znaking changes or updates to NOI 3) Froeide erosion and sediment control in accordance with: a) Seciion 31 25 00 b} The Dravvings c) TXR15D000 General Permit d) SWPPP e) TCEQ requirements 4} Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send capy to Czty Department of Transportatinn and Public Works, �nviranmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 42 43 44 45 46 47 A. SWPPP 1. Submit in accordance with Sec�ion Ol 33 00, except as stated taerein. a. Prior to the Preconstr�iciion M�etiz�g, submit a draft copy of SWPPl' to the City as follows: 1) 1 copy Co the City Project Manager a) City Project Manager ovill forward to the City Department of Transportation and Public Works, Environmental Division far review CI'TY OF FORT WORTH 2O21 BRIDG� REHABILITATiON CONTRACT 2 STA�fDARD CONSTRUCTdON SPECiFICATION DOCUMEI�ITS City Project No. 103097 Revised July I, 2Q11 7 S 9 10 11 13 14 15 o� s� �a-s STORM WATER POLL[JTION PREVENTION Page 3 of 3 1 B. Modified SWPPP 2 1. If the SWFPF is revised during construction, resubmit modified SWPPP to the City 3 in accordance with SecGion 01 33 00. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT U�ED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUI3MITTALS [NOT i7SED] 1.9 QUALITY ASSURANCE LNOT USED� 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS �NOT USED] 1.12 WARRANTY [NOT USED] PART � - PRODUCTS [1VOT U5ED] l2 PART 3 � EXECUTION �NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE crr� o� �oxT wox�rH STA�TDARD CONSTRUCTION SPECIFICATION DdCUMENTS Revised 7uly 1, 2011 2021 BR➢7GE REHAB1LiTAT10N CONTRACT 2 City Project No. 103097 015813-1 'I'�MPORARY PR07ECT SIGNAGE Page 1 of 3 1 2 3 PART1� GEN�RAL SECTION 015813 TEMPORA.RY �RO.TECT SIGNAGE 4 1.1 SUMMARY 5 A, Section Tncludes: 6 1. Temporary Project Signage Requirements 7 S. De�riat�ons from this City of Fort Worth Standard SpeciFication 8 1. None. 9 C. Related Specification Sections include, but are not necessazily limited to: 1p 1. Division 0— Bidding Requirements, Cantract Fornas and Conditzons of the Cantract ll 2. Division 1— General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES �3 .f�. MaagiizPmPnt anr� Pa�II1PIlt 14 J. Wark associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed far this Item. 16 1.3 RCTERENCES [NOT USED] 17 1.4 ADMIIVISTRATNE REQUIREMENTS �NOT U5EDI 18 1.5 �UBMITTALS [NOT USED] 19 1.6 ACTION SLTBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CL05EOUT 5UBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SLTBMITTALS [NOT USEDI 22 1..9 QUALYTY A,SSURANCE [N�T USED] 23 110 DELTVERY, ,STORAGE, AND HANDLING [NOT USEDI 24 I.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 � PRODUCTS 27 �.1 OWNER-FURN�SHED [ox7 OWNEA-SUPPLT�DPRQDUCTS [NOT iTSED] 28 �.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 24 A. Design Criteria 3a l. Provide free standing Project Designation Sign in accordance with Ciiy's Standard 31 Details for project signs. CfFY OP FORT WOI:TH 2O21 BRIDGE REHABILITATION CONTKACT 2 STANDARD COI�ISTRUCTIOl+! SPECIFICATIO�T DOCUMENTS City Project No.103047 Tte�ised 7uly 1, 2011 1 2 3 4 5 015813-2 T`EMPORARY PROJECT SIGAlAGE Yage 2 of 3 B. Materials 1. Sign a. Constructed of 3/a-inch fir plywoad, grade A-C (ex€erior) or better 2.3 ACCESSOR�S [N�T USED] 2.4 �OURCE QXTALITY CONTROL [NOT USED] b PART 3 - �X�CUTION 7 8 9 10 ll 12 13 14 IS 16 17 1. 8 19 20 21 22 23 24 25 26 27 28 29 30 31 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT LISED] 3.4 INSTALLATION A. General 1. Provide verticaI instaIlatian at extents of project. 2. Relocate szgn as n�ed�d, upon request of ihe Ciry. B. Mounting op�ions a. Skids b. �osts c. Barricade 3.S REPAXA / RESTORATXON [NOT USED] 3.6 RE-�N�TALLATXON [NOT USED] 3.7' FIELD [oR] SITE QUALITY CONTROL �NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE A. Gen�zal l. Maintenaz�ce will include painting az�d r�paizs as needed oz dar�cted by t�e City. 3.1�4 ATTACHMENTS [NOT USED� END OF �ECTION C1TY OF FORT WOR'I`H 2O21 BRmGE 12EI-IABILITATION CONTRACT 2 STtll�TDARD CQN$TRUCTIDN SPECIFICATION DOCUMENT3 City Project IYo.103D97 Raviscd July 1, 2011 O1 5& 13 - 3 TEMPORARY P120JECT SIGNAGE Page 3 of 3 Revision Lag DATE NANIE Si.IMMARY OF CHANGE CTl'Y OF FORT WORTH 2O21 BRIDGE REHAI3ILFIATION CONTRACT 2 STANDARD CQNSTRUCTION SI'�:CIPICATI4N DOCUMEN'PS City Prajeat No.103U97 Revised July 1, 2011 016000-1 PRODUCT KEQUIR�MENTS Page 1 of 2 1 2 ��:l:�![�l�;U3 71-J1 4 l.l SUMMARY 5 6 7 8 9 10 11 12 Z.� SECTION 01 60 04 PRODUCT REQUIlZEMENTS A. Sectian Includes: �. References for Product Requirements and City Standard Products List B. Deviatians from this Ciry of Fort Worth Standarc[ Speci�cation 1. None. C. ReIated Specification Sections include, but are not necessarily limited to: l. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED) i� 1.� ADMINISTRATIVE REQUIREMENTS 15 16 17 18 l9 20 21 22 23 24 25 26 27 28 29 30 1.5 A. A list af City approved products foz use is lacated on Bnzzsaw as follows: 1. Resourcesla2 - Construction DocumentslStandard 1'raducts List B. Only products speci�cally inc�uded on City's Standard Product List ir� these Coniract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. C. Any speciFc product requirements in the Contract Documents supersede sirr�lar pzoducts znc�uded on the City's Standard Product List. 1. The Cziy reserves the right to not allow products to be used foz certain projects even though the praduct is listed on the City's Standard Product List. D. Although a specific product is inclucled on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's staridard product. �. See �ection O1 33 00 for submittal requirements of Product Data included on City's Standard Product List. SUBMITTALS [NOT USED] 31 I.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS �NOT USED] 32 1.7 CLOSEOUT �USMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUSMITTALS �NOT USED] 34 I.9 QUALITY ASSiTRANCE [NOT USED] C1TY OF FORT WORTH 2O21 BRIDGE RE.HABiLTCATION CONTRACT 2 STANDARD CQNSTRUCTION SPECIFICATION DOCUMENTS City Prqject No. 103097 Ravised Decembcr 20, 2012 ai6000-2 PROD UC i' 1ZEQUI�EIvIE iNTS Page 2 of 2 I 110 DELIVERY, STORA.GE, AND HANDLING [NOT II�ED] 2 1.11 FIELD [S�TE] CONDITI�NS [NOT USED] 3 11� WARRANTY [N�T USED] � PART 2 - PRODUCTS [NOT LTSED] 5 PART 3- EXECUTION [NOT USED] 5 END OF $ECTION 7 Revision Log DAT� NAME SUMMARY OF CHANGE [ dI12/12 D. 7o�uason Modifed I.ocation of City's Standard Pzoduct List CTT�C OF FOi2T WORTH 2O21 BRI[3GE RL�HABIi,PPATION CONTRACT 2 STANDARD COId5`1'TtCJC'I'IOiN SPECIRICATION DOCUMENTS City Projecc Na. 103097 Revised December 20, 2012 01 70 00 - 1 MOBILI`LAT101+� AND REMOBILIZATION Page 1 of �# 1 2 3 PART1- GENERAL SECTION 01 '70 00 MOBILIZATZON ,A.ND REMOBILIZATI�N 4 1.1 SLTMMARY S A. Seciion Tncludes: b 7 8 9 14 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 1. Mobilization and Demobiliza�ion a. Mobilization T} Transportation of Contractor's personnel, ec�uipment, and operating suppIies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for perFormance and payment bands 4) Transportation of Contractor's personnel, equipment, and operating supplies to anoiher location witlun the designated SiCe 5) Relocaiioz� of necessary general facilities fox the Contxacror's operataon from I location to anather lacation on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and aperating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings andlor other facilities assembled at the Site for this Contract c. Mobilization and Demobiiizataon cEo not include activities for specific items oF work ihai are for which payment is pzovided elsewk�ere in tk�e co�ziract. 2. Remobilization a. Remobilizatio� for Suspension of Work specificaily required in the Contract Documents or as required by City includes: 1) Demobilization a} Transportation of Contractor's personnel, equipment, and operating supplies irom the Site including disassembly or temporarily securing equipnr�ent, snppli�s, a�d ot�ex facilitzes as d�signated by the Contz�act Docuzxients necessa�ry to susp�nd ih� Work. b) Site Clean-up as designated in the Contract Docuzz�ents 2) RemobiIizaYion a) Transportation of Contractor's personnel, ec��aipment, and operating suppli�s to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a} Mobilizaiion and Demobilizatian from one location to anoCher on ihe SiCe in Che normal progress of performing the Work. b) Stand-by ar idie time c) T.ost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mo6iiization and Demobilization CITY OP FORT WORTH 3TANDARD CONSTI2UC'1'ION SPECIFICATION ]]OCEJMH�i'I'S Revised Navemher 22, 2Q16 2D21 gRIDGE REHABII.ITATION �ONTRACT 2 CiTX PROJECT IYUMBZ.'Ii: 103097 017000-2 MdBILI"GATION AND REMOBiLiZATION Puge 2 of 4 1 2 3 4 5 6 7 8 9 za 11 12 I3 14 15 16 17 18 �9 LU 1) Mobilization s�all consist of the activities and cost on a Wozk Order basis necessary far: a} Transportation of Contzactoz's personneI, equipment, and operating supplies to the Site for tt�e issued Work Order. b) Establishzx�e�i of necessary general faciliEies far the Contractar's operation at the Site for the issued Work Order 2) Deznobilization shall consist af the activities and cost necessary for: a} Transportation of Contractor's personnel, equipment, and operating supplies irorn the Site including disassembly for each issued Work Order b) SiCe Clean-up for each issued Work Order c) Renaoval af a1T buildings or other facilities assernbled at the Site for each Work Oder b. Mobilization and Dernobilization do not include activities for specific items of wor� for which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization for Mzscellaneous Projects a. A Mobilization for Miscellaneous Frojects wl�exz d'zzacted by the Cit� and the mobilization occurs witi7in 24 hours of ihe issuance of the Work Order. B. Deviations from this Ci�y of Fart Wortk� Standard Speci�cation 1. None. 21 C. Related Specificataon Sectians include, but are nat necessarily limited to: 22 1. Division 0— Bidriing Requirernents, Contract Forms and Conditions of t�ae Contract 23 2. Division 1— General Requirements 24 1.� PRICE AND PAYMENT PROCEDiTRES 25 A. Measurement and Payment [Consult City Department/Division for ctirection an if 26 Mobilization pay item to be included or the item should be subsidiary. Include the 27 appropriate Sectzon 1.2 A. 1,] 28 1. Mobilizatian and Demobilization 29 a. Measure 30 1) This Item is considered subsidiary to Ehe various �tems bid. 31 b. Payment 32 i) The work performed and rnaierzals furnished in accordance with this Item 33 are subsidiary to the various Items bid and no other compensation will be 34 aJ lowed. 35 OMITTED 36 a} The vvork performed and materials furnished �or demobzlization in 37 accordance with this Item are subsidiary to the vazious Items bid and no 38 other compensation wiII be aIlowed. 39 2. Remobilization far suspension of Work as specifically required in the Contract 4Q Documents 41 a. Measurement 42 1) Measurement for this Item shall be per each remobilization performed. 43 b. �ayment CTTX OF FORT WORTH 2621 i3RiDGE RSHABILITATION CONTkACT 2 STANDARD COI�TSTRCJCTTON SPFCIRTCATIpN DOCUM�.NTS Cl'fY P1207ECT' NU1vIBER: I03097 ReviSed Navember 22. 2016 01700D-3 Iv�OBILTLA,'I'ION A1VI) AEIvI�T3TLiZATIOIV Yage 3 of 4 1 2 3 � 5 b 7 8 9 10 I1 12 13 14 15 1b 17 1$ 19 20 21 22 23 2� 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 A3 �4 45 c. � 1) The work perfarmed and materials fnrnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Specified Remobilization" in accordance with Contract Documents. The p�rice shall include: 1) Dezzzobzlization as desczibed in S�ction J..I.A.2.a.1) 2) Remobilizatioz� as descz�bed in S�ciion 1.I.A.2.a.2) No payments will be made for standby, idle time, or Iost profits assaciated this Item. 3. Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, fdIe time, or lost profits associated with ihis Item. 4. Mabilizations and DemobiIizations far MisceIlaneous Pzojecis a. Measuzement 1) Me�surement far Yhis Ttem shall be far each Mobilizat�an and DernobiIization required by the Contract Documents b. Payment T} The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" wiIl be paid for at the unit price per each "Work Order Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary Co mobilization and shall not be paid foz separately. c. The price shall incXude: 1) Mobilization as described in Section 1.1.A.3.a.1) 2) Demobi�ization as described in Section 1.1.A.3.a_2) d. No payments will be made for standby, idle time, or last pro�ts associated this IEem. 5. Emerger�cy Mobilizatians and Demobilizations for Miscellaneous Projects a. Measurement ]) Measurez�r�ent �or tk�is Itez�n siaall be foz each Mobilizaiion and Demobilization required by the Contract Documents b. Paymeni 1} The Work performed and materials furn.ished in accardance vvith this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Wark Order Emergency Mo6ilization" in accordance with Cantract Documents. Demobilization shall be considered subsidiary to mobiIization and shall not be paid iar separately. c. The price shall include 1} MobiIization as described in Section J..I.A.4.a) 2) Deznob�lization as descz�bed in Section X, i.A.3.a.2) d. No payna�z�ts will be z�ade for standby, idle time, oz lost profits assocaated this Item. 46 1.3 REFERENCES [NOT USED] 47 1.4 ADMINISTRATIVE REQUIREMENTS �NOT USED] crr�r o� �o�� vo�x�r� zoza z�z�m�� x�x�z�z�.z�ra�rzaN co�v�rxAc�r z STANDARD CONSTRUCTION SPECIFICATIQN DOCUMEI�'FS C1I'Y PRQIECT NUMBER: ] 03047 Revised November 22, 20Ib 017D00-4 MOBI7.IZA'�'ION AND REM4BILIZATION Page 4 of 4 1 ]..5 SLTBMITTALS [NOT USED] 2 1.6 INFORMATIONAL 5UBMFTTALS [NO'1 USED] 3 1.7 CLOSEOUT SUBM�TTALS [N�T USED] 4 1.8 MAINTENANCE MATERTAL SUSMITTALS [NOT USEDI 5 I.9 QUAL�TY AS,SURANCE [NOT USED] 6 1.10 DEL�VERY, STORAGE, AND HANDLING [NOT USED] 7 l.l l FIELD [SITE] C�NDITIONS [NOT USED� 8 1.12 WARRANTY [NOT USED] 9 PART 2- PRQDUCTS [NOT USED� 10 PART 3- EXECUTION [NOT U�ED] ll 12 �N�u ux' 5�.� i iuN Revision Log DATE NAME SUMMARY OF CHANGE 1 ll221[ b Michae3 Owen 1.2 Price and Payment Proced�res - Revised speciFication, including blue text, to make specification flexible for eiYher subsidiary ar paid bid item for Mobilization. 13 CITY OF FDRT WORTH 202] BAIDGE REHABILiTATTON CONT'RAC"T 2 3TAN�AR.� CONSTRUCTION 5PECIFICATiOI�f DOCCJMEN'1'S CITY PROIECT NiTMBER: ]03097 Revised November 22, 2016 ai7rz3-i CDNSTRUCT[ON STAKING AiVD SURVEY Page 1 of 8 I 2 3 PAxT z - G�civ�c�L SECTION 01'�1 �3 CONSTRUCTION STAKING AND SURVEY 4 l.l SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 10 11 I2 1.� 13 14 15 Ib 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 3b 37 38 39 40 41 C. ReIated Specificatiar� Sections inc�ude, but are not necessarily limited to: 1. Division a— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements PRICE AND PAYMENT PROCEDL]RES A. Measuz�zxient ar�d Payxn�nt 1. Construciion Stakin� a. Measurement 1} Measurement for this Ttern shall be by lump sum. b. Payment 1) The wori� 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 "Construction Staking" shalI be made in partial payments pzozated by wor� coznpleted compazed to total work included ix� th� lwrx�p suzn ziern. c. The price bid shal� include, but not be limited io the following: 1) Verification of control data pro�ided by City. 2) Placement, maintenance and replacement of required stakes and rnarkings in the field. 3} Preparation and submittal of construction staking documentation in the form of "cut sheets" using t�e City's standard template. 2. Construction Survey a. MeasuremenC 1) Tbis Itexxz zs considered subsid'zary io t�e vaz�ous Items bzd. b. Payment 1) Tk�e woz�C pez�ozmed and the matezials furnished in accozdance wit� this Tiem are subsidiary to the various Ttems bid and no other compensation �rill be aIlowed. 3. As-Built Survey a. Measurement 1} Measurement for this Item shall be by lurrip sum. b. Fayment 1) The work performed and the naaEeriaJs fuz�nished in accordance with this Item shall be paid for at the lump sum price bid for "As-Bu�lt Survey". CITY OF FORT WORTH STANDARD CQNSTRUCTIQN SPECIFICATION DdCUMENTS RcWiscd Fe�raary 14, 201$ 2021 BRIDGE REHABILITAPPON CONTRACT 2 City Project Numher ]03097 01 7123 - 2 CONSTRUCTIOIV STATCTI�G AI�ID SCTI2V�X Page 2 of 8 1 2 3 4 5 6 7 8 9 2) Payment for "Construction Staking" sha11 be made in partial payments prorated by woxk campleted compared to total work included in the lump sum it�zzz. c. The pz�ce bid shall include, but not be limited to the following:: 1) Field measurements and survey shots to identify locataon of coxnpleted facili�ies. 2} Documentatian and subixuitaJ. of as-built survey data anto contractor rediine plans and digztal survey fiies. 10 1.3 REFERENCES 11 12 13 1 �4 15 16 17 A. Definitions l. 2. 3. 4. Conslzuctian Sur�vey - The survey measurements made priar to or while construc�ion is in progress to con�rol elevation, horizontal posztaon, dinne�szons and con�guratian of sEructureslimprovements included in the Project Dzawi�gs. As-built Survev —The measurements made after the constzuctzon of the improvement features are camplete to pzovid� positian coordinates for the features of a project. Construction Stal�n� — The placement of stakes and markings to provide offsets and ele �atzons to c::t and fill in arder to l�cate �n the ground the des:gned structu.reslizraprovements included in the Project Drawings. Construction staking shall include staking easements andlor right of way if indicated on the pJ.ans. Survey "Field Checks" — MeasuremenCs made aftez� construction stalcing is corr�pleted and befare construction work begins to ensure that structures marked on the ground are accuraCely located per Project Drawings. 18 i� 20 21 22 23 24 25 2b 27 28 29 30 31 32 33 1. City of �'ort Worth — Canstruction Staking Standards (a�ailabJ.e on City's Buzzsaw website} -- O1 71 23.16.01_ Attachment A_Survey Stai�ing Standards 2. City of Fort Worth - 5tandard Survey Data Coll�ctor Library (fxl) files {available on City's Buzzsaw website}. 3. Texas Department of Transportation (TxD4T} Svr�ey Manual, latest revision 4. Texas Sociery of Frofessionai Land Sur�veyors (TSPS), Manual of Practice for Land Suzveyi�g in the State of 'T'exas, Category 5 34 1.�t ADMINISTRATNE REQUIREMENTS 35 A. The Contractor's selectian of a surveyor must campIy with Texas Government 36 Code 2254 (qualifications based selectian) fflr this praject. 37 l.5 SUSMITTALS 38 A. 5ubmittals, if required, shall be in accordance ,vith Sectron 01 33 OQ. 34 B. All submittais shall be received and re�iewed by the City prior to delivery of work. 40 1.6 ACTION SUBMITTALS/INFOIZMAT�ONAL SUBMITTALS 41 A. Fi�id Quality Cantral Submittals B. Technical References CTTY OF FOR'I' WQRTH 2D21 SRIDGE REHABILP['AP['ON CONTI2ACT 2 STAIVDARD C4NSTR[JCTION SPECIFICATION DOCUMENTS City Project Number 103097 Rer�ised Tehruary Z4, 2018 017123-3 CONSTRUCTION STAKING AIVD SURVEY Page 3 of 8 1 1. Docuzn�ntaiion verifying acc�u-acy of fi�id �ngin�ez�ing work, including coordinate 2 conversions if plans do not indicate grzd ar �round coordinates. 3 2. Subrnit "Cut-Sheets" conforming to the standard template pravided by the City 4 (refer to 01 71 23. I6.01 — Atrachmeni A-- Survey Staking Standards). 5 1.'� CLOSEOUT SUBM�TTALS 6 B. As-built Redline Drawing Submitial 7 8 9 10 11 12 13 14 15 � 2. Submit As-Buiit Survey Redline Drawings documenting the locatians/elevations of constructed improvements signed and sealed by Registered Professional Land Surveyor (RPLS) responsible for the work {refer to O1 71 23.16.01 — Attachment A — Sttrvey Staking Standards) . Contractor shall submit the proposed as-built and completed red�ine dzawing subzzaitta! one (1) wee� przor to sck�eduliz�g t�ae pzojeci fnal izzspection for City review and comment. Rev�iszons, if necessaz�y, shall be irx�ad� to the as-buzit z�edline drawings and resubmitted to the City prior to scheduling the canstructian final inSpeLtibn. 16 1.8 MAINTENANCE MATERIAL SUEMITTALS [NOT USED] I7 1.9 QUALXTY ASSURANCE 18 A. Construction Stal�ing 19 1. Construction staking will be perfarmed by the Contractor. 20 21 22 23 24 zs 26 27 28 29 30 3I 32 33 34 3S 36 37 38 39 40 4I 42 A3 2. Coordination a. Contact City's Froject Representative at leasC one week in advance notafyixzg the City of when Cons�-uctzo� Stakang is scheduled. b. It is the Contractor's responsibzlity to coozdiz�ate staking sucl� that construction actzvities are nat delayed or �egatively impaeted. 3. GeneraI a. Contractor is responsible for preserving and maintaining stakes. If City s�rveyors are required to re-stake for any reason, the Contractor wiil be responsible for costs to perform staking. Ii in Che opinion of the City, a sufficient number of stakes or markings have been losC, destroyed disturbed or omitted thaC the contracted Work cannot tak� plac� tk�en the Contractor will be requized ta stake oz ze-siake the deficient areas. B. Construciion Survey ]. Constzuction Survey wili be performed by the Cnntractar. 2. Caordination a. Contractor to verify that horizontal and vertical control data establ�shed in the design survey and required for construction survey is available and in place. 3. General a. Canstruction survey will be perfarmed in order to construct the work sI�own on the Construction Drawings and specified in the Contract Documents. b. For construction methods other than open cut, the Contracior shall perforzn construction survey and verify coz�t�ol data i�acluding, but not limited io, the following: 1) Vexification ihat estabIished benchmarks and control are accurate. CITY OF FORT WORTH 2O21 I3AIDGE AEHABILITAITON CON"I`RACT 2 S'I'A1V17� CON5IRUCTTON SPECIFICATIOIV DQCUIvIENTS City Project Number 103097 Revised Febrvary 14, 201$ 017123-4 CONSTRUCTION STAKING ANQ SUAVEY Page 4 oP 8 1 2) Use of Benchmarks to furnish and maintai�n aII zeference lines and grades 2 for tunneling. 3 3) Use af line and grades to establish Y1�e Iocation of the pipe. 4 4) Submit to t�e City copies of field notesused to establish all Iines and 5 grad�s, if requested, and allow the City to check guidance system setup prior 6 ta b�ginx�ing each tunneling drive. 7 5) Pravide access for the City, if requested, to verify the guidanc� syst�zn and 8 the line and grade o� Che carrier pipe. 9 6) The Contractor remains full.y rasponsibie far the accuracy of the work and 10 correction of it, as zequzzed. 11 7) Monitor line and gz�ade continuausly during constructian. 12 8) Record deviation with respect to design line and grade once at each pipe 13 joint and subz�rzii daily records to the Ciry. 14 9} �F the installation does not meet the specified talerances {as outiined in 15 Seciions 33 05 23 and/or 33 OS 24), imrnediately notify the City and correct 16 the installation in accordance with the ContracC Documents. 17 18 19 ZC 21 22 23 24 25 26 27 28 C. As-Built Survey 1. Required As-Built Survey will be perfarmed by the Contractox. 2. Coordination a. �^..Ori�I'aCiGI IS ia CGGiC%illa�G vVAt� �It� iG COIl�iTIii'GV�'ilCi3 fCc�i'uI'CS TCCjiL"i� c�5- built sur�eying. b. It is the Contractor's responsibility to coordinate the as-built survey and required measurements for items that are to be buried such that constructian activities are not delayed ar negati�ely impacted. c. For sewer mains and water mains 12" and under in didmeter, it is accepta6le ta physically measu�re depth and mark the location dur�ng the progress of construction and tak� as-huzlt survey after the facility has been burred. The Contractox is responsible for the quality control needed to ensure accuracy. 29 3. Genezal 30 a. The Cantractor shall provide as-built survey including the elevation and 3l focation (and pro�ide written documentatzon io the City) of construction 32 features during the progress of the constxuetion including the following: 33 34 35 36 37 1) Water Lines a) Top of pipe el�vataons and coordinates for waterlines at the foIlowing locataons: (1} Minimum every 250 linear feet, including (2} Horizontal and vertical points of inflection, curvature, 3 S etc. 34 (3) Fire line tee 4D (4) Flugs, stub-outs, dead-end lines 4I (5) Casing pip� (each end) and all buried fittings 42 2) Sanitary Sewer 43 a) Top of pzpe elevations and caardinates for force mains and siphon 44 sanitary sewez lines (non�gra�ity facilities) at the following locations: 45 (1) Minimum every 250 linear feet and any buried fittings �46 (2) Horizontal and vertical points of in�ection, curvature, �7 etc. 48 3) Stormwater — Not Applicable C1TY OF FORT WOR'1'H Z021 BRIDGE REHABILITAITON CONTf2AC'P 2 STANDA,I2TJ CONSTRUCTIQN $PECIFICATION DOCLTMSN'iS City Pznject Number 103097 Revised FeUruary 14, 2�18 017123-5 CONSTRLIC'I`ION STAKING AN➢ SUAVEY Page 5 of 8 1 2 3 4 5 6 7 S 9 10 11 12 I3 14 lS 16 17 I8 19 20 21 22 23 24 b. The Contractor shalI provide as-buzlt suzvay i�cluci�ng tlae elevation and location (and provide vc�ritten documentation to the City) of constr�ction features after the constre�ction is completed including the following: 1} Manholes a) Rim and flowline elevations and coordinates for each manhole 2) Water Lines a) Cathodic protection test stations b) Sarnpling stations c) Meter boxes/vaults (All sizes) d) Fixe hydrants e) Valves {gate, butCerfly, etc.) � Aiz Release valves (Marzlaol� riz�rz ax�d vent pipe) g) Blow off valves (Manhole �iz�rz and valve lid} h) Pressure pdane valves i) Underground Vaules (1) Rim and flowline elevations and coordinates for each Underground Vault. 3) Sanitary Sewer a) Cleanouts (1) Rim and flowline elevations and co4rdinates for each b) Manhales and 7unction Structures (1) Rim and flowline elevatians and coordinates ior each znanhole and junction structure. 4) Stormwater — Not Applicable 25 1.10 DELIVERY, STOR.A.GE, AND HANDLING [NOT USED] 26 1.11 FIELD [SITE] CONDITIONS [NOT USED] 27 1.12 WARRANTY 28 PART 2 - PRODUCTS 29 30 3l 32 33 34 35 36 37 38 39 4Q 41 42 43 �4 A. A construction survey will produce, but wilI not be limitad to: 1. Recovery of relevant control points, points of curvature and points of intersection. 2. Establish temporary horizontal and vertical control elevations {benchmarks} sufficiently permanent and located in a manner to be used tlu�oughout construction. 3. The location ot� planned faciliiies, easements and improvemenEs. a. Establzshing final iine and grade staices far piers, flaors, grade beams, parking areas, utilities, streets, highways, tunnels, and ather construction. b, A record of revisians or correctians noted in an orderly manner for reference. c. A cErawing, when required by the client, indicating the horizontal and vertical location of faciiities, easements and improvements, as built. 4. Cut sheets shaIl be provided to the City inspector and Survey Superintendent far al� construction staking projects. These cut sheets shall be on the standard city template which can be obtained from the Survey Superintendent (817-392-7925). 5. Digitai survey files in the following fornaats shall be acceptable: a. AutoCAD (.dwg) b. ESRI Shapefile (.shp) C1TY OF FORT WORTH 2O21 BRIDGE REHABILITAITON CONTRACT 2 STANDA12Ta CONS'['12UCTION SPECIFICATIQIV DpCLTMENTS City Project Number 103097 Revised February 14,2018 017I23-6 CONSTRUCT`ION STAKING AND SURVEY Pag� 6 of S I c. C5V file (.csv), formatted with X�nd Y coordinates in separate columns (use 2 standard templ�tes, if av�ilable) 3 6. 5urvey files shall include vertical and horizantal data tied to original project 4 control and benchmarks, and shali incl�de feature descriptions 5 PART 3 - EXECUTION 6 3.1 INS7['ALLERS 7 A. Talerances: S 1. The staked location of any improvement or facility should be as accurate as 9 practical and necessary. The degree of precision r�quized is dependent on many 10 factors aii of which z►�ust zemazn judgmental. The tolerances listecE hereafter are ] 1 based on g��aexatities and, �nder certain circumstances, shall yield to specific 12 requirements. TI�e surveyor shall assess any situatian by review of t�e overall plans 13 and thzough consultation with responsi6le parties as to the need for specif c 14 ioleran ces. 15 a. Earthwork: Grades for earthwork ar rough cut should not exceed 0.1 ft. vertical 16 tolezance. Horizontal alignment for earthwork and rough cut should not exceed 17 1.Q ft. tolerance. 18 b. Horizontal alignment on a structuz�e s�all be within .0.1ft tolerance. 19 c. Pa�ing or concrete For streets, cuz�bs, gutters, parking areas, drives, alleys and 20 walkways shall be located within the con�nes of the site boundaries and, 21 occasionally, aIong a boundary or any other restrictive line. Away from any 22 restrictive line, these facilities should be staked with an accuracy producing no 23 more than O.OSft. tolerance from their specified locataons. 24 d. Underground and overhead utilities, such as sewers, gas, water, �elepl�one and 25 electric lines, shall be located harizontalIy within their prescribed areas or 26 easements. Within assigned axeas, these utilities shauld be staked with an 27 accuracy producing no more than 0.1 ft tolerance from a specified loca£ion. 28 e, The accuracy required for the vertical location of utilities varies widely. Many 29 underground utilities require only a minimum cover and a talerance of 0.1 ft. 30 should be rnaintained. Underground and overhead utili�ies on planned pzo�le, 31 but not depending on gravity flow for performance, should not exceed 0. J ft. 32 tolerance. 33 B. Sur�eying instruzn�x�ts sk�ali be kept in close adjusY�nent according to manufacturer's 34 specifications or in complza�ce to standards. The City reserves the right to request a 35 calibration zeport at any time and recommends regular maintenance schedule be 36 performed by a certifzed technician e�very 6 months. 37 1. Field measurements of angles and distances shall be done in such fashion as to 38 satisfy the closures and tolerances expressed in Part 3.1.A. 39 2. Vertical Iocations shall be established from a pre-established benchmark and 4Q checked hy closing to a different bench mark on the sazx�e datuzn. 41 3. Construction sur�ey field work shall correspand to the client's plans. 7i'regulari�ies 42 ar conflicts Found slaall be reported promptly to the City. 43 4. Revisions, correcCions and ather pertinent data shall be logged for future reference. 44 Cli'Y Ol� FORT WORTH STANDARD CONSTRUCTION SYECIFICATION T]OCUMENTS Ttevised February 14, 2018 2021 BRIDGE REHABILITAITOI�i CON'PRACT 2 City Pxojecl Num6er ]03Q97 1 3.�, EXAMINATION [NOT USED] 2 3.3 PREPARATION [NOT USED] 3 3.� APPLICATION 4 3.5 REPAIR / RESTORATION DY7123-7 CONSTRUCTION STAKi#+iG AND SURVEY Page 7 af S S A. T� the Contractor's wark damages or destroys ane or more of the control 6 monuments/points set by the City, the mon�ments shall be adequately referenced for 7 expedient restaration. S 1. Notify City if any control data needs to be restored or replaced due to damage 9 caused during construction operations. 10 a. Contractor shaIl perfarm replacements and/or restorations. 11 b. The City may require at any time a survey "Field Check" of ax�y znonuz�r�ent 12 or benchmarks thaC are set be verified by the City surveyors before further 13 associated work can z�r�ove forwazd. 14 3.6 RE-IN�TALLATION [NOT USED] 15 3.7 FIELD Io�] SIT� QUALITY CONTROL 16 A. It is the Coz�tzactoz�'s responsibility to maintain all stakes and control data placed by the 17 City in accordance wzt�a ti�is Speci�cation. This zncludes easements and right of vvay, if 1$ noted on the plans. T9 B. Do not change or relocate stakes or cantrol data without approval from the City. 20 3.8 SYSTEM �TARTUP 21 22 23 24 25 26 27 28 29 30 31 32 33 34 A. Survey Checks 1. The City reserves the right to perform a Survey Check at any time c�eemed necessary. 2. Checks by City personnel or 3rd parry contracted surveyor are not int�nded to reiieve the contractox� of k,us/her zespar�sibilaiy £oz accuracy. 3.9 ADJUSTING [NOT USED] 310 CLEANING [NOT USED� 3.11 CLOSE�UT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.1.3 MA�NTENANCE [NOT USED] 314 ATTACHMENTS [NOT USED] END OF SECTION Revision Log G1TY OF FORT W012TH STA1+�llA1ZD CONS`1"TtiJCTION SPEC�ICATION DOCUMENTS Revised Tebruary 14, 2Q18 2021 BRiDGE REHABILITAITON CONTRACT 2 City Project Number 103097 017123-8 CONSTRUCTIOI� STAKITIG AND SURVEY Page 8 oP 8 DATE NAME SUMMARY QF CHANGE 8/31/2012 D.Johnson Addcd insmaction and modi�ed measuxement & payment under T.2; added 8/31/2017 M. Owen deiu►itions and refexences under [.3; madified l.b; added 1.7 closeoat submittal requirements; modified 19 Quality Assurattce; added PART 2— PRODLCTS ; Added 3.1 Instal�ers; added 3.5 Repair/i2estorahon; and added 3.8 System Startup. l�ezrzoved "blue text"; revised measurement and payment sections far Constructson 5taldng and As-Built Survey; added reference to selection compliance with TGC 2/14/2018 M pwen 2254; re�ised action and Closeout submittal requirements; added acceptable depth measurement criteria; re�ised list of items requiring as-built survey "during" and "after" construction; and revised acceptable d'ag�ital survey file forsnat C1TY OF NOR1' WORTH STANDARD CONSTRUCTION SY�CIFICATION DOCUMENTS lie�ised February 14, 2018 2021 SRIDGE REHABLLITAITON CON'IRACT 2 City Piroject Number 103Q97 � S�c�ion 01 71 Z�.01- Attachr�ent � Suru�y Staking Standa�ds February 20Z7 C;\Users�lslam�i'�AppData\Local�Temp�01 71 23.16.01_Attachment A�,Survey Staking Standards.docx Page 1 of 22 These prncedures are intendecf to pro�ide a standard method for canstruction staking services associated with the City of Fort Worth projects. �"hese are not to be cansidered all inc[usi�e, but only as a general guideline. For projects on 7XDOT right-of-way or thraugh jaint TXDQT partitipation, adherence to the TXDOT Survey fVlanual shall be follawed an�f if a discrepancy arfses, the TXDOT manual shalJ prevail. (http://on�inernan�als.ixdot.�o�/txdo�man�als/ess/ess.pdf) lf yau ha�e a un�qu� circumstance, please consult with the praject manager, inspec#or, or sur�ey department at 8�.7-392-7925. Table of Contents I. City of Fort Wor�h Contact inforrnaiion II. Constructian Colors lll. Standard Stalcing Supplies IV. Survey Equipment, Control, and Qaturn Standards V. Water Staking VI. Sanitary Sewer Staking VII. Storm 5taking VIII. Curf� and Gut�er Staking IX. Cut Sheets X. As-l�uilt Survey C:�Users�lslamT�AppData�Local�'Temp�0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 2 of 22 � � Surr�ey �epar�meni Contaci In�ormaiion Physical and mailing address: 8851 Camp Bowie West Boulevard Suite 300 For� Worth, Texas 76f16 Office: (817) 392-7925 Survey Superintendent, direct line: (8�7} 392-8971 COf'15�1'UC'�IO17 CO�OCS The following colors shafl be used for staking or identifying features in the field. This includes ffa�ging, paint of laths/stakes, paint of hubs, and any identification such as pin flags if necessary. Uti f ity PROPOSED EXCAVATfON ALL ELECTRfC AND COI�DUITS POTABLE WATER GAS �R 01� TELEPHONE/FIBER OPTIC SURV�Y CONTR�I. POINTS, BENCHMARKS, PROP�RTY CORf��RS, RIGHT-QF-WAYS, AND A1.L PAVING INCLUDING C�1RB, SIDEWALK, BUlLDfNG CORNERS SANITARY S�WER IRRIGATION AND RECLAIMED WATER � Standard Sfaking Supplies Calor WH ITE . � "• I YFI,I_c711� {}I�AI�tG� i'IN� . �.2; t i ,� ��lk1�C�v�1l. r_ ..�., �. - — - Item fViinimum size Lath/5take 36" talf Wooden Hub �2"x2" min. square preferred) 6" tall Pin Flags (2.5" x 3.5" preferred) 21." long Guard Stakes Not required PK or Mag nails 1" long Iron Rods (1/2" or greater diameter} 18" �ong Survey Marking Paint Water-basec! Flagging 1" wide Marking Whiskers �feathers) 6" long Tacks (for marking hubs) 3/4" long C:\Users�1slamT�AppData\Loca1�Temp�017123.16.01 Attachment A 5urvey 5taking Standards.docx Page 3 of 22 IV. Sur�ey Equipment, Control, and �atum Standards A, City Benchmarks All city benchmarks can be faund here: http:J/fortworthtexas.�ov/itsolutions/GIS1 Look far'Zoning Maps'. lJ�der `Layers' , expand `Basemap Layers', and check an 'Benchmarks'. B. Con�entional or Robotic Tntal Station �quipment I. A minimum of a 10 arc-second instrumeni is required. II. A copy of t1�e latest calibratian repori may be requested by the City at any time. It is recomrr►endecE that an instrument be calibra�ed by certified technician at least 1 occurrence e��ry 6 months. C. Network/V.R.S. and s#atic Gp5 Equipment I. It is critical that the sur�eyor �eri#'y the correct harizontai and �ertical datum prior commencing work. A site cafibration rr�ay be required and shall consist of at least 4 control paints spaced e�enly apart and in �arying quadrants. Additio�ai field checks of the horizontal and �ertical accuracies shall be completed and the City mav ask for a copy of the calibration repart at anY time. Network GPS such as the Westem Data Systems or SmartNet systems may be used far staking of praperty/R.O.W, farced-main wat�r lines, and rough-grade only. No GPS staking for concreie, sanitary sewer, storm drain, final �rade, or anything that r�eeds �ertical �radin� with a tolerance of O.ZS' ar less is al[owed. D. Contral Points 5et !. All contral points set shall be accompanied by a lath with the appropriate Northing, Easting, and Ele�ation (if applicable} of the point set. Control points can 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 optional, but preferred if the cap is marked `control point' or similar wording. 11. Datasheets are requireti far al{ cantrol points set. Datasheet shauld include: A. Harizontal and Vertical Datum used, Exatrtple: �[.A.D.83, North Central Zone 4202, NAVD 88 El��ations B. Grid or ground distance. — If ground, pro�ide scale factor used and f�ase point caordinate, Example: C.S.F.=0.999125, Base point=North: 0, East=O C. Geoid model usec�, Example: GEOIDI2A C;�Users�ls{amT�AppDa#a�Local�i'emp�01 71 23.16.01_Attachment A_Sur�ey Staking Standards.docx Page 4 of 22 E. Preferred Grid Datum Although many plan sets can !�e in surFace coardinates, the City's preferred grid datum is listed below. Careful cansideration must be taken to verify what datui-n each praject is in prior to beginning work. It is essential the surveyor be farniliar with coordina�e transfarmations and how a grid/surface/assumed coordinate system affect a project. Projected Coordinate System: NAD_1983_StatePiane_Texas_North_Central�FIP5�42Q2�Feet Projection: Lambert_Conformal_Conic False_Easting: 1968500.ODOODfl00 Fa Ise_North ing: 6561666.66666667 Central Mer�dian: -98.5000Q000 Standard Parallel 1: 32.13333333 Standard Parallel 2: 33.96666667 Latitu d e_Of_O rigi n: 31.66666667 L.inear Unit: Foot US Geographic Coordinate System; GCS_North_American_�.983 Datum: D North American �983 Prime Meridian: �reenwich Angu�ar Unit: Degree IVote: Regardless of what datur� each particular project is irt, cteliverables tq �he City must be cc�nverted/transia�ed into this �referred grid daturn. 1 copy of the deliverable should be in the project datum (whate�er it may be} and 1 copy shQuld �e in the NA[38�, iX North Central 4202 zone. See Preferred File Namina Converitipn �aelpi,s� F. Preferred peliverable Format txt .csv .dwg .job G. Preferred Data Farmat P,lV,E,Z,�,N Point Numlaer, Nprthing, Easting, Elevation, Description, Notes (if applicable) H, Preferred File Naming Conr►en#ion This is tl�e preferred format: City Project Number Description_Datum.csv �xample f�r a praiec� �hat �as s�rface coordinates which must be translated: File 1: C1234 As-built of Water on Main Street Grid kVAD83 TXSP 4202.csv File 2: C1234�As-built of Water on Main Street_Project SPecific Datum.csv C:�Users�lslamT�AppData�Loca1�Temp�D1 71 23.16.01_Attachment A_Survey Stalcing Standards.docx Page 5 of 22 Exam le Control Sta�Ces � � � � � � � � � � � � � � _ �� rJ�j � � :�' [� � � L�! _J �- L'[] � � �'� C„� £1._ � 1f�1C ;::��> � � � � � W __.l W ��... — � �.1i.1. l]V3 � � � � . � � t.:... ; � � � ^�'`` ~ � �� LA_ ___I t� _� �r�y �� l.1_. —y�y�� — t i }� � ...✓ � � U � �: �P �1 �-��.�D �� i�)� i � � � � � � �� [.� �=5�0�.�� H " � rJ� � tiJ � � � � ('� � �»J � � � — � � � � �� -.✓ � I.i l b.l ��{�� 1 � I � W (� � � � C:\Users\1slam�AppData�Local�7emp�01 71 23.16.01_Attachment A_5urvey Staking Standards.docx Page 6 of 22 1/. 1lVafier Stakin� 5fiandards A. Centerline Staking -- Straight Lir�e Tangents I. Offset lath/stakes every 20Q' on e�en s�a�ions II. Painted blue lath/stake onfy, no hub is required III. Grade is to top of pipe (T/P) for 12" diameter pipes or smalfer 1V. Grade to flow line (F/L) for 16" and larger diameter pipes V. Grade shauld be 3.50' below the proposed top of curb line far 10" and smaller diameter �ipes VI. Grade should be 4.00' belaw the proposed top of curb fine for 12" and larger diameter pipes VI�. Cut 5heets are required an all staking and a copy can be received from the survey superintendent Opi-ianal: Actual stakes shall consist of a 60D nail or hu,b set with a whisker B. Centeriine Staking - Cur�es I. If arc length is greater than 100', POC (Paint of Cur�ature) offset stakes should be sei ai a 25' interval [I. Same grading guidelines as above I11. 5taking af radius paints of greater than 1fl0' rriay be omitted C. Water Meter Boxes I. 7.fl' perpendECUlar offset is preferred to the center of the box !L Center of the rneter should be 3.�' behind the proposed face of curb Ili. Meter shauld be staked a rr�inimum af 4.5' away from the edge of a driveway IV. Grade is ta to� of box and should �e +0.06' higher than the proposed top of curb unless shown atherwise on the plans D. Fire Hydrants I. Center of Hydrant sho�ld be 3.0' behind proposed face of curb li. Sur�ey offset stake should be 7.0' frorn the center and perpendicular to the curb line orwater main III. Grade of hydrants should be +0.30 higher than the adjacent top of curb E. Water Val�es & Vaults I. Offsets should be perpendicular to the proposed water main II. RIM grades should only be provided if on pians C:�Users\Islami�AppData�Local�Temp\01 77. 23.1b.01_Attachment A_Survey Staking 5tandards.docx Page 7 of 22 Example 11Va�er Stakes ��tiF "qT � � �,�+�.� � '�...../ � � � � L� �' � � .�,. 7' a/S � ai+/� � � � � � � � � � � � �I � � [li �...._ 2 � � � J 4.iJ � t� �� i7.1 � � � �h � � � � � L�a � �� C� � �� ._1 � 7' 0 %S � Vi+/L � � - � � w � � es z Y � r-- � � U,t � � � F� �� . C-3.SF �� w �=�� w�a o�� o � �� tan EL- l01 3fi' . � � � � � � � � � �,L � � � � '�.r V � � C) t- � L} Y � � �� ... �� t� r � � 's ti ;.. s � t} 4 � 3 7.�.»�'""� 1 r �� .�___..___ �.. ��m�' '.- �ram � f�a.a� ��, c—�.�1 �.._ _ � � � Lii.t �� t � � � -a W 0. � � � � W F Z � � � � � ,ti �� I ��- � � f,J � �� :"" �� O � � � � � i01@ .�,.- lQi},Q � � '� � � w F a � :K { .�.. � n � :t p �� ! Vi J J m CL (i Q � � m .t ry F-� �� F� �� m �= �� t Y i 1j A � � �� p�� L�t�� plLn� �� ,-�..+� � �T � I� � .A �� C;�Users�1slamT�AppData�Local�Temp�0171 23.16A1_ACtachr�ent A_Survey Staking Standards.docx Page $ of 22 Vl. Sanitary Sewer Sfaicin� A. Centerline Staking — Straight Line Tangents L Inverts shall be field verifi�d and compared against the plans before staking II. Painted green lath/s�ake WITN hub and tack or marker dot, r�o flagging required ill. 1 offset stake between manhofes if manholes are 400' or �ess apart IV. Offset stakes shoufd be locat�d at even clistances and p�rpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted VL If muitiple lines are at one manhole, each lin� shall ha�e a cut/fill and direction noted Vil. 5takes at every grade break Vlfl. Cut sheets are required on all staking Qptional: Act'ual st'akes shal! cansist of a baD nail or hub set witi� a whisker B. Centerline Staking -- Curves !. If arc length is greater than 10Q', POC (Point of Curvature] offset stakes shaulc! be s�t at a 2S' int�rval II. 5taking of radius points of greater than 10a' may be omitt�d C. Sanitary Sewer Manhales f. 2 ofFset stakes per manhole far the purpase of �ravidirtg alignment to ihe contractor 11. Flowline grade should be on the lath/stake for each flowiine and directian noted III. RIM grade should only 6e on the stake when pro�ided in the plans C:\Users\IsfamT\Appaata�Loca1�Ternp�017123.16A1_Attachment A_Survey Staking Standards.docx Page 9 af 22 Example Sanitary Sewer 5#a[ces � � � � � � � � � � � tl7 -,_.+ � �� -, � � �� _____�.__ ____ .__. _� � - .�..�._.. �:�n��-- �--� wW�. �_. � � ' w�� . �� T�-��.�� II �� w�.�� .�� w �X � h y'^ � �i �� t ,;._� .,m-��._.�_.�.�.�._ ��.:mm.�..._�_..� _ . �.�WW : ti b�5 �,WSS��7'A 3+�#��sn�_G 3� �f_�x_��3s?�� C-0�. '� t�.�._ __ u � � I w f--- 1 � � �� "�� C�7 ¢ A��°��ols��.�s� � �. .��w......� �y �� .. __ ______�__��_ �, �� w_ � �;_.; �� ..... � ::�� _, � �� r � � ' ii! �� v � CA � i� .. � d � � �� # r. �� n � � � �� . � f.��/��5�`._� ,�t�c � � � � C3 � � r�-'-�1 � K7� 5�' �3,, �� `„ � � G �ri�; OJ� � Ss �� sra-a+c;��, � c-.a� ��c--s�- � c-a�mm � �� ri = . . � � G_��,�.�� .�� ,� � �.� �, �., -w � � � �w� `�� n u � �� . � K� � n'�; � r�- v� �� z� �� +J�� jls m� � Q .� � 31 � �. � � �� : �� [; y,� G}Iz. �0. �� a� �� w ��S � � �� i � �_�� - �� ; F� � �� '� � �� , , _u..,.»..-.-...�....-,....„, � �� .' �� ,�/ �- �n u3 �� 5 . in ,� .� � �� 1 � ��r��.j _ �� j�' � F � W � 1 � S F, i w r`�"f' � � �, .` 1 aam�r-�«- �, � �:�.a��:WW �� W ��:.. � � �� F� �" � �� w Q.. FUi�! + �� w� T� �r� w� �,� �n �� I �� i�� Vi � � �� n� �� .,�� a�� a�,. 'z' `° � C:�Users�1slamT�AppData�Local\Temp�0171 23.16.d1_Attachm�nt A_Survey Staking Standards.docx Page 10 af 22 VlI. Storm Sewer S� inie� Stakin� A. Centerline Staking -� Straight Line Tangents I. 1 offset stake e�ery 200' on e�en statians II. Grades are to flowline of pipe unless otherwise shown on pians f II. Stai�es at every grade break IV. Cut sheets are requirer� on all staking Optiona�: Actual stakes shall consist of a 60D nail ar hub set with a whisker B. Centerli�e Staking — Curves I. If arc length is greater than Z00', POC (Poir�t of Curvature) offset stakes should be set at a 25' interval li. 5taking of radius paints of greater than �.00' may be omittec! C. Storm Drain Inlets I. Staking distances should be measured from end of wing II. 5tandard 10' Iniet = 16.00' total I�ngth I11. Recessed 10' Inlet = 20.Q0' total length 1V. Standard double 10' inlet = 26.67'total length V. Recessed double 70' iniei = 30.67' totaR length D. 5torm Drain Manholes f. 2 offset stakes per manhole for the purpose of pro�iding afig�m�r�t to the contractar il. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when pro�ided in ihe plans C:�Users�1slamT�AppRata�Laca1�Terrtp\01 71 23.16.01_Attachment A_Survey 5taking Standards.docx Page �.J. af 22 E�ample Storm Inlet Staices �ril.iC\ (5oe Fxar�c �.aw.j ae�irr # �. � I �a� t7�:f�nu+ �, E� �-.L_� � - FR(�NT {sia� F�a��r�c �� :�::�.� � - � � � � v�1 I ; � T+ C7 O � i � � m . 1 ; � 2 � �IDENT1F1E9 45MICH EFID �]F TFIE '�1Fa� —�i � ��IN� 9TPJCEU . �' ] � � 4 �' 1 '. # r � �-� � _. ;�'•a ` ; • � � ,�l,� : $ ir��.�r s-r3nora j� (IF NC}TECs Ola PL iM9) =. .� ir�r��n�� c�At� ��:� 7{i T�JP CF LUftB �� O � ��ia�rmFl�s c�.aa� r� �r.ow�r�� n I � � �F's�i4 {SOE F.�F{G R.QW_} �e+r+r � � HU� F.i.�Vh�l0Y3 e F�f� C� N T (siaE ��,�i�� ) F� �� [ � � i � � �� : � �;� � � � � .� � ? r s 1 � g i� ] � ' � EL�ET1lIFl�.e YStilCii � ENO CF 'f€1E 'i�ItJG F t Bt�NG 5�'kKEC} i � �t i � E TJI: i� �� r� I .P � _ pISTkHCES FOR INLET'�`a _—�__ _�,_ �" _ -` STAH6AI2D l0' — 36' RECcSSE� i0" — 2{]' srr,Now�n oou� ia' n �a.ex HUB V+1TFi TAi.I€ --- — Fi�C�S�E6 S]4UBLE 10_=34=67 ��,y_�._._�� ---------- � l � � BAC}C CF INLET I'.1�•:�: ��...,'. � � ' ]+ -�� ' � I �' ' � . . .' M1$ �I - F,€.4NHOLE C � RIM ¢ i ok j! BA�C C� �1Jf� — — — F1SYhl.IH6 — - ...... �..E73G£ OF PAG'EMEN'i � 4.� . . FACE tlF INLET � El]G£ 1}F Ph1�1c,�1ETIT .�i i; T ... F.�.L'E Gf" INLET �UC� i1F PA4Ek1Eta7 �h....E ��...: � �� I alI AI �I I I E�ACK €�F �LERS — — FLy14L14E -- — E�GE 9F PA§EfdEhli C:�Us�rs�1slamT�App�ata�Loca1�Temp�017123.16.03_Attachment A_Survey Staking Standards.docx Page 12 of 22 VIII. Curb and Guiter Staking A. CenterlineSiaking—Straigh#LineTangents V. �. ofFset siake every 50' on even stations VI. Grades are to top of curb unless otherwise shpwn an pians VII. Stakes at e�ery grade break Vill. Cut sheets are reqtaired on all sta�ing Optionrxl: Act�r�l stakes shall consist of a 60D nail or hub set wi�h a whisker B. Centerline Staking — Cur�es 111. If arc length is greater than �.00', P�C �Paint �f Curvature) affset stakes should be set at a 25' intervaf FRa�lT �a�,��5 ��Q (S�E FACIMC ¢� F'9�MT OF TAra�exr :� a .� �-. , y ..:_�._, 6C m I� �4 �+ �� 7 � PT � ��fl � � IQF]HiIF]E& OFF9ET 13 Tfl � o• T/� � (SIDE FACIiVG fi.p�W.} � dwcx; c� curte c�z �jc r f � o � � F�H ihCE 9F CUiS� 0� �� y � —21 � ' N 1 I I I PC1NT �...� �� Q gr� �- � � � � �� I� ,� � � � � � � �c� n�Fs c�en� is I I I 1 , r. TI�' -xu mr a� eu�a ; -�._.�. __. 4�! I I HUB ELEVATiiIM �� rta cft,� oM __�.� ,� � v � .h FAPi4lg PqNi5 ? i� ...:t.:�m rc' _ ... . ' _,.� f r I ' ti , � • __ .__�_ ._ ._ .__�'� ._._'_?��n____�.__ .�.__.__. — �=�.-^�� q� / � {( ' �� `'k' � ! irr r )r I I 3 � -�"__. _�--.__ . �r � � � � � I +� � �Y 'C'�/ I ( f � { � ! � ! �t�- � I 1 / � �----��- � �� '' � � 1 1 � !V. Stak9ng of radius points of greater than 100' rnay be ornitted Example Curb & Guffer SYakes FR�NT (SlDE FRCING �k.] ;� 0 ��T � 8�� FRONT �SIDE F,4CING �] IGENTF{7E5 SikRi �y�,� eorvT � �rsv��uRe �y (SIoE FACENG �� \ � lY'� I� �� l� � �".' _-3'�.-"� - f,/ �� }j � - TC1P r3� ��IR�S _ � -''�..' i �-.-'---=^�.�. l� _ �� F'� � � ..,L.-r �_ �. , ! � �"%'r �--��- �- �-�- �� s ..� �' � � - _-- .-. B.�r_.3< oF Gi iRF� �� --- — _ � ��r � � � �.-�� - _ r � � � � 4�j� �ACE t�F �URB 1 � � I � y �� .� �� ---�� ..�� E�GE �F P�VEt,dEhlT C:�Users�1slami�A�pData\Loca1�Ternp�01 71 2316.01_Attachment A_Surv�y Staking Standarcls.docx Page 13 of 22 Example Curb & Gu��er S�akes a� Intersection � � �"� � �- �, �� : pn�U ,�-" ��y�� 14' Oj5 W 5TA 2tSq.�. r� F�hO� .�- � �L � . _ ,_ � �..... . .. � � � � d� �u�< <'3t m `�+n � 9°' .». .. _. O �i d 4�+I � Ka � w � 1 � i.r � �S �� .�._. _ � � �; � � ;� � � _ �b .--. ._. � � ,. � � � � � � � � +6 ; ,-?. .__ _.._ � rn Q KK � � , .... � � A � 4 � y�+ K o "'� �iw� ....�, � �� _, � u� o�,�"j �� .Cil Y'w,�v --�;_ Qr�i°S� ua .�-u'�., u �•� � N 6 (u f � �5 � �� n �°"� a � n � s �; � � � � __. u� � � f yj��a .+;�� r�i' �.� �i� � "`� �� '�� ,��f �+� � � / `�� `,,�'.� �� _ �u� � q Y i- � �_.�.. ` ....l. \, va ":�� r��.�s3a xcn .as �'c� � y � �� & � : i"� d "'�� a�� `� a�rb �o ;� � ��aasit� xvw .�� s 41 c..f � c �� o�� b, ��_ a� ti!il ¢ `�� z � �� v �y�-,rh. �w !S. �?' / S» ' Y� . t rwn � ��C '� , t� G � �` . «»_ Wa i ,:Q_ ...._,. .,'crs �o' � � d gr;� � a�� +11 p � � � � � ¢ N-y � � �6 w �,i,i —^ =�a 7 �d- � N ,��. �� C:�Users�lslamT\A�pData�Loca1�Temp�03. 7�. 23.16.01_Attachment A_Sur�ey Staking Standards.docx Pag� �4 of 22 i3�. Cui Sheets A. Date af field wark B. Staking Method (GPS, total station) C. Project fVame �. City Praject Number �Example: C0�.234) E. Location (Address, cross streets, GPS coordinatej F. Sur�ey company name G. Crew chief name H. A blank template can be obtair�ed fram the survey superintendent =see itern f abaue} Star�dard Ci�v Cu� Sheet Date: ❑ TOTAL. Staking Method: � GPS STATIOfV LOCATION: City Project Numher; Project Name: � OTHER CONSUL7ANT/CONTRACTO R SURVEY CREW 1NITIALS ALL GRADES ARE TO FI.OWI.lNE OR TOP OF CURB UNLESS OTHERWISE NOTED. PT # STATiON OFFSET DESCRIPTIOI�i P�'OP. STAKED CUT a- F'ILL -LT/+RT GRAD� ELEV. C:\Users\fsiaml�AppData�Loca1�Ternp\01 71 23.16.01_Attachment A_Survey Staking 5tar�dards.dncx Page 15 of 22 3C. As�buil� Sur�e A. Definitian and Purpase The purpose of an as-built sur�ey is to �erify the asset was installed in the proper location and grade. Furth�rmore, the informa�ion gathered wi[I be used to supplement the City's GIS data and must be in the proper forrnat when submitted. See sectian !V. As�bui[t survey shpuld inc[ude the following (additional items may f�e requested): Manholes Top of pipe elevations every 250 feet Horizontal and vertical points of inflection, curvature, etc. (A!1 FittingsJ Cathadic proteetion tesi stations Sampling st�'trons Meter boxes/vaults (Al! sizesJ Fire lines Fire hydrants Gate valves (rim and top of nutJ Plugs, stub-outs, dead-end lines Air Release valves (Manhole rrm and vent pipej B1ow aff valves (Manhole rim and valve 1rd) Pressure plane valves Cleaning wyes Clean outs Casing pipe (each end% lnverts af pipes Turba Meters C:�Users�1sfamT�AppData�Lacal�Temp�0171 23.16A1_Atiachment A 5ur�ey 5taking 5tandards.docx Page 16 of 22 B. Example De�iverable A hand written rec! fine by the field surveyor is acceptable in most cases. This should be a copy of the plans with the point number noted by each asset. If fhe asset is missing, then the surveyor should write "I�OT FOUND" to notify the City. �.. K , �a . �� Q �y � I $ � �6� � e � E � ��e�� i " � � � �� } a� ` ��i; oa I � E � ��+��, � ' �� 8$ l}�� Y3�.t.!S.�f3/�il- �05'•b b� � k � i�S��.-+�. . -;� 6 y $�¢�a �. �=�, ��y�� I� I 3 � 'j �� E. �f ,, ��.w;� �'i f 4c� ,;. �� o � ti u, ,�� ` �}�r, ? �;3C' $ q �2ij�i�� a ��+�5 � 1 �� $:�3f KS � k � � � �� 3��I��l�g � � � �� 4ay � ��4 50 �8°d+:az �� I � �� 4I ' I -1��73,! ii: �5��: �il � ip� � i �� t�;,�. �:j�� ; �� s�e � I �� ;_ i:�s:��i �. S � ; �' � � �� €��, �� . ,y �=.� _:: a�� e k�.y �di+` � I� ''+�� 5 �;_ , 'I; ��`—,..,�,..»w �I Q Bi 6 P� ' f� x� zl " �w�- �_- --' '.._:_.. �... "_-"'":..-'-- .i�-�T1�3A'71 �!�}A4�T _I_...._. ��."' "' "' ' ' %I� � -�E . ��,�. r#fF. _ ��f.""�' ' � *�_"'� d�--� r . ."t"�-. v--•� r-��.� g �,:s��r�� :��. _ +� ..._ -I -�:P�� a - _�.� � � -- --� : � �;��i-:._ ' � �T1" _ : . . _ � � - .+f :_�� . � F�.;= � : _ � _ :�� :L- - :; � - �� : ; __��_+�:.� --- I �.; —1- -' -- - :.._. �_,;—_�r-�-- - - � �--�l� -� = I ....._: .�..�j. �.__� .._ .. :.�-.._- ...... -�.�,.. �.�� . _ _ .._. " + i-i--'- -._., . _:�-:-='-� =r ; � -.�� .: --==. -�-"'1=-:;-- J.er�K.�� ---- � � �as.-r_'. ';�---_ ,�J:- +a�..... _ ., -- =._.. . -- - � � �+_._: f'� . _ --�- ---- :. .: . � W � '- ' ! 'I y :.. -:�;_: ��l ��.---- � : � : ::._.. "' ' '� ' N."'_' . ... W _ ._'L� ,-tl ..__4"'"'"L"{. "5�� '-' --f�II2- ��}.��':--.---_-.I �--'� ---.::_1__ ,;�; --�Y�r -�_. � . ; _ ..I'--t -�'.—� '' v� r�� _- _ -F'-. ! � ��'" —_��':=..._ -'--�--r�r'—'+rsi=� &:�� I :ii__.=::_ ". ��: �. ��'_'i"' —'_. '. '.J�. '��+� .1.= _ � � 'd: '!.: -1 � �---..I -- :,... . �.. _. _ -, � : , . _. , --� : 7. t. ' ' 'r --- � � . . �.�L: � .__r_: �� r:. ��- — ';_---..f-._f.!- '�°I � �` — � i. --� --��- k �� %�.f..: : �..---�� - + . _ _ _. . _ L_']� ��Pfr� "� _ __y -; � . _. :.� , _ , �-=�f 1__, .I ' _ i�-:-_ .�,�� ' -t_-,._ . , --. . . - +� ��'JJi.��4i7�'F 4� : � "-��LY. .. {T� � . . r �W�f_Si- , j._ J ' � .""' .. {� :� ' ' _ "" " _ ' _ r. . _ - f_ `�.fy� ' � T "' _ _ � "�!LJi4� .. .�__I-_ FI' L'�r��'Tr, . I . ..�i-�:�i � r} . . _II il ' � wrtrol � �Si3'�r..'r. _ f _ ... _ i �. . _ .. . ,..��y.. : � ..� — h:: ' :ry.: " _:"IR`s " ^L.r fi. .__. -_ ,._.._ ,.T.�.:_.:_,_.�,�„ , ._ .. --�—��..�::.--:-i �r.�_. .,�'� ..:-- �h+_�'_'.�.'�r-s�_�'�r��.:-;�--�-_-- --e;i��' I'�� ' �_._ _ _::__ '�' � - -1-.-,i:�=._ .. :._---� � ---ji':='=�-�: �--�::=�i�.�: _= I —�1�� L'�--` ' �I "':i: �:-i-j . P _ �a I-��LL ��s li g��' I� i� ti ��, '.��.� �_: �i'' � I, , { h I,',' I\ .�I�'�+.�4 ._ :;I i �� I . {I. f,.... �. .1:I 1 .� I i Y,{• , ;s-; �� i • I � I�:. � �o: ; �y�� .— , - -.. .. � . , Ti � ; . . � �� '� r k��w y� C:\Users\IslamT�AppDaia\Loca1�Temp�01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 17 af 22 - fP'IBY. iK:Ci: �Y1'Y�Y ftf,it SfA D�Si1.�V - J2'6� (FLi7Y4 A43 7- f2'WL fFILdD fNl �E 8r 5,�1,.V� .FJry57: ,!8'1tlA'ER KtAT�E VR[YP k fF�GU[�'ii ca�rxx�r' ru ,�x,�r. �w,v�x s � ��; ��e� �"�.�� iz ��.�zsr�s3�i �r�sa "�"`� fpt' A5 '� wm � �aa ��F 8}�i 6 �'`-�� !Di E ,Hc:e fa�y�w+mismmo*� l8a�40.vY � ;fIA �� ;-� �� IFi6s.3439 �3EE��p : 7.� � Q� � � � , L F� , �!� .�} ci '�-,; �� srxor�va -awr. :-m ' - r�sr,�,c� �`��-. �.-� rcz�x �u�t�a r� � � �-a� vr�.vt�-� /-f71t� lA1.WMfT'�- HF.� S1�i'fARA47' GE'AD P�'BATE V�+yE' �0.3dfJ�&9 J E�2�' .E31�t1 tar r � � 31wC&�s tM K.�M �fa l�'{.'(�J"h �'/m'.rin n �7tAv MRA wn'�M �r�Q'bS3$� � �.iESS TP.J.30 I .�� aC)ltke'ry � \ � �.�� 4� �� :� ' . �� ra,�t •z � � - f.. �; �,�;- � -- � -==� . � �}YJ17'��}� -�-��='-=��---'.r_� _..� .�.,..._.,.. � � �_«:�_ • - ...4•J7T! fX. C5S�--- •• . -_�.__:: - ---=� �- - a _._: � _ - �.;_._. .� __ \ a� �„�_ . .��_.� __. _ � �� ,,� 1 �ar�:c.a-� vuw� srr o�+�n - rz��r r�sr.s�v c� .a r-r,��vem:�n ��,�.:��..,, ��ma�ar�.s� �� s��s3rn� �'' �e,y"�' slR o�7m -1p.�1uL rFLU�'A DRr S�AP5758 + 1H51'Ri.G 1JICi77YG Fdg`it.isi9'/R Si��VF F72'�'Y�Fd:: �'t�' t� rew�r�at rt� N�4ros:s� tkli'HECY' iQ E'XfST.f2'IVxfFJt E�2z'�SJOi1'Af. h�G9$11qS�iD E 2�309.Bf36 - I - i : ; � _ � i _ �__-"_'. .a._. -�. �'�_' ; ' .; ,-,— � ' ' � '� _" - r -.��--I . � ; = J� �� I- �--=_ -.� ' ' -� �- •- _ � -- ---`- �-�-- �-- - ._..,._ �r�tircwww � r'r�r� GiSFaUa rrz;�sv�r:�v N�X.96.�i]' �� s�� s�utr.�r : 5E� S�l��' � C:�Users�lslamT�AppData�Loca1�Temp�01 71 23.16.01 Attachment A_Survey Staking Standards.docx Page 18 of 22 .> + i �l ✓".'`�G� '�� ...�..' i � :1 C-j1 ... � .�..,i � {"i C:\Users\IslamT�AppData�Loca1�Temp\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 19 of 22 C:�Users�1slamT�AppData�l.acal�Temp\61 71 23.16.01 Attachment A_Survey 5taking Standards.docx Page 20 of 22 Obviously the .csv or .txt fife cannot be signed/sealed by a surveyor in tf�e format requested. �'his is tust an example and all this information sho�ld be noted when deli�ered to the City so it is clear to what coordinate system the data is in. PDIIdT NO. 1 3 � 4 5 & 7 8 9 �.o 11 12 13 14 I5 16 1i 18 x� 20 zz zz z3 2� as 26 z� zs 23 30 31 32 33 34 3S 36 37 38 19 AO 41 A2 A3 A+€ RS 46 [VORTNING 69A6357.189 694G26D.893 6946307399 6945220.582 69A6195.23 6946190.528 6946136.012 594G002.267 69A6003.D55 644598A.677 69A598&.473 69q5895.077 b985896591 69A5934.286 6945935.72i 6945835.678 6945817.A88 6945759.i76 53A5768.553 6945743.31& G945723.219 69A568Z.21 6945621902 6945643.d07 b945577.p59 dsassa�.asa 69455i9.834 6945q17.879 69R5956.557 69A5387,356 b945370.58B 6945383.53 694532i.228 6945319,365 G945242.289 6945233.624 �945206.4B3 &9451A2.015 6945�13.445 G945049.02 694504iA24 G945D38.878 6945006.397 fi9449A4.782 594A943.432 694A860.415 EASTENG ELEV. 2296D79.165 2296062.141 z2�6a3a.sn� 229fi01L025 zzs6oas.z�.s 2296022.721 2295992.115 2295419.133 2295933.438 2295$80.52 22958G9.892 2295860.952 2295$62.1$S 2295841.925 229583p.441 2295799.'7fl7 2295827.Oi! 2295758.643 ?295778.424 2295788.342 2295754.394 2295744.22 2295669.471 zz�s��b.o� 2�95655.195 z�ss6��.sa� 2295G19.49 2295580.27 2295643.1A5 2295597.101 22956D6.793 2295610.559 2295551.105 2295539.728 2295570.715 2295544.62b � 295529.3D5 2295557.665 2295520.335 2295527.345 2295552.575 2295552.147 2295518.135 2295520.635 2295556.979 229553A397 i+"u�rn� l. fw, �_� ; � � �.�C:��-�€t�� r� � � f / � �-% +�. l�� f �� . ��: . ��',� f`'��-��f - (. G•1� -�fw �i 2..�: 7 t'� i-lj��F i S.. i�� I.,. f�� :i'ill`,/-�: � � ( r�) j�J r� •.l i] . c��.C✓� �, � � `� F,`�.t ��C�i?"�-I� _f3i �. C_ � � , � , �-�. �..� r �. ,� � ' - l S �"�-:,� � � � `��i� t7 � �fi�-+ �j �Y? . f (Ji".,�--� �,. ��scxiPTior 726.f19 553V1H RtM i25.668 GV RIM 72s.ss �v �inn 723.359 SSM1i �21M 722.I23 GV RIM 722.325 FH 719.448 WM R3M 713.33I WM R!M 713.652 CO R!M 711.662 S5MH R1M 710A46 Wiv� RIN! 707.72 WM H1M 708.205 WM R!M 709.0.G7 WM RIM 71U.08� Cp Rifvl 707.774 SSMH RIM 708392 SSN]H REM 721.218 SSNiH RfM 710.086 GV RIhA 71�.631 GV R3M 7J.2.849 GV RiM 716.fi86 WM RIN] 723.7b WM RIM 719.737 CQ RIIv� 727.51q SSRrEH RIM �zs.a.za wnn Rrnn 73�.689 WM RI�+1 7q0.S21 WitA RIM 736.45� CO RIM 740.75G GV RIM 740.976 GV RINF 79D.408 FH 7d6.34 WM RIIV1 746,777 CD RfM 7ASA54 Wi+H RIM 749.59 SSiNW RIM E � 7S].Q58 WPvI RIM �-`'`', 3. _� 750.853 WM RIM � � {�.�1�� 751.871 WM RIM \ 752.257 SSMN RiM / c n 751.79 WIVI RI8�1 J/u��`i F�1, 751.88 WM HIM f.�r v ,� : �t, � � j��-�6:y ' 752.615 WivE R1M xt�,.:r&{f 752.801 WM It3M �` � :.x; 752.155 WM RiM �'"� 752.98fi 5SM H RINi - � � f� I•� f..,.i�'��' %G��- t�j X�1 � C:\Users\lslamT�AppData�Loca1�Temp\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 21 of 22 C. Qther preferred as-huilt deliverable Some �endors ha�e indicated that it is easier to deliWer this information in a different format. Below is an examp[e spreadsheet that is also acceptable and can be obtained by request frarn the sur�ey super�ntendent. �W i�?�� .s ,� I #` . +I a 9 � E � � �YF- I I - �s' �� c �� '.7 a ,,,, � I C � �x1 �1 . �! � �� A � . M � x Uw � 't i � f.� I I �� . ," � ■ . � � • �� ; � � �i '-, . C;\Users�lslamT�AppData�Local�Tem��017123.16.01_Attachment A_Sur�ey Staking Standards.docx Page 22 af 22 017423-1 CLEAlVIlVG Page 1 of 4 1 2 3 PARTI- GENERAL 4 1.1 SUMMARY 5 5 7 8 4 14 11 12 13 14 SECTION 0174 23 CLEANING A. Section Includes: 1. Intermediate and final cleaning For Work noi including special cleaning of closed systems specified elsewhere B. Dev�iations frozn this Ciiy of Fori Worth Standard Specification 1. None. C. Related Specifzcaiion Sectioz�s includ�, but ar� not n�cessazily limited to: 1. Divisia� 0— Bidding Requirements, Contract rarms and Conditiorzs of the Contzact 2. Division 1— General Requirements 3. Section 32 92 13 — Hydro-Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the �arious Items bid. 17 No separate payment wilI be aIlowed for tlus Item. 18 1.3 REFERENCES [NOT U�ED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operatians so that dust and oCher co�taminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to f�nal 24 inspection. 25 1.5 SUI3MITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 l.i CLOSEOUT SUBMITTALS �NOT USED] 28 1.8 MAINTENANCE MAT`ERIAL SiJBMITTALS [NOT USED] 29 19 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE, AND HANDLING 31 A. Siarage and Handling Requirements 32 l. Store cleanzng products and cleaning wastes in containers specificaIly designed for 33 those materials. CrI'Y OF F0121` WORTH 2p21 BRIDC�E REHAi3i[.TI'A,'1'ION CONTRACT 2 STANDARD CONSTRUCI'iON SPECIFICATION DOCUIvIEIVTS CiEy Project No. 103097 Revised 7uly 1, 2011 01 74 23 - 2 CLEANING Page 2 pf 4 I 111 FIELD [SITE� CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PR�DUCTS 4 �.1 OWNER-k'URN�SHED [ox] OWNER-SUPPLIEDPRODiTCTS CNOT U�ED] 5 �.2 MATERIALS 6 A. Cleaning Agenis 7 1. Compatible with surface bezng cleaned 8 2. New and uncontaminated 9 3. For manufactured sur�aces 10 a. Material recommended by manufacturer 11 �.3 ACCESSORIES jNOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT iTSED� 13 PART 3 - EXECUTX4N 14 3.1 INSTALLERS [N4T USEDI 15 3.2 EXAMINATION �NOT USED] 1.G 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] I8 3.5 REPAIR 1 RESTORAT�ON [NOT LT,SED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.i FIELD [o�] SXTE QUALITY CONTROL [NOT USED] 2I 3.8 SYST�M STARTUP [NOT IISED] 22 3.9 AD,�USTING [NOT USED] 23 3.10 CLEANING 24 25 26 27 28 29 30 31 32 A. General 1. Frevent accumulatzo� of wastes that create hazardous conditions. 2. Canduct cleaning and disposal operations to comply with laws and safety orders of gaverning authorities. 3. Do not dispose af volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved saTid vvaste disposal site. 5. Dispose of nondegradable debz�is at an approved solid waste disposa] site or in an alternate manner approved by City and regulatory agencies. CITY OF POR'I' WOR'�I 2021 B1tTi7GE 12EFiABIL1TA,'I'IpN CONTRACT 2 S�"AIVDARD CONSTRUCTION SPECIFTCA'T`TON DOCUMENTS Cicy Project No. 103D97 Revised .Tuly 1, 2011 01 74 23 - 3 CLEANING Page 3 of 4 1 2 3 4 5 6 7 8 9 10 11 X2 13 14 15 16 17 �8 19 20 6. Handle materials in a contro�led zrzanz�ez wzth as few handlings as possible. 7. Thoroughly clean, sweep, vc+ash and poIish all Work and equipnnent associated wzt� this project. 8. Remove all signs of temporaty constructian and �ctivities incidental to construciion of required permanent Work. 9. If project is not cleaned to the satisfaction o� the Crty, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on-site. B. Tntermediate CJeani�g during Construction l. Keep Work azeas clean so as not Eo hinder health, safety or convenience of personnel in exzstzng facility opezatzons. 2. At rriaxiznuzn weekly int�xvals, daspose of waste materials, debris and rubbish. 3. Confi�e construction debnis daily in strategzcally located container(s): a. Cover to prevent blowing by wind b. Store debris away fram cnnstruction or opezational aciivitzes c. Haul frorn site at a minimum of once per �reek �4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as-needed basis, nntil Final Acceptance. 5. Prior to storm events, thorough�y cZean site of all loose or unsecured items, whrtch may become airborne or transported by flowing water during the storm. �.1 C. Interior Final Cleaning 22 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other 23 fozeign znaterials fz�ozn szgk�t-exposed swrfaces. 24 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 25 3. Wash and shine glazing and mirrors. 26 4. Polish glossy surfaces to a clear shine. 27 5. Ventilating systems 28 a. Clean perrrianent filters and replace disposable filters if units were operated 29 during construction. 30 b. Clean ducts, blowers and coils if units were operated without filters during 31 construction. 32 6. Replace alX burned oui laznps. 33 7. Bzoozx� cleaz� process ax�a floors. 34 S. Map of�ce and cantroI room floors. 35 36 37 38 39 40 41 42 D. Exierior (Site or Right af Way) Fin�i Cleaning 1. Remove trash and debris containers frorn site. a. Re-seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic aIong the roadway. 3. Clean any interior areas including, but not fimited to, vaults, manhales, structures, junctiox� bo�es and inl�ts. CPI'Y OF FORT WOR'I`H STANDARD CONSTRUCTIpAi SPECIFICATIOI+I DQCUMENTS Revised 7uly 1, 201 ] 2021 BRIDGE REHABILITATION CONTRACT 2 City Project Na. 103097 1 2 3 � S 6 7 S 9 01 74 23 - 4 CLEANING Pa�a 4 of 4 4. �f no langer required for maintenance of erosion facili�ies, and upon appzovai by Ciey, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOS�4UT ACTNITIES [NOT USED] 3.12 PRQTECTFON [NOT USED] 313 MAINTENANCE ENOT U5ED� 3.14 ATTACHMENTS [NOT USEDj �ND OF SECTION Re�ision Log DATE NAME SUMMA�Y �F CHANGE 10 Cl"I'X OF FORT WORTH STANDARD COI�S'fTLC]C"TION SPECIFICATION DOCUMENTS Revised 7uly 1, 2011 2021 I3RIDGE ILEHABILITATION CONTKAC'P2 City Yroject No. 103097 01 77 19 - 1 CLOSEOUT REQUIItEMSNTS Page 1 of 3 1 2 3 PART l - GENERA.L �f��► l�ill_i►�� SECTION 417719 CLOSEOiJT REQUIREMENTS 5 A. Section Includes: 6 i. The procedu�e for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specificatian 8 1. None. 9 C. Related Specification Sections include, but are not necessarily lrmited to: 10 1. Division 0— Bidding Requirements, Contract Forms ar�d Conditions of the Contract I 1 2. Division 1— Genera� Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES l3 A. Measurement and Payznent 14 l. Wozk associated wii�a this It�zn is considered subsidia�y Co the various Items bid. 15 No separate payment will be allowed foz this �tez�n. 16 l.3 REFERENCES [NOT USED] 17 1..4 ADMXN�STRAT�VE REQU�REMENTS I8 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment wiil be accepted untiI all guarantees, bonds, 20 certificates, Iicenses and affidavits requirec� for Work or equipment as speci�ed are 2J satisfactorily filed with the City. 22 B. Release of Liens ar Claims 23 X. No applxcation foz ��al payznent will be accept�d until satisfactory evidence oi 24 release of lie�s has been submitted ta the City. 25 1.S SiTSMITTALS 2b A. Submit all required doeumentation to City's Project Representative. CTTY OF FORT WORTH 202 i BRIDGE REHABILITATION CONTRACT 2 STANDARD CONSTRLTCTION SPECIFICA`I'IpN DOCUMENTS City Project Na. 1D3U97 I2evised 7uly 1, 201I oi��is-2 cLossou�r• rz�qu��[�x�rs Page 2 of 3 I 1.5 INFORMATXONAL SUBMITTALS [NOT US�D] 2 1.'� CLO�EOUT ,SLTBMITTALS [NOT USED] 3 PART 2- PRODUCTS [NOT T.TSED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.�, �XAMINATION [NOT USED] 7 S 3.3 PR�PARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE 9 A. Pz�az to reqnesting Final Inspection, submit: 10 l. Project Record Documents in accordance with Section 01 78 39 11 2. Operatian and Maintenance Data, if raquired, in accordance with Section O1 78 23 12 1�. rrior to requesting rinai Inspection, pexfozm fznai cleaning in accordance wiih 5ec�ion 13 Q1 74 23. 14 15 16 17 18 I9 Za 21 22 23 24 2S 26 27 28 29 30 31 32 33 34 35 36 37 38 39 C. Finallnspectaon 1. After final cleaning, provide notice to the City Project Rapresentative that the Work is completed. a. The City will make an initial Final Iz�sp�ction with tF�e Contractor present. b. Upon completion of tl�is inspection, the City �will no�ify Ehe Contractor, in writing witY�in 10 business days, of any particulars in which this inspection reveals that tlae Work is defecti�ve or ineomplete. 2. Upon receiving written notice from ti�e City, immediately undertake ihe Work zequired to remedy de�ciencies and complete the Work to the satisfaction of the City. 3. Upon compl�tion af Work associated with tk�e ztems Iisted in Y1�e City's written notice, inform the City, thai thc required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Fro�ide all special accessories �equired to place each item of eyuipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required %r the fizst lubrication af the equipment c, rnitial �11 up of all chemicai tanks and fuel tanks d. Light bUlbs e. Fuses f. Vauit keys g. Handwheels h. Othez e�pendable i�ems as required for initial start-up and operation of all equipment D. Notice of Project Compietron C1TY OR R012T WORTH 2O21 BkIDGE R�HAI3ILTTATION CQId'�'RACT 2 STANllA1�D CONSTRUCTIQAI SPECIFICATION DdCUMENT5 City Pxaject No. 103097 Revised duly 1, 2011 077719-3 CLOSEOUT REQUIREMENTS Page 3 of 3 z 2 3 4 5 6 7 8 9 10 lI 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 1. Once the Ciiy Project Representative finds the Work subsequent to Final Inspection io be satisfaciory, the City wzll issue a Noiice of Project Completion {Green Sheet). E, Supporiing Documentation 1. Coordinate with the City Project Repzesez�tative to complete the followiz�g additional forrns: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. i'ipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance L Upon review and acceptance oF Notice of Project Comple�ion and Supporting Docwmentation, zn accozdax�ce with General Conditions, City will issue Letter of Final Acceptance and release the Fzna1 �ay�ze�t Request fox payznent. 3.� REPAIR / RESTOR.A.TION [N�T USED] 3.6 RE-INSTALLATION [N�T USED] 3.'� FICLD [ox] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP �NOT USED] 3.9 AD,�USTZNG [N�T USED) 3.1p CLEANING [NOT USED] 311 CL4SEOUT ACTIVITIE,S [NOT USED] 312 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 314 ATTACHMENTS [NOT USED] �ND OF SECTION Revisio� Log DATE NAME SUMMARY OF CHANGE 29 C1TY OR FpRT WQRTIi S1'AN17AT217 CONST�i1CTION SPECIFICATION DOCiJfv�E1V'1'S Revised 7uly 1, 2011 2021 HRIDGE RLHABILiTA1'ION CONTRACT 2 City Projec[ I�v. 103097 U17823-1 OPERATipN AND MAINTSNANCE DATA Page 1 of 5 i 2 3 PART1- GENERAL 4 I.1 SITMMARY SECTION Ol �8 23 OPERATION AND MAINTENANCE DATA 5 A. Section Includes: 6 1. Product data and related information appropriate for City's mainienance and 7 operation oi products fuznished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers l0 b. Irrigataon Controllers (to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. Nane. l4 15 16 17 1.2 18 19 20 21 1.3 C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Divisian 1— General Requirements PRICE AND PAYMENT PROCEDURES A. Measurement and Paymen� 1. Wark associated with this Item is considered subsidiazy to the variaus Items bid. No separate payment will be allowed for ik�zs Item. REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQiTIREMENTS 23 A. Schedule 2�+ 1. Submit manuals in final form to the City within 30 cate�daz days of product 25 shipment ta the project site. 26 1.� SUBMITTAL� 27 A. Submittals shall be in accordance with Sect�on 41 33 OQ . All submittals shall be 28 approved by the City prior to delivery. 29 I..6 YNFORMATIONAL SUBMITTAL5 30 31 32 33 34 35 36 37 A. Submittal Form 1. Frepare daia in faz�m of an insYruc�ional manual for use by City personnei. 2. Fozmat a. Size: 8'/z inches x 11 inches b. 1'aper 1} �0 pound minirrium, white, for typed pages 2) Holes rein%rced with p[astic, cloth or metal c. Text: Manufacturer's pzinied data, or neatly typewritt�n C1TY OF FORT'VJOT2'rI� 2021 BR�7G�; TiEHABII.I'I'A'I'ipN COAITRACT 2 S'TANDARD CONSTRUCTION SPECI1xTCA'1'ION DOCUMENTS City Pro,�ect 1Vo.1D3097 Revised Decem6ex 20, 2012 017823-2 OYERATION ANll MAINTENANCG DATA Page 2 of 5 1 2 3 4 5 6 7 8 9 10 11 12 13 1� 15 16 l7 i8 19 20 21 22 23 2� 25 26 27 28 29 30 3i 32 33 3A 35 36 37 3$ 39 44 41 42 43 44 45 46 �7 48 d. Drawings �) Provide rez�forccd punched bind�r tab, bind in with text 2) Reduce lar�er drawings and fold to size of text pages. e. Pzov�ide fly-leaf foz each separate pzoduct, ar each piece of operating equipment, 1) Provide typed description of product, and ma�ar component parts of e�uipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed ar printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title oF Projeci b) Idez�tity of sepazate stz�uctuze as applicable c} Identity of gen�ral subject znattez covez�d 'zn the znanual 3. Binder5 a. Commezcial quality 3-ring binders with durable anc� cleanable pIastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content IJ 3 L'� 1. Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required ta be included, indexed to content of the volume c. List, with each product: l) The name, address and telephone number of the subcontractar or installer 2) A list of each product required to be included, 1nde�ed to content of the volume 3) Identify area of responsibiiity of each 4} Locai source of supply for parts and replacement d. Identify each product by product name and other identifying symboIs as set forth in Contract Docnments. Froduct Data a. Include only thosa sheets which are pertinent to Lhe speci�ic produet. b. Annoiate each staeet io: l} Cleariy identify specific product or part installed 2) Cleazly identify daia applieable to installaYion 3) Delete references to inapplieable information Drawings a. Supplement product data wit� drawings as necessary to clearly illustrate: 1) Relations of component parts of equiprnent and systems 2} Control and flow diagrams b. Coordinate drawings with in�ormation in Project Record Documents to assuxe correct illustration of completed insta�laiion. c. Do not use Project IZecord Drawix�gs as zzzaix�tez�ance dzawzngs. Written text, as requix�d to supplement pzoduct data for the particuIar installation. a. Orgaz�ize irz consistent farmat under separate headings for different procedures. b. Pravide Iogical sequence of instructions of each procedure. CTI'X OF FOR'I' WflIt'�'ki STANDARD CONSTR�ICTiON SPECIFICATTOIV DOCUNI�NTS Revised Decem6er 2fl, 2012 2021 BRIDGE REHABILITATION CONTRACT 2 City Project No.103097 017823-3 dPERATION AND 1VIAINTENANCE DATA Page 3 of 5 1 2 3 4 5 6 7 S 9 10 lI 12 73 14 15 16 17 18 19 20 21 22 23 24 25 2b 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 5. Copy of each warranty, bond and service contract zssued a. Provide information sheet for Czty pe�sonnel giving: 1) Froper proceduz-�s in event of failure 2) Instances w�zc� might affect validity of warranties or bonds C. Manual for Matez�als and Finishes 1. Subznit 5 copies of complete manual in final form. 2. Cantent, for architectural products, appIied �naterials and finisk�es: a. Manufacturer's data, giving full informatao� on products 1) Catalog number, size, conrzpositzon 2} Color and texture designatians 3} InforrnaCion requized foz zeordering speciat manufactured products b. Instructions for caze and maintenance 1} Ma�aufacturer`s recommendation for types of cleaning agents and methods 2} Cautians against cleaning agents and methods which are detrimentai to product 3} Recomrnended schedule for cleaning and maintenance 3. Content, for moisture protection and weather exposure pzoducts: a. Manufacturer's data, giving full information on pzoducts 1) Applicable standards 2) Cheirucal composition 3) Details oi installation b. Instructaax�s for inspection, maintenance and repair D. Manual far Equzpment and Systems 1. Submit 5 copies of complete manual in final iorzn. 2. Content, for each unit of equipment and system, as appropriate: a. Description of uriit and compon��t parts i) Function, normal operating characteristics and limiting conditions 2) Ferformance cmrves, engineering data and tests 3) Coz,raplete namenclature and commercial number of repIaceable parts b. Qperating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, sh�zt-down and emergency instruc[ions 3) Summer and winter operatang instructions 4) Special operating znstz�uciions c. Maintenance pzocedures 1) Routine opexations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufactu�er's printed opezating and maintenance instructions f. Description o� sequence of opez�atzon by control manufacturer 1) Predicted life of pazts subject to wear 2} Items recozxzznended to be stocked as spare parts g. As installed control diagrams by contrals manufacEurer h. Each contractor's coordinatian drawings 1} As installed color coded piping diagrams C1TY OF FORT WORTH STANT3AIZD CONSTRUCTiON SPECIFICATION llOCUMSNTS Revised December 20, 2012 Zp21 BRIDGE REHABILITATION CON'PRACT 2 City Praject No.103U97 D17823-4 OPERATiON AND MAllVTENAi�iCE DATA Page 4 of 5 1 2 3 4 5 6 7 8 9 10 I1 12 13 14 15 Ib 17 18 i9 20 21 22 23 2�4 25 26 27 28 29 l. k. 3. Content, for each e�ectric and eIectranic system, as appropriate: a. Description of system anc� component parts 1) Function, normai operating characteristics, and limiting conditions 2) �erfozznance cuzves, engineezing daia and t�sts 3) Con�plei� noznez�clature az�d cozxunr�ercaal z�uzx�ber of replaceable pazts b. Circuit directories of panelboards I ) Electrical service 2) Controls 3) Cornmunications c. As rnstalled color coded wiring diagrams d. Operatrng procedures 1) Routine and normal operating instructions 2} Sequences required 3) Special operating instruc�ions e. Maintenance procedures 1) Rautine operataons 2) Guide to "irouble shooting° 3) Dzsassez�rzbly, zepair and reassembly 4) Adjustment and checI�ing f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent 5ec�ions of Specifications 4. Prepare and include additional data when the need for such data l�ecomes apparent during instruction of CiCy's personne�. Charts of valve tag numbers, with iocation and function of each vaIve List of original rrianufactnrer's spare parts, manufacturer's current prices, and recommended quantities Eo be maintained in storage Other data as required under pertinent Sections of Specifications 30 1.7 CLOSEOUT SUSMITTALS �NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSi)RANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 L Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to comrnunicate essential data 36 3. Skiiled as draftsman competent to prepare required drawings CI'I'Y OF FOLtT WDRTH 2O21 BIZIDGE 1tEITABTT,T`T'A`1'ION CONTRACT 2 STANDARD CONSTRUC`I'lOAI SPECIFICATIdN DOCiIMENTS City Project No.ID3097 Revised December 20, 2012 U17S23-5 OPEIZATION AI�D MAINTENANCE llATA Page 5 of 5 1 1.10 DEL�VERY, STORAGE, AND HANDLING [NOT USED� 2 111 �'IELD [SITE] CONDITIONS [NOT U5ED] 3 1.12 WARRANTY [NOT U5ED] 4 PART 2- PRODUCTS [NOT USED] 5 PART 3- EXECUTION [NO`I` USED] 6 END OF SECTION 7 Revision Log DATE NAiv1E SUMMARY OF CHANGE 8/3I12012 D. 3ohnson 1.S.A.1 — title of secl'aon rerrxoved C1TY OF FORT WORTH 2O2I BRIDGE RL�HA�3ILITATIQN COI�TRACT 2 S'I'AIV�ARD CpNSTRUCi'ION SPECIPICATION DOCUMENTS City Project Na.103097 Revised 1]ccembcr 20, 2Q12 017839-1 PRQJ-ECT RECdIZJa AOCUMGNTS Page 1 of 4 1 2 3 PART 1 - GEIVERAL 4 1.1 SLTMMARY SECTION 01 78 39 PROJECT RECORD DOCUMENTS 5 A. Sectzo� �z�clud�s: 6 1. Work associated witla tk�e docuziaenting the project and recording changes to project 7 documents, ir�cluding: S a. Record Dr�wings 9 b. Water Meter Service Reports 10 c. Sanitary Sevc+er Service Reports I 1 d. Large Water Meter Reports 12 B. Deviations from this City of Fart Worth Standard Specification 13 l. Nane. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division �— Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Dzvi�sion ]. -- G�neral RequiremenEs 17 1.2 PRICE AND PAYM�NT PROCEDURES I8 A. Measurement and Payment 19 1. Work associated with this Ttem is considered subsidiary to the various Itezns bid. 20 No separate payment �rill be allowed for this Ttem. 21 1.3 REFERENCES [NOT ITSED] 22 23 1.4 ADMINISTRATIVE REQUIREMENTS INOT iTSED] 1.5 SUBMITTALS 2�4 A. Prior Co submiCCing a request for Final Inspect�on, deliver Project Record Documents to 25 Czty's �z�ajeci Repz�sentaiive. 26 �.6 ACTION �UBMITTALS/INFORMATIONAL SUBMITTALS [NOT USEDj 27 28 29 30 3Z 32 33 34 35 36 L'� CLOSEOIIT SUBMITTALS [NOT U��D] 1.8 MAINTENANCE MATERIAL SLTBMITTAL� [NOT LTSED] 1.9 QIIALITY ASSL]RANCE A. Accuracy of Records 1. TP�oroughly coordinate changes within the Record Documents, rnaking adequate and proper entries on each page of Specifications and each sheet of Drawings and other Dacuments where such entry is required to show the change �roperly. 2. Accuracy of records shaIl be such that future search for items shown in the Contract Documents may rely reasonably on informa�ion obtained from the approved Project Record Documents. C1TY OF FpRT WORTH 3TAAiDA12D CO1VS1'AUCTTOIV SPECTFICATION DOCUMENTS Revised 7uly 1, 2011 2021 BRiDGE REH�BiLTTAT[ON CON'CRACT 2 Cify Project No. 103097 017839-2 P120SEC1' RF.CORD DdCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding al.l aspects of the WorI�, bo�h concealed and 4 visible, to enable future modification of the Work tn proceed without lengthy and 5 expensive site measurexn�nt, investigatian and examination. 6 110 STORAGE AND HANDLING 7 8 9 10 11 12 13 14 15 16 A. Stoxage and HandTing Requirements 1. Mdintain the job set of Record Documents completely protecied froz�a detezioration and from loss and damage untiI completion of the Work and transfer af aTl recorded data to the finaI Project Record Documents. 2. In the event of Ioss af recorded data, use means necessary to again secure the data to the City's approval. a. In such case, providc zeplacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS INOT USED] 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 �.1 OWNER-FURN�SHED [oR] OWNER-SUPPLIED PRODUCTS �NOT USED] 19 20 21 22 23 2.4 25 26 27 �.� RECORD DOCUMENTS A. Job set 1. Fromptly following receipt of Y.�e Notice to Proceed, secure from the City, at no charge to the Contxactor, 1 compiete set of all Documents comprising the Contract. B. Final Record Documents 1. Ai a time nearing the completion of the Work and �rior to Final Inspectian, provide the City 1 complete set of all r'inai Record Drawings in tiaa Co�tzact. 2.3 ACCES�ORIES [NOT USED] �.4 SOURCE QUALITY CONTROL [NOT US�D] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 31 32 33 3� 35 3.2 EXAMINATION [NOT USED� 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1, Irrimediately upon receipt of the job set, identify each of the Documents with the �itle, "RECORD DOCUMENTS - JOB SET". C�'X OF FOItT WORTH 2D21 I31tIpGE RSHABILITATIpN CONTRACT 2 STAIVDARD COIVSTRUC�ION SPECIFICATION DOCUMENTS City Yroject No. 103097 Re�ised July 1, 2011 017$39-3 PRd7ECT RECORD DOCUMENTS Page 3 of �4 1 2. Preservation 2 a. Corzsidering the Contract completion iime, ihe probable nuxnbez of occasions 3 upon which the job set znust be taken out for new entzies and foz examination, 4 and the condiiions undez which tk�ese ac�zviiies will be pezformed, devzse a 5 suitable method for prptecting tIae job sei. 6 b. Do not use the job set for any purpose except entzy of new data and for review 7 by the City, until start of t�ansfer of data to �nal Project Record Documents. 8 c. Maintain t�e job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum, in accordance with the intervals set forth in Section O1 71 23, 11 clearly mark any deviations from Contract Documents associated with 12 installation oi the infrastructure. 13 I4 15 16 17 1$ 19 za 4. Makzng entries on Drawings a. Record any deviations From Contract Documents. b. Use an erasable colored pencil (not ink or zndelible pcncil}, clearly describe tk�e change by �raphic line and note as zequized. c. Date all entties. d. CaII attention ta the entry by a"cIoud" drawn around the area or areas af�ected. e. In [he event of overlapping changes, use different colors for the overlapping changes. 21 S. Conversion of schematic layouts 22 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 23 ducts, and similar items, are shown schematically and are not intended to 24 partray precise physical layoui. 25 i) �'inal pt�ysical arrangement zs detezz�nzned by tlae Contractor, subject to ihe 26 City's approvaI. 27 2) Howe�er, design of f�ture modifications of the facility may require 2$ aceurate i�forrnation as to the final physical layout of iterns which are 24 shown only schematically on the Drawings. 30 b. Show on the job set of Record Drawings, by dimension accurate to within 1 31 inch, the centerlir�e of each run of items. 32 1) Final physical arrangement is detemuned by the Contractor, subject to the 33 City's approval. 34 2) Show, by symbol or note, the vertacal Iocatzon of ihe �iezz� ("under slab", "in 35 cezling plenum", "exposed", and the like). 3b 3) Mal�e al1 zdentification suf�icienily descriptive that it may be reIated 37 reIiably to the Speci�cations. 38 c. The City may waive the requirements for conversion af schematic layouts 39 where, in the Ciry's judgment, conversion serves no useful purpase. However, 40 da not reiy upon waivers being issued except as specifically issued in writing 41 by the City. 42 B. Final Project Record Documents 43 I. Transfer of data to Drawings 44 a. Carefully transfer change data shown on the job set o� Record Drawings to ihe 45 corresponding final documents, coordinaCing the changes as required. �16 b. Cleazly zndzcate at each affected detail and other Drawing a full descriptian of 47 changes made during canst�uction, and the actual locatian of items. CTTY OF FORT WORTH 2O21 BRIDGE RF.�3ABiLITATION CONTRACT 2 STANDA1217 COI�STRIUCTTON SPECTPICA'I'ION DOCi7MEIV'I'S City Project No. 103097 Kevised 7uly l, 201I 01 78 39 - 4 PROJSCT RECORD DOCi7Iv1ENTS Page 4 of 4 1 2 3 � 5 6 7 8 9 1Q 11 12 l3 1 Q- 15 16 ]7 18 19 20 21 22 23 24 25 c. Call atiention to each ent�y by drawing a"cloud" around the area ox azeas affected. d. Make changes neatly, consistently and with tk�e pzoper media to assure Iongevity and clear reproduction. 2. Transfer of data to other pocuxx��nts a. If the Documents, other than Drawings, ha�ve been kept clean during progress of the Wark, ax�d i� entries thereon have been orderly to the approval of Ehe City, the job set of those Documents, other than Drawzngs, will be accepted as final Record Doc�xments. b. If any such Document is not so approved by the City, secure a new copy of t�at Document from the City at the City's usual. claarge for reprodr�c�ion and handling, and carefully transfer t�e change data to the new copy to the approval of the Ciry. 3S REPATR 1 RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.1 FIELD [oR� SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 39 ADJUSTING [NOT USED] 3.1� CLEANING [N�T USED] 3.I1 CLOSEOUT ACTIVITIES [NOT USED] 31� PROTECTI4N [NOT USED] 3.1.3 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS INOT USED� Eivn o� sECTroN Revision Log DA'TE NAME SUMMARY OF CHANGE 26 CITY OF FO1Z1" WOI2TH STAIVDARD CONSTRUCTION SYECI�SCF�TI03+1 DpCUME[�ITS Kevised July 1, 2011 2021 Bl2]]]GE REHABILITATION CONTRACT 2 Cify Project Na. 103097 347113-1 TRAFPIC CONTROL Page 1 of 6 1 2 SECTION3�3'�1 �3 TRAFFIC CONTROL 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Inc�udes: 6 7 8 9 1. Installation of Traffic Control Devices and preparat�on of Traff'ic Control Plans B. Deviations from this City of Fort Worth �tandard Specification �1, I��iit -�'FIKti P��{.�.Ii�,C,.l. �d,R��l�j;t� ['C]�,''�'�(�Z S�:C"1'!��! 3f} 7] 1� �fIALL Fi� (�'f]N�C.1]I�:Ctk.{,I) 5� �Ktii��)Ir11�11 W(}��.. ��l ,�ET'.�1��1�-� I'��', 10 2_ "C'R,1'�l�-I�IC' [.'�!� E�E�(ll. f��EF'�.�=��iF,�+�1',� l-i�h, f�S-�-.Ai��.,47"iO1�. dl �+�A1�J'I`i�?�J;1NC'1�:, ,�1.�.11 ��'�'f�ll�f�-f'�, i��:'�'l.l�.�.']=,�E��;f��E�,4 r1�]) F��,f1��flV�L�]F 12 'i'12AF�F@C; C��lTI�C�1._ k�f;��t�LS 5!�#ALL_ 33}.•; ('[�3?�til�]}:kN1� tiL�73�;k]�i.t1l2Y 13 WC1R}�, NC� 4�F'�_'ITL P�Y', 14 �. f�r{EF'AI�1�'1�� C}F�'[t.��.��iC: C�C]?� I'�:C)1 ]'1..�114 I.�F�:�1'��JE_ti. ,�1�31€�;lt!{�l�'I: �I'0� 15 CfI'`r' ��l�'L} "f��.�5 hr�llPiL�A.L t��l L;�'Vf�(]1�7v] T��AF�]-�1� �'�}�1��'k�-"rl. L�i-�:ViCF:s� 16 fT�i�'"f'Cl �), (�J�'�',�ilVli�� iC'x�r�T1�7�L� r��`L� ,�r•.� or- .� �,�C��V_S�'1_�'f�I�kAS 17 f'l��F'��S4if�,�� i�C,€� FI_R �ti.�1LL B� �,�]NSLDEf�rU SL�L��i�F��A�2�r' IS W�)E�I�. i�[) 4�;t'r�Rr1'7�1- 1��1Y, 19 C. Related Specification Sections include, but are nflt necessarily limited to: 20 1. Divisioz� 0— Bidding Requirexnents, ContracC Forms and Conditions of the Contract 2T 2. Division 1— General Requirements 22 1.2 PRXCE AND PAYMENT PROCEDUIZES 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 A. Measurement and Payment 1. Instailation of Traffic Control Devices: SUBSIDrARY NO SEPAR.ATE PAY a�ro r� 1\ Tife..�,,,-a,Y,o,�.i- F r Tr.,ff;.-. ('.-,,,rr�l Tl.,t.,...,� ..l,.,Tl 1.., .-. .,rt, f..,- rl.., 1]�..:,,.,r �e�r. �. ga�Ze�t u :��,a��e�-a ;;�a.�_un�o.._��e�s�� .Y.ort» �ti.,rr �,o .,�;.� � �. .,..�,o � » 7�iia: flrr i�cvirtcco�irirgicriiciriucroa �T�4�inEe;,�ane� �p�- � VAAAV Y U4 2. Portable Message Signs CTTY OF FOItT WORTH STANDARD CONS'fRUCI'ION SYECIFICATION llOCUMENTS Revised November 22, 2pt3 2021 BRIDGE REHABILTI'ATION CONTRACT 2 C1TY PRQSECT NO. 1 D3097 34 71 13 - 2 'I'RAFFIC CON'IRdL Page 2 of 6 1 2 3 4 S 6 7 S 9 10 11 12 13 14 15 15 X. � 18 19 za 2i 22 23 � ZS 3 26 1.3 REFERENCES 27 A. Raference Standards 28 29 30 31 32 33 3A A. Coordinatror� 35 1.4 ADMINISTRATXVE REQUIREMENTS 36 37 38 39 40 4i a. Measurement I) Measurem�ni foz this Ttem shall be per week for the duration of use. b. Fayment I) The wozk performed and mater�als furnished in accordance io tiais Item and measured as provided under "Measurement" shail be paid for at the unit price bid per week for "PorCable Message Sign" rental. c. The price bid shall include: 1) Deiivery of Partable Message Sign to Site 2) Message updating 3) Sign z�rxovement throughout construction 4) Retarn of the Portable Message Sign post-consirnciion Fzeparation of Traffic Control Plan Details: SU�SIDIARY NO SEPAR.ATE PAY a, rK.. „t 1\ 7�ii + F..,. �L.; � Tfe.y, L.a ., a�.L. 'T'...,FF;,, l�..�,r«..T ri�,r.,.l .. ,-0.7 1 � - rf,i��.u..,.i. �� .,L...Ti 1... .-..,;,] F„� .,� �l.a , ...r .. ., h, 1 ,. .-.h ��Tr.,FF;l. f'.,,,fr..l Tlot.,;l" ��' s. m�,o ,-, o �,;a .,�.,,,, : ,.,�ui: i�.. .�... m...,ff;,. r-�,.,,+,-�i rn �„ r�af.,;t ��,,,- ..i„ ��n �.�,.�� .. r civuirii.u�vx � xivu u �+i �� a r.-. ('';�.. �..,d To�� T��Ta,-.,.,,7 ,... T T..;F..N..�. 'l"'��FF,.. cviiuvi a�.+v "..o� r� �r�� ,..�,a � nn, ,� i� ��,,.....,a rra.,.,� n.-,.�a��.,.r„i ��,.,roar �.,,t..., � �..�.,.,.,�...�.,. .-�.,.b....,.,a 1. Reference standards cited in this Sp�cificatian refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date zs specifically cited. 2. Texas Manual on Uniform Traffic Controi Devices (TMUTCD). 3. Item 502, Banricades, Signs, and Traffic Handling of the Texas Depaztz�na�t of Tzansportation, Standard Specifications %r Constructian and Maintenance of High�vays, Streets, and Bridges. 1. Contact Traffic Services Division ($17-392-7738) a minimum of 48 hours prior to implementing '�'raiiic Cont�rol within 500 feei of a traffic signal. B. Sequencing I. Any devi�ations to the 'I'raffic Control PIan inciuded in the Drawings must be first approved by the City and design Engineer before implementation. 42 �.5 SLTBMITTALS 43 A. Provide the City with a current ]ist of qualified �laggers before beginning flagging 44 acti�rities. Use only flaggers on the qualified list. C1TY OF FORT WORTH 2O21 SRIDGE REHABiLiTA`TTON CONTRACT 2 STANJ]ARD CONSTRUCTION SPECIFICATIOIY DDCUMEIVTS CTTY PROTECT iYO. 103097 Revised 1Voveinber 22, 2073 34 7I 13 - 3 TRAFFIC CONTROL Page 3 oi 6 1 2 3 � 5 6 B. Obtain a Sfireet Use Permit from the Street Managezinent Sectioz� of the Traffic Engineering Division, 311 W. 10"' Street. The Traffic Cantrol Plan (TC�) for the Project shall be as detailed on the Traffic Controi Plan Detail sheets of the Drav�ring set. A copy of this Traffic Control Plan shall be submitted with the Street Use Permit. C. Traffic Control Flans shalI be signed and sealed by a licensed Texas Professional Engineer. 7 D. Contractor shall prepare Traffic Control Plans if requ2red by the Drawings or 8 Specif�cations. The Contractor wilI be responsible for having a licensed Texas 9 Professiona� Engineer sign and sea] ihe Traf�e Control Plan sheets. 10 E. Lane closures 24 hours or Ionger s�aall requize a site-specific traF�ic control plan. 11 F. Contraetor responsible for having a licensed Texas Pzof�ssional Engineer sign and seal 12 changes to the Traffie Control Plan(s) develaped by the Design Engineez. 13 G. Design Engineer wiZl furnish standard details for Traffic Control. 14 1.6 ACTION SUSMTTTALS/[NFORMATZONAL SUSMITTALS [NOT USED) 15 1.7 CLOSEOIIT SiTBMITTALS [NOT USED] 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE [NOT USED] 18 1.10 DELNERY, STORAGE, A.ND HANDLING [NOT USED] 19 1.�1 FIELD [SITE] CONDITIONS [NOT USED� 20 1.1� WARRANTY [NOT USED] 21 PART � - PRODIICTS 22 2.1 OWNER-FURNISHED [ox] OWNER-Si]PPLIED PRODUCTS [NOT USED] 23 24 25 26 27 28 29 30 31 32 33 2.2 ASSEMBLIES AND MATER.IALS A. Description T. Regulatoiy Requirements a. Provide TrafFic Control Devices that conform to details shown on the Drawings, the TMUTCD, and TxDOT's Compliant Work Zane Traffic Control Device List (CWZTCDL). 2. Materials a. Traffic Control Devices must meet ail reflectivity requirements included in the TMUTCD and TxDOT Specifications — Item 502 aC aIl times during CO115�CUCtl 0i1. b. Electzonic z�rxessage boaxds shall be pzovidsd in accordance with the TMUTCD. CiTY OF FORT WORTH STANDARD CONSTAUCTION SPECIFICATION DOCUMENTS Revised November 22, 2p13 2U21 BRIDGE REHABILITATION CONTitACP 2 CTTY PR07ECT NO. 103097 34 71 I3 - 4 'I'RAFFIC CON'I`RQL Page 4 uf b 1 �.3 ACCESSORIES �NOT USED] 2 �.9� SOURCE QUALITY CONTROL (NOT USED� 3 �ART 3 - EXECUTION 4 3.1 EXAMINATION [NOT USED] 5 3.2 PREPARATION 6 A. Protectzon of In-Place Conditions 7 1. Protect e�isting traffic signal eq�ipment. 8 3.3 INSTALLATION 9 A. Follow the Traf�c Control Ptan {TCF) and instali Traffic Control Devices as shown on 10 the Drawings and as directed. 11 B. Install Traffic Control Devices straight and plumb. 1Z 13 14 15 16 17 J.8 19 2a 21 22 23 2� 25 26 27 2$ 29 30 37 32 33 34 3S 36 C. Do not make changes to the location of any device or implement any other changes to the Traffic Con�rol Plan vv�thout Yhe appraval of the Engineer. 1. Minar adjustments to meet field constructability and visibility are allowed. D. Maintai�n �'raffic Control Devices by taking carrective actaon as soon as possible. 1. Corrective action includes but is not iimited io cleazzing, replacing, straightening, covering, or remaving Devices. 2. Maintain the Devices such that they are properly positioned, spaced, and legible, and that retrareflective characteristics meet requirements during darkness and rain. E. If the Inspector dzscovers that the Contractor has failed to comply with applicable federal and state laws (by faiXing to furnish the necessary flagmen, warning d�vices, barricades, lights, signs, or other precautionary measures for Che protection of persans or property}, the Inspector may order such additional precautiox�azy measures be taken to protect persons and property. F. Subject to the approval of the Inspector, portions of this Project, which are not affected by or in conflict with the proposed nrzet�aod of h�ndling traffic or utility adjustments, can be constructed during any phase. G. Barricades and signs shall be placed in such a manner as to not interfere wiCh the sigtat distance of dnivers entering the highway from dri�eways or side stzeets. H. To facilitate shifting, barricades and signs used in lane clasures or traffic staging may be erecied and rnounted on portable supports. Z. The support design is subject to the appxoval of the Engineer. Z. Lane ciosures shall be in accardance with the approved Traffie Control Plans. T, rf at any time the existing traffic siginals become inoperable as a result of construc�ion operations, the Contractor shall pzovide portabie stop signs with 2 arange flags, as approved by the Engineer, to be used far Traffic Cantrol. CiTY OP FORT WORTH 2O21 BRiDGE RSHABILITATION CON"I'lZ/#CT 2 STAIVDA12T7 CONS"I'I�LTCTI�N SPECIFICATIOIY DOCUMSNTS CITY PR07ECT ND. 103097 Revised I�Iovember 22, 20 ] 3 347113-5 TRAFFIC CONTROL Page 5 o.F 6 1 2 3 4 5 6 7 8 9 1D 11 12 13 1� 15 16 17 l8 14 20 2i 22 23 24 K. Contractor shall make arrangements for pq�ice assisiarzcE ta direct traFfic 2f traffic signal Cum-ons, street light pole installation, or other construction wili be do�e during peak traFfic times (AM: 7 am — 9 am, PM: 4 pm - 6 pm). L. Flaggers 1. Provide a Contractor representative who has been certif�ed as a�laggzng instz�uctoz through courses affered by the Texas Engineering Extension Service, the Az�r�crican Tra££ic Safety Services Association, the National Safety Co�ncil, or other approved organizatzo� s. a. Provide the certi�cate ind'zcating course completion when requested. b. This representative is responszble for tz�aining and assuring that all flaggers are quali�ed to perfarm flagging duties. 2. A qualified flagger must be independently cez�ti�ied by 1 oi Che organizations Iisted ahove or trained by [he Contractor's certified f[agg�ng instzuctor. 3. Flaggers must be courteous and able to effectivaly cozxumunicate with the pubZic. 4. When directing traffic, flaggers rnust use standard attire, flags, sigz�s, and signals and follow the flagging procedures set forth in the TMUTCD. 5. Provide and maintain flaggers at such points and for such periods of time as may b� required to provide for the safety and canvenience of public travel and Contzactoz's personnel, and as shown on the Drawings or as directed by the Engineer. a. These flaggers shaIl be located at each end of the Iane closure. M. Removal 1. Upon completion af Wozk, z�z�r�ove from the Site all barricades, signs, cones, lights and ather Traffic ControI Devices used for work-zone traffic handling in a timeZy manner, unless othervvise shawn on the Dzawings. 25 3.4 REPAIR / RESTORATION [NOT USED] 26 3.5 RE-INSTALLATION [NOT USED] 27 3.6 FIELD [o�z] SITE QUALITY CONTROL [NOT USED] 28 3.7 SYSTEM �TARTUP [NOT USED] 24 3.8 AD�USTING [NOT USED] 30 3.9 CLEAlVING [NOT USED] 31 310 CLOSEOUT ACTIVITIES [NOT USED] 32 33 34 3S 36 311 PROTECTION [NOT USED] 312 MAINTENANCE [NOT USED] 3.1.3 ATTACHMENT5 [NOT U�ED] END OF SECTION Reviszon �og C1TX OF F012T WOI2TH STANDARD WNSTRUCTION SPECIFICATION DOCUMENTS Revised IVovem6er 22, 2013 2021 BRIDGE REHABILTPATIQN CpNTRAC`I' 2 CTI'X PIiOJECT tVO. 103097 34 71 13 - G TRAFFIC CONTROL Page 6 a f 6 DATE I NAME I SUMMARY OF CHANGE 11/22/13 � S. Arnold � Added police assistance, requirement for when a site specific TCP is xequired CTTY QF FORT WORTH 2O21 &RT1]GE REHABILTiATION CON'IRACT 2 S'I'ANIaARI� C�NSTRUCTION SPECIFICATIDN D�CUMENTS CTTY PRO7LCT N�. ] 03�97 Revised Novem6er 22, 2013 �C�6m06o�] l�[�m��r�� am�l Wo�e� Ovvne� ��siness lE��e��r��e �om�m��nce '��I�S PA��E �L�F�C I��'��`��I�1��LY �I.AI�TK 2021 Bridge Re�abilitation Contract 2 Ciiy Project No. �.03097 FORT �10RTH$ � AT7ACHMENT 'E B Page 1 nf 1 �I$� �� DYY� �C�� sir�es� �c�uity Dirai�i�n �'�i�e �er�traei�r ��i�� '�rm �RIM�lOFFEROR Check applfcahle box to descrihe PrImel C�kiPANYNAME: ��i� I��. Bus�ness Nan-Business �ROJ�CTNAN��: Equiryt(rm � E ui Frm ei� a,�� 20�� idg� R�habilitati�� oa.-o,-20�� City's 8uslness Equity Gaal: Offernr's Business �quityt ProJect Commitment: PFtU.i�C� NUMBER � � a�, o�o i �309i If bokt� answers ta this forrn ar� YES, do not complete AITACHMEfVT 1 C(Goad F'aith �ffort Form}. All questions on this fnrm must be completed and proviae a detailed explanatian. [f the answer to either q�estion is �O, then you m�st complete ATTACHMENT 1 G This f�rm is only a�plicabl� if �� answers are yes. �ailure in camplege ��rfs form in i�s en�lrety and be rece�ve� by ihe �u�cFi�sin+� �ivislar� no la�er i�an �:0� p-m., on Qhe second Cltv business da� afier bid_a�enfr�,, exclusive of 4h� bld opening date, w€Il result in tFi� bitl i�eiH� cot��l�ePed ��n6r�esporrsi�� o bld s�ec��lcatiorrs. 1lVill you perfarm #his entipe �ont��e� wi#hou� sub�onfr�ac��rs? � YES If yes, p�ease provide a detailed explanation that proves based on the size arrd scoRe af this � �0 prnject, this is your normal b�tsiness practice and pro�ide an operatianal profile of your business. V�ill you p�r�orm this entiPe co��act wi�ho�� suppliers? - Y�� ❑ !# yes, please provide a detailed explanafion ihat pro�es based on the size and scape of this praject, this is your normal 6usiness prac#ice and provide an inventory pro�le o� your business. � NQ The Prime/0fferor further agrees to provide, cfirecily to the City upon request, cornpleie and accurate inforrnation regarding actual work performed hy �II sut�cnntractors, inefuding Business �quity firms an this contract, the payment thereof and any proposed �hanges to the original Businass Equity frrm arrangetnents su�mitted with this bid. The PrimelOfteror afso agrees to allow an audit andlor examination of any books, recards and files held by their company t�tat wilf substantiate th� actual wor[c performed by #he Business Equity firms on this contract, by an authorized offic�r or errtployee of the City. Any intenfional andlor knowing misrepresentation of facis will be grounds for terrnir�ating the contrack or debarment from C[ty work for a period of nflt less than three (3) years and for initiating ac#ion under Federaf, State �r Local �aws conceming false statements. Any failure to comply wit� this ordinance creates a material breach c�f contract and may result in a determination of an irresponsibEe Primel Offeror and barred fram partiaipaiing in City work for a period of fime not less than one (1) ysar. TrQy Ragle Printed Signature �� Titie Ragle Inc. Company Name P� �oX 1130 Rddrass €uless, TX 76�39 CitylStatelZip Business Equity Div�sian Emall: UV1N BEO�ce(a�for#worthiexas.gov Phone: (817j 392-2874 Contact iVame (if differant) fi� �- SO8-00�� Phone Num6er �xes�ima�ing@ragl�inc.c�m Email Address 04-0�-2021 Date �fiactive 0110912U21 �� J � � J ��ro.� o mv',�� O D @ � 7 w � m � co oc�i�� -o m � m n a � �� , � �- m °a�'o m°'3� w -* m� p� ��m@ � a. � o�i' �mc�' � � w y 3$m� Ncd'a � m o ' � � ` r�n m � O SD � (� R O � � O � '� � '� � f'A� � � � m m'�a � o �� O d O � � N � [*S �'1 '� y ro o �� ,� `o r. � � .� M y. � � c�vor� � y � N �. � n� � ?� o ^^.. y in c �'� �� R j �vaNQ � o ,ca � m � py.� m N � � � � O a��-� -a f7 p� ... � �. � (�p of°Q� �� Wo ��—p c � m .��m3 D � , � n- m tD (� ,�y. � 7. �� f�D C � �' a' � �o�i'ocfDn � /�i � � O � "'-n. 3 ro�y�, m � � � a<u�� D N � �j rL o � ,,,,, � � 0�3 .�+ ��a� O O � � � cn � o, w � � y � m� �� m a � � N;�Qc � � � fn c� � m m � � o �-�,' .� � � � m �'� �,m' 3 � � '.'�e. ,�' ro n�' o�ca w y � � � (�p �� 11f 'C in �. �� N C � t^ f° ,�' � � � o e � � ,� � � � � � � �C N H � � � A � �1+ N �� +m�o f�IF y n Q a�yr' C � � � � � � O Q �C N �a n,a ��' m p � „m l�3 � � � o � � � CY � N y ?'�m � �'� c � �• � �` � o �.� � a _ � �' � . - � � � m � � Q a ro co � h � N ��.� �: � n, �'�,�o m � su N '�'' V�i Uf � ,�-. m � � � A. � �. 0 � o �� .r.� y aK y � fD G. � y -� N � c�i a G C'� � � a � � � � � � � �: m�•� m � � y y c A � X � ,� D a rn � m m aa �7 `_'h � � > > w � ro y > > � � z� a �� D� � n a� � � � �a a � �. s O � � � � � � � C � � C � '� i] a� � � � � � � N C � � m � � � (i � so � � �. � _� CQ a �o � m �� [� o W � m Q. a � � a � ��vi m rn c . 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Q S � � � � � � ;�; �. �. � � � � �a�N c � �� a'�� e �, � a�i m' � � _��. � � � � � O � a a o � ai a� � � o 0 0 � -- — — � t�i m �i ti � � O O � C � C .�-� �-�+ .��+ O O O � � � � ; � � � w � � � � � � 1� � � � � � � � �y � ,�' � a � � � � i'�� m � � �' ?. � � Q � � � rt c� � a� a o r� � u, o ai C] {1} � � � � � � � � � � � � �, cn' Qa � m �. � w � � t�9 e � '� � � � � � � � j ,R, � O c� cn w fl 0o Q � � 3 Q N � � � � � N N � � � � � I�+I � — �i O � � a �s ��m Z �� D � G��6o07 ��.�e ]�a�� '�[�� PAG� ��E�'T II��l�T�IOl�A]LILY �]�Al�TI� 2021 BRIDGE REHABILITATIDN CONTRACT 2 City Project No. 103097 2013 PREVAII,IfVG WAGE RATES (Hea�y and Highway Construction Projects) CLAS5IFICATI�N D�SCRIPTION Asphalt Distri6utor Operatar Asphalt Paving Machine Operator Asphalt Raker Broom or Sweeper D�erator Concrete Finisher, Paving and Structures Concrete Pa�ement Finishing N[achine Operator Concrete Saw O�erator Crane Operator, Hydraulic SO tons or less Crane Operatar, Lattiee Boom 80 Tons ar Less Crane Dperatar, Lattice Boom Over 80 Tons Crawler Tractor Operator Electrician Excavatar Operator, 50,000 pounds or less Exca�ator Operator, O�er Sd,OdO pounds Flagger Form Builder/5etter, Structures Form 5etter, Paving & Curb Foundation Drill Operatnr, Crawler Mounted Foundatior� Drill Operator, Truck Mounted Front End Loader Qperator, 3 �Y or Less Front End Lpader Operator, O�er 3 CY Labarer, Common Laborer, Utility l.aader/Backhoe Operator Mechan'sc Milling Machine Operator Motor �rader Operator, Fine Grade N{otor Grader Operator, Rough Off ltoad Hauler Pavement Marking Machine Qperator Pipelayer Reclaimer/Pul�erizer OPerator R�inforcing Steel Worker Roller dperator, Asphalt Roller �perator, Other Scraper Operatar 5ervicer 5mall Slipform Machine Qperatar Spreader Box Operator Truck Dri�er Lowboy-Fioat Truck Dri�er Transit-Mix Truck Dri�er, Singfe Axle Truck Driver, Single or Tandem Ax�e Dump Truck Truck Dri�er, Tandem Ax[e Tractor with 5emi 7railer Welder WorkZone Barricade Servicer Wage l�ate $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ fi $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ � $ $ a�.�z 13.99 12.69 11.74 14.12 16.05 14.48 18.12 17.27 2d.52 s�.a� 19.8Q 17.19 16.99 16.06 13.84 13.16 17.99 21.07 1 �,�4 14.72 io.�z 12.32 15.18 17.58 14.32 17.19 16.02 12.25 13.63 13.24 11.01 1.5.18 13.08 11.51 12.96 14.58 15.96 14.73 16.24 14.14 12.31 12.62 12.86 �4.84 11.68 The Da�is-Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United 5tates Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas' Standard Job Classifications and Descriptions for Highway, Fieavy, Utilities, and lndusCrial Construction in 7exas. Page 1 of 1 G��O �e�rne�°a� l��es 7C�]CS �A,�E LEF�' �I\T�El�7�][�llTAI,L� ]�]L��TI� 2Q21 BRIDGE R��1A81LITATiON CONTRACT 2 City Project No. 103097 General l�Totes Division 01— Generai Requirements General: 1. The Contractor shall be responsible for loca�ing all utalzties, whether public or private, prior to excava�ion. The information and data shown with respect to exrsting underground facilities at or contiguous to the site is appro�mate and based on information fiu•nished by the owners of such underground facilities or on physical appurtenances observed in the field. The City a�ad Engineer shall not be respoz�sibie for the ace�uracy or completeness of any such infozx�nation or data. The Contractor shall have full respansibility for rev�ewing and checking all such ix�farrnation or data, far locatang a�l underground facilities, for coordination of the wox� wiih the owners of sueh underground facilzties during construction and for the sa%ty and proiection thereof and repairing any dazxaage thereto resulting from the Work. This Work shall be considered as a subsidiary item af Work, the cost of which shall be included in Che pz�ce bid in the Proposal for various bid items. The Contractor shall notify any affected owners (utility companies) ar agencies in writing at least 4$ hours prior to construct�on. a. Notify TEXAS 811 (I-800-DIG-�'ESS or www.texas811.org} to locate existing utilities prior to construction. b. Caution! Buzied electric lines may exist aiong this proiect. Contact electrical providers 48 nours prior io ��cdvati�ri ; � 4NCOR WiII Riegler 817-215-6707 • Tri County Kevon Moaney 817-752-8160 c. Cautian! Buried gas lines may exist along t.his pzoject. Contact Atrnos Energy �8 haurs prior to excavation, and within two (2) houzs o� encountering a gas line {J'ohn C�ane: 817-207-2845) d. Caution! Buried comnr�unication cables may exist along this pro3ect. ContacE communicataon companies 48 hours prior ta exca�ation: • Spectrurn/Charter Communication Sherri Trahan 817-27'1-8105 � AT&T Gary Tilory 817-338-b202 • One Source Communications Jeremy Hegwood 517-745-2243 e. Caution! When doing work within 200 �eet of any signalized intersection, the Contractor shall notify Traffic Management Division of City of Fort Worth T/PW, 72 hours prior to excavation (Kassem Elkhadil: 817-392-$742}, The Cantractor shall protect existing signal hardware, ground boxes, detection loops, and underground conduit at signalized intersections. Any damages at signa�ized intersections shall be replaced at the expense of the Contxactor, The Contractor shall contact the City ai 817-392-8].00 to perform canduit line locaies at signalized intersections 72 hours priar to commencing woxk at the int�rsectian. f. Th� Contractor shall notify the City of Fart Worth Project Manager 48 E�ours prior to the start of any excavation (Tariqul Isiam: 817-392-248� 2. Contractor's personnel shall have identifying clothing, hats or badges at ail times which identify the Contraetar's name, lago or company. 3. Protecf concrete curb and guitez, dzzveways, and sidewalks that are not designated For rern.oval. Removal and replacemeni af these items shall be as designated in ti�e drawings. CTT"Y OP FORT WORTH STANDAi2D CONSTRUCTION GFNEi2AL NOTES Version Release December 18, 2017 Division 32 — Exterior Improve�nents General: 1. At locations where the curb and gntter are to be repIaced, the Contractor shall assurne a11 responsibility for the re-establishment af existin� street and guttez grades. Establishznent of grades shall be considered as a subsidiary item of Work, the cost of which shaIl be incIuded in the price bid in the PropQsal far various bid 'rtems. 2. All driveways, which are apen cut, shall have at least a temporary driving surface at the end of each day. The temporary surface shall be considered as a subsidiary item of Work. The cost of which shall be included in the price bid in the Proposal for various bid items. Bi�e Lanes az�d Shaxed Pav�zn�ni Marlsangs: 1. Pz�oposed bike lanes should maintain a mirumum effective widCh oF 4%et {measiared �rom edge oF gutter to ce�ter o� stripe). 2. Bicycle paveznex�t mazk�ngs should b� located 20 feet frarn the curb retuzn, stop bar, or cross walk (whichever is applicable) unless denoted oi�aez�wise in the drawzngs. 3. Combined width of bike lane and an-street parking should not be less than 13 feet. 4. If travel lane is greater tha� 14 feet wide, shared pavement markings shall be placed 4 fee€ from face of curb or edge of on-street parking (whichever is applicable}. S. If travel lane is less than or equat to 14 feet wide, shared pavement markings shall be placed in the middle of the travel lane. 3. Bike lane symbol, arrow, and shared pavement markings should be repeated at the beginning of each intersection. 4. On uninterrupted sections of roadway, bike lane symbol and arrow should not be spaced more than 330 f�et apart and s�a�red pav�xn�nt nnarl�ngs should not be spaced rnoxe iham 250 feet apart. 5. Bike lane symbol, azrow, and shared pavement markings should not be placed at private driveways oz pubIic intersections. 6. Bike lane striping should be 4 inches salid white, hat-ap�lied thermoplastic unless specified otherwise in the drawings. AlI other bike lane pavement markings shall also be white, hot applied thermoplastic unless otherwise speci�ed in the drawings. 7. All dimensions are from face of curb and are to center of the pavement marking. 8. Shared pavement markings shauld nat be used on facilities with a posted speed greater than 35 mph. Sid�walks and Curb Ranaps: 1. Tfie curb ramp standard details are intended to show typicaI layouts far the canstruction of the curb xamps. The infozmation shown on t�e standard details meet the requirements shown in the "2�12 Texas Accessibi�ity Standards" (TAS) and �he "2010 ADA Standards for Accessible Design" by Ehe Department of Justice. 2. City of Fort Worth Standard Details are only intended to indicate pay liir;its for each type of ramp, the Engineer is responsibie for the development and design of the sidewalk and curb ramp Iayout, including actua� dimensions and siope percentages. 3. The Contractor may not make changes to the sidewalk and curb ramp layout without approvaI of the City. The Contractor may propose changes to the sidewalk and curb ramp layout due to field conditions, but any proposed changes must be approved by the City. 4. Curb ramp running slopes shall r�ot be steeper tban 8.3% (12: ].). Adjust cuzb raznp length ox grade of appz�oach sidewalks as directed by the City. 5. Curb ramp flare slopes shail not be steeper than i0% (10:1) as measured along back of curb. 6. Maximuzn allowable cross slape an sidewalk and curb ramp surfaces is 2%. 7. The minimum width of sidewalks and curb ramps shall be 4 feet. C1TY OF FORT WORTH STt1.N]]AR� COIVS'I'RiJCTION C�EIVERA,L IVO'�`ES Version Release Decemher 18, 2077 $, Landings shali be provided at the top of curb rarx�ps. Tk�e landing clear length shail be 5 feet minimum from the end of ramp. The lan.dzng clear width shall be at Ieast as wide as the curb ramp, excluding flares. Tk�e landing shall have a in�imum slope of 2% in any direction. 9. In alterations where there is no landing at the top of the curb ramp, curb ramp flares shall be provided and shall nat be steeQer than 8.3°Io (12:1). 10. Wh�xe turning is required, maneuvering space at the top and bottom of curb ramps shall be 5 feet by � feet minimum. The space at the bottom shali be whoXXy contained within the crosswalk rnarkings and shall not project inta �ehicular traf�c lanes. l I. Curb ramps with returned curbs �nay b� used only where pedestrians would normally waIk across the ramp, either because tlae adjacent surface is planting or other non-walking surface or because the side a�proach zs substantially abstructed. 12. Whexe curb ramps are pravided, crosswalk rnaricings shall be required and ramps shall be aligned with the crosswalk. 13. Countez� slopes of adjoining gutters and road surfaces immediately adjacent to the curb rarnp shall not be steeper than 5% (2d:1) in any direction. CITY QF FORT WORTH STANT]AT2D CONSTRUCTION GEIVERAL NO'1'ES Version Re�ease December 18, 2017 Division 33 - Utrlities General: 1. For utility work within utility easerr�ants, once pipe ar appurtenances have been installed or rehabilitated, immediately commence temporary surface restoration. Complete surface restoration to the owner's satisfaction within seven (7) days of work finishing on-site. Failure to maintain surface restoration, as noted above, may result zn snspension of work until restoration is complete. 2. Existing vertical deflections and pipe slopes shawn on the drawzngs are approximate and have not been field verifed, unless otherwise noted. Rim elevatians, flow lines, and horizontal locatzons of existing manholes were determined from field survey. If field conditions vary from those shown. on drawings Contzactor shall noCify City. 3. Maintazz� aIl e�sting waCer and sewer connections to customers in working order at all times, except fox bxief intez�rupiions in service for water and sewer services to be reinstated. In no case shali servzces b� aI�owed to remain out of service overnight. 4. Establish and maintazn a trench safety system in accordance with the excavation safety plan and Federal, State or ipcal safety requizezin�nts. 5. Provide and follow approved Confined Spacc Entry Program in accordance with OSHA requirements. Cantined Spaces shall include mank�oles az�d aIl oiher confined spaces in accordance with OSHA's Permit required foz Cor�fned Spaces. 6. Only City prequalified Contractors, by appropriate Watez Department work category, shaL! be allowed to adjust valve boxes, manholes, ring & cavers, etc. Water: 1. Provide tkiu-ust restxaint by means oirestraining joints at fittings ana concrete blocking_ When specificaliy indicated on the Dxawings, provide thrust restraint at designated joints beyond the fittings. Each method shaJ � be capable oi thrust restraint independent of the other systerri. The Contractor sha11 refer to City Standard Detazls foz area required to install concrete blocking. 2. All ductile iron mechanical joint fittings sfiall be restraiiz�ed to pipe using retainer glands. 3. Proposed water mains shall have a minimum cover of 48-inches cover above the top of pipe, unless shown otherwise on the ctrawings or details. 4. All water services shall be installed above storm sewers, except where shown otherwise zn tI�e dxawings. 5. Elevation adjustnnent at connections may be made with bends, offsets, or joint deflectians. Joint deflecizons shall nat exceed fifty percent (50°10) of manufacturer's recommendations. 6. Temporary pressuxe plugs requized for sequencing of construction and testing of proposed water lines shalI be considezed subsic�iary to the work and shali be included in the price bid in the Proposal for various bid items. Sanitary Sewer: I. Verify that all connections to the sanitary sewer system are for sanitary sewez oz�Iy. Notify City of any discovered illicit connections. 2. The Contractor shall be liable for all damages to properties, homes, and basements frozn backup, which may result during the instaliation of new pipe and/or abandonment af existing pipe. The Contractor will be allowed to open clean outs where available. The Contractor vs+ill be respa�szbio for all clean up associated with opening clean outs. 3. For aIl sanutary sewez sezvice coz�nectaons at manhales, provide a hydra�lic slide in accordance with the details. C1TY OF FORT WORTH STANDARD CONS'['IiUC'I'ION GENIEI2A�. NO'1'ES 'Version Release December 18, 2017 Storm Drain: 1. Maintain the existing storzn drainage system until the proposed system is in service. In no case should the Contractoz leave the e�isting storm drain out of ser�ice whereby runoff would cause damage to adjacent property. 2. Construct all drainage improvements from the downstream end to the upstream end ta allovv continued storm drain service. If the Contractor propos�s to constz-uct the system otherwise, the Contractor shall submit a sequencing plan. to the City for approval. 3. T'ake appropriate measures ta preserv� wildlife in accordance with applicable federal, state and local guidelines. C1TY OF FORT WORTH STANT]ARD C�NSTRUCTIOI�S GEN�RAL NOTES Version Release December 18, 2017 Division 34 - Transportation Ge�eral: 1. Prior to activating traffic signals with new or revised signai tinaing, the contracCor should e-mail Aziz Rahman, Sr. 1'rofessional Engineer, at Aziz.Ral�man@fortworthiexas. o�v (and copy Kassem Elkhalil, Professional Engrneer, at Kassem.ElKhalil@�ortworthtexas.gov) at leasi ihree (3) weeks in advance to schedule that. 2. If new cabinets and controlIers are being installed and the controllers need to be pragrarr�med an� CesCed by City Forces; the contractor should detiver [hem to the Ciry of Fart Worth, Signal Shop at 500I James Ave., at least t�ree (3) weeks in advance to schedule that. 3. Unless there is a compelling reason, a new traffic signal wili be puE on flash an Th�zrsdays and working colors t�e followzz�g Tuesday. 4. Switching from o1d traffic signal to a new one, this should be done on Ttiaesdays only. 5. Notify Traffic Management Division (817-392-773$) Projeci Representative at �east 24-hours in advance of ali concrete pours. Inspec[or must be present �vhen concrete is placed on the project site. 6. If anplicable, equipment supplied by the City will be available far pick up from the Transportation/Public Works (T/P� Warehause at 5001 James Avenue and/ar the Village Cree� Pole Yard (5000 MLK Freeway). The Project Representative must authorize all equipment pickups. 7. Design consultant shaIl submit electzonic �1� zn CAD format as well as PDF (11" X 17"} of final signed and sealed plans to the City. 8. Contractor shali provide a S-year manufacturer warranty on APS systezins. The waz�ranty documentation shall include the start date (when material is delivered to job site) and the e�ad date of the warranty and the serial number of the equipment. Traffic �ignals: 1. The Czty will not pzovide t�raffic szgnal cabineC ar traffic signal controller to the Contractor. The cost for these itezns znust be included in the City project budget, or far all privately funded projects, the cost must be inctuded in the bid package for pwrck�ase from the vendor. 2. The Conkractor shall pravide all materiats needed to construct a fu11y opezatio�al tra££ic signal as called out for in the plans and specrfications. 3. All existing signal equiprr�ent shall remain in piace arid operatrng un�il new equ�ipment is in pIace and ready to operate. 4. The Contractor is responsible for hauling and properly disposing of salvaged material from the job site to a disposal site of their choosing. The Contractor will not be allowed to drop off salvaged materials at the Caty yards. �'o�ndations: C1TY QF FORT WORTH STANDARD CONSTI2UC'��N GENERAL NOTES Version Release December 1 S, 2017 1. Dimensions shown on plans foz� locations of signal foundations, conduit, and other items may vary in order to meet local conditians. AlllocaEions of foundations, conduit, and ground boxes shall be approved by the Traf�c Signal Inspectar or the City Engineer. 2. Contractar shall contact the City traffic signal inspector priar to pouiing cabinet foundation to be sure that template and bolt patterns are correct for type o£ cabinet being supplied. �oundation shall be installed per City Speci�icatao�a and City Detail. 3. Fier Foundations sk�all be poured together in one piece. 4. No signal poles shall be placed on foundations prior to five (5) calendar days following pouring of cancrete. 5. Contractor shall clean up and remove all loose ix�atcrial resulting from construction operations each day prior to the work is being suspended. 5. Controller cabinet concreEe apron shall be subsidiary to the bid item for the controller cabinet foundation. Cabinet foundatao� and apron shall be poured together in one piece. Controller and Cabinet: 1. �o�tzact�x shall install ��ontr�ller cabinPt and connPct aIi ass�ci�±�� fiPld �uiring. 2. City will install signal timing and program controIler. Conduit: I. A continuous grounded system shall be provided in PVC conduit by running 1-#8 bare copper wire in conduit b�iween faundaiions and graunding at each foundation ground rod. 2. All conduits shall be Schedule 8fl PVC. 3. Electiical service shall be installed per City Specificat�ons and City Detail in separate 2" conduit from the meter to the signal cabinet. Signal Heads: 1. All signal heads shall be McCainTM, EconoliteTM, or approved equivalent style and dimensions. 2. All signal heads shall be covered with burlap ar ather approved material froz�r� tk�e tinne of ins�alla�ion untii the signal is placed in operation. 3. All signal head attachments shall be designed such tl�at the wiring to each signal head shall pass fram the mast arm through a xazn tight connector ta the signal head bracing or attachment hardware to the signal head. A small azx�ount of exposed signat cable sha11 form a drip loop. 4. AlI LED signal indications shall be General Electric (GE) GelcorerM or equi�alent and shall meet th� latest ITE standards. 5. Signal heads {all displays) and pedestrian Walk and Don't Wal� heads with cauntdown displays shall have LED inserts. b. Clam-Shell mounting assemblies shall be used fox pedesfirian indications. CI'I'Y QF FORT WORTH STAI�iDAR.D CONSTRUCTION GENERAL NOTES Verszon Relcase December 18, 2017 7. All LED signals shall be of the incandescent apgeaz�az�ce. 8. AIl signal heads shaIl have black aluminum, louvered, single piece back plates compatible with McCainTM, EconoliteTM, or approved eqnivalent signal head housings. Traffic Signs and Pavement Markings: l. All traffic signs and mounting hardware shown on the plans wi11 be fnrnished and insialled by ihe contractar including the metro street name signs. The cantractor shall provide a detail sheet for the metro stzeet naix�e signs wiCh block numbers to the City for approval prior to fabrication and instaliation. 2. Existing stop signs and posts will be remaved by the cantractor upon, or befare, Che signal turn-on. Deteciion System: l. The Contractor shall furnish and instalt the IterisTM Vantage Vectar Hybrid Detection Syst�zn and cable. 2. The Contracior s�aall install, aim and program all c�etectors as per City Standard Specifications and City Detail5. 3. The Contractor shall refer io and Cziy Standard Details and project plans for detection zones placement. Emergency Vehicic Prcemption Eqr�ipment (EVP): 1. The Contractor shall furnish and install the OpticomTM EVP (detectars, cable, and discz�zxainator units). 2. The Coz�tzactor shall instali the EVP detectors on the mast arm as shown on the plans and apprapriaie City Detaal, az�d run one continuous EVP cable from the detector to the cabinet. Tnstailation of the EVP sysiez�rz wilZ be paid for per bid item. Accessib�e Pedestrian Signal (Al'S): 1. APS units with audible message shall be installed on all T�DOT Iocations or at tk�e di�rection oF the City Engineer. 2. APS units shall compZy with the Iatest version af the Texas Manual on Uniform Traffic CantroX Devi�ces (TMUTCD}. 3. APS units shall be ir�stalled pez City Standa3rd Specification and City Detail. Battery Back�p: I. If calied out for in the plans, battery backup units supplied shall cozniply with Che City Standard Specifications. Installation shall be completed per City Staz�dard Sp�cifications and City Detail. Traf�c Control: 1. The Contractor shall submit a Work Schedule, Traffic Control Plan, and acquire a Develapmeni P�rmit fram Development Department, at 200 Texas Street. Contact Chuck McLure (8I'7-392- 7219). crr� oF Foxm �nroRT� STANDARD CONSTRUC£IOIV GENERAI, NOTES Version Release December 18, 2017 2. The Cantractor shall be responsible for the safety oi pedest�ian�s a�d zaaotorisis in the area of the traf�c signal construction site. 3. Roads and streets shall be kept open to traffic at all times. Contractor shall arrange construction so as to close only one lane of a raadway at a�ime. 4. All construction ogerations shall be conducted to provide minimal interference to traffic. All tzaffic signai eq�ipment installations shall be arranged so as to perzx�t continuous mavement of traffic in a11 directions at alI times. 5. Contractor shall be responsible fox any signage necessary during construction. 6. Unless otherwise noted, it is the contractor's responsibility to ensure that signal indications and timing are adjusted and mazntai�ned to ensure safety in work zone at ail times. 7. Any traf�Zc signal madificatians during construction are subsidiary to tra�fic control plan (TC�} pay ztem. $. Any traffic signal modi�ications should be in compliance witka the latest version oF �e Texas l�Jlanual on TJr�if�rm Traffic �on#ro? De��ices (T�!��JT�D) and the �it;r af �'ort '�arth �±an�ards. 9. The contractar shall submit any pxoposed traffic signal modifications to the Traffic Signal 5ection for their appxoval ten (10) days prior to any changes. Electric Service: 1. Instatl the required electric services and obtain an electrical s�z-r�ice pexmit in each instance, cost o� which will be paid by the Contractor. 2. The electrical ser�ice shall be 100 azx�ps with 120124Q �oltage brancfi circuit and shaIl comply with City Standard Specificatians and City Details as applicable per plans. Luminaires: 1. The City will not furnish luminaire material to the contractor. The Cantractor shall furnish and install LED luminaires for traffic signals in accordance with tk�e latest City Standard Speci�cations, Cify Details, and plans. 2. All new streetlight pale types shall. z�aatch those of the surrounding area of Fort Worth for which they are being instaJled in. Contact the City `I"raf�c Management, Street Light Section at (817) 392- 773$ for dizeciion on light pole types allowed areas. The same poles shall be cansistently used tk�roughout subdi�risions. CTl'1' OF FORT WORTH STANDARD COIY5T121[]CTTON G�1VE1tA,L NOTES Version Rele�se Deccmber I S, 2017 --- - -- � 1 5��..�� Standard C��s��°u�ti��. �et�.Il�s ��I�S �A�� L]E]�T I�iT�I�T�'I�l�TAILI��' ��LANY� 2021 BRIDGE REHABfLf7AT�ON CONiRACT2 City Project No. 103097 4' 4. � �„ i2 41 �� 4 �� T�� ,,� "--x. _ _ . . - -�,�,�-�_�-- f 4 62" 3„ 3�� - � �� T � � � e � 1" a2„ �'��do� � � 3" 12„ _ ��„ _ � �„ _ 12' — � 2�� _ � R1" TYP_ Contractor: ��ntr�c��r�s �ar�l� - Questions on this Project Call; _ �817} 392 o XXXX After Hours Ca�l: (S1 �) 392 � XXXX 1 " TYP, 1„ 2 12„ , �, 1 �� 22„ FQNTS: NOTES: FORT WQRTH LOGO W CHELTINGHAM BQLD IF APPLICABLE 7b 7HE PROJECT, ALL OTHER LETTERWG EN ARIAL BO1�D CONTRACTOR SHALL OBTAIN VINY�. ST[CFtER "CITY' GA5 LEASE REVENUE GOLORS: IN ACTION" 1 LOGO Ai CDI2 SIGN ANEi FORT WORTH - PM5 288 - BLIiE ENGRAVING, 6311 EAST LANCAS'C�R LONGHORN LOGO - Pf41S 725 - BR9WN AVE (817-451-4584), PEEL AND PLACE LETTERING - PiVlS 288 - BLllE [N FUIV�lNG SECTION. BACKGR�UND - WHI7E BQRDER-BLUE PROJECT DESIGNATI�N SIGN �� 1 i �� !. ��y � � ��1�� 1 ��1� �` �° �� t� � �� JC7L� �O� ��1 `� � f�c�adroke �r�ar . �� . �i� !�al� �1 --�� "r BI NO.: 02-22Q—Q—ZU3�---0��--001 Bi No.: 02-220—a—ZL13-8a-002 f �7 99 L�ke 4Vo1�tf 1�lfii�e �ra [I�rrti�*n1 � � oa� �u � � �183 �L'I}Ikl�k7� �lBl NO.: a2-22Q-0—ZR72—OQ---Q02 � �� m� �m Q� L�a oi o� oa aa3 V U fan V'd�l��,t:at' K�Ii�Fr �; ,vin� � �� f ��,o) �� 4 � rr� i ��.+vd — � y �lES3J tLtM+�4S � rrhl3rr�i Hills I�f�Crnr�1 Glly � �x'�+�1 �QF"C �Of� F � Ar��rk�l c�n �� I I� �1 � � � � � N RlVERSID� DR NB TR BUTARY TO B G FOSSIL CREE NBI NO.: Q2-220-0—ZR50-50— _ITfLE FOSSIL CR��K) BI NO.: 02-220-0—ZS89-62—DO � NURRICANE CREEK) IBI NO.: fl2-22Q--Q—Z780-01—OQ5 �Z9: � � �ry �ufesi i��ll � tCt�� ic_�1,.�1� c;��lriy $41 I ��',". C111 f� � LOCATION MAP N.T.S. �w:�s�f;;i�{�It.l � �� JL ��JL �1 � � �l.J �� L pw: �� 0�0 WEST FORK TRINI�fI' RNER) JBI NO.: Q2-220--0—ZR50-50-002 : MADDOX AVE SYCAMORE CREEK IBi NO.: Q2�-220—fl—ZM02-45-00� 2/10/2021 �� E� �E T � �i.�P.- ��'�• :k9s :: .. .:.......................:.... THOhdA5 G. ASMCRAFf ................................ �8i411 �FGf ST�R�� Sl�NAI- � �I,Y,�'� / l" 1/S/ ''�• �"N.� � � u sa a mm �N Zz a� �� a� �. � aa �� ESTIMATED QUANTITIES BID ITEM NUMBER 104 132 360 420 420 429 429 �32 432 8021 6003 8026 fiaBfi 6074 6007 8009 6001 6028 REMOVING CONC EMBANKMENT CL C CONC RAf CL C CQNC CONC STR CONC STR R�p�p CONC RIPRAP (STONE BIO ITEM DESCRIPTION ��g� (RNAL OR� CURB {TYPE I) FOUNDA71bN) (MISC) REPAIR ERl'ICAL REPAIR �4 �� COMMOH) (DRY) co�rP7�i�r �) & ov HEa,o) (sr ARD) (ia �r�� z z FACILRY CARRIED FEATURE CROSSED LOCA710N LF CY LF CY GY SF SF CY CY E MADDOX AV� SYCAIuIORE CREEK 0.2 MlL�S EAST OF US 287 � g N R1V�F25fC1E UR NB TRIBUTARY TO BIG FOSSIL CREEK 0.5 MIL�S IVORTH OF WEST�RN CENTER N UNIVERSITY DR WEST FORK TRINITY RIVER 0.5 MILES SOUTHWFST OF SH i99 & N IH 30 2.4 46 0.4 RIVERSIDE DR NB WEST FORK TRINITY RIV�F2 0.1 MII.ES NORTH OF IH 30 & EASi OF' I�I 35 g ROSE�ALE DR E8 UNIV�R5tTY DR/RR/TRINITY RIVER ROSEDALE ANQ VICKERY CONNECTION T SYLVA�lIA AVENU� NB [JTTLE FOSSfI. CREEK 0.2 M1L�5 EAST OF �H 35W z TRIfVITY BLVD HURRICAI�E CREEK 0.8 MlLES WEST OF FM 157 32 16 23 W LANCAST�R AVE FOCH Si' fl.3 MILES EAST OF CAMP BOW� 10 10 2.5 fi1 TOTAL 10 32 1a 2.4 2.5 131 16 O.h 23 ES7IMATED QUANTITIES (CONTI�lUED} BID ITEM fJUMBER 438 450 450 451 454 49fi 540 540 5h0 6001 6012 607� 8007 5093 6001 6D07 fi016 CLEANING ANb RETRQ�IT RAIL HEADER 7YPE REMOVE STR FATL W—BEAh! GD MTL BEAM GD � AN HOR M BID ITEM DESCRIPTfON SEAIJ�OIIVTSSTING RAlL (HANDRAIL) RAIL {TY T411) (CONC PARAPET� EXPANSfON JOINT (RAIL) FEN (TIM POST) FEN TRANS (TL2) TERMfNAL Q SECTION FACfLITY CARRfED LF LF LF LF LF LF LF E4 EA E MA�QOX AVE 334 334 50 1 N ftNERSI�E �R NB i9 25 1 1 N UNIVERSIN DR i5.1 2.5 12.5 1 F21VER51D� OR NB 87,� 2 � ROSEDAlE DR EB 7zg SYLVANfA AVENlIE NB 74 TRINffY B�VD W LANCA57�R AV� TOTAL 153 334 i5.1 2.5 725 334 775 5 2 1Q EXISiIlYG METAL HAN�RAfL ONLY. Q IHClUDES A 30% lNCRE4S� FROM FIELD OBSERVED QUANTITIES. � �� TE1(AS HEGISTEREo ENGINEERING FIAM F-1741 Rr CITY OF FQRT WOKfH BRIDG� REPP ESTIMATED QUANTITiES �gnotl: CPY pN. NQ. '�AIE FFDFINL NO Pli(AfECE N0. cn�va: CP5' � 6 I TEXAS � mm— �.� C�r I � � co�� s �noN ,� ESTIMATED QUANTITIES (CONTINUED) BID IT�M NUMBER 542 542 544 545 776 77fi 780 780 7097 7D97 60fl1 60U2 6fl01 8001 5041 6053 6004 SQ1fl ---- ---- REMOVE MEfAL REhdOVE GUARDRPJL END COHC CRCK CNC CRACK BID ITEM D�SCRIPTION BEAM GUAR� 7EI3MfNAL TREATM�NT ATTENH( NSTL) R�p�R41L�EEL REPLA�f� STEEL REPR (DISCREfE REPAIR BLAST MISC. PAINTING MISC FENGE /WCHOR SECTION (INSTALL) (ROUT A�D SF4L tDISCS�E'�(ORF' ITEMS ITEMS � FAClLRY CARRIED LF EA E4 EA !,F LF LF LF EA Eq E MADDOX AV� 1 N RIVERSI�E �R NB 27 7S N UNIVERSIiY OR t 26.7 RIVEftSIDE DR N8 492 1 1 24.0 i 1.5 9 10 10 ROSEDALE �R EB SYLVANIA AV�NUE NB TRINITY BLVD 1 D.0 29.0 W I.ANCASTER AVE 7.8 TOTAL 519 1 2 1 34.0 75.p 9 79 10 10 Q INCLUDES A 30� INCREASE FROM FIEI.p pBSERVED QUANTI1lE5. � m � z a 3 9 4 �� . �'—. � � � � C� �F ESTIMATED QUAI�TITIES o�n.d: CPY �. No: STu� �,o�nu-ko ci �ea: cPY B TEXAS woxn: CPY oisr. cnuxrc �[uma � pw: REPAIR SPALL ON BENT CAP (4 S� - SEE BEIVT NO. 2 REPAfR ��TAfL �BEGIN BRIDGE � ABUTMENT N0. 1 IXfST APPRDACH SLA6 � ` �� . � . � , � . � � 1�. � - � - — - — `� BENT N0. 2 / ,- INSTAI.L SGT INSfALL 50' MBGF 11VSTALL MBGF TRANSffION EXISf BENT CAP N E C i �c m� � L za �z �c �� ac u c IXIST BENT BEI�T iVO. 2 REPAIR DETAIL (LOOKiNG FJ1.,` � BENT N0. 4 REPAI�2 DETAIL (LOOKING WE5� B�NT CAP SPALL REPAIR NOTES: 1. REMOVE ANY OAA�AGE� OR LQqSE CONCREfE. 2. SAW-CUT ThIE PERIMETER OF REFAIR APPROXIMATELY S� 70 �'4 IHCHES BUT DO NOT CUT EXISTING R�fNFORCIIVG SfEEL AOJUST QFPiH AS NECES514RY TO AVOfD DAMAGING RE[NFORCEAiEN'C. 3. L15E aNI.Y HAND TOOL OR POWER-DRIVEN CHiP?ING TOOLS (15-LB HAMM�Ft MIUClMUM) TO REMOVE CONCR�fE 4. RExApVE AI.L RUST ANd OTNER �ELETERIOUS MATERIAL FAOM THE EXIS7ING REINFORCING STEEL TO ENSURE PROPER 90N�fHG WfTN THE REP/UR A�ATEftiAL 5. FflLLOW 7HE 7XpOT 'CONCRETE REPAIR MANUAL", CHAPTER 3, SEC310N 1- �ElNOR SPAI.1. REPAIR, FOR CONCRETE SURFACE PREFARATION. &. USE TXDOi 7YP� VII! NEAT EPDXY C�MPOEI�[D MEETING THE REQUIREMENTS OF TXQOT �MS-6100, �MS-8110 ANU MPL FOR iNE REPAIR. 7. FOLLOW MANUF'AC7[1RER'S RECO�[MENDATIONS FOR Cl1RING OF MATERIAL GENERAL NOTES: 1. CONTRACTDR T4 COORDINATE WlTH CIFY ON LANE CLOSURE. iRAF�fG CONTROL IS SUBSIdWRY TO REPAIR COST. 2. CON7(iAGTpR TQ VERIFY REPAIR AREAS AN� DIMENSIDNS IN THE FfELp PRIOR 70 ORQERING MATERlALS. 3. IXISTING 6ftI�G� INFORAIATION ACQUIRED FROM SITE VISITS CONDUCTEO ON APRlL 2, 2020 AN� JANUARY 13, 2021. 4. PAYMEhT �OR R,41L (HAN�RNL? SHAI,L INCLUQE FA9RICATION AN� INSiALEATIOp OF NEW HANtlRNL ANb ALL LABOR, MATERIALS, AiVD iNCIDENTALS NEE�EQ 70 CtlA�PLET� THE GaNSfRUCT10N OF iNE HANORAIL. �110I2021 ��, . � . �S� . .:.......................:... TNaMAS G. ASHCRAFf q'•:� „ a�4�i ,.�:a� , ; ' /, s� �� 1NSTALL HIWDRNL (1� RauIOVE E1C1ST METAL IXISf SI�EWALK \`\ � E MADQOX AVE --- �- 0 � 3 y EXiST MBGF .` �` � � . � `�` }\ FAC� OF ``� � a � IXIST Cl1RB ��. ENo BRIQGE ; A6UTMENT NO. 5 ' w `�� . �i� � - ---�- - �� '}`` - `' ` — - - — - �.. .. � —,_ � _ _�, _ `,o `�o BENT N0. 4 �.y �� 8�� p B( S ON � � REPAJR OET'AfL � 4\ IXIST SIDEWALK� ��t ` � ` �� MEfAL j j� �f� _ INSTAIL NANDRAfL (167 � �� {Nnr ro sca� E7(fS7 APPROACH SLAB MSGF NOTES: 1. lNSTALL METAL BEAM GUAR(D FENCE, TRANS)ffTON, APlD ENO SCf{ OS)N 1 P16. SGT�i15F)37��18,glWD �SGT(i25)31 � 8 STMIDAI�d WMERE LO�AT�D IN PLAN. �.,.� � .��. �, ��. ...,.. � ..,�. .� �� r I 3 i i i � ; Fl55 2.375 X 0.154 PO5T i � i i 9'-0' POST � POST �HSS 2.875 X 4.243 ,_______....�.._..,.,.------ ---------- � r------------ � ' i � � � ; TOP OF EXISF ; � CONCRk-1'� pARAPEC � ' � ' � ' � ' � ' ; ; oasr sioEw�vx � , � , � � L_________________________ __..........»�..ti_._ ------- ti................. .................... . .�.._...._...._........_....______-------------------------- ONCRETE WINGWALL � ¢ POST 10" MIN (TYP) t'-0" . i '—o" -------------- ---_�_�-�--- �i �� 10' MEN (TYP) HSS RAIL SECT[0!V Y . t'-0" I G �� „ �� i r �� -------------� �--- ------------- �� -------------' �-_- __�__-----_-_ D(PANSlON JOINT RAIL ELEVATION � 9 m HSS 2.875 X 0.203 y� �" �IA ANCHOR BOLTS BASE PL �b � ; ; o� � R � � � �m � � � � � � , � , EX[ST CONCRETE � ' PARAPEf TO REI�UUiV� ; � , � , � , � � , � , r , ' __......_____ � 1'--0 1¢" SECTION A—A 2.375 X O.l5�F 0 Z F- U�'+ � m �� d �� TOP OF EX[SF -_51D�1MALK -------------------- ��« .�,.�� MEM6FR5 ��I �Y4" DIA PIN (�RIVING � OR YyELDE� LU SECTION p—B PIPE SPLICE DETAILS 611 al� 3 ��+ �� e DIA ANCHOR R 9DLT WdLE (YYP) � � BASE PL �" {nsrM—na6) HSS 2.375 X 0.154 FOST ��IN NOLE ( �ye" DIA MAX) POST BAS� PLATE PLAI� -------------------- AT SPL�CE OR EXP JTS ----r---------------------------- � r � i � ; i � � � ____r___ ____________'_"__""__' ----�--- ------------------------� CONS'ERUCTION JOINT Oi� CONTROLLEQ JOfNT HA�lDRAfL CONSTRUCTION NOTES: 1. TEST AUHESIVE ANCHORS IN ACCOROANCE WITH C1'�M hS0.3.3, 'iESTS`. TEST 3 ANCMORS PER 100 ANCHORS INSTALLEII. PERFORM CORRECTNE A��A5URES TO PROVI�E A�EQUATE CAPACffY IF ANY aF THE TESTS DO NOT M@Ef TFE@ REQUIRE� TEST �OAD. REPAIR nAMAG� FROM TESiING AS DIRECTEp. HAN�RAIL MATERIAL NOTES: 1. PROVIDE ASfM A1085 OR A500 GR B OR A53 GR 8 FOR ALL HSS. 2. GALVANIZE ALL METAL C0�[YONENTS OF STEEL RAiL SYSTEA�. 3. NVCHOR BDLTS MUSf BE �" D!A ASTM A307 GR A Fili1Y 7HREADEIJ RODS WITM ONE HEX NUT AND ONE HAR�ENED STEEL WA5HER (ASTM F436) EACH. NUTS MUST CONFORh� 70 ASTM A563 REQUIRE�IENTS. EMBE� FULLY THREADED RODS IN7a PARAPEf WALL WRH A TYPE III, CLASS C, 0, E, OR F ANCHOR ADHESNE. MINIMUM ADFEESINE ANCHbR EMBEDMENT DEPTH IS 3". ANCHOR AOHESIYE CHOSEN MUST 6E ABL£ TO ACHIEVE A NOMINAI BQNa STRENG'fH IN TENSIOH OF A SINGLE ANCHOR, NA, OF 5 KfPS EQGE OISTW�[CE MUST BE ACCOUNTEU FOR). SUBMff SIGMED D SEALEO CALCUl.A710N5 OR THE MAi�UFACNRER'S PU6LJSHm LITER4TURE SHOWlNG THE PRtlPOSE ANCNOR ADHESIYE'S ABILITY TD �EVELOP THiS LOAD TO THE �NGINE�Ii F'pR APPROVAL PRIOR TO USE. ArECHOR lNSTALLATEflN. IHCLUDIIVG HOLE SIZE, DRfLIJNG, ANb CL�i1N OUT, �1UST BE IN ACCORDANCE WITH ITEM 45U, "RNLING". Q7 �" �IA HOLE IN 80TCOM DF HSS RAIL (MINIMUM 1 HOLE BEfWEEN POSTS, lYP) Q2 � E7CP JbINT OR SplJCE JOINT AS REQUIRE�. Q ON� SHDP SPLICE YFR HSS RNL SECTION IS RER�IfTTEn WfIH M1NIMl1M 85 PERCENT PFNEfRATION. THE WEL� MAY BE SQUARE GROOVE, OR SINGLE VEE GROOVE. GRINU SMOOTH. ��..:: � ..:.�� . .e .......................`:.'.. THOMAS G. ASHCRAFT . ............................. ,ti�. ., atatl ,. r;�. 2/10/2021 ��= i�; 1� REVf510N ��3i■ � BI�fDGE REPAIR DETAILS E MADDOX AVE OVER SYCAAdOFi� CR�Ek a sy�.a: CPY oi✓.' no. srhie FFAEAAL N� PRWECE NO. cr,ss,sa: CPY 6 TEXAS ac.n: CPY dsr. oouomr �� H ; ��(ORIVING F7T} dR �VELDED LUG V - CLEAN AND SEAL JOfNT, 26.2 LF SEE JOINT SE'AIJNG CLFAN AkD SEAL �� EXISf �[SGF JO�NF, 26.2 LF T� REMAIN � �� dT SEALING 1 ; i r � IXIST SIPEWALK � , � 6EGIN BRIUGE ; BENT N0. 2 aeun�E�-r No. i ; � �, N RNERSIDE �R NS� — i � � -------------- - �'---- i ! 1 � EXIS'I' APpRoACH SI.AB � ' � , r � r � i � i r R ' ousr sioEwarx ; � � � � � � � , � � , � � . � EX�S'f hABGF' J TO REMAfN SEAL CRACKS ON APPROACH SLAB, 30 LF PLA�! (�o�r To sca�) DCISf JOiNF PLATES TD REMNN rn 0 �a m� �� z4 j,l �a � a ��, aQ- u o [ CLFJ4N AND SEAL JOINT, 26.2 LF �SEE JOINi SEALJNG ��L) � 1NSTALL MBGF INSI'ALL 25'_0" TRANSfIION MBGF : ,1 � , , � � � r ; i i � , FACE OF � EXfST CURB i ENO 6RlDGE r ��------- � ABUTMENTN0.3-------- ¢ ' 3 1 �-- --� o Q , s � i � R � Q � � � 1 � '° i �151' APPROACH SLAB n r i �FACE OF � Exisr cuRe 1 1N FlELD � �" � �i�" �sE cu�ss � sEn�wvr wmi eacK� �O� Ttl SEAL THE �CPANSlON JOINT EXiST JOIN7 PLATES TO REMAIN INSTALL BACKEft ROD 25 PERCENT J LARG�R iWAM EXPANSI N JOIIVT) JOINT SEAf�ING DETAiL J � �� ax� � 41 SF11L CRACKS ON �-- EXIST M9GF APPROACH SLA.B, 30 LF TO REMAIN �-- � ---i� REMOVE 27 LF EXIST MBGF GENERAL NOTES: i. corrrRacroR To cooRnir�n� wrry cr€Y or� v�� C�OSURE. TRAFFIC CONTROL fS SU851DIARY TO REYYAIR COST. 2. CONTRACTOR TO VERIFY REPAIR AREAS ANU OIMENSIONS IN THE F1ELD PRfOR TO DROERfNG MATERIALS. 3. SE4L CRACKS 1N APPR4ACH SLAB IN ACCOR�ANCE WITH "TxUbT CpNCREfE REPAIR MANUAL" CNAPTER 3, SECTIDN 7 FOR CRACK REPAIR — SURFACE SEAi.lNG PROCEDURES. 4. CLEAN AND 5� EXISTfNG JOINTS IN ACCORDANCE WffH ITEA1 438, CLEANfHG AND SFJWNG JdINTS. 5. EXlSi'ING BRIOGE INFORMATfON ACQUIRED FROM SITE YISITS CONDEICTE� DN APRIL 1, 202U AND JANUARY 13, 2�21. y��,�� oF TF�� 2/10/2021 '•. . �� . '. A . ..........................:.... "fHOi�lA5 G. ,4SNCR4Ff . . ................:.... -a'•. _ 81411 � � x ��/✓,�`� PifA�/ � '� .I I. . I � �i�. CIlY OF FORT WORTH BRIDGE REPAIRS BRIDGE REPAIR DETAILS N RIVERSIDE DR NF3 BRIDGE OVER_'1RIBUiARY BIG FOSSfL CREEK OelgnM: CPY ON. N0. �AIE FIDEWL Ah] PRJIECE N0. cn�e: CpY 6 7EXA5 o�: CPY dsc caurm camto sEcnaN �oe M0. N0. N0. % SEE CONCREfE p057 REPAIR DEfAlLS SEE ME7AI. FtAIL R�pA1R DETNLS �1 2'-6" � N UNtVERSffY DR NB � iL2 TRANS 12'-4" ANGI..� 1�SGF SEGMENT SO FACE OF RAIL AT END OF SEGMEIVT IS 1'-fi" MIN � � BEHIND BACK aF' CURB - � � PRaP SAFE[Y Q . r�u�. � 9 � 1 1'-0' l + , �'—v" � � 5'-4' �I] f � 4 ° � � _ h1 t_J �..J L.lMIT 0� F'I�OP CONC RIPRAP 6 7 3'-4" 9 N ¢ I 3 � u FACE OF DCIST RErwNiNc wat.� �erarAL! 72'—B" D(IST MANHOLE � � REfA1NING WALL ��5A5�S E ,4�UTMEhiT F2ETAIN NG W REPAIR �ETAILS � N UNNERSITY DR SB � � z. � EXlSi BRiOGE RNL� I S (�5) AT 9' IXISTING FACE DF CURB AT MEDIAN � 1 WU (�5) AT 6" I R (�4) Ai 8" I SAF�TY RAlL ELEVATIOIV = 15'-1" �x�� EXISTING FAC� OF CURB AT ME�IAN INSTALL CRASH CUSHEO�f ATfENUATOR EDGE OF ATfENUATQR CASi ATTENUATOR SUPPORT SLAB SUPPQ� $� AGAJNST BACK OF EXISf1NG CUR6 � � �� -- � ` �-- -�� EXiS17i�G &4CK 4F �I CURB AT ME�IMI i� �� _� r � � � m / � �EXISTING FACE OF / / CURB AT MEDIAN / / �� -�� ff � � � - � � � 1 � J l PLAN ��D(IST BftEOGE RAIL �.,�, �u�. I 1'-3" �P) I N wu (�s} pClSTIHG FACE OF CURB AT ME�L4A[ �� r I AINING WALL� I # � BARS R (#4) T411 F7WL. � {No wir�oows, BARS S & wH NOT SHOWN FOR CWRIII� � �"'�n �i ' EX[ST CANC ?ROP CONC N RIPRAP TO IR[PiiAP (4'� REMAlN . I � � H {�5) s, I N TRkF}��C RAEL FQUNDATION ' R ��4) �'—s" SECTION A—A GEN�RAL NOTES: 1. CONTRACTdR TO COORDINATE WITH CffY ON LANE CLOSURE. TRAFFlC CONTROL IS SUBSIDU4RY 70 REPAIR COST. Z. G4N7i2ACTOR TO VERiFY REPAIR AREAS AND DiMENSIONS IN THE FlELD PRIOR TO ORDERING i�1ATERIALS. �. EXISTING BRI�GE INFORMA710N ACQUIRED FRO�[ SffE VI51T5 CONDUCTE� ON JAI�UAI2Y 20, zo2a ar�o JANUARY 13, 2421. 4. SEE TXQOT T411 SiANOAR� FOR RAIL �ETAILS NOT SHOVYN. 5. SEE TXnOT TRF STANDAR� FOR TRAFFIC RAlL FOUkDAilON dc !u[ISCELLANEOVS ��f'NLS NOT SHOWN. 6. PAYMEN7 FOR REMOVAL OF EXISTING RIPRAP ANP �IBGF SU951�]HRY TO OiNER BID IT��ES. 7. METAI_ BRI�GE RAJL AT NE CORNER OF N UNYVERSffY DR NB BRIDGE TO BE REPLACED. SEE METAL WUL REPAlR �ETAIL �2. 8. REPiACEMENT OF IXISIING POSTS IS TO 8E PNO SUBSI�ARY TO ITEM 'REPLACE (57�EL R/UL)". MBGF f�OTES: 1. INSTALL METAL BEAM GUARp FENCE, TRANSITIONS, AND CRASH CU5HIONS PER FXOOT GF(3t)-t9, GF 31)TI2-TL2--19, TAU-II-R(N)-16, ANo TAS(M)(N)-�79 STANOARDS WWERE LOCA'I'ECI IH PLAN. 2/10/2021 ��_'. C'J .' � '' : . .:........................... iNonaas c. ns�cw�r . ............................. .a �. _ 81411 _ : a, +`� � REWSION �� iEXAS BEGISTEREU RNGfNEE81NG FIHI BRIDGE REPAIR DETAiLS N UNINERSITY Dft OVER WEST FORIC TRINkTY RiV�R orryn.a: CPl' urv' no°: srx� �o� wo raaEcr xo. cn.a�.a: CPY S TEXAS arc�m: CP'! asr. courrtr oai�RO sccnox doa NO. NQ NO. r.�,r.c CPY pw: PROP SAFEfY RAIL �BR�GE RAIL� LIMff OF PROP i FACE OF EXIST I CONC RIPRAP f CURB AT ME�IlUV-� i I . �'d -' o d - a d j i � �—vv � � � � — � � ! SPAl.L AREA (4 S� 1 FACE OF aCIS7 I i I BI2IDGE RAlL � —^-� i 5•--5" PL�11� SEE CONCRET@ POST REPAIR pETAI FACE OF EJCIS'f REfAINWG WALL �LEVATION MEfAL RAIL REPAIR PLAN #1 EXIST BRI�GE RNL � �--��EXIST BR[DGE RAIL � � SPALL AREA (31 S� I � � 2,_0• � �SAW—CUi LINE � EXISi REiAINING WALL I ELEVATION � � T Q V ABUTMENT RETAINlNG WALL REPAIR DETAILS ABUTMENT REfAINfNG WALL SPALL REPAIR NOTES: 1. REMOVE ANY DAMAGED OR L005� CONCREfE. 2. SAW—CU7 THE PERIMEfER OF REPAIR APPROXIMATELY Yz TO 3'4 IHCNES BUT Da NQ7 CUT IXISi1NG REINFORCING SfEEL, qpJUST p�PTH AS NECESSARY TO AVOID �AMAGING REINFORCEMENT. 3. USE OIVLY HANO TdOLS {?R POWER—DRIVEN CHIPPENG TOQLS (t5—LB HAAdAIER t�AXIMUM) TO REMOVE CONCREfE. 4. RE�IdVE ALL RUST AND OTNER pELETER[OUS MATERWL FROM THE EXISTING REINF'ORCING STEEL TO ENSURE PROPER BOHUING WiTH THE REPAIR MAlERIAL. 5. FOLLflW THE 'fKDOT "CANCRETE R�PAIR MANUAL", CHAPTER 3, SECTION 1— A�INOI2 SPALL REPAIR, FOR CONCRETE SURFACE PR�PARATION. B. USE TXDOT TYPE VIII NEAT EPDXY COMPOUND MEFfING THE RERUIREM�N'f5 OF iX�DT UMS-6100, DMS-611Q ANd MpL FOR TH£ REPAER. 7. FOLL04V MANUFAC7URER'S RECOMMENDATIONS FOR CURING QF REPAlFt FAATERIAL. 5" RADIUS EB (�fi) ANCHOR SPAC Q ns sHow,. ,,_�^ �1" CHAMFER RPJL REfNFORCING NOT SHOWN FaR CLARITY �� . o ?-� I � N p W m � 6" 'IST COi�C V ]EWALK EB 6) ANCHOR BARS SPA AS SHOWiV 6" 3" R 4" DW PIPES (TYP) y4. � �) � � i � cV c TaP OF sioewa�uc (4) �" �iA ANCHOR 90LT5 �-- EXISf SECTION A—A B�� 21 i 012fl2 � °�•`T•'• ,{ •' � G3i .�F .[i� l�� . + . .:........................... THOMAS G. ASHCRAFC ............................... .a`•. _ 81419 _ : ,2-: E�EVATION SECTION B-8 COlVCRE�E P�ST REPAIR DETAILS 0 2. EXI5F CONC sioEuvwx CONCREfE P057 REPAIR DETAILS: EMBEO EB_(�6� ANCHOR BDLTS WffH A n�e ui, cLA55 C, �, E, OR F ANCHOR A�HESIVE. MINIMl1M ADHESIVE ANCHOF2 EMBEDMENT �EPTH IS 5�'4". W�ICHbR ADHESIVE CHOSEN MUS7 BE ABLE TO ACHlEVE A BASIC 90ND STRENGTFf IN TENS�ON, N6a, OF 2Q KIPS. SU9�[iT SiGNE� ANQ SFALFD CALCULATIONS OR THE �fANUF"AC'fURER'S PiJBI]SHE� UTERA7UIt� SHOWING THE PROPO5�U ANCHOR ,4�HESIVE'S A6lLITY TO OEVELOP THIS lAAO TO THE ENGfNEER FOR APPROVAL PRI4R YO USE. ANCHOR INSTALI_AT10N, INCI.UpING HOLE SIZ�, �RiLLING, ANd CE.EAN OU7, MUSi BE fiV ACCORUANCE WITH ITEM 454, "RNL[NG". SEE 7YPE 71F RAIL STANDAR� FOR REINFORC[NG STEEL �EfAILS. I`�'� � �, flEVI510N � �� [E%bS REGISTEAED EHGIN€ERIHG HAI BRfDGE REPAIR DEfAfLS ��b: c�r cn�x.a: cPY o.� cPY N UNIN�RSITY DR OVER WEST FORK TRENITY RIVER !. r+o. s�n� r�n� uo wtaecr xo. eauem pw 1 RS7PEE� pOST� AN� 1� HAMORAIL PANE�) INSTALl. SG7 �smor� � RNERSi�E �R NB 6EGiN BRIDGE ABIJTMENT NO. 1 � 91A5T CLEAN S5� ROCKER BEAft[NGS AND GR3N0 pbWN CO ROS[ON IF PRESENi, FlEl� PAINT ALL ROCKER BEARINGS IIF"fER CLEANING-� EXIST MBGF' TO REMNN ! 6" 3" R rn I ° � � 4" I]IA PIPES (NP) m m � y�. z� a �� (�) aa� � "� �B iYP U U � iv � TOP OF SIDEWALK 8" 80'-0" EXISf MBGF' ID EXI5i SGT �3 � o E2EMOVE Z�l� �` A�ETAL W—BEAMS � — - SEE METAL RAfL �'�I�'n� 1 REPAIR DE.TAILS � � � � BENT NO. 2 ' ' � � ,' ---��--------• ,,,--- > > ] 3 3 3 � �GIR�ER �5 i • i � � �_. _ 6Lq5T CLEAN (5 ROCKER BE4RINGS AND GRiN� DOWN CO ROSION IF PRESENF. FlELD PfUNT' ALL ROCKER 9EAR[NGS AFfER CLFJUVING IXISf MBGF TO REMAIN �--�,' � \ END BRIOGE ABUTMENT N0. 4 STRAIGHTEN T1L7FD RAJL Pat��s allo ao�usr uc�r EXIST �[8GF TO R�MAIN �MPAC'FED RAIL POST� (24 C.F) 2'--41�" PLAN (NOT TD SCALE) 1• INSTAl.L �EETAL BEAM 6UARD FENCE, TRANSI110NS, TX�OT GF 37 -19 ELEVATION METAL RAII� REPAIR DEfAILS EXISf AHU7MENT BACKWALL �y" DIA ANCHOR BOLTS `EXIST SEGTION A—A ��M�R � ;� �xisr EXTERIOR GIRDER TOP OF ABUTMENT CAP IXIST ROCKER BFARING REPAIR CONCRETE SPALlEO AREAS INSTALL M9GF INSTWI. 2: (3.9 S� AND CRACKS (7 L.� Ok TRANSITION �[8GF ABUTM T 6ACK4YALL - SEE ABl1TMEM &4CKWALL REPAlR �EfAJL MBGF NOTES• GF�31)�AT-rn19, AN�_F(.31)TR-TL2--1$ SiANDAfZQ wH R� LOCA7ED IN PLRN 2. INSTALL POSfS WHERE UETACHE� OR ROTTED POSTS WffH UNDAMAAGED W-SEAMS ARE OBS�RVEI]. t�ATCH IXESf POST WEIGFff MID SPACING PER DIRECTION FROM CffY tlF FQRT WORTH. PROP GUAR�RAIl. SECTION DOES NOT MEET 2U19 5PECIFICATlONS FOR GUARDRNL HEIGHT. Q1 SEE ABUTMENF BACK4YAlL CRACK REPAIR NOT�S. O SF� ABUTMENT 8ACKWALL SPALL REPAIR NOTES. 2'-6' , �1 �LEVA710 N (LOOKING NORfH) ABl1TMENT BACKWALL REPAIR DETAiL SAM!-CUT LINE Q1 CRACK� QQ sPau aR�a +� i aCRACK� � AREA Q2 in EXIST WlNGWALL TOP OF COIVC RIPI7AP FRONT SLOPE ABUTM��1T BACKWAL� CRACK REPAIR NOTES: 1. FOI.LOY! THE TxQOT "CONCRETE REPAIR MANUAL". CHAPTER 3, SECTION 7- CR,4CK REPA[R - SURFACE SEALJNG, F4R CRACK PREPARATION. 2. USE MET}EOD 1: ROUT-AND-SEAL CRACKS TO REPlhIR CRACKS IN BACKWALL ABUTiNENT BACKWALL SPALL REPAEft N07ES: 1. RE�[OVE IWY OAMAGE� 4R LOQSE GONCRETE. 2. SAW-CUT THE P�I2fMETER OF REPAIR APPROXIMATELY 1¢ 70 �'4 INCHES BUl' �O NOT CUT EXISFIN6 REINFORCING STEEL A�JUST p�PiiH AS NECESSARY TO AVQID DAMAG[NG REINFORCEMENT. 3. L75E OiVLY HAND TOOL OR POWER-DRIVEN CHIPPING TOOLS (t5--L8 HAMMER MAXIM[lAi) TO REMOVE CONCRETE. 4. REMDVE ALl. RUST AN� Oi}IER �ELEfERI0U5 MATERIAL FRaM TH� IXISTING REINF'DRCIHG STEE� TO ENSURE PROPER 60N�ING WffH THE REPAER MATERiAL. 5. FOLLOW THE TXQO7 "CONCREfE REPA[i2 MANUAL", CHAPTER 3, SECTIQN 1- MINOR SPALL REPAIR, FOR CONCRETE SURFACE pREPARATION. 6. USE TX�OT iYP£ VIII NEAT EPDXY COMP4UIVD MEEi1NG THE REqUIRFJdENTS OF TX�OT OMS-8100, DMS-6110 AND MPL FOR THE REPAIR. 7. FOLLQW Id/WU�'ACfURER'S RECOMMENOATIaNS FOR CUI2ING OF MATERIAL. MATER[AL f�OTES: 1. PROVI�E ASTM Ai085 OR A5UQ GR 8 FOf2 ALL METAL RAILING MEMBERS AND POSTS. 2. GALYANIX� ALL MEfAL COMP6NF�VTS OF STEEI. IiA[L SYSTEM. 3. PAINT 4VER GAl.VANIZ[NG, FOLLOWING THE REQUiREMENTS FOR PAJNTING GALVM[IZED ST�EL 1N ITEM 445, "GALVANIZIHG' AND WHEN FlEL� YAINTlNG, ITEM 446, "F1EL0 CLFIWING AND pPJN71NG STEEL° 4. SLEEVE MEMBERS ANI] ANCHOR BQLTS MUST RECENE GAl VANIZATION PRIOR 70 INSTALLAT[ON AND ONLY F1ELA PAIhCf AFffR INSTALIATION UNLESS DIRECTE� OTHERWISE BY ENGINEER. 5. AI�[CHOR BOL7S MU57 BE 4y" DIA ASTM 0.307 GR A FULI.Y 'FFIRE4DE� RO�S WITH pNE HE:1C NUT AND ONE HARDENEO SfE�L WASHER {ASTM F'9�6) EACH. NiiTS MUSi' CDNFORM TO A57M A563 RE4ilIREMENTS. EiuIBED FULLY THREADFD ROOS 1N70 PARAPEf WALL W1TH A TYPE fll, CLASS C. D, E, OR F 1WCHOR ,4aHESNE. M[NIMIIAR ADHESIVE ANCHOR EMBEDMEN7 p�P7H [S 3'. ANCHOR A�HE5NE CHOS�N MUST BE ABLE Tp ACHIEVE A NOMINAL 80iVD SfRENGTH IN TENSION OF A SINGLE ANCHOR, NA, OF 5 KEPS EDG� pl57ANCE MUST 6E ACCOUNfEd FOR . SUBMR SIGNE� ANp SEAL�D CALCULATIONS OR TME MANUFACTURER' PUBLISHE� U7ERATURE SHOWING TNE PROPOSEO ANCHOR A�HESNE'S ABILJTY TO �EVEL4P THIS LOAD TO TH� ENGIIVEER FOft APPROVAL PRIOR TO USE. ANCHOR MSTALlATION, IhCi.UD1NG HOLE S3Z�, DRILUNG�y ANQ CL�AN DUT, MUST BE IN ACCOR�ANCE WffH ffEM 450, "FtNLING . RE�[OVE 412 LF EXIST MBGF IMPACTEO W-BFAM AN� R TfED TTM9ER POSTS) GENERAL N�TES: 1. CONTRACTQR TQ COOROINATE WiTH CfTY ON LANE CLOSURE. TRAFF[C CONTRaL i5 SUB5IDIAC2Y TO R�PAfR COST. 2. CANTRACTOR TO VERIFY REPAIR AREAS AND DIhdEN510N5 IN THE FEELD PRIOR TO ORDERING MATERIAlS. 3. EYCISTING BRI�GE INFORMATION ACOUIRED FROM 51TE VISffS CON�LICTEU ON MAY 21, 2U20 AiVO JANUARY 13, 2021. 4. REMOVAL OF E]ClS7 METAL W-BEAMS ATfACHED TO BRI�GE RAIL SUBSI�IARY TO REPIACE (STEEL RAIL). 5. CLF_ANING AND FlELD PAINTING OF ROCKER BEAkiNGS 1M[LL BE PAI� FDR BY EACH. B. REANR OF EXISTING POSTS IS TO BE PAID SUBSIDARY TO ITEM "REPAIR (STEEL RAIL)'. 7. REPLACEM@NT OF EXESk7NG POSTS IS TO SE PAIO SUBSID.4RY 70 ITEM "REPIACE (S'iEEL RAfL)". ,�� o� ,. 211 D12Q21 �•�P.�••�� ,+ : . .:........................... THOMAS G. ASHCRAFf ... : .......................:.... .q�. „ 814t1 „ r%t� -- �, E�. E � �� GISTEREo ENGIAEER]HG FlAM F1747 BRIDGE REPAIR DETAlLS RIVERSEDE DR NB BRIdGE OVER W�ST FOR�t TRINIIY RIllER Y ,... �.. SfAE FmEwV. No PIWlECE Nu. cn�va: CAY 6 TEXAS om.re CPY o�sr. cwxrr � pw 1� PF2pV@E BLACK, L�AU FREE, CFC FREE, AND CFHC Fi2EE PAINT THAT IS WA�ER PROOF, WEATHER RkSE57'ANT. fUV� OftIES IIVSTAN'fLY ON ALI. SURFACES WI7�i0UT SME4RING, SMUDGING. OR RfPPCJNG. BEGIN BRIDGE EXIST MBGF AB�fTMENT NO. 1 TO REMAiN � GE NUMBEft ON ASUTMENT WALL TO 2U-ZR72-UO-002� 1Q E BEEVT ND. 2 � � �� EXIST MBGF TO REMNN � �a m� �� z� aa ��i 3a n a' TT aa tl U a � z J � U Q � SEE IXPANSION JOlNT REPAIR SUMMARY 7ABLE FOR L.F�[GTH tlF HEADER JpINT AND JOfNT GAP BFIVT Q � � ii �i Z �; � ROSEflALE DR EB� i i J FACE DF EXIST " BRI�GE RAIL .�." - - , , - — - — - — - ' �' - — - —" - U i i i i ¢ � i i � �� ,� g �� PlJ�N (NOT TO SCALE) SE� EXPANSION JOfNT RERAIR SUMMARY TABLE FOR LENGTH OF MEADER JOINT AN� JOIN7 GAF� � GEi�ERAL NOTES: 1. CONTRACTOR 7p COORDINATE WffH TF{E CffY ON LANE CLOSURE, TRAFFlC CONTROL IS SU651DiARY Ta REPAIR CdST, 2. CONTRACTOR 70 VERIFY REPPJR AREAS AN� pIi�ENSIONS IN THE FlELD PRIOR TO ORDERING MATERL4L5. 3. EXESTING BRIDGE INFORMATION AC�UIRED FROM SfTE VISffS CON�UCTE� ON APRIL 1, 2420 l�ND JANW4RY t3, 2021. 4. PAYMENT FOR REMOVAL OF EXISTING OVERI.AY SUBSiOW�Y TO PAYMENT FDR MULTI-LAYER PDLYMER OVERUAY. 5. SEE SHEET 5 OF 5 FOR EXPAMSION JOINT REPAIR SUMMARY TA6LE AND HEA�ER TYPE �CPANSION JOINT DETAliS. 6. PAINTING SiRUCTURE NLIM6ER WORK WILL NOT BE MEASUREA QI2 PAID FOR �1RECTLY BUT W[li BE GONSII]ERE� SUBSIDARY TO OTIiER BID ffEMS. �� TENAS AEGISiERE� ENGINEERING FIAI oesqned: CPY cnea�ee: CPY a,o.� CAY �Q,.��, OF p�� ZI1 OI2O2'� �:� � ��.s ,:� '� . ...:......................... .. THOMAS G. ASHCRAFf . .........................:... .a �. _ 8141 1 .. : a �' � � � �� BRIaGE REPAIR DETAILS ROSEDALE DR EB OVER IVERSiiY DR/RR/TRINITY RIVER �a- SfAtE FEDEAJL NO 1'ROJECE N0. muxry � � a J m w z ---- J � Q � , ' —/ � RAfLROAD �, BENT NO. 9 / � / / BENT . " ,. : , __ "� � .-.`"�'� RosEon�E oR �e - r,% ' , :f ,�' _ � r �. , --- --------�'_—_�._._. ,=._�� _ �ncEn��xisr__.�----.�-- ' '-� - - , --- - — - - -- - BRfDGE RNL _ .�`/r' , ,' � . ES E IXPANSION JOfNT � REPAIR SUMMW2Y iAdLE / � FOR I.�NG7H OF HEADER JdINT AN� JOfNT GAP PLAN (Nor ro sca� N rn �Q m�� z a ¢. �� . 9 P: a� u � BEiVT NO.1 1 i , � , I 1u ' ' : , � 2 � , � , = j � � ROSEDAL� �OR EB I� �� C] � -" ' ' � , f� r. : ''- � F � - � ± � � � r � � � � � �� r i � � i � ,� ; e r j e r r �' i � ' i i r . r r � CHISOLM / TRAIL TOLL ROAp� / � / � BENT NO. i2 B�Ni' N0. 1� I I ' ' , � , � � ' ' ' � i e � �r �r � � r' � � � ,� r � r r ; '; ,` � � ; FACE OF EXIST � ' � � - � - — - — i i _ -r .�— �r -�— i '� � � � � - — ' —� e , � r e r � i ' ; 'r � i � � '� i� � � e i � � r r � r r i � �� r i , / � . � —/ � RAILROAD O z _+' � 1 � + F'v` 4 � ' � �SEE DCPANSiON JflINT REPFUR SUMMARY TABLE S�E EXPANSION JOlNT � UNIVERSITY DR 58 � UNIVERSR'C DR NB FOR LENGTH OF HEAD�Ft REP/UR SUMMARY TABf..E ' � JOINT AN� JOINT GAP FOR LENGTH OF HFADER JOfNT AN� JOINT GAP PLAN (No� ro sca�) � � � ._, BRIDGE R�PAIR DETAILS o�9nee: CPY Chscwa: CPY om.m CPY 5 cnecy.e: CPY pw 5 a cowm cmv�u uo smaccr Na �(� �F„T�L� 2�� 2�2'� �r°'��''..� v`�y, • r ': a ...:........................... iNOMAS G. ASHCRAFf . .............................. ,-a�. _ 814i1 ,. :,� .'o�� w 1.�. � U Z _�' � U 4 � SEE EXPANSfON JOIN7 REPWR SUI�MARY TABLE FOR LENGTH OF HEA�ER JOINT AIV� JOfNT GAP MBGF N�TES: � TREATMENT ERBTX�OT 6F(3��i9E SGT(tQ5 �1-16 SGT(115)31-18, ANQ SGT(12�)�1-18 57AN�AR� WFiEii� CtlCA7EP IN PLAN. 5 � �I� �� i,i � �� --� ' ' _ �.. U � �� e � i�r � i i i i � � � � i � i i � ROSE�ALE DR EB � �,� � � r � - � - � , �� i,� i� i i i �i — SEE EXPANSiON JOINT REPAIR SUMMARY TABL.E FOR LENGTH QF HEAUER JOINT AND JOINT GAP BENT � i i � �'r i i r i � � r , � � r i r,� �� , , � � � FACE OF IXIST � � �` r � — _ _ � � BRfOGE RAIL � � ' �. ' � . — _ � _ r r � i � r i�� W i i i'i r r Z �� ii ,� „ J �� = l / U � �� H ' � i ; _ �r'r � RAMP� i� F'ACE OF IXIST �� ; r . �' " BRIDGE RNL � ; � „ .� �� ' ' CONCREfE SPALL [NSIDE FACE 4F RAIL {t 5� - SEE EXPAIVSiON JOIIVT SEE CDNCREfE RAIL REPAIR SUMMARY 7ABLE REPAIFt pETAIL F'OR LENGTH OF HFADER JOINT AND JOINT GAP �a �m �� ZZ 4¢� �� aa u u PLAN (NOT TO SCALE) r � i i i i � i � FACE OF EXfSF _ - ; BRI�GE RAIL ; ; �� ,� r � i� � r�r r•r � � r �. � ��' � ROSEDALE �R EB� - �� ; r e r � r � - - r --'� - '-'.."_ - e � i�i i � r e r i � i + r r r r � i � i r r r i , < <, ��r e i ! ! ' e r r � r r r r r i � r i e r r'r �� r r e r � r' r r „ � �� (NOT TO SCALE) EXIST BRIDGE 0 LINE EXISf EMENi' CQNCftETE RAIL REPAfR DEiAlL S�E EXPANSION JOINT REPAIR SUMMARY TA9LE FOR LENGTkf OF' NEA�ER J4fNT AEJD JOINT GAP BENT NO. 18 �� ,� e,i r � i _ i _ �- - �— - �SEE D(PANSION d01NT -r ;,i REPPJR SUMMARI' 7ABLE � � F'Of2 LENGTI-E OF HEADER i+ i .inrnrr eNn .inir.�r raa � � �� , IZ4M1P� FACE OF EXlSi � f eRioc� anr� 1 BENT N0. 24 � '� ' , r - — - — r i � i e r i i r r � � e r ,� << r i f I r � ;` i �' f EDGE OF 7RINIT( RIVER BENT L.L — ` '.."— - — ' L2J Z J _ U SEE EXPANSIQN JOINT Q REPWR SUMMARY TABLE � FOR LENGTH OF H�ADER JOINT AN� JOlN7 GAP LiJ W � J 2 U Q � � CONCREfE RAIL R�['AIR NOTES: 1. REMOYE ANY OAMAGED OR LOOSE CONCREfE. 2. 5AW-Cll'f THE PERIMEfER OF R�PAfU APPROXIMATELY S¢ TO �'4 INCHES BUT 00 NOT CUT EXISTING REINFORCING SFEE�. ADJU57 UEPTH AS NECESSARY TO AVOI� �AMAGING REIHFDRCEMEIVT. 3. USE ONLY NAND TDOLS OR POWER-bRIYEN CHfPPENG TOOLS (15-L9 HAIu[MER MAXIMUM) TO REMOVE CONCREfE. 4. WHERE REINFORCEMENT IS EXPOSED, REMOVE CQNCRkTE FROM AROUND 7HE BAR SUCH THAT 1 INCH IUIN OF CLEARANCE 6EfW�Ei+i THE BAR AND FNE SI1RRDllNOING CONCRETE [S PROVIDED. 5. REMDVE ALL RUST AN� 07HER DEL�iERlOUS AIATERfAL FROM iHE EXISIING REENFORCING STEEL TO ENSURE PROPER BOh01NG WffH THE REPAIR MA'IERlA1.. B. FOLLOW THE TXUDT "C4NCRETE REPAJR MANUAL", CHAPTER 3, SECTION 2 INTERMEDIATE SPl4�1 REPAIR, F4R CONCREfE SURFACE PREPARATION. 7. USE TXDO7 7YPE D EXTEN�EU REPAIR MATERUILS MEETING THE REQUIREMENTS OF TXDOT �MS-4855 F4R THE R�PIUR. 8. FQI.L.OW AAA�+ILI�ACTUftER'S RECOMMEN�ATiONS FOR CURING QF RE?AIR MATERIAL .��.oF. Tf� 2/10/2021 lQ:-•"' � y. � 3, ' � .. .: •; ................................ �i � THOMAS G. ASIiCRAFT ....:........ ................... �a'•. _ 81417 _ r'�tr 9�G. � Rnnsww � �� E%AS REGESIEAEU ENGIRE4AfHG FfRM F-7i41 BRIDG� R�PAIR DETAILS R05EDALE 0�2 EB OVER UNIVERSfiY �R/RR/TRiNITY RI1/£R o.,;y�va: CPY �' Mo srFre rEOQeu Ho rr,wwEcr xo. cn«�.a: CPY 6 TEXAS oro.,� CPY asr. caumr caw�na se� N xoe ns i SIL�ICON� SFAL � O 4 O2 (TYP) � IXIST OVERLAY� � 6• � °��%i'2/. -,- � -- �l �i i � � � ,, ri------i r �i ; �:; ------1 � — � — � EXISTiNG CONCREfE 5L4B CHAMFER CORNER Y+" (7YP} 6" , �. r IXISf OVERLAY � F� � � i ; t �i i 'i :______�; '^, I � `' �------ — — BACKER R0� 25� LARGER THAN JOINT OPENING IXISTING CDNCREfE SLAB S�CTiON THROUGH EXPANSION JOINT ANGLE TYPE ARMOR SHOWN. DE7AfL IS IDENTICAi. FOR PLATE TYPE ARMOR OR UNARMOREO JOINT. �--1 I ` eRiocE w,[�.--� 1 1 UMfi tlF � JpINT SEAV+NT� ' 1 � 1 I y � I \�. I pER MANUFACTURER'S RECOMMENUATION L1MIT OF MUL71—L4YER POLYMER OVfRLAY -TOE OF �tA1L � U �a m� �N zz ¢� � I I I � �_—�_._....�----------- JOINT SEALANT T�RMI[�ATION DEfAIL BRIOGE Si1tiB EXPAMSION JOWT REPAIR SUMMARY TABLE BENT NO. �PRDXfMATE ,�p��T Gpp LENG7H (LF) 1 27 1 1/2" 3 27 2" 5 27 3" 6 28 2 1/2" 8 85 2" 10 88 2" 12 46 2" 14 48 1 3/4" t6 44 4 1/2" 18 44 1 1/2" 2� 47 17/2" 25 fi6 11/2" 27 57 2" 28 55 11/2" RAMP 35 t1/2" REYISION � �� '�.GISiERE� EHGINEENIRG FIRM F-iT41 BRIDGE R�PAIR DETAILS RQSEDALE DR EB OVER UNlVE1�SITY/RR/TRENITY RNER �n. Ro. sa� emau� uo vaw[cr xo. 10 SAW Cl1T OVERIAY TO THE TOP OF DECK AND REMOVE MATERIAL TO EXPOSE THE JOINT. 20 SURFACES WHERE HEA�ER MATERIAL IS 70 BE PLACED MUST BE CE.EAN ANU ORY IN ACCORQANCE WITH TFfE MANUFAC'I"URER'S SPECIFlCATIONS, i2EM0VE ALL ASPHALTIC MA'iERIW_5 FROM THE �ECK WHERE T}iE HEADER MATERWL IS PLAG�O. Q TWlGKNESS OF HEA�ER MAiERIAL TO h�ATCH THICKNE55 OF EXISTING APPROX. 2" TMICK OVERLAY. DO NOT CANTILEVER HEAUER MATERIAL OVER JOINT OPENfNG. Q MATCH EXISTING d0[iVT 4P�NING. Q AFTER PLACING HEAQEFt MATERlAL, INSTAL� &4CKEF2 R0� AND SEALANT IN ACCOFt�ANCE WfiH ITEM 438, "CLEANING MfD SEALJNG JOiNTS". EXTEND SEALANT UP INTO RFUL IN ACCORDANCE WCfH iufANUFACTUR�R'S SPECIFICATION. 60 1'-0" MfN UNl.E55 4THERWISE SPECIRED BY MANUFACTURER. HEADER iY�E �XPAN510N JOl�ET NOTES: 1. HEADER TYPE JOINT TO 9E IN ACCORDANCE WITH ITEM 45A, 8R1pGE D(PArlSfON JOINTS'. 2. PAYMENT FOR REi�OVAL OF DCISTiIVG OVERlAY AND PI.ACEMENT OF Ml1LTf--LAYER POLYMER OVERLAY IS SUBSfDARY 70 PAYAIENT FOR HEADER TYPE EXPANSION JOINT. 3. HEADER JOINT WILL. BE PAID FOR BY THE LIN�AR FO�T OF SEALANT. �� o�2a2� ��.,`:: � .. ��,'� :; . .:........................... 7HOl�AS G. ASHCRAFT . .:........................... ,-a�•. _ si 41 � ,. ��r, .�� Ol `N V - ■ cnxkea: CPY o�.n: CPY cnuHrr EXIST �ABGF TO BEGIN 6RIOGE ABUTMENF Nfl. 1 EXIST APPROACH SLAB EXIST H[BGF TO R�MAAIN CLEAN AN❑ SEAL JOINTS, 37 LF E � � E REPAfR SPALL QiV EXi�aIOR TEE BEAM ST�M 0.8 SF - SEE EXTERiOR TEE B 0 AIL �o �aioce ABUTMENT N0. 3 P�i� IXIST DIAPHRAGM (NOT TO SCALE) IXISf WIPlGWAL.L rn �Q ---------------------- -� r-----__--- �� i� �� -----------'----------------""_—. � � ' `BE,AM T�E �FACE OF EXIST ' ' BACKWALI. ti� �� , �� , i; � ; ; TOP OF EXISf A9UTMENT CAP � i IXISTING ' ' 9FARING S�A7 �� ; ; SAW-CUT � � ��LENE �� , i� '___3____' 'r1 �_'__"»--. L______�_______� � � � � SP,vi w�En � A � � � TDP OF ' EXISf RIPRAP i-- IXI� OF i ABUT CAP _ � � _�r ELEIIATION (LOOKING WESi} EXTERIOR TEE BEAM DEfAIL � IXTERIOR SIDE i i OF IXIST � ' iEE BEJ1M -}i i � � � � � � � i � � � � � � 9�� _ ' � - i SAW CUT LJNE � ��' --__-_- --- I� n SPW1 AREA BOTfOM DF IXIST EXTERIOR TEE BEAM ABUTMENT 3 2' ABl}TMENT 1 1 y IXIST STEEL SEC110N TO REMAIN (7YP) CQNFOR�AS TO SLAB SIJRFACE (iYP) �_ i 1� u 5EC710N A�-A (LOOKlNG SDUTH) ABUTMENT 3 REPLACE qg�E[+ff 1 �STRIP 5�AL � ----� 1 �) ` � , ; ��1 ---------------------- ---------------------------- �`, ', . � i � 1 � }�� i, , + r � + ; , � � ; ; � ; , , ; � 24.- � � IXISi PAN , ' ' ' GIRDER (TYP) � � � � ; ; SA1N CUT LINE � � � � � � i e i � iOP OF INTERIOR � � - -------------��------- F � , , � EXISf BENT CAP ' � � � ' 3 I I ] s 1 I I 1 � � � � � __ __L______ _ _L______J__ ___ � SPALL AREA EXPOSED REINF 2�j �L.EVATION USE CLASS 7 SEALANT WRH B,4CKER RRQ TO s�u. nie �cpaNsioN �o�� bfAPHRAGM REPAIR DETAIL �------ 9 ;, A � � ; L----- INSTALL BACKER S7'RiP SEAL DETAIL Roo {25 PERCENT LARGER THAN (JOINT [N ROAOWAY SIJRFACE) �XPAEJ510N JDINT) SACKER ROD & SFALANT DEfAfL �D(IST CONCRETE PARAPEf �,q�[D CONCRETE P�ARAF� � 4P TOP OF EXIST SI�EWAlK � � � ; TERMINATE SfRIP SEAL AT TOE OF GURp. SEGiN � � INSiALLA170N OF BACKER � Roo & s�xnrrr �__ __-------------- INSfALL FllACK�Ft RQU & SEALANT TOP OF ROAOWAY SURFACE CURB, 51DE1NALK AND CONCREfE PARAPE7 JO[NT SEAL D�TAIL '" � c�nri av❑ s�u. I �i �JOfIVTS� 37 l.F i� � � SlDEWALK i I i �FAC� OF EXIST CURB � � � BEM N� 2�'� REPAIR SPALL ON DIAPHRAGM �� AT INt7'E!2[OR 6EN7 (1 S� S�E � � p1AF?HFZAG�f REPAIR DEfAI � � � � _ _ _ _ - _ � _ � _ _ _ _ _ __. » �--- _ _ � A _ � � /I � I ' 1 {� � I 1 I � I 1 � N SfaEWALK ; ; FACE OF DCISi CURB "� � . � SPALL REPAIR NOTES: 1. REMOYE ANY DAMAGED OR LOOSE CONCREfE. 2. SAW-CllF 7HE PEftIMEfER OF REP?JR APPR4XIMATELY ?� TO �'4 fNCHES BUT UO NOT CUT EXISIiNG REINFOf2CiNG STEEL ADJUSi �EPTH AS NECESSARY TQ AVOID bAh�AGING REINFORCEMENT. 3. U5E ONLY HAND TODL OR POWER-QRNEN CHIPPING TOOLS (15-LB HAM�[ER MAXIIu[i1M) TO REM01/� CONCRETE. 4. WHERE REINFORCEMENT IS DCPOSED, REAIOVE CONCREf� FROM AROUND THE BN2 SUCH THAT 1 INCH MIN OF CLEARANCE BEfWEEN THE HAl2 AN� THE SURROUN�ING CONCREfE IS PRqVl�E�. 5. REMOVE ALL RUST AN� OTHER DELEF�RIOUS MA'IERIAL FROAI THE EXISf1NG REINFORCWG STEEL 7O EkSIJRE PROPER BONDING Wi7H THE REP/UR MATERIAL. 6. FOLLDW THE TX�OT "CONCREf� REPAIR MANUAL', CHAPiER 3, SECf10N 2 iNTERMEI]IATE SPALL REPAfR, FOR CONCRETE SURF'AC� i'REPARATIQ[�. 7. LfSE TXUOT TYPE U EXTENOED REPAIR MATERL4L5 MEEfING THE R�QUIREM£NTS OF TXOOT DMS--4655 FOR THE REPAIR. 8. FOLLOW MANUFACNRER'S RECOMM�NDA710N5 FOR CURING OF REPAIR MATERIAI.. �-�—� MBGf TO REMAIN r� SYLVANIA AVE NB � APPR�ACH SLAB MBGF' TO REMAIN GENERAL NOTES: i. CONTRACTOR TO COOROINATE WITH CITY ON LANE CLOSURE. TRAFFlC CONTR�L IS SIJ�5181ARY TO REPAIR COST. 2. CONTRAGTOR TO VERlFY REPAIR AR�AS ANp DIMENSIONS IN T!-IE FIEI� PRIOR TO ORQ�RING MATERW.S. 3. EXISTING BRI�GE IkFORA�ATIDH ACQUIRE� FROM SITE VISfTS CONOl1C'fED ON APRlL 1, 2020 n�vo �,aHunRr � a, zo2 � . 4. CEEAI+I AND SEAI EXfSTING JOINTS IN ACCOR�ANCE WITH 1TEM 438, CLEANlNG AN[l SEALfNG JOINTS. PAYMENT FOR 571i11' SEAL, BACKER R0�5 AIV� SEALANT ARE SUBSI�IARY TO REM 438. .��.aF T� 2/10/2021 �CP •"' y,-'' � . . : '�•. ; . ............................. 'fHOMAS G. ASHCRAFf ...:........81411.... �F�'IS7E.R�� '•.. SS�ONAL � G. � N0. REYISION 61' � �� 7EIlA5 REG]STERE� ENGINEE8ING FIAM f-1T47 �� CIT`( OF FORT WORTH BRIDGE REFAIRS BRIDGE REPAIR DEfAILS SYLVANIA AVENUE NB BRIDGE OVER LtTTLE FOSSIL CREEK �uigne6: Cpl' pry' K�'p, +'TAIE FEDEPAL NO PR0.1FCE N0. HNHifN sn�.a: CPY 6 TEXhS wm.rc CPY asr. coi.mr coH�n.o �ox � � �....�.�. r.w 17 pw: IXIST SIDEWNJt EXISf APPROACH SLAB B�GiN SRIDGE � ABUTMENT N0. i ` � . - -� _ EXIST APPIiOACH SLAB � � �� SIDE FACING SIUEWALK SPALL AREAS 1Q EXIST PARAPEf SAW-CUT IJNE (TYP) t�,� o �� i:' i � Y �REPAIR MAJOR CRACK ON CONCREfE PARAPET (1.9 SF� - SEE RFPAIR #3 OF PARAPET REPAIR pEiAlf.S REPAIR SPAI.L QN CONCREfE PARAPE7 �1.8 SF� - SEE REPA[R �2 OF PARAPET EPWR DETAfLS REPAIR SPALL ON CONCRETE PARAPEf (2.2 SF) - SEE REPAIR �1 OF PARAPET REPAIR P�1'AILS REPAIR #1 PLAN 1Q SPALL ARFAS EIClSf P{hRAPET j � x�� I , s� CONSf JDIiYT SAW-CUT LJNE REPAIR #1 ELEVA710N {LQOKING SOl}Thl) � a n mm �N �� ¢a � vl n a• aa U U F� � �...,...,. ., .., . .,,--' SIOE FACI� EXIST REINFORCEh�ENT �.,.�, .g�O -CUT LINE (fYP) R�PAIR #2 PLA€� EXIST REINFORCEMENT SPALL '4REA` Q t__"_ J � � N CONST 12' SAW-CUT N JOINT , C1NE (TYP) ''1 EXIST PARAPET Q1 SPALL AREA 4" REPAIR #2 EL�.I/AT[ON (LOOKING NORTH) EXISf PARAPET SIDE �AClNG SIDEWALK-� BENT NO. 7 BENT NO. 2 FACE OF �v�cr r� �nL7 CRACK ON PR�GATED � THROUGH EXIST Fl1LL WI�TH PARAPEf 70P OF DCIST SIOEWALK FACE OF EXIST CURB EXIST APPROACH SLA9 TME� �� - _ �-� _ � _ � � EXIST APPROACH StAB � � Y ``�� - REPNR MAJOR CRACK ON COHCR � PARAPEf {1.8 5�- S�E REPAIR �4 OF PARAPEi IiEPAIR UETAILS � STRAIGliTEN 80Tf4�[ HANORNL � FIPE B�NT FROM It�PACT (10 LF) �� INSTALL BACKFl{l (32 � AN� STONE RiPRAP (23 Cl� AROUN� EXPOS IXISf bttNNAGE PIPE - SEE RIPRAP INSTALLATION �EUULS CRACK ON PARAPE7 G��AL NOTES: PROPAGATEO 7HROl1GH FUL� WiDTH �_ CONTRACTOR TO COORDINATE WITH CITY ON LANE CLOSURE. TRAFFIC CONTRaL I5 SUBSIDIARY TO REPAIR COST. N� �� 2. CONTRACTOR TO VER�FY REPAIR AREAS AND DIMENSIONS IN THE F1�LD PRIOR TO ORDERING MATERIAI.S. 3. EXISTiNG BRIDGE INFQRMA310N ACQUIRED FROM EXI57 PARAPET �� 3C 2Q2;CTED ON APRIL 1, 2020 AND REPAIR #4 PLAN 4. REPA[R OF EXISf1NG POSTS IS TO BE PAIU SU6510ARY 70 ITEM "REPAIR (STEEL R,41L)'. 4" 5. REPLACEMEkT OF D(ISTING PO575 l5 TO SE PAI� � SUBSEbARY 70 ITEM REPLACE {STEEL RAIL)". CRACK QN PARAPET PROPAGAIEQ THROUGH Fuu. wioni i REPAIR �3 ELEVATION (�QaK��vc soun-p PARAPEI" REPAIR DEfAILS CONCREfE MfNOR SPALL hEPAIR NOTES: t. REMOVE ANY �AMA6f� OR l.00SE CONCREfE. 2. SAW-CUT TME PEFtIMEfER OF REPAIR APPRaXIMATElY b¢ TO �'� INCH�S BLIT 00 NOT CUT DCISf1NG F2EINFORCING SfEEL. AbJUST ❑EPTH AS NECESSARY 70 AVOED �AMAGING fiEINFORCEMENT. 3. 11SE ONLY WUV� TOOL OR POWER-DRIVEN GHIPPING TOOLS (35-L6 HAMMER MAXIMUM) TO R�M01/E CONCRETE. 4. REMOVE ALL RU57 MED OTHER DELETERIOUS MAiEi21AL FROM THE IXISTING R£INFORCIiVG STEEE. TO ENSURE PROPER BONnING WiTH 7HE REPAIR MAT�RIAL. 5. FOLIOW THE 7XDOT "CONCREfE REPAIR MANUAL", CHAPTER 3, SECTION 1- MINOR SPALL REPIUR, FOR CONCREfE SURFACE PRFPARATION. 6. USE �CDOT 7YPE VIII NEAT EPDXY COMPOUNO MEEf1NG THE R�QUIREt�EkTS OF iXDOT �MS-61U0, DMS-fi110 AND MPL FOR THE REPAER. 7. FOLLDW �lA1dUFACTURER'S RECOMMENDATIDNS FOR CURING OF MATERIAL CONCRETE INTE�ti�Ei]IATE SPALL REPAIR NDTES: 1. RfMOVE ANY pAMAG�D OR LOOSE Cd1�CRETE. 2. 5AW-CEJT THE PERIMEfER OF RFPAIR APPROXIMA7ELY 1¢ TO �'4 INCHES BUT DO NOT CUT EXISTENG R�INFORCING STEEL. A�JUST UEPTH AS NECES5ARY 7p AV01� DAMAGlNG REINFORCEMENT. 3. USE ONLY HAND TDOL OR POWER-DRIYEN CMlpPING TOOLS (15-LB HAAIMER MA7CIMUM) 7O I2��[OVE CDNCREfE. h. WHERE REINFORCEMENT IS IXPOSW, REMOVE CONCRE.7E �ROM AROUND THE &4R SUCM THAT 1 1NCH MIN Of CLEARM[CE BEfWEEN 'CHE BAR AND TF{E SURROLIN�ING CONCREfE IS F'ROVIDEd. 5. REMOVE ALL RUST ANd OTHER p�L�f210U5 MWTERIAL FRDM THE EXiST1NG ItEINFORCING STEEL TO ENSURE PROPER BONDING WITH THE REPAfR MATERIAL. 6. FOLLOW THE TXDO7 "CONCRETE R£PJUR hAANUAL", CHAPTER 3, SECTION 2- INIERME�IATE SPALL REPAIR, FOR CANCREfE 5l1RFACE PREPARAT1flN. 7. USE TXDO7 7YPE D EXTEN�E� REPAIR MATERU4LS �[EEfING TFEE REQUIREh1E1+[TS OF i7CDOT OMS--4fi55 FOR THE REPAiR. 8. FnLLOW MAIVUFACNRER�S RECOMA�ENDA710NS FOR CURING OF MATERIAL i ,!' �E)CIST CURB � 1� � BENT NO. 3 r • � , ------ � i i� �� .� �� 5��%�K1 r� /� BENT N�. 4 FACE OF EXISf CURB � REPLACE MEfAL HANDRAfL (29 L� AN� REPAfR SPALL 4N PARAPEf (5.2 SF� FROM IMPACT �AMAGE SEE RaL REPAIR �EffULS PLAN (NOT TO SCALE) � � SEPW4ATED CONC O PARAPET, REMOVE WVD REBUILD raflST POST PLATE SIDE FACiNG REPAIR #3 PLAN �� ¢� r� u � 0 LINE 03 REBLIIL� CONC PARAPEf TO PROVIDE 1' DPEN JOINi AT BRIDG� F�CPANSION JOINT EXIS7 METAL HWVDRAiL- � Q SEPARATED CtlNC PARAPET, REMOVE '�' "f ,4i�lD REBUIL� . � �' �SAW-CUf co�vsr JoiNr uNE EXIST PARAPET REPAIR #4 ELEVATION (i.00K�Nc soum} CONCREfE MAJOR SPALL R�F'AIR NOTES: 1. REMOVE ANY OAMAGEO OR iAOSE CONCRETE. 2. SAW-CUT 7HE PERIMEfER OF REPAIR APPROXIMATELY 3h TO 3'4 INCHES BUf �0 NDT CUT EXISIING RElNF(]F2CING STEEL. AOJUST UEPTH AS NECESSARY TO AVO[p UAI�AGING REINFORCEMENT. 3. US� ONLY HAND TOOL OR POWER-�RIVEN CHIPPING 700LS (15--LB HAMMER MAXIMUM) TO REMOVE CDNCRETE. 4. IF MORE THAN 1� 7HE PERIAiETER OF ANY MILD REINFORCEMENT !S D(POSEn OR IF THE EXPOSED BAli EXN[BfTS SIGlVIFlCAN'i COiiFtOSION, REMOVE THE CONCRETE FROM ARQUNq iHE ENT[i2E BAR. PROVIOE 3'4 INCH CLEARAI�CE OR i.5 TIMES THE LARGEST S1ZE� AGCREGATE IN THE REPAIR MATERlAI., WHICHEYER IS GREATER. BEfWEEN TN� STEEL AND SURROUN�IHG CONCEfE. 5. US� ABRASiVE BLASTING OR OTHFR APPROV�D 7ECHNfQiIE TO REM�YE RUST FROM IXPOSEQ SiEEL SURFACES. s. Fo�ow rH� 7xoor 'con�c�� aR MaNun�', crw�� s. SECTION 3-- MAJOR SPALL REPPJR ANQ COIVCRETE REPLACEMENi FOR CONCREfE SURFAC� PREPARATION, REPAIR MAiERU1l MIXING, APPLICATiQN, FORM5, AND CURING. 7. USE TXOOT CLASS "C' CONCRETE (f'e = 3,600 PSI) FOR THE REPAIf2. 01 SEE CONCRETE MIHOR SPALI. REPAlR NOIES. Q S�E CONCREfE INTFRMEOIATE SPAIL REPAIR Na7E5. Q3 SEE CONCREfE MAJ01� 5PALL REPAlR NOTES. .�� OF TF� ZI1 OI2O21 �CP • � •:�9�, �; � � ; :. ': , ....:.......................:.... 'fHOMAS G. ASHCF7AFi . .............................. y�. „ 81411"r,� -�awp. �. � �� TEXAS AEGISTERE� ENWNEERING FIHM F-1741 BRIDGE REPAIR DEfAILS 7FtINITY BLVD OVER HURRICANE CREEK R0. srh� r�n� uo Pawccr xo.�- cr cn.a�.a: CPY 6 TEXAS o�a.�: CPY osr. caurery �� cPr FW= REPLACE 29'--0" A�EfAL HANDRAIL � POST ;�1 3' �IA pIPE � PDST �2 I 23¢" DIA YIPE I ��') , �-� REPAIR SPALL ON CONCREfE PAR,4PET (0.8 SF� - 5EE PLAN AND ELEVAT1bN OETAILS FOR POST #2 o+ �a mm �� zZ ¢� � �IA PIPE � POST �!� � � �12�pAIR SPALL ON CONCREfE REPAIR SpALL ON CONCREfE REPAJR SPALL ON CONCREfE ' PARAFEf (3.6 S -- SEE PLAN ANI3 PARAFET (4.5 5�,. SEE PLAk PARAPEf (0.3 S - SEE EIEVATI0IV DEfA1� FOR POST #1 BEfMEE�N PO�STS"�z'�A�ND��3 F RNROST �3 A�[ON �E'fAILS A RAIL ELEVATION (LOOKING SOUTH) fJClSf REINF'ORCEMEMT (TYP) IXIST IXTERIOR FACE 1�" OF PARAPEi SPAL.L ARFA Q2 EXIST POST PLATE SPALL AREA Q1 o I t - - -L - - ,? v„� '� -' - - -' - - � DCISf PARAPET EX15T Q EXIST PARAPEf �� t h�� .� Sp,W-CUT .I � � ¢ LJNE n �r�i 1. _ '.a-v�i�r¢{ i z _ep 3� Q SpA�L AREA SAW-CiIT IJNE �,.. ,� .y.�., PLAN EXIST POST PLATE �LAN PLAIV (POST �1) (POST �2j (BEfWEEN POSTS �2 & �'3) EXI5C R,41L�� DCIST RNL 2•_e� jp" SPALL AREA Q SPALI. AREA Q SPALL ARFA Q1 i� i � t _ _ ' �. �*� ; : �=� _ _ t y � EXIS'f PAI7APE'f ��—�—_.�� 21" RE[iVFORCEMENT (TYP) '� in � D(IST PARAPET � � EXI57 PARAF�ET EL.�VATION snw-cur uNE �LEVA�ION SAW-CUT tENE ELEVATION s�►w- (POST �t) (P057 #2) (BETWEEN POSTS �!2 & �3) �. Pp57 3" �IA PfPE � °p 21�" OlA PiPE �a � � �' �IA HEX HFAd "" oo � � ANCHdR 6pL7 (?YP) 8� 8 ANCHOR I �o �+ � �11� A36 STEEL PLATE JOENT m m BOLTS �+ TQP QF EXIST �� ' T�ICKNESS) � SIDEWALK 3, a IXIS7 CONC PARAPEf j �� p' RAiL ?OSf SECT�ON A—A SECTION B--B IX1ST POSf PLATE FACE D(IST EXTERIOR FACE SAW-CUT LINE QF PARAPEf EXIST PARAPEf � MAT�RfAL NOTES: pQ sPaa.� nREn � �E 6" 1- PROVIDE ASTM A1485 OR A500 GR B OR A53 GR B FOii N1 HANlDR.41L PfPES uN� 2. GAI.VAI�iZE ALL h�EfAL COMPONENTS OF STEEL RAIL SYSTEM. PLAN 3. ANCHOR B4LT5 MUST BE �" dIA ASCFA ,A307 GR A FULLY {pOST #3) THREA�ED RO�S WITFI ONf H�X Nl1T !WD ONE HAR�ENED STEEL WASMEFt {AST�A F43fi EACH. NUTS M115T CONFORM TO ASfM A536 12EQ111REME EMBEO FULLY THREADEp ROUS INTO PARAPET WALL WffH A TYP� lil, CLA55 C, D. E, OR F ANCHOR AQH�SiVE. �AINIMUM ADHESNE ANCHOR EMBEOM�I+ET �EPiH iS 3". fWCHOR ADNESlVE CHOSEiV MUST 9E ABLE TO ACHIEVE A NOMiNAL BON� STRFI�IGFH IN TEMSION OF A SINGLE ANCHOR, NQ, OF 5 KiPS {EUGE PISTANCE MU57 B� ACCDUiVTEd FOR . SU6Mff SIGNEO AND SFALE� CALCULAT10N5 OR TNE MAIV FACTURER'S PUBLIS1iE0 LITERATURE SHOWING THE PRaPaSEb ANCHOR ADHESNE`S Q1 SEE CONCREiE MfiVOR SFALL. REPAIR NO7E5. pgj�7y Tq p�LOP TFlIS LOAD TD THE fNGIkEER FOR APPROVAL PRIOR TD USE. AiVCHOR INSTALLATION, INCLU�ING 02 SEE CONCREfE fNTERMEDIATE SPALL REPPJR NOTES. HOLE SIZE, dR[LL1NG, AN� CLFAN OUTy MUST BE 1N ACCORUANCE WffH IiEM 450. "RNLJNG . �E oF...TF.� Zi� oi2a2� 'tp:-•"� �:• :� .. .:............................ 7FIOMAS G. ASHCRAFf RAIL REPAIR DETAILS SIJRFACE OF S70NE RIPRAP ' �14�1 � R PNA� FORM Ta ADJAC�N7 ��FClSY�R4'O�� 6'-0" 20'-0" EXPOSEA PIP� �S'S� "'� �1� woJ � LL � Y � W � � = V L p 20 -0 EXPOSEU PIPE � AL W -�� ,�� 6'--0" 8'-0" Z Y G7 � o � � EXIST DCPOSED CONC � � �RAINAGE PIPE (4'-0` OIA) I � NO. REVISION 9Y �kk7E O \ /\`�,`�`�/`,�`\�\��\\�\��\��\1 _ � �RAlNAGE OUTFAI.L /i��i��i��i��i��i��i��i��i��i��i��i �q � I \'\`�\\/\\/\\,`,'`1/``/``!`\/�\'1�,`\ � ��L�� /��/��f��f ��/��/�� \�/\�/\�/\�/\��\��\� O � � �� y 2 ,��\//*\�j��j��j��\,��\,��\/�\��\�� __ TE%AS HfGISTERFU ENUINEERING FIAM F-1i41 � EXlSF EXPOSE� CONC Q /��/��%�� DRAINAGE PIPE (4�-0�� D!A) � �� / i�/i�/�� INSTALL BACKFlLL io Q - � E�GE OF CR�E}( iN5TAL1. S70NE RIPRAP COMMON DRY�( 81PIR � LIMITS OF RIPR4P CO�AMON DRY (18 Ik) � � �_s- E OF CREEIf (iYP) ELEVATION PLAN (LOOKING NORTH) RIPRAP INSTAi.lATION D�i'AILS CffY OF FORT WORTH BR�DGE REPAIRS B�tIpG� REPAIR DETAILS TRfNITY gLVD OVER HURRICA�lE CREEK --osuy�.a: CRY urv' xo°: srxre r-�new�. uo rrswecr Ho. H��' ��.�: crr s TEw�s u�a.�: cPr usr. courm oo�a s�naw �� s� REPLACE 5 CONCREfE POSTS L.5 � ANO 1 HfWDfiNL PAN�L {7.8 LF) RE AfR SPALLS BEHIN� PnSTS 18.5 5� — 5EE RAfL REPAIR 0 AILS / � _�_—� _ � � �; 4 �REPAIR SPALL FROM Ih�PACT �AMAGE ON ARCH (20 5� — S£E SLAB ARCH REPAI �ETAiL �1 � �FXIST „ � � i i I REPLACE DAMAGED CURB (10 LF) ' ; � FACE OF i � i EXISf CURB BEGIIV BRI�GE ; , � BEHf NO. 2 � W LANCASTER AVE� — -ABUTMENT NO. 1 — - � � , - — - — '- — - � . i � � I � � � � � � � �,� � � � ' ; I FACE OF , � � EKIST CURB , � � � 3 I � PLAN {NOT TO SCALE) r :•• a • a� � �. I//ii!/%i�/i//rr��iiirTiSi!%f!Tlfi�ll./li%�l1sl��«<' �/�� Q SEE CONCREfE SPALL REFAIR NOTES. �2 REFEft TO TXDQT 57ANDARO SPECIFlCATIONS FOR CONSfRUCTION ANU M?JNTENANC� 0� PLAI�E HIGMWAYS, STREETS, ANQ 9Ra[]GES, ffEM 440, REINFORCEMENT FOR CONCREfE", FOR (LOOKING UP) MINIMUM LAP L�NGTH RE4UIREMENTS. � �w Q. H � aW �XISTIHG BftIDGE RNL Y�' RfA BOLTS SqUARE NUTS SLAB ARCH —k�CIST' STAIRS EN€3 BRI�GE ABIiTMENT NO. 3 — — - � � FOCH ST�� I �I�� DCiST STAIRS �" �lA PIPE (70P HAN�RAIL} I" DIA BOLTEd CONNECTION PLATE 'SEE TYPICAL 11PPER HANDRAJL :ONNECTION PICTURE. 5HE£T 3) F�'4" X 7" BOLTE� CONNECTION PLATE SEE lYPICAL LOWER HAJV�R41L ;ONNECTION PICTURE, SHEEf 3) 3'4" X 4" ROD (BOTTOM HANDRAlL) �YPlCAL POST {SEC710N A—A RAIL REPAIR DEfAILS � GENERAL NQTES: 1. CONTFtAC74R TO CDORDIiVATE WITH C1TY pN lAN� CLOSURE. TiLAFFlC CONTROL IS 5U8SI�IARY TO REPAIR COST. 2. CONTR11C7pR TO VERIFI' REPAIR AREAS AND DI�AEiVSI0N5 IN THE F1EL� PRIOR TO ORUERING MATERWIS. 3. EXI5ilNG BRIDGE INFORMAl10N ACqUIR�U FEtOM SITE VISfTS CONDUCTED ON MAY 27, 2U20 AND JWVUARY 13, 2021. 4. PAYMENT FOR METAL HANdRAfL PANEL WILL BE PAID FOR UNDER ffEM REPLAC� (STEEL RAIL " AND INCLU�ES Al.l. HARDIVARE TO ATiACH TH REPLACEMENT PAN�L TO THE CONCRETE POSfS. EXISTING HARDWARE hAAY SE REUSE� PROVI�ED ff IS NtlT DAlrfAGE� UURlNG REMOVAL ANO IS SfILL USABLE FOR REATfACHING TO THE CONCREfE PO5P5. STRAIGHTENING OF STEE� MEM9EFt5 4VILL BE CONSIOERE� SU95101AFtY 7q THIS 81D ITEM. COiVCRETE SPALL F2EPAIR NOTES: 1. REA�OVE ANY DAMAGE� OR LOOSE CONCRETE. 2. 5AW—CUT THE PERIME7ER OF �iEPWR APPROXIMATELY ?� TO �'4 IhiCHES BUT DO NOT CU7 F�(ISTIHG REINFORCING STEEL A[7JUST OEPTH AS NECESSARY TD AVOfD �AMAGING REIN�ORCEMENT. 3. U5E ONLY HfW� TOOLS aR FOWER—iIItNEN CHIPPING TaOLS {i5—LB HAMMER h�NCIMU�A) TO REMOVE CONCREfE 4. WHERE REINF6RCEIuIENT fS FXPOSED, REMOVE CONCRETE FROM AI20UND TNE 9AR SUCH THAT 1 INCH MiN OF CLEARANCE BEfVYEF�[ TWE B,4F2 AN� THE SURROUN�ING CONCREfE IS PRtlVInEO. 5. REMDYE ALL. RUS'f AN❑ 0171ER �ELETERIOUS MATERfAL FRpM 7HE EXISIING REIN�ORCING SfEEL T4 EiVSURE PROPER BONDING WRW 7M� REPAIR MATERUhL. 6. FOLl.OW 7HE T7CUOT "CONCRETE REPAIR MANUAI.". CHAPTER 3, SECTION 2 INTERMEbIATE SPAL.L REPAIR, FOR CONCRETE SURFACE PFtEPARATION. 7, USE TXIJtlT 7YYE � EXTENDED REPWR I�ATERU�LS MEEfING THE REOUIREMENTS OF' 7X�OT DMS-4655 FOR iHE REYAIR. 8. F'OLLOW MANUFACTURER'S RECpMMEN0ATI0NS FOR CURlNG OF REPIUR MA7ERIAL. `L'� OIZO2 � ��T� �� :. � ; ...d .......................:.'.. THOIufAS G. ASHCRAFT .......................... . .... .a�. _ 81411 .. �,�: n�rnsroN � �� 'bfS1EpE� fNGiH4EHItiG FlRM f-II41 CITY OF FORT WORIN 9Ri0GE REPA1FiS BRIDGE REPAIR DETAfLS W LANCASTER AVE OVER F'OCH ST :PY �• R�' SfAIE FIDERAL NU PHWECE N0. cn.�wa: CPY 6 TEXf4S oro.�: CPY usc w�s+rc pw: - - � �+ .. T �...� � TYPICAL �XIST MEfAL HANDRAII. PANEL ELEVATION �LEVATION � NSiALL NEW REINFOI CEMEINT�RLAPPENG WfTH EXIST REINFQRCEMENT.O (LOOKING SOUTH) SLA� ARCH REPAIR DETAIL #1 REPi.ACE FRACTURED RECTANGULAR BflLTED CONN�C710N STRAIGH1'Ek BENT 5{�l1ARE BARS. PAYMENT FOR SfRAIGHTENING WILL BE S11651�1ARY TD CLA55 'C' CDNCREfE (MISC).� POS7 �1 REMDYE ANp REBUIED CDNC POST �1-3, �5-6 Q REPLACE 7'-10' ME7AL HANUWUL PANEL O POSf �2 POST �3 RF.PAJR S?ALCJNG ON COIVC SlAB BEHIND HAIL POST {9.6 SF - SEE ELEVATION DETAEL FOR �AMAG BEHINIJ POST �2 NORTH RAIL ELEVATION (L04KING NaRTH) � DCiST CDNC POST (TO BE REPLACEO) 6' E]CISf SI�EHfAL.K SPALL AREA �1 2" � FACE OF EXIST WALI. 3" IXIST BRIDGE SI.AB (SECTION B—B) (�ooxir�c wEsr) D(IST CONC �ECK� �,Ws. � P a mm �� Z a a �� 3v n a' aa V U EXIST CONG �w d� � fL' X d W I LSPAIL ARFAQI IJNE ciTYP) P LAN (LQOKING UP) DCIST..��w �..... ....� �..., ��I� (LOOKING D�WN) SLAB ARCH REPAIR DETAIL #2 POSI' �`4 PaST �5 � ,�� o� T � 21 � 012021 ��P.••��"�-c.�,qif� ..' .i .. .:............................ iHOMAS G. ASHCRAFf ................................. �814t1 �FGIST�R�'� � ��lVAL � Ea', � R�sa� � e � �� IF%AS REGfS1EHEU EHGINEERING F3RM F4141 �� CfTY OF FDRT WORTH BRIDG� REF'AIRS BRIDGE REPAIR DETAILS W LANCASTER AVE OVER FOCH ST o�ynea: CPY �. �. sm�E smFnH. uo maccr Ha cx.�Wa: cPY fi TEXAS O�am: CPi pST. COIIMY IOIXNIOR.O� �I%VII HO I PDS7 �8 REPWR SPALLJNG ON CONC SLAB BEHIN� RAIL POST (8.9 5 — SEE ELEVAl10N pECAIL FOR DAMAAG BEHIND POST �6 01 SEE CONCRETE SPALL REPAIR NOTES. 03 SE� RAIL REPAJR �EfAJl.S ON SHEEf i FOR CONC POST AN� MEfAL HANDRAfL PANEL DIM�I+ISIONS. SEE CONC POST REEhF9RCEMEN7 DETAILS ON SHEEf 3. SAW—CUT LINE (TYP) SPALi. AREA 01 � POST #6 E[�EVATIOlV (�AMAGE BEHINR POSf, LOOKING SOUTH) � 5�-9T �� POST #2 �LEVATION (DAMAGE B�HINU POST, LOOKING SOUTH) RAIL REPAIR DETAILS (CONTII�UED) ELEVATION i.rN� (rn') (LOOKING NORTH) _ � } ' ` • ' •I 1 ' . �� I , 5�1 y.� ! 5 _ k A� . �1 F f . , ' � � �— . � � � #, �� `rl '� . � * r '��a i� - ,_-. � .�_ � TYPICAL LOW�R HANDRAEL CONNECTION � �'-e" 2�" . 2 EQ SPA � 9 V ma in m z� aZ `o� ov V Q� aa V U �W n: � � aw pw: � BAR 5 {�4) DE7AfL � i i � �� i� � �� 3 � �' S �#4� � � i � i � � � i „ �, �, �� i I 1 {��) ANCHOR BARS � ' �� , TOP OF EXISf SI�EWAlIC ' ' �� in � i i � � � i � : i e I i i � t 1 � ; 21�" � . � � � �I � � - — ` � , _ � }� . � ry �iaw � �F " . ' I k � '�.�� , ,; .� �� TYPlCAL UPPER HANDRAiL CONNECTlON -� 11" --� 6" . 6' . I 2�i" � � . i�� (�!4) ANCHOR BARS TO? OF EXISf SIUEWAI.K— i I i � i � i T � � � � �DRILL AND EPDXY GROUT 2�'4" 2 EQ SPA 2�'a" (� 4) ANCH4R BARS ��4� 3�Q SPA �— —`T ItJ76 EXISTElVG SLAB (TYP) � ELEVATfON SECTION C—C (LOOKING NORTH} (LOOICING EAS� CONC PaST REINF'ORC�M�NT l7EfAILS I�� .�+ 4� � TYPfCAL RAIL PAN�L MATERlAL NOTES: 1. PROVID� CLASS 'C' CONCREIE, f'c = 3,6Q0 psi. � 2. PROVIDE ASTM A1Q85 OR A5�0 GR 8 FOR ALL r� HANORAIL GOMPtlNENTS. 3. GALVANIZE ALL METAL C�MFON�NTS FOR STEEL RAIL SYSfEM. 4. PfUNT OYER GALVANIZING, �a�owrr�c r�� REQUIREMENiS FOR PAINi1NG GALVANIXED STEEL IN ffEM 4hS, "GALVAN[ZING" AND WHEN F1El� PIUNTING, REM 446, "FlEL� CLEINING AND PAiNTlNG STEEL." 5. SLEEVE MEM9EF25 AND ANCHOR BOlTS MUST d�+ RECEIVE GALVANIZATIO� PRIOR TO INSTALLATION � o AND ONLY FlE�� PAlNT AFfER INSTAI.IJ1710N Q j UNLESS �IRECTEo OTFEERWIS� BY ENGINEER. W � M 6. EMBED ANCHOR 6AR5 INTO EXlSTING SLA9 WITH A TYPE VII[ EPDXY P�R 7XDOT UMS-6100, 'EPDXIES AiVD AUH�SlVE5". PROVIDE GROUT, EPDXY, 0!2 EPDXY MORTAR AS THE BINDING AGENT. CONS�RUCTiDN NOTES: t. IXlSTING VERTICAL REINFORCEMEiVT FROM R SIDEYVALK fNTO THE CONCRk� POSTS MAY BE N USEp IN LJEU OF INSTALl.ING ANCHOR BARS. CLEAN AND EXTEND THIS REINFORCEMENT 1�-6" MIH INTO iHE NEW POSf G6NSTitUC710N. OBTAIN APPRQVAL FROM THE ENGiNEER FOR ANY 2y4. �RILL AI+�D EPDXY GRQUf AW1157MEN75 '�WT MAY 9E NEE�E� IN 4 ANCFiOR BAFiS [NSTALLING NEW ANCHOR BARS. I IXISTING 5[.AB (TYP} z APPLY 7EXTURE ON CONCREfE POSTS MATCHIHG THE TEXTURE ON IXIST CONCRETE POSTS. 3. ESTIMATED QTYS P�t CONCRki'E POST: CONCfiETE QTY = D.5 CY RElNF STEEL QTY = 63 LBS 4. PAYMENT FOR ft�MOVAL AND REATTACHMINf OF pClSifNG STEEL RNL INCLUDING ANCHOR BOLT CONNECTIONS WILL BE SUBSIDiARY 74 CLASS 'C' CONCRETE {MISC). SHEET 3 0 � s � -- i� � :��—, I :Y� .��' + F." .� v - 1i1 •.F� [ , � �. � �•' � � .� * � , . ��`� .f. a 2/10/202 � ��~;.••- � '' :'9�� . : �i : ...:........................... THOMAS G. ASHCRAFf . .� .......................�... ,a'•- _ Si411 „ :,�, �� -/ " � ` .' I �i ! BRiDG� R�PAIR DEFAILS W LANCASTER AV� 01/ER FOCH ST O�tgned: CPY pry: „p�,� STATE FIDQVE NU PRWECE N0. cnsewe: cPY 6 TE%AS o�: cPY dsr. rourm oaa�rea sE��wx w� r � > u�i o' v� m rf a- a� 3� w� � � a� a? �r aa }Z W Q � �� o� �a �� Oa 0 x� �o r� mr �� w a N U ow z� Y O T U Z �o o �.. }a ro �� a a� �o o� z� _•,,, �_ `¢� o wo c� r ro U � Q ¢ ao a� c� ¢ z� � w= �~ z� wp �z 0 w� r� = w wz �o t U T lil mx 0 w� �Q � O F � J � m _ N Z � O 4 a o +n �� r cn o � z =N �� aa� �wa J = O N 2 X O H F rw ¢J o� 6"X 8°X 14" TREATE� w000 aL0 5/g" BUTTON HEAD POST BOLT AND NUT WITFi 5/a" WASH�R (SEE GEf�ERAL NOT£ 3l. %q" DIA. €'OST & E FRONT SLOPE ❑O NOT USE WASHER BETWEEN BOLT HEAD AND RNL ELEMEi�lT '11 J Z 0 �2" � J � 25�� Q w d � 6i_oii 0 � � o GENERAL NOTES � �. 6�• 1. 7HE TYPE OF POST (ROUND WOOD POST, RECTANGU�AR WOOQ POST, OR STEEL POST) WILL BE AS SHOWP3 iN TNE PLMlS. 7HE EXACT PQSITiON OF PvIBGF SHALL 6E SNDWN IN THE PLANS OR AS �Ii2ECTE� BY THE ENGINEER. STEEL POSTS 70 BE GALVMIIZEO IN ACCORDANCE WITH fTEM 445, "GALVMlIZING." 4„ 2. RAIL ELEME%ITS SHAI_L �A��T THE REQlfIF2EMENTS OF ITEM 54D,"ME7AL BEAM GUAR� FENCE" EXCEPT AS MOOIFIE� IN THE PL,4N5. THE CONTRACTOR MAY FIJRNISH RAIL ELEMENTS OF 25'- 0", OR 12'- 6" CNOMJ �ENGiHS. RNL ELEMENTS �vIAY HAVE SLOTTED HOLES AT 3'-1 �/z" GC OR 6'-3" GC. A SPECIAL LENGTH OF RA1L N,AY BE MANUFACTURED TO ACCOMMODATE THE DOWNSTREAM ANCI-!OR TERMINAL (�AT1 AND 7HE TRANSITION SECTIONS OF GUARbRAIL. NdTE= TOENNL WITH ONE 'f6D GALV. �lAiL �., TO PREVENT BLOCK ROTATION. BREAK � 2'-D' TYP ao o � v �n i� o , z _ _ � � � o c� ca � Z Z w w EDGE OF SHOULOER � � � J OR WiDENED CROWN. � � z � NOT�� - � � � _ (SEE GENERAL NOTE 14 FpR =" o 0 RAIL NEIGHT MEASUREMEf�TI m� V V 7� /„ MrN D�q WbOD BLOCK TO TYPICAL P05T PLAC�MENT ROUND W000 POST NO7E=x xW00�" INDICATES DIMENSIONS FOR 80TH ROUND AND RECTANGULAR W00� PDST SYSTEMS. MBGF LENGTH OF NEED (U „ 25'- 0" RAIL ELEMENT (�� H NOTES= SEE GENERAL NOTE 2 FOft ALLOWAfiLt KAIL I YNtS. SEE RA[L SPLICE OETWL FOR R£QIJIREO HARDWARE. NOTE� FOUR 7YPES OF 8UTTON-HEAD GUAR6 RAIL �OLTS CONfE WITH A RECGESSE� NU7. SPLICE BDLT LENGTH I ---j VARIES FBBOt = 1 �/4" � �BBO2 = 2" � � S�B,� POST & BLOCK LENGiii FBB03 - 10" FBB04 = 18" � W6 X 8.5 OR ws x s.o LENGTH 72"(TYP) WOOD BLOGK TO ROUTED V�100D BLOCK RECTANGULAR WpOp POST TO !-BEAfvI 57EEL POS7 BOLT-THROUGH iNSTALLATION. LOW FILL CULVERT P05� 12 '/�„ 2,� 4F/4�� 4i�4�� 2�� SPUC� ¢ iVD BOLT REQUIRED � �IRECTION OF TRAFFIG MI#7-SPAN f {$� S�g � X 1�/q" BUTTON } IEAD SPLICE BQL.iS WITH RECCESSE❑ NUTS. RAIL SPLICE DETAIL NOTE= GF{3ll, MI�-SPAN RAIL SPLICES ARE ftEQUIREQ WfTH 6'-3" PQST SPACING5. ;A710N WILL BE REQUIRE❑ AT INSiALLATION LOCATIONS HAVING A CUAVATURE OF LESS . RADIUS. lWISE SMOWN IN THE PLANS, A COMPOSITE MATERIAL BLOCK THAT MEE75 7HE REQUIREMENTS 1,"CDMPOSITE MATERIAL PpSTS Ai�lD BLDCKS FOR METAL BEAM GUAFiD FEi�CE" MAY BE FdR BLOCKS OF SIMILAR DIMENSIpNS. THE GONSTRUCTION �IVISION, TXOOT MNNTAINS A QDUCER L67 lMPU FOR PRdDUCERS OF Pv1AiERIALS CQNFORMING TO OMS-7210 ONLY PRODUCERS MAY FURNISH COMPOSITE MATERIAL BLOCKS. uV FILL CULVERT OPTIOf4, PDSTS LOCATED PAR7IALLY OR WHOLLY 6ETWEEN PRECAST 80X CULVEftT SE OF A CAST-IN-PLACE CO�iCRETE CLOSURE BETWEEN 60XES IS REQUIRE�. THE LENGTH OF THE �E CONGRETE CLOSURE SHALL ACCOMMO�ATE TFiE PLACEMENT OF TH� LOW fILL CULVERT OPTIdN. TE CLaSURE DETAILS ON BR@GE STAN�ARD SCP-MD. EIGHT MEASUREMEN7� WHEN THE GVARDRNL IS LOCATED ABOVE PAVEMENT, MEASl1R� iH� HEIGHT AVEMENT Ta THE TOP OF THE W BEAM RAIL. WHEN THE GUAR�RAIL IS LOCATED UP TO 2 FT. OFF = pF PAV�MENT OR FOR A PAVEMEiVT OVERLAY,USE A 1fl-FO�T STRNGHTE�GE TO EXTENQ THE -IOl1L�ER SLOPE TO THE BACK OF RAIL, t�AEASURE FROM THE BO770M OF STftNGHTEDGE 70 THE TOP GUAR�RAIL LOCATED DOWN A 10�1 SLOPE, MEASURE FROM THE NDMINAL TERRAIN. NOTE� TRANSISTIONS TO BR1�GE RAILS OR TRAFFIC BARRIERS. SEE GF(3llTL3 TR STANDARD FOR HIGH-SP�� TL-3 TRANSITIONS. SEE GF(31)TLZ TR STANRARp FOR LOW-SFEE❑ TL-2 TRANSIiIONS. AB THICKNE55. 7/8" �IA (ASTM A4493 HEAVY MEX BOLTS WIT}i TWO HARDENED WASHER EACH AfVO HEAVY HEX NUTS. NO7E�BOLT LENGTH = SLAB PLUS 2�/y" MIN. 2. EPaXY ANCHOft QPTION= THIS OPT20N MAY ONLY BE USE❑ IF THE CULVER7 SLAB IS 9" MIN. 7HICK. THREADE� ANCHOR R0�5 MUST BE �/$" DIA. ASTivI A449 DR A193 GRAp� 87 WITH HEAVY HEX NUT,AN� ONE HAR�ENE� WASHER EACH. EMBED ANCH6R R0�5 6" WITH HILTIIiIT RE 500 EPDXY A�HESIVE. OTHER TYPE fil CLASS C�PQXY A4NESIV�S ME�TING THE REQUIREMENTS OF DMS-61fl0, "EPDXIES AND ADHESfVES", MAY BE USE❑ IF IT CAN 6E DEMOf�STRATED THAT THEY MEET OR �XCEED THE STRENGTH OF HILTI HIT RE 500 WITH THE SAME EMBED�AENT �EPTH AN� iHREAOED RO❑ DIA. FOLLOW THE MANUFACTURER'S REQUIi2EM�NTS FDR INSTALLING EPDXIE❑ THft�ADED RODS. EXTEND RODS �/4" MlFJ. BEYONO NUT. NOTE-CULVERTS OF 25 FT.OR ��SS,SEE GF(3llLS STANDAftD FOii "LONG SPAN" OP710N. 3. BUTTON HEAD "POST BOL TS & NUTS" SHALL MEET THE REqUIREM�N75 OF (ASTtd A307), A�lD SH,4�L BE OF SUFFICIEN7 LENGTFi TO EXTEND THRpUGH TH� FULL THICKNE55 OF TWE NUT AN� 5�g" WASHER (FWC16a) ANO f�OT MORE THAN 1" BEYON4 IT. TRIM REMAINIPiG 60LT LENGTH TO MEET REQUIRE� LENGTH. 4. FITTINGS CBOLTS, NUTS, AiVD WASH�RSI SHALL 8E GALVANIZED IN ACCOftDANCE WITFi 1TEM 445,"GALVANIZING." FITTINGS SHA�L BE SUBSI�IARY TO THE BID ITEM. S.CROWN SHALL BE WIpENED TO ACCOMMOOATE THE MEiAL BEAM GUARD FENCE. 6. THE LA7ERAL APPROACH TO THE GUA#2� �ENCE, SHALL HAVE A MAXIMLIM SLOPE OF 1V�tOH. 7. IF SHOWN ELSEWHERE IN THE PLANS DR AS �IREC7Ef7 BY 7HE ENGINEER, THE GUAR� FENCE MAY 9E FLARE� AT A RATE OF 25-� OR FL.ATT�R. S. UNLE55 OTHERWISE SHOWN IN THE PLANS, GUAftiI F£NCE PLACED IN THE VlCINITY OF Cl1RBS 5HALL 8E POSITIONE� SO 7HA7 THE FACE OF ClJR6 IS LOCATEQ QIRECTLY BELOW OR BEHIt�iD THE FACE OF THE RAIL. RAIL PLACED OVER CUftBS SHALL BE INSTALLED 50 THAT THE PdST BOCT IS LOCATED APPROXIMATELY 25 ItJCHES A80VE THE GUTTER PAN OR E�GE OF SHOl1L�ER. 9. APPLICATIONS IN SOLI❑ RDCK ARE ONL Y ALLOWE� YJITl1 STEEL PDSTS. IF SOLI� ROCK IS ENCOUN7ERED WITHIN 0 TO 18" OF THE �INISFIE� GRADE, DR1LL A 24" pIA. HOLE, 20." INTO THE ROCK. IF SOLI� ROCK IS ENCOUNTERED BELOW 18", DRILL A 12" �IA. HOLE, 12" INTO THE RQCK Oft TO THE STAN�ARD EivIBE�M�NT DEPTH,WHICHEVER MAYBE LESS. MlY EXCE55 POST LENGTH,AFTER MEETING THESE REPTHS,MAY BE FIEL� CUT TO ENSUftE PROPER GUAR�RAIL MOUNTING iiElGiiT.BACKFILL WITf-E COARSE AGGREGATE �vIATERIAL. 10. PdSTS SHALL NOT BE SET IN CONCRETE, OF ANY DEPTH. � ww W j 0 �� ¢~ _� �o w� �� o� �Z �r a� }� �� w o� �� r� 00 0 x� rp rN mF �� ' a �ti ow Z� xa � U yaz � o� >a r- o � � F � � O O LL Za _•w �? ao �o �a U a, aa �o �Z c� 4 Zr ¢� w= �� z� w p �z w � r� _ � WZ xo r� rw m� 0 �o w � N � J N N d Z �da O � �w � c~n o Nz _ +� F. w � �� O�w� � J � O U � p N 2 X S�r a 0 Bf2EAKAWAY CABLE TERMINAL CBCT) CABLE ANCHOR ASSEMBLY WITH CABLE BRACKET,BEARING PLATE AND STANDAR� HAR�WAR�� 11 51� i7 1�' OSHELF AiJGLE / SRACKET� {SEE NOTE 27 gOIROUNDED) Vd-BEAM �ND SECTION � 11 � �Il T OO 8GT POST SLEEVE z" X 5 ��2„ (SCH 40 GALV. PIPE) � 68 �/q"(MIN.) �' TUBE EMBEfJMENT 0 WELD , 3" , Er�o PLA7E r•--� TO BRAcKE�I I 2�� 4�� 4�� 4" � 2" � BRdCKET--� �---I C3 X 5 X 80" O GRDUi�{] 5TRUTS 8 14 17 1� � 0000 O�9'- A ��z" Roil Section (SEE GENERAL NOTE 27 6'- 3" 11 13 17 - 11 6O 17 00 BCT CABLE ANCHOR AN� ANCHOR BRACKET WITH HARDWARE STEEL �OUNDATiON TUBES WITH HAR�WARE ��a'� X 5 ��a° x 46" 2O �DAT TERMINAL POST � � � FINISHED GRA�E PLAN VIEW � EiVD f'AYMEN7 FOR �Ai SYSTEM 4EA.1 BEGIN PAYPvIENT FOR METAL BEAPvI GUW�2D FENCE (SEE GFf31lSTANDARD) 12'-6" (Min.l MBGF BEGIN LENGTH 3'-1 �z" 3'-� �I2" OF NEED (LON) 31" !� To properly install and mainioin the anchor system, a 3 ��4"� � ��z" tube projeckion is required obove the finished grade. 0 �LEVAiION VI�W (SE� NOTE 17 � pIRECTIpN OF TRAFFIC GENERAL NOTES 1. THE DEfNL SHpWN IS THE MINIMUM L�NG7H OF NEED CLOI�!) FOR A POWNSTREAM ANCHOft TERMWAL C�A7S CONNECTE� TO A CONCRET� ftAll�. 2. THE RAIL SECTION AT TNE END PO57 35 SIJPPQRTED BY THE SHEL� ANGLE BRACKET.THE RNL ELE�AEN7 IS NOT AiTACHE� TO THE ENi7 POS7. 3. TH� FOUNDATlOfV TUBES SHALL NO7 PROJEC7 MORE THAN 3%q" ABOVE THE FWISHE❑ GRA�E. �4. ALl HAR�WARE FOR dA7 5HALL BE ASTM A307 i}N�.ESS OTHERWISE SNOWN. 5. REF�R TO GF{3i) SHEET F"OR 7Ef2MINAL CONNECTION DETAILS. 10'- 4 %q=' Q�_ Q i/ �� NON-SYMMETRICAL 7RANSITION RAIL SECTION (SEE APPLICP^' r T^"•""T'^"' "'�""'^""^, DOWNSTREAM ANCHOR TER�vIINA�. (DAT) NOTE: ONLY FOR pOWNSTREAM USE, WHEN LOCATED OUTSI�E THE HORIZONTAL. C�EARAiJCE AREA OF OPPOSIfVG TRAFFIC. THREE � SIDES ��q Si�� y," o�a. HOLES � 51'LICE BOLT BENT PLAT�E� SLOT iTYfPI � 16" x �2 ��2�� x/l6�� % I3lI6�_ / 30° � � �NO PLATE 3/a„ � 12" 1 (7YP] I�n„ Z�� 3�ic,� OGEJARDRAIL ANCHOR SRACKET 3" MTN � 16" 1 � W-BEAM END SECTION (ROUNDED)(12 GAJ 3" �y2„ r� oaa. HOLE 2�a'� 3� 13�e„ � END PLATE 13/a'� 6�� 3„ � 7 ��i " t�a � �4�� x �„ SLOTS (TYPI 1 �/z�� OSHE�F ANGLE BRACKE7 5 ��4�� I�4�� i 7 " ❑IA. 31 ��2�� 28 �� HOL.E S 4fi' 2 ��z�� DIA. HOLE SI�E VIEW FRONT VIEW OTERMINAL POST 7�/q"x 5�/q"x 46" WOOD POST �~ �� , � ��. DIA. _ES 72" SI�E V#EW FRONT ViEW 1O STEEL FOUN�ATfON TUBE 6"x 8"x %e" x 72" STEEL TU6E MOW STRIP INSTALLA710N IF A M�W STRIP !S REQUIRED Wf7H 7HE DA7 INSFALLATION THE LEAVE-OUT AREA AF20UND THE STEEL FOUNDATION TUBES ANQ THE TWO CHANNEL STRUTS MAY B� OMI77ED. THIS WILL REQUIRE A FULL POUR AT THE FOUN�ATION TUBES. # (DAT) PARTS LIST QTY 1� 5TEEL FOUNDAT10fJ TUBE 2 O�AT TERMINAL POST 2 3O CHANN�L STRUT 2 4 TERMIf�lAL RNL ELEMENT 1 OSH�ZF ANGLE 6RACKET � 6O BCT BEARING PLATE 1 7O 8CT POST SLEEVE 1 OGUAR[7RAIL ANCHOF2 BRACKET � O {ROUi�iDED]W-BEAN ENQ SECTION � 10 BCT CABL� MlCHOR 7 11 RECESSEO NUT, GUAR�RAIL Z� 2 1�/4" BUTTDN HEAD BOLT 4 � 10" BUTTON HEAQ BOLT 2 4O 5/$" X 2" HEX iiEAD BOLT 8 5O S�g" X S" HEX F#EAD BOLT h O 5/a" X 10" HEX HEAD BOLT 2 17 5/B" FLAT WASHER 18 Sq�� J'��f I I F"-`-1 � Y"� ��2�� 2�2 �4" X 2�� 2��2 SLOTS (TYP) O CHANNEL STRUT C3 X 5 X 80".GRADE A36 8"l7 YPl 2�NNi5 4�� 5"TO TOP � OF PLATE $�� /a" D�A — NOTE� �RIVE �fNLS AN� BEND OVER TO PREVENT PLATE ROTATION R O BEARII�G PLAT� � 4ra'� 6 8"x 8"X 5/e" P L U TERMINAL RAIL ELEMENT FOR DAT w nN w� 0 a '_ x� �o w� �� o� �z d J � rN Za� �� o'`' �a �� O q o� x� F 0 rN mF W j �� yr ow z� Y 0 �� z LL O o� �o �� aa � � �o o� z� r? ¢o wo c� r �o ¢� �¢ a� cs 4 z'' � N w� w= zF z4 wo �Z 0 �� _ � wZ =o � U rw mF �� aa w �} 0 c� j �m — ur oz �o oN �� r vi o � z x� r� �� o� ��¢ a�o tiwo �zx ar� CONCRETE BRIpGE RAIL OR CONCRETE TRAFFIC BARRI�R C5) �/e" �IA. HEAVY HEX HEAD BOLTS (AS7M A325 OR A449) 10l 1 3/q" 0.0. WA5HER UN�ER EACH hiEX BOLT HEA� AND Nl1T. (5) 7/a" IJIA. HEAVY HEX NUTS (ASTdA A194 OR A563) THRIE-BEAM CONNECTOR TO CONCRETE RAIL NOTE= HEAVY HEX BOLT LENGTH WILL VARY �EPENbING ON WI�TH CONCRETE RAIL, LEAVE 1" OF BOLT LENGTH PAST zHE 7/8" HEX NUT. TRIM AS F2EQUIRED. NOTE- CNAMFER REQUIREO ON CONCREiE RAILS THAT EXTEN❑ BEYONO THE FACE OF GUARDRAIL 7RANSITION. 37 ��z' � RAIL SECTION 2'-6.� 2`-6 ��a„ � � ��q�� A A Q J O w o� � � c0 O �'] d �`� ELEVATION VIEW 9. REFER i0 GF(315STANDARD SHEET & BRIDGE RNLIiVG QETAILS FOR AppITIONAL D�7AIL5. 10. FOR ROUN� WOD� POSTS SYSTE�IS, ALL ROIJ�!❑ WDdO P0575 SHALL BE 7�/Z" DIA. MiNIMUM FHROUGHOUT THE TRANSITION. 5/g" X 1�/4" 6U7TON HEAD SPLICE BOLTS�(FBB017 I 2 6 � — � ❑ o � o O o 2�� a O O —� o 0 0 o O O O SIDE-VIEW {7YP) T� IRIE-BEAM TERtvIINAL CONNECTOR 10GA. PART DESIGNATOR RTE�tb (6" x 8" x 22") BLOCKOUT REQUIRE� AT THIS POST LOCATION i� M w� a� o� 0 0 0 � �a � SECTION A-A 37 �/z" � 6�-3„ NOfV-SYM�vIETRICAL --L.4P W-BEAM TO THRIE-BEAM THRIE-BEAM RAlL �IRECTION TRAN515TfON 10GA. SHORT 5ECT10N 1flGA. PART DESIGNA70R PART �ESIGNATOR RWT02a OR RWTp2b RTMO'la 12) 5/a" X 1�/4" BUTTON HEAD SPLICE BOLTS WITH RECESSED NUTS�IF6B�1} (12l RECTANGVLAR GUAR�RW� PLATE WASHERS�SFWftD3) BRIDGE APPRDACH - UPSTREAM=TH� SHORT ftAIL LAPS OVEft THE TEAMINAL CONNECTOR. PLATE WASiiERS ARE INSTALLED l}NDER ThIE SPLICE #�lUTS AGAI%!ST WSIpE OF COiJNECTOR. BRIOG� EXIT - pOWNSTR�AM= THE TERMINAL GONNECTpR LAPS OVEft THE NESTED REVIL. PLATE WASHERS ARE INSTALLED UNDER THE BOLT HEAD AGAINST OUTSIDE OF CONNECTOR. v 0 z 0 � a w � 0 0 � �„ MIN ��A WOOD BLOCK TO RpUNQ WQOD POST NOTE� TOEfdAIL WITH ONE 16� GALV. NAIL TO PREVENT B�OCK RO7ATION. WOOD aLOCK TO RECTANGULAR WOOD POST ROUTED hN00D BLOCK TO I-6EAM STE�L POS� x 9.0 LOW-SPEED TRANSIiION GF(317 - LOW SPEE� TRANSITION (2) 5/$" BUTTON HEAD PdST BOLTS & NUTS-(FB8047 (1) 5/8" FLAT WASHER-CFWC94aJ UNDER EACH NUT (8l 5/a" X 1�/q" BUTTON HE,4� rSPLIC� BOLTS�{F6B01) (11 5/e" BUTTdN HEAD POST BOLT & NUT�(FBBD4l PLATE WASHER (1) 5/e" FLA7 WASHER=(FWC14a) IJN�ER EACH NUT INSTRUCTIOf�lS PLAN view 6'-3" NOiJ-SYMMETRICAL � TRANSITlON TO W-BEAM I (SEE NOTE-101 3 SPACES 3'-1 %2" � 6 �� I N� PAYMENT FOR LOW SPEE� TRMlSITION. PAYMENT FOR METAL BEAM GUAR� FENCE. cs�� c�«u srnrvow�o� fi'-3" 3'- � DIftECTIQN OF TRAFFIC GENERAL NOTES 1. THE TYPE OF POST (ftOUND WOOD POST, RECTANGULAR WOOd POST, OR STEEL POST) WILL 8E AS SHOWN IN THE PLANS. THE EXACT POSITION OF TRANSITIONS SHALL BE AS SHOWN IfJ THE PLMIS OR AS �lRECTE❑ 8Y TH� ENGINEER. REFER Co GF[3ll5TNV�AR� SHEET. 2. RAIL �LEMENT SHALL h��7 7H� REQUIREMENTS OF IiEM 540,"METAL BEAM GUA,40 FENCE" EXCEPT AS MO�IFIE� IN TFSE PLANS. 3. �iT71€VGS (SOL75, NU75, ANO WASH�RSI SHALL BE GALVANIZED IN ACCOR�ANCE WITH ITEM 445, "GALVANIZffVG." FITTINGS SHALL BE SUBSIDIARY TO THE BID ITEM ftEQUIRING CONS7RUC710N bF' THE TRANSITION. 4. Bl1TTDN HEAO "POST BOLTS & NL1T5" SHALL tvIEET THE REQUIi2EMEN�S OF (ASTM A307), AND SHALL BE OF SUFFICIENT LENGTH TO EXTEND THROUGH THE FULL THICKNE55 OF THE NUT AN� 5/e" WASHEft {F4VC76o1AND NOT MDRE THAN 1" B�YOiV❑ 17. TRIM 80LT LENGTH TO MEET REQUIRE� LENGTH. 5. POSTS SHALL NOT BE SET W CONCftETE,OF ANY �EPTH. 6. CROWN SHALL 6E Wf{]ENED TO ACCOMMO�ATE TRAfV51TION5. 7. WHERE SOLI� ROCK IS ENCOUNTERED, CDNTAGT THE pESIGN DIVISIpN FOR AD�ITfONAL GUi[]AHCE. (512] 416-2678 31„ 8. UI�LESS OTHERWISE SHOWN IN THE PLANS, A COMPOSITE MAT�RIAL BLOCK 7HAT MEETS THE REQUIR�MENTS OF DMS-7210,"COMPOSITE MATERIAL POSTS AND BLOCSCS FOR METAL 6EAM GUARD FENCE" MAY BE SUBSTITIJTE� FOR BLOCKS OF SIMILAR �IMENSIONS. iHE CONSTRUCTI�N QIVISION, TXDOi, MAIiVTAiNS A MATERIAL PRO�UCER LIST {MPL) FDR PRODUGERS qF MAiERIAL5 CONFORhAING TO DMS-7210. ONLY PRODUCERS ON TFiE MPL CAN FURNISH COMPOSlTE MATERIAL BLOCKS. > J Z 0 � 0 � 0 6�'�� O 3 SECTIOIV B-B i � � r % 3 � m� a E �� T �' o � `o � r� o� o rn F E s � � `o .�^ m �y � ` �` o u o � � a `o ; o o � z `o u °1 as d� v o u "' v� d `a v c o vy 'rn � c ,� w v x o` � v _ � �� v c � m� o.� �� n. o ` 0 N C .°' m � Q � w o� ¢ � F 0 � mo or-r �;i w ¢J a� fi"x 8"x 14" Treaked Waod Black —\ 5/e" Buttan Head Posi 9olt with Nut & I �q"O.D. Wusher(See General Noke 3). %g" oia. hale in post & blpck. Frant slope hreak Varies 2._Q.� TYP Edge aF shoulder or widened crown. TYPICAL POST � a° � a P J � o � � o° z O � n', M ,I a � V _ �'�1i� � woao e�ocK ra ROUiVa W000 P057 � 29�32 x 11�8��5[otted Holes iTypical) �q"x 2 ��z" Slotted w000 e�ocK ro STEEL POST Perm�ssible squorc punching �gvide hole. 5/g" maz.i7ypJ 13'- fi I�z�� 6'- 3 " 6'- 3 ' `�' � < �_ . ____�_ � — - � 18" min 9" (�lin-1 � H Fill flepth Guard - Woad �lack SIeelPast �' �"� 1Z"i7ypS I" z 1 %x�� 4 �z' ¢ �z' Slatted Hales o, ^ � ��2" _� 9" � %x�� _� �TYP� STYP� Steel posi connection to culvert sla6 (use when there is less thon 43" cover over culvert sla6) 1 � S�e" 9uttan Head Pasi Bolt with N�t ond 1 3/q"O-D- Washer. (See GeneraSNote 3) �iredion of Adjacenf Traffic � 5�e"z 10"z 6" � � fASTM A361PIote / Culverl � � B- 5/g' Batton Head SIo6 ° r� �/�Ia. holes . P st SP��ce dolts and Nuts � Post{s) mny requ�re field (See GenerolNate 31 ' dia. 1ASTM .4307] Bal�s w/�Nashers modifiwtians to ensure tlolt leagth - slah 2" Field '�q"x 6"x 6"fASTM A3fi7 P�aper guardrailheight. clip tapside wasne.s �r st��iaattam Piate RNL SPLfCE �ETNL necessory ta cleor weld. { %ylyoles) Oirectian of halt ptocement is upward. ��QW FILL CULVERi POST FOR 115E ON NON-BRI�GE CLA55 CULVERTS ❑NLY GENERAL N�TES 1. The type af post fround wood post, rectongular wood Post, or steeipost) 6��4„ wilf be shown elsewhere in the plans. The exact positian of MBGF shall6e shown elsewhere �n the plons or os direcked by khe Enc�ineer. �teelpasts ka be galvanized in accordance with Item 445, "Galvonizing." �� ° 2. Rail element shall meet the requirements of liem 540,"Metal Beam Guord o� `° � Fence" except as modiFied on the plans. The Contraciar may furnish rail � � �}, -� f elements of 12 �/Z or 25 foat norainallengihs. � 3. 8utton head "past" bolts (AS�M A3071 shall be of sufficieni length to extead �/a° �/s" � through khe full thicknass of the nut (ASTM A5631 and Type A(1 �q" O.D.lwasher d i th 1" b d�t B tt h d" I " b It (ASTM A307) r tioi�s flyp��au ELEVAFI014 12 %z'(�'OM.7 W-BEAM SECiION 25 fooi sectEons may olso 6e supplietl <See Gerteral Nota 27 M9GF length af need iL) n � � Terminal Mchar Sectian fTASf 25' welded to 70 �r 12" 9 '� �Z�-4� �i0� � � � Hex Balts with Nut and x 5/s"x 16 �q" plote i�4•� a.o. wosne�. Bent to 70 ° OPTION fil pPTfON (2] Nate� This anchor post requires fa�r odditional�q" hales [shap ar fieldi in the rail member with eigM 5/g° hex Nate= This anchor post requires the 7 se of the 10 ga. 6olts with nut and plote washer. terminalconnector with To�r /e" hex 6olts with used with terminolancF�or mate�ialposfs and/or blocks. pasi optians 2. � 10 Ca. OI�LY FOR U5E IN MAINTE�fANCE REPAIRS Oi4 -f- 3„ _� o� �°• H�GNLY CONSTRAINE� 51TE CO�I�ITIONS. 2'-6" �a pesigrt � F/4" D1vls7on �Texas �eivartmerrt ot TYansuortafion ��ndard o� z�s s"x 5/� "xts �" 'N$ x 18 �-�'� ez'-a" �n�n� � Hoies for %a�� x 2^ `" i° Nate� TermiaalCannectar ta be confarming to OMS-7210. flnly praducers on the MPL can furnish composike Provide 4 additianol hales in � � � 7I2 �4�� end of terminalrailseciian � N_ S��Z� W-Beam with y 4 B stondord splice 8� 5/e"x 2" hex 6olts wiih nui ` cannection �, and 1�q"x 3"x 3/s" p�ate wosher. P- - o f� 1� " x �/4"x 75 %i' 1!2`� 4„ 4�� 1 �Er ��js"Hales y Z,� W-Beam Rail 2 1� Q ,,,, �j 3 s4� yy..-�' a Top of �� q�ln� 1`�� 4„ Finished ` �t Ma% � � 7erminol Grade �� o �/Z" �i5� Connectar 4" � o ° � � (See detoill Max. Max. I�+^ 7ap af `� ° p � �,�,a `+a , e c Finished v v �� Grade - � � L 6"x 5�6"x s" min. _ � o � y� x 16 3/q" 6ent to 70 ° ��- W8 X 18 4- 3" �io. �,/4`f� _ a'�- il II nui and washer. TERt�AINAL ANCHOR POST OPTIONS [See GeneralNote 11) Oirection °f ter[��oSra�t Terminol � Terminol �Anchar Post NoSes � � Mchor Post ,� ,� Either cancrete anchvr moy be used � � �• r with either past optian ubave. 18 " dio. raund No wnstruction joint is allowed 30" square x 6y 5'- O"deep �n «e concrete anchar. _ 2'- 4"deep = or S6 "squore Terminolrailmay he hoited ta ar 35 "dia. o by 5'- 0" post and in twisS pasitian prior � r und Imin.] �eep Mchar ta placing cancreke onchar. '� 6y 2'- 4" � Oeep Mchar o� If concrele anchor is pre osi, the aren sho�id be campacted ° � as directed by the Engineer, � a• � ;� � when placed in tNe field_ Aloce face aS past TERMINAL COf�lCRETE ANCMDR OPTI4NS approx. on C�t a�cho� (See GeneralNale flY 4.� 4„ an no more pn eyon i. u on ea sp ice a s a e 5/$" x 1�/4" (or 2" long ak kriple rail splices) wifh o$/e" double recessed nut (ASTM A563). 4. Fiitings (balts, nuts, and washersl shall be galvanized in accordance with Item 445, "Goivnnizing." Fittings sholl6e su�sidiary to the bid item. 5. Crown shall 6e widened to accommodate the Metal Beam Gvnrd Fence. 6. The lateralapproach to the guard fence, shallhave a slape rate of not mo�'e than 1V�lOH. 7. Unless otherwise shpwn in the plans, guard fence placed in the vicinity of cUrbs shall be positioned so thot the foce of curb is locotad direc{ly below or behind Post Bolt Length the face af the black. Rail placed aver curbs shpll be instQlled so that the post 6olt is ]acaked ❑pproximakely 21 inches above the gufter pan or roodwoy surface. Vofies Splice Boli Lenqth 8. If solid rock is encauntered within 0 ko 18" ❑f the finished grode, drill a 22" dia. hoie, 24" inio the rock, or drill twa 12" dia. frant ko back overlapping ��9�� °f 2�� hales, 24° into the rock. 1F solid rocic is encauntered 6e2ow 18",drill a 12" dia. hale, 12" into the rock or to the standord embedmenF depth, whichever is less. OvalShoulder ��s�a„ Any excess post lengti�, after meeting these depths, moy be field cut �o ensure 8ution Heod proper guardroil mo�nting heighL Backfdl with a cohesionless matefiai. 9. Posts shollnof be sef in coacre}e, of any dep}h. BUTTON HEP� SOLT 10. Special fabrication will be required ot inskolloiions hoving o carvoture o{ Post and Splice eolis iess than 150 ft. radius. [See GeaervlNote 3) 11. The terminal anchar section (TAS) post shall be set in Class A concrete (unless otherwise shown in the plans) rn ❑ccordance with Item 421,"Hydraulic Cement Concrete." Concrete shallbe su6sidiary to the 6id item requiring constructian af the terminof onchor section i7A57. Terminal anchor post to be galvanized in acco�dance with ttem 445, "Galvonizing." 12 Unless oti�erwise shown in the plans, ❑ composite mflterial post and/or block thpt meeks ihe requ�rements oi OMS-7210,"Camposite Moterial Posis and Blacks for MetalBeam Guord Fence" may be substituted for pasts and/or blocks of similor dimensions. The Conskruction �ivision, TxpOT mainiains a Material Producer List {MPL) for producers of materials 8� 2s�.�2�� x � 5�9.� 4 �/q" 4 �/q" Slaited Flales. (See Note 3 i Far hardwore) o---�--o— —�— I O+ OO — --�— o— 2 %2°x �a�� SlptlOd Hple T�ftMIfVAL C.ONNEC��R Far car�nection hardware to cancrete roils, see the M6GF transition siandards. METAL BEAM GUARD FENCE �A�GF�19 rac� ns� NpVEMBER 2p1g TM�OT cx=KM oW�eo rx=VP vT SECT d00 MIGItWAY T cauwrr s�eer xa- 26 �o nol use Washer = 8" � between Ball '� �1 Head and Rail Element ` I l ' ,. � Toenailwith one 16d Golv. n prevent blc � c WC30D BLOCK TO RECTANGULAR WOOD POST Note� See ftail5plice �etail For the required hardware. 4 - 1" D�o. Holes � _\` � i� n \ � - n n ....................... ..��..,..�,.�� .,� csee options ee�ow� 3��ETERMINAL ANCHOR SECTION (TASl ~ Adjocent Traffic Te�minal anchor seciions are only for downstream use, wYlen located ou}side ihe horimntal ctearance area of opposing traffic. NOT�= STEEL I-BEAM POS7 W6 7f 8.5 (6'-0") PN=533G 5�� X 10" HGR BOLT PN�35�OG STAN�AR� WOO� 6LOCIfOl175 46"XB"X74'7 PN�4�768 �e LINE AT THE BACK OF POST "2 THRU •8 AT (POSTS 2 THRU 8) 5�8" FtGR NUT PN�3340G � FROM THE CENTERLWE OF POST(D & POST(Ol � �� , � � � ANCHQR PApDI.E Ai�GLE STRUT�PN=15204A -� 16,� P057(Sl PDSTl7l POST[67 F'05745i POST(47 P05713) PLAN VIEW oo r�oT eo�r SEE 1 Posrcu MASH TEST LEV�I. 3(TL-3) LENG7H OF SoftSiap TERMINAL (5fl'-9 �/y"} BEGIN LENGTH OF NEE� � MiCHOR RAiI. TO - POST (2) OETNL � a' m . o w s 7 3 m� nE Q o a� a_`- `o m F � o� 0 � o T � a� � `o .�" m c" Y � ap o u T� ; o o E z `o �r � o « P. 6 � �a c o dW c '� � o z W H � i « °u T m 9 � v � c � d T 'o '= rn� m � � o n � m o L " c° W H w � � O N W N � � o a�� -a'O �so P F 1-- w " rw Q J � L� MaGF 50'-9 3/y" STAhlDARp INSTPLLATIaN l��IVGTH fMASH TL-3 SaftStopl 6 /' � "� �/z�� 6�_3,� ENO PAYMENT FOR SGT AIVCHOR R.41L WITH SLOTS -(THREPDE❑ THRU HE11�] SEE SvFtStOp 7�SAPlVAL FOR COMPLETE DETAILS �;� � i— �z"�•�-1 � f87 `'�e��x �_ I�� Gft 80LT5 PN�3360G 5/e�� HFx Nurs PN=3340G F'tlST(9) GRADE ALTERNATE BLOCKOUT f SEE GENERPL N4TE=fi 4" X 7�/z" X 14" 6�� x 8" X 14" BLOCKOUT BLOCKOU7 W000 COMPOSI7E rpry:¢0768 PN'6777B j NOTE� j p0 NOT BOL7 j ANCHOR RAIL TO ' � 6�� PflS�f(2! 5/g" X 1Q�� 5/a" HCR Nl1T 14" �HGR POST BOLT PN�33hOG � I PN�35QOG � 13ls�lAMETEft YIELPING FiOLES LOCATEO �N FLANGES (HOLES A.PROKIMATELY CENTERED AT FINISHED GRAp�I ISOMETRIC VIEW POSTfI & 2l W6 X 8.5 I-BEAM P057 SHOWING $TAN�AR❑ woao 9LOCKOU7 NOTE� O BLOCKOf1T NSTALLE❑ AT POST(ll pw: STMlDARD MBGF 25'-0" �OWNSTREAM W-9EAM GUARDRAIL PN�fi1G 6'-3" 6' -3" e a o m POST 32" 31" HEfGHT RAIL HEIGHT POST AO" OEPTH STYP 7-85 POST(7) POST(6S FiARDWPRE FOR POSTL21 THRII POST(81 (D 5/B"x 10" HGft 90LT PN'35UOG (U 5/e" HGR MEX NUT PN=3340G NOTE� 0 NOT BOLT ANCHOR ftAIL PANEL TO POSTf21 NDT£� O NOT BOLT NCHOR RAIL PANEL TO POST(21 4�_g �z�� W6 7f 8_51 f5YTP71-BEAM POST PN�15203G NOTE� 0 BLOCKOIIT S7ALLE� AT POST(II 5'-O' S0' APPROACH GRADINC n APF'ftOX 5'-7a^ Y L ��. {D 3/q" x 2�/2" HEX BOLT (TYP7 PN-3717G f47 �q" FLAT WASHER STYPV PN=3701G (2) �q" HEX NU7 6'- 1 3Ia" POST (TYP) PN=3704G �EPTH (21 ANCHOR P057 ANGLE PN:iSzaic DETAIL 0 �-{ Ai PDST(0) I 5'-5 3/¢" tW6 X 15) � i-eEana �osr PN�l5205A � � � �� ,_p„ //� APPROACH GRADiNG I EDGE OF PAVEMENTJ 2,_n„ �� (iV_101i OR FLATTERS � NOTE�PDJUST WIOTH ACCOROINGLY WHEN OF�SET IS USEO.(OFFSET "OPTION" SHOWM RAIL OFFSET SEE PRODUCT ASSEM6LY MANUPL FOR A�OITIONAL GUIi1fiNCE. APPROACH GRA�iNG A7 GUARORNL EN� TREATPviENTS J �TftAFFlC FLOW GENERAL NOTES 1. FOR SPECIFIC INFORMATION REGARDING INSiPLLATION AN� TECHNICPL Gl11OAiJCE OF 7HE SYSTEM, CONTACi� TRII�ITY HIGHWAY AT 1(8881323-6374. 2525 N. STEMMOIVS FREEWAY, bl1LLlS, TX 75207 2. FOR WSiA1..LATION, REPAIft AiJ❑ MNNTENANCE REFER 70 THE; Sa(t5tap EI�� TERMINAL, PRODUCT DESCRIPTION ASSEM6LY FdNVUAL. PN�6202376 3. APPLY HIGH INTENSITY ftEFLECTIVE 5HEE71NG, "OBJECT MARKER" ON TNE FRONT FACE OF THE DEVICE PER MANUFACTUREft'S RECOMMEN�ATIONS. tlBJEC7 M.6f2KER SHALL CONFORM TO THE STAIV�AF26S REOUIRED IN TEXAS MUTCD. 4.FOft POST (LEAVE-OUT)INSTALLATiON AN� G�I�ANCE SEE TXDOT'S LATEST ROADWAY MOW STRIP STANDPR�. 5. HAR�WARE S60LT5, IVUTS, h WA5NERS) SHALL BE GPLVANIZE� IN ACCOR�ANCE WITH I7EM 445,"GALVANIZING". FITTINGS SHALL 6E SUHSi�IARY TO THE Blp ITEM. 6. A COMPOSITE MATERIPL BLOCKOl1T THAT M��TS THE REqUIREMEiJTS OF �MS-7210, MAY BE SUBSTITUTEp FpR BCOCKOUFS OF SIMILPR OIMENSIONS.5EE CONSTfttIC710N �IVISiON MAT�RIAL PRO�l10ER LIST (MP�I FOR CER7IFIE0 PROOUCERS. 7. IF" SOLIo F20CK 15 ENCOlfiJ7EftE� SEE THE MlSNIJFACTURER'S INSTALIATION MANl1AL AN❑ REFER TO THE LATEST RQAOWAY MBGF STAiJDARO FpR �I�STALLATION GUI�ANCE. B.POSTS SHALL NOT BE SET IN COIVCRETF. 9.IT IS ACCEPTABLE TO INS7ALL 7HE 5ofiStop IMPACT WEPD PARALLEL TO THE GftA[7E LlNE (JR WiTH AN UPWAR❑ FILT. 10. �O NOT ATTpCH THE SoftStop SYSTEM �IRECTLY TO A RIGI� BARRIER. 71. UN6ER NO CIRCUMSTANCES SHAL� 7HE GUAR�RAIL WITF3IN THE SaFtSfap SYSTEM e� cuav�o. 12. A FLARE RATE OF 11P TO 25-1 MAY 8E USEp TO PREVENT THE TERMINAL HEA� FROM ENCROACHIIVG ON THE SHOl1L�ER. THE FLPRE MAY BE OECREASED OR ��IMINATE� FQR SPEGFIC INSTALtATI0iJ5, IF �IREC7E❑ BY 7HE ENGINEEft. NOTE�A THE iNSTpf.LAFI�N NEiGNT DF FULLY ASSEM9LED AtJCHOR POST WILL VARY FROM 3-��" MIN. TO 4" MAX. fiBOVE FINISHE� GRA�E. NOTE=6 PART PN�S&52B RIGHT-SIDE (F11GH iNTENSrtY FEF"LEC7IVE SHEETINGI PART PN�58516 LEFT-SIDE (HIGH INTENSITY REFL�CTIVE SHEETING) �� b-�� NOTE�C W-B�AM SPLICE LOCATEO 6ETWEEN LINE PO57(4)ANb LlNE Ptl57(5) GIJAR�RNL PAIVEL 25'-0" PN�61G ANCNOR RAIL 25'-0" PN�15215G LAP Cl1ARORAIL IN OIRECTIOIV OF TRl�FFIC FLOW- �� P�ST(01 6' S 3�e., PN=95205A fiNCHOR PLATE WASHER °/Z" YHICK PN�15206G 1" ROUNb WA5HER F4b3 PN�4302G ALTERNATE BIOCKOUT 5�� CENERAL NOTE PART QTY NlAIN SYSTEM CONEPONENTS 6202378 1 PROOUCT �ESCRIP71tlN ASSEMBLY MMlUAL (LATEST REV.1 15208A 7 SaftStop HElV� (SEE MhNUAL FOR RIGHT-LEFT APPROACHI 15215C 1 SaitStap ANCHOft RP1L [12GA) WITH CUTOUT SLOTS fi1G 1 SoflStap {IOWNSTREPM W-HEAM RNL [72GA7 (25'- 4"1 15205A 1 PDST �0 - ANCHOR PO5T (6'- 5�/g"7 152D3C 3 POST •1 -(SYTP) f4'- 8%Z"i 75000G I PUST •2 - (SYTP) (6'- 0") 533G 6 POST •3 THRU "8 - I-BEAFA (W6 x 8-9 f6'- ❑'7 44766 7 BLOCKOt17 - W000 (ROUTEDI(6" x 8" x 14"7 67778 7 BLOCKOUT - COMPOSITE (4" x 7�/�" x 14"7 b 15204A 1 ANCHOR PApDL� 15267G 1 ANCHOR KEEPER PLAiE (24 GAS 15206G 1 ANCHOR PLATE WASHER S��z" 7HICK 7 152D1G 2 ANCHOR POST PNGLE (i0" LONG) 15202G 1 ANGLc STRl1T HAi��WARE � 4902G 1 3" ROUN� WASHER F43S = 3908G 1 3" HEAVY HEX IVUT A563 GR.ON 3717G 2 3/;" x 2%z" HEX 90LT A325 3701G 4 3/�" ROUNO WASHER F436 3704G 2 3/q" HEAVY HEX NUT A563 GR.OH 3380G 16 5/e" x 7�/q" W-BEAM RNL SPLtCE BOLTS HGft 3340G 25 5/e" W-B�AM RAIL SPLICE iJl1T5 HGR 350DG 7 `'�e" x 10" HGR POST aOLT A307 3391G 1 5/a" x 1�y" HEX HO BOLi A325 4484G £ `�g" x 9" HEX HD 60LT A325 A372G 4 S�g" WASHER F436 i65285G 2 �6" x 2%p" H�X H� BOLT GR-5 105286G 1 �y" x 7�/Z" i1EX HD 60LT GR-5 324�G 6 5/6" ftOUND WASH�R LWI�EI 3245G 3 5/6" H�X idUT A563 GR.�H 5852B 1 HIGH INTEN9FY REFLEC7IVE SHEETING - SEE NOTE�B NOTE� TFf15 STAN�AF20 IS A BASIC REPRESEN'iATIaN OF THE SoftStop EIV� TEftAfINAL, I7 IS iJ07 INTEN�EO TO REPLACE THE PRODUCi RESCRIPTI4N ASSEMa�Y MANUAL. MBGF LAPPE� IN ❑IRECTION QF TRAFFIC FLOW 6'-3" b'-3" 6'-3" SEE NOTE�C Il R.41L 25'-0" / RNL 25'-0" F'iJ�61G PN�I5215G L (81 5/a„x 1_ i�q„ NGR 60LT5 PIJ � 3360G 5/a" HEX NUTS PN�3340C POST(5] AOST(4] ELEVATION VIEW MI�OL£ SLQT C i17tlUT J pUTSlO� SL075 CLITOUT J (ll 1�i" X 8'-10 /e" 527�/z�� x s�_g 5�8�� Hpft RPfL (12GA7 PN�15215G B 6'-3" � �A 5'-8" � 4'-7�� 31" � �N RAIL HEIGHT POST(3) B ANCLE STRUT �» $�e�� % � Ya" PN: 15202G H�X N❑ BOLT � PN 3391G � (2] 5/e" WA5HER5 / PN 4372G �� Lll 5/e�� S�e" HEX NU7 HGR HEX NUT PIV 3340G {2� �6�� ROUNp WASt DETAIL �❑ PN324pG dOR RWL TO SEE � � POSTf2) OETAIL 13/I6�iA. J oo a,o�l3��lA. YIELOING YIEL�ING HOLES HOLES s�� DETAIL POST(27 POSTiU 6'-0" (SYTPI 4'-9 �/z" SYTP PN' 15DOOG A PN= 15203G 1k �s" x 7- %" FiEX � HD BOLT-GR-S 6" X&" K 74" SHOWN AT POST(V —+�;� I W-BEAM RNL 6" X 9" X 14" gLOCKOlJ7 W00 NEAR GROUN� � `� 25'-0" � �BLdCKOl17 WO�D W- Z 0 RP1L � DE7AIL � 5/^ �p., 5/g" X 10" SHOWN AT POST(I] ;s ANCHOR KEEPER PLqT� (24 GAI PN��5207G (2) 5/s" x 2 �/z'� HE� / H❑ BOLT GR-5 PN=105285G e X (21 �6" ROUN� WASHER HGR POST BOLT HGR POST BOLT PN�3500G PN=3500G (WIQEI PN�3246G - POSTSO7 �. TRAFFIC FLOW SofiStop FACE SEE GN(37 & NOTE=] MICHOR PA��LE �PIV:15204 A EN� OF ANCHOR RAIL �PN�15215G SEE �NOTE� A❑ 5/a" HGft NUT 5/e" HGR NUT POST 32" PN=334DG ppST 32" PN.3340G ANCHOR PPDOLE 1" NUT PN�3908G SHALL H�iG}iT g}�� RAiL HEIGHT 31" RNL PN� 15204A (2) �g" HEX iJUT 8E SECURELY TICHTENEf � HEIGHT � HEIGHT A563 GR.�H AFTER FINAL ASSEMBLY, I�N�3245G BUT NDT ❑EFORMING TH W-6EA#�1 FLATT�N�O KEEPER PLATE. Ch PLIES) � POST 17"- %Z" qryGLE STRl1T SEE HElGHT I pN� 152D2G � � �NOTE� �❑ �FINISHEp �FIiJISHE� � � GRA.�E GR,�➢E o 0 �- "!'saia. 4'- 9 �/z" YIELOING 44�� LWE POST 40�� POST(D HOL�S (3, 4, 5, 6,7 & S) 40" POST[ll SECTION view B-B s�criotv vr�w A-A e� o•� cws x a.5� s�-o�� cws x a.s� I-BEFSM POST PN= 533G (SYTP7 I-B�AAS POST PN�ISOOOG FRONT VIEW POST(15 fSEE GN NQTE 151 ;TAIVOfiRD 31" MBGF POST —EN� PAYMENT (SG7YBY EACH RAIL �b -3" 6'�3" � HEfGHT � 31" ITEM 3 RAIL 4 FINISHE� GRA�E POST 9 POST S PaST 7 1.ITEM 12 C�MPOSfTE BLOCKOUTS INSTPLLEO AT LWE POST(9S THRU LINE POSTl21. 2. �0 NOT ?NSTALL A 9LOCKOUT AT LINE POSTfU. T,�o� wd o� .�'+ o V D � .�, ti �o' o � °' z�� _�-E :.�o u %,t a�o �C uvy ��m a �m ro SEa 0 y h E Ca°a .� wo`o 60" x� � m m rL � U ro� TpO p r �' �3� �°'o ` a "' >n� p�o °'am q L � � o ,, a�� n o ` N ~ t 00 N O �X �, O b�a �ma W 3 o a �rEN aFmN J ' � N � y a xo POST 8 I POST 7 �r�M U INNER SIOE SLI�ER (ISSY PAtJEL FOR RNL 3 POST fi PLAN V�EW 00 iJOT BOLT RAI� 70 PO5T C T55 PANEL RSS Pi�AT� c,uvarfiz�o cn�v,an�iz�o ITEM 5O ITEM � � � p� IhlSTALL THE TSS ANP R55 � � WI7H THE ARFtOWS POINTING TC7WAR05 THE MAX-HEA� O�O O� TSS PNIEL AN� RSS PLATE �ETAIL(�l 7 5/s�� NOTE� USE THE MASH FWPROVED Z�a�, X-TENSiON CABLE ASSEMBLY. UPPER CABLE (BACK SI�EI LOWER CAHLE (TRAFFiC Sf�E1 DE7A1L(8) STNJDARD M6GF n n w.. aw o� 5'-p" IN$TAl_LATION LENGTH 55'- �p" 49'-8 �s" - -- - -- 6'-3" � 6'- �a" � 5'-3" B,_3„ S,_J„ ARROWS iTE�f �RAIL 3 DETAIL � (D) POST b POST 5 {$7 X-LITE LfNE POST - ITE�I 1O ELEVATION VIEW ITEM URAIL 2 ITEM URAIL 1 ��-�$ FINISHE� GR.4�E AOST 4 POS�f 3 HE.4� TOP OF POST HEIGHT � 32 �j�q �� 31 _� 8„ FINISFiEO GRA�E 40-�/e�� 6S-��a" � ANCHOR POST DEPTH ITEM O ITEM � LINE POSTS 2 THRU 9 AFVCNOR MOTE� ITEM A�O57 1fN07 SHOWiJ), TO 8E INSTALLED AT SAME DEPTN ns uNe Posrs.� SOIL Ai+lCHOR, POST 1 & LINE ?OST 2 THRII 9 SECTfON VIEW A-q APPROX 5'-10" � E€]GE OF PAVEMENT —� NO7E= A�JU57 WIOSN ACCORDINGLY WHEN OFFSET IS USED. [OFFSET "OPTION" SHOWhli NOTE� TX�OT GEIVERSC APPROACFi GRADING LAYOUT 115E0 FDR ALL TANGENT 7YPE EN� TREATMENTS. APPROACH GRA�ING AT GE1ARpRAIL EN� TREATMENTS + 3 ITEM ITEM 1� � LElJGTH OF iJEE❑ 2 37 %Z RAEL HEIGHT �OFFSET DtSTANCE MEASURE� GENERAL i�iOTES FRDM REFERENCE LINE �. FOR SPECIFIC WFORMATION ftEGARDING INSTALLATIDN ANO TECFiNICAL GUIpANCE DF THE SYSTEM, CONTACT� LINpSAY TRPNSPOft�ATfOIV SOLUTIONS {LTS] - 9ARRlER SYS7EMS,INC.AT i7071 374-6800 2. FOR INSTALLATION, REPNR, & MNtJTENANCE R£FER TO THE. t�{AX-TENSION TEM 1� INSTALLATION INSTRUCTION MPJVUAL. P/N MANF.SAX REV D(ECN 35167. CABLE ASSEMBLY 3. APPLY HIGH INTENlSITY REFLECTIVE SHEETING, "OBJECT MARKER" ON THE ITE7rl FRONT FACE OF THE OEVICE PER MAfJUFACTURE'S ftECQMMEN[JATION5.08JECT GROlJNDS RU7 MARKER SHALL CONFORM TO THE STANDPRDS REQUIRE� iN TEXAS MUTCD. NO BLOCKOU 4, FOR PpST (LEAVE-OUTI INSTALLA710N ANP GL1I�AIVCE SEE TX�OT'S LATEST AT (POST 1J ROPDWAY MOW STRIP STAN�ARO. 5. ALL STEEL COMPONENTS AftE GALVAIVIZED PER ASTM A123 OR EQUIVHL.�fVT ��TRAFFIC FLOW UNLESS OiH�RWISE STATED. mm�� 6. SYSTEM SNOWN USING STEEL WIDE FLANGE POST WITti COMPOSITE BLOCKOUTS. iTEM �5 7. COMPOSfTE MATERIAL 6LOCKOUT THAT MEETS THE REQUIREMENTS OF o�us-z2ia. MAX-TENSION HE,nn MAY BE Sl1B5T1Tl1TECl FOR BLOCKOUTS SIMILAR �IMENSIONS. SEE CONSTRUCTION �IVISION MATEftIAL PROOUCER LfST(MPUFOR CERTIFIED PROOUCERS. SE� �ETAiLfAI 9. REFER 70 INS7ALLA71dN MNVIfAL FOR SPEC�FIC PANEL L,4PPING GIIIDIVJCE. 9.IF SOLI� ROCK IS ENCOLINTEREO SEE THE MANUFACTl1REft'S fiJSTALLATION MANUAL FpR INSTqLLATION GUIDANCE. 5'-3 °/is` 10. POSTS SHALL N07 BE 5E7 IN CONCRETE. A 19. A DRIVING CAP W1TH A TIMBER OR PLASTIC INSERT SFiALL BE USE� WHEN HEAD �RIVINC POST TO PREVENT DAMAGE TO THE Gl+LV1VJIZING ON TDP OF THE POST. HEIGHT 7p, MAX-TENSION SYSTcM SHP�f� NEVER BE INSTALLE� WITHIN A CIJftVE� SECTION • DETAIL OF GUARORAIL. ia� 32 ��q�� 73_ IF p pELINEATION MARKER IS RFQUIRE�, MARKER SHALL BE IN ACCORpANCE WITH TEXAS MUTCD. 14. THE SYSTEM IS SHOWiJ WITF3 12'-6" M9GF PANELS, 25'-0" ARBCF PANELS hRE AL50 ALLOMfE�. ITcM I CABLE 15. A MiNIMUM OF 12'-6" OF 12GA. M6GF IS REQUIREO iMME01ATELY DOWNSTREAM SS5EhdBLY OF THE MAX-TENSIOid SYSTEM. ITEi.I 2 68_��e�� POST 2 POST 1 � I7EM � i a�Ah� W6 X 9 ND BLOCKOU AT fPOST 17 ]5 RUT soi� ANCHOR P0S7 ITEM 1O A- CABLE FRICTION PLATE H£/�➢ l�1NIT � ITEM `y � ,. � a ITEAd �3 6X d 3 SCREWS EACH SI�E i7EM � 8i2ACKET SHIPPEO FLAT � � ITEM 5 HIGH INTENSITY REFLECTIVE SHEETING NOTE= OELINEATIOiJ MARKER IN ACCOft�ANCE WITH TEKAS MUTCD. 50' l�PPROACH GRAOING �� `-°.. Q'-0" MAX. `APPROACH GR.4�ING I � RNL OFFSET ��V=10H OR FLATTERI SEE PROOUCT ASSEM6LY MANUAL FOR A�DITIONAL GU1DfiNCE. 7RAFFIC F�OW NOTE� THIS STANQAFt� 15 A B{h51C REPRESENTATION OF THE MAX-TEiJ51UN EN� TERMINAL, IT 15 NOT INTEIV�E� TO REPLACE THE PRODUCT DESCREPTION ASSEM8�Y MANUAL. NOTE= REFERENCE LINE USEO TO INSTPLL FiEL�-SIDE �ECESSE� MEX NlITS FACING LINE POST(97 THRU POST(2) tRa� 3� ra�Fic-sioE SE� DETAILSC7 � � _ � � � � PDST 5 4 RAIL 2 � ' RAIL 1 CABLES INSTALL GUAftD FEiJCE RECESSED ITEM 5O MBGF HEX NlJTS ON TRAFFIGSIDE TRAFFIC SIOE SL�OER RNL 2 (T55] PAM1iEC FOR RAIL 2 MBGF' IJOTE� SECl1RE THE (TSS) PANEL TO OUTSIDE � � � RaL 1 OF RNL 2 WITH THE PANEL ARROWS POINTING TDWAROS THE iiEAD. DETAIL(C) IVOTE � INSTALL 5/e" RECESSE� HEX NUTS ON TRAFFIC SIDE. ITEM �0 �8X ITEFA � �4X� SPUCE F6ft IMPACT-H�AD TO Gl1ARD FEHCE (RNLii DETAILfAI ac x ITEM # Pwzr NUM€3ER DESCRIPTIQN QTY 1 9SbfS100fi6-00 SOIL ANCHOR - GALVANIZED 1 2 B51-1 6 1 0 0 61-Oa GROUN� STRUT - GALVANIZE� 1 3 851-1610062-00 MN(-TENSION IMpACT HEAp 1 4 851-761�063-00 W6x9 I-6£AM POST 6FT.-GALVtWIZEO � 5 BSI-1510tl54-tl0 755 PAIVEL - TRAFFIC SI�E SLiOER 1 6 8SI-1610065-4D ISS PANEL - INNER SIOE SLI�ER 1 7 851-161006&-00 TOOTH - GEOMET � 8 651-1fiI00b7-P4 R55 PLATc - REAft SI�E SLI�ER 3 9 6961058 CAELE FRICTION PLATE - FiEAD IJNIT � 1a 851-1610069-06 CA6LE ASSEMBLY - IJRSFi X-TENSION 2 11 851-1012076-00 X-LI7E LINE POST-GALVANIZE� 8 12 B030S34 8" W-B�AM COF6POSITE-BLOCKOLIT XT710 8 ]3 B51-4004386 12'-S" W-B�AM GUARQ FEIVCE PANELS 12GA. 4 14 851-17a2Q27-00 X-LIT� SQLIARE WASHER 1 IS BSI-2001885 5/a" X 7" TNREAD 60LT HH (CR.S)GEOMET 1 16 BSI-2�01B85 �q" X 3" ALL-THREFD 90LT HH (GR.S7GEOMET h 17 4001115 �'�g" X 7��q" GUAR� FENCE BOLTS (GR.DMGPL 48 78 2001&40 �" % 1�" GUARD FEI�CE BOLTS MGAL 8 19 2007fi36 5/e" WASHER F438 STftUCTVRAL MGAL 2 20 40tl11#S 5/e" RECESSEO GUARD FENCE NUT CGR.2SMGAL 59 21 858-20a7S88 5/a" X 2" ALL THREAD BOLT {GR.51GE06.SET 1 22 851-1701063-00 �ELINEATION MOUNTING (6RACKETI 1 23 BSI-2O07887 ��q" X 3/4" 5CREW S� SiH 41055 7 24 4002051 GLIPRORNL WASHER RECT AASHTa FWR03 I Z5 SEE NOIE 9ELOW HIGH INT�NSITY REFLECTfVE SHEETING 1 2fi 4002337 8" W-BEAM TIMBER-BLOCKOUT,P�901B 8 27 B51-4004431 25' W-6EAM GUAftf]RNL PANEL,B-SPACE,I2GA. 2 28 MANMAX Rev-(O] MAX-TENSION INSTALLATION iNSTRIJCTIONS 1 x TO 6E PROVI�ED BY �ISTft16UTOR OR CONTRACTOR. x x ALTERNATIVE ITEMS NOT SHOWN. ITEM(261 S" WOQD-9LOCKOUTS ITEM(27) 25'GUARO FENCE ?ANELS a � w� o� �� ~N s �- 3 wo �� o� � [� �z QF >- � �� o v� �� a o� da x❑ F- � }o mN w� �a �� a~ z `� Y K � z� ¢z �� 00 r `'- r� �� r ¢¢ 3� � z p -•� �w Uz ¢�- 0 w c� a i=r ao �� ad c� � z� w� w z= z~ W �y N O Q Z w� r� =w 7 wZ x p �-c� rw mY o� za � e.' 7 oF �J Nm - N aZ � O ¢� a v� �� z � _ �^ r� �� ao� wW � a�o NT�X o�r — 50'-0" 46'-10 ��z � v,n r �/z" S7RUCTURAL Nl1T WITH STRUCTURAL WASHER srwvo�o °l•9 NARDWARE F"OR IPOST 8) THRU (POST 3J 31� POST 8 POST 7 POST 6 POST 5 POST h POST 3 POST 2 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 5'-3" 3'-1'/z" T T T T T -C � W-BEAM MGS W-BEAM MGS RAIL SECTION ftNL SEC710N 12'-6" 12'-6" x NO3E5� 1.ITEM M�MPO51iE B�OCKOUTS INSTALLE� AT LINE POSTSBI THRU LINE POST(37. 2.ITEM PQPO� BLOCKOU75 CAN BE USED AS ALTERNATE. PAYMENT FOR MSKT IIVSTALLATIOiJ �/Z" 57RUCTURAL I�UT WITFi 57ftUCTURAL WASHER POST 8 ��O POST 7 POST 6 `flO F'b57 5 POST 4 � C FINISHE� FINISHE� d t8� 9�5� GRP.�E GRME 3'-4" � �J � �J �J � iPOST 3-81 IIVSTALLA710N DEPTH ELEVATI�N VEEW POST 3 S.IF SOLI� ROCK IS U r�TRAFFIG FLOW ��UFACTIiRER, & REFER TO THE LATEST ROA�WAY MBGF STAN�ARD FOR INSTALLATI6N GUI{]A1VCE. 9. POSTS SHALL NOT BE SET fN CONCRETE. H,m(8),n($),oIB) 10.5Y5TEM MUST BE A"fTACHED TO STANDnRD 3I" MeGF. 11. UN�ER NO CIRCUMSTANCES SHALL 7HE GUAR�RNL WITHIN TNE MSKT SYSTEM BE CURUE�. U � OBJECT� �Z� p��E RATE OF UF' i0 25�1 MAY HE USE� TO PREVENT THE TERMINAL HEAD FROM ��'l \ MARKERLl� �HCROACFiING ON THE SHOULOER. THE FLARE MAY 8E DECREASED Oft ELIA7INATE� FOR SPECIFIC WSTALLATIONS, IF DIRECTE{7 BY THE ENGINEER. a j 13. TiiE SYSTEM IS SHOWN WITH TWO 12'-6" MBGF PRN�LS, OPlE 25'-0" hSHGF PhNEL 15 AL50 �, O � � ,dLLOWED IN THEIR PLACE. I4. A DRIVING CAP WI7H A 71MBER OR PLPSTIC INSERT SHALL BE USEO WHEN DRiVING POSTS 3-8 C TO PREVENT DAMAGE 70 THE GALVANIZING OIV TOP OF THE POST. SP£CIFL �RIVING CAP Tp BE USEb ON LOWER POSTS 1& 2 TO PREVENT �fiMAGE TO THE WELDED PLATES. L7 SYRUT v A SEE P057 1 DEPTH �EPTH CONNECTION � 6�_�� 6�_Q�� QETAIL POST SOIL PLATE ON �DOWIVSTREAM SIOE F � POST 2 PaST 1 NOTE� SEE (GENERAL NOTE 147 FOR �RIVING CfiP INFORMATION. SEE NaTES� sc %2" X 1 �/4" A325 BOLT MItTH CAPTIVE WASHER � �/Z" 7( 1 �/q" A325 60LT WITFi CAPTIVE WASHER SECTION B-B ANCHOR 6RACKET POST 2 SECTION A-A P�w� vi�w GENERAL NOTES t. F"OR 5PECIFIC WFORMATIOM1! REGAROING INSTALLATION ANO TFCHNICAL GUIpANCE OF THE 5YSTEM, CONTACT= ROAO SYSTEMS, INC. (43212b3-2h35. 3B1& OLa HOWAR❑ COUNTY AIRPORi, BIG SPRING, TX 79720 2. FOR INSTALLATIDN, REPAIR ANQ MAINTENAFJC� REFER TO TFiE: MSKT END TERMIiJAL, PRO�UCT �ESCRIPTIDN AS$EMBLY MANUAL (PUBL�CATION-0627171. 3. APPLY HIGH INTENSITY ftEFLECTIVE SHEETING, "OBJECT MARKER" ON TN� FRONT FACE OF THE DEVICE PER MANUFACTURER'S RECOMMEN�ATIONS. OBJECT MARKER SHALL CONFORM TD TNE STANDAROS REflIiIREa IN TEXAS MUTCO. 6'-3" 4. FOR POST (LEAVE-Ol1T) INSTALLATION ANP G111�ANCE SE� 7X€]07'S LATEST ROADWAY MOW STRIP STANOARD. 5, HARpWARE 48oLT5, NlfTS, & WASH�RS) SHALL 8E GALVANIZEO IN ACCORDANCE WITH fTEM 445, � "GALVANIZING". FI7TINCS SHALL 9E Sl1BSIDiARY TO THE BID ITEM. W-9EAM MGS W-BEliM GUARORNL S�E IMPAC7 HEA� � 6. SYSTEM SHOWN USING STEEL WI�E FLANG£ POSTS WITH COMPOSITE 6L�CKOU7S. RNL SECTION EN� SECTION CONNECTfON 9,_4 i�Z„ 12,_6„ ��TPJL MSKT 7. A COMPOSITE MATERIAL BLOCKOUTS THAT MEETS THE RE4l11REMEN7S OF OMS-7210, MAY BE IMPACT HEAQ Slf65FITUTE6 FOR BLQCKOUTS OF SIMILAR DIMENSIONS.5EE C4NSTRUCTION OIVISION MATERIAL PRODUCEft UST [MPL.) �OR CERTIFIED PRODUCERS. EGIN LENGTN OF NEED ENCO NTEREO IN THE AREA OF (POST 11fiN� / OR (POST D CONTACT THE � PLTERfJATIVE ITEMS iJOT Si10WN. x x xc ITEM(P) 8" W00�-BLOCKOUT a� x IT�M(ql 25'GUW2� FENCE PAIVEL iTEM QTY MNN SYSTEM COMPONENTS ITEM NUMBERS A 1 MSKT IMPACT HEAD h1S3000 6 1 W-B�AM GUAROFtN� EN€7 SECTION, 12 Ga. SF1303 C 1 POST 1- TOP (6` X 6" X%e" TUBEI M1/TPHP1A D 1 P6S7 1- BOTTOM (6' W6X151 MTPHPSB E 1 POST 2- ASSEMBLY TOP lJHP2A F 1 POST 2- ASSEM9LY 80iTObA (6' W6X3) HP28 G 1 BEARING PLATE E75D H I CABLE ANCH�ft 60X S78❑ J 1 BCT CA6LE ANCHOR ASSEM6LY �770 K 1 GROUtJ� STRl1T M5785 L 6 W6x9 Oft W&x8.5 5TEEL POST P621 M 6 COMP�SITE BLOCKOUTS CBSP-14 N 1 W-BEAM MGS RAIL SECTIdN (9'-4 �/z"l G12025 O 2 W-9EAM MGS ftA1L SCC710N f12'-&"1 G1203A P 6 W00� BLOCKOUT 5" X 8" X 14" P675 Q 1 W-6EAM MGS RNL SECTION (25'-0") G1209 SMALL HAR�WAftE a 2 5/�6" x 1" HEX 80LT (GRO 5) B5160104A b 4 5/s" WASMER W0516 c 2 5/s" MEx rvu7 ND5i6 d 25 5/e" Oia. x 1�/q" SPLICE 80LT (POST 21 8580122 e z 5/e" �ia. x 9" HEK BOLT (GRD A4491 8580904A F 3 SIa" WASHER W050 9 33 5/a" Dia. H.G.R NUT h1050 h 7 3/q" �io. x 8�/z" HEX eOL7 (GRD A449) 6340854A j 1 %a" Dia. HEX NU7 N030 k 2 7 MfCH�R CABLE HEX NUT NI00 I 2 1 AIVCHOR CA6LE WASHER W100 m 8 %z" x 1��/q" A325 BOLT WITH CAPTIVE WASHER SB12A n 8 �/z" SiRl1CTURAL NUTS ND12A a 8 7%6" D.O. x 9�6" I.D. STRVGTIfRAL WASHERS }j�fQj2Q p 1 BEARING PLATE RETWNER TIE CT-10057 q 6 5/s�° x 10" H.G.R. BOL7 B581902 r 1 OBJECT MARKER 18" X 18" �3151 STMiDARD MBGF n n W .. �� ¢� O li PPPROX 5'-ID" � ECiGE OF PAVEMENT� iJOTE- AOJUST WI�TH ACCOROINGLY WHEN pFFSET IS USEo. tOFF5E7 "OP710N" SNOWN) HOT€� TX�OT GENERIC APPROACH GRA�ING LAYOUT USE� FOR !LL TANGENT TYPE EIV� TREATMENTS. APPROACH GRA�ING Ai GIJARDRAIL ENO TREATMENTS 5'�D" 2'-0" MAX. RAIZ OFFSE7 (25�1 MAX �LAf2E RA7E1 TRAFFIC FLOW NOl"E� 7HI5 STANDARD IS A BASIC REPRESENTATION OF THE MSKT EN� TERMINAL, IT IS NOT INTENfJEQ TO REPLACE THE PRp�l1CT �ESCRIPTION p55EMBLY MNVUFl.. 5fl'APPROACN CRADING � T��_0�� APPRDACH GRA�IiJG I f1V.10H 6R FLATT�RY SEE PROOUCT ASSfMBLY MANLiAL FOR ADOITIONAL GUIDANCE. POST 7 GONNECTfON �ETNL IMPACT HEAD CONNECTION �ETAiL Curb ?ane! Sertion c �� ma D 0 �� '� o�� z�� .-0� " C C � o t 4+ W v� � � m ;, .: Q � a N 4 y� a; �� =N� � �� -�ti a c o wo� x = �ti � a v Nd om ��o _� a� = a3t t N'� v 4 a �� 4 y ��E emo '° o c `v �oo nqo �� n� 4 b �� h� �~�� O z o End of Srrdge Rai! fvr payment � Thrre--eeam Term�nal Connector(1 I,_�„ Wingwall Length {Varrable) 8'-0" Usuaf & Max Post 5� 5'-p" Min r_o,. Face of Abut Bkw1 �rrd of Tubufar Sections Z %z' � Rai! Curb � Parapet Shoe� � Limits of Abut Wingwall ,ar asurMFn+rs I,_8,� 8,� rL Thrie-Seam Terminaf Connector � � o Q e � � 5-]" Oia holes and 7�" Oia x Z" deep recesses. Form or core holes and recesses. Percussion drillrng rs not permrtted. Adjust placemerrt of reinforeing steef as necessary to avo7d boit holes and �ecesses. Bolt' retesses are only required when pedestrfan s7dewalks are adja�ent to back of rarl. Provrde balts oi suffirient feRgth tv extend I/z' ta 3/" beyond nut. a, _ FLEVATIOIV S�C7ION TERMINAL CONNECTION DETAILS E Con[rete Rai! Footprrnt Outside Edge Outsfde Edg� of Slab or of Sfa6.� Abut Wingwal! � 51a6 � Concrete liaif Expansion Jornt. Location o€ Rail Expansion Expansion loint must 6e at the rntersectrorr of �! Slab Expansion loiRt, Jornt�� Rarf Footprint and perpendicular to slab outside edge. c — L � Q �C O �i ti'� ¢ -- O 'i Interrrrediate Curb Jornt (See �etailJ z-o�• nt,,, liyAJ g„ Max Construction Joint ar Contro�led lornt AT SENTS WITH SLAB EXP lOfNTS AT B�NiS WITNOiIT StAB �'XP JOINTS RQADWAY ELEVATIDN OF RAIL. Rail Curb � Remvve forming � I rrra[eriaf. Irrsialf � ba[ker rod on traffic srde and across top a- , � ''a• of raA curb. Pface � �� ° '� Class 4 sealant flush with rai� Construrtion loint curb maintarning a or Contro!!ed Joint �z" mrnrmum thickness. INTERMEDIATE CURB JOINT DETAIL Provrde at alf interror bents wrthout slab expansror+ jornts. .ISOMETRfC VIEW AT END OF BRIDGE Cross-hatched area must have %Z' Prefvrmed SitumumiRous Fiber Materia! under eonrrete raif, as shown. �Traffic Srde of iiar! PLAN OF RAIL AT EXPANSfDN JOINTS Example showing Sfab Expansron Joints wrthout breakbacks. U 1 f#51 � u2(#5) � R(#5) Orerminaf Conne�tors and assocrated har�dware are to 6e paid for under the Item "Meta! 6eam Guard Fence". Attach Metaf Beam Guard Fance 7rartsitions to the brid9e raif arrd extend alorrg the embankment unless otherwrse shown in the plans. OSame as slab joint opening. {5" Max Exp Jt). ��xp It or Spfice lt as requrred. ORai! member sections mus[ have at least f�vo posts but not more thar� four. OIncrease Z" for structures with overlay. O�q` 1�!lrr. �,'a' Max O Place 4 additionaf ears R(#5) 3'-8" irt length rnside Bars U(#Sf and [entered T-LY' frpm end of rai! wherr rern�ina! Connections are requrred. Field bend as needed. � Anchor balts must be �/e" Dia ASTM A793 Gr 87 or F1554 Gr l05 fi�lly threaded rods wrth heavy hez nuts and one hardened steel r�asher (ASTM F436) earh. Nuts must conform to A57M A563 requfrements. Fmbed fu11y threaded rods rnto parapet wa!! with a Type III, Class C, D, E, or F arrchor adhesrve. Adhesive anchor embedmant depth is 8". Anchor irrstalfation, rnduding hole size, drrflrng, and cfean out, must be in accordance with Item 450, "Railing". OIRstal! Parapet Shoe after rar! has been pfa[ed. Tv ease instalfatron, temporarily hrace parapet shoe urrti! the anchorage system achieves manutacturer's recommended curing tirrre. Anchorage system must be assembled wiLh one harderred stee! washer (A5TM F436J and one heavy hex nut (ASTAi A563J each. Remove temporary braring after anrhorage systems has been frrm�y trghtened. � � � Parapet Shoe Parapet Shoe center katween centered between normal parapet tubes, tube and curb. chamfers. PLAN VIEW 8 9 A Normal Norma! �1 A 3/q" Chamfer 3/a" Chamfer �J Norma! Traffrc Sym about � Jc side 3/a" Chamfer R(#S) Opening 8ars UI Spa at 8" Max � Tubul�r O Sections z�� (TyA} R(#5) — Parapet I 5hae � � O Rf�k5) z�. �ail 8 9 �ur� v{#5) at Vf#5) at 6" Max _ 6" Max— 8ars wU Spa at 8" Max I AT SEAITS INITN SLAB AT ABUT WINGf�VALL VfEW A-A EXPANSION IOIN75 I ELEVATION SHOWING TYPICAL REINFORCING PLACEMENT � �/g' Dia ASTM A193 Gr 87 or FI554 Gr 705 fu!!y threaded rod wrth one hardened sfee! washer [ASTht F436) pla�ed under heav y hex nut (ASTM A5631• Rf#SJ Z" I� (7YA) r AT 8ENT5 WITNOUT SLAB EXP lOIfVT5 S7lEFT 1 OF 4 Curb Pane! Sertion 2'-0" Min Rai! Me�ber (TypJ Sedion O y„ g�� Max Max 2Eq5�U3{#5} 6 � ry f r'-o,� Traffre side Field bend � R(#51 as shown 6�� ,q � � U3(#5) --- ^ � U7(#5) U I (#5� z" � YYtI�i�SJ `� 1,_3 �z, ! ijZ,� �,_Z„ 1,_p,. Nomi na! I /z, Face of Rar! T'-3 %z' Chamfer p %Z� 1�_Z�� /a" frypl I'-p�, a �'� w' 0 a� �y° �t- o'L`e z� .�� " C C C � 4t �vu i a � � v 4 y c �ET � a a v � � � � � � � co � ur 9 _ m �' � � -� ti` yv � ti o � ��_ b � t W y O �h� �qo �' 4� �'�E b N p �60� m � �- ,. N O O ti�n �ti� -.-0� o `° � � � � � �Z h'�1 HF'E+{- x` 4 0 I I Nomina! Face of Rai! �TyR� I U3(#5J � p h., o U2(#5) �T y i)l �" R(#5) p,� O(TYPJ 5 G%a" 1� U1f�5J o V(#5} at 6" Max � wU(#5) at Approa�h R(#Sj — _ 8" Max Slab or CFiCP 1z Vertrcal %z` Reborrded Heinforcrng stee! recycled trre rubber ON ABUTlNENT ININGWALLS OR CIP RETAINING WALLS SECTIONS THRU RAIL f A�. .r . ,... PL %z iiM A3b) PC 3/8 (A5rM A36) PARAPET SHOE Parapet Shoe shown is detarled for one srde on1y, other side simllar. For other slde shoe must be burlt for opposite hand. (Parapet Shoe werght = 1�0 Ib each, for corrtractor's inPormation only). Const Jaint Anchor PL G — G Chamfer 3�a" (TYAJ o O N � n � io .. O Z(�fi5% � � � c � b � z ON 8R[DGE SLAB 1�_On Traffic side Sn �� P� 3/8 (ASTM A3fiJ p I D F � F � n O N � � F E \ � � � PL 3/a � fASiM R36) � PL �z I fASTM A361 � \ \ � � � 5 �� m O � i :-. � �R � �t 1 %.. � Oia Hole VIEW C-C This Jeg may 6e Field berrt o� [ut only as netessary tv provide 2" end clear to Side 5lot drains or ExpansioR Joints. �f Rai! Aost � Zf#5) 6ars are lapped 9" MIn and ceRtered at every post as shown �(1_ � �e . � �a . � � a . � � �o . � � a . � � a . vrEw c�� 8ars V arrd ii omitted for cfarity. �zT � �Typ a!! locations PL %Z [ASTM A3b) \ m 0 N \ � SECTION L7-D �a, (ASTM A3b) SECT lON E-E SECTION F-F SHEET 2 QF 4 � Increase 2" for structures wrth oveNay. 10 5%q' when vertrca! reinfordrrg has doser clear cover over horrzontal reinforcrng in abu[ment wirrgwalJs or retaining wafls on traffic side of walf. Y 1 �'/8' Ora Anchor So�ts. See "Anchor 8olt Assem6ly Oetails". �z Top long�tudina! s1a6 bar may be adjusted lateralfy 3" plus or minus to tre reinfordng. 13 Adjust 8ars Z(#5) as rrecessary to awoid Bars V(#5). Traffrc 5f0�2 — 1._2,� 5�„ 4 3�4 � 3 s�B. - �t �/a" Dia Rn[hor Bolts. Plumb /""Insta!!ed Anchor �/ Solt assembly may rest on � � top of slab. CORSf J�1R[ � Sid�7 RAIL CURB FORMIIIIG DETAIL fteinforcing stee! and rarl curb chamfers not shown for Uarity. , . I,_Q,. I._p�. �Z� �� q ij2� �z. �., 4�z� S %a � �z. �� 5 �j„ �� rYA1 PL %2 1 %" �/4 PL �/a I %�' (ASTM A36J \ (A57"M A36) � \ \� I� `� Traffic a �n , sida — --� : ry � � .� f � � ' � ! :-. � ' w w ¢ . _ a C : V Pi. 3�g (ASTM A367 � pL � 3�4 -- o Rarf � post m � � � m � Levef 4 N m `m Raff � CUY� J Z �a, ti� Q� O '� dra Nofe V I EW 8-8 0 .N �` �.. c o� �� y � � � � a y � " o ,'', � z� d L � c ¢ �'L �h= w�N N �g ah" �w� t � � .�y� v `} t�°� 'q� o woL �� v m m� N m •. v"� ��o s�= �� v o ��ti �� aQ� �",E ��` b o b ,� mti.� nQv �nxo L�u �$� r,s �va� wjro,_, � E �, �� N�' 'a +� C O �[ O E«vaTrary � i�z., �a" � I �� 8, 6 ��B � 9�g� \� \f \��=6, II �/aR tl I rt �� I �, � ,�+#-- %3z'R �-Semi Elflpse Minor Axis ti� �� O� SECT 7HRU TUBULAR EXTRUSfON 1 '/d' 6 '�e' h t r � �a� �e� �4. Orrve �it o iG'R m �� ?6„R i�� } gv Semr E!lrpse Minor Axis � � '� Traffic `� � � srde � � P1" UI � � � � 10" U.Z ;p � � � � o� a N N N N 9�� U3 instailed 8ars U may � rest ar+ top of warl. BARS U(#5) R(#5) O � � L c � � � �o � 1 _ �._�., F3ar R{#5% centered over slof. �1 Q' a ti SECT[ON THRU OPTIONAL SIDE SLOT DRAIN DETAfLS � SIDF SL�T �RAfN 6'-0" Min post spacing wrth side drain slot. Center drarn betweert posts. H H b �z' z,. fTYAJ Minar Axrs 5 r��3z' y 1._�.� 1�_�� s�f6.� 1zi�3�' x ¢ i�8 �R O 5leeve Member ro �� a �E Raii Expansion �/4� pja Semi JoiRt or Spiice Stainless Steef Flfipse Prn (Drive Frtj ��. 3�� R END PLUG DFTAILS AT SPL.ICE OR �XP JT5 TUBE FABRICATION DETAILS �5 3 3/4` Dia Sending � Pin q 5�� BARS wU(#5) �s � � � BARS VS(#5) U l� II" 10" epRs vl#51 ��_�� ee �., (TYA) 5�C N-H THRU SLEEV�" M�MB�R 11" I I" Installed Bars Z feg 9"M+n may rest Lap d'� on top of 'S" derk. (Typ) � IS I8N �� 1 1 I1" II'• JSARS Z(#5) Olncrease 2" for strv�tures wrth overlay. 14 Side slot drains are nvt a!lowed iR areas where there +s a joint rp the ConCrete curb between raif posts. IS 8ars Zf#5). See Section 1'hru Rai1 on Bridge Sla6 and Vrew G-G for Bar Z placement and spacing. �Center 5ide 5fot Draias batween rai! posts withrn the fimrts shown. Side 51ot Drains may be used where shown elsewhere on the pfans or as directed by the �ngrneer. Do not pla�e drains over railroad tracks, lower roadways, or srdewalks. When thrs rai! rs used as a separator between a roadway and � sidewalk, side drain slots are not permrtted. �Length shown for 5%4` Min bar embedment wrth rro overlay. Adjust as regurred. �lncrease 2�/" for structures with overlay. �L �/z' Oia � 13 UNC Stainless Steei Cap S�rews (7'amper ResistaRtJ x 7 �/a". stainless stee! washers, (4) Required. Tubular Section C�amp 8ar TUBE ASSEMBLY DETAIL Z�z ��2 ;� - � � _m = � � m ti \ 7 �/a' — _ 1��'� 5 � T 76 � � b b � �z' �6" w o 5/�, �� F- �, �� /2' Dra -- 13 UNC Tap thnr (Zl SECTION ELEVATION CLAMP BAR DETAIL S!-lEET 3 OF 4 1� ��-n° nr;n. �-n^ naax 1'-3 S/8' 1 I " 4 S�a' g f�6�, 8 13�6� '�z' {Typ) r� c v ro v o �m m � °t �oU � � ou � z � o '� 6 Qo= �� v� V�v q a � Q y C�i d4 c+ � `-� 5� v N c'� � �o 0 w`o� � �^ N v � N �.. vNv � o` oc� �ao Q� 4l t� aaL � � �� b 'b p b� �o a �Q � x a �ti� ��L � �v�� 3roro � E� ¢�� ~�� o ro 7 �/8 R I � 3"I R 1 �•• ,� 5'�3� r� R 4 -' Post PL I %4 � (ASTM A57Z Gr 50J 9 �" �Qn � � � I � t�� 5 i�4 � 8 %z' I,_�,. POST DETAIL c � � � � � a � � � ti r•-n^ Post PL 1 I/s [ASTM A572 Gr � h 0 _� � � � �C 1 %y , Dia Nole � a � - Face PL '/z � (ASTM A577 Gr 50) � V �6� �ro � � � Sase Pt 1 %z (A5TM A572 Gr 50J � 9�•� PLAN PL 1 %z fATSM A57Z Gr 50) 1._�., q s�8� � 3jQ�, Z s�8. TraFFre srde IPost Pt 1 %, {pSThl ASi2 Gr 50J Base PL T t/2 (ASTM A572 Gr 50) 8 '/z' 1 3/4' ELFVAifON BASE PLATE DETAILS 6 sj4,� Z 3�4� Z�4� Post PL 1'/.� (ASTM A572 Gr 50} f/a 1 %a" ' � ij4 I I � �� N ��v Face Pt %2 (ASiM A572 Gr 50) Sea! - Typ �--�}—J i �� . 13is� Tack Weld � �Flush or %�' Max ANCHOR BOLT OPTIONS (Showrng Anchor 8vlts for 8ase Plate) conrsrRucrronr rvorEs: Cap a!! ends of tubufar sections at parapat. For horizonta! curves of radie�s fess than I,OUO feef the tu6ular sections must be fa6ricated to follow the curvature vf the roadway. Fvr radrr 9reater than I,d00 feet the tubufar sectron must be freld berzt during installation. Tha fare of tu6ular sections and rar! curb must 6e plumb unfess otherwise approved. Steel posts must be square to the top of curb. tlse Type Vl11 epoxy mortar under post base pfates if gaps larger fhan %s" exist. Rvund or chamfer exposed edges of rail mem6ers and raif posts to approximatefy %6' by grindrng. Chamfer al! exposed roncrete rorners. MATEliIAL IVOTES: Galvanize a11 me[al componentr of stee! rai! system except starrrless stee! and alumincrm. Apply additiorraf coatings when showrt efsewhere on the pfans. When plans require paint over galvanizing, follosv the requirements for paintrng galvanized steel in Item 445, "Galvaniring" and when field painting, ltem 446, "Field Cfearring and Parrrtrrrg Stee1". Anchor bolts must receive gaivanrzai'ron prror to instaflation and only (ierd pain[ after insfa!lation un�ess diretted othervvise tly Engineer. Provide '/�' Dia ASTM F3125 Gr A325 or A449 bolts (or ASTM RI93 Gr 87 or F1554 Gr I05 threaded rods with one tark weJded heavy hex nut eachJ svith one hardened steef washer (ASiM F436] pfaced uRder each heavy hex nut that �oRiorms to ASTM A563 requirements. Materia� for tubu�ar sectrons (semi elfipsel, rncluding sleeve members and clamp bars musl be afumiRum A57M B221 alfoy 606I-T6. Anodrze tuhular sections (semr elfrpse), plumir�um Association Cfass I, Type ARI Cfear. Materia! for end plugs must be cast aluminum alfoy A5iM 8108, A444 -T4. Tamper resistant cap screws and washers for tubufar sectron attachment must be starnless stee! meetrng ASTM F879. Provide Class "5" concrete. when Class "5" concrete for slab is NPC, indude a mrnrmum of 3 ga!lons of calcrum nitrite inorganic corrosron irrhrbitvr per cubrr yard of Class "S" concrete. Provirle Grada 60 rernforcrng steel. Epoxy coat or gafvarrize a11 rernforcing steel if slab 6ars are epoxy coated or galvarrized. Provide Bar laps, where required, as follows: Uncoated or galvanized - #5 = 2'-0" Epoxy coated - #5 T 3'-0" GENERAL NOTES: This rai! has been successfulfy evaluated by ful!-scale crash test to meet MRSN iL-3 rriteria. Thrs rarf carz he used for speeds of 50 mph and greater when a TL-3 rated guard fence transition is used. When a 7L-2 rated guard fence transitron is used, this �ail can only be used for speeds of 45 mph apd fess. Thrs railrng cannot be used on brrdges with expansion joinfs prov7dirrg more than S" movement or on cast-in-place retarnrrrg walls, unless otherwise noted. Rar! anchvrage detarls shown on this starrdard may require modificatiorr far select str[rcture types. See approprrate details elsewhere in pfans for these modrNcatrons. Shop drawings tor apprvval are not requrred. Su6mii erectron drawrngs showing panef lengths, rarf post spadng, and anchor 6olt settrng, to the Engrneer for approval. Average weight of railmq with no vverlay: 157 p!P [ota! 131 plf {Conc) 15 pff (Steel) II p!f (Alum). Cover dimensruRs are dear dimensions, unless noted otherwise. Reinforcing bar drmensrons shown are out-to-out vf bar. SH�ET 4 OF 4 ry � 9/6" x r��' 5�8. I r3�6� Slotted Noles FACE PLATE DETAIL tiy R � Olncrease 2" for structures svith overlay. j 3�4 r C �t 1 %a, � I Dia Hole — 1 3/4 ` I g �,� Arrchor PL (AST"M ASTf � 15/r," 6 i�Z. 7�� i 4 3�¢ � 7�8 � Anchor PL �/� (AST M A36) - fnsta!!ed Anchor 8olt assembly Rray rest on top of slab.— �L �/a' Oia Arrrhor Bolts. See "Arrchor SDIC O(JCfORS��. ELEVATIQN ANCHOR BOLT ASSEMBLY ❑ETAI LS � '/8" Dia heavy hex head anchor bolt (ASTM F�125 Gr A325 or A449) or khreaded rod (ATSM AI93 Gr 87 or F1554 Gr I05) �ri[h vne harderred steef washer (ASTM F436) pfaced under heavy hex nut (ASTM A563). One addrtiona! heavy hex nut must be furnished arrd tark welded for earh threaded rod. PLAN OF ANCNOR PLATF End Span tength =(%z Abutment Pilaster plus Span Length) c �H md 00 Y �� 3�� z�q �� =�� ¢� °; ` 3 _ � �� 4 v� W _;� �� .�ti o wo� �ti� x a d � � ti � � o -0��U cN� v 40 a~ 4.�. �'�E a�o �� 0 't d mtiv 00 �q ��o s b � v b avb� � � E � �{ �nN �'` b +�-� 9 x o tiw a� 4ti End of Sridge Rar! for payment � Thrle-Beam Termirra! CanRector (� I �_�� Wingwa!! tength � (variableJ b'-0" MiR Approx 1/3 SAan Ler Face of 3'-0" Abut Bkw! � � Abut Pilaster t/2 Abut Prfaster � 4 � � 6„ O M� � II I Omit if less than 2'-0" �O-'a.• 9 Limits of �^ Abutment � WJngwall ABU7M�N7� PILASTER SPAN PfLAST�R �TermiRal Corrnectvrs and assocrated hardware are tv be pard fvr under the Item "Meta! Searrr Guard Fence". Attach Meta! Beam Guard Fence Transitions ta the bridge unless otherwrse shown in the plans. QNumber of windows in exterior bays are equaf. ONum6er of wrndows in lnterior bay(s} are not less than the amaunt in exterior 6ays lNote 2). QSpare Span Pilasters at I/3 span lerrgth (Approx} whan spans are )0� ft and fess, as shown. Space Span Pilasters at 1/5 span length fApproxJ for spans greater than 10D ft. 0 Dimenslon rs the same for al! posLs adjacent to Span Prlasters rn a span. Dirrrens'ron may vary from span to sparr, Min = 3", Max = 7 %z'. OMFn = 6", Max = 1'-3". OProvrde raif jornts at e�rds of a!! spans the same uvrd[h as 51ab joint opening, except that Rai! lornts over mnstrudion joirrts musi be '/�' Mfn to 3/4' Max rn width. Joirrts must be opeR rf slab joint operring is not seafed. Joints over constru�tion jornts and over sealed deck jvints must 6e plugged. Formirrg materiaf used rn joints may be left in p�ace if it is fight in color and compressib�e, such as the foflowing materials: polystyrer+e, molded cork grarrules, sponge rubber sheet, etc. ff forming materral is not feft rn place, plug the bottom 6" with slab joint seal+rrg compound to preverrt drainage arrd staining. � Piace Preformed 8itumrnous Fiber Materia! between slab arrd raif when rail extends over expansion joirrt. Shrft Bars U as necessary. � In�rease 2" for structures with overlay. 10 Place 4 additiona! Bars WN(#5) 3'-8" rrr length irrside Bars 5(#5) and centered 2'-0" frorn end of rai! svhen Ter mina! Connectrons are requrred. Flefd bend as rreeded. I� Shrft U 8ars from regioa below '/Z' Preformed Bituminous Frber Materia! at joints. 3�_�� See "Terminaf Connectron Details" � N� � . ' N � � l.�! :�.''..`� N �' Traffrc Side — Chamfer 3" 3" 5(#5) Edge of Slab W N(#5) �-� �: :�� : :i==:i�: � Field Bend I I � See "Roadway vutsrde face Elevatian of Rai!" 4 Eq Spa = 7'-9" SECTION AMA �oa Prlaster 5pacrng � Concrete Rar! Footprint Outside Edge Outsrrle Edg� vf 51ab or of 5la6.� Akut 4Ningwa!! 4 � CoacYetB R3i! FXpan5i0R JOint. LOCdt�Ort Of rr � Rai! Exparrsron Jaint must be at the mtersectrorr vf � 51ab Expansion Joint, � iiarf Footprint and � � Slab perpendicular tv slab outside edge. ( U Expansion � loint �i I I 0 4 Sfa6 Jt�L %z� pref 8itum Fiber PRaterrai 8 11 `c ';� n a q � Cross-hatched area must have �/Z' Preformed Situmurrunous Frber PAaterra7 under concrete rarl, as shown. � BENT SENT �—`�TraPfic Side oP Aai1 u PILASTER PILASTER w�rN wrrHovr PLAN OF RAIL AT EXPANSION JOINTS SPAN PILASTER 5LAB BREAKBACK SLAB BfiE'AKSACK �xample showing Slab Expansion .fornts without 6reakbatks. �1/3 Span LengtP � 8errt Pi7aster ;-. I R R�ADWAY ELEVATION QF RAIL I�_8�� 8�� Thrre-Seam Termina! Connector I o � a Q � 5- 1" Dia holes and 2'/z' OIa x 2" deep recesses. Form ar rore hofes and recesses. Percussfon drillrrrg !s not permrtted. Adfust placement of rernforcing stee! as necessary tv avoid bolt holes and recesses. Bolt recesses are o�ly requrred when pedestrian sidewalks are adjacent to back of rarl. Provrde bolts of suffrcfent fength to extend %Z" to �/4" beyond RUC. � = i _ ry n ELEVATION SECTION TEfiMINA,L CONNECTION DETAILS fShowrng parapet wiYh Pilaster on &'-0" Wrngwaf!) outside iare 2 Eq 5pa � I�,z„ O �. .. : '.�'� ,♦ ��:.:�::I= �...�� See t Detarf °A" ` Bars S - Span Pifaster Permrss Const Jt (Typ) Slab �Chamfer and Ty� g/ a�s 5 O � SECTION B-B I'-6" (TYA)� �., 7 %z„ 1._��, s�� 1 �Z" . . . . 1 �Z" . I z _9,. R %z' , �� 3„ I" � I" 7" Edge of a 4 Sfab � �. - \ � � I _ � ��:��:�:=�::I� � .�r: r ��:��=-�� a .:r _ � \ See DFTAIL "A" outsrde fare 2 Fq Spa SECTIDN C-C 5"F 8ars 5 can be rotated Silgiiriy t0 maintarn cover requrrements. Sars W(I carr be rotated slighrfy ro maintaiR cover requirements. j., _ �f'�'�i1 ��„ DETAIL "A" �k1�5) 5f#5} at 9" Max � v � m O � � � I Z" I�IU(#5J at ,,. , , x b" J�1ax `-��- � � � m ELEVATION SHOWfNG TYPICAL REINFORCING PLACEMENT The use of this rarling rs restrrcted to speeds of a5 mph or less. sH��r r aF 2 R(#7) S(#5) 1 %z (TYPJ N f #S} U(#5J � 9" Max OO . ApA�ox 1/3 �k Interror 8ent 5ame Crrterra as End Permi ss Const Jt (TypJ 6" 6,• YA1 (TS'F �a�F�aaa�o�o : .a �. • . : :° • ... _ . . . . .o� .-� : . . �: a'. . . . . : °.�.'� • .� � 8ronze Star (Use if shvwrr elsewhere on plarzsl � 5/a" o;a Mvunting Noles Embossed Oate � 0 �h �v wo c�u ��- m ,o 3 � o�� z�� `c� �oc 4t V v v t ¢ 4 �, �ma �� c L N b �ro � a �6yi wo� ti- ti v vt� ti� o °i � � O ax s b}'ti vo �o� jqo tr'4� N�� -te b`6`a �0 0 � c `v ��-� ti�o �nKo � � ,. "-0� k � o .� �� s�� ~ c ,� 4 x o � Pilaster z,_9„ z" z" O7 �,� 3,. � , za� v d Q N � Wall .;1ab ABU7MENT BENT SPAN EXTERIOR PILASTER ELEVATI�NS OProvide rai! joints at ends of alf spans the same width as Slab joint openrng, ex�ept that Raif Joints over eorrstruction joints must be %" Min to 3/" Max in width. Joints must be vpen rf slab joint opening is not seafed. loints over construct�on joints and over sealed deck joirrts must be plugged. Formrng material used rn joints may be left in place if rt is fight irr cofor and compressi6le, such as the following materrals polystyrene, molded coYk granules, sponge ru66er sheet, etc. !f forming materia! is not left in place, plug the 6ottom 6" wrth slab jornt seafing compound to prevent drainage and starning. Olncrease 2" for stru�tures cvith overlay. r2 Construction year (use if shown elsewhere on pfansJ 3" Nigh "P�antin Sold" Typefare with r/," recess. Pfaced at one A6utment or+�y vr as directed by the Engrneer. 13 Dimensions must Be the same on each side of Jornt. 14 Reduce 6y Z" ar fiefd bend over Preformed 8itumrRous Fi6er Materra! to garn eover. IS 5%4" when verti�a! reinforcing has cfvser clear cnver over horizontaf reirrforciog in abutment wrngwalls ar retafning wa!!s vrr traffic side of waf7. 16 ps an ard rn supgor'ting reinforrement, addrtrona! fong�tudrnal bars may be used rn the slab svith the approva! of the Engrneer. Such bars must 6e furnished at the Contractor`s expense. 17 Top longitudinal slab i�ar may be adjusted laterally 3" pfus or mrnus to tie reinforring. IS 8ronze Star dimensions of the fi�a! product �an be slrght�y smaller due to shrinkage after rastrrrg. 1._�., Nomina! face of fiarf z., I � _0,. 3/4" Chamfer (TYP1 � 3" Sl #51 (7Y P1 � N 4 3j., 1� W N(#5J %a' Chamter frrnJ —� � o O N \ m � Approach 3�� Chamfer WU(#5) Slab or CRCP Vertrce! %z` Rebonded Reinforcrng recycfed trre rubber Oh! ABUTMENT 1VfNGWALLS OR CIP RF7"AINING WALLS ti� oti TOJ7 Of 5lab � TYPE A I�_0,. Nomrna! Fare of Rarl z�� t._�.� l., 1�� 1�� a � 5(#5J 1" I � ' R(#7} O 9 r� (TYP1 � . 'ry " rrl�s� a p- � U(#5) `� � � 5" SECTfQN 7NRU P05T ON BRIDGF SLAB (Showrng Prlaster) SECTfONS THRU RAIL fnstaflad bar may rest on tv,o of slab or wa!! lrrstafl with !ap on Cap R m � J � � E' � �4 � i ry 6•� BARS 5 (#51 1 � _�„ � fYpminal Fa[e of Rai! 1,_�.� 10" I" � R(#7) � � .9 3% Draft permrss at top & hottom of a!f windows O for ease of form removaJ � �V H(�s) � u(#s1 '� �o � 5•, SECTfON TNRU WINDOW OIV SRIDG� SLAB 2�� z�� rE 2-- 3/e' Ora Studs 36°(T y p) 6R � �� +Y, Sraze {TYA1 BRDNZE STAR DETAIL 18 Two known manufarturers are. 7. Kd550R5 Cd5t1Ry5 A[ISCIfI, TEXdS 2. Southsveff Company San Antonio, Texas CONSTRUCTION NOT�S: Attach 8ronze Star with a T"ype llI Cfass C, D, E, or F epoxy adhesive. Clamp star untN epoxy achieves set. Remove any vrsible epoxy "squeeze out" /rom under star. Face of rarf and pilasters, parapet must be plumb unless otherwise approved- Apply a one rub finrsh to all railing surfares unless otherwise shown efsewhere on the plans. MATERIAL IVQTES: Provrde CJass "S" concrete for railing. Provrde Cfass "S" (NPCJ concrete if shown elsewhere rn the plarrs. Provrde Grade 60 reinforcr�rg steel. Epoxy coat or galvanize a�! reinforcing stee! if sla6 bars are epoxy roated or gafvanized. 8ronze Star must be cast of arehitectura! bronze having the folfowrng composition: Copper 85 %, Tin 5%, Lead 5%, Zinc 5%. Provide bar laps, where required, as foflows: tlncoated or galvanrzed -- #5 � z'-0" Unroated or galvanized -- #7 = 2'-11" E'poxy coated -- #5 = 3'-0" Epoxy coated -- #7 = 4'-4^ GENERAL IVOTES: 7"his rail has been evaluated and approaed to be vf equal strength to railing �vith like gevmetry, which have been crash tested to meet MASN TL-2 criterra. This rai� can be Used for speeds of 45 mph arrd fess when a TL-2 or TC-3 rated guard fenre transition rs used. This raif rs onfy approved for iow speed use, speeds of 45 mph and 1ess. Do not use this railing on bridges wrth expansion Jvirrts providing more than 5" movement. Rap arrchorage detafls shown on thrs standard may requrre modifrcation for select structure types. See appropr�ate detaifs efsewhere in pfarrs for these modificatrorrs. Shop drawings wi!! not be required for thrs rail. 5ee errdge Layout or other plan sheets for the fvlfowing: dimensions with the number of span pilasters, dimensions with the number of wrndows, wrndow type, indusion of 6ronze stars, inclusran vf construction year with abutment iderrtity. Su6mrt eredion drawrngs shvwiRg span number, spaR prlaster focations, number oP windows between pifasters and spacing [o frrst svirrdow (see Note 6) to the Engrrreer for apprvval. Average weight of rarfing wrth no overlay increase and no pilasters is Z70 plf. Cover drmensivns are dear dimensrons, unless noted otherwrse. Rein(orcrrrg bar dimensions shown are out-to-out of bar. SNEFT Z OF 2 �,_y„ 3�� 13 � 3,� i�_Z,� � �O �O 7Yf'� 8 TYPE C WIIVD4W TYPES .3 3I4� Dra O 8ending 9 Pin � 5" � i 8AR5 WU (#5) O m 6" l 0�� BARS U (#5} �' I" 3/4' Chamfer � rrr aj � I�h I ��z � Chamfer (rYA) O \ m I ~l fi Tn^ u,• rn�� a�� n�� , z 0 � � >- w azw o v� d U � w cn rx� � �- — � � q � �� 3r� � �-�F zm� .�� Z W ¢a� � w �' U�[Wj r-o¢ ¢z� ��o a�� a z �� W Q J w zF� c� o ,,, � ca � �� H- a�w w�a F'WO - � U � =�z ~io }�� °°Wa d � 4 W Z�UI � }- W � Q � R � o � ca Z a ¢ "- � � ao= �� o�o aoa �x� �~o � � °�d �mo � z �Wa �o`a� wW�� a��= U � O � �nzz� O F Y O 27 ��2�� MPAC7 BACKSTOP ..I�` ��l� � .:I.-?`r PROTECTS HAZPS�OS UP TO 30" WIDTM TAU(M)(�i) TL-3 SYSTEM LENGTH VARiES WITH TRAfV51TION TYPE 23'-11" FRONT GABLE ANCH �s w w w w w C7 t7 c� (� c� ca 6�¢ ��a 4 a¢ � a¢ z�Q ��¢ F W F- W t— w F- W !-- W � L.f Q Q 4 Q Q Q V U U U U U PLAN VI�4V NOTE� TAU(M)CN7 TL-2 SYSTEM CONTAINS (4) TYP� 8(EACI CARTftIDGES. INSTALL�{] ON ROA�WAYS WITH MAXIMUM SPEEDS OF 4S MPH. NOTES� T#2ANSITIONS AN� ATTACHMENTS TO VARIOUS BARRIER SHAPES, RAILINGS ANp Bi-�IRECTIONAL TRAFFIC FLOWS ARE AVAILABLE. S�E MANUFACTIJRER'S 11�57ALLATION INSTRUCT�ONS MANUAL FOR ADDiTIONAL TRANSfTIdN DETAILS. TOW HDOKS BOTH SIDE FRQNT SUPPORT ASSEMBLY� TRAFFIC FL04V 6 THE WSTALLATION AREA SNOUL� BE FREE FRO�A CURBS EL�VATED �BJECTS OR OEPRESSIONS 34 ��z�� 4'-0" END VIEW 7. THE TAU(h�l(N) SYS7EM SWOULD �� APPROXIMA7ELY PARALLEL WITH THE BARRiER OR GEfVTER LWE OF MERGING 6ARRIEftS. 8. THIS QRAWING REPRESENCS TH� UNIVERSAL TAlJ{M)!N) TL-3 SYSTEM, A RE-OIRECTIVE � NQN-GA711VG CRASH CUSHIaN THAT CAN PROTECT HAZARDS UP TO 30-IiVCHES IN WI�TH. AL50 AVAILABLE IN Tl.-2 CQNFIGURATfON. 34" 3 2 5/s" � � �6" NOTE� PA� THiCKNE55 VARIES - 5EE FOUN�ATION OPTIONS NOTE= CONCRETE FOUN�AiION PAD LENGTN VAftIES WITH TL-3 AND TL-2 SYSTEMS, SEE SYSTEM & F�OUN�ATfON LENGTH TABLE. SYSTEM & FOUN�ATfON LENGTH TABLE SYSTEM LENGTH FOUNpATION LENGTH TL-2 = 15'-5" TL-2 - 15'-4" TL-3 = 23'-71" TL-3 = 23'-10" � 6" ASPHALT OVER 6" COMPACT SUBBAS� * S" MINIMUM ASPHALT x N07E� REQUIRES AN ASPHALT ANCMORAGE PACKAGE�INCLUDES ADD1710NAL BRACES FOR THE FRONT CABLE ANCHOR AiVD ThiE GOMPAGT BACKSTOP,AND ASPHALT HARDWARE KIT. THE TL-3 ASPHALT CONFIGURATI(3N AL50 REQUIRES N�STE� SLIDER PANELS AND SHIM5 AT THE LAST TWO BAYS. SEE h/ANUFACTURER`5 INS7ALLA710N INSTRUCTION MANUAL FOR DETAiLS. NOTE= SEE MAfVUFACTURER'S IN57ALLATION INSTRUCTION MANUAL FOR FOUNDATION SPECIFICATIONS THAT INCLUDE, STONE AGGREGATE MIX, COMPRESSION STRENGTH, STEEL SIZ�, A€VCHOR SIZE, AHD EMBE�MENT DEPTH. FOUNDATION OPTIQNS 6" REINFORCED CONCRETE 8" UIVREIiVFORCED CONCRET� ASPHALT OVER CONCRETE WITH MiNIMUM 6" EMBEDMENT IN CONCRETE TRANSITION OPTIONS VERTICAL WALL USE 7HE CONCRETE TRAFFIC BARRfER5 COMPACT BACKSTOP W-BEAM GUAR�RAIL THRIE BEAM Gl1Aft�RAIL � �- aw J O L� NOTE� FOR 81-DIRECTIONAL TRANSITION PANELS AND BRIDGE RPJL EfV� SHDE pETAIL5.5EE MANUFACTURER'S IiVSTALLATION INSTRl3C710N5 MAi�IUAL. x �: NOTE= ENGINEER DR CONTRACTOR SHALL COORDINATE WITH THE MANUFACTt1RER FOR THE CORR�CT DECAL �ER 7RAF�F�IC �LOW, LEF7, RIGHT OR BflTH-Si�ES. NOTE� DELINEATION SRACKET ATTACHES TO FROI�T SUPPaftT ASSEMBLY.� APPLY DECAL � � NOTE� D�LINEATIOiV BRACKET APPLY A HIGH REFLECTIVE DECAL TO THE DELIN�Ai14N 8F2ACKET. QELII�EATION DECA� ORIENTATION tS SH4WN ON THE CONSTRUCTION PLAN SET ANQ SHALL B� iN ACCORDANCE WITH THE TEXAS MUTCD FOR (TRAFFIC CONTROL DEVICES). DECALs ARE AVAILABLE FOR TRAFFIC FLOW ON iHE LEFT-SIpE, BOTH -SIDES AND RIGHT-SID�. � � BlLL OF MATERIALS FOR TAU(M)(Nl TL-3 & TL-2 SY5TEM5 QUANTITIES P?,R7 {VUMBER PART pESGRIPTIpN TL-� 7L-2 SYSTEivI SYST�M 6SI-1708019-�0 SLIDING PANEL GALVANIZED TAU(M)(N7 14 8 651-17p8030-DO EN� PANEL, THRIE B�AM, GALV, TAU(M)Wl 2 2 BSI-1706D01-00 CABLE ASSEMBLY, 7 BAY, TAU(f�)(N) 2 - BSI-1805036-QO CABLE ASSEMBLY, 4 SAY, TAU(M)CN7 - 2 BSI-17080�8-00 FROIVT CABLE ANCHOft 1 1 BSI-1707034-00 GOMPACT BACKSTOP 1 1 8030703 MIDDLE SUPPORT ASS�MBLY 6 3 B030704 FRONT SUPPORT 1 1 BOi0722 ENERGY AB50ftBIiVG CARTRIDGE, TYPE B 7 4 K001Q05 TAU-U FRONT SUPPORT LEG KIT 1 1 BSf -1709083-KT TETHER KiT (INCLUDES ALL HARQWARE) 1 1 BSI-18Q9041-KT SLIDER fCIT (INGLUDES ALL NARDWARE) 7 4 851-1808033-KT CASLE GUIDE KIT (INCLUDES AL� HAF2DWAR�I 6 3 BSI-1809040-KT TOW HOOK KIT (INCLU�ES ALL HARDWARE) 1 1 8SI-]$0$Q34-KT �ELIiVEATION BRACKET KIT(INCLUDES ALL HARDWARE) 1 7 B51-18(J8035-K7 ENO PArlEL MOUNT KIT (INCLUDES ALL HAR�WARE) 1 1 BSI-1808036-K7 CO�iCRETE AHCFiORING KIT # 1 SEE NOTE HIGH REFLECiIVE DECAL 1 1 ECN 3883 INSTALLATION AND INSTRUCTIONS �AANUAL 1 1 NOTES� iJPGRA�E KITS ARE AVAILABLE TO RE7RaF]T �XIS�IiVG NCHRP 350 TAU-li SYSTEMS TO MASH CQ1vIPLIANT SYSTE�v1S. SEE MMlUFACTURER'S PRODUCT iNFORMATION. THE TAU(M)(N) UNIDIRECTIONAL SYSTE�v1 f5 FREE STANDING AfVd 15 NOT REQUIRED 70 �� CONNEC7ED TO 7HE HAZARO. TRANSlTIONS TO GUARD FENC�, BRI�GE RAILS AND ftOADSIDE BARRIERS SHAL� BE IN ACCORDANCE WITH Tx�Oi'S POLICY. NOTE= THI5 57ANOAF2d IS A BASIC REPRESENTATION OF THE UNIVERSAL TAU(M)fNISYSTEM, fT IS NOT INTENflED TO REPLACE THE II�STALf�ATION INSTftUCTION IvIANUAL. GEiVERAL NOTES TRAFFIC FL01N 1. FOR SPECiFIC INFORMATtON REGARDlNG iHE INSTALLA710N ANn 7ECHNICAL GUIDANC� OF" 7H� SYSTEM, CONTACT� LINDSAY TRANSPORTATION SOLUTIONS {LTS) - BARRI�R SYSTEMS,INC. AT C7�7) 374-6800. 180 RIVER ROAD, RIO VISTA, CA 94571 2 REFER TO THE LATEST (LTS1 fNSTALLAT10N [NSTRUCTION MANUAL FOR IMPORA7ANi SAFE7Y MESSAGES,COMPLEiE SYSTEM ASSEMBLY,AND ANCHOR INSTALLATION REQUIREMENTS FOR THE NINE (9) DIFFERENT SITE TRANSITIONS. 4�-fl" 3. IN57A�LA710N DE7AIL5 FOF2 7HE GOMPACT BACKST�P, FRONT CABLE ANCHOR AN❑ FaUIV�ATION PA� WI�TH OPTIONS ARE SHOWN QN THE INS7ALLA710iV INSTRUC710N MAI�UAL Fl1RNISH�� 7O 7H� �NGINEER. 4. CONCR�TE SHALL BE CLA55 "5" WITH A MINlMUM CON,PRESSfVE STRENGTH OF 4,000 P.S.i. 5. IF THE CROSS-SL.QPES VARIES MOF2E 7HAN 2'/. OVEft 7H� L�NG7H OF iHE SYS7�M, 7HE CONCRET� PA� WiLL REQl11RE LEVELING. MAXIMUM PERMISSiBLE CRDSS-SLOPE IS 8'L ;- 23'-10" � I---- 7AU(MlfN) TL-3 CONGRETE PAD LEI4GTH ELEVATfON ViEW c �� v o � �� - `cfia m .- �n � ~ O y � � � - a�o _�� .c �T �o� V W ~ �� 4 N N �}m m` � � b c ��ti `o W d y y� � N � W E-m� vom � � o m � art q 3 `o c�� QO a~ R u �"' c a�a `m '� b � � �� 00 hq �� o � b O -Q � Vi b � g¢��`y I -1L�h ��bi 9 x v I'-p�. Mrn 1 %z. 0 .� � x m o � O _ c i _ �n � :-. 'v � �' 6 - N(#SJ N SSTIi Rai! tsst R�rr Rar! Anchoraqe Reinfordng 4 5 CbnSt Jt ACP - . �� Sase material - ' - R(#4J at a" O � . �' / � � z° (rypl exrept as noted 3" Min � O OOptiona! casting agarnst soil, tvp 6" farmed TRAFFIC RAIL FOUNDATION (Showing T551 & SSTR RaNs, other Bridge Rails srmNarJ O Stirrup hovk fength is 5". (Typ) O!'-4" for f3rMge fiar! 7'ypes: Alf rails except for T224, C412, T66, C6b, T80Ni and T8U55. Approximate Footing Conrrete = 0.74 CY/LF and RerrrtprcemeRt = 11.5 LS/tF. 1'-7" for 8ridge Raif Types: TZ24, C412, i56, C66, TSONT and T8055. Approximate Foo[ing Cancrete = O.I6 CY/LF ar�d Rernforeement = 12.0 t8/LF. O I'-b" for Bridge Rai! Types: RA rarfs except fpr TZZ4. C412, 7'66, C66, T80NT and 7'8055. 1'-9" for Sridge Rar! iypes: r224, C4I2, T66, C66, T80NT and T8D55. OModrfy rernforcement vn standard 6ridge rai! arrchorage if necessary by extending raif aRchorage 1�" Min, verticalfy, inro traffrc raif fvundation. OSee applicable brrdge rail standard. L a7 W a � � � � L n2 �} DEVELOPED SURFACE-A rrssl rype +�air1 O L81 � vi � � 4 LB2 DEVELQPED SURFACE-8 (T55] Type Rar!) LCI �" 0 �l u a � t�2 DEVELOPED SURFACE-C (SSTR Rai1J Surface A V 1.845' Svrface B L g� �.%Q.r]� 1. 82 L A2 Form toe verticaf - Surfa 3.056' TABLE OF DEV�LOPED SURFAC�S DIMENSIONS FOR B = 90 " T551 7"YPF RAILS Refererzce Radius RR (ft) Radius Arc Length Radius to back of Fiarl Ra Lat LAz Iie ft ft ft Ft 10 95.76 16.99 17.3I 19.63 IS 140.04 24.84 25.17 2$.54 z0 I84.32 32.69 33.U2 37.44 25 228.50 40.55 40.87 45.35 30 272.88 48,40 48.73 55.25 Arc LengCh Ls� Ls2 ft ft 17.31 17.93 2517 25J9 33.02 33.64 �0.87 41.50 48.73 49,35 Radius RC ft 55.66 81.86 108.05 I34.25 160.44 S5TFi FiRIL Arc Length �CI tC7. ft ft I6.69 24.54 32.40 4015 48.1I !iA =8.8560(RR tQ.8I3') RS =I JSl 7(RR +].OZI') RC =5.2389(RR t0.625') L.n1=1.5708(RRtO.$I3'} L61=I.5708(RI7+1,OZ1'J LC1=1.5708(RRt0.625') LAz=I.5708(RR+1.021') Ls2=I.5708(RR+I.417') LCz-f.57o8(RatL208') Tlze Jirtear rativ may be used ro obtarn the above arc lerrgth drmensions for irrduded B angles other tharr 90�. The dimensions are iRtended as 0.� an aid in constructing fvrms For curved SSTR & Type T551 kailiRg. Example: For RR = 10` & 80° -- LA1 = 16.99($/g) Reference [��SIGN GUIt]ANC�: Radrus R�t The use of curved rai! sectrons at bridge ends must 6e appropriate for the speed and srte condifions, I.Q21' 1.417` I SECTION A-A (TSSI Type RailsJ 7 7.61 ZS_46 33.3T 4I.17 49.02 �rarFRr,aL nrorEs: Provrde Cfass "C' concrete. Provide Class "C"fHPC) if requrred efsewhere. Provide Grade b0 reirrforcrng steel. Epoxy coat or ga�vanire a!! rernfordng stee! if requrred elsewhere. Deformed Welded Wire RerrrforcemeRt fLYWRJ fASTM AI064J of equaf srze and spadng may be substrtuted €or Sars H and R unless noted otherwise. Provide the same laps as required for rerRforcing bars. Provide bar laps, where req�ired, as foflows: Uncoated or galvanrzed -- #5 - 2'-4" Epoxy coated - t�5 = 3'-6" 6ENERAL NOTES: ihe foUndations indicated are suitab�e Por mountrng typrcal concrete bridge barrier type raiiings. The design resistance is based on the current AE15NT0 6rirlge rarfing requirements with the assumption of farr to good soi! support conditrvns. Poor soif conditions wi!! require suitabfy deeper foundations. See RaNing starrdards for details not shown. The primary use of the curved railing detar! is to avord the Recessity of cvrved MSGF at the errds of 6ridges adjacent to grade rntersections. Thrs detail rs intended for use as a guide to unusua! rarfrng anchorage srtuations but may be irrcluded in the p�ans, morlified as necessary to apply to sperific instaflations �equired vn the profect. Payment tor railing foundatrons wr11 be by CY of C1ass "C" or Class "C" fHPC) macrete. Rein(orcing stee� quantities shown are for coniractor's inforniation only. The assocrated bridge railing wiff be paid for by the linear foot which includes the concrete and reirrforcement. Fxcavatiorr wi!! be subsidiary to other Items. Cover drmensions are dear dimensrorrs, unless rroted otherwise. 75'-0" Min 33'-0" Max Betwaen fvints Surface A (T55I Type Rails) � Surface 8 (T55I Type RailsJ --� See Rarling details ior typica! MBGF connectrorr and other end treatment. Minrmum straight extansron of 4'-0" is recommended for carrnection to MBGF. See Pla+r Sheets fvr fength. o��a`\ Addrtronal tangent extension on founBation may 6e added as shown in plans. Abut W+ngv�a�l �Sridge Surface C (SSTR Rai!) CURVED T55T & SSTR TYPE RAIL,ING AT BRI'DGE EIVDS i- � ¢ -- O `� � � Brldge Divlslan ,Texas Department of Transporiafion Siandard TRAFFIC RAIL FOUNDATION AND MISCELLANEOUS DETAILS FRE: TRF � v- rxoar �K r�r�w o�r: �rn «� i ZO)9 IvCIM't ISECII J06 �.�..- HIGNr�AY couxrr sweEr no 38 sEcrrory A-A (SSTR Rai1J