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HomeMy WebLinkAboutContract 54445FORT WORTH CONTRACT FOR THE CONSTRUCTION OF SOUTH STAYTON STREET REALIGNMENT City Project No. 101555 CfrY SE-C rFII�Tt- RY. CONTRACT N9. -4445 Betsy Price David Cooke Mayor City Manager William Johnson Director, Transportation and Public Works Department Prepared for The City of Fort Worth Transportation and Public Works Department JULY 2020 I=) HDR TBPE Firm Registration No. F-754 17111 Preston Road, Suite 300 Dallas, TX 75248 972.960.4400 CiTY�S�CpEfAC�� OF v=�. ?�.....................:. KRISTAL BUSTER o .......96621 ........10 ........... r��ets<"C� S �Q) is ONAL N F REC0RI)CH1~TARY RTK, � FORTWORTH. City of Fort Worth Standard Construction Specification Documents Adopted September 2011 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 'Page t of 5 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions Last Revised 00 05 10 Mayor and Council Communication 07/01/2011 00 05 15 Addenda 07/01/2011 0011 13 Invitation to Bidders 03/09/2020 0021 13 Instructions to Bidders 03/09/2020 nn�s 07 901 v 11- 0032 15 Construction Project Schedule 07/20/2018 0035 13 Conflict of interest Statement 02/24/2020 0041 00 Bid Form 03/09/2020 00 42 43 Proposal Form Unit Price 01/20/2012 0043 13 Bid Bond 09/11 /2017 00 43 37 Vendor Compliance to State Law Nonresident Bidder 06/27/2011 0045 11 Bidders Prequalifications 07/01/2011 0045 12 Prequalification Statement 07/01/2011 0045 13 Bidder Prequalification Application 03/09/2020 00 45 26 Contractor Compliance with Workers' Com ensation Law 07/01/2011 00 45 40 Minority Business Enterprise Goal 06/09/2015 nn nc41 vv-r�—�-r n�mn��nis vvrv�naa� 00 52 43 Agreement 09/06/2019 0061 13 Performance Bond 07/01/2011 0061 14 Payment Bond 07/01/2011 0061 19 Maintenance Bond 07/01/2011 0061 25 Certificate of Insurance 07/01/2011 00 72 00 General Conditions 03/09/2020 00 73 00 Supplementary Conditions 03/09/2020 Division 01- General Requirements Last Revised 01 1100 Summary of Work 12/20/2012 01 2500 Substitution Procedures 07/01/2011 01 31 19 Preconstruction Meeting 08/17/2012 01 31 20 Project Meetings 07/0112011 01 32 16 Construction Progress Schedule 07/01/2011 01 32 33 Preconstruction Video 07/01/2011 01 3300 Submittals 12/20/2012 01 35 13 Special Project Procedures 12/20/2012 01 45 23 Testing and Inspection Services 03/09/2020 01 5000 Temporary Facilities and Controls 07/01/2011 01 5526 Street Use Permit and Modifications to Traffic Control 07/01/2011 01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 01 58 13 Temporary Project Si na a 07/01/2011 01 6000 Product Requirements 03/09/2020 01 66 00 Product Storage and Handling Requirements 07/01/2011 01 7000 Mobilization and Remobilization 11/22/2016 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 South Stayton Street Realignment City Project No. 101555 000000 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 5 01 71 23 Construction Staking and Survey 02/14/2018 01 74 23 Cleaning 07/01/2011 01 77 19 Closeout Requirements 07/01/2011 01 78 23 Operation and Maintenance Data 12/20/2012 01 78 39 Project Record Documents 07/01/2011 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 34 - Trans 3441 10 1 Traffic Technical Specifications listed below are ]included for this Project by reference and can be viewed/downloaded from the City's website at: htty.Hfortworthtexas.gov/tpw/contractors/ or https://apps.fortworthtexas.gov/ProjectResources; Division 02 - Existing Conditions Last Revised 0241 13 Selective Site Demolition 12/20/2012 0241 14 Utility Removal/Abandonment 12/20/2012 0241 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 12/20/2012 03 34 13 Controlled Low Strength Material CLSM 12/20/2012 03 34 16 Concrete Base Material for Trench Repair 12/20/2012 03 80 00 Modifications to Existing Concrete Structures 12/20/2012 Division 26 - Electrical 26 05 33 Raceways and Boxes for Electrical Systems 12/20/2012 26 05 43 Underground Ducts and Racewa s for Electrical Systems 07/01/2011 Division 31 - Earthwork 31 1000 Site Clearing 12/20/2012 31 23 16 Unclassified Excavation 01/28/2013 31 2323 Borrow 01/28/2013 312400 Embankments 01/29/2013 31 2500 Erosion and Sediment Control 12/20/2012 y�r 6-v0 G abieas 2�no � � rr�rtvnvii Division 32 - Exterior Improvements CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 101555 Revised March 9, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of S 3201 17 Permanent Asphalt Paving Repair 12120/2012 92 BLS ,2, z 32 01 29 Concrete Paving Repair 12120/2012 32 11 23 Flexible Base Courses 12/20/2012 32 11 29 Lime Treated Base Courses 12/20/2012 3211 37 Liquid Treated Soil Stabilizer 08/21/2015 32 12 16 Asphalt Paving 12/20/2012 32 12 73 Asphalt Paving Crack Sealants 12/20/2012 3213 13 Concrete Paving 12/20/2012 32 1320 Concrete Sidewalks Driveways and Barrier Free Rams 06/05/2018 32 13 73 Concrete Paving Joint Sealants 12/20/2012 32 14 16 Brick Unit Paving 12/20/2012 32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016 32 1723 Pavement Markings 11/22/2013 .Z 7�5 1 1 lnA4i 2013 32 3-1-2 31�9 , � »rsrzv/iviz nc lnvvr05/204 99 3291 19 Topsoil Placement and Finishing of Parkways 12/20/2012 3292 13 Hydro -Mulching, Seeding,and Sodding 12/20/2012 32 93 43 Trees and Shrubs 12/20/2012 Division 33 - Utilities 333-04 38 112�4-2- joint Bead, IC4ec-tFieal iselation. 12ri 22� lam,.,-..,..,ioi Control Test StEA ,,n , 2l i 22 12!'7'aza'z 20 334)440 nor 0W-201T 334)Aeeeptaftee0 1n -3 33444-�✓B 12A2 0/2 0 1� 2 2�v ' Embedinent, t , /� ! trzrrirsviv Z - er-7 91�1',zTi.'1Z 3305 13 Frame, Cover and Grade Rings — Cast Iron 01/22/2016 33 n�_1n n1 r-s II 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to 12/20/2012 Grade 2 2�v 1249/2012 TO7 27 05-2- 1 - N Z 3T-ttmelifimia�20/204i -�TPlate ncr14 33 05 26 1 Utility Markers/Locators 12/20/2012 CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised March 9, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 5 Divisinn 34 - Trnncnnrtatinn 3441 10 Traffic Signals 10/12/2015 3441 10.01 Attachment A - Controller Cabinet 12/18/2015 3441 10.02 Attachment B Controller Specification 02/2012 3441 10.03 Attachment C - Software Specification 01/2012 3441 11 1 Temporary Traffic Signals 11/22/2013 3441 13 1 Removing Traffic Si nals 12/20/2012 CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised March 9, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 5 34-414-5 i i r�� 3441 16 Pedestrian Hybrid Signal 11/22/2013 34 41 20 Roadway Illumination Assemblies 12/20/2012 34 41 20.01 Arterial LED Roadway Luminaires 06/15/2015 34A�1,�iFreeway06li5 � A A�o3LED 06/15/20-�SS 3441 30 Aluminum Signs 11/12/2013 34-4 -SO O2Q4LN46 3471 13 Traffic Control 11/22/2013 Appendix GC-4.01 Availability of Lands GC-6.06.1) Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised March 9, 2020 a 41 6 7 9 ib 11 12 13 14 15 }6 17 18. 19 2U 21 22 23 24 OLIV5 10- I MA YOU AND COUNCIL C01MMNICA-TTti X 099-Cl Fags 14i' I SECTION 410 05 1 it MA OR AND COUNC IL COM M U N IC ATI ON (M & Q MN.veixibler• For C-'owr'ool Doi rrulrr l em,crrfion. remorc f si.ti page and replace m'rrh Me crpp av ad "'W rew. rh,- oWard oj-lhe jjn v cf. II -I& :,' I+lxort . heM be all h1por lx+fmt... j END0F ECTION CITY OF PORT WOKTH ST&NI)AX0 CLW'% RVCTi0N SlarX MCATION D.DCUMUNT5 Revlsed Jilly 1. 24)I I 'Sotoji-Slmylwl 5uw ReMligmm€nt C14 I'Fi*pl Ht� Iai555 8/20/2020 M&C Review official site of the City of Fort Worth, Texas CITY COUNCIL ,AGENDA DATE: 8/25/2020 REFERENCE **M&C 20- LOG NAME: 20STAYTON NO.: 0592 REALIGNMENT CODE: C TYPE: CONSENT PUBLIC NO HEARING: SUBJECT. (CD 9) Authorize Execution of a Contract with 2L Construction, L.L.C. in the Amount of $743,878.64 for Paving and Traffic Signal Improvements for Stayton Street at West 7th Street (2018 Bond Program ) RECOMMENDATION: It is recommended that the City Council authorize execution of a contract with 2L Construction, L.L.C. in the amount of $743,878.64 for paving and traffic signal improvements for Stayton Street at West 7th Street (City Project No. 101555) DISCUSSION: The purpose of this Mayor and Council Communication (M&C) is to authorize the execution of a contract for paving and traffic signal improvements for Stayton Street at West 7th Street. This construction contract is an accelerated segment of the West 7th Street improvements. The total overall project budget is $8,500,000.00, which includes planning, design, project administration, construction, inspection, testing, utility relocations, and contingencies. The project scope for this construction contract includes the construction of a 2-lane street realignment immediately south of West 7th Street and a traffic signal at Stayton Street and West 7th Street. This project is included in the 2018 Bond Program. Available resources within the General Fund will be used to provide interim financing until debt is issued. Once debt associated with the project is sold, bond proceeds will reimburse the General Fund in accordance with the statement expressing official Intent to Reimburse that was adopted as part of the ordinance canvassing the bond election (Ordinance No. 23209-05-2018) and subsequent actions taken by the Mayor and Council. This project is being funded by the 2018 Bond Program Fund as shown in the following table: Fund 2018 Bond Program-G-19306 Total Funding + Amount ^1$8,500,000.00 $8,500,000.00 The project was advertised for bid on April 30, 2020 and May 7, 2020 in the Fort Worth Star - Telegram. On June 11, 2020, the following bids were received: Bidders Amount _ Construction, L.L.C. ;$743,878.64 AMA Construction, Inc. $828,345.00 aveCon 1$849,315.39 cClendon Construction, Inc. 1$869,607.40 Time of Completion 1120 Calendar Days 120 Calendar Days 120 Calendar Days 120 Calendar Days This project will have no impact on the Transportation & Public Works annual operation budget when completed. Construction is expected to start in October 2020. MIWBE OFFICE — 2L Construction, LLC is in compliance with the City's BDE Ordinance by committing to 121% MBE participation on this project. The City's MBE goal on this project is 121%. The project is located in COUNCIL DISTRICT 9. 8/20/2020 M&C Review FISCAL INFORMATIONICERTIFICATION: The Director of Finance certifies that funds are available in the current capital budget, as previously appropriated, in the 2018 Bond Program fund for the West 7th St -Univ to Trinity R project to support the approval of the above recommendations and award of the contract. Prior to any expenditure being incurred, the Transportation & Public Works Department has the responsibility to validate the availability of funds. TO Fund Department Account Project I Program I Activity Budget Reference # Amount ID I ID Chartfield 2 FROM Fund Department Account Project Program Activity Budget Reference # Amount ID ID Year Chartfield 2) Submitted for City Manager's Office icy_ Originating Department Head: Additional Information Contact: ATTACHMENTS Project INap.I3df Dana Burghdoff (8018) William Johnson (7801) JT Auldridge (7252) WOK m-I the I br5 K-EIC" FIGN 60 (15 15 ADDENDA CITY DF FORT WOWIH, TEXAS ADDENDUM 110, 1 To lilt, Specilitalions and Contract Dt,cumants For South SNyton St. Reabgriment PavJng, NidewalIt arstl Tea fIll e Signal I111pvflvelncnts City Project inn. i0is. s Issrtcd: May 18, 2020 This addendum forlM a art of the Specifications and Contract DocrliItents f r the , ve reiErepiud f mjcel and modifies late arigitrul Spceilications and Contract Doeuinentti, Bldlder shall aekrlowledgr Iveeip[ cf ihi~ addendum its the apnec 13"uvided be[cw and acknowledge receipt on the outer envelope of your bid. FIN11"re t,u acknowledge mcaipi of this addendum couId-subject lire bidder to disyttalif cntIon. ,rws adenndtim mchjdec [he JbJlowing' 1. Pre -laid Presentrlkion An electronic v�_12'sim (ill PDF Iiirinut) of Zhu oroo nta#inn given during the non - mandatary pre -bid nlWJ ng held at 9:30 A,M- CST On May 12, 2020 is attpched to this addelsdtuts. 2- Pre Bid Sigh -In Sbeel An cleotibnic version (in pDF formal.) nl° tlse pre�_bj6meeting ancnclee sign-tn sheet is attach ad to [liis kldrlendum. 3. Mirinrity 13uiness Freterprise (MBE) S1alttls it is mcommunded [list al Cod mclers plamn'mg to submit bids for the project corsloc1. the City of Port Worth - off,ue.of, BUsirmss Divemily wid regmst the latest certi fled MBE list. This cerkil"ied list Can bo requested by e-mailing 14E%vbout'ticei�e�r{�rnvatr[late 4. Pt' -Bld Weting QtAosli0m I LIWig the prl,-bid mcelirig. the attendees afked the following ques[i0m and the City of port Ws)rdt responded in the falI1)%wing rrtal�Itar: ore-sflim W. Mao S1 ki 3 Note 4 _, Xlelfak ! ARD 4' ha--'� uvr dole a Thee Dalwgr lss S,sr,tcrrf. !f tlrr: vayl I., dim.fol' fhe.hw-N to be immwd hmv/whr+ sltlll Y ,(CN' fjwl? Rcspo,ts)a-#1. 7'hLt ham 0 acc ounled fai,awl Is 11srer1 as "6"-)2 7': ec Removal. " t rr� rxlltrwcarrr+� SC)uTg 5 rAYT� Ijq s-rr0ifr r r;E�.t. 6NlAFNT S'1'AND,%RD CONS'rRt1.C'T ON 9FEC1FJs;ATION ac1t.1_IMkNTs CITY FRUis C!'NCF 1LS[555 Rew9ed 1uly I,101 1 fld 65 GS : �, ADOPNMA Pw 2 ae s 1a�sr}�r, #�: J'ie�r,She�r 6' }'ovea• DeJf r�r�ls�a�• �re�afe bca�e r�rrr��ii�r� r�reFo-,*r rlSTM DJ597, but dons not spacr + what t)Irr o)'riggirguie. is Ihls' fle bosea Rexpause V. Fg s, this fs a ci'risirer# srorr Jl xb se -A hid fter,+ fw the base 1ra-s b"ir added. QUEVIvA #U. Caa+ yoir clad & if and where thel conci vie boMer ledgiog W lfie Paver{ detail o+r pfa,a sheaf 6 ��dN �e #ixstaffetl, 1 do :�rar sca �a,ry $�r�er' nri tJ,e crrsfk,a,� bi•fck si�fe��+�tfk- Aesprratsa-#3: Vic cowrrere adging is nui rry idful. Ddialf Gaflf 1,'C1Irriedfo rrrake lire edge rep ivse,7ratiiu of axisAng or pi-opo.veif r. r+rb, Querrforr M 11110 & re'vPm slbfe far the rerrrof bike ,Vrr+ovaP Are tlte'y, Suppi'vedto be rchufaffedas port of IN- pied and rf so I have nol see air}, ivil' fw- exucrfy w ae all Thai ivordd imphle? Respoeaare # , htfra+-r,aarllorr,rQga,Ong this fleet will bepr'ut+r'ded-hp follakielug-Addrrxkr- Quesdau #.5. On The 'f CPjmu have " Walkatde flare " wr both the SE & ,S'JYearner to The p wjaa, IT this jusl to allam., ADA access mvr the curb, and sra rould siv hisoll a Iomparwy csphalr ramp hiseLadf Pespon se #S..4 ramp ramp 4v acceptable rf if can be meow wd ekanly cud rrwaets ADA req+ri, irierrls, Anil damage to 1hr citr'h W11 none tto be ovpei rid �mbsidlevy to the prujeet- rrr.•Kdon #5; Ofi Hie MPyou cuff for Law 1''ro l�v Barriers, br+r } do nve -sew a defrad f4r Ihrx4e, f111 ��rarer', f1fJ�d �rcrr•rfers be �ccepr�f# or• clo they,reed fn b� fea'ete a,rd af'so curt yulf Pr-Oulcfe a derall? Response 96.77te faivprrofile bariierwff? need to be cwwtwje.wj?,vx it is sepwraFlfr+g 1'ehicfe 11-g9'rc ji-ampminl:-fcr+is DOIGY & bid kern will be Provided. Qrir_sflan V. H mio will die skfeivaik r'epa1?.' at the signal poles a,r the Noi'1h side Of 70 Street he paid, or is float snbsfdlary? Response V. f1 Is,,ubsfdl��,. j2,r sYfaaa N. Thgve are 2 e�rrsl+'ng. �Sotilh4vcstrsr rt Sell 67r'ahab�v A T& T noxi} Manholes an what >,wfff be the SW varjurr q it+' the twIrgxrmem acre will lower at mast 8" In llrc paveriiod. mid the other A located in 11+e mheart chilly +'coop. Plan sheel 34 shows bath aj' 1lrrse rracinlrrrfes Nie #�es'r, �i'e ry�t�icall�de, trot aad�irrt-Jrcrnr~ltlse trtfffl3� riraFrhr�les', so�ho i raFil br rk s}x tsfblr' fru flrese r:ia,�l�r?1�,s The ramp fat Il#s locwiw may gf-ed robe redes?Igned to rneef ADA with the manhole foffing in (he rra Ip. Rrs}tr axe #$; 77r0se fire CIA A T& T felaphu+re. A nofe will ire added to adjust top of MH ki,A7!' C unlrucevr will treed in coardinole 4w.-ThIF0111 schfd tihl Wldk ATl: Qrrrsdals Ng. J ispu haw ! 6 twe'eks �,j pa{fable rite,ssage 8'fgVN set rip fit thepay 1rem. hirr fire TC?tYllf fe r 2 signs, fJaey �vr`li baf}r ire a gFii, ci fry, tha�JtrN dir+ rllart aj`Ihe p yc 'r the gr+rutrrirji should he 32 Weeks, Respoisse P. 77w signs will be i equ r'ed for the €luraffvir of the detour, wlslrfr fv whan the r-nnff"'titan ,01 Os sniff k- ca.artruclifd, rwr liar divulbP of. Ilse pr qij ct. N, 0 cf+qrigc, crry OF FORT WORTH SO�M STAYTON � [79Env REACJbNMENT STANDARDCQT3 TRLPMDNSPrrClMA-rrot,,r�Ui.'iJ� erTYPR IFCT tO.li1Z555 Rauised July I, 2UC f rya 115 1.% 1 Al)r)FNDA Per 3 vr'< Qrrrsfia), #10: C:rsrdrrJf .44 is fO he bmTd 110WOO, TllaT p Pal* DHVF.., tis+lfer-e- e�•fsHng plaweny are to P•cnl tia. M.se �ijift frkaly he damagEd to alla�w for Ore heriv, so '=11 j9rr nil rip a landscalie ullauF nfv In mimbui-se any plapiling flxrf peed,5 rer be done? Pr+apotrse #10. A crHuspamex of S50,MW is frrc'luded in the Bld Book 00 acer,wll fr r any in f bi- etr changes'. -should Vbe'jl rx cur rresfiott #}1: 77te mmaiped plams aril to leave Bra some Pf ON, G-lsl 'ijq� bilc+k ,side va?k along the i rime slele gfStayrcui,Streel. buf Bhp mudtmy T'{*moiraiprocuss f{�h{ r.apue rh' b?,fcks to shlfi err rnmc likely neefl etwnplefe rfP42conenl {o mee.r etrpLOcrn0mi.5-. DOM the brick sidewalk grrct0WO, ut'aorrrat fog• this Vreu, card rf P?"t, cr+irld Vrftr #trcj•eaae thfr cBVaj?0l)J bi�cay.vc this hrlck side uralk will also owed 1cr &: rrcfr vauedfollrr vlog fire t'cxrc levy 'r•errrmulw. Res{ onm #11r 7hu, brkk slrfewal k gzfanwj, wN be rrcr-eared lu aecovoit for cur addifirjuaf 2 fte fryint the buck• pfelrt,b. Qtresdo►t 812 It apMurs a nuinbcr of bid 3zerns are rr+tssing, (7' �scul c. C:ancr-ed,-_ Rnrde? lEdping that is shorn p in Me Awe" dertall, I f PT,?Jlflwd OR this pt�jaaf, d. hilgation allotorrrnce a. Lvw Pr•nllle Ra?'r•irr•, ljrpfcally these at-e.apay iteru nvr f usl pa1Y of k'e w eofllf col. { Bike Rack rerrtoval, r 6hisraliaff[ur, efr- depunding PY7 0& tlttsulej{ re) 113-d ove- Besponsi: #12, a. 7'c)psjil - Ificm wit? he Gadded. b. S'ad— sod it -it? he added fb?- the Owes beAlluctr the slde'Valk alld fhr {xa-k- c, ir'onowe flcu'dv.rlEdgfng that is slxusi'rt in lfffe paver detaff, lfmc}Ifinzf etlt WS prafecf - I#arar not r-equInrl rrgaarrc�J7i#clr�itxheBitl, cr,otstt.u�ejon ulotlur�e of 50, d Book to cy-rcu ritt fry Cr€ e ar�rfuPtr5eW t•hrrrfgn , a�lr wdd if�e)f nrrr�rr•, a Loire PoTyflle Ban-ier', Olpfcwlt V Filese} u) e a )� ifMrr ,rrrf;Prsf lxrry ref r'1x f is a�rtf��rtf - Rem will he added, f Bike Ruck r)ertrmw). elc`- depan llo rg arf fhg armiw.er to #3 above - hyunmadrm regarding lhfs {fqlr.WqBra po-ouided in faflowingAddenda, rresfiall #1.3: Cwa irar� svcl rear rrfrrleb ark crL�corrlrt rf fur fir t r�rowu� rt� sea. liespormw #1.3. Sod chic{ andch will & rrsed m the r-errrovaf crr�.+ar. Seepinn mVWOl.tS fi& focratirury gfsocldi.mxdch. Oresdou #ldr Ro3+w'd. hem 20 to say "Remove and Rclrrstafl " pavcr,s, Re4perrr.v #14. Item 20 fexf has lx Vc Wda&4. rr+atioer #f5: C;orr r�tt tlrat rrolr•c is mltr'ol will be rrec edfor the vigrretl trl lafe-V Respause VS: c'rtjf i�llf p +lr rrtr sfgrtpl a3 f1cf4o 1�cr' rrf ttPgltf, r�sllott #Jrx: �'er+x7rt {�1af aft e.•rcuti�rtt�olr rrrxcf p��+ltrg.f+�+' ffrr' rr��f4vCJV 3G�lll fa�f rlorrr' a� prfce- .Rgiporrse 4.16. Wcj-k.c.houldhe duore hrphuses av dim-ibed in (lfo TCT. CT FY C3, FMT WORTH SMTH STAYTiW STREET REA-UGNMFNIr STANDAIW COMTKI)c-nONSP13CIFICATION DOC UMT=NT's CrTV, PR011fel, No. I Ism. Rerige4 JuV G, 2011 0p115 t5-1 a P.90 a oj' 3 S. Mad the previous 00 42 43 PROPOSAL FORM section to rr Mdl the OD 42 43 PEROPOSA1. FORM section attn4:C d to Ihis addcudwt't, The following Bidl[st !tern Na. quant]til:s were added: + 129T A 1G0 Topsail - 51 C� • 3292.0106 Block Sod Placement - I II 1 5� 9IA9.0006 PORT CTB (MOVE)(LOW FROF1L E TY Z) - 276 LF 'rhe following -Bidligt lte!m ND. dzscrkptions %vere mndifie& + 9999. 02 "Remove & Reinsta.11 Payer (F`rom.sidewulk and bike mck)" + 9999-0003 "SidtwuIk Red Brick Pavers (Total Pragased Viavers-Existing Paver:k)" + 9999,t D04 "5" Stone F1ex91se for Side aikRiavem" ■ 9999.0005 "Mutch (31, Depth)'• The fallowing 13idIist ILem No. quami ics were mudified: M 9999.(JW2 Remove & Re] nstaII Pavers (Frain sidewalIt. aad hike rack) - 5,645 5r• 6, Tile following pluii streets have been updated and attached to this addendum: + Sheet 6: Updstett paver detail + Sheet 8: Updated 1iute regordirig Iignal switch over and Iow pro flla harrier standard + Sheet I I ; Updated lrgend and top soil, Inulch 8LM sod limits ■ Sheet 12: Updated lcgand and tap sell. inuI& wid sod 1linirs • Sheet 23: Updated note for AT&T mtm anhole adjtueni and cnlitractur oordin.adon 7. This Addendum No. 1 forms pail of the SpetificatIons and Contrad F ounamemts for ilie above referrnced pnojecI and madihes the oflWnul Sped HIcuiions and Contract Documents of the same. Acknowledge your receipt of Addmduni 'No. 1 by cornpltthig the requested inforination Al thlt ibIInwing locntiarls: (I ) In the space provided in Scotian 00 4 160. Bid Fomi () indicate in upper ea.se letters on the outride of your sealed bid mdepo: "RECH1VED AND ACKNOWLED13TED Ai] DENDUM NO. 1�� Include a signed copy of Addendum No. I In the sefiled had envelope st I IiM. a of hid subin!nal. Fuilw'c to acknowledge receipt of Addendum No. I below wuld.eausc thr subjcut bidder 10 bu consldared ""NONRESPONSIVE." rcaulljog iriLdisqualiFlcation, CrTY OF MAT W❑R'M SOV7 4TAYTON RT F; T ILEA I.IC+l ME34T 5VANDARDCONTFRUCTIONSPRAPICATIONDOCUMENTS 17FTYFROK['r1*G. 1015s5 Ftaytstd July 1, 2UN I 41105 15-5 AUIx -NDA jlo� 5 Or I E EiPT ACKNOWLEDGE William Johivgon Director, Triinsponation and Pvbiic Wrr}cs J.T. Auldridge, f F. Pl1' City PI%Djcc# Manager goinvio iy_ L C108;14 V e' rvo1, Ir -L. (- END OP SECTION CTY OF FORT WORT41 Skxm-j sTAY,rm r izi:A 1Gi4M cK,r rAMDARDC's)%j,{Tgj3cnON5PEOFICA7lC#NMCUMENTS crryPROJfiC7'140 1:01S55 REVIRAJuly 1.MI no Iri 11 • I PMU I Drj SECTION 00 05 15 ADDE, N DA CITY OF 1(rOR T W[]RT'#i, TRXAS ADDENDUM NO. z To the Speeifutualimo and Contruct DocultlUM5 For SauIh +myInn St. Real ignmenC Pairiag, Sidewalk and Trot[' a Signal Trslpruaeanen#s City Yro#r+c:l No. 101555 Issued:. lVln,y 22, 202U This addeadum faraxls, a 111jl-t of live Speciflcutimr, and Gianimel Docummu fur tho above vefamnoed Project and Irwdiflies the originaI Sperziflcatiolils and ContrAc% Doc limenu. Bidder shuII pick nvvaledge receipi of Ns addendum In the gpaf,2 provided below and acknowledge ftee3pr nn the outer envelope of your bid. Faklarc ill �iuknowledge receipT of#his Wdendurn vould subject the bidder to disqualification, is addendum includes the fallowing; 1_ Updated 00 11 13 INViTAT ION TO BIDDERS sheet. StWed birds. for 1 ie conslrucdiml of SOUTH STAYTON S'T`REFT RLALIORfWNT. [ ITY PROJECT NO. 101555 (Trojetl") wiII be received by 0ic City of Fool Worth Purchming Offica tintil 1.30 P.M. CST, T'hurgduy, .Fine 11, 2021F. An electronic msion (Io PDF furmnl) of the i VITATION TO VIDDERS sheel ka -attached to this addendumn. 2. This Addandmin No-2Canbibt Doo0therLLS far the above mfrxonced proii caand mDdifies tho ariginek S puc i ficaflonn rand CVF2MCI Dncumenbs of the same. Acknowledge youe- receipt of Addandum'No. 2'by comple#ini-the reques#ad Information at 1hv following WOions: ( f) In the spimc provided in Scctfon 00 4100, 13id Ponn (2) 1ndicate in upper' case Irttcrs on the outsidc of you r sealed hid.tmvelopu; "RECEXVED AND A(:KNOWL EDGED ADDiJND13M NO. 2" Include u signed copy of Addendum No. 2 1n the scnlr d hid enve1 c a[ Iho time of hid �ubmittaI- F.a1lure to ac�k4o ledge rcetipt -of Addendum 'No. 2 heluw could muse Iht� svhjeot hiddar tt, be considgrcd "NONRF-9 PC No SIVI ," reSr]ltllag in dJ'ggLE11jifiGMi0 1. CITY OF FORT wra1 VK .fAJTIi STAV'rC:M gTRFET IhiYROVtiMl-N'tS suNDAR17 CL?hl'iTRULMON SITC1FIC'-ATICN DOCUMFNT5 CrrY Yrtcm'Cl NO. 10 15 55 RVVrWd Juiy r, ;tor i ogcd 1S-2 AWI,NDA }tisw j 4f MCEIPT ACKNOWLP-DGEi7 villinal J+_IIln an Dlcector,'rnmsportkr.ioik rigid Public Wnrkg By. { f 1 J.T. Akildridge, PE, PMP Cjly P0aect matlager C,b CM 78I15`: C .,r+' } iP'w t Jo,+� , i. ti • END OF SECTION 121Tf Or FORT WORTH sou m vrAyToN mEF r im HiiC}V`EkSF1 Ls STA MlWLD WNSIRUCTION SPECEFECA ION DOCUMENTS; CCTV PROIECT'NO. 101555 Rsvlsed Iuly I, 2011 rO10IS-1 Pap 1411,4 SUMON (10 0 15 ADDENDA CITY OF FORT W01CM, TEXAS ADDENDUM NO.3 'ra the Speefficaliuns mul Cmilvilel Doeumelirs Far Situtlr Stny.1vu 81. Ri.,MippMrnI PIN vi11 ;, SidemlIIt 11 lid TI•a IMC Sign,Al InipJ'avcintiut9 C'iIy prcrject Ian. 101555 [sKmed; Juno 3, 20211 Mis addcridum Rums a pad of the Sl ificatmas imd Conlract f74vaneuts for Ilse nbmv 1-dumc d Prgjcd mgl ni-n+Jifee 1lie origlimt Spp L:ife:a iwi-N no id Cou[faut Docu111c:nts. Bidder shniI 8CkIko}wIkxlg�! receipt a IIIIL, addeiwrllloin in tIic �pucc provided I}elnw uitrl neknowletlp*veipt of the oiltc�a envelope aryoa t,>•id. FaEIirrr tv admo wlodge reaaipt ofIli k eildcrvJwil could subject Iliac bi€ldar Io dri Nitudifl"imi. This aeldnl duIn incItWer, I1w fnlln"iog: 1. Upjaknd UO 11 13 INVITATION -TO B11brRS sheet, Septet! hide fqr The cons truc;ion oi' SOkFrH STA1r'{`OK STRFF'T 'REAUC:NMEm-, CITY PROJECT NO. 1 U1315 {"Pr(�Ieel"} will be "cc 0vrd �y Ilir Clty Of 101-1 Won ('urrhasirig Of lry Itntfl 1 L30 P.M. CST, TliurSAJI.3', .11131C 11. 2l}20. An elecll'tsnic vensictl (in POF frSrmut) of the INVITATION TO Bi«DERS 0tevi is atiaAed In this tlddvndwn. 2. Bidder QueSlkvvt Tht lb iIowint; g1wslinns weer cccelvcd and the U1ly of 1, oil Words rL-poiIded in the -1'r.r110wii18 ntlinn� ; Qve, wforr 41 r b! 7w will fie r sviA ivible fim. niayr),101 trMvg em 111f5 py)C evl p. Re,kpo/m, #1: Alarrer sal M.Wmg slrrrf! he DTI 11,1111 5relf6j; 01 .15 23 of 11je : orrrr Ytrt ikrrrr+��rwrrrls, Clmdrera lea, iLir �',4{�,rr�n�hle f r r r rr rrrlra, , c +err llrrrr�lrrg. reined frr�Inrjerrl ref'4r11 C?wrfl v [`unfree! reefing. NY y h r'ixsponxible fhrre,:(ur,r hid,, fin- flr'v ssf n f ircr�tri� r�ssr�rrrrrr,'er frr5�fli , 1rrr,+' hon #2: Dws the peoviug need to SFr;ftffijwir l-9 h'ir, po mw #2: Prere e fs 110 reyleir 4rupcill 1&w Me* jw1ji g be . fi furwtrzl.. Qlresvforr V: IMaY is Fhe vr'ert r aiiVei chig? TlrL� flij{jiGaf s8clion vrr1A r,ur-4-1c]6"13AR5 Re.y rtla'eV. ReWmving Ism heen & is lrvsr'rho'loll eiu Me. fircIndedSlewdard detad.w. Cl VORTwrmi'If S tl.5111 N'7'AV FON ST EULT l}dMOVLMFMF1 SrAPMAIWCONSIMICi'IONSIT..CIFICA'1K)NP0('ITAi f3 vII'V1'RitJI TNEI 110M5 Rcw�adluty t,2u11 wik, Is-.2 ATyI7 wp' 1'4Lr± ar+ Quesdon tN4. Can ii -e gel rt rfdafl.l{rr flte Nfrecrf opri vimi�erij9t? AMo epMid! fit r Ifie pt*?fi)rcitpg igyoul to kiwi 4hii vol slse.vfi r' the AwgIorrAudifr�mm e c llkru7frut�n�prls'r" Re.1 ))I've 04, Refp?ju?•chugvordloOpt(IorrWN /NJI . 6reA chided. ues, un #S., '11he Jf Sool INA- rankerhol maj, vzdir a the. lsrv3jrtq Nsaprf: dom ry 1 lab hex jr- Hy sf trrri slfh-r prfrrrr t"��',,' r m7fiirmed er 18- 6 svtwk lead fdute upt ear maf£rial. jrtim flee ebite (1f Ili ordo)• which t feuas10 luuzdv hf+Mwn m PW uar have a NrP fiecaust- A! afgn al is fht_+ firu Ilion in cawplord-, 4aa011 Me Clip vool,str�t►+ s��}�l��yi��,� urx��rlr�1 'r���x;d rnictllaNe ill lJ rfruy, lf,11 twivin ? Roupolmr -95; Tire C •ff 1, way Ar able to slr1p4v flgnal rgde rruulMal; frrnNitM�rw. no c hait�rs II'W be- trIWA' (rr 11W bir}lAPvtlxrsol a' gor'rlhig ibom- Penis ref +hlx Hum. 1'ro In-r imoot of Marfet'iul I Vill f+dp c.xuffidured -ki, Me 0r when waablishing fire dear 1drrur dw i7warevf Time {'tmonea'ds io ruo. QW-91101r ". DO 1, heM 8 - We,- CILIC h;g e'raeh 'i LINVIP SUM, fYJ)ivolly fhl� I mWil lac 2 LIDIJP Sjorup, C,em yutp cicrxx••1}• hal v you inio d fvpAvAr flrlw Rom or uc#mu 1Jre pohllry? Response Nd. Sine a'lee7idrrg qurpudi)- 1paz hem rovlsm 14 1 Jrpprrpx6on. Qucstrrrir 97. l tdi 1. Item 13 - 6 " Crtu w-te Pa4'rjrg ltux 1501 .31r bprf [tern 13 for ljo tt'erxftotcx d to 13Ph -TY AT lira..- rrrralu. eutrerefc pa►ing ftn time, vtobilizatio0i dw dolls Me " Pav0tag item newt to be err! u.vled? l �F ft rfifsr 1! F: 77r- 6 " c arrc a +fe lxr lfr gfriWi v leas facer updated uc+,sflaa 08. 'rhe yplcal jecf#mi croid rulirJbrcing MoeT t. oulfs u .o f fin- " x 6 rM 24 0CDklr, itr1 vary cal lrttr rlre irt+f spueftlg lf. fi+t ref 4 " errrr! fly " feyrgfJr is o�r1}� refon-ing fry the i!e" bar fo-flit Lf igilpulmal C'onsrnoolnu .lol,ir dweAlf 32.13-13..b51 I flespome.98, Rdrtfovuing andjoinf elefaily hVLLV rrrr added. uallon 8 Shevi 16 of -Me p(atrx, L"a,IgUl,rlfnal Pt WIFg SdEfraI, ahoi ue� altft2rvtloff jdlpN� tN 15'.rpac•f+;g wuh in bgnvi en €anfiTtCfriafrfolna cat. oll CaI r'm Jlfr cons 7txWzrr) joijd ,xpei ing, and pro vide a defafl for'the GUJ7frcpcllrnR foiJtta Yholving lltc' dowds'ixv urorlspocing' Rriponse A9. 2 efirfot r<+ptg oud jnfur dclMle hGhjo been adlddrf, QuesumooM,Plan slanef ?S sfafe flacrc is a�isflxt Adotrfu��ta sfylcpAla to r'arlocrxta?_ There- uppopoo-N it) br- 4 Briar, .Phrmv e&hise- kespowrWMPlan shdtsl 25tscwnve(shoidoigtfrefrmare .2:vxlsfl+ajgMoarerr•usi .puler fio rdoeafe- Me.w or o labeled as. " rlxfrng Lxrlor•ttWiv fa he Relocated" tsr:cl have their awn dedjcdicd gmtbbI- 77peyc'apt befowidoroond %7A I1+36. u+rrl-SL! 12d.20 (16 L1) �rrtsflott fll1: 1'ltprt shr:af �Sf, .role # � cull3'.far' Ilpg�t�+k rpf�,slgr�t�x fu brnpev�rfoafrtl In fJr vi. plome oj'71C.P. The rt ift Wign tlpolra tr111-rah" 18 (p 221vechL :to reccivr goer upprowxf subtt mots ermolplocettrertt 4f r91 doe to momof vairer, Please rmrh isw. Res}xrtm #11 r 77xe City tr T, he able to su ply signal pole ippal -lol &,n vv uc r, +ta choogus. w111 be mode ion the bid pra,e mol regtrr+dhtk+ Ares.111FI LY at INSIMM, J".rrrcrrr-r01e010 of o)Paterial 1 KII be cote idor od by thw {'P�v w1por e.va#rlisbing I& dorE whirr ibe l` nmiract Pone cmilufflacas fo rr+tf, E,rr • OP FORT WORTH Pi;H04."UM STTU.11:;t W1"rtuvVr t91'.; ','IANDARo(A)N(T la[`J'jLIHSPI-CJVJCh'!• NUt)CUhtr-�rT5 17'YrpAo o,No.IalSS# Rn--cd iaiy f,'1431 a Nil {I5 If - 3 ABOL OA 141I'c.3 t11,4 Qar ffijv N11a Rid frrfaa it 34 li+ .1tlr1 ifrm 3.1,11. f NUJ, but tJr rov tw-v 1 r_%:r frog of'graral hcmfn ehal will ro+rralaa, . hOulef.dih lie urr ercfrrrrl:bid Win T`lem-r ucfrixe. X-spoisse 4/ r Nu Rid dear c'ruh- !s avesihibfe fmjafsa baci pfraitfv, fa~r:no,varo &- con'Th(ea,.dsltfAYlrflrely R4 3441 f W)f ev- fine Y77 - 99OR0003 f wall Trr c Signal. Qoeslhur 0.13. Rlcf rfL�aars 0 $6 & iY 37appvw- to he s#me brcf i n hid are ow rfevassible f destrF as a .Ylgnal plf'.vf fAw ffar pfcara sham-x 3D. Please ;w1vlse- RcsYlaaa <.e NU ,J11.7 replO.' are 116-w Jedems: Peer and uvj, eraf noun unraa all #vaa1,s f aa• /IP, rfnus rem lie a'eruared hetsvemi Mesn h►10 Rum.5. Qarom lrurr 914, Ricl doom,q.116 7 44 it 69 ugww- to be rin xcarne faid fli ra fiew the lat ilualraf rrrl shv as qj1?r.s1gpill lxVem l'fras'c advisc- R61jwvc 014. RO rlaror 969 js' fir 1AP us lding, LED.rk hwiv and Mora -#(5 7 rs jw b"F6.110AP gf)atFu fitftralclt'aaf�lu['t1a, tdd,fizlaanr- sai, LAODf vure will berpvfWfru- Ifelmarrllely, hum-L ia1+rt ftci ra we frachicletfj. Qrae.4an #IS iW k ruo R 77 hfu rwerlsks aialr vivIMS dip eoeldilie ► rrem.; Owelarr'r.�zlsh« ll lie xuhvldlreay to ffd.r feem, 4ve ffacrse [rRle} W00F l herMY d0lluuarrr ffke # k1Q -PTZ X ! TE ['+x l�rfar'If'}1 {c'crr,�rr�� rr��ptfc rs Alr� „� o� ,���sc�cllr rtc gas rrrafetrr'alr like ?ws. rtc-119wm s(lr`e wle? Pleam ad visr- Reilurer 915. Ufs4'eflrurR016 mairriuls foe irVs, fJ'cirraps, wu w7d ifviceded harckpOus rat a fhd ronly par? o 1hii ifc m, NO BBf f or J4ladem is necyhyl whi existing P77 1101 he rcaestut ueFalrfaan #14 frbm Aildenduni IV& f: lfflro k r Oi?porrxihfr fear• The remol bike rWalot'af? At r fhey s'tappv&ad W be r'cr`rulafletf dv RW rrf fhi-iVajecl rrrrcf rf$u 1 havr rrcrf New airy def"ifs,for F_Vaclf4' whw 011 flwi EI-011111i0alafi lw'! ReFaEpOnA,& #4 fa.'frfar Adifrlaelum No, L 7k ivnia l bike rerrro►-al errari-.a•chulaflafirraa will -be perlin-nmil111- frlhvow- Questimi 412frow el effiea'arfiaum No, f : 1r appoQrs.ra aualaaba:•'a' pf bid ife)"N Ore r+u101g. f Bikv Rack r'aaarataf..r ?lai.4rf'ffferffrxri. Lim Response 012 fronrAfidearrhim lVt% I.- 77ae i•aPwaf bike removal and r i-PurlaiNf an 11-111 hu pra;forrlred by Wherrs- 3, Modify Ihepilcvious 00 42 -13 PROPOSAL 1.ORM secti Lin 10 inatch the 0042 43 FROPOSAJ. FORM seetiaR Vaehed 1a this eddendkim. The followirlg i3idIIsr 1te11i No. gtlanfiries-werr added: 0170-01UU iti+lubiltzalinil — T IS The fuI[c wing, iild11st Uearl No- di sswvipiitms wm modifird: (YQ99,0006 "PORT C: IB QNSTAI-L & RE. M OVE,)(LOWPRO J.J..E)(TY ?)" 3441.3028 `"Furnishand Install S'pccialty Pole and Lulninnbu- Tl,e folIawjrig Bidfipm ILuL11 ,). gkirp liIicq were modlliavd: 31.1(J.0101 fiiEr CIcairlu&—L ■ 3213.0101 1," CoLij: PV1111 (Si ;jytuli Rcal Igmi 1 m Ro adwaly a Curl) — 1346 SY r.-1-41' (Tr mro- WOFLT11 sat .j.CH:tTAM14 S1 kE,1!T WPRi]k'EMENZ3 9YAKi}&+1)tiPLO I-K AI111�4' LJOCU MENTS CITY 111"U:CTNO I I I I Rmook1.I I IEy 1.:L)I I Wo 15-.I ADDENDA The full owing plan shicvAs have been I3lydraed or cxdded, and alIaclied I[i this addendwil; ■ Sheet 2- C.Ilidated index ic.udd new xheets Sheet 6- Updated reinl-urcing si= & spacing * Sheet 14 L11)dated Ir1ltfojr�in9!dL7 & spaoing ■ Sheet 14A, New sheet adders t Skeet 1 S. Addled cunstfuCJim3 jchit delui1, updrltecl reinforcing slyc. & spaclug f Shed ISA; Nm shim aMcd ■ Sheet 15B`. Nr-%v shcct added ■ Shed 16. Upduttd reinforcing Mm & spacing • Sheet 25: Updated illurrimallon pale type Sheet 26: Updated illuminmion pule type Sheet 4 1 ; Updntcd illkiminmirin prlle detail 5. Thh� Addendum No. 3 farms part of ME! Sped flcalion.gand C:atrtmct Dmummts fW the abbVe r(Crdenced prajeci and modifies the original Specifca#ions and Contrset Docurtens Ixf' the seme. :AcknowlMg- your receo of Acl&ndurri No. 3 by clympleting the requested information nt Ilic .flbildwing Imitions; (1) in the space provided in.Sectioli 00 41 DO, Bid Fatm (2)1r1dil±me inuppercase leners on t1w. nwz idv of Xour 32a led bid envelope. "RECEIVED AND ACKNOW-LEDGED ADDENDUM NO. Y Inultide-s !i ed-aapy of Addendum No. 3 in the sealed bid envelope el the time of bid submittal. Pailum to acknowficdw receirA ai' Addendum Na. 3 Wi;m cauld cause the suhjeci Wddfr to BSc cermi&red "NONRESPO S E," resulting In d1soqualWcat icp. RECEIPT ACKIqQ WL1 ED END OF SECTION Wi111nm Johns Nrf�ci€xr, Trangportatian and Public Work & .I.T. Auldridge, PF, PMP city Project Manager t;ITV Ur- FokT1 opffli SDU-#I STAYT.{7NSTREET IMPROVEMEF,TTS NTAN130V CONSTRUCTION VEnFICATFIN00CL?MF.N'N CI'IVPROIECTNO WI.WF RevileE,1July 1.2611 UU (5 IS • I ADDY OA Prime I of-I SI?C'"ON Q0 05 15 ADDENDA CITY OF FORT WORn—I, TEXAS To the Speelficntions and Contrna Doc uincnrs par SoMh Stuyton S1. Reaiippimeid Paving. Side} Alt 2nd Trakfflc SignpI Improvements City Project No. 10.1555 issucd:.1uue 5, 2020 Thi,� adksidum forn5 a par( of die 500elfcatinns and Conlract 17aunncnts for [he bovc refcrericed Prolcet and mod iIies ilie orlg!nnI Specifications nud Con lmact Do(mments. Didder shaII aQla,ow[edge movip! of biis addendum iv the �ip=e pmvided below ;knd acknowledge recelp} on IJir outer envelope of your Hd. Failure to aekrj6wledge J'Ireeipt ofth*s addettdurn cotaid subject the biddLj• lu discu�Llirrcatina. This addandtlrrl includes ilie fol[owing: 1. Bidder Questions The following qunt]ons %yore mr:tived and the (-pity of Fort 14rnlih res[Xrndt±d in lbe follawbrg manner; Qrrestr'orr #J: 77ae blelfurtrt Is nAving 3" rvndidf Pl'ICKV 80 fjwneh a+td bbrae. Me plaits calf it out fog• Fite 1vaffly sfgaraJ. Response 0J. P NC,SCH 80 fr urroh and have has been FmIudcrf in the hfel f i+r'taa 2. Mad ify [he previous 00 42 43 11RO1'O*S L FC7R1Iu1.seuflmto matt;h the 00 42 43 PROPOSAL FORM atta3 I wd xo this addEndurn, The fuliowing 0idii9t [ivmi Nu. e1imntities wum added: + 2605.3025 3" CONDI' PVC SCH 1i0 ('I')— I IS LF (Bidlist stern No. 32) ■ 2605.3Q2(r 3"CONf)I' PVC SCH St} (B) —225 L!; (Bidlist i[elrl No, 33) • 9999.0007 R=nve ltdwy Ilium A=Tnhly — 21rA (B1dhRt Itetn tl. 71) 7'he following aidlist [tern No. gi4antmes were rertroved: • 3441.35112 "P elocate Street Light Pole.o'(Bidlist Item Nv, 71) The following 13idI14t Item No. quantities %vew modified; ■ 344 1,3028 Furnish find Install Spi2dalty Poll: and Li miunire— 6 EA 3. The frlllerwing plan sheets bvl~ bcmn updated or added, and attached to [his addunduln: Sheol 25, All IWMII arcs will be Itew pn?es- Two existing pales that wine to be Yducufed five now to he rinnoved, Revised quantity table. rJTY OF FORT WORTH SOD rH `J'I AYTUN STREET IMM OVEJ.itiNTS 5'rANDARDCONSTRUC'f DNSPECIFJCA-nC1T'J Fif]O IMENTE CITYPROMCTINO Ir105i RvvimtJuly I.�flI OOUSIN.3 ADDFNDA Pie 2 4112 4, This Addcmduin Nu. I forms purl ol'the Spet ificatlanK anal Coisrract Documerlq 6T. the above referrrrar:ed project and mudifres Tire CkrigiamI SpecificatiQns and Contract Documems cif the sumo. AtAnowledge YOM' receipt of Addendum No. 4 by cnmplcting [lie iwequeyted 1rlfornuition A.t the falIawIng kwatillnq: C I ) In the space pmvidcd iii Seel inn OU 41 00, Bid Fame (2) Indicate. ira upper case Icum on the uuts3de of yom' sealed bid envelope: "RECEIVED AND ,ACKNOW LEDGED AD[)ENi)1_ M NO. 4" Include a stgnwd copy in Mdvidkillri NO. 4 in rltie-sealed hid unvelupe mI the lime of bid rubjuiaaI- Failrtiu to ankiriew Wge receipt of Addendum No. 4 beluw could cause the wbject budder 10 he "iksii'erL "NON RESPONST E." msulting In di-ignalifEcatiuri. REG'EEFT ACKNO L.EMED �:itttwatty' � � �'+3n ;r t� u C � l+a►-+, t . � . c END OF SY-CTION Ct7lC QC' F�147 V�t1TeTt� STAKDA RT] Ct}NS7R.UC-nQN SPECIFICAT[UN L10C1]MP %rT8 Rcviod lwiy t, 2411 Wiliiain 3ohnaon Director. Tranaprtation and Public Works HY. J.T. Auld ridge, PE, P P City Project Manager SOUTH S AYTDM STREFF IMPRCVEKENTS MY PROSECT NO. 113 W 0011 13 INVITATION TO BIDDERS Page i of 3 SECTION 00 1113 INVITATION TO BIDDERS RECEIPT OF BIDS Due to the COVID 19 Emergency tic't. Jurcd by the Cily of iFon Worth and until the einergenq} declaration,.as aawn&d, is re*cinded, sealed bids for the construction of SOUTH STAYTON STREET REALIGNMENT, CITY PROJECT NO. 101555 ("Project) will be received by the City of Fort Worth Purchasing Office until 1:30 P.M. CST, Thursday, May 28, 2020 as further described below: City of Fort Worth Purchasing Division 200 Texas Street Fort Worth, Texas 76102 Bids wi I be aecepied by I . US MaiI a the -address aboyu.. 2. By couHi!r, Fed Ex or hand delivcry fLom 8:30-1,30 On Thursdays only at the Sotltl1 Fri 1. i hby of City ball located at 200 TexisStrut. Fort W orlh. Texai 76102, A P;irchas inv C)epilrtmrnt lit.p rf pernon will 17e; avai fable to acz.cpt the bid and tarovidc.-Zl time slamped rrccipl, oi- T lithe bidder desires io submit the bid on a day.or time ethlVr thEm the designated Thursday, the hiddt lv must conlac( the Purchasing Departrrienl during normlll wtlrkilig hours at 817-3,1)2-?462 to rrllike 11.11 appointment to meet a Purchasing D;part ill etit employee al ttic Sou Ifi End Lobby of City HalI tacated at 200 Tex, -is Street, Fart Worth., Texas 76 I 02, where [lie bidtLs) wi I be received dnd timc�.Idater AHmped as abl v- Bids will be opened publicly and read aloud at 2:00 PM CST in the City Cotmcil Chambers arigl broAdeasst through live sIrcnrn and C'FW pulhtiL;14,lcvisioti whiell can be at=ssed ail ? __ The general public w i I I not be allowed in Iltc Cii.y CouneiI Chambers,. . cictl nfDl~_115mlt3 iwit ilYa� ai;t-t Ies Ills FuTiz [i111d4rlsJ1 a-n],tit flit clnnliteted IvIRL: t"s,rtl3s kll 111c f'ily Pcujccl M;mLLgl`r llt} It,1 tl,nl, iiti I I l sl:i:Ultd CIJy ts4 i HiIic-g1ii t1aV liftC]' Il]r htd UPi linL, date_ uxi: Iu4P il ;tic lei - -datc. GENERAL DESCRIPTION OF WORD The major work will consist of the (approximate) following: UNIT I: Paving Improvements 0 10,367 SF Remove existing concrete paving 0 1,346 SY 6" Concrete pavement with curb 0 5,406 SF Remove and reuse brick sidewalk pavers 0 1,034 SF New brick sidewalk pavers UNIT III: Traffic Signals and Lighting 0 1 EA Install new traffic signal 0 6 EA Install light fixture & foundation CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 101555 Temporarily Revised April 6, 2020 due to COVIDI9 Emergency 0011 13 INVITATION TO AIDDERS Page 2 of 3 UNIT V: Signage and Pavement Markings PREQUALIFICATION The improvements included in this project must be performed by a contractor who is pre - qualified by the City at the time of bid opening. The procedures for qualification and pre - qualification are outlined in the Section 00 21 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 Fort Worth's Purchasing Division website at htq2://www.fortworthtexas.gov/purchasimi and clicking on the link to the advertised project foldcrs on the City's electronic document management and collaboration system site. The Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. Copies of the Bidding and Contract Documents may be purchased from: HDR 600 West Sixth Street Cantey Hanger Plaza Suite 200 Fort Worth, TX 76102-3684 (817)- 333-2800 The cost of Bidding and Contract Documents is: Set of Bidding and Contract Documents with full size drawings: $75 Set of Bidding and Contract Documents with half size drawings: $50 PREBID CONFERENCE A prebid conference may be held as discussed in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the following date, and time via a wch c*nfcrcllcing application DATE: May 12, 2020 TIME: 9:30 AM (fa pTebid conldrixe will he held online viu It web c:onferuneing applicat inn, 1nvitaiinnr, will hr distributed directly u) thou who have snbniitied E ipressions of I(ntcrii-,st in the pi gjvci In the City. Project Mattngcr awVor the Due;Ign Engineer. The presentation given at the prebid confercnuc- a�d nny questions and answelx Wovidcd at the prebid coaf nce will be issued as au Ad&nchurt to the call far bids I f a prebid - eoafr.rcricc is not being held. progw. tive bidders call c-mail clucstiotls or comments In accordance with Section 6 of the Instructions to Bidders referenced above to the projcci` managers) oI the a -rnail addresses listed below. Emailed clucslions will sufFlc:e ays "quest ion s in writing" and the requireimnt to formily mail questions is suspnonded, ICii" nary., Adticnda will be issued punsurErtt to the I n 0 nr clions tii Bidders. CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject bids. CITY OF FORT WORT] I South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 101555 Temporarily Revised April 6, 2020 due to COVID19 Emergency 0011 13 INVITATION TO BIDDERS Page 3 of 3 AWARD City will award a contract to the Bidder presenting the lowest price, qualifications and competencies considered. INQUIRIES All inquiries relative to this procurement should be addressed to the following: Attn: J.T. Auldridge, PE, PMP, City of Fort Worth Email: JT.AuldridgeCa fottwotthtexas.gor Phone: 817-392-7252 AND/OR Attn: Jordan Everhart, HDR Email: Jordan. everhart(a,hdrinc.com Phone: 972-960-4400 U PRE SiON OF I TCRSEST Fo ensure bidders are kept up to date of any new In format Wn ]rcttffionI to this pipjemt or they COVI1)19 elrlergertcy deelm-Atioll, w; arnendtrd. as it may relate to this project. bidders are rt!q seed u1 entail Expressions of'in lerust in th is plucul-cmcnt En the 0ty P mjcx I Manager w4, the Das1gn Enginrc;.f. The emniI should irtclude the bidder's company name, contact person, tha14 indivitlttllis cinaiI address rand plione number. AI I Addenda wis I be distributed directly to those' who have expressed an knle !st In the pr icuremellt tend will also be posted in the City of Fort WTorth's pumhasing website at http`; fortworthtexas.govl'purchasing/ PLAN HOLDERS To ensure you are kept up to date of any new information pertinent to this project such as when an addenda is issued, download the Plan Holder Registration form to your computer, complete and email it to the City Project Manager or the De,sFg» The City Project Manager and design Engineer are responsible to upload the Plans Holder Registration form to the Plan Holders folder in BIM360. Mail your completed Plan Holder Registration form to those listed in INQUIRIES above. ADVERTISEMENT DATES Thursday, April 30, 2020 Thursday, May 7, 2020 END OF SECTION CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 101555 Temporarily Revised April 6, 2020 due to COVIDI9 Emergency SECTION 00 21 13 INSTRUCTIONS TO BIDDERS 1. Defined Terms 0021 13 INSTRUCTIONS TO BIDDERS Page I of 10 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 00 - GENERAL CONDITIONS. 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below which are applicable to both the singular and plural thereof. 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents. 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents whose principal place of business is not in the State of Texas. 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City (on the basis of City's evaluation as hereinafter provided) makes an award. 2. Copies of Bidding Documents 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations resulting from the Bidders use of incomplete sets of Bidding Documents. 2.2. City and Engineer in making copies of Bidding Documents available do so only for the purpose of obtaining Bids for the Work and do not authorize or confer a license or grant for any other use. 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 3.1. All Bidders and their subcontractors are required to be prequalified for the work types requiring prequalification at the time of bidding. Bids received from contractors who are not prequalified shall not be opened and, even if inadvertently opened, shall not be considered. Prequalification requirement work types and documentation are available by accessing all required files through the City's website at: httos:, Capps.fortworthtexas.t!ov/ProiectResources 3.1.1. Paving Requirements document located at; htt s:La s.fortworthtexas. ov/Pro'ectResources/ResourcesP/02%20- %20Con struction%2ODocuments/Contractor%2OPrequalifii cati_on/TPW %2OPaving %20Contractor%2OPre ualification%2OPro ram/PRE UALIFICATION%20RE UIREMENTS%20FOR%20PAVING%2000NTRACTORS_ 12 CITY OF FORT WORTH South Slayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 101555 Temporarily Revised Aptil 24, 2020 due to COVIDI9 Emergency 0021 13 INSTRUCTIONS TO BIDDERS Page 2 of 10 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at; h s:Ha s.fortworthtexas. ov/ProiectResources/ResourcesP/02%20- %20Construction%2ODocument s/Contractor%2OPrequalification/TPW%2ORoadwa %20and%20Pedestrian%20Li htin %20Pre ualiflcation%20Pro ram/STREET% 20LIGHT%20PREOUAL%20REQMNTS.pdf 3.1.3. Water and Sanitary Sewer — Requirements document located at; https:i/api2s.fortworthtexas. ov/ProjectResources/ResourcesP/02%20- %20Construction%2ODocuments/Contractor%2OPre ualificationAVater%20and%2 4S anitary %20S ewer%20Contractor%20Prequalification%20Pro gram/W S S%20pre, qual%20requiirements.pdf 3.2. Each Bidder, unless currently prequalified, must submit to City at least seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 45 11, BIDDERS PREQUALIFICATIONS. 3.2.1. Submission of and/or questions related to prequalification should be addressed to the City contact as provided in Paragraph 6.1. 3.2.2. i'L• MPORA RY 1}T1 O `,F.DU RES DUE TO CGV1D- E 9; A 13T &r whos( prequalificatiori has expired dtl17ng the time period where a valid ernergemy order is in place (federal, Statc. local) and ror 30 dayry past the expirotIon of the emergency arder with the Nilbcst cxpimiion date - by day and month, w i I l zol Rat' Zu101Y otienily dinquaIifled from havmS (tic 3idder's Reid opcned_ A Bidder in ,situation will have its bid ❑pcncd and read aloud and will be aIlowed 5 huslnes. days (close of business on the 5r` day) to submil a complete prequalification renewal paekrlge_ Failum to timely submit, or submittal of an ttleomplcte package, will render the Bidder's bid non-regptxmsive, If the prm:Rmhfit;atinn renewall dt>'euint±nIx show Iilti bidder as now not -qualified, thu bid will be rendered non- responsivc. A 13idder may rust use thix exception to seek a prequtllificaIion mutus yg%ater thud Ihht which was ill glace of -the. date of expirrllion. A Bidder who stieiCF5 to Increase its prequaliftaalion stanm rlll.tst fallow the traditional subttlival/ivview prtwcs5 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low bidder(s) for a project to submit such additional information as the City, in its sole discretion may require, including but not limited to manpower and equipment records, information about key personnel to be assigned to the project, and construction schedule, to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to deliver a quality product and successfully complete projects for the amount bid within the stipulated time frame. Based upon the City's assessment of the submitted information, a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the additional information, if requested, may be grounds for rejecting the apparent low bidder as non -responsive. Affected contractors will be notified in writing of a recommendation to the City Council. 3.4. In addition to prequalification, additional requirements for qualification may be required within various sections of the Contract Documents. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 101555 Temporarily Revised April 24, 2020 due to COVIDI9 Emergency 0021 13 INSTRUCTIONS TO BIDDERS Page 3 of 10 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 4.1. Before submitting a Bid, each Bidder shall: 4.1.1. Examine and carefully study the Contract Documents and other related data identified in the Bidding Documents (including "technical data" referred. to in Paragraph 4.2. below). No information given by City or any representative of the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and site conditions that may affect cost, progress, performance or furnishing of the Work. 4.1.3. Consider federal, state and Iocal Laws and Regulations that may affect cost, progress, performance or furnishing of the Work. 4.1.4. OMITTED 4.1.5. Study all: (i) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified in the Contract Documents as containing reliable "technical data" and (ii) reports and drawings of Hazardoi s Environmental Conditions, if any, at the Site that have been identified in the Contract Documents as containing reliable "technical data." 4.1.6. Be advised that the Contract Documents on file with the City shall constitute all of the information which the City will furnish. All additional information and data which the City will supply after promulgation of the formal Contract Documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. No information given by the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.7. Perform independent research, investigations, tests, borings, and such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction of the project. On request, City may provide each Bidder access to the site to conduct such examinations, investigations, explorations, tests and studies as each Bidder deems necessary for submission of a Bid. Bidder must fill all holes and clean up and restore the site to its former conditions upon completion of such explorations, investigations, tests and studies. CITY OF FORT WORTH South Stayton Street. Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 101555 Temporarily Revised April 24, 2020 due to COVIDI9 Emergency 0021 13 INSTRUCTIONS TO BIDDERS Page 4 of 10 4.1.8. Determine the difficulties of the Work and all attending circumstances affecting the cost of doing the Work, time required for its completion, and obtain all information required to make a proposal. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is understood that the submission of a proposal is prima -facie evidence that the Bidder has made the investigation, examinations and tests herein required. Claims for additional compensation due to variations between conditions actually encountered in construction and as indicated in the Contract Documents will not be allowed. 4.1.9. Promptly 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 in the Contract Documents, and the City shall be permitted to make such corrections or interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. 4.2. Reference is made to Section 00 73 00 Supplementary Conditions for identification of 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 Soil Borings, if any, on the plans are for 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 drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site that have been utilized by City in preparation of the Contract Documents. 4.2.3. copies of such reports and drawings will be made available by City to any Bidder on request. Those reports and drawings may not be part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in Paragraph 4.02. of the General Conditions has been identified and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion drawn from any "technical data" or any other data, interpretations, opinions or information. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) that Bidder has complied with every requirement of this Paragraph 4, (ii) that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and applying the specific means, methods, techniques, sequences or procedures of construction (if any) that may be shown or indicated or expressly required by the Contract Documents, (iii) that Bidder has given City written notice of all conflicts, errors, ambiguities and discrepancies in the Contract Documents and the written resolutions thereof by City are acceptable to Bidder, and when said conflicts, etc., have not been resolved through the interpretations by City as described in Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. CITY OF FORT WORTH South Stayton street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 101555 Temporarily Revised April 24, 2020 due to COVID19 Emergency 0021 13 INSTRUCTIONS TO BIDDERS Page 5 of 10 4A. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract Documents. 5. Availability of Lands for Work, Etc. 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for access thereto and other lands designated for use by Contractor in performing the Work are identified in the Contract.Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by Contractor. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by City unless otherwise provided in the Contract Documents. 5.2.Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- of-way, easements, and/or permits are not obtained, the City reserves the right to cancel the award of contract at any time before the Bidder begins any construction work on the project. 5.3. The Bidder shall be prepared to commence construction without all executed right-of- way, easements, and/or permits, and shall submit a schedule to the City of how construction will proceed in the other areas of the project that do not require permits and/or easements. 6. Interpretations and Addenda 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions received after this day may not be responded to. Interpretations or clarifications considered necessary by City in response to such questions will be issued by Addenda delivered to all parties recorded by City as having received the Bidding Documents. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. Address questions to: City of Fort Worth 200 Texas Street Fort Worth, TX 76102 Attn: JT Auldridge, Transportation and Public Works Department, City of Fort Worth Email: JT.Auldridge@fortworthtexas.gov Phone: 817-392-7252 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by City. CITY OF FORT WORTH South Stayton Street Rcaiignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CityProject No. 101555 Temporarily Revised April 24, 2020 due to COVID 19 Emergency 0021 13 INSTRUCTIONS TO BIDDERS Page 6 of 10 6.3. Addenda or clarifications may be posted via the City's electronic document management and collaboration system at http;//fortworthtexas.gov/purchasing� 6A. A prebid conference may be held at the time and place indicated in the Advertisement or INVITATION TO BIDDERS. Representatives of City will be present to discuss the Project. Bidders are encouraged to attend and participate in the conference. City will transmit to all prospective Bidders of record such Addenda as City considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. 7. Bid Security 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting the requirements of Paragraphs 5.01 of the General Conditions. 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award have been satisfied. If the Successful Bidder fails to execute and deliver the complete Agreement within 10 days after the Notice of Award, City may consider Bidder to be in default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all other Bidders whom City believes to have a reasonable chance of receiving the award will be retained by City until final contract execution. 8. Contract Times The number of days within which, or the dates by which, Milestones are to be achieved in accordance with the General Requirements and the Work is to be completed and ready for Final Acceptance is set forth in the Agreement or incorporated therein by reference to the attached Bid Form. 9. Liquidated Damages Provisions for liquidated damages are set forth in the -Agreement. 10. Substitute and "Or -Equal" Items The Contract, if awarded, will be on the basis of materials and equipment described in the Bidding Documents without consideration of possible substitute or "or -equal" items. Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or - equal" item of material or equipment may be furnished or used by Contractor if acceptable to City, application for such acceptance will not be considered by City until after the Effective Date of the Agreement. The procedure for submission of any such application by Contractor and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General Conditions and is supplemented in Section 01 25 00 of the General Requirements. 11. Subcontractors, Suppliers and Others CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 101555 Temporarily Revised April 24, 2020 due to COVID 19 Emergency 0021 13 INSTRUCTIONS TO BIDDERS Page 7 of 10 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 12-2011 (as amended), the City has goals for the participation of minority business and/or small business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The Bidder shall submit the MBE and SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor Waiver Form and/or Good Faith Effort Form with documentation and/or Joint Venture Form as appropriate. The Forms including documentation must be received by the City no later than 2:00 P.M. CST, on the second business day after the bid opening date. The Bidder shall obtain a receipt from the City as evidence the documentation was received. Failure to comply shall render the bid as non- responsive. 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person or organization against whom Contractor has reasonable objection. 12. Sid Form 12.1. The Bid Form is included with the Bidding Documents; additional copies may be obtained from the City. 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form signed in ink. Erasures or alterations shall be initialed in ink by the person signing the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit price item listed therein. In the case of optional alternatives, the words "No Bid," "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, written in ink in both words and numerals, for which the Bidder proposes to do the work contemplated or furnish materials required. All prices shall be .written legibly. In case of discrepancy between price in written words and the price in written numerals, the price in written words shall govern. 12.3. Bids by corporations shall be executed in the corporate name by the president or a vice-president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed. The corporate address and state of incorporation shall be shown below the signature. 12.4. Bids by partnerships shall be executed in the partnership name and signed by a partner, whose title must appear under the signature accompanied by evidence of authority to sign. The official address of the partnership shall be shown. below the signature. 12.5. Bids by limited liability companies shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm shall be shown. 12.6. Bids by individuals shall show the Bidder's name and official address. 12.7. Bids by joint ventures shall be executed by each joint venture in the manner indicated on the Bid Form. The official address of the joint venture shall be shown. 12.8. All names shall be typed or printed in ink below the signature. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 101555 Temporarily Revised April 24, 2020 due to COVIDI9 Emergency 0021 13 INSTRUCTIONS TO BIDDERS Page S of 10 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form. 12.10. Postal and e-mail addresses and telephone number for communications regarding the Bid shall be shown. 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance to State Law Non Resident Bidder. 13. Submission of Bids Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, addressed to Purchasing Manager of the City, and shall be enclosed in an opaque sealed envelope, marked with the City Project Number, Project title, the name and address of Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation 'BID ENCLOSED" on the face of it. 14. Modification and Withdrawal of Bids 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office cannot be withdrawn prior to the time set for bid opening. A request for withdrawal must be made 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 for withdrawal are opened and publicly read aloud, the Bids for which a withdrawal request has been properly filed may, at the option of the City, be returned unopened. 14.2. Bidders may modify their Bid by electronic communication at any time prior to the time set for the closing of Bid receipt. 15. Opening of Bids Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An abstract of the amounts of the base Bids and major alternates (if any) will be made available to Bidders after the opening of Bids. 16. Bids to Remain Subject to Acceptance All Bids will remain subject to acceptance for the time period specified for Notice of Award and execution and delivery of a complete Agreement by Successful Bidder. City may, at City's sole discretion, release any Bid and nullify the Bid security prior to that date. 17. Evaluation of Bids and Award of Contract CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 10 15 55 Temporarily Revised April 24, 2620 due to COVIDI9 Emcrgency 0021 13 INSTRUCTIONS TO BIDDERS Page 9 of 10 17.1. City reserves the right to reject any or all Bids, including without limitation the rights to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids and to reject the Bid of any Bidder if City believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive. or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by City. City also reserves the right to waive informalities not involving price, contract time or changes in the Work with the Successful Bidder. Discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices_ Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words. 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists among the Bidders, Bidder is an interested party to any litigation against City, City or Bidder may have a claim against the other or be engaged in litigation, Bidder is in arrears on any existing contract or has defaulted on a previous contract, Bidder has performed a prior contract in an unsatisfactory manner, or Bidder has uncompleted work which in the judgment of the City will prevent or hinder the prompt completion of additional work if awarded. 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations must be submitted as provided in the Contract Documents or upon the request of the City. City also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.3. City may conduct such investigations as City deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents to City's satisfaction within the prescribed time. 17.4. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and responsive Bidder whose evaluation by City indicates that the award will be in the best interests of the City. 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than the lowest bid submitted by a responsible Texas Bidder by the same amount that a Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 101555 Temporarily Revised April 24, 2020 due to COVIDI9 Emergency 0021 13 INSTRUCTIONS TO BIDDERS Page 10of10 17.7. A contract is not awarded until formal City Council authorization. If the Contract is to be awarded, City will award the Contract within 90 days after the day of the Bid opening unless extended in writing. No other act of City or others will constitute acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by the City. 17.7.1. The contractor is required to fill out and sign the Certificate of Interested Parties Form 1295 and the form must be submitted to the Project Manager before the contract will be presented to the City Council. The form can be obtained at httys://www.ethics.state.tx.us/data/forms/1295/t295.i)df 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 18. Signing of Agreement 18.1. When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement. Within 14 days thereafter Contractor shall sign and deliver the required number of counterparts of the Agreement to City with the required Bonds, Certificates of Insurance, and all other required documentation. 18.2. Failure to execute a duly awarded contact may subject the Contractor to penalties. 18.3. City shall thereafter deliver one fully signed counterpart to Contractor. END OF SECTION CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 101555 Temporarily Revised April 24, 2020 due to COVID19 Emergency 003215-0 CONSTRUCTION PROGRESS SCHEDULE.. SECTION 00 32 15 CONSTRUCTION PROJECT SCHEDULE PART1- GENERAL 1.1 SUMMARY Page I of 10 A. Section Includes: 1. General requirements for the preparation, submittal, updating, status reporting and management of the Construction Project Schedule B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I — General Requirements D. Purpose The City of Fort Worth (City) is committed to delivering quality, cost-effective infrastructure to its citizens in a timely manner. A key tool to achieve this purpose is a properly structured schedule with accurate updates. This supports effective monitoring of progress and is input to critical decision making by the project manager throughout the life of the project. Data from the updated project schedule is utilized in status reporting to various levels of the City organization and the citizenry. This Document complements the Citys Standard Agreement to guide the construction contractor (Contractor) in preparing and submitting acceptable schedules for use by the City in project 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 Scheduler) responsible for developing and updating the schedule and preparing status reporting as required by the City. 1.2 PRICE AND PAYMENT PROCEDURES 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. 2. Non-compliance with this specification is grounds for City to withhold payment of the Contractor's invoices until Contractor achieves said compliance. 1.3 REFERENCES A. Project Schedules Each project is represented by City's master project schedule that encompasses the entire scope of activities envisioned by the City to properly deliver the work. When the City contracts with a Contractor to perform construction of the Work, the Contractor CITY OF FORT WORTH South Stayton Street Realignment STANDARD SPECIFICATION City Project No. 101555 Revised JULY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 2 or 10 will develop and maintain a schedule for their scope of work in alignment with the City's standard schedule requirements as defined herein. The data and information of each such schedule will be leveraged and become integral in the master project schedule as deemed appropriate by the City's Project Control Specialist and approved by the City's Project Manager. Master Project Schedule The master project schedule is a holistic representation of the scheduled activities and milestones for the total project and be Critical Path Method (CPM) based. The City's Project Manager is accountable for oversight of the development and maintaining a master project schedule for each project. When the City contracts for the design and/or construction of the project, the master project schedule will incorporate elements of the Design and Construction schedules as deemed appropriate by the City's Project Control Specialist. The assigned City Project Control Specialist creates and maintains the master project schedule in P6 (City's scheduling software). 2. Construction Schedule The Contractor is responsible for developing and maintaining a schedule for the scope of the Contractor's contractual requirements. The Contractor will issue an initial schedule for review and acceptance by the 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 of their schedule (Progress Schedule) to the City at the end of each month throughout the life of their work. B. Schedule Tiers The City has a portfolio of projects that vary 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 City's Project Manager determines the appropriate schedule tier for each project, and includes that designation and the associated requirements in the Contractor's scope of work. The following is a summary of the "tiers". 1. Tier 1: Small Size and Short Duration Project (design not required) The City develops and maintains a Master Project Schedule for the project. No schedule submittal is required from Contractor. City's Project Control Specialist acquires any necessary schedule status data or information through discussions with the respective party on an as -needed basis. 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 Project Manager at the kickoff of their work effort. The Contractor issues to the City, updates to the "start" and "finish" dates for such milestones at the end of each month throughout the life of their work on the project. 3. Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration The City develops and maintains a Master Project Schedule for the project. The Contractor develops a Baseline Schedule and maintains the schedule of their respective scope of work on the project at a level of detail (generally Level 3) and in CITY OF FORT WORTH South Stayton Street Realignment STANDARD SPECIFICATION City Project No. 101555 Revised DULY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 10 alignment with the WBS structure in Section 1.4.H as agreed by the Project Manager. The Contractor issues to the City, updates of their respective schedule (Progress Schedule) at the end of each month throughout the life of their work on the project. C. Schedule Types Project delivery for the City utilizes two types of schedules as noted below. The City develops and maintains a Master Project Schedule as a "baseline" schedule and issue monthly updates to the City Project Manager (end of each month) as a "progress" schedule. The Contractor prepares and submits each schedule type to fulfill their contractual requirements. Baseline Schedule The Contractor develops and submits to the City, an initial schedule for their scope of work in alignment with this specification. Once reviewed and accepted by the City, it becomes the "Baseline" schedule and is the basis against which all progress is measured. The baseline schedule will be updated when there is a change or addition to the scope of work impacting the duration of the work, and only after receipt of a duly authorized change order issued by the City_ In the event progress is significantly behind schedule, the City's Project Manager may authorize an update to the baseline schedule to facilitate a more practical evaluation of progress. An example of a Baseline Schedule is provided in Specification 00 32 15.1 Construction Project Schedule Baseline Example. 2. Progress Schedule The Contractor updates their schedule at the end of each month to represent the progress achieved in the work which includes any impact from authorized changes in the work. The updated schedule must accurately reflect the current status of the work at that point in time and is referred to as the "Progress Schedule". The City's Project Manager and Project Control Specialist reviews and accepts 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 working days after receipt of non -acceptance notification. An example of a Progress Schedule is provided in Specification 00 32 15.2 Construction Project Schedule Progress Example. 1.4 CITY STANDARD SCHEDULE REQUIREMENTS The following is an overview of the methodology for developing and maintaining a schedule for delivery of a project. A. Schedule Framework The schedule will be based on the defined scope of work and follow the (Critical Path Methodology) CPM method. The Contractor's schedule will align with the requirements of this specification and will be cost loaded to reflect their plan for execution. Overall schedule duration will align with the contractual requirements for the respective scope of work and be reflected in City's Master Project Schedule. The Project Number and Name of the Project is required on each schedule and must match the City's project data. B. Schedule File Name CITY OF FORT WORTH South Stayton Street Realignment STANDARD SPECIFICATION City Project No. 101555 Revised JULY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCHEDULF. Page 4 of 10 All schedules submitted to the City for a project will have a file name that begins with the City's project number followed by the name of the project followed by baseline (if a baseline schedule) or the year and month (if a progress schedule), as shown below. u Baseline Schedule File Name Format: City Project Number Project Name _Baseline Example: 101376 North Montgomery Street HMAC Baseline 0 Progress Schedule File Name Format: City Project Number Project Name _YYYY-MM Example: 101376 North Montgomery Street HMAC 2018_01 Project Schedule Progress Narrative File Name Format: City Project Number _Project Name PN YYYY-MM Example: 101376 North Montgomery Street HMAC PN_2018_01 C. Schedule Templates The Contractor will utilize the relevant sections from the City's templates provided in the City's document management system as the basis for creating their respective project schedule. Specifically, the Contractor's schedule will align with the layout of the Construction section. The templates are identified by type of project as noted.below. ® Arterials a Aviation • Neighborhood Streets ® Sidewalks (later) o Quiet Zones (later) • Street Lights (later) ® Intersection Improvements (later) o Parks ® Storm water • Street Maintenance ® Traffic • Water D. Schedule Calendar The City's standard calendar for schedule development purposes is based on a 5-day workweek and accounts for the City's eight standard holidays (New Years, Martin Luther King, Memorial, Independence, Labor, Thanksgiving, day after Thanksgiving, Christmas). The Contractor will establish a schedule calendar as part of the schedule development 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 calendar must be resolved prior 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 is the basis for the development of the schedule activities and shall be imbedded and depicted in the schedule. CITY OF FORT WORTH South Slayton Street Realignment STANDARD SPECIFICATION City Project No. 101555 Revised JULY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 10 The following is a summary of the standards to be followed in preparing and maintaining a schedule for project delivery. Contractor is required to utilize the City's WBS structure and respective project type template for "Construction" as shown. in Section 1.4.11 below. Additional activities may be added to Levels 1 - 4 to accommodate the needs of the organization executing the work. Specifically the Contractor will add activities under WBS XXXXXX.80.83 "Construction Execution" that delineates the activities associated with the various components of the work. 2. Contractor is required to adhere to the City's Standard Milestones as shown in Section 1.4.I below. Contractor will include additional milestones representing intermediate deliverables as required to accurately reflect their scope of work. F. Schedule Activities Activities are the discrete elements of work that make up the schedule. They will be organized under the umbrella of the WBS. Activity descriptions should adequately describe the activity, and in some cases the extent of the activity. All activities are logically tied with a predecessor and a successor. The only exception to this rule is for "project start" and "project finish" milestones. The activity duration is based on the physical amount of work to be performed for the stated activity, with a maximum duration of 20 working days. If the work for any one activity exceeds 20 days, break that activity down incrementally to achieve this duration constraint. Any exception to this requires review and acceptance by the City's Project Control Specialist. G. Change Orders When a Change Order is issued by the City, the impact is incorporated into the previously accepted baseline schedule as an update, to clearly show impact to the project timeline. The Contractor submits this updated baseline schedule to the City for review and acceptance as described in Section 1.5 below. Updated baseline schedules adhere to the following: 1. 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 submitted by the Contractor within ten workdays after the date of receipt of the approved Change Order. The changes in logic or durations approved by the City are used to analyze the impact of the change and is included in the Change Order. The coding for'a new activity(s) added to the schedule for the Change Order includes the Change Order number in the Activity ID. Use as many activities as needed to accurately show the work of the Change Order. Revisions to the baseline schedule are not effective until accepted by the City. H. City's Work Breakdown Structure CITY OF FORT WORTH South Stayton Street Realignment STANDARD SPECIFICATION City Project No. 101555 Revised JULY 20, 2018 00 32 15 - 0 CONSTRUCTION PROGRESS SCHEDULE Page 6 of 10 WBS Code WBS Name XXXXXX Project Name XXXXXX.30 Design XXXXXX.30.10 Design Contractor Agreement XXXXXX.3020 Conceptual Design (30%) XXXXXX.30.30 Preliminary Design (60%) XXXXXX.30.40 Final Design XXXXXX.30.50 Environmental XXXXXX.30.60 Permits XXXXXX.30.60.10 Permits - Identification XXXXXX.30.60.20 Permits - Review/Approve XXXXXX.40 ROW & Easements XXXXXX.40.10 ROW Negotiations XXXXXX.40.20 Condemnation XXXXXX.70 Utility Relocation XXXXXX.70.10 Utility Relocation Co-ordination XXXXXX.80 Construction XXXXXX.80.81 Bid and Award XXXXXX.80.83 Construction Execution XXXXXXX.80.85 Inspection XXXXXX.80.86 Landscaping XXXXXX.90 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 project that mark critical points in time) are of particular interest to the City and must be reflected in the project schedule for all phases of work. _Activity ID Activity Name Design, 3020 Award Design Agreement 3040 Issue Notice To Proceed - Design Engineer 3100 Design Kick-off Meeting 3120 Submit Conceptual Plans to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3150 Peer Review Meeting/Design Review meeting (technical) 3160 Conduct Design Public Meeting #1 (required) 3170 Conceptual Design Complete 3220 Submit Preliminary Plans and Specifications to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3250 Conduct Design Public Meeting #2 (required) 3260 Preliminary Design Complete CITY OF FORT WORTH South Stayton Street Reatignment STANDARD SPECIFICATION City Project No. 101555 Revised JULY 20, 2019 0032 15 - 0 CONSTRUCTION PROGRESS SCHEDULE Page 7 of 10 3310 Submit Final Design to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3330 Conduct Design Public Meeting #3 (if required) 3360 Final Design Complete ROW & Easements 4000 Right of Way Start 4230 Right of Way Complete Utility Relocation 7000 Utilities Start 7120 Utilities Cleared/Complete Construction Bid and Award 8110 Start Advertisement 8150 Conduct Bid Opening 8240 Award Construction Contract Construction Execution 8330 Conduct Construction Public Meeting #4 Pre -Construction 8350 Construction Start 8370 Substantial Completion 8540 Construction Completion 9130 Notice of Completion/Green Sheet 9150 Construction Contract Closed 9420 Design Contract Closed 1.5 SUBMITTALS A. Schedule Submittal & Review The City's Project Manager is responsible for reviews and acceptance of the Contractor's schedule. The City's Project Control Specialist is responsible for ensuring alignment of the Contractor's baseline and progress schedules with the Master Project Schedule as support to the City's Project Manager. The City reviews and accepts or rejects the schedule within ten workdays of Contractor's submittal. Schedule Format The Contractor will submit each schedule in two electronic forms, one in native file format (.xer, .xml, .mpx) and the second in a pdf format, in the City's document management system in the location dedicated for this purpose and identified by the Project Manager. In the event the Contractor does not use Primavera P6 or MS Project for scheduling purposes, the schedule information must be submitted in .x1s or .xtsx format in compliance with the sample layout (See Specification 00 32 115.1 Construction Project Schedule Baseline Example), including activity predecessors, successors and total float. 2. Initial & Baseline Schedule The Contractor will develop their schedule for their scope of work and submit their initial schedule in electronic form (in the file formats noted above), in the City's document management system in the location dedicated for this purpose within ten workdays of the Notice of Award. CITY OF FORT WORTH South Stayton Street Realignment STANDARD SPECIFICATION City Project No. 10 15 55 Revised JULY 20, 2018 0032 € 5 - 0 CONSTRUCTION PROGRESS SCHEDULE Page 8 of 10 The City's Project Manager and Project Control Specialist review this initial schedule to determine alignment with the City's Master Project Schedule, including format & WBS structure. Following the City's review, feedback is provided to the Contractor for their use in finalizing their initial schedule and issuing (within five workdays) their Baseline Schedule for final review and acceptance by the City. 3. Progress Schedule The Contractor will update and issue their project schedule (Progress Schedule) by the last day of each month throughout the life of their work on the project. The Progress Schedule is submitted in electronic form as noted above, in the City's document management system in the location dedicated for this purpose. The City's Project Control team reviews each Progress Schedule for data and information that support the assessment of the update to the schedule. In the event data or information is missing or incomplete, the Project Controls Specialist communicates directly with the Contractor's scheduler for providing same. The Contractor re -submits the corrected Progress Schedule within 5 workdays, following the submittal process -noted above. The City's Project Manager and Project Control Specialist review the Contractor's progress schedule for acceptance and to monitor performance and progress. The following list of items are required to ensure proper status information is contained in the Progress Schedule. • Baseline Start date • Baseline Finish Date • % Complete • Float • Activity Logic (dependencies) • Critical Path • Activities added or deleted • Expected Baseline Finish date • Variance to the Baseline Finish Date B. Monthly Construction Status Report The Contractor submits a written status report (referred to as a progress narrative) at the end of each month to accompany the Progress Schedule submittal, using the standard format provided in Specification 00 32 15.3 Construction Project Schedule Progress Narrative. The content of the Construction Project Schedule Progress Narrative should be concise and complete to: • Reflect the current status of the work for the reporting period (including actual activities started and/or completed during the reporting period) • Explain variances from the baseline on critical path activities • Explain any potential schedule conflicts or delays • Describe recovery plans where appropriate • Provide a summary forecast of the work to be achieved in the next reporting period. C. Submittal Process CITY OF FORT WORTH South Stayton Street Realignment STANDARD SPECIFICATION City Project No. 101555 Revised JULY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 9of10 • Schedules and Monthly Construction Status Reports are submitted in Buzzsaw following the steps outlined in Specification 00 32 15.4 Construction Project Schedule Submittal Process. • Once the project 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. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. The person preparing and revising the Contractor's Project Schedule shall be experienced in the preparation of schedules of similar complexity. B. Schedule and supporting documents addressed in this Specification shall be prepared, updated and revised to accurately reflect the performance of the Contractor's scope of work. C. The Contractor is responsible for the quality of all submittals in this section meeting the standard of care for the construction industry for similar projects. 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] 1.13 ATTACHMENTS Spec 00 32 15.1 Construction Project Schedule Baseline Example Spec 00 32 15.2 Construction Project Schedule Progress Example Spec 00 32 15.3 Construction Project Schedule Progress Narrative Spec 00 32 15.4 Construction Project Schedule Submittal Process PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION CITY OF PORT WORTH South Stayton Street Realignment STANDARD SPECIFICATION City Project No. 101555 Revised JULY 20, 2018 0032 15 - 0 CONSTRUCTION PROGRESS SCHEDULE Pagc 10 of 10 Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue CITY OF FORT WORTH South Stayton Street Realignment STANDARD SPECIFICATION City Project No. 101555 Revised JULY 20, 2018 00 35 13 BID BOND Page 1 of 1 SECTION 00 35 13 CONFLICT OF INTEREST STATEMENT Each bidder, offeror or respondent (hereinafter referred to as "You") to a City of Fort Worth procurement may be required to complete a Conflict of Interest Questionnaire (the attached CIO Form) and/or a Local Government Officer Conflicts Disclosure Statement (the attached CIS Form) pursuant to state law. You are urged to consult with counsel regarding the applicability of these forms to your company. The referenced forms may be downloaded from the links provided below. hftp://www.ethics.state.tx.us/forms/CIQ.pdf http://www.ethics.state.tx.uMormsYCIS.Pdf ❑ CIO Form does not apply El CIO Form is on file with City Secretary ❑ CIO Form is being provided to the City Secretary ❑ CIS Form does not apply Lp CIS Form is on File with City Secretary ❑ CIS Form is being provided to the City Secretary BIDDER: 2L Construction, L.L.C. By: Chip Fisher PO Box 397 Signature: Rhome, TX 76078 Title: President END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS South Stayton Street Realignment Form Revised 20171109 City Project No. 101555 TO: The Purchasing Manager c/o: The Purchasing Division 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: City Project No.: 101555 Units/Sections: 1. Enter Into Agreement SECTION 00 41 00 BID FORM South Slayton Street Realignment 00 41 00 BID BOND Page 1 of 3 The undersigned Bidder proposes and agrees, if this Bid is acceptedr to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this 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 directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder 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 the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. c. 'collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non- competitive levels. d. "coercive practice" means harming or threatening to harm, directly or Indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS South Slayton Street Realignment Form Revised 20171109 City Project No. 101555 00 41 00 BID BOND Page 2 of 3 3. Prequa[ification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Concrete b. Electrical C. d. 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 180 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work (and/or achievement of Milestones) within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the Genera[ Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 3513 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS South Slayton Street Realignment Form Revised 20171109 City Project No. 101555 00 41 00 BID BOND Page 3 of 3 6.3. Evaluation of Alternate Bid items <use this if applicable, otherwise delete> Total Base Bid <use this if applicable, otherwise delete $743,878.64 Alternate Bid <use this if applicable, otherwise $0.00 Deductive Alternate<use this if applicable, otherwise $0.00 Additive Alternate <use this if applicable, otherwise $0.00 Total Bid $743,878.64 7. Bid Submittal This Bid is submitted on June 11, 2020 Respectfully submitted, By:_ (Signature) Chip Fisher (Printed Name) Title: President Company: 2L Construction, L.L.C. Address: PO Box 397 Rhome, TX 76078 State of Incorporation: Texas Email: chip (921constructton.com Phone: 940-433-2670 END OF SECTION by the entity named below. Receipt is acknowledged of the following Addenda: Initial Addendum No. 1: CF Addendum No. 2: CF Addendum No. 3: CF Addendum No. 4: CF Corporate Seal: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20171109 South Slayton Street Rearignment City Project No. 101555 Everhart, Jordaff-. From: Sent: To - Subject: Auldridge, JT <JT.Auldridge@fortworthtexas.gov> Wednesday, July 8, 2020 5:30 PM Everhart, Jordan FW: South Stayton Street Realignment (CPN 101555) 1-. , . [EXTERNAL] Thls email originated fi-orn oulslde of the organlza rion. Ua not slick links or open attachments unless you r"ugolze the sender'and know the content is safe_ Jordan — You'll need to print this email and include it in the contract books right after the bid proposal. J.T. Auldridge, PE, PMP Transportation and Public Works Department Office Phone: 817-392-7252 Cell Phone: 817-905-2195 JT. Auldridge Gfortwgrthtexas.gov From: chip@21construction.com [mailto:chip@21construction.comj Sent: Tuesday, June 30, 2020 2:30 PM To: Auldridge, IT <JT.Auld ridge @fortwo rthtexas.gov> Cc. chase@ 21-construction.com; Lopez, Raul <Raul.LopezRoura@fortworthtexas.gov>; Lawson, Amber <Amber.Lawson @fortworthtexa5.gov> Subject: RE: South Stayton Street Realignment (CPN 101555) WARNING: The sender of this emall Could not be validated and mjy not match the person In th a "From" Bald. t . . This email Originated from out5lde of the City of dart Worth email system. Do not click ifny links or open attach mients unless you recogolze the sender acid know the convert is safe. IT, Yes the time of completion should have been 120 days. I am not sure why it would have said something different. Chip Fisher, Project Manager 2L Construction LLC PO Box 397, Rhome, TX 76078 P-940-433-2670 Fax-940-433-2120 From: Auldridge, IT <JT.Auldridge@fortworthtexas.gov> Sent: Friday, June 26, 2020 4:31 PM To: chip,@);;-Iconstruction.com Cc:"chase@2Lconstruction.com; Lopez, Raul <Raul.LopezRoura@fortworthtexas.gay>; Lawson, Amber <Amber.Lawson CDfortworthtexas.gov.> Subject: South Stayton Street Realignment (CPN 101555) Good afternoon Chip. During preparation of the bid tabulation for this project, a discrepancy was discovered between the 2L Construction submittal and Section 4.1 of Specification 00 4100 Bid Form. Tne time of completion tor the Work shall be 120 days per the City's advertisement; however, the time of completion shown in the 2L Construction submittal is 180 days. Please acknowledge that the Time of Completion for the project is 120 days. J.T. Auldridge, PE, PMP Transportation and Public Works Department Office Phone: 817-392-7252 Cell Phone: 817-905-2195 JT.Auldridgc@fortworthtexas.gov City of Fort Worth — Working together to build a strong community FORT WORTH. END OF SECTION! SECTION Do 42 40 PROPOSAL FORM UNIT PRICE BID Bidder's Application 90424a mono D Fay IUf2 Projei! hem fn€-malign Hidders Praptunl BLJIIst Rent- Na lleacrfplion Spceifration Seckm Unit o€hi,�sure Hid Qu..lil Y Unit Price Bid Value UNIT 1t'PAVfI+(GiAfPROVBh16NT5 1 0(70.tl11)0 Afubilim6m 017B 00 ' IS '1 5r.6 a€Total ,300.130 z 0171.010E ConsN-lion Srakin OF 7f 23 IS t SI l,ODO.W ,7I011.00 1 0171.0102 AsBuiltSuns 017173 LS 1 S1,650.00 hfi50.W IS4.940M 4 02JI.0100 L a.M-Sid Ma.lk(f1x0 024113 SF 4aE6 S0.50 .208.DO 5 0241,0300 Remora AOA Ram 024113 EA 5 S250.00 ,25D.00 6 0241.0401 Remove Cane P+mt 0241 IS SY 1152 MOO ,408.00 7 0241.1200 Rcm-Brick P+�m 024115 SY k10 S44.00 8 024E.1700 Remove: Can. C-UGuuer 0241. 1S Lc 80 S1L OD S 880,(10 9 3110.010E Sile Clemin.- 31 1000 LS L S100.00 S 300A LO 3110.0102 6'-I£Trco Remo+af 31 1000 EA 5 S-M)BB S 2,350.00 11 3123.0101 Tite"ifted Exca u.by Plan 312316 CY WAS S3100 S 36,701.15 12 3124.0101 Emba.butal V.Piau 312400 CY 4.34 S41.00 S 177.94 13 3211.040(1 Ilpf-led Lint 4030 M) 32 11 29 TN 20.85 MOM S 3,961.50 14 3211.0501 6'Lime Treauncm(Smytnn Re•aliRnmenl) 321129 SY 1-190 S21.DO S 29,190.00 15 3212.04016'-Mhalt Nut(HMAC Trarssitinn) 3Z 1216 TN 4.76 526.110 S 113.76 16 3213.0I01 6" Cwce P+mt(SW1ien R-lij I hood-y t G71rb) 321 13 SY 1346 $56,01) $ 75,376.00 17 3213.0501 Barrier Fraa Ram . TgcR-1 321320 Elk 3 $2,200.00 S 11,000.00 18 37tCO 1 6" Cmc Curb and (inter 321613 LE 82 525.00 S 2.050.00 19 3291ALOD To 1 }29l 19 CY 51 S64.0D S 3,264.GO 20 13292AIDD Block Sod Plu mcnt 129213 SY III SI6dq S 076-00 21 1305.0107 Mmhole,W-usunrnl, Tlinw 130514 EA l 573D.00 S 1- 22 9999,OOnl Cmsuuc4iwl All-nw` 007200 EA 50000 S1.0O s 5%oliu00 23 9999.0002 Rernmx & Reinstall Paws (Frmn Mdenalk and Lake ruck)' n0 00 00 SF S645 $5.00 5 28,225.01E 24 9999E 0W3 Sid-alk Red Rd& Pall.(Tdat Prn cd Pa+rra-Eafsling Pass)• 20 n(1-Go SF 1034 S19.W S 19,616.01E 25 9999.D004 5'fur Siimx 11clP.-s• 00 00 01) SY 716 S54,00 S 39,664.00 26 9999.(005 Tfulch(3- U d1)' DO 0000 CY 40 $64.01) S 2560.00 27 9999.0006 PORT ClB IIN5T,1LL 8: REMUVE]i1.OlV PROFf1.G11TY 21` On Do on LF 290 S17.IA S 9.240.00 ()NET III DRAINAGE UNIT Ill. TRAFFICSIGNALS AM LIGHTING 28 2605.30112" Cwldui4 PVC Sch 40 (Trench) 2 05 33 iP 210 131) S20.00 $4.200,00 29 2605.30122"Ccnduk PVCSch40(13-e) 200533 LF S39.00 S5.070.00 30 2W,30152'CONDTPVC SCH 80 M 260533 LF 50 520.01E SLODD.00 31 2605.3016 2' (7ONDT PVC SCH 80 /B) 260533 1_F 780 $39,0D S30,420.00 32 2605.30253' CPNDT PVC SCH 90(TI 260533 LF 115 S25.00 S2.875.00 33 2605.30263" CONDT PVC SCH 30413) 260533 LF 225 564.00 $14,400110 34 3441.1001 MW Sienal lfead Awnibly 3441 10 EA 10 S1,320.110 S13.209.00 35 -Aluminum Vented Rack Prate (12-) IS110- 3441 In EA 12 $llOpO S1,3ID.00 36 3.141.(Oil R•d&-1 H�.d,%cstjnbly 344110 -PI EA 4 S935.00 S3,740.00 37 3441.10212' Ved Push MbfStatim W AR- 34411n 4 SE.530A0 S6,k20.00 38 344L 103E Audible Pcd Pusbbatton Slatim 3441 LO l:,\ 4 SL530.(p S6,L20,00 39 3441.1215 FumishRnstall li erid ➢efWim SY.SlOn 3441 14) 1 APR 4 58,635.00 534.540.00 40 3441.1217 F..nil losmil lT tdd Ddeclim C ble 34,11 10 LF 655 $4.00 $2.620.00 41 3441.122 F.-hM.m.1i Made 711 Proem Lkw Wrremr 3441 10 G.t 2 S2,405.00 S4.810A0 42 3,W1.1224 FLrnishllnsmll Lheem lion Cable 344110 LF 340 SL65 S561.00 43 3441. 13141C 14 A3YG A1u[[i-Cmdu Mar Cable 344E 10 LF 60 $1.75 e 44 3441.13115IC f4AWG hlufi-C duct -Cable 344110 Lle 390 S1.90 O 45 3441.1312 WC 14 A3VG bluld-Conducror Cable 344110 LF 27tl - S2.00 046 3441,1314101C 14 A3VG Multi-Cunducbv Cable 344110 LF. 725 $150 5047 3441.131520fC 14 AIVG AtuhL-Candudw Cable 344110 LF 425 56.00 d$;54OM 0048 3441.132231C 14AWG Mu10-Coadut'LorCoble 344I10 L11 745 SIM 049 3441.I4DING 6 Insulated El-Cmdr 344I 10 LF 240 52.00 nSn 3441.1409 NO 81ns wed Flv Cm& 344110 LF YM SI.SO 8)51 3441,1413 N 76Ha ElecCoadySLIT 344110 LF 120 S2.00 0SZ MI.1414 NO 8 Bare Hoc Cwulr LF 1725 $2,W .0 53 3441.1502 Ground B-T •D 344110 EA 9 S1,386.00 S12'474'00 54 3441.1601 Fumtsh0nson Y W&suian Push Buum Vote 33 41 10 EA .1 S880.00 S880.00 55 3441.1603 Fumblin.siall l0'- 14'Rd Pbleksmibly 344110 EA I S1,133.00 S033.00 56 3".1611 FirmishTlnstall Type 41 Sienal Pde 344110 EA ] _ $6,842.00 $6.842.00 57 M L1613Furnishilwiall'1 43Si nall+olc 3441 10 EA E $7,71MM S7,300.011 58 3441.1615F,-m hlfnslall •45Si nal Polo 3441 le FA ] S91950.00 S9,95D.0D 59 3441.1623 FumislOussall hlnsr Ann 16' - 36' 344110 EA 1 53.000.00 S3,600.00 60 3441A624(-Lmishllnswfl blast Arm -BY -48' 344110 EA 1 S5,I0D.IX1 S5,100.00 6l 3441.1625 Fumbhllnslah blast A"ll 5T-6w 344110 HA I 55,7(10.OD S5,700A0� 62 3441.170E TY 1 5' nal FounJalism 344110 EA 2 S1,320.00 52.640.00 63 3441A703 TY 3 Si nat Foundatfm 34 41 10 RA\ L S5.280.n0 S5,280.110 64 3441.1704TY4Si nal Faundalfal 3441 10 HA I 56.050.n0 S6,05D.00 65 3441.1705 TY 5 Signal Nunda0m 344I 10 EA t $7,150.00 $7,150,00 66 3441.1764 Furnish and Inslall Rdwy Ilium Foundalion TY 18 344E 20 EA 6 51,2I0.00 $7,260.00 67 344L.2002Dis Full Trnlfesi nll•`• 344113 EA I S11,330A0 S11,130.00 65 3441.311 Install Li hlfn finure•••• 3441241 EA 3 $711.00 S2,145.00 @3 144E.3027 P1,mish mJLnsls115 •cWL Meandl-umi.Aw 344126 BA S3,650.00 S21,9m.to 70 3441.3201 LED Li hli Finlure`•`• 14 41 24J BA 3 S715.00 $2,145.00 72 71F3471.002 Ibmim lldw ll loll MiIIIAla Furnish/Install Alum Sin Ma tA- Tlnunt 344E 20 Er\ 2 S55O.00 $2,200.00 $7,150.00 344130 HA 13 73 Ins4.11,\lum Sign Ea Me Mount 344130 EA 5 S195DO S2,475.00 74 Traffic Crntrol 34 71 13 MONTHS 4 S1.930.00 $7.720.00 75 5lble bleasa. S n 347213 WIC 16 WI5.W SE1.440.00 76 CA35e Cable• •`•.. [F 2,t0 S3.3077 ISIC 14 AWG M.IIi-Cmduaor Cable` 14454.00 $2.820.0078 Won T.A-,c Si nal"•"' 3a 4f 10 EA jE S23.650.00 S21,650.00 HNETIVILANDSCAPE CfiYOF FORT Y10RTR STAlIRhRDCW75TAnCtidl SPECIFICATION oaeuh ENTS SanhSlaiunpq th,tofm i .n.ted20111109 CilyPrq'4M h10. 4afsa SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application M4243 B10 R15nb Pa} 2 al2 l'rojcel 1Lem Inlnnnalion Bid(Ws Prolwsal lfidlist Item No. Vacriplion 51x�ciftca(inn Swim ND. UR16 of AT Owe 13€d Quanl€fY Unil Prig. Did Val= IV'P 1VJ 1 'Y VNIT Vt 51"AiG6 A NIP PAviGAIMT HATIKINGS Ti 8U 321T.UIO 44"'iLl) ILLT 114r .330,fW 4°S11.P C'Yrnt AlarkiRg IRAS(Y) 33 17 23 IF` 3g1F 5T.S0 S3iS.00 32 I723 LF !BB $1.50 57i%ou 81 32€7.0003 4" BR€( Psml Alarking HAS (1V)' 32 1721 LF 137 S2.Ci1 5274.00 82 3217.0201 8' SLD Pmt \Inrkin ILAS (IV) 32 1723 LF 143 5217$ ST07.OU 83 32170501 24"SI.D Nut A€aTLiag RAF (NY)(STOP BAR+CROSSWALKS) 32.1723 LF 215 S10.00� 52,75O.DU 84 3217AW2 LvIa LC ead Arm, 12 17 23 HA 3 $435.GO SI,305.00 85 _ 3217. 1004 Lane Le end OaIX 32 1713 EA I S470.00 S470.00 86 3217.2103 RFM Raiscd Afmku TY ll-A-A 321723 EA a w.06 Sf2.00 87 3217.21M RCF'l. K.iised bluk%v TY II-GR 321723 Er1 3 $6.01€ S18.00 88 3217 1301 R-1v 4' P-1: Af.b.9 33 €7 23 Lr 246 _ SI.SU S369.06 89 3217.4306 Ream v 24" Nut 3fnrkiD$ 34 €7 23 [ P IEO 53.30 S528.06 90 344E.4003 rumiskllnstall A€mn Si n Graund Afnunt Cis-SEd. 144130 TiA ! S395.00 $395.00 911 3441.410 Remain and RciwWl Sien Panel and Pom 3f 41 3D GA 4 $395.00 S3,555.00, 92 3441 J108 R— c"„ Rn"nl-d Nt n 34 41 30 1- EA 1 5 1 S330.00 S1.650.OD Iw.Yl:LIl-912C .A"1$ { Dull 1: PmM,S IupROiTCh3ENT5 S 770.51F1.36 UNir €t DMINNAGE UNIT III: TRAETICSIGNALSAND MGISTING $ 324,807.50 UNITIV, LANDSCAPE UNIT V: IRRIGATION UNIT VI: SIGNAGE AND PAVEMENT MARKINGS $ 13.077,00 UNIT VII! MISCELLANEOUS N NOTES: TOTAL BID ' BID CODE ITEM NOT AVAILABLE •' SUBSIDiARYTO ITEM 3441.1001 ' •• ONLY TRAFFICSIGNAL POLE AND GROUNO BOX IDENTIFIED WAL BE DISPOSED BASED ON THE SPECS 14 4113 AS PARTpF THIS FTEM. ... EXISTING LIGHTING FIXTURE ON LUMINAIREARM OF TRAFFIC SIGNAL POLE TO BE REPLACED BY LEO FIXTURE • • •' •REFER TO SPECIFICATION FOR A MODULAR {MULTI OR SINGLE CAMERA) VIDEO DETECTION SYSTEM Mobilizasian R' ufTulal Bid S35.421.79 _ 'ANY ADUITIONAL ITEMS REQUIRED SHALL BE SUBSIUTARYTO THIS ITEM. RNu or'SWRON CITYr1EP0 TWMTH STANDARDMI TRDCTIONSPECIFICATIONOOCUMENTS Sw I,Slspm SU VRea9gnnvii Fe'T ReAs_4 20l7111n - Plc{vl l(e- So15S5 SECTION 00 43 13 BID BOND KNOW ALL BY THESE PRESENTS: 00 43 13 BID BOND Page 1 of 2 That we, 2L Construction, LLC. , known as "Bidder" herein and. FCC[ Insurance Company a corporate surety duly authorized to do business in the State of Texas, known as "Surety" herein, are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal sum of five percent (5%) of Bidder's maximum bid price, in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid or proposal to .perform Work for the following project designated as South Stayton Street Realignment NOW, THEREFORE, the condition of this obligation is such that if the City shall award the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions• required for the execution of the Contract and shall enter into the Contract in writing with the City in accordance with the terms of such same, then this obligation shall be and become null and void. If, however, the Principal fails to execute such Contract in accordance with the terms of same or fails to satisfy all requirements and conditions required for the execution of the Contract, this bond shall become the property of the City, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate City for the difference between Principal's total bid amount and the next selected bidder's total bid amount_ PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the day of 2020. ATTEST: Witness as to Principal PRINCIPAL: 2L Construction, LLC. BY: Signature Name and Title CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS South Stayton Street Realignment Form Revised 20171109 City Project No. 101555 00 43 13 BID BOND Page 2 of 2 Address: PO Box 397 Rhome, TX, 76078 SURETY: FCCI Insurance Company BY: Signature Name and Title Address: Witness as to Surety Telephone Number: Attach Power of Attorney (Surety) for Attorney -in -Fact }Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS South Stayton Street Realignment Form Revised 20171109 City Project No. 101555 Bid Bond SURETY DEPARTMENT Conforms with the American Institute of Architects, A.I.A Documents No. A-310 KNOW ALL MEN BY THESE PRESENTS, That we, 2L Construction, L.L.C. as Principal hereinafter called the Principal, and FCC] Insurance Company a corporation created and existing under the laws of the State of Florida whose principal office is in Richardson as Surety, hereinafter called the Surety, are held and firmly bound unto City of Fort Worth as Obligee, hereinafter called the Obligee, in the sum of Five Percent of the Greatest Amount Bid Dollars (5% GAB) for the payment of which sum, well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents Whereas, the Principal has submitted a bid for South Stayton Street Realignment NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or contract documents with good and sufficient surety for the faithful performance of such contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect Signed and sealed this 11th day of June, 2020 2L Construction L.L.C. (Principal) r: By,_(SEAL) FOCI Insurance Come (Surety) By (SEAL) Jarrett Willson, Attorney -in -fact IMPORTANT NOTICE To obtain information or make a complaint: You may call FCCI Insurance Group's (FCCI)* toll -free telephone number for information or to make a complaint at 1-800-226-3224. You may also write to FCC[ Insurance Group Compliance Department e-mail at StateCom laints foci- rou .com. For Claims, you may write to FCCI Insurance Group Claim Department e-mail at newclaim fcci- rou .com. You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at 1-800-252-3439. You may write the Texas Department of Insurance: PO Box 149104 Austin TX 78714-9104 Fax: 1-512-475- 1771 Web: http://www.tdi.state.tx.us E-mail: Cons umerProtection@tdi.state.tx.us PREMIUM OR CLAIM DISPUTES Should you have a dispute concerning your premium or about a claim you should contact FCCI first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR BOND This notice is for information only and does not become a part or condition of the attached documents. *The FCCI Insurance Group includes the following insurance carriers: Brierfield Insurance Company, FCCI Advantage Insurance Company, FCCI Commercial Insurance Company, FCCI Insurance Company, Monroe Guaranty Insurance Company, and National Trust Insurance Company. 1-BD-TX-21690-NTP-11-12 Page 1 of 1 Copyright 2012 FCCI Insurance Group. 10-00097 6 FCCLROUP E Mom than a puliq. A pranrisr. GENERAL POWER OF ATTORNEY Knew all men by these presents; That the FOCI Insurance Company, a Corporation organiled and existing under the laws of the State of Florida (the "Corporation") does make, eonstilLite and appoint: Mistle Be* Robert G Kanuth, Robert J Shuya; Jay Jordan: Tony Flerro; Johnq Moss: Jeremy [amen; J.9de Pefter; Jafr�Ii vViillson: Jack Nottingham Each, its true and lawful Attorney -in -Fact, to rnakce, eXecute, seal and deliver, for and on Its behaif as surety, and as its act and deed in all bonds and undertakings provided that no bond or undertaking or conlract of suretyship executed 4jrider this authority shall exceed the sum of {nol to exceed $10,000,000-00j: $10,OOD,000 OD This power of Attorney is made and executed by authority of -a Resolution adapted by the Board of Directors. That resolutloii also aulhorized any furthar 201on by the officers of the Company necessary to effect such transaclion. The signatures below and the seal of the Corporallon may be affixed by facsimile, and any such~ facsirrtife signatures or facsimile seal shall be binding upon Ehe Carpotallon when so affixed and in the future with regard to aFny bond, undertaking or contract of surety to willeh It Is attached. In wftness whereof, the FOCI lrfsurarvce Company has caused these presents to ba signed by Its duly almhorized officers and its corporate seal to jhe hereunto affixed, this 31 st day of January 2019. Attest: rSEAII Cral oho n, Presidentw„ CIna Welch, EVE, Generoi Counsel. FC.CI Insurance Company yr,jT Ctaief Audlt & ComplinnoLa Officer, Secretary FCCJ Insurance Company t2te of Florida County of Sarasota Before me this day personally appeared Craig Johnson, wba is personally known to me and who executed the foregoing document for the purposes expressed tbareln �n. Ariz=AkWM My commisciot7 expires: 9J2512i}2O ++�, rdmm�wao�Fxn xo�c4�M�rwn£.r041�5r�u Notary Public State of Florlda County of Sarasola Before me this stay personally appealed Cana Weich, who foregoing docurnent for the purposes expressed tfiereirt. 0%-%ft Ate A tinyrommIssionexpifes, g12EJ2020 CERTIFICATE is personally known to me and who executed the Notary Public I, the undersigned Secretary of FOCI Insurance Cumpaoy, a Florida Corporation, DO HEREBY CERTIFY that the foregoing Power of Attorney ramains in full force and has not been revoked; and furlhermore thal the February 24. 20il Resol0on of the Board of Urectors, referenced in said Po er.of Attorney, Is now in force. Dated this �A day of ' Clna Welch, EVP, General Counsel, Chief Audi! & Cnlrtpliance Officer. Secretary ILMW Z-NA-04 1=S s��rr„Y awtod AXW,cUm'mk%zA 707KII�7gMY�'?4 4. '� ouur�,h�lAriiPnBjal�7iT?kplfp.f�W 1 rflLWrm]IkAOdmlfmYFttOFA�G.4QR4APrrrt: •.,. 00 43 37 BID BOND Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, 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 State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. 0 BIDDER: 2L Construction, L.L.C. PO Box 397 Rhome, TX 76078 END OF SECTION By: Chip Fisher (Signature) Title: President Date: U - i --7-az v CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20171109 South Slayton Street Realignment City Project No. 101555 004511-I BIDDERS PREQUALIFICATIONS Page I of SECTION 00 45 11 BIDDERS PREQUALIFICATIONS 1. Summary. All contractors are required to be prequalified by the City prior to submitting bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder Prequalification Application in accordance with the requirements below. The prequalification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. The information must be submitted seven (7) days prior to the date of the opening of bids. For example, a contractor wishing to submit bids on projects to be opened on the 7th of April must file the information by the 31 st day of March in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's Prequalification Application, the following must accompany the submission. a. A complete set of audited or reviewed financial statements. (1) Classified Balance Sheet (2) Income Statement (3) Statement of Cash Flows (4) Statement of Retained Earnings (5) Notes to the Financial Statements, if any b. A certified copy of the firm's organizational documents (Corporate Charter, Articles of Incorporation, Articles of Organization, Certificate of Formation, LLC Regulations, Certificate of Limited Partnership Agreement). c. A completed Bidder Prequalification Application. (1) The firm's Texas Taxpayer Identification Number as issued by the Texas Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification number visit the Texas Comptroller of Public Accounts online at the following web address www.window.state.tx.us/taxpermit/ and fill out the application to apply for your Texas tax ID. (2) The firm's e-mail address and fax number. (3) The firm's DUNS number as issued by Dun & Bradstreet. This number is used by the City for required reporting on Federal Aid projects. The DUNS number may be obtained at www.dnb.com. d. Resumes reflecting the construction experience of the principles of the firm for firms submitting their initial prequalification. These resumes should include the size and scope of the work performed. e. Other information as requested by the City. 2. Prequalification Requirements a. Financial Statements. Financial statement submission must be provided in accordance with the following: (1) The City requires that the original Financial Statement or a certified copy be submitted for consideration. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 0045 11 -2 BIDDERS PREQUALIFICATIONS Page 2 of 3 (2) To be satisfactory, the financial statements must be audited or reviewed by an independent, certified public accounting firm registered and in good standing in any state. Current Texas statues also require that accounting firms performing audits or reviews on business entities within the State of Texas be properly licensed or registered with the Texas State Board of Public Accountancy. (3) The accounting firm should state in the audit report or review whether the contractor is an individual, corporation, or limited liability company. (4) Financial Statements must be presented in U.S, dollars at the current rate of exchange of the Balance Sheet date. (5) The City will not recognize any certified public accountant as independent who is not, in fact, independent. (6) The accountant's opinion on the financial statements of the contracting company should state that the audit or review has been conducted in accordance with auditing standards generally accepted in the United States of America. This must be stated in the accounting firm's opinion. It should: (1) express an unqualified opinion, or (2) express a qualified opinion on the statements taken as a whole. (7) The City reserves the right to require a new statement at any time. (8) The financial statement must be prepared as of the last day of any month, not more than one year old and must be on file with the City 16 months thereafter, in accordance with Paragraph 1. (9) The City will determine a contractor's bidding capacity for the purposes of awarding contracts. Bidding capacity is determined by multiplying the positive net working capital (working capital = current assets — current liabilities) by a factor of 10. Only those statements reflecting a positive net working capital position will be considered satisfactory for prequalification purposes. (10) In the case that a bidding date falls within the time a new financial statement is being prepared, the previous statement shall be updated with proper verification. b. Bidder Prequalification Application. A Bidder Prequalification Application must be submitted along with audited or reviewed financial statements by firms wishing to be eligible to bid on all classes of construction and maintenance projects. Incomplete Applications will be rejected. (1) In those schedules where there is nothing to report, the notation of "None" or "NIA" should be inserted. (2) A minimum of five (5) references of related work must be provided. (3) Submission of an equipment schedule which indicates equipment under the control of the Contractor and which is related to the type of work for which the Contactor is seeking prequalification. The schedule must include the manufacturer, model and general common description of each piece of equipment. Abbreviations or means of describing equipment other than provided above will not be accepted. 3. Eligibility to Bid a. The City shall be the sole judge as to a contractor's prequalification. b. The City may reject, suspend, or modify any prequalification for failure by the contractor to demonstrate acceptable financial ability or performance. c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH South Staytnn Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 0045 11 -3 BIDDERS PREQUAL,IFICATIONS Page 3 of 3 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid the prequalified work types until the expiration date stated in the letter. END OF SECTION CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 00 45 12 BID BOND Page t of 1 SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Concrete 2L Construction, L.L.C. Electrical Bean Electrical, Inc. COITIF AnY Na2llk} Miff! Or sspacisr Date Hem or'-upm, Corltlpany Namur Isere or slaa:. Date H13FO Or.Spaa$ The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: 2L Construction, L.L.C. PO Box 397 Rhome, TX 76078 END OF SECTION By: Chip Fisher (Signature) Title: President Date: tF fi- 2e1-a CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20171109 South Stayton Street Realignment City Project No. 101555 FORTWORTH SECTION 00.45 13 BIDDER PREQUALIFICATION APPLICATION Date of Balance Sheet lig& 1% , Z02& Naive under which you wish to qualify Post Office Box City Mark only one. Individual Limited Partnership General Partnership Corporation Limited Liability Company State Zip Code Street Address (required) City State Zip Code Telephone Fax Email 3-zo IAR - Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No. (if applicable) MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS TO: CITY OF FORT WORTH TEXAS 200 TEXAS STREET FORT WORTH, TEXAS 76102-6311 AND MARK THE ENVELOPE: `BIDDER PREQUALIFICATION APPLICATION" South Stayton Street Realignment City Project No. 101555 0045 13 BIDDER PREQUALIFICATION APPLICATION Page 2 of 8 BUSINESS CLASSIFICATION The following should be completed in order that we may properly classify your firm: (Check the block(s) which are applicable — Block 3 is to be left blank if Block 1 and/or Block 2 is checked) Has fewer than 100 employees and/or Has less than $6,000,000.00 in annual gross receipts OR Does not meet the criteria for being designated a small business as provided in Section 2006.001 of the Texas Government Code. The classification of your firm as a small or large business is not a factor in determining eligibility to become prequalified. MAJOR WORK CATEGORIES Water Department Augur Boring - 24-inch diameter casing and less Augur Boring - Greater than 24-inch diameter casing and greater Tunneling — 36-Inches — 60 —inches, and 350 LF or less Tunneling - 36-Inches — 60 —inches, and greater than 350 LF Tunneling — 66" and greater, 350 LF and greater Tunneling — 66" and greater, 350 LF or Less Cathodic Protection Water Distribution, Development, 8-inch diameter and smaller Water Distribution; Urban" and Renewal, 8-inch diameter and smaller Water Distribution, Development, 12-inch diameter and smaller Water Distribution, Urban and Renewal, 12-inch diameter and smaller Water Transmission, Development, 24-inches and smaller Water Transmission, Urban/Renewal, 24-inches and smaller Water Transmission, Development, 42-inches and smaller Water Transmission, Urban/Renewal, 42-inches and smaller , Water Transmission, Development, All Sizes Water Transmission, Urban/Renewal, All Sizes Sewer Bypass Pumping, 18-inches and smaller Sewer Bypass Pumping, 18-inches — 36-inches Sewer Bypass Pumping 42-inches and larger CCTV, 8-inches and smaller CCTV, 12-inches and smaller CCTV, 18-inches and smaller CCTV, 24-inches and smaller CCTV, 42-inches and smaller CCTV, 48-inches and smaller CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised March 9. 2020 0045 13 BIDDER PRFQUALIFICATION APPLICATION Pagc 3 o f 8 MAJOR WORK CATEGORIES, CONTINUED Sewer CIPP, 12-inches and smaller Sewer CIPP, 24-inches and smaller Sewer CIPP, 42-inches and smaller Sewer CIPP, All Sizes Sewer Collection System; Development, 8-inches and smaller Sewer Collection System, Urban/Renewal, 8-inches and smaller Sewer Collection System, Development, 12-inches and smaller Sewer Collection System, Urban/Renewal, 12-inches and smaller Sewer Interceptors, Development, 24-inches and smaller Sewer Interceptors, Urban/Renewal, 24-inches and smaller Sewer Interceptors, Development, 42-inches and smaller Sewer Interceptors, Urban/Renewal, 42-inches and smaller Sewer Interceptors, Development, 48-inches and smaller Sewer Interceptors, Urban/Renewal, 48-inches and smaller Sewer Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargement 24-inches and smaller Sewer Pipe Enlargement, All Sizes Sewer Cleaning, 24-inches and smaller Sewer Cleaning, 42-inches and smaller Sewer Cleaning, All Sizes Sewer Cleaning, 8-inches and smaller Sewer Cleaning, 12-inches and smaller Sewer Siphons 12-inches or less Sewer Siphons 24-inches or less Sewer Siphons 42-inches or less Sewer Siphons All Sizes Transportation Public Works Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square yards) Asphalt Paving Construction/Reconstruction (15,000 square yards and GREATER) Asphalt Paving Heavy Maintenance (UNDER $1,000,000) Asphalt Paving Heavy Maintenance ($1,000,000 and OVER) Concrete Paving Construction/Reconstruction (LESS THAN 15,000 square yards) Concrete Paving Construction/Reconstruction (15,000 square yards and GREATER) Roadway and Pedestrian Lighting CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised March 9, 2020 0045 13 BIDDER PREQUALIFICATION APPLICATION Page 4 of 8 1. List equipment you do not own but which is available by renting i DESCRIPTION OF EQUIPMENT NAME AND DETAILED ADDRESS OF OWNER 2. How many years has your organization been in business as a general contractor under your present name? List previous business names: 3. How many years of experience in construction work has your organization had: (a) As a General Contractor: (b) As a Sub -Contractor: 4. *What projects has your organization completed in Texas and elsewhere? CONTRACT AMOUNT CLASS OF WORK DATE COMPLETED LOCATION CITY -COUNTY- STATE NAME AND DETAILED ADDRESS OF OFFICIAL TO WHOM YOU REFER *If requalifying only show work performed since last statement. 5. Have you ever failed to complete any work awarded to you?_ If so, where and why? b.Has any officer or owner of your organization ever been an officer of another organization that failed to complete a contract? If so, state the name of the individual, other organization and reason. 7. Has any officer or owner of your organization ever failed to complete a contract executed in his/her name? If so, state the name of the individual, name of owner and reason. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised March 9, 2020 0045 13 BIDDER PREQUALIFICATION APPLICATION Page 5 of 8 8. In what other lines of business are you financially interested? 9. Have you ever performed any work for the City? If so, when and to whom do you refer? 10. State names and detailed addresses of all producers from whom you have purchased principal materials during the last three years. NAME OF FIRM OR COMPANY I DETAILED ADDRESS 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 12. What is the construction experience of the principal individuals in your organization? NAME PRESENT POSITION OR OFFICE YEARS OF EXPERIENCE MAGNITUDE AND TYPE OF WORK IN WHAT CAPACITY 13. If any owner, officer, director, or stockholder of your firm is an employee of the City, or shares the same household with a City employee, please list the name of the City employee and the relationship. In addition, list any City employee who is the spouse, child, or parent of an owner, officer, stockholder, or director who does not live in the same household but who receives care and assistance from that person as a direct result of a documented medical condition. This includes foster children or those related by adoption or marriage. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised March 9, 2020 0045 13 BIDDER PREQUALIFICATION APPLICATION Page 6 o f 8 CORPORATION BLOCK PARTNERSHIP BLOCK If a corporation: Date of Incorporation Charter/File No. President Vice Presidents If a partnership: State of Organization Date of organization Is partnership general, limited, or registered limited liability partnership? File No. (if Limited Partnership) General Partners/Officers Secretary Treasurer Limited Partners (if applicable) LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Officers or Managers (with titles, if any) Individuals authorized to sign for Partnership Except for limited partners, the individuals listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised. Should you wish to grant signature authority for additional individuals, please attach a certified copy of the corporate resolution, corporate minutes, partnership agreement, power of attorney or other legal documentation which grants this authority. CITY OF FORT WORTH South Stayton Strcet Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised March 9, 2020 14. Equipment 0045 13 BIDDER PREQUALIFICATION APPLICATION Page 7 of 8 TOTAL ITEM QUANTITY ITEM DESCRIPTION BALANCESHEET VALUE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Various - TOTAL Similar types of equipment may be lumped together. If your firm has more than 30 types of equipment, you may show these 30 types and show the remainder as "various". The City, by allowing you to show only 30 types of equipment, reserves the right to request a complete, detailed list of all your equipment. The equipment list is a representation of equipment under the control of the firm and which is related to the type of work for which the firm is seeking qualification. in the description include, the manufacturer, model, and general common description of each. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised March 9, 2020 0045 13 BIDDER PREQUALIFICATION APPLICATION Page 8 of 8 BIDDER PREQUALIFICATION AFFIDAVIT STATE OF .7r)AS COUNTY OF W L$e The undersigned hereby declares that the foregoing is a true statement of the financial condition of the entity herein first named, as of the date herein first given; that this statement is for the express purpose of inducing the party to whom it is submitted to award the submitter a contract; and that the accountant who prepared the balance sheet accompanying this report as well as any depository, vendor or any other agency herein named is hereby authorized to supply each party with any information, while this statement is in force, necessary to verify said statement. ykayman It r 1 t _, being duly sworn, deposes and says that he/she is the ptVMd0& of Z1Calia , "„ , the entity described in and which executed the foregoing statement that he/she is familiar with the books of the said entity showing its financial condition; that the foregoing financial statement taken from the books of the said entity as of the date thereof and that the answers to the questions of the foregoing Bidder Prequalification Application are correct and true as of the date of this affidavit. Firm Name: 2L Censtruch try W.C. Signature: �+ Sworn to before me this IR4*% day of OA `'" RETT ALAN SFAnS FiaYF�Ylii� • STAi€ � fr'7tt"g Notary Public 109 13 9 y 8 p g 3 S °'`k COMM. EXP.10-31-2022 Notary Public must not be an officer, director, or stockholder or relative thereof. CITY OF FORT WORTH South Slayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised March 9, 2020 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 00 45 2b - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page I of I SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 101555. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: 2L Construction, L.L.C. By: , n t Company (Please Print) PO Box 397 Signature: Address Rhome, TX 76078 Title: City/State/Zip (Please Print) THE STATE OF TEXAS § COUNTY OFTARRANT § BEFORE ME, the undersigned authority, on this day personally appeared 1Ur Mgr% 9 Rshxw M . , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of ZL_..Si1ySh-LACRto yLJ.L for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this � " _day of AuStak 202en Notary Public in and for the State of Texas END OF SECTION h*AA .srsar J MAN SEA 0®Mil. 10-31-202222 G-0000--vow CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Stayton Street Realignment City Project No. 101555 00 45 40 - l Minority Business Enterprise Specifications Page 1 of2 1 SECTION 00 45 40 TEMPORARY REVISION 4/6/2020 (COVID-1.9� 3 Minority Business Enterprise Specifications 4 APPLICY 5 If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal is 6 applicable. 8 9 POLICY STATEMENT 10 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority 11 Business Enterprises (MBE) in the procurement of all goods and services. All requirements and 12 regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. 13 14 MBE PROJECT GOALS 15 The City's MBE goal on this project is 9% of the total bid value of the 16 contract (Base bid applies to Parks and Community Services). 17 18 Note: If both MBE &q# SBE subcontracting goals are established for this project, then an Offeror 19 must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. 20 21 GOMELLANC CATIQ 22 On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to 23 comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 24 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 25 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or 26 3. Good Faith Effort documentation, or; 27 4. Prime Waiver documentation. 28 29 SUBMITTAL OF REQUIRED DOCUMENTATION 30 The applicable documents must be received by the assigned City of Fort Worth Project Manager or 31 Department Designee, within the following times allocated, in order for the entire bid to be considered 32 responsive to the specifications. The Offeror shall EMAIL the MBE documentation to the assigned City 33 of Fort Worth Project Manager or Department Designee. A faxed cony Will not be accepted. 34 35 1. Subcontractor Utilization Form, if received no later than 2:00 p.m., on the second City business goal is met or exceeded: day after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form, if day after the bid opening date, exclusive of the bid opening participation is less than statedgoal: date. 3. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form, if no day after the bid opening date, exclusive of the bid opening MBE participation: date. 4. Prime Contractor Waiver Form, received no later than 2:00 p.m., on the second City business if you will perform all day after the bid opening date, exclusive of the bid opening contracting/supplier work: date. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Temporarily Revised April 6, 2020 due to COVIDI9 Emergency 4 00 45 40 - 2 Minority Business Enterprise Specifications Page 2 of2 5. Joint Venture Form, if goal is met received no later than 2:00 p.m., on the second City business or exceeded. day. after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE WILL RESULT IN THE BID BEING CONSIDERED NON-RESONSIVE TO SPECIFICATIONS. FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE. A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICAITON PERIOD OF THREE YEARS. 7 Any Questions, Please Contact The BDE Office at (817) 392-2674. 8 END OF SECTION I0 CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Temporarily Revised April 6, 2020 due to COVID 19 Emergency 00 52 43 - 1 Agreement Page] of 5 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized onkw6t a15 2020 is made by and between the City of Forth Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, ("City"), and _2L Construction, L.L.C. , authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORD Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2. PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows. South Stavton Street Realignment City Project No. 101555 Article 3. CONTRACT PRICE City agrees to pay Contractor for performance of the Work in accordance with the Contract Documents an amount, in current funds, of Seven Hundred Forty -Three Thousand, Eight Hundred Seventy -Eight and 64/100 DOLLARS ($_743.878.64�. Article 4, CONTRACT TIME 4.1 Final Acceptance. The Work will be complete for Final Acceptance within 120 calendar days after the date when the Contract Time commences to run, as provided in Paragraph 2.03 of the General Conditions, plus any extension thereof allowed in accordance with Article 12 of the General Conditions. 4.2 Liquidated Damages Contractor recognizes that time is oj'the essence for completion of Milestones, if any, and to achieve Final Acceptance of the Work and City will suffer financial loss if the Work is not completed within the time(s) specified in Paragraph 4.1 above.. The Contractor also recognizes the delays, expense and difficulties involved in proving in a legal proceeding, the actual loss suffered by the City if the Work is not completed on time. Accordingly, instead of requiring any such proof, Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay City one thousand two hundred and fifty Dollars ($1,250.00) for each day that expires after the time specified in Paragraph 4.1 for Final Acceptance until the City issues the Final Letter of Acceptance. Article 5. CONTRACT DOCUMENTS 5.1 CONTENTS: A. The Contract Documents which comprise the entire agreement between City and Contractor concerning the Work consist of the following: CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised 09/06/2019 00 52 43 -2 Agreement Page 2 of 5 1. This Agreement. 2. Attachments to this Agreement: a. Bid Form 1) Proposal Form 2) Vendor Compliance to State Law Non -Resident Bidder 3) Prequalification Statement 4) State and Federal documents (project specific) b. Current Pfevai ling Wage Rate Table c. Insurance ACORD Form(s) d. Payment Bond e. Performance Bond f. Maintenance Bond g. Power of Attorney for the Bonds h. Worker's Compensation Affidavit i. MBE and/or SBE Utilization Form 3. General Conditions. 4. Supplementary Conditions. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 6. Drawings. 7. Addenda. Documentation submitted by Contractor prior to Notice of Award. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. Article 6. INDEMNIFICATION 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all or some of the damages being sought were caused, in whole or in part, by any act, omission or negligence of the city. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the city in defending against such claims and causes of actions. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised 09/06/2019 00 52 43 - 3 Agreement Page 3 of 5 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the city, arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all or some of the damages being sought were caused, in whole or in part, by any act, omission or negligence of the city. Article 7. MISCELLANEOUS 7.1 Terms. Terms used in this Agreement which are defined in Article 1 of the General Conditions will have the meanings indicated in the General Conditions. 7.2 Assignment of Contract. This Agreement, including all of the Contract Documents may not be assigned by the Contractor without the advanced express written consent of the City. 7.3 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, agreements and obligations contained in the Contract Documents. 7.4 Severability. Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon CITY and CONTRACTOR. 7.5 Governing Law and Venue. This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, Fort Worth Division. 7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement if signed by someone other than the duly authorized signatory of the Contractor. 7.7 Prohibition On Contracts With Companies Boycotting Israel. Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government Code, the City is prohibited from entering into a contract with a company for goods or services unless the contract contains a written verification from the company that it: (1) does not boycott Israel; and (2) will not boycott Israel during the term of the contract. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised 09/0612019 00 52 43 - 4 Agreement Page 4 of 5 The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms in Section 808.001 of the Texas Government Code. By signing this contract, Contractor certifies that Contractor's signature provides written verification to the City that Contractor. (1) does not boycott Israel; and (2) will not boycott Israel during the term of the contract 7.8 Immigration Nationality Act. Contractor shall verify the identity and employment eligibility of its employees who perform work under this Agreement, including completing the Employment Eligibility Verification Form (1-9). Upon request by City, Contractor shall provide City with copies of all 1-9 forms and supporting eligibility documentation for each employee who performs work under this Agreement. Contractor shall adhere to all Federal and State laws as well as establish appropriate procedures and controls so that no services will be performed by any Contractor employee who is not legally eligible to perform such services. CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to Contractor, shall Have the right to immediately terminate 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 the Contractor and there are no third -party beneficiaries. 7.10 No Cause of Action Against Engineer. Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their sureties, shall maintain no direct action against the Engineer, its officers, employees, and subcontractors, for any claim arising out of, in connection with, or resulting from the engineering services performed. Only the City will be the beneficiary of any undertaking by the 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 Engineer or its personnel in any way responsible for those duties that belong to the City and/or the City's construction contractors or other entities, and do not relieve the construction contractors or any other entity of their obligations, duties, and responsibilities, including, but not limited to, all construction methods, means, .techniques, sequences, and procedures necessary for coordinating and completing all portions of the construction work in accordance with the Contract Documents and any health or safety precautions required by such construction work. The Engineer and its personnel have no authority to exercise any control over any construction contractor or other entity or their employees in connection with their work or any health or safety precautions. SIGNATURE PAGE TO FOLLOW CITY OF FORT WORTH South Slayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised 09/06/2019 00 52 43 - 5 Agreement Page 5 of 5 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be effective as of the date subscribed by the City's designated Assistant City Manager ("Effective Date"). Contractor: L CGWf(L 6 City of Fort Worth By: By: 9L Signature Dana Burghdoff Assistant City Manager 'Chip Fisher " ¢_ A� SsWw, IR (Printed Name) President Title PO Box 397 Address Rhome, TX 76078 City/State/Zip Date M&Q 2o- o54.? Date: S- a 5- 2 0 ,R " Form I295 No.: A Contract Compliance Manager: By signing; I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting ire ents. R�. Lopez Engineering Manager Approved as to Form and Legality: i— Mack (Sep 8, 202011:38 Ct Douglas W. Black Assistant City Attorney AL William Johnson, Transportation & CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised 09/06/20t9 00 52 43 - 5 Agreement Page 5 of 5 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be effective as of the date subscribed by the City's designated Assistant City Manager ("Effective Date"). Contractor: -� - CMk:3 rLtCb0Y By - Sign 'rature " Chip Fisher " tkrrArv% 2— FA v IV, (Printed Name) President Title PO Box 397 Address Rhome, TX 76078 City/State/Zip Date CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 09/06/2019 City of Fort Worth By: Dana Burghdoff Assistant City Manager Date Attest: City Secretary (Seal) M&C: 20 - o 5 9.? Date: g-,25-a0a-- Form 1295 No.: Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting ire ents. ul 1'. Lopez Engineering Manager Approved as to Form and Legality: Douglas W. Black Assistant City Attorney APP AL COM William Johnson, Direc r Transportation & Pub] i Works CiTy SECRETWR > �ato I' Dent St �ityA§ Dent IMPORTANT NOTICE To obtain information or make a complaint: You may call FCCI Insurance Group's (FCCI)* toll -free telephone number for information or to make a complaint at 1-800-226-3224. You may also write to FOCI Insurance Group Compliance Department e-mail at StateComplaints@fcci-group.com. For Claims, you may write to FCCI Insurance Group Claim Department e-mail at newclaimafcci-arouo.com. You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at 1-800-252-3439. You may write the Texas Department of Insurance: PO Box 149104 Austin TX 78714-9104 Fax: 1-512-475- 1771 Web: http;/lwvvw.tdi.state.tx.us E-mail: ConsumerProtection(a�tdi.state.tx.us PREMIUM OR CLAIM DISPUTES Should you have a dispute concerning your premium or about a claim you should contact FCCI first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR BOND This notice is for information only and does not become a part or condition of the attached documents. *The FCC] Insurance Group includes the following insurance carriers: Brierfield Insurance Company, FCCI Advantage Insurance Company, FCCI Commercial Insurance Company, FCCI Insurance Company, Monroe Guaranty Insurance Company, and National Trust Insurance Company. 1-BD-TX-21690-NTP-11-12 Page 1 of 1 Copyright 2012 FCCI Insurance Group. 0061 13 - 1 PERFORMANCE BOND Page I of 2 1. SECTTON 00 61 13 2 PERFORMANCE BOND Bond #4403978 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS. 6 COUNTY OF TARRANT § 7 8 That we, _2L ,Construction. L.L.C. , known as "Principal" herein and 9 FCCI Insurance Company , a corporate surety(sureties, if more than 10 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one I I or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created 12 pursuant to the laws of Texas, known as "City" herein, in the penal sum of, _Seven Hundred Forty- 13 Three Thousand, Eight Hundred Seventy -Eight and 64/100 DOLLARS ($_743.878.64__), 14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the 15 payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, 16 administrators, successors and assigns, jointly and severally, firmly by these presents. 17 WHEREAS, the Principal has entered into a certain written contract with the City 18 awarded the 2541 day of ,, �5 � , 2020, which Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 20 labor and other accessories defined by law, in the prosecution of the Work, including any Change 21 Orders, as provided for in said Contract designated as South StaYton Street Realignment, City 22 Project No. 101555 23 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 24 shall faithfully perform it obligations under the Contract and shall in ail respects duly and 25 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 26 specifications, and contract documents therein referred to, and as well during any period of 27 extension of the Contract that may be granted on the part of the City, then this obligation shall be 28 and become null and void, otherwise to remain in full force and effect. 29 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 30 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 31 Worth Division. CITY OF FORT WORTH Sautl7 Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. I GI555 Revised duly 1, 2011 Bond #4403978 0061 13 -2 PERFORMANCE BOND Page 2 or 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the day of 6 �jnuC c4 , 201q 7 s 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 45 ATTEST: (Principal) Secretary Witne$as Principal Witness as to Surety y Greene Bond Account Manager PRINCIPAL: 2L Construction, L.L.C. BY: Signature Name and Title Address: _P0 BOX 397 _ Rhome TX 76078 SURETY: FCCI Insurance Com an BY: /ti' S' na re Jarrett Willson, Attorney- in -Fact Name and Title Address: 2255 Ridge Road, Ste. 333 Rockwall, TX 75!}R7 Telephone Number: 972-772-7220 _ *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1. 2011 South Staylon SIrceL Realignment City Project No. 101555 0061 14- 1 PAYMENT BOND Page I oft SECTION 00 61 14 Bond #4403978 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 ' § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, 2L Construction, L.L.C. known as "Principal" herein, and g FCCI Insurance Company, a corporate surety 9 (sureties), duly authorized to do business in the State of Texas, known as "Surety" herein 10 (whether one or more), are held and finely bound unto the City of Fort Worth, a municipal 1 I corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the 12 penal sum of Seven Hundred Fo -Thrce Thousand Eight Hundred Seven -Ei ht and 64/100 13 DOLLARS ($743.878.64_), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas, for the payment of which sum well and truly be made, we bind ourselves, 15 our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 16 presents: 17 WHEREAS, Principal has entered into a certain written Contract with City, awarded the t8 15k4l day of A, 20 � o , which Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, 20 labor and other accessories as defined by law, in the prosecution of the Work as provided for in 21 said Contract and designated as South Stu tan Street Realignment, City.Project No. 101555 22 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 23 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 24 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 25 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 26 force and effect. 27 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 28 Texas Government Code, as amended, and all liabilities on'this bond shalt be determined in 29 accordance with the provisions of said statute. 30 CITY OF FORT WORTH South Slayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projet No. 101555 Revised July 1, 2011 0061 14-2 Bond #4403978 PAYMENT BOND Page 2 of 2 l IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the l day of 3 5ck vt to 0.4' •i , 20 4.9 4" 5 6 7 8 9 10 12 PRINCIPAL: ZL Construction L.L.C. L ATTEST: BY: Signature (Principal) Secretary Witness as to Principal ATTEST: (Surety) Secretary Witness as to rety Amy Greene Bond Account Manager iL_____..sn Name and Title Address: PO B )X 397 —RhomQ,TX 76078 SURETY: FCCI Insurance Company _ BY: v Si atu Jarrett Willson, Attorne-in-Fact Name and Title Address: 2255 Ridge Road Ste. 333 Rockwall, TX 75087 Telephone Number: 972-772-7220 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTTON SPECIFICATION DOCUMENTS City Projet No. 101555 Revised July 1, 2011 0061 19- 1 MAINTENANCE BOND Page I of 3 I SECTION 00 61 19 Bond #4403978 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we 2L Construction, L.L.C. , known as "Principal" herein and 9 _ FCCI Insurance Company , a corporate surety (sureties, if more than 10 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one 1 or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created 12 pursuant to the laws of the State of Texas, known as "City" herein, in the sum of Sev n Hundred 13 For -Three Thousand Eight Hundred Seven -Ei ht and 64/100 DOLLARS ($_741�878 64_), 14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment 15 of which sum well and truly be made unto the City and its successors, we bind ourselves, our 16 heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 17 presents. 18 19 WHEREAS, the Principal has entered into a certain written contract with the City awarded 20 the Z4 day of �A r ws _ , 20 a0, which Contract is hereby 21 referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 22 materials, equipment labor and other accessories as defined by law, in the prosecution of the 23 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 24 the "Work") as provided for in said contract and designated as South Stayton Street 25 Realignment City Proleet No. 101555; and 26 27 WHEREAS, Principal binds itself to use such materials and to so constrict the Work in 28 accordance with the plans, specifications and Contract Documents that the Work is and will 29 remain free from defects in materials or workmanship for and during the period of two (2) years 30 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 31 32 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 33 upon receiving notice from the City of the need therefor at any time within the Maintenance 34 Period, CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 0061 19 - 2 Bond #4403978 MAINTENANCE. BOND Page 2 o f 3 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT WORTIT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Staytun Street Realignment City Project No. 101555 0061 19 -3 Bond #4403978 MAINTENANCE13OND Page 3 or3 i IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the l s-. day of 3 :S°u^tnar , 20 ja} 4 5 PRINCIPAL: 6 _2L Construction. L L.C. 7 8 BY: 9 —4ignatwe 10 ATTEST: 12 &ay'sheift V__ r9sur M - *Taw 13 (Principal) Secretary Name and Title 14 15 Address: PO BOX 397� 16 Rhome,TX 76078 17 18 19 Witne as to Principal 20 SURETY: 21 FCCI Insurance 'Com an 22 23 24 BY:— n 25i ture 26 27 Jarrett Willson Attorne -in-Fact 28 ATTEST: Name and Title 29 30 NIA Address: 2255 Ridge Road, Ste. 333 31 (Su Secretary _ Rockwall, TX 75087 32 n 33 li 34 Witness as to Surety Amy Greene Telephone Number: 972-772-7220 35 Bond Account Manager 36 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 37 from the by-laws showing that this person has authority to sign such obligation. If 38 Surety's physical address is different from its mailing address, both must be provided. 39 The date of the bond shall not be prior to the date the Contract is awarded. 40 CITY OF FORT WORTH Sauth Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 101555 Revised July 1, 2011 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 0061 25 - 1 CERTIFICATE OF INSURANCE Page 1 of 1 SECTION 00 6125 CERTIFICATE OF INSURANCE [Assembler: For Contract Document execution, remove this page and replace with standard ACORD Certificate oflnsurance form.] END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Slayton Street Realignment City Project No. 101555 STANDARD GENERA. CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Match 9, 2020 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article I Definitions and Terminology..........................................................................................................1 1.01 Defined Terms...............................................................................................................................1 1.02 Terminology..................................................................................................................................6 Article2 Preliminary Matters......................................................................................................................... 7 2.01 Copies of Documents....................................................................................................................7 2.02 Commencement of Contract Time; Notice to Proceed........................................................ Y...... 7 2.03 Starting the Work------------------------------------------------------------------------------------------------------------------------- 8 2.04 Before Starting Construction........................................................................................................ 8 2.05 Preconstruction Conference..........................................................................................................8 2.06 Public Meeting......................................................................................................... ................. ....8 2.07 Initial Acceptance of Schedules.................................................................................................... 8 Article 3 - Contract Documents: Intent, Amending, Reuse............................................................................ 8 3.01 Intent .............................................................................................................................................. 8 3.02 Reference Standards.......................................................................................................................9 3.03 Reporting and Resolving Discrepancies....................................................................................... 9 3.04 Amending and Supplementing Contract Documents.................................................................10 3.05 Reuse of Documents...................................................................................................................10 3.06 Electronic Data............................................................................................................................11 Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points...........................................................................................................11 4.01 Availability of Lands..................................................................................................................11 4.02 Subsurface and Physical Conditions..........................................................................................12 4.03 Differing Subsurface or Physical Conditions.............................................................................12 4.04 Underground Facilities..........:....................................................................................................13 4.05 Reference Points.........................................................................................................................14 4.06 Hazardous Environmental Condition at Site..............................................................................14 Article5 — Bonds and Insurance.....................................................................................................................16 5.01 Licensed Sureties and Insurers....................................................................................................16 5.02 Performance, Payment, and Maintenance Bonds.......................................................................16 5.03 Certificates of Insurance.............................................................................................................16 5.04 Contractor's Insurance ................................ .............---.. .........18 5.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................19 Article 6 -- Contractor's Responsibilities ......... 6.01 Supervision and Superintendence CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision; March 9, 2020 6.02 Labor; Working Hours ......................................... .............20 .......................................................... 6.03 Services, Materials, and Equipment...........................................................................................20 6.04 Project Schedule..........................................................................................................................21 6.05 Substitutes and "Or-Equals".......................................................................................................21 6.06 Concerning Subcontractors, Suppliers, and Others.................................................................... 24 6.07 Wage Rates..................................................................................................................................25 6.08 Patent Fees and Royalties...........................................................................................................26 6.09 Permits and Utilities..................................................................................................................... 27 6.10 Laws and Regulations................................................................................................................. 27 6.11 Taxes................................................................ 6.12 Use of Site and Other Areas.......................................................................................................28 6.13 Record Documents.......................................................:..............................................................29 6.14 Safety and Protection..................................................................................................................29 6.15 Safety Representative.................................................................................................................. 30 6.16 Hazard Communication Programs............................................................... 6.17 Emergencies and/or Rectification............................................................................................... 30 6.18 Submittals................................................................................................................................... 31 6.19 Continuing the Work................................................................................................................... 32 6.20 Contractor's General Warranty and Guarantee..........................................................................32 6.21 Indemnification.........................................................................................................................33 6.22 Delegation of Professional Design Services..............................................................................34 6.23 Right to Audit....................................•.........................................................................................34 6.24 Nondiscrimination.......................................................................................................................35 Article 7 Other Work at the Site................................................................................................................... 35 7.01 Related Work at Site ............... ................. .................................................................................... 35 7.02 Coordination..................................................................................................................... ....36 Article 8 City's Responsibilities................................................................................................................... 36 8.01 Communications to Contractor...................................................................................................36 8.02 Furnish Data.............................................................................................................. 36 .............. 8.03 Pay When Due.................................................................................................... ..36 8.04 Lands and Easements; Reports and Tests...................................................................................36 8.05 Change Orders..............................................................................................................................36 8.06 Inspections, Tests, and Approvals.............................................................................................. 36 8.07 Limitations on City's Responsibilities....................................................................................... 37 8.08 Undisclosed Hazardous Environmental Condition.................................................................... 37 8.09 Compliance with Safety Program...............................................................................................37 Article 9 - City's Observation Status During Construction...........................................................................37 9.01 City's Project Manager............................................................................................................ 37 9.02 Visits to Site................................................................................... .........37 9.03 Authorized Variations in Work....................................................................... ............38 ............... 9.04 Rejecting Defective Work.......................................................................................................... 38 9.05 Determinations for Work Performed..........................................................................................38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work ..................... 38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 Article 10 - Changes in the Work; Claims; Extra Work................................................................................38 10.01 Authorized Changes in the Work............................:.................................................................. 38 10.02 Unauthorized Changes in the Work...........................................................................................39 10.03 Execution of Change Orders......................................................... ........ :..................................... 39 10.04 Extra Work..................................................................................................................................39 10.05 Notification to Surety.................................................................................................................. 39 10.06 Contract Claims Process............................................................................................................. 40 Article 11 --- Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement ......................41 11.01 Cost of the Work.........................................................................................................................41 11.02 Allowances..................................................................................................................................43 11.03 Unit Price Work .................................. ..44 11.04 Plans Quantity Measurement......................................................................................................45 Article 12 - Change of Contract Price; Change of Contract Time................................................................. 46 12.01 Change of Contract Price............................................................................................................46 12.02 Change of Contract Time.....................................................................................................----...47 12.03 Delays..........................................................................................................................................47 Article 13 Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 48 13.01 Notice of Defects........................................................................................................................48 13.02 Access to Work........................................................................................................................... 48 13.03 Tests and Inspections ..................... .........48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work............................................................................................................. 49 13.06 Correction or Removal of Defective Work................................................................................ 50 13.07 Correction Period........................................................................................................................ 50 13.08 Acceptance of Defective Work...................................................................................................51 13.09 City May Correct Defective Work.............................................................................................51 Article 14 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 Final Completion Delayed and Partial Retainage Release 14.09 Waiver of Claims............................................................... ....................................................... 52 ....................................................... 52 ....................................................... 52 ....................................................... 54 ....................................................... 55 ....................................................... 55 ....................................................... 55 ....................................................... 56 ....................................................... 56 ....................................................... 57 Article 15 -- Suspension of Work and Termination........................................................................................ 57 15.01 City May Suspend Work............................................................................................................. 57 15.02 City May Terminate for Cause................................................................................................... 58 15.03 City May Terminate For Convenience.......................................................................................60 Article 16 - Dispute Resolution ......... 16.01 Methods and Procedures 61 61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Match 9, 2020 Article 17 Miscellaneous ............... 17.01 Giving Notice .............., 17.02 Computation of Times. 17.03 Cumulative Remedies.. 17.04 Survival of Obligations 17.05 Headings ....................... ........................... 62 ........................... 62 ........................... 62 ........................... 62 ........................... 63 ........................... 63 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 007200- 1 GENERAL CONDITIONS Page 1 of 63 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2, Agreement The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment —The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award— Authorization by the City Council for the City to enter into an Agreement. 6. Bid The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder —The individual or entity who submits a Bid directly to City. 8. Bidding Documents —The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day --- A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 1 l . Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 007200-1 GENERAL CONDITIONS Page 2 of 63 12. Change Order —A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 13, City— The City of Fort Worth, Texas, a home -rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 14. City Attorney The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 15. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 16. City Manager --- The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 17. Contract Claim —A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 18. Contract The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representations, or agreements, whether written or oral. 19. Contract Documents —Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 20. Contract Price The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 21. Contract Time —The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance. 22. Contractor —The individual or entity with whom City has entered into the Agreement. 23. Cost of the Work —See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Man;h9,2020 007200- 1 GENERAL CONDITIONS Page 3 of 63 24. Damage Claims — A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 25. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 26. Director of Aviation The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 27. Director of Parks and Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Planning and Development — The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Water Department — The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Drawings That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 32. Effective Date of the Agreement The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 33. Engineer The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 34. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 35. Field Order — A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 36. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mwrh9,2020 007200- [ GENERAL CONDITIONS Page 4 of 63 37. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 38. General Requirements Sections of Division 1 of the Contract Documents. 39. Hazardous Environmental Condition —The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 40. Hazardous Waste Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 41. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 42. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 43. Major Item -- An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 44. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 45. Notice of Award —The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 46. Notice to Proceed A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 47. PCBs —Polychlorinated biphenyls. 48. Petroleum Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 49. Plans — See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Maich 9, 2020 00 72 00 - ] GENERAL CONDITIONS Page 5 o£63 50. Project Schedule ----A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 51. Project —The Work to be performed under the Contract Documents. 52. Project Manager The authorized representative of the City who will be assigned to the Site. 53. Public Meeting — An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 54. Radioactive Material —Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 55. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6.00 p.m,, Monday thru Friday (excluding legal holidays). 56. Samples Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 57. Schedule of Submittals A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 58. Schedule of Values A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 59. Site --Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 60. Specifications That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Proj ect. 61. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Match 9, 2020 00 72 00 - 1 GENERAL CONDITIONS Page 6 of 63 62. Submittals —All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 63. Successful Bidder The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 64. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 65. Supplementary Conditions That part of the Contract Documents which amends or supplements these General Conditions. 66. Supplier A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 67. Underground Facilities —All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that ,convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 68 Unit Price Work —See Paragraph 11.03 of these General Conditions for definition. 69. Weekend Working Hours Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 70. Work The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 71. Working Day A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.023 through 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: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 4, 2020 00 72 00 - 1 GENERAL CONDITIONS Page 7 of 63 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 -- PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given no earlier than 14 days after the Effective Date of the Agreement, unless agreed to by both parties in writing. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 007200-I GENERAL. CONDITIONS Page S of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary, what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any Iabor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 00 72 00 - I GENERAL CONDITIONS Page 9 of63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: l . Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all. applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation, (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Match 9,2020 007200-1 GENERAL CONDITIONS Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3.. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing 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 conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 007200-I GENERAL CONDITIONS Page I l of 63 B. The prohibitions of this Paragraph 3.05 will survive final. payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 .Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents {also known as hard copies} and other Specifications referenced and located on the City's on-line electronic document management and collaboration system site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 007200-1 GENERAL CONDITIONS Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor,'and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Man;h 9, 2020 007200-I GENERAL CONDITIONS Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.1 T.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated.- The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information 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 full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated.- 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Match 9, 2020 00 72 00 - 1 GENERAL CONDITIONS Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays, B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTS I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 00 72 00 - 1 GENERAL CONDITIONS Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyonefor whom Contractor is responsible. Nothing in this Paragraph 4.06. G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individuals or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mmh 9, 2020 007200-I GENERAL CONDITIONS Page [6 of 63 ARTICLE 5 — BONDS AND INSURANCE 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 ftom surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety_ , both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (other evidence of insurance requested by City or any other additional insured) in at least the minimum amount as specified in the Supplementary Conditions which Contractor is required to purchase and maintain. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. CITY OF FORT WORTI! STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 00 72 00 - 1 GENERAL CONDITIONS Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide -or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity, In CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent 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 the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies. of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, 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 employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/'completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Match 9, 2020 007200- l GENERAL CONDITIONS Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mmch9,2020 00 72 00 - I GENERAL CONDITIONS Page 20 of63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing,'start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, andquality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mamh 9, 2020 00 72 00 - I GENERAL CONDITIONS Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 01 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or -Equals " A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. "Or -Equal " Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision_ Mach 9, 2020 00 72 00 - i GENERAL CONDITIONS Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. if in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a Proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state; a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CrrY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 007200-I GENERAL CONDITIONS Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by there from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March9,2020 007200- I GENERAL CONDITIONS Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to famish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. 'The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required to comply with the intent of the City's MBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE. Material misrepresentation of any nature will be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2.020 007200- i GENERAL CONDITIONS Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract -Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023, C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Match 9, 2020 00 72 00 - 1 GENERAL CONDITIONS Page 26 of 63 D. Arbitration Required if Violation Not Resolved An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration 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 resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C ' above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 1 lth day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years .following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage.rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation 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 particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 00 72 00 - 1 GENERAL CONDITIONS Page 27 of 63 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and. licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations 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 expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision; March 9, 2020 00 72 00 - I GENERAL CONDITIONS Page 28 of 63 court or arbitration or other dispute resolution costs) arising 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 Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment'in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax pen -nits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. http://www.window.state.tx.us/taxinfo/taxforms/93-forms.htmi 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Match 9, 2020 00 72 00 - I GENERAL. CONDITIONS Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the elean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger- the structure, not shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change .Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs 'in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mamh 9, 2020- 007200- [ GENERAL CONDITIONS Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2, all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 00 72 00 - 1 GENERAL CONDITIONS Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the Iimited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier,, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review 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 compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance. shall not relieve Contractor from responsibility for any variation from the requirements, of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 QO and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPEC[FICATION DOCUMENTS Revision: March 9, 2020 00 72 00 - I GENERAL CONDITIONS Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6,21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART, BY ANY ACT. OMISSION_ OR_NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise.out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 00 72 00 - 1 GENERAL CONDITIONS Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SQUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR nGLIGENCE2F THE CITY, 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities 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 audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTI,I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mach9,2020 007200-i GENERAL CONDITIONS Page 35 of 63 Subcontractor facilities, 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 Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7 — OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. 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, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Match 9, 2020 00 72 00 - 1 GENERAL CONDITIONS Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8 — CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the 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; Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision. March9,2020 007200-1 GENERAL CONDITIONS Page 37 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTIOIN 9.01 City's Project Manager City will provide one or more Project Manager(s) during the construction period. The duties and responsibilities and the limitations of authority of City's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager for this Contract is identified in the Supplementary Conditions. 9.02 Visits to Site A. City's Project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Manager's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B..City's Project Manager's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9,2020 00 72 00 - 1 GENERAL CONDITIONS Pale 38 of 63 9.03 Authorized Variations in Work City's Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project 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 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B, For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 007200- 1 GENERAL CONDITIONS Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under 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 time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March9,2MO 00 72 00 - i GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 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 entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision; March 9, 2020 00 72 00 - I GENERAL CONDITIONS Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11-- COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANTS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.13, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.13, and shall include but not be limited to the following items: Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a, salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mmvh 9, 2020 007200- 1 GENERAL CONDITIONS Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly 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 related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Match9,2020 00 72 00 - I GENERAL CONDITIONS Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A. I or specifically covered by Paragraph 11.01.AA, all of which are to be considered administrative costs covered by the Contractor's fee_ 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be Iiable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.13, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall' cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre -bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Maw 9, 2020 007200-1 GENERAL CONDITIONS Page 44 of 63 a. the pre -bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre -bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of 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 performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to 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. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Match 9, 2020 007200- I GENERAL CONDITIONS Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when. a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 007200-1 GENERAL CONDITIONS Page 46 of 63 E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. S. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.013.2, on the basis of the Cost of the Work (determined 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 Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, 11.0l.A.2. and 11.01.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.01.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 007200- I GENERAL CONDITIONS Page 47 of63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.0l.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.6, and 11.01.13; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount 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 the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how. the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 007200-I- GENERAL CONDITIONS Page 48 of 63 . ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, 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 may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the .Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 007200- 1 GENERAL CONDITIONS Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor 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 of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense.. B. If City considers it necessary or advisable that covered Work be, observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9,2020 00 72 00 - 1 GENFRAL CONDITIONS Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective 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. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 00 72 00 - I GENERAL CONDITIONS Page 51 of63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights 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 professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 00 72 00 - I GENERAL CONDITIONS Page 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Manh 9, 2020 00 72 00 - I GENERAL CONDITIONS Page 53 of 63 B. Review- of Applications: City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections 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 the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, 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 the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that. a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors, requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; 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 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 007200-i GENERAL CONDITIONS Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%fl). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement, will .be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all 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 all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 007200-1 GENERAL CONDITIONS Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 00 72 00 - i GENERAL CONDITIONS Page 56 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a, all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After .City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims 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 resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Match 9, 2020 007200-i GENERAL CONDITIONS Page 57 oC63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract CIaims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance; and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to -the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement 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 the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Match 9, 2020 007200- I GENERAL CONDITIONS Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose, or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or S. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 00 72 00 - I GENERAL CONDITIONS Pagc 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.023, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perfori�n and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 007200-I GENERAL CONDITIONS Pagc 60 of 63 15.03 City May Terminate For .Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 00 72 00 - 1 GENERAL CONDITIONS Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.13 shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 007200-1 GENERAL CONDITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Clain' to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 — MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time. is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 00 72 00 - 1 GENERAL CONDITIONS Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contraet Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9,2020 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions 00 73 00 SUPPLEMENTARY CONDITIONS Pagel oF5 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are modified or supplemented remain in full force and effect as so modified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in full force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning assigned to them in the General Conditions, unless specifically noted herein. Modifications and Supplements The following are instructions that modify or supplement specific paragraphs in the General Conditions and other Contract Documents. SC-3.03B.2, "Resolving Discrepancies" Plans govern over Specifications. SC-4.01A Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the Contract Drawings. SC-4.01A.1., "Availability of Lands" The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of April30, 2020. Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER NUMBER 1. Trinity Parkland City of Fort Worth TARGET DATE OF POSSESSION September 2020 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. If Contractor considers the final easements provided to differ materially from the representations on the Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, notify City in writing associated with the differing easement line locations. SC-4.01A.2, "Availability of Lands" Utilities or obstructions to be removed; adjusted, and/or relocated CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised March 9, 2020 00 73 00 SUPPLEMENTARY CONDITIONS Page 2 of 5 The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated as of April 30, 2020. EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT Atmos Underground Gas September 2020 AT&T Underground Fiber _ _ _ September 2020 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. SC-4.02A., "Subsurface and Physical Conditions" The following are reports of explorations and tests of subsurface conditions at the site of the Work: NONE SC-4.06A,, "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: NONE SC-5.03A., "Certificates of Insurance" The entities listed below are "additional insureds as their interest may appear" including their respective officers, directors, agents and employees. (1) City (2) Consultant: HDR Engineering, Inc. (3) Other: None SC-5.04A., "Contractor's Insurance" The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following coverages,for not less than the following amounts or greater where required by laws and regulations: 5.04A. Workers' Compensation, under Paragraph GC-5.04A. Statutory limits Employer's liability $1,000,000 each accident/occurrence $1,000,000 Disease -each employee $1,000,000 Disease -policy limit SC-5.04B., "Contractor's Insurance" 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with minimum limits of: $1,000,000 each occurrence $2,000,000 aggregate limit CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. I01555 Revised March 9, 2020 00 73 00 SUPPLEMENTARY CONDITIONS Page 3 of 5 The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. SC 5.04C., "Contractor's Insurance" 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. $1, 000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: $250, 000 Bodily Injury per person / $500, 000 Bodily Injuryper accident / $100,000 Property Damage SC-5.04D., "Contractor's Insurance" The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by Fort Worth & Western Railroad. 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 Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory 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 railroad property: (1) General Aggregate: (2) Each Occurrence: _ Required for this Contract $1.0 00.000 $2.0 00.000 X Not required far this Contract With respect to the above outlined insurance requirements, the following shall govern: 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised March 9, 2020 00 73 00 SUPPLEMENTARY CONDITIONS Page 4 of5 2. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of -way, the Contractor may be required to provide 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 railroad company's right-of-way at a location entirely separate from the grade separation or at - grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. SC-6.04., "Project Schedule" Project schedule shall be tier 3 for the project. SC-6.07., "Wage Rates" The following is the prevailing wage rate table(s) applicable to this project and is provided in the .Appendixes: Heavy and Highway Construction Projects (Horizontal Wage Rate Table) A copy of the table is also available by accessing the City's website at: httys:Happs.fortworthtexas.2ov/Prof ectResources/ You can access the file by following the directory path: 02-Construction Documents/Specifications/Div00 — General Conditions SC-6.09., "Permits and Utilities" SC-6.09A., L°Contractor obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 1. SWPPP -- TCEQ/TPDES General Permit TXR150000 SC-6.09B. "City obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the City: NONE SC-6.09C. "Outstanding permits and licenses" The following is a list of known outstanding permits and/or licenses to be acquired, if any as of April 30, 2020. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 101555 Revised March 9, 2020 00 73 00 SUPPLEMENTARY CONDITIONS Page 5 of5 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION NONE SC-7.02., "Coordination" The individuals or entities listed below have contracts with the City for the performance of other work at the Site: Vendor Scope of Work Coordination Authority NONE SC-9.01, "Communications to Contractor" NONE SC-9.01., "City's Project Manager" The City's Project Manager for this Contract is JT Auldridge (817-392-7252) or his/her successor pursuant to written notification from the Director of Transportation and Public Works Department. SC-13.03C., "Tests and Inspections" NONE SC-16.01C.1, "Methods and Procedures" NONE END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1/22/2016 F. Griffin SC-9.01., "City's Project Representative" wording changed to City's Project Manager. 3/9/2020 D.V. Magana SC-6.07, Updated the link such that files can be accessed via the City's website. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised March 9, 2020 SECTION 01 11 00 SUMMARY OF WORK PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 01 11 00-1 SUMMARY OF WORK Pagel or3 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 1.2 PRICE AND PAYMENT PROCEDURES 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. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item 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. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2: Assume fall responsibility for protection and safekeeping of materials and equipment stored on the Site. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised December 20, 2012 Ot It00-2 SUMMARY OF WORK Page 2 of 3 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights -of -way or casements of obstructions which must be removed to make possible proper prosecution of the Work as apart of the proj cet construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within casements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised December 20, 2012 01 11 00 - 3 SUMMARY OF WORK Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT ,SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION J Revision Log DATE I NAME I SUMMARY OF CHANGE CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised December 20, 2012 SECTION 0125 00 SUBSTITUTION PROCEDURES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 25 00 - 1 SUBSTITUTION PROCEDURES Page I of 4 1. The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to I or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or -equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES 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. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 01 25 00 - 2 SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed 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 products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name 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 product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, the resulting cost and/or time reduction will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH South Slayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 4. No additional contract time will be given for substitution. 5. Substitution will be rejected if: a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the City's opinion, acceptance will require substantial revision of the original design d. In the City's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION ,SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs_ related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 01 25 00 - 4 SUBSTITUTION PROCEDURES Page 4 of 4 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality arc equivalent or superior 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 late By Date Remarks Rejected Date CITY OF FORT WORTH South Slayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 SECTION 0131 19 PRECONSTRUCTION MEETING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 0131 19-1 ?RECONSTRUCTION MEETING Page 1 of 3 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the execution of the Agreement and before Work is started. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Project Representative b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised August 17, 2012 0131 19 - 2 PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Construction Schedule a. Prepare baseline construction schedule in accordance with Section 0132 15 and provide at Preconstruction Meeting. b. City will notify Contractor of any schedule changes upon Notice of Preconstruction Meeting. 5. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals in. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification 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. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing cc. Record Drawings f£ Temporary construction facilities gg. M/WBE or MBE/SBE procedures hh. Final Acceptance ii. Final Payment J. Questions or Comments CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised August 17, 2012 01 31 19-3 PRECONSTRUCTION MEETING Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised August 17, 2012 SECTION 013120 PROJECT MEETINGS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 31 20-1 PROJECT MEETINGS Page 1 of 3 1. Provisions for project meetings throughout the construction period to enable orderly review of the progress of the Work and to provide for systematic discussion of potential problems B. Deviations this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 General Requirements 1.2 PRICE AND PAYMENT PROCEDURES 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. 1.3 REFERENCES INOT USED) 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Schedule, attend and administer as specified, periodic progress meetings, and specially called meetings throughout progress of the Work. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meetings administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. 4. Meetings, in addition to those specified in this Section, may be held when requested by the City, Engineer or Contractor. B. Pre -Construction Neighborhood Meeting 1. After the execution of the Agreement, but before construction is allowed to begin, attend 1 Public Meeting with affected residents to: a. Present projected schedule, including construction start date b. Answer any construction related questions 2. Meeting Location a. Location of meeting to be determined by the City. 3. Attendees CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 0-1 31 20 - 2 PROJECT MEETINGS Page 2 o F 3 a. Contractor b. Project Representative c. Other City representatives 4. Meeting Schedule a. In general, the neighborhood meeting will occur within. the 2 weeks following the pre -construction conference. b. In no case will construction be allowed to begin until this meeting is held. C. Progress Meetings 1. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additional progress meetings to discuss specific topics will be conducted on an as - needed basis. Such additional meetings shall include, but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipment c. Coordination between other construction projects d. Resolution of construction issues e. Equipment approval 3. The Project Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting. 4. Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives c. City's representatives f. Others, as requested by the Project Representative 5. Preliminary Agenda may include: a. Review of Work progress since previous meeting b. Field observations, problems, conflicts c. Items which impede construction schedule d. Review of off -site fabrication, delivery schedules c. Review of construction interfacing and sequencing requirements with other construction contracts f. Corrective measures and procedures to regain projected schedule g. Revisions to construction schedule h. Progress, schedule, during succeeding Work period i. Coordination of schedules j. Review submittal schedules k. Maintenance of quality standards 1. Pending changes and substitutions in. Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project n. Review Record Documents o. Review monthly pay request CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 013120-3 PROJECT MEETINGS Page 3 of 3 p. Review status of Requests for Information 6. Meeting Schedule a. Progress meetings will be held periodically as determined by the Project Representative. 1) Additional meetings may be held at the request of the: a) City b) Engineer c) Contractor 7. Meeting Location a. The City will establish a meeting location_ 1) To the extent practicable, meetings will be held at the Site. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND I ANDLING [NOT USED] 111 FIELD ]SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 0132 16- 1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 5 SECTION 0132 16 CONSTRUCTION PROGRESS SCHEDULE PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. General requirements for the preparation, submittal, updating, status reporting and management of the Construction Progress Schedule 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance Document B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related. Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 General Requirements 1.2 PRICE AND PAYMENT PROCEDURES 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. 1.3 REFERENCES A. Definitions 1. Schedule Tiers a. Tier 1 - No schedule submittal required by contract. Small, brief duration proj ects b. Tier 2 - No schedule submittal required by contract, but will require some milestone dates. Small, brief duration projects c. Tier 3 - Schedule submittal required by contract as described in the Specification and herein. Majority of City projects, including all bond program projects d. Tier 4 - Schedule submittal required by contract as described in the Specification and herein. Large and/or complex projects with long durations 1) Examples: large water pump station project and associated pipeline with interconnection to another governmental entity e. Tier S - Schedule submittal required by contract as described in the Specification and herein. Large and/or very complex projects with long durations, high public visibility 1) Examples might include a water or wastewater treatment plant 2. Baseline Schedule - Initial schedule submitted before work begins that will serve as the baseline for measuring progress and departures from the schedule. 3. Progress Schedule - Monthly submittal of a progress schedule documenting progress on the project and any changes anticipated. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMF,NTS City Project No. 101555 Revised July 1, 2011 01 32 16 - 2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 4. Schedule Narrative - Concise narrative of the schedule including schedule changes, expected delays, key schedule issues, critical path items, etc B. Reference Standards 1. City of Fort Worth Schedule Guidance Document 1.4 ADMINISTRATIVE REQUIREMENTS A. Baseline Schedule 1. General a. Prepare a cost -loaded baseline Schedule using approved software and the Critical Path Method (CPM) as required in the City of Fort Worth Schedule Guidance Document. b. Review the draft cost -loaded baseline Schedule with the City to demonstrate understanding of the work to be performed and known issues and constraints related to the schedule. c. Designate an authorized representative (Project Scheduler) responsible for developing and updating the schedule and preparing reports. B. Progress Schedule l . Update the progress Schedule monthly as required in the City of Fort Worth Schedule Guidance Document. 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 3. Change Orders a. Incorporate approved change orders, resulting in a change of contract time, in the baseline Schedule in accordance with City of Fort Worth Schedule Guidance Document. C. Responsibility for Schedule Compliance 1. Whenever it becomes apparent from the current progress Schedule and CPM Status Report that delays to the critical path have resulted and the Contract completion date will not be met, or when so directed by the City, make some or all of the following actions at no additional cost to the City a. Submit a Recovery Plan to the City for approval revised baseline Schedule outlining: 1) A written statement of the steps intended to take to remove or arrest the delay to the critical path in the approved schedule 2) Increase construction manpower in such quantities and crafts as will substantially eliminate the backlog of work and return current Schedule to meet projected baseline completion dates 3) Increase the number of working hours per shift, shifts per day, working days per week, the amount of construction equipment, or any combination of the foregoing, sufficiently to substantially eliminate the backlog of work 4) Reschedule activities to achieve maximum practical concurrency of accomplishment of activities, and comply with the revised schedule 2. If no written statement of the steps intended to take is submitted when so requested by the City, the City may direct the Contractor to increase the level of effort in manpower (trades), equipment and work schedule (overtime, weekend and holiday work, etc.) to be employed by the Contractor in order to remove or arrest the delay to the critical path in the approved schedule. a. No additional cost for such work will be considered. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 01 32 16 - 3 CONSTRUCTION PROGRESS SCHEDULE Page 3 o f 5 D. The Contract completion time will be adjusted only for causes specified in this Contract. a. Requests for an extension of any Contract completion date must be supplemented with the following: 1) Furnish justification and supporting evidence as the City may deem necessary to determine whether the requested extension of time is entitled under the provisions of this Contract. a) The City will, after receipt of such justification and supporting evidence, make findings of fact and will advise the Contractor, in writing thereof. 2) If the City finds that the requested extension of time is entitled, the City's determination as to the total number of days allowed for the extensions shall be based upon the approved total baseline schedule and.on all data relevant to the extension. a) Such data shall be included in the next updating of the Progress schedule. b) Actual delays in activities which, according to the Baseline schedule, do not affect any Contract completion date shown by the critical path in the network will not be the basis for a change therein. 2. Submit each request for change in Contract completion date to the City within 30 days after the beginning of the delay for which a time extension is requested but before the date of final payment under this Contract. a. No time extension will be granted for requests which are'not submitted within the foregoing time limit. b. From time to time, it may be necessary for the Contract schedule or completion time to be adjusted by the City to reflect the effects of job conditions, weather, technical difficulties, strikes, unavoidable delays on the part of the City or its representatives, and other unforeseeable conditions which may indicate schedule adjustments or completion time extensions. 1) Under such conditions, the City will direct the Contractor to reschedule the work or Contract completion time to reflect the changed conditions and the Contractor shall revise his schedule accordingly. a) No additional compensation will be made to the Contractor for such schedule changes except for unavoidable overall contract time extensions beyond the actual completion of unaffected work, in which case the Contractor shall take all possible action to minimize any time extension and any additional cost to the City. b) Available float time in the Baseline schedule may be used by the City as well as by the Contractor. 3. Float or slack time is defined as the amount of time between the earliest start date and the latest start date or between the earliest finish date and the latest finish date of a chain of activities on the Baseline Schedule. a. Float or slack time is not for the exclusive use or benefit of either the Contractor or the City. b. Proceed with work according to early start dates, and the City shall have the right to reserve and apportion float time according to the needs of the project. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 013216-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 c. Acknowledge and agree that actual delays, affecting paths of activities containing float time, will not have any effect upon contract completion times, providing that the actual delay does not exceed the float time associated with those activities. E. Coordinating Schedule with Other Contract Schedules 1. Where work is to be performed under this Contract concurrently with or contingent upon work performed on the same facilities or area under other contracts, the Baseline Schedule shall be coordinated with the schedules of the other contracts. a. Obtain the schedules of the other appropriate contracts from the City for the preparation and updating of Baseline schedule and make the required changes in his schedule when indicated by changes in corresponding schedules. 2. In case of interference between the operations of different contractors, the City will determine the work priority of each contractor and the sequence of work necessary to expedite the completion of the entire Project. a. In such cases, the decision of the City shall be accepted as final. b. The temporary delay of any work due to such circumstances shall not be considered as justification for claims for additional compensation. m7m*Y11:3u 10 IN 11.1f: A. Baseline Schedule 1. Submit Schedule in native file format and pdf format as required in the City of Fort Worth Schedule Guidance Document. a. Native file format includes: 1) Primavera (P6 or Primavera Contractor) 2. Submit draft baseline Schedule to City prior to the pre -construction meeting and bring in hard copy to the meeting for review and discussion. B. Progress Schedule 1. Submit progress Schedule in native file format and pdf format as required in the City of Fort Worth Schedule Guidance Document. 2. Submit progress Schedule monthly no later than the last day of the month. C. Schedule Narrative 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth Schedule Guidance Document. 2. Submit schedule narrative monthly no later than the last day of the month. D. Submittal Process I . The City administers and manages schedules through Buzzsaw. 2. Contractor shall submit documents as required in the City of Fort Worth Schedule Guidance Document. 3. Once the project has been completed and Final Acceptance has been issued by the City, no further progress schedules are required. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 01.32 16 -5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 .6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 QUALITY ASSURANCE A. The person preparing and revising the construction Progress Schedule shall be experienced in the preparation of schedules of similar complexity. B. Schedule and supporting documents addressed in this Specification shall be prepared, updated and revised to accurately reflect the performance of the construction. C. Contractor is responsible for the quality of all submittals in this section meeting the standard of care for the construction industry for similar projects. 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 10I555 Revised Iuly 1, 2011 01 32 33 - 1 PRECONSTRUCTION VIDEO Page I of 2 SECTION 0132 33 PRECONSTRUCTION VIDEO PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES 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. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 o PRODUCTS INOT USED] CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July I, 2011 01 32 33 - 2 PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 SECTION 0133 00 SUBMITTALS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 013300-1 SUBMITTALS Page I of 8 1. General methods and requirements of submissions applicable to the following Work -related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 General Requirements 1.2 PRICE AND PAYMENT PROCEDURES 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. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual_ Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing c) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised December 20, 2012 013300-2 SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A-2nd submission,13-3rd submission, C=4th submission, etc.) A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) "By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 % inches x 11 inches to 8 'h inches x 11 inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised December 20, 2012 01 33 00 - 3 SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings I. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Providc such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) I ) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised December 20, 2012 Ot3300-4 SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Miil.reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: . 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on -site construction accomplishcd which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) . Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised December 20, 2012 013300-5 SUSMrrTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical 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 of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City - a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of -responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her 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 therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return -the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code I 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised December 20, 2012 01 33 00 - 6 SUBMITTALS Page 6 of 8 1) - "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "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 may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within ,15 Calendar Days of the date of the City's transmittal requiring the 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. ResubmittaIs a. Handled in the same manner as first submittals 1) " Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. 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 not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the City at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised December 20, 2012 013300-7 SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Use the Request for Information (RFI) form provided by the City. 3. Numbering of RFI a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and increasing sequentially with each additional transmittal. 4. Sufficient information shall be attached to permit a written response without further information. 5. The City will log each request and will review the request. a. If review of the project information request indicates that a change to the Contract Documents is required, the City will issue a Field Order or Change Order, as appropriate. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED) 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPEC]FICATION DOCUMENTS City Project No. 101555 Revised December 20, 2012 01 33 00 - 8 SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS f NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101 SSS Revised December 20, 2012 013513-1 SPECIAL PROJECT PROCEDURES Page 1 of g 1 SECTION 01 3513 2 SPECIAL PROJECT PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None, 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1 General Requirements 23 3. Section 33 12 25 — Connection to Existing Water. Mains 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Coordination within Railroad permit areas 27 a. Measurement 28 1) Measurement for this Item will be by lump sum. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 will be paid for at the lump sum price bid for Railroad Coordination. 32 c. The price bid shall include: 33 1) Mobilization 34 2) Inspection 35 3) Safety training 36 4) Additional Insurance 37 5) Insurance Certificates 38 6) Other requirements associated with general coordination with Railroad, 39 including additional employees required to protect the right-of-way and 40 property of the Railroad from damage arising out of and/or from the 41 construction of the Project. 42 2. Railroad Flagmen CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised December 20, 2012 01 35 13-2 SPECIAL PROJECT PROCEDURES Page 2 of 8 I a. Measurement 2 1) Measurement for this Item will be per working day. 3 b. Payment 4 1) The work performed and materials furnished in accordance with this Item 5 will be paid for each working day that Railroad Flagmen are present at the 6 Site. 7 c. The price bid shall include: 8 1) Coordination for scheduling flagmen 9 2) Flagmen 10 3) Other requirements associated with Railroad 11 3. All other items 12 a. Work associated with these Items is considered subsidiary to the various Items 13 bid. No separate payment will be allowed for this Item. 14 1.3 REFERENCES 15 A. Reference Standards 16 1. Reference standards cited in this Specification refer to the current reference 17 standard published at the time of the latest revision date logged at the end of this 18 Specification, unless a date is specifically cited. 19 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 20 High Voltage Overhead Lines. 21 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 22 Specification 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Coordination with the Texas Department of Transportation 25 1. When work in the right-of-way which is under the jurisdiction of the Texas 26 Department of Transportation (TxDOT): 27 a. Notify the Texas Department of Transportation prior to commencing any work 28 therein in accordance with the provisions of the permit 29 b. All work performed in the TxDOT right-of-way shall be performed in 30 compliance with and subject to approval from the Texas Department of 31 Transportation 32 B. Work near High Voltage Lines 33 1. Regulatory Requirements 34 a. All Work near High Voltage Lines (more than 600 volts measured between 35 conductors or between a conductor and the ground) shall be in accordance with 36 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 37 2. Warning sign 38 a. Provide sign of sufficient size meeting all OSHA requirements. 39 3. Equipment operating within 10 feet of high voltage lines will require the following 40 safety features 41 a. Insulating cage -type of guard about the boom or arm 42 b. Insulator links on the lift hook connections for back hoes or dippers 43 c. Equipment must meet the safety requirements as set forth by OSHA and the 44 safety requirements of the owner of the high voltage lines 45 4. Work within 6 feet of high voltage electric lines CITY OF FORT WORTH South Stayton Strcct Rcalignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised December 20, 2012 0135 13-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 a. Notification shall be given to: 2 1) The power company (example: ONCOR) 3 a) Maintain an accurate log of all such calls to power company and record 4 action taken in each case. 5 b. Coordination with power company 6 1) After notification coordinate with the power company to: 7 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 8 lower the lines 9 c. No personnel may work within 6 feet of a high voltage line before the above 10 requirements have been met. 11 C. Confined Space Entry Program 12 1. Provide and follow approved Confined Space Entry Program in accordance with 13 OSHA requirements. 14 2. Confined Spaces include: 15 a. Manholes 16 b. All other confined spaces in accordance with OSHA's Permit Required for 17 Confined Spaces 18 D. Air Pollution Watch Days 19 1. General 20 a. Observe the following guidelines relating to working on City construction sites 21 on days designated as "AIR POLLUTION WATCH DAYS". 22 b. Typical Ozone Season 23 1) May 1 through October 31. 24 c. Critical Emission Time 25 1) 6:00 a.m. to 10:00 a.m. 26 2. Watch Days 27 a. The Texas Commission on Environmental Quality (TCEQ), in coordination 28 with the National Weather Service, will issue the Air Pollution Watch by 3:00 29 p.m. on the afternoon prior to the WATCH day. 30 b. Requirements 31 1) Begin work after 10:00 a.m. whenever construction phasing requires the 32 use of motorized equipment for periods in excess of 1 hour. 33 2) However, the Contractor may begin work prior to 10:00 a.m. i£ 34 a) Use of motorized equipment is less than 1 hour, or 35 b) If equipment is new and certified by EPA as "Low Emitting", or 36 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 37 alternative fuels such as CNG. 38 E. TCEQ Air Permit 39 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 40 F. Use of Explosives, Drop Weight, Etc. 41 1. When Contract Documents permit on the project the following will apply: 42 a. Public Notification 43 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 44 prior to commencing. 45 2) Minimum 24 hour public notification in accordance with Section 01 31 13 46 G. Water Department Coordination CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised December 20, 2012 01 35 13 - 4 SPECIAL PROJECT PROCEDURES Page 4 o f 8 1 1. During the construction of this project, it will be necessary to deactivate, for a 2 period of time, existing lines. The Contractor shall be required to coordinate with 3 the Water Department to determine the best times for deactivating and activating 4 those lines. 5 2. Coordinate any event that will require connecting to or the operation of an existing 6 City water line system with the City's representative. 7 a. Coordination shall be in accordance with Section 33 12 25. 8 b. If needed, obtain a hydrant water meter from the Water Department for use 9 during the life of named project. 10 c. In the event that a water valve on an existing live system be turned off and on 11 to accommodate the construction of the project is required, coordinate this 12 activity through the appropriate City representative. 13 1) Do not operate water line valves of existing water system. 14 a) Failure to comply will render the Contractor in violation of Texas Penal 15 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 16 will be prosecuted to the full extent of the law. 17 b) In addition, the Contractor will assume all liabilities and 18 responsibilities as a result of these actions. 19 H. Public Notification Prior to Beginning Construction 20 1. Prior to beginning construction on any block in the project, on a block by block 21 basis, prepare and deliver a notice or flyer of the pending construction to the front 22 door of each residence or business that will be impacted by construction. The notice 23 shall be prepared as follows: 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 the following 27 information: 28 a) Name of Project 29 b) City Project No (CPN) 30 c) Scope of Project (i.e. type of construction activity) 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 after-hours phone number 35 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 36 A. 37 3) Submit schedule showing the construction start and finish time for each 38 block of the project to the inspector. 39 4) Deliver flyer to the City Inspector for review prior to distribution. 40 b. No construction will be allowed to begin on any block until the flyer is 41 delivered 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 temporarily shut down water service to 44 residents or businesses during construction, prepare and deliver a notice or flyer of 45 the pending interruption to the front door of each affected resident. 46 2. Prepared notice as follows: 47 a. The notification or flyer shall be posted 24 hours prior to the temporary 48 interruption. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 013513-5 SPECIAL PROJECT PROCEDURES Page 5of8 b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. J. Coordination with United States Army Corps of Engineers (USAGE) 1. At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. K. Coordination within Railroad Permit Areas 1. At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates f. Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any supplemental information needed to comply with the railroad's requirements. 3. Railroad Flagmen a. Submit receipts to City for verification of working days that railroad flagmen were present on Site. L. Dust Control 1. Use acceptable measures to control dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. b. If wet saw cutting is performed, capture and properly dispose of slurry. M. Employee Parking 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Stayton Street Realignment City Project No. 101555 013513-6 SPECIAL PROJECT PROCEDURES Page 6 of 8 1 LS SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT. USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.4.13- Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4,E — Added Contractor responsibility for obtaining a TCFQ Air Permit CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 0135 13 - 7 SPECIAL PROJECT PROCEDURES Page 7 of 8 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UDDER A CONTRACT WITH THE: CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR ,AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR°S SUPERINTENDENTS AT <TELEPHONE NO> OR Mr. <CITY INSPECTORS AT < TELEPHONE NO> AFTER 4:30 PM OR ONE WEEKENDS, PLEASE CALL (917) 392 6306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Stayton Street Realignment City Project No. 101555 I 2 3 Dots EXHIBIT B FORTWORTH 00S NO. xxxx >"Je" 01 35 13-8 SPECIAL PROJECT PROCEDURES Pagc 8 of 8 NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE. NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Stayton Street Realignment City Project No. 101555 01 4523 TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART1- GENERAL iRM1110051u ►\ VA A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another external FTP site approved by the City. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised March 9, 2020 01 45 23 TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE, MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 3/9/2020 D.V. Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised March 9, 2020 015000-1 TEMPORARY FACILITIES AND CONTROLS Page 1 of4 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART1- GENERAL i If I111 1iIA3lu It T/ A. Section Includes: Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 --- Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I General Requirements 1.2 PRICE AND PAYMENT PROCEDURES 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. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary 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 authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 01 50 00 - 2 TEMPORARY FACILITIES AND CONTROLS Page 2 oF4 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. 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 facilities by construction personnel at job site. a. Enclose and anchor sanitary .facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off 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, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. b. Remove building from site prior to Final Acceptance. D. Temporary Fencing Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 Ol 5000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 o f 4 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on -call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] L7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE -INSTALLATION 3.7 FIELD loa] 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 A. Temporary Facilities CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 10 15 55 Revised July 1, 2011 015000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH South Slayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 101555 Revised July 1, 2011 01 55 26 - 1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of SECTION 0155 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I — General Requirements 3. Section 34 71 13 — Traffic Control 1.2 PRICE AND PAYMENT PROCEDURES 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. flit=9040104;7DQ101V A. Reference Standards 1. Reference standards cited in this specification 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 is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control 1. General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 015526-2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control Prior to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is riot delayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic 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 reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING ]NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC COWROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 015713-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION 0157 13 STORM WATER POLLUTION PREVENTION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to.- 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 3125 00 — Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 3125 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2- Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification 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 is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General. 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH South Slayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July I, 2011 Ol57N-2 STORM WATER POLLUTION PREVENTION Page 2 oi3 B. Construction Activities resulting in: l . Less than l acre of disturbance a. Provide erosion and sediment control in accordance with Section 3125 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, . Environmental Division, (817) 392-6089. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 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 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP Submit in accordance with Section 0133 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: l) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 10 15 55 Revised July 1, 2011 01 57 13 - 3 STORM WATER POLLUTION PREVENTION Page 3 oF3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 0133 00. 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE INOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE I NAME I SUMMARY OF CHANGE CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 SECTION 0158 13 TEMPORARY PROJECT SIGNAGE PART1- GENERAL 1.1 SUMMARY 015813-1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 A. Section Includes: 1. Temporary Project Signage Requirements B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES, 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. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USEDI 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 112 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED JoR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Design Criteria 1. Provide free standing Project Designation Sign in accordance with City's Standard Details for project signs. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 01 58 13-2 TEMPORARY PROJECT SIGNAGF, Page 2 of 3 B. Materials 1. Sign a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Provide vertical installation at extents of project. 2. Relocate sign as needed, upon request of the City. B. Mounting options a. Skids b. Posts c. Barricade 3.5 REPAIR 1 RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.14 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION (NOT USED] 3.13 MAINTENANCE A. General 1.. Maintenance will include painting and repairs as needed or directed by the City. 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 01 58 13-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH South Stay -ton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 SECTION 0160 00 PRODUCT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 60 00 PRODUCT REQUIREMENTS Page I of 2 1. References for. Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. A list of City approved products for use is available through the City's website at: https:gapps.fortworthtexas.gov/ProjectResources/ and following the directory path; 02 - Construction Documents/Standard Products List B. Only products specifically included on City's Standard Product List in these Contract 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 specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. D. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. E. See Section 0133 00 for submittal requirements of Product Data included on City's Standard Product List, 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS (NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised March 9, 2020 01 6000 PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 3/9/2020 D.V. Magaiia Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website_ CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised March 9, 2020 01 66 00 - 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page I of 4 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS 191.11 t4 aI "BICIA11711 1.1 SUMMARY A. Section Includes: l . Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Fortes and Conditions of the Contract 2. Division 1 General Requirements 1.2 PRICE AND PAYMENT PROCEDURES 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. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 01 66 00 - 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1 Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off -site storage and protection when on -site storage is not adequate. a. Provide addresses of and access to off -site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION INOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 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 A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 016600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 017000-1 MOBILIZATION AND REMOBILIZATION Page l of 5 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor's personnel, equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation l I at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from 1 location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor's personnel, equipment, and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor's personnel, equipment, and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment, supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor's personnel, equipment, and operating . 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects 45 a. Mobilization and Demobilization CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised November 22, 2016 01 70 00 - 2 MOBILIZATION AND RF,MOBILIZATION Page 2 of 5 1 1) Mobilization shall consist of the activities and cost on a Work Order_ basis 2 necessary for: 3 a) Transportation of Contractor's personnel, equipment, and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel, equipment, and operating 9 supplies from the Site including disassembly for each issued Work 10 Order 1 1 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is,provided elsewhere in the contract. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 — General Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment [Consult City Department/Division .for direction on if 26 Mobilization pay item to be included or the item should be subsidiary. Include the 27 appropriate Section 1.2 A. 1.] 28 1. Mobilization and Demobilization 29 a. Measure 30 1) This Item will be measured by the lump sum or each as the work 31 progresses. Mobilization is calculated on the base bid only and will not be 32 paid for separately on any additive alternate items added to the Contract. 33 2) Demobilization shall be considered subsidiary to the various bid items. 34 b. Payment 35 1) For this Item, the adjusted Contract amount will be calculated as the total 36 Contract amount less the lump sum for mobilization. Mobilization shall be 37 made in partial payments as follows: 38 a) When I % of the adjusted Contract amount for construction Items is 39 earned, 50% of the mobilization lump sum bid or 5% of the total Contract 40 amount, whichever is less, will be paid. 41 b) When 5% of the adjusted Contract amount for construction Items is 42 earned, 75% of the mobilization lump sum bid or 10% of the total Contract 43 amount, whichever is less, will be paid. Previous payments under the Item 44 will be deducted from this amount. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised November 22, 2016 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 5 1 c) When 10% of the adjusted Contract amount for construction Items is 2 earned, 100% of the mobilization lump sum bid or 10% of the total 3 Contract amount, whichever is less, will be paid. Previous payments under 4 the Item will be deducted from this amount. 5 d) A bid containing a total for "Mobilization" in excess of 10 % of total 6 contract shall be considered unbalanced and a cause for consideration 7 of rejection. 8 e) The Lump Sum bid for "Mobilization — Paving/Drainage" shall NOT 9 include any cost or sum for mobilization items associated with 10 waterlsewer items. Those costs shall be included in the various 11 water/sewer bid Items. Otherwise the bid Items shall be considered 12 unbalanced and a cause for consideration of rejection. 13 1) The Lump Sum bid for "Mobilization — Paving" shall NOT include 14 any cost or sum for mobilization items associated with drainage items. 15 Those costs shall be included in the "Mobilization — Drainage" Lump 16 Sum bid Item. Otherwise the bid Items shall he considered unbalanced 17 and a cause for consideration of rejection. 18 g) The Lump Sum bid for "Mobilization — Drainage" shall NOT 19 include any cost or sum for mobilization items associated with paving 20 items. Those costs shall be included in the "Mobilization -- Paving" 21 Lump Sum bid Item. Otherwise the bid Items shall be considered 22 unbalanced and a cause for consideration of rejection. 23 2) The work performed and materials furnished for demobilization in 24 accordance with this Item are subsidiary to the various Items bid and no other 25 compensation will be allowed. 26 2. Remobilization for suspension of Work as specifically required in the Contract 27 Documents 28 a. Measurement 29 1) Measurement for this Item shall be per each remobilization performed. 30 b. Payment 31 1) The work performed and materials furnished in accordance with this Item 32 and measured as provided under "Measurement" will be paid for at the unit 33 price per each "Specified Remobilization" in accordance with Contract 34 Documents. 35 c. The price shall include: 36 1) Demobilization as described in Section I.I.A.2.a.1) 37 2) Remobilization as described in Section I.1.A.2.a-2) 38 d. No payments will be made for standby, idle time, or lost profits associated this 39 Item. 40 3. Remobilization for suspension of Work as required by City 41 a. Measurement and Payment 42 1) This shall be submitted as a Contract Claim in accordance with Article 10 43 of Section 00 72 00. 44 2) No payments will be made for standby, idle time, or lost profits associated 45 with this Item. 46 4. Mobilizations and Demobilizations for Miscellaneous Projects 47 a. Measurement 48 1) Measurement for this Item shall be for each Mobilization and 49 Demobilization required by the Contract Documents CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised November 22, 2016 017000-4 MOBILIZATION AND REMOBILIZATION Page 4 of 5 1 b. Payment 2 1) The Work performed and materials furnished in accordance with this Item 3 and measured as provided under "Measurement" will be paid for at the unit 4 price per each "Work Order Mobilization" in accordance with Contract 5 Documents. Demobilization shall be considered subsidiary to mobilization 6 and shall not be paid for separately. 7 c. The price shall include: 8 1) Mobilization as described in Section 1.1.A.3.a.1) 9 2) Demobilization as described in Section 1.1.A.3.a.2) 10 d. No payments will be made for standby, idle time, or lost profits associated this 11 Item. 12 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 13 a. Measurement 14 1) Measurement for this Item shall be for each Mobilization and 15 Demobilization required by the Contract Documents 16 b. Payment 17 1) The Worts performed and materials furnished in accordance with this Item 18 and measured as provided under "Measurement" will be paid for at the unit 19 price per each "Work Order Emergency Mobilization" in accordance with 20. Contract Documents. Demobilization shall be considered subsidiary to 21 mobilization and shall not be paid for separately. 22 c. The price shall include 23 1) Mobilization as described in Section 1.1.A.4.a) 24 2) Demobilization as described in Section I.I.A.3.a.2) 25 d. No payments will be made for standby, idle time, or lost profits associated this 26 Item. 27 1.3 REFERENCES [NOT USED] 28 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 29 1.5 SUBMITTALS [NOT USED] 30 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 31 1.7 CLOSEOUT SUBMITTALS [NOT USED] 32 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 33 1.9 QUALITY ASSURANCE [NOT USED] 34 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 35 1.11 FIELD [SITE] CONDITIONS [NOT USED] 36 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH South Staylon Strcet Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised November 22, 2016 017000-5 MOBILIZATION AND REMOBILIZATION Page 5 of 5 I PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 11 /22/16 Michael (liven 1.2 Price and Payment Procedures - Revised specification, including blue text, to make specification flexible for either subsidiary or paid bid item for Mobilization. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised November 22, 2016 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of S SECTION 01 71 23 CONSTRUCTION STAKING AND SURVEY PART 1- GENERAL 1.1 SUMMARY A. Section Includes: Requirements for construction staking and construction survey B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily Iimited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Construction Staking a. Measurement 1) Measurement for this Item shall be by Iump num- b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "Construction Staking". 2) Payment for "Construction Staking" shall he made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following: 1) Verification of control data provided by City. 2) Placement, maintenance and replacement of required stakes and markings in the field. 3) Preparation and submittal of construction staking documentation in the form of "cut sheets" using the City's standard template. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. As -Built Survey a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "As -Built Survey". CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised February 14, 2015 01 71 23 - 2 CONSTRUCTION STAKING AND SURVEY Page 2 of S 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following:: 1) Field measurements and survey shots to identify location of completed facilities. 2) Documentation and submittal of as -built survey data onto contractor redline plans and digital survey files. 1.3 REFERENCES A. Definitions 1. Construction Survey - The survey measurements made prior to or while construction is in progress to control elevation, horizontal position, dimensions and configuration of structures/improvcments included in the Project Drawings. 2. As -built Survey —The measurements made after the construction of the improvement features are complete to provide position coordinates for the features of a project. 3. Construction Staking — The placement of stakes and markings to provide offsets and elevations to cut and fill in order to locate on the ground the designed structures/improvements included in the Project Drawings. Construction staking shall include staking casements and/or right of way if indicated on the plans. 4. Survey "Field Checks" — Measurements made after construction staking is completed and before construction work begins to ensure that structures marked on the ground are accurately located per Project Drawings. B. Technical References 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw wcbsite) 01 71 23.16.01— Attachment A —Survey Staking Standards 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available on City's Buzzsaw website). 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land Surveying in the State of Texas, Category 5 1.4 ADMINISTRATIVE REQUIREMENTS A. The Contractor's selection of a surveyor roust comply with Texas Government Code 2254 (qualifications based selection) for this project. 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section 01 33 00. B. All submittals shall be received and reviewed by the City prior to delivery of work. Lwow JLII[�L`RYt : r ILIILI�i 1�YLl►l�C17:7u /:� Y C/7►/.� 1[cifL`3u 1 Y Iif K� Ify A. Field Quality Control Submittals CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised February 14, 2018 01 71 23-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1. Documentation verifying accuracy of field engineering work, including coordinate conversions if plans do not indicate grid or ground coordinates. 2. Submit "Cut -Sheets" conforming to the standard template provided by the City (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards). 1.7 CLOSEOUT SUBMITTALS B. As -built Redline Drawing Submittal 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of constructed improvements signed and sealed by Registered Professional Land Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A Survey Staking Standards) . 2. Contractor shall submit the proposed as -built and completed redline drawing submittal one (1) week prior to scheduling the project final inspection for City review and comment. Revisions, if necessary, shall be made to the as -built redline drawings and resubmitted to the City prior to scheduling the construction final inspection. 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Construction Staking 1. Construction staking will be performed by the Contractor. 2. Coordination a. Contact City's Project Representative at least one week in advance notifying the City of when Construction Staking is scheduled. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. General a. Contractor is responsible -for preserving and maintaining stakes. If City surveyors are required to re -stake for any reason, the Contractor will be responsible for costs to perform staking. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed disturbed or omitted that the contracted Work cannot take place then the Contractor will be required to stake or re -stake the deficient areas. B. Construction Survey 1. Construction Survey will be performed by the Contractor. 2. Coordination a. Contractor to verify that horizontal and vertical control data established in the design survey and required for construction survey is available and in place. 3. General a. Construction survey will be performed in order to construct the work shown on the Construction Drawings and specified in the Contract Documents. b. For construction methods other than open cut, the Contractor shall perform construction survey and verify control data including, but not limited to, the following: 1) Verification that established benchmarks and control are accurate. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised February 14, 2018 017123-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 2) Use of Benchmarks to furnish and maintain all reference lines and grades for tunneling. 3) Use of line and grades to establish the location of the pipe. 4) Submit to the City copies of field notesused to establish all lines and grades, if requested, and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City, if requested, to verify the guidance system and the line and grade of the carrier pipe. 6) The Contractor remains fully responsible for the accuracy of the work and correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to the City. 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct the installation in accordance with the Contract Documents. C. As -Built Survey 1. Required As -Built Survey will be performed by the Contractor. 2. Coordination a. Contractor is to coordinate with City to confirm which features require as - built surveying. 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 construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark the location during the progress of construction and take as -built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. 3. General a. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following: 1) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 250 linear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub -outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevation`s and coordinates for force mains and siphon sanitary sewer lines (non -gravity facilities) at the following locations: (1) Minimum every 250 linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater — Not Applicable CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised February 14, 2018 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of S b. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features after the construction 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) Sampling stations c) Meter boxes/vaults (All sizes) d) Fire hydrants e) Valves (gate, butterfly, etc.) f) Air Release valves (Manhole rim and vent pipe) g) Blow off valves (Manhole rim and valve Iid) h) Pressure plane valves i) Underground Vaults (1) Rim and flowline elevations and coordinates for each Underground Vault. 3) Sanitary Sewer a) Cleanouts (1) Rim and flowline elevations and coordinates for each b) Manholes and Junction Structures (1) Rim and flowline elevations and coordinates for each manhole and junction structure. 4) Stormwater — Not Applicable 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY PART2- PRODUCTS A. A construction survey will produce, but will not be limited 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 throughout construction. 3. The location of planned facilities, easements and improvements. a. Establishing final line and grade stakes for piers, floors, grade beams, parking areas, utilities, streets, highways, tunnels, and other construction. b. A record of revisions or corrections noted in an orderly manner for reference. c. A drawing, when required by the client, indicating the horizontal and vertical location of facilities, easements and improvements, as built. 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 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. Digital survey files in the following formats shall be acceptable: a. AutoCAD (.dwg) b. ESRI Shapefile (.shp) CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised February 14, 2018 01 71 23 - 6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use standard templates, if available) 6. Survey files shall include vertical and horizontal data tied to original project control and benchmarks, and shall include feature descriptions PART 3 - EXECUTION 3.1 INSTALLERS A. Tolerances: The staked location of any improvement or facility should be as accurate as practical and necessary. The degree of precision required is dependent on many factors all of which must remain judgmental. The tolerances listed hereafter arc based on generalities and, under certain circumstances, shall yield to specific requirements. The surveyor shall assess any situation by review of the overall plans and through consultation with responsible parties as to the need for specific tolerances. a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical tolerance. Horizontal alignment for earthwork and rough cut should not exceed 1.0 ft. tolerance. b. Horizontal alignment on a structure shall be within .0. l ft tolerance. c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and walkways shall be located within the confines of the site boundaries and, occasionally, along a boundary or any other restrictive line. Away from any restrictive line, these facilities should be staked with an accuracy producing no more than 0.05ft. tolerance from their specified locations. d. Underground and overhead utilities, such as sewers, gas, water, telephone and electric lines, shall be located horizontally within their prescribed areas or easements. Within assigned areas, these utilities should be staked with an accuracy producing no more than 0.1 ft tolerance from a specified location. c. The accuracy required for the vertical location of utilities varies widely. Many underground utilities require only a minimum cover and a tolerance of 0.1 ft. should be maintained. Underground and overhead utilities on planned profile, but not depending on gravity flow for performance, should not exceed 0.1 ft. tolerance. B. Surveying instruments shall be kept in close adjustment according to manufacturer's specifications or in compliance to standards. The City reserves the right to request a calibration report at any time and recommends regular maintenance schedule be performed by a certified technician every 6 months. 1. Field measurements of angles and distances shall be done in such fashion as to satisfy the closures and tolerances expressed in Part 3.1.A. 2. Vertical locations shall be established from a pre-establishcd benchmark and checked by closing to a different bench mark on the same datum. 3. ,Construction survey field work shall correspond to the client's plans. Irregularities or conflicts found shall be reported promptly to the City. 4. Revisions, corrections and other pertinent data shall be logged for future reference. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised February 14, 2018 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR / RESTORATION A. If the Contractor's work damages or destroys one or more of the control monuments/points set by the City, the monuments shall be adequately referenced for expedient restoration. 1. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. a. Contractor shall perform replacements and/or restorations. b. The City may require at any time a survey "Field Check" of any monument or benchmarks that are set be verified by the City surveyors before farthcr associated work can move forward. 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oft] SITE QUALITY CONTROL A. It is the Contractor's responsibility to maintain all stakes and control data placed by the City in accordance with this Specification. This includes easements and right of way, if noted on the plans. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP A. Survey Checks 1. The City reserves the right to perform a Survey Check at any time deemed necessary. 2. Checks by City personnel or 3`d party contracted surveyor are not intended to relieve the contractor of his/her responsibility for accuracy. 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised February 14, 2018 017123-8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson Added instruction and modified measurement & payment under 1.2; added 8/31/2017 M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "btue text'; revised measurement and payment sections for Construction Staking and As -Built Survey; added reference to selection compliance with TGC 2/14/2018 M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as -built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 101555 Revised February 14, 2018 FORT WORTH Section 01 71 23.01 ` Attachment A Survey Staking Standards February 2017 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Pagel of 22 These procedures are intended to provide a standard method for construction staking services associated with the City of Fort Worth projects. These are not to be considered all inclusive, but only as a general guideline. For projects on TXDOTright-of-way or through jointTXDOT participation, adherence to the TXDOT Survey Manual shall be followed and if a discrepancy arises, the TXDOT manual shall prevail. (http://onlinemanuais.txdor.goy/txdotmanuals/ess/ess.pdf If you have a unique circumstance, please consult with the project manager, inspector, or survey department at 817-392-7925. Table of Contents I. City of Fort Worth Contact Information II. Construction Colors III. Standard Staking Supplies IV. Survey Equipment, Control, and Datum Standards V. Water Staking VI. Sanitary Sewer Staking VII. Storm Staking VIII. Curb and Gutter Staking IX. Cut Sheets X. As -built Survey O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 2 of 22 I. Survey Department Contact Information Physical and mailing address: 8851 Camp Bowie West Boulevard Suite 300 Fort Worth, Texas 76116 Office: (817) 392-7925 Survey Superintendent, direct line: (817) 392-8971 II. Construction Colors The following colors shall be used for staking or identifying features in the field. This includes flagging, paint of laths/stakes, paint of hubs, and any identification such as pin flags if necessary. Utility Color PROPOSED EXCAVATION ALL ELECTRIC AND CONDUITS EWHITE POTABLE WATER lj GAS OR OIL YE1.1.OW TELEPHONE/FIBER OPTIC ORANGE SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS, AND ALL PAVING INCLUDING CURB, SIDEWALK, BUILDING CORNERS PINK SANITARY SEWER IRRIGATION AND RECLAIMED WATER III. Standard Staking Supplies IteM Minimum size Lath/Stake 36" tall 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 hods (1/2" or greater diameter) 18" long Survey Marking Paint Water -based Flagging 1" wide Marking Whiskers (feathers) 6" long Tacks (for marking hubs) 3/4" long O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 3 of 22 IV. Survey Eguipment1 Control, and Datum Standards A. City Benchmarks Ail city benchmarks can be found here: http://fortworthtexas.gov/itsolutions/GIS/ Look for 'Zoning Maps'. Under 'Layers', expand 'Basemap Layers', and check on 'Benchmarks'. B. Conventional or Robotic Total Station Equipment I. A minimum of a 10 arc -second instrument is required. IL A copy of.the latest calibration report may be requested by the City at any time. It is recommended that an instrument be calibrated by certified technician at least 1 occurrence every 6 months. C. Network/V.R.S. and static GPS Equipment I. It is critical that the surveyor verify the correct horizontal and vertical datum prior commencing work_ A site calibration may be required and shall consist of at least 4 control points spaced evenly apart and in varying quadrants. Additional field checks of the horizontal and vertical accuracies shall be completed and the City may ask for a copy of the calibration report at any time. Network GPS such as the Western Data Systems or SmartNet systems may be used for staking of property/R.O.W, forced -main water lines, and rough -grade only. No GPS staking for concrete, sanitary sewer, storm drain, final grade, or anything that needs vertical grading with a tolerance of 0.25' or less is allowed. D. Control Points Set I. All control points set shall be accompanied by a lath with the appropriate Northing, Easting, and Elevation (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. II. Datasheets are required for all control points set. Datasheet should include: A. Horizontal and Vertical Datum used, Example: N.A.D.83, North Central Zone 4202, NAVD 88 Elevations B. Grid or ground distance. —If ground, provide scale factor used and base point coordinate, Example: C.S.F.=0.999125, Base point=North: 0, East=O C. Geoid model used, Example: GEOID12A 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 4 of 22 E. Preferred Grid Datum Although many plan sets can be in surface coordinates, the City's preferred grid datum is listed below. Careful consideration must be taken to verify what datum each project is in prior to beginning work. It is essential the surveyor be familiar with coordinate transformations and how a grid/surface/assumed coordinate system affect a project. Protected Coordinate System: NAD_1983_StatePlane_Texas_North_Central_FIPS_4Z02_Feet Projection: Lambert_ Conformal_ Conic Fa Ise_Easting: 1968500.00000000 False —Northing: 65 61666.66666667 Central Meridian:-98.50000000 Standard Parallel 1: 32.13333333 Standard Parallel 2: 33.96666667 Latitude —Of —Origin: 31.66666667 Linear Unit: Foot US Geographic Coordinate System: GCS_ North_American_1983 Datum: D North American 1983 Prime Meridian: Greenwich Angular Unit: Degree Note: Regardless of what datum each particular project is in, deliverables to the City must be converted/translated into this preferred grid datum. 1 copy of the deliverable should be in the project datum (whatever it may be) and 1 copy should be in the NAD83, TX North Central 4202 zone. See Preferred File Naming Convention below F. Preferred Deliverable Format txt csv dwg .job G. Preferred Data Format P,N,E,Z,D,N Point Number, Northing, Easting, Elevation, Description, Notes (if applicable) H. Preferred File Naming Convention This is the preferred format: City Project Number Description_Datum.csv Example for a project that has surface coordinates which must be translated: File 1: C1234 As -built of Water on Main Street Grid NA083 TXSP 4202.csv O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 5 of 22 File 2: C1234_As-built of Water on Main Street —Project Specific Datum.csv Example Control Stakes O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 6 of 22 0� CY_ LLI _ � m M J f17 LLJ J C 0 { 1016 Q i— W __1 W EL. = 1O0.OD' © W W W O U m [I- �7 U O 4 = J i O w = W _ < J t I O LL- Li l iY J � CC T 0 , m L} © w cl� C) CP #1j' N�bOOO,00 E=5000,00 V. - !Water Staking.Standards O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 7 of 22 A. Centerline Staking — Straight Line Tangents I. Offset lath/stakes every 200'.on even stations II. Painted blue lath/stake only, no hub is required III. Grade is to top of pipe (T/P) for 12" diameter pipes or smaller IV. Grade to flow line (F/L) for 16" and larger diameter pipes V. Grade should be 3.50' below the proposed top of curb line for 10" and smaller diameter pipes Vl. Grade should be 4.00' below the proposed top of curb line for 12" and larger diameter pipes VII. Cut Sheets are required on all staking and a copy can be received from the survey superintendent Optional. Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking - Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval IL Same grading guidelines as above Ili. Staking of radius points of greater than 100' may be omitted C. Water Meter Boxes I. 7.0' perpendicular offset is preferred to the center of the box IL Center of the meter should be 3.0' behind the proposed face of curb III. Meter should be staked a minimum of 4.5' away from the edge of a driveway 1V. Grade is to top of box and should be +0.06' higher than the proposed top of curb unless shown otherwise on the plans D. Fire hydrants I. Center of Hydrant should be 3.0' behind proposed face of curb II. Survey offset stake should be 7.0' from the center and perpendicular to the curb line or water main III. Grade of hydrants should be +0.30 higher than the adjacent top of curb E. Water Valves & Vaults I. Offsets should be perpendicular to the proposed water main ll. RIM grades should only be provided if on plans Example later Stakes 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 8 of 22 . � . ®% . . � .S� e « / \ §k � 2 � )§ 0 \ 1 O/ y >/ 7 2+0 / 162 b � n . \ � k§\\ E42 \ §/ [k \ . \ Gr)E 0 g < �f O/ £ w/ J 2&a + , \� , 11 L \ 2 _ EL- ,m« Ca % \ . \ E =k « k� \ $ . \ )2 \ W § Ir k LY R § m-C o L E § IL Lj LjW y 6 §$ 2 \ [§ § §)} LLJ _ 3 ��LLJ 3 2 0 ° - UA , § S � 2 � g \ U 2 < n m fnLa 5 � V1. Sanl ary Sewers akin \ \k§ 7)\ 3=sue yƒ■( =q_j mm= O: peesMsGovernance Process\Temporary Spec Files\Capital li r C pDli @ Div 01\0171 2I1 a1-meametA Surma Staking Stand2rsdo, Page gw72 A. Centerline Staking — Straight Line Tangents I. Inverts shall be field verified and compared against the plans before staking lI. Painted green lath/stake WITH hub and tack or marker dot, no flagging required III. 1 offset stake between manholes if manholes are 400' or less apart IV. Offset stakes should be located at even distances and perpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted Vi. If multiple lines are at one manhole, each line shall have a cut/fill and direction noted VII. Stakes at every grade break Vill. Cut sheets are required on all staking Optional. Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking — Curves 1. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Sanitary Sewer Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor If. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans 0ASpecs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 10 of 22 �J Example Sanitary Sewer Stakes �tl Z 1J n d G i I�{ 7' �f S5 sTn=at71� 4�r C--t c,yei - a J w� �ZA dg Z O. ~ P f f �w km4T_ LL ! W r� rf} r: LA ram- n o n j/,S E Stj II MI IR_4� 11 C-15- li �w C-a-ll = U-D- a a fl:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 2116.01WAttachment A_Survey Staking Standards.docx Page 11 of 22 VII. Storm Sewer & Inlet Staikin A. Centerline Staking Straight Line Tangents I. 1 offset stake every 200' on even stations H. Grades are to flowline of pipe unless otherwise shown on plans III. Stakes at every grade break IV. Cut sheets are required on all staking Optional. Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking — Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 2S' interval II. Staking of radius points of greater than 100' may be omitted C. Storm Drain Inlets I. Staking distances should be measured from end of wing IL Standard 10' Inlet = 16.00' total length III. Recessed 10' Inlet = 20.00' total length IV. Standard double 10' inlet = 26.67' total length V. Recessed double 10' inlet = 30.67'total length D. Storm Drain Manholes 1. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted_ III. RIM grade should only be on the stake when provided in the plans 0;\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 12 of 22 Example Storm Inlet Stales FRONT FRONT (SIDE FACING j (SIDE FACING s� i �m € Q I r r m BACK BACK (30E FAatQ R.0.W.) -- �5EIE FAME R.6:i4_} ' IDENTIFIES WH101-I m IDENTIFIES 11AiICH ac {� END OF THE WINO +h, @ END OF' THE WING ' I BEING STAYED �, HEING STAKED "—' V I INLET STATION (IF NOTED ON PLANS) IDENWIES GRACE T TO TOP OF CURII + O I I € IpENTfF1ES CRApE 0 [7HE I• DISTANCES FOR INLETS STANDARD 70- 16'�` REi GED 10' m W STANDARD DQUELE 10' - 26.$•i HUB %MTH TACK f� ^ — — — — — — RECESSED DOUBLE— 'J4— — — — .._. — ..._..._- — _.........-. 4-1 I - SAG, OF INLET WI I bI RIM i 9ACY OF CLIFF I fi.A.CR QF (URB H+iNu .0 'i - k.' ai . ,a v .1 • fY1Ml l •. h _ FLOkiLINE --- -I FACE OF I`ILET FACE OF*INL.ET �. FLDWIJNE �. EDGE: OF PAVEMENT EDGE OF PAVEMENT O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 13 of 22 mmEDGE OF PAVEMENT— - bill. Curb and Gutter Stakin A. Centerline Staking — Straight Line Tangents V. 1 offset stake every 50' on even stations VI. Grades are to top of curb unless otherwise shown on plans VII. Stakes at every grade break Vill. Cut sheets are required on all staking Optional. Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking — Curves Ill. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval IV. Staking of radius points of greater than 100' may be omitted 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01 Attachment A_Survey Staking Standards.docx Page 14 of 22 Example Curb & Gutter Stakes FRONT (SIDE FACING 1-Q o FRONT MRiiESEM F (9bE FACING (L} POINT OF T ENT aye, FRONT t_ (SIDE: FACING ) PONT W CAVA UAE PC ' (SDE FACING �) 0 8 II c ?7 'S BACK :TA � f' MEN11PIES OFFSET IS M c- o (SIDE FACING R.O.W,) /� "4v cF cNRG OR F/c T/ FOR Fh CE OF CURET I o e T ParaTc III I w III I N7E"MES GRADE IS I III I (14 T6 TOP OF CURB hq BRPI]E ON HUB ELEVA710N '1© t MAR" MNT5 , — 3 I TIP OF GURF BACK OF CURB FACE bF CURB 1/0 I]}� FLW�LIME EC tE OF PAVEUENT Ex�_I_e Curb & Gutter Stakes at Intersection 0:\Specs-Stds Governance Process\Temporary Spec Files\Capita! Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A —Survey Staking Standards.docx Page 15 of 22 r � §|K z � 0 / ¥ a a= Q mC ] u.. } *. .. k�§ $§ `It ° �§ LU j ®�\ — — ,C. /6 z N�§ USG w| w m ». p I _ y � » ` zx.m — — La ) ] � & \ . _ RUM JO _. 5� _,..a �\ (z Vol N[ !, Ld °° o�mIL ,or RI � - ) § @ k C- 0 j »o< - ; 2 � a /kw#z {§Ld O: pc 2dsGaernanc Roc @ATe mpva>spcRe\Capi lbli ryc poll > Div 0Go171 2I16 a1 Attachment A surer Staking aandars.dox Page 16 0 22 IX. Cut Sheets A. Date of field work B. Staking Method (GPS, total station) C. Project Name D. City Project Number (Example: C01234) E. Location (Address, cross streets, GPS coordinate) . F. Survey company name G. Crew chief name H. A blank template can be obtained from the survey superintendent (see item I above) Standard City Cut Sheet City Project Date: Plumber: _ Project Name: _ ❑ TOTAL Staking Method: ❑ GPS STATION ❑ OTHER LOCATION: CONSULTANT/CONTRACTOR SURVEY CREW INITIALS ALL GRADES ARE TO FLOWLINE OR TOP OF CURES UNLESS OTHERWISE NOTED - PT # STATION OFFSET -LT/+RT DESCRIPTION PROP. GRADE STAKED ELEV. - CUT + FILL O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 17 of 22 X. As -built 5urveV A. Definition and Purpose The purpose of an as -built survey is to verify the asset was installed in the proper location and grade. Furthermore, the information gathered will be used to supplement the City's GIS data and must be in the proper format when submitted. See section IV. As -built survey should include the following (additional items may be requested): Manholes Top of pipe elevations every 250 feet Horizontal and vertical points of inflection, curvature, etc. (All Fittings) Cathodic protection test stations Sampling stations Meter boxes/vaults (All sizes) Fire lines Fire hydrants Gate valves (rim and top of nut) Plugs, stub -outs, dead-end lines Air Release valves (Manhole rim and vent pipe) Blow off valves (Manhole rim and valve lid) Pressure plane valves Cleaning wyes Clean outs Casing pipe (each end) Inverts of pipes Turbo Meters A:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 18 of 22 B. Example Deliverable A hand written red line 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 the asset is missing, then the surveyor should write "NOT FOUND" to notify the City. O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 19 of 22 926.rL X wl'rofOFi045Y 9 nov _ Gtl 4Y 17.ilCCld AL7 ' lIiA) sVh7 f.A'bfhYYl 1h`371 UgAwwilms Ohl El $ 9 _q4 III of ! "i33 F "'- ErR� �g,gl�gg€lay 105 PAWN r _ M;if, a W 7. a -K. _ AL+-M1 RD j �/� -- Yf 51 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 20 of 22 srk 'Gam - lM iM:Ow trWAMR ;��eeYD f F &. 4�> BLK B Lor 2 Krlm+l ^-w-,7s LM f�. wIQER f14 r+ar� �Td(!•Sr.Ai � IP'fY± fPIPYD DR1 REt.V11F 6 SRlYfv'E EXIST. @ESErA fflo"IWI CONRECT M mgr.BiVi reR IX57'Afl. Ftf"'Ay" SLF�VE '24 1» 1-116A1t• VArVz N•641'IlSCSd�ifl e�"rx..rnnss t5r _ fr SM 0- M(#- Jo WL f iC rSYFlII. 6EHA Fom.�d ' - e'"Iit�tw rIFVALVERyRAYI' CE:NVItVE'titw WMW r� tttr t R.W.FMV I � rraar � �suwry r" "7 i E.Y,51:G�E Yau7c E�hR ens u: +m„�� a; at4•au. of l{l{1{j( 19 � e,oz Lis e14'tKYV.-1� ?Sri uh(i.7L16 -' f2°bt (FIOIb ?3N7 STdO°57�'- iVV+ryll_e l.S67iV±r t r`"F. $two SIEEVE wrZ4.."'Vkw. W tr W 2RiVER ME M1 � nmwf 7 Tor rEmr. rr Ifff P P iR3�t r-Y. �i3f19,£/36 - r ni BU40 a— vs - P�Fr)SEn SEC 514FE. O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 21 of 22 & 936fZ-X W's+,Wr�' I l,dv X61&mM 103rWd A10 �lISM ?CW _67V+f_&W lff !AAydM d VAA9S AWMNVS OW N31YM ■fig hV gg e F S� Y b4.•� a� ' h id �� i sI-a�pgg�da �� a a�$ 01 RM gggp g�Q�,,rr� a ,,�aq� � l�iL3k a�� @hh3 � 415111 {Y� 9 R F � d 4 v 7 3Nf7 SS'dOEfd p5.OY115 3N17 Na1%W aIc 6 •r { ~df i - f 01 ZA ggg 23.16.01—Attachment A_Survey Staking Standards.docx Page 22 of 22 Obviously the .csv or .txt file cannot be signed/sealed by a surveyor in the format requested. This is just an example and all this information should be noted when - delivered to the City so it is clear to what coordinate system the data is in. POWNO. NORTHING FASTING ELEV. DESCRIPTION 1 69,16257.189 2296079.165 12b.09 %F%4H RIM L 4 t T' 2 69462.60_R93 2296062,141 725,668 GV RIM 3 6946307.399 2296038.306 726.85 GV RIM �`: [ l�. 6- 1- 4 6946220,5S2 2296011.025 723,358 SSMH RIM 5 6946195.23 229601.5 116 722 123 GV RIM 6 6946190.528 2296022.721 722.325 FH Cl 7 6946136,012 2295992.115 719.448 WM RIM 8 6946002.267 2295919.133 Y13.331 WFO RIM TX, ti , 9 6946003.056 2295933.418 713.652 CO RIM 10 6945984.677 2295880,52 711.662 SSMH RIM 11 6945986,473 2295869.892 710,046 WM RIN1 12 6945895,077 2295860.962 707.72 WM RIM 13 694589G.591 2295862.188 708.205 WM RIM�- 14 6945934.286 2295841,925 709.467 WM RIM 15 6945936 727 229583044.1 710.084 CO RIM 16 6945835.678 2295799.707 707.774 SSMH RIM f J 17 6945817.488 2295827.011 708.392 SSMH RIM 18 6945759.776 2295758.643 711.218 SSMH RIM p lE}C 19 6945769.563 2295778.424 710.086 GV RIM 20 6945743,318 2295788,392 710.631 CV RIM 21 6945723.219 2295754394 712.849 GV RIM fi 22 6945682 21 2295744.22 716.686 WM RIM 23 6945621.902 2295669.471 723.7G WN1 RIM T 24 6945643.407 2295736.03 719-737 CO RIM C 25 6945571.059 2295655-195 727.514 SSN114 RIM 26 6945539,498 2295667.803 729,123 WM RIM j �J 27 6945519.834 2295619.49 732.689 WI41 RIM �-Ci` r� 13 r'U• ��. 28 6945417.879 2295580.27 740.521 WM RIM 29 6945456.557 2295643.145 736.451 CO RIM { 1 T-F- b 30 6945387.356 2295597.101 740.756 CV RIM '{ �- ✓ (_ ¢}y) S 31 6945370.688 2295606.793 740.976 GV RIM 32 6945381.53 2295610,559 740408 FH 33 6945321.228 2295551.105 746.34 WM RIM 34 6945319,365 2295539.728 746,777 CO RIM 35 6945242.289 2295570.715 749.454 WM RIM 36 6945233,624 2295544.626 749.59 55MH RIM 37 6945206,483 2295529.305 751.058 WM RIM 38 6945142.015 2295551.66b 750.953 WM RIM 39 6945113.445 2295520.335 751A71 WM RIM 40 41 6945049.02 6945041,024 2295527,345 2295552.675 752.257 SSNI11RIM 751.79 WM RIM Tt 42 6945038.878 2295552.147 751.88 WM RIM ,Y 43 6945006.397 2295518.135 752.615 WM RIM 1i#atifi 44 6944944.792 2295520.635 752.801 WM RIM 45 6944943 432 2295556 479 752.156 WM RIM 46 6944860.416 2295534.391 752.986 SSMH RIM O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 24 of 24 C. Other preferred as -built deliverable Some vendors have indicated that it is easier to deliver this information in a different format. Below is an example spreadsheet that is also acceptable and can be obtained by request from the survey superintendent. 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 25 of 25 � Jill I' I II R � cr c n � W ----'- - ----.._..- - --' » 4 F 9d w� 3 I® ililY! I A YP WY a' , O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 26 of 26 SECTION 0174 23 CLEANING PART1- GENERAL 1.1 SUMMARY 017423-1 CLEANING Pagel of 4 A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES 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. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 01 7423 -2 CLEANING Page 2 of 4 L11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 21 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR1 SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING, A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of 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 solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 01 74 23 - 3 CLEANING Page 3 of 4 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on -site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Interior Final Cleaning 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other foreign materials from sight -exposed surfaces. 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 3. Wash and shine glazing and mirrors. 4. Polish glossy surfaces to a clear shine. 5. Ventilating systems a. Clean permanent filters and replace disposable filters if units were operated during construction. b. Clean ducts, blowers and coils if units were operated without filters during construction. 6. Replace all burned out lamps. 7. Broom clean process area floors. 8. Mop office and control room floors. D. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from 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 along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 017423-4 CLEANING Page 4 of 4 4. if no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS (NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 101555 Revised July 1, 2011 017719-1 CLOSEOUT REQUIREMENTS Page 1 of 3 SECTION 0177 19 CLOSEOUT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES 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. 1.3 REFERENCES [NOTUSED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 01 77 19-2 CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION ]NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 0178 39 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 74 23. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City`s written notice, inform the City, that the 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. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH South Stayton Street Realignment STANDARD -CONSTRUCTION SPFCIFICAT[ON DOCUMENTS City Project No. 101555 Revised July 1, 2011 017719-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: 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. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor' F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 39 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 10155S Revised July 1, 2011 01 7823- 1 OPERATION AND MAINTENANCE DATA Page I of SECTION 0178 23 OPERATION AND MAINTENANCE DATA PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES 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. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 '/z inches x 11 inches b. Paper 1) 40 pound minimum, white, for.typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPFCIFICATION DOCUMENTS City Project No. 101555 Revised December 20, 2012 0l7823-2 OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content 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 to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Proj ect Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF PORT WORTH Soath Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised December 20, 2012 01 78 23 - 3 OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance 3. Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 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. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised December 20, 2012 01 78 23 - 4 OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking 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 Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised December 20, 2012 017823-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1.10 DELIVERY, STORAGE, AND HANDLING ]NOT USED] 1.11 FIELD [SITE] CONDITIONS ]NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31 /2012 D. Johnson 1.5.A.1 — title of section removed CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised December 20, 2012 SECTION 0178 39 PROJECT RECORD DOCUMENTS PART 1- GENERAL 01 7S 39 - 1 PROJECT RECORD DOCUMENTS Page I of 4 1.1 SUMMARY A. Section Includes: 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division l — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES 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. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS INOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records l . Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 Ot y839-2 PROJECT RECORD DOCUMENTS Page 2 of 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING ' A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. . At a time nearing the completion of the Work and prior to Final Inspection, provide the City I complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 31 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 01 7S 3R - 3 PROJECT RECORD DOCUMENTS Page 3 of 4 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical Iayout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within I inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. t01555 Revised July 1, 9011 01 78 39 - 4 PROJECT RECORD DOCUMENTS Page 4 of 4 c. Call attention to each entry by drawing a "cloud" around the area or areas affected. d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.9 FIELD lox] 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 [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 10 15 55 Revised July 1, 2011 3441 10 - 1 TRAFFIC SIGNALS Page 1 of 107 SECTION 34 4110 TRAFFIC SIGNALS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. LED Traffic Signal Head Assemblies 2. LED Countdown Pedestrian Signal Head Assemblies 3. Pedestrian Push Button Assemblies 4. Accessible Pedestrian Signals (APS) 5. Radar Detection Equipment and Cable 6. Hybrid Vehicle Detection System and Cable 7. Vehicle Loop Detectors (Sawcut) 8. Emergency Vehicle Preemption Equipment and Cable 9. Battery Back-up (BBU) System for Signal Cabinets 10. Multi -conductor Cable 11. Power Lead-in Cable 12. Grounding Conductors 13. Ground Rod 14. Ground Boxes 15. Traffic Signal Structures 16. Foundations 17. Hardware Signal Pole Paint 18. Signal Controller 19. Controller Cabinet Assembly 20. Roadside Flashing Beacon Assembly 21. School Zone Flasher Assembly 22, Rectangular Rapid Flashing Beacon (RRFB) Assembly 23. Louvered Back Plates 24. Powder Coating Signal Structures B. Deviations from this City of Fort Worth Standard Specification 1. Added Specifications far Video Detection System, Modem & PTZ Cameras C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I — General Requirements 3. Section 03 30 00 Cast -in -Place Concrete 4. Section 26 05 00 — Common Work Results for Electrical 5. Section 26 05 33 — Raceways and Boxes for Electrical Systems CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 2 TRAFFIC SIGNALS Page 2 of 107 6. Section 3123 16 — Unclassified Excavation 7. Section 3124 00 — Embankments 8. Section 33 05 10 Utility Trench Excavation, Embedment and BackfLll 9. Section 33 05 30 — Location of Existing Utilities 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. LED Traffic Signal Head Assemblies a. Measurement 1) Measurement for this Item shall be per each LED traffic signal head assembly installed. b. Payment 1) The work performed and materials furnished in accordance to this Item shall be paid for at the unit price bid per each "Signal Head Assmbly" installed for: a) Various numbers of sections c. The price bid shall include: I) Furnishing and installing LED Traffic Signal Head Assembly and appurtenances including hinge pins, lens clips, locking devices, and gaskets 2) Housing and doors 3) Detachable visors 4) LED lamp unit 5) Louvers 6) Mounting hardware 7) Aluminum, vented one- or two-piece back plates and mounting hardware 8) Cable inside the pole will be paid for separately 2. LED Countdown Pedestrian Signal Head Assemblies a. Measurement 1) Measurement for this Item shall be per each pedestrian signal section or each pedestrian signal retrofit module installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Fed Signal Section" or "Ped Signal Retrofit Module" installed. c. The price bid for "Ped Signal Section" shall include: 1) Furnishing, assembling, and installing the pedestrian signal sections 2) Housing units 3) LED countdown pedestrian units 4) Mounting attachments and completing wiring connections 5) Cable inside the pole will be paid for separately d. The price bid for "Ped Signal Retrofit Module" shall include: 1) Furnishing, assembling, and installing the pedestrian signal sections 2) LED countdown pedestrian units 3) Mounting attachments and completing wiring connections 4) Disposal of incandescent unit 5) Cable inside the pole will be paid for separately 3. Pedestrian Push Button Assemblies a. Measurement CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPFCIFICATiON DOCUMENTS CityProject No, 101555 Revised October 12, 2015 3441 10-3 TRAFFIC SIGNALS Page 3 of 107 1) Measurement for this Item shall be per each pedestrian push button installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Ped Push Btn Assmbly" installed for: a) Various mounting methods c. The price bid shall include: 1) Furnishing and installing Pedestrian Push Button Assemblies 2) Button housing 3) Button cap 4) LED indication 5) Push button signs 6) Switch 7) Built-in surge protection 8) Audible notification system 9) Mounting hardware 10) Cable inside the pole will be paid for separately 4. Accessible Pedestrian Signals (APS) a. Measurement 1) Measurement for this Item shall be per each accessible pedestrian signal station installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Accessible Pedestrian Signal" unit of the type specified. c. The price bid shall include: 1) Furnishing, installing, and testing the Accessible Pedestrian Signal pushbutton stations 2) Mounting hardware 3) Sign adapter 4) Pushbutton stations 5) Central control units 6) Vibrotactile arrow with high visual contrast 7) Wiring harness 8) Voice message setup 9) Configuration devices or software 10) R10-3e (L/R) signs 11) The signal conductor cable from the signal cabinet to the pushbutton station shall be paid for under "Multi -conductor Cable" 5. Radar Detection System and Cable a. Furnish and Install Radar Detection System 1) Measurement a) Measurement for this Item shall be per each intersection approach furnished and installed. 2) Payment a) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Furnish/Install Radar Detection System" installed for: CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10-4 TRAFFIC SIGNALS Page 4 of 107 (1) Various types 3) The price bid shall include: a) Furnishing, assembling and installing Radar Detection Device b) Contact closure input file cards c) Relays d) Detector back plates e) Set-up and diagnostic software including programming and testing of all detection zones per signal plans. f) Circuits g) Mounting hardware h) Cable will be paid for separately b. Install Radar Detection System 1) Measurement a) Measurement for this Item shall be per each intersection approach installed. 2) Payment a) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Install Radar Detection Device" for: (1) Various types 3) The price bid shall include: a) Scheduling pickup of material from the City b) Pickup and transportation of material from the City to the jobsite c) Taking precautions to ensure material is not damaged during transportation d) Installing Radar Presence Device e) Installing detector back plates f) Relays g) Set-up and diagnostic software including programming and testing of all detection zones per signal plans. h) Circuits i) Cable will be paid for separately Furnish and Install Radar Detection Cable 1) Measurement a) Measurement for this Item shall be per linear foot of radar detection cable furnished and installed. 2) Payment a) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per linear foot "Furnish/install Radar Detection Cable" installed. 3) The price bid shall include: a) Furnishing and installing radar detection cable b) Making all connections to radar detection detectors and back panels d. Install Radar Detection Cable 1) Measurement a) Measurement for this Item shall be per linear foot of radar detection cable installed. 2) Payment CITY OF PORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 101555 Revised October 12, 2015 344110-5 TRAFFIC SIGNALS Page 5 of 107 a) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per linear foot "Install Radar Detection Cable" installed. 3) The price bid shall include: a) Scheduling pickup of material from the City b) Pickup and transportation of material from the City to the jobsite c) Taking precautions to ensure material is not damaged during transportation d) Installing radar cable e) Making all connections to radar detectors and back panels 6. Hybrid Vehicle Detection System and Cable a. Furnish and Install Hybrid Vehicle Detection System 1) Measurement a) Measurement for this Item shall be per each intersection approach furnished and installed. 2) Payment a) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Furnish/Install Hybrid Detection". 3) The price bid shall include: a) Purchasing equipment and cable from City if called out in the Drawings b) Furnishing, installing and testing hybrid detection c) Detector units d) Mini -hub detector cards e) Mounting hardware f) Operational software g) Communication interface panel h) Field setup monitor i) Setup of all detection zones per traffic signal plans. Setup must be approved by City staff. j) Cable will be paid for separately b. Install Hybrid Vehicle Detection System 1) Measurement a) Measurement for this Item shall be per each intersection approach installed. 2) Payment a) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Install Hybrid Vehicle Detection'. 3) The price bid shall include: a) Scheduling pickup of material from the City b) Pickup and transportation of material from the City to the jobsite c) Taking precautions to ensure material is not damaged during transportation d) Installing and testing all VIVDS components e) Setup of all detection zones per traffic signal plans. Setup must be approved by City staff. Furnish and Install Hybrid Vehicle Detection Cable 1) Measurement CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CityProject No. 101555 Revised October 12, 2015 3441 10 - 6 TRAFFIC SIGNALS Page 6 of 107 a) Measurement for this Item shall be per linear foot of hybrid detection cable furnished and installed. 2) Payment a) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per linear foot "Furnish/Install Hybrid Detection Cable". 3) The price bid shall include: a) Furnishing and installing hybrid detection cable b) Making all connections to cameras and controller equipment d. Install Hybrid Vehicle Detection Cable 1) Measurement a) Measurement for this Item shall be per linear foot of hybrid detection cable installed. 2) Payment a) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per linear foot "Install Hybrid Detection Cable" installed. 3) The price bid shall include: a) Scheduling pickup of material from the City b) Pickup and transportation of material from the City to the jobsitc c) Taking precautions to ensure material is not damaged during transportation d) Installing cable e) Making all connections to cameras and controller equipment f) Cable inside the pole will be paid for separately 7. Vehicle Loop Detectors (Sawcut) a. Measurement 1) Measurement for this Item will be per linear foot of sawcut containing loop wire. b. Payment 1) The work performed and materials furnished in accordance to this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per linear foot of "Loop Detector Cable Sawcut". c. The price bid shall include: 1) Sawcutting pavement 2) Excavation 3) Disposal of excess material 4) Backfill 5) Pavement repair associated with sawcutting 6) Sawcut wire 7) Sealant 8) Sealant placement 9) Clean-up 10) Testing 11) Conduit and loop wire from the edge of pavement to the ground box used for vehicle loop detectors 12) The following items will be paid for separately: a) New ground boxes b) New loop lead in cable CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 7 TRAFFIC SIGNALS Pagc 7 of 107 8. Emergency Vehicle Preemption Equipment and Cable a. Furnish and Install Preemption Detector 1) Measurement a) Measurement for this Item shall be per each Preemption Detector furnished and installed. 2) Payment a) The work performed and materials famished in accordance with this Item shall be paid for at the unit price bid per each "Furnish/Install Preempt Detector" for: (1) Various types 3) The price bid shall include: a) Furnishing, installing and testing preemption detectors b) Card rack c) Phase selector d) Mounting hardware e) Cable inside the pole will be paid for separately b. Install Preemption Detector 1) Measurement a) Measurement for this Item shall be per each Preemption Detector installed. 2) Payment a) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Install Preempt Detector" for: (1) Various types 3) The price bid shall include: a) Scheduling pickup of material from the City b) Pickup and transportation of material from the City to the jobsite c) Taking precautions to ensure material is not damaged during transportation d) Installing and testing preemption detector Furnish and Install Preemption Cable 1) Measurement a) Measurement for this Item shall be per linear foot of preemption cable furnished and installed. 2) Payment a) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per linear foot "Fumish/Install Preemption Cable" installed. 3) The price bid shall include: a) Furnishing and installing preemption cable b) Making all connections to preemption detectors, phase selectors, and controller d. Install Preemption Cable 1) Measurement a) Measurement for this Item shall be per linear foot of preemption cable installed. 2) Payment CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10-5 TRAFFIC SIGNALS Pago 8 of 107 a) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per linear foot "Install Preemption Cable" installed. 3) The price bid shall include: a) Scheduling pickup of material from the City b) Pickup and transportation of material from the City to the jobsite c) Taking precautions to ensure material is not damaged during transportation d) Installing preemption cable c) Making all connections to preemption detectors, phase selectors, and controller 9. Battery Bach -Up (BBU) System for Signal Cabinets a. Furnish and Install BBU System for Signal Cabinet 1) Measurement a) Measurement for this Item shall be per each BBU System component furnished and installed. 2) Payment a) The work performed and materials furnished in accordance to this Item shall be paid for at the unit price bid per each "Furnish/Install BBU System" for.- (1) Various components (2) Various types 3) The price bid shall include: a) Furnishing, installing and testing the BBU system b) Purchasing equipment from City if called out in the Drawings c) Inverter/charger d) Manual bypass switch e) Integrated power transfer switch or automatic bypass switch f) Batteries g) Self-contained external mounted cabinet h) Mounting hardware i) Wiring, and all necessary hardware and software b. Install BBU System for Signal Cabinet 1) Measurement a) Measurement for this Item shall be per each BBU System installed. 2) Payment a) The work performed and materials furnished in accordance to this Item shall be paid for at the unit price bid per each "Install BBU System" for: (1) Various types 3) The price bid shall include. a) Scheduling pickup of material from the City b) Pickup and transportation of material from the City to the jobsite c) Taking precautions to ensure material is not damaged during transportation d) Installing and testing the BBU system e) Wiring, and all necessary hardware and software 10. Multi -conductor Cable a. Measurement CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 ID-9 TRAFFIC SIGNALS Page 9 of 107 1) Measurement for this Item shall be per linear foot. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per linear foot of "Multi -conductor Cable" installed for: a) Various types b) Various sizes The price bid shall include: 1) Furnishing and installing Multi -conductor Cable 11. Power Lead-in Cable a. Measurement 1) Measurement for this Item shall be per linear foot of power lead-in cable installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement' shall be paid for at the unit'price bid per linear foot of "Insulated Elec Condr" installed for: a) Various types b) Various sizes c. The price bid shall include: 1) Furnishing and installing Power Lead-in Cable 12. Grounding Conductors a. Measurement 1) Measurement for this Item shall be per linear foot. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per linear foot of "Bare Elec Condr" installed for: a) Various types b) Various sizes c. The price bid shall include: 1) Furnishing and installing Grounding Conductors 13. Ground Rod a. Measurement 1) This Item is considered subsidiary to the various Traffic Signal Structures being installed. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to various Traffic Signal Structures being installed and shall be subsidiary to the unit price bid per various Traffic Signal Structures being installed, and no other compensation will be allowed. 14. Ground Boxes a. Measurement 1) Measurement for this Item shall be per each. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Ground Box" installed for: 2) Various sizes 3) Various types CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10- 10 TRAFFIC SIGNALS Page 10 of 107 c. The price bid shall include: 1) Furnishing and installing Ground Box 2) Excavation and backfill 3) Enclosures 4) Covers 5) Bolts 6) Gravel 7) Concrete apron when required 15. Traffic Signal Structures a. Furnish and Install Pedestal and Push Button Pole Assembly 1) Measurement a) Measurement for this Item shall be per each assembly furnished and installed. 2) Payment a) The work performed and materials furnished in accordance to this Item shall be paid for at.the unit price bid per each "Furnish/Install Ped or Push Button Pole Assmbly" furnished and installed for: (1) Various types (2) Various sizes 3) The price bid shall include: a) Excavation and backfill b) Furnishing and installing each Pedestal or Push Button Pole Assembly c) Purchasing pedestal pole assemblies from City if called out in the Drawings d) Furnishing, placement and compaction of backfill e) Anchor bolts f) Clean-up b. Install Pedestal or Push Button Pole Assembly 1) Measurement a) Measurement for this Item shall be per each assembly installed. 2) Payment a) The work performed and materials furnished in accordance to this Item shall be paid for at the unit price bid per each "Install Ped or Push Button Pole Assmbly" furnished and installed for: (1) Various types (2) Various sizes 3) The price bid shall include: a) Scheduling pickup of material from the City b) Pickup and transportation of material from the City to the jobsite c) Taking precautions to ensure material is not damaged during transportation d) Excavation and backfill c) Installing each Pedestal or Push Button Pole Assembly f) Furnishing, placement and compaction of backfill g) Clean-up c. Furnish and Install Signal Poles 1) Measurement a) Measurement for this Item shall be per each signal pole furnished and installed. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10-11 TRAFFIC SIGNALS Page l l of 107 2) Payment a) The work performed and materials furnished in accordance to this Item shall be paid for at the unit price bid per each "Fumish/Install Signal Pole" installed for: (1) Various types 3) The price bid shall include: a) Excavation and backfill b) Furnishing and installing each Signal Pole Assembly c) Luminaire arm d) LED fixture shall be paid for separately e) Erecting assembly on concrete foundation f) Furnishing and placing anchor bolts, nuts, washers, and templates d. Install Signal Poles 1) Measurement a) Measurement for this Itemm shall be per each signal pole installed. 2) Payment a) The work performed and materials furnished in accordance to this Item shall be paid for at the unit price bid per each "Install Signal Pole" installed for.- (1) Various types 3) The price bid shall include: a) Scheduling pickup of material from the City b) Pickup and transportation of material from the City to the jobsite c) Taking precautions to ensure material is not damaged during transportation d) Excavation and backfill e) Installing each Signal Pole Assembly f) Installing luminaire arm, fixture, and lamp if specified g) Erecting assembly on concrete foundation h) Installing anchor bolts, nuts, washers, and templates e. Furnish and Install Mast Arm 1) Measurement a) Measurement for this Item shall be per each Mast Arm furnished and installed. 2) Payment a) The work performed and materials furnished in accordance to this Item shall be paid for at the unit price bid per each "Fumish/Install Mast Arm" furnished and installed for: (1) Various length intervals (2) Various types 3) The price bid shall include: a) Furnishing, assembling and installing Mast Arm b) Mounting equipment c) Luminaire arm, if specified d) LED fixture shall be paid for separately e) Vibration dampers f) Clean-up Install Mast Arm 1) Measurement a) Measurement for this Item shall be per each Mast Arm installed_ C I Y OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 12 TRAFFIC SIGNALS Page 12 of 107 2) Payment a) The work performed and materials furnished in accordance to this Item shall be paid for at the unit price bid per each "Install Mast Arm" installed for: (1) Various length intervals (2) Various types 3) The price bid shall include: a) Scheduling pickup of material from the City b) Pickup and transportation of material from the City to the jobsite c) Taking precautions to ensure material is not damaged during transportation d) Assembling and installing Standard Mast Arm e) Installing luminaire arm, fixture, and lamp if specified f) Mounting equipment g) Vibration dampers h) Clean-up 16. Foundations a. Measurement 1) Measurement for this Item shall be per each. b. Payment 1) The work performed and materials furnished in accordance to this Item shall be paid for at the unit price bid per each "Foundation" installed for: a) Various types c. The price bid shall include: 1) Coordination and notification 2) Exploratory excavation (as needed) 3) Excavation 4) Disposal of excess material 5) Hauling 6) Protection of the excavation 7) Forms 8) Reinforcing steel 9) Grounding rods 10) Concrete 11) Installing Foundation 12) Clean-up 13) Testing 17. Hardware Signal Pole Paint a. Measurement 1) This Item is considered subsidiary to the various Traffic Signal Structures being installed and painted. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to various Traffic Signal Structures being installed and painted and shall be subsidiary to the unit price bid per various Traffic Signal Structures being installed and painted, and no other compensation will be allowed. 1.8. Signal Controller a. Furnish and Install Signal Controller CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 101555 Revised October 12, 2015 3441 10 - 13 TRAFFIC SIGNALS Page 13 of 107 1) Measurement a) Measurement for this Item shall be per each controller installed. 2) Payment a) The work performed and materials furnished in accordance to this Item shall be paid for at the unit price bid per each "Furnish/Install Signal Controller" installed for: (1) Various mounting methods 3) The price bid shall include: a) Taking precautions to ensure material is not damaged during transportation b) Installing the controller in the cabinet c) Wiring d) Testing e) Troubleshooting b. Install Signal Controller 1) Measurement a) Measurement for this Item shall be per each assembly installed. 2) Payment a) The work performed and materials furnished in accordance to this Item shall be paid for at the unit price bid per each "Controller & Cabinet" installed for: (1) Various mounting methods 3) The price bid shall include: a) Scheduling pickup of material from the City b) Pickup and transportation of material from the City to the jobsite c) Taking precautions to ensure material is not damaged during transportation d) Installing the controller in the cabinet e) Wiring f) Testing g) Troubleshooting 19. Controller Cabinet Assembly a. Furnish and Install Controller Cabinet Assembly 1) Measurement a) Measurement for this Item shall be per each assembly installed. 2) Payment a) The work performed and materials furnished in accordance to this Item shall be paid for at the unit price bid per each "Furnish/Install Controller & Cabinet Assmbly" installed for: (1) Various mounting methods (2) Various types 3) The price bid shall include: a) Taking precautions to ensure material is not damaged during transportation b) Installing the controller cabinet assembly on the foundation or support c) Power supply d) Conflict monitor e) Load switches I) Conduit within 6" of foundation CITY OF FORT WORTH South Stayron Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 14 TRAFFIC SIGNALS Page 14 of 107 g) Grounding rod h) Wiring i) Carle within 6" of foundation j) Terminating k) Testing l) Troubleshooting b. Install Controller Cabinet Assembly 1) Measurement a) Measurement for this Item shall be per each assembly installed. 2) Payment a) The work performed and materials furnished in accordance to this Item shall be paid for at the unit price bid per each "Controller & Cabinet" installed for: (1) Various mounting methods 3) The price bid shall include: a) Scheduling pickup of material from the City b) Pickup and transportation of material from the City to the jobs ite c) Taking precautions to ensure material is not damaged during transportation d) Installing the Controller and Cabinet Assembly on the foundation or support e) Conduit within 6" of foundation f) Grounding rod g) Wiring h) Cable within 6" of foundation i) Terminating j) Testing k) Troubleshooting 20. Roadside Flashing Beacon Assembly a. Measurement 1) Measurement for this Item shall be per each assembly installed, relocated, or removed. b. Payment 1) The work performed and materials furnished in accordance to this Item shall be paid for at the unit price bid per each assembly installed for: a) Install Roadside Flashing Beacon Assembly b) Relocate Roadside Flashing Beacon Assembly c) Remove Roadside Flashing Beacon Assembly d) Various applications including signal ahead, intersection ahead, stop ahead, etc. c. The price bid shall include: 1) Installation a) Furnishing; fabricating, galvanizing, assembling, and erecting the roadside flashing beacon assemblies. b) Foundations c) Anchor bolts, nuts, washers, and templates d) Cabinet e) Controller f) Flasher and interface board CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10- IS TRAFFIC SIGNALS Page 15 of 107 g) Sign h) Beacon i) Back plate, if required j) Solar panel, if specified k) Solar regulator / charger, if specified 1) Batteries, if specified m) Equipment, materials, labor, tools, and incidentals. n) Pedestal pole base o) Pedestal pole p) Pole reinforcing collar 2) Relocation a) Removing the roadside flashing beacon assembly b) Removing existing foundations 2' below grade e) Installing new foundations d) Furnishing, fabricating, and installing any new components as required and replacing the assembly on its new foundations with all manipulations and electrical work e) Salvaging materials to be returned to the City f) Disposal of unsalvageable material g) Loading and hauling h) Equipment, material, labor, tools, and incidentals 3) Removal a) Removing the various roadside flashing beacon assemblies components b) Removing the foundations 2' below grade c) Storing the components to be reused or salvaged d) Disposal of unsalvageable material e) Backfilling and surface placement f) Loading and hauling g) Equipment, materials, tools, labor, and incidentals 21. School Zone Flasher Assembly a. Measurement 1) Measurement for this Item shall be per each School Zone Flasher assembly furnished and installed. b. Payment 1) The work performed and materials furnished in accordance to this Item shall be paid for at the unit price bid per each "Furnish/Install School Zone Flasher" furnished and installed. c. The price bid shall include: 1) Excavation and backfill 2) Foundation 3) Pedestal pole 4) Pedestal base 5) Pole reinforcing collar 6) Mounting hardware 7) Sign(s) 8) Wiring 9) Cabinet 10) Time switch CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - l6 TRAFFIC SIGNALS Page 16 of 107 11) Cell modem 12) 12" polycarbonate traffic signal head 13) Solar array, if specified 14) Batteries, if specified 15) Flasher and interface circuit board 16) Photovoltaic controller 17) Power supply and timing 18) Programming 19) Erecting assembly on concrete foundation 20) Furnishing and placing anchor bolts, nuts, washers, and templates 22. Rectangular Rapid Flashing Beacon (RRFB) Assembly a. Measurement 1) Measurement for this Item shall be per each RRFB assembly furnished and installed. b. Payment 1) The work performed -and materials furnished in accordance to this Item shall be paid for at the unit price bid per each "Furnish/Install RRFB" installed for: a) Various types c. The price bid shall include: 1) Excavation and backfill 2) Foundation 3) Pole 4) LED flasher module 5) Mounting hardware 6) Sign(s) 7) Solar panel 8) Batteries 9) Wiring 10) Web-bascd monitoring 11) Detection system as specified in the plans 12) Wireless communication system 13) Erecting assembly on concrete foundation 14) Furnishing and placing anchor bolts, nuts, washers, and templates 23. Louvered Back Plates a. Measurement 1) Measurement for this Item shall be considered subsidiary to the Signal Head Assmbly pay items. b. Payment 1) The work performed and materials furnished in accordance to this Item shall be considered subsidiary to the Signal Head Assmbly pay items. c. The price bid shall include: 1) Installing louvered back plate to signal heads 2) Mounting hardware (self -tapping screws) 3) Clean-up 24. Powder Coating Signal Structures a. Measurement 1) Measurement for this Item shall be per each traffic signal structure powder coated. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 34 4l 10 - 17 TRAFFIC SIGNALS Page 17 of 107 b. Payment 1) The work performed and materials furnished in accordance to this Item shall be paid for at the unit price bid per each traffic signal structure powder coated for: a) Various length of traffic signal poles b) Various length of pedestal and push button poles c) Various length of traffic signal mast arms c. The price bid shall include: 1) Mechanically etching surfaces by brush blasting 2) Coating material 3) Delivery to and from powder coating company 1.3 REFERENCES A. Abbreviations and Acronyms VIVDS: Video imaging vehicle detection system 2. BBU: Battery back-up system 3. LED: light emitting diode 4. APS: Accessible Pedestrian Signal 5. RRFB: Rectangular rapid flashing beacon B. Definitions Battery Back -Up (BBU) System a. Automatic Bypass Relay 1) A unit connected between the inverter/charger, and the load, which can automatically switch power to the controller cabinet service panel from inverter output power to utility line power, in the event of an inverter failure. b. Battery Back -Up System (BBU System) 1) The battery back-up system includes but is not limited to a manual bypass switch, automatic bypass switch or power transfer switch, inverter/charger, batteries, wiring, external cabinet and all necessary hardware for system operation. c. Battery Back -Up System Software (BBU System software) 1) All software associated with operation, programming and functional requirements of the BBU system. d. Battery Monitoring Device 1) The device which monitors battery temperatures and charge rate of the batteries used in the BBU system. Shall be an ambient sensor internal to the inverter/charger. e. Batteries 1) Standard 12V batteries wired in series with a cumulative minimum rated capacity of 210 amp -hours.. f. Boost 1) When enabled, the BBU inverter/charger shall automatically switch into this mode to raise the utility line voltage when it drops below a preset limit. The limit may be user defined or use manufacturer default settings (typically 100V AC). g. Buck CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 18 TRAFFIC SIGNALS Page 18 of 107 1) When enabled, the unit shall automatically switch into this mode to reduce the utility line voltage when it rises above a preset limit. The limit may be user defined or use manufacturer default settings (typically 135V AC). h. External Cabinet 1) The structure which houses the complete system components for the BBU System. i. Inverter/Charger 1) The unit which converts the DC voltage input into 120 VAC output for the traffic signal cabinet to operate. As a minimum the inverter/charger shall be rated for 1400 VA, 1000 watts. j. Inverter Line Voltage 1) The power supplied from the BBU system to the traffic signal cabinet from the BBU System inverter. k. Manual Bypass 1) Manual switch that allows user to bypass BBU power to service system equipment. Manual bypass switch switches utility line power directly to cabinet. 1. Signal Operation Mode 1) A signalized intersection generating a 70OW load when running in normal operation. in. Signal Flash Mode 1) A signalized intersection generating a 30OW load when running in the flash mode of operation. n. Utility Line Voltage 1) The 120V AC power supplied to the BBU system 2. Back Plate a. A thin strip of material extending outward from all sides of a signal head. C. Reference Standards 1. Reference standards cited in this Specification 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 is specifically cited. 2. American Standard Testing Materials (ASTM) a. ASTM B85-57T — "Standard Specification for Aluminum -Alloy Die Castings" b. ASTM B26-57T — "Standard Specification for Aluminum -Alloy Sand Castings" c. ASTM B-209-57T — "Standard Specification for Aluminum and Aluminum - Alloy Sheet and Plate" d. ASTM D-1535 — "Standard Practice for Specifying Color by the Munsell System" e. ASTM B-033 --- "Standard Specification for Tinned Soft or Annealed Copper Wire for Electrical Purposes" f. ASTM B-8 "Standard Specification for Concentric -Lay -Stranded Copper Conductors, Hard, Medium -Hard, or Soft" g. ASTM A3250-N — "High Strength Galvanized Steel Bolts" h. ASTM A490-N "High Strength Galvanized Steel Bolts" i. ASTM A123 — "Standard Specification for Zinc (Hot -Dip Galvanized) Coatings on Iron and Steel Products" CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CityProject No. 101555 Revised October 12, 2015 3441 10 - l9 TRAFFIC SIGNALS Page 19 of 107 ASTM A 15 3 - "Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel Hardware" 3. Texas Manual on Uniform Control Devices (TMUTCD) a. Part IV Traffic Signals 4. Manual on Uniform Traffic Control Devices, 2009 Edition a. Digits 5. Federal Aviation Administration (FAA) a. FAA L-802-13 6. Institute of Transportation Engineers (ITE): a. Vehicle Traffic Control Signal Head - Light Emitting Diode (LED) Circular Signal Supplemental (VTCSH), adopted .tune 2005. b. Vehicle Traffic Control Signal Head Part 3: Light Emitting Diode (LED) Arrow Traffic Signal Modules. c. Equipment and Materials Standards, Vehicle Traffic Control Signal Heads (VTCSH) Part 2: LED Vehicle Signal Modules. d. PTCSI LED Signal Modules Draft Version of February 2009 1) Luminous intensity, uniformity and viewing angles 2) Chromaticity 7. Underwriter's Laboratory Incorporate (UL) a. Standard UL-651- "Schedule 40 and 80 Rigid PVC Conduit and Fittings" b. Standard UL-514B - "Conduit, Tubing, and Cable Fittings 8. American Standards Institute (ANSI)/Institute of Electrical and Electronics Engineers (IEEE) a. Section 6.1.2 ANSI/IEEE C62.41.2 - 2002, 3KV, 2 92 b. Section 6.1.1 ANSI/IEEE C62.41.2 - 2002, 6KV, 300 c. Transient suppression 9. MIL-STD-883 a. Test Method 2007 b. Mechanical vibration 10. MIL-STD-81OF a. Procedure 1, Rain & BIowing Rain b. Moisture resistance 11. National Electrical Manufacturer's Association (NEMA) a. Section 2.1.6 NEMA TS 2-2003 b. Section 2.1.8 NEMA TS 2-2003 c. Transient voltage protection d. Controller compatibility 12. Federal Communications Commission (FCC) a. Title 47 Sec 15 Sub. B b. Electronic noise 13. International Municipal Signal Association (IMSA) a. IMSA 5-1 b. IMSA 7-1 c. IMSA 20-1 14. National Fire Protection Association (NFPA) / National Electric Code (NEC) a. NFPA 70 b. Wiring CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 20 TRAFFIC SIGNALS Page 20 of 107 15. International Electrotechnical Commission (IEC) a. Section 8.2 IEC 1000-4-5 b. Section 8.0 IEC 1000-4-12 c. Transient suppression 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. City must approve any deviation from Specification ten (10) working days prior to installation. B. Preinstallation Field Inspection Meetings l . 48 hours' Notice of Intention to establish final location of any foundations, bases, conduit, and detectors. 2. 48 hours' notice to Texas811, City of Fort Worth Water and Sewer (817-871- 8275), and City of Fort Worth Traffic Signals/Street Lights/Storm Drains (817- 392-8100). C. Scheduling 1. 48 hours advanced approval for existing traffic signal turn off of flash operation. 2. 48 hours advanced notice of placing traffic signal into operation. 3. 3 Working Days' notice for City provided equipment pick-up. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. B. All submittals shall be approved by the City prior to delivery and/or fabrication for specials. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Product Data Sheets are required for: I . Traffic signal housing, louvered back plates, visors, louvers, LED lamps, and mounting hardware 2. Pedestrian signal housing, LED lamps, and mounting hardware 3. Pedestrian push button assemblies 4. Accessible Pedestrian Signals 5. Conduit 6. Battery back-up systems 7. Multi -conductor cable 8. Power lead-in cable 9. Ground boxes 10. Grounding conductor 11. Grounding rod 12. Concrete (Refer to Section 03 30 00) 13. Vibration dampers 14. Standard and Decorative Traffic Signal Structures 15. Roadside Flashing Beacon Assembly CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 21 TRAFFIC SIGNALS Page 21 of 107 16. School Zone Flasher Assembly 17. Rectangular Rapid Flashing Beacon Assembly 18. Miscellaneous items supplied 1.7 DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Parts shall be properly protected so that no damage or deterioration occurs during a prolonged delay from the time of shipment until installation. 2. Exposed anchor bolts shall be protected until pole shaft is installed. 3. Finished iron or steel surfaces not painted shall be properly protected to prevent rust and corrosion. 4.. Prevent plastic and similar brittle items from being exposed to direct sunlight and extremes in temperature. 5. The Contractor shall secure and maintain a location to store the material in accordance with Section 0150 00, B. Delivery and Acceptance 1. Inspect all City furnished materials prior to taking possession. Any damages after taking possession shall be the responsibility of the Contractor. 2. Arrange pick up all City furnished materials and deliver them to the Site. 1.8 WARRANTY A. Manufacturer Warranty 1. Manufacturer's warranty shall be in accordance with Division 1. 2. A 2 year warranty shall be required on all equipment furnished by the Contractor. 3. A 3 year warranty shall be required on all rectangular rapid flashing beacon assemblies. 4. A 5 year unconditional warranty shall be required on all batteries for the battery back- up systems furnished by the Contractor. 5. A 5 year wgnmU shall be required on all APS units. 6. School zone flasher a. Each school zone flasher cabinet assembly shall be warranted to be free from defects in material and workmanship for a period of five years from date of shipment from the factory. b. The 501100 Ah battery shall be low self -discharging, leak proof, gelled electrolyte and maintenance free intended for photo voltaic service- The battery shall carry a prorated warranty for a minimum of two years by the battery manufacturer. c. The regulator shall have a warranty of five (5) years from the date of purchase. d. Each time switch shall be warranted to be free from defects in material and workmanship for a period of five (5) years from the date of shipment from the factory. B. Extended Correction Period 1. Contractor responsible for correcting any substandard workmanship and/or materials for 24 months from the date the signal is accepted by the City. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 22 TRAFFIC SIGNALS Page 22 of 107 PART 2 - PRODUCTS 2.1 PRODUCTS TO BE FURNISHED FROM THE CITY A. Refer to Drawings and Contract Documents to determine if any Items are to be purchased from the City and installed by the Contractor. B. Items that the City may furnish include: 1. Signal controller 2. Controller cabinet assembly 3. Traffic signal poles 4. Traffic signal mast arms 5. Detection equipment 6. Preemption equipment 7. Signs 8. Commuhications equipment 2.2. ASSEMBLIES, EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Manufacturers 1. The manufacturer must comply with this Specification and related Sections. 2. Any equipment, product type, or material that is not listed in this Specification or in TxDOT's Material Producer List is considered a substitution and shall be submitted in accordance with Section 0125 00 and not installed until approved. a. hqp://www.txdot.gov/inside-txdot/division/construction/producer-list.html 3. If more than I unit of a given bid item is required, then the Contractor shall ensure that all units are the product of 1 manufacturer, unless otherwise directed by the Traffic Management Manager or designee. No mix or matching will be allowed. B. Description 1. Regulatory Requirements a. Traffic signal shall meet or exceed standards set forth by the Texas Manual on Uniform Traffic Control Devices (TMUTCD), National Electric Code (NEC), Institute of Transportation Engineers (ITE), American Society for Testing and Materials (ASTM), American Standards Institute (ANSI), and National Electrical Manufacturer's Association (NEMA). 2. It is the Contractor's responsibility to furnish all materials necessary to complete each traffic signal installation, whether the item is specifically mentioned or not. All unspecified materials (i.e., electrical tape, bolts, and nuts, etc.) shall meet the requirements of the National Electrical Code. 3. All materials supplied by the Contractor shall be of new, un-depreciatcd stock. C. Traffic Signal Materials I. LED Traffic Signal Head Assemblies a. Vehicle Signal Housings 1) The product bid shall be manufactured by one of the following manufacturers: a) Econolite b) McCain c) Other prior approved equivalent CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 23 TRAFFIC SIGNALS Page 23 of 107 2) The housing and doors of the signal head shall be made of die cast aluminum alloy in accordance with ASTM Specification B85-57T. 3) Sandcast aluminum alloy shall be used for other parts of the signal head if in accordance with ASTM Specification B26-57T. 4) The visors shall be fabricated from aluminum sheet conforming to the ASTM Specification B-209-57T. 5) All miscellaneous parts such as hinge pins, lens clips, locking devices, etc. shall be made of a non -corrosive material. 6) The housing of the signal heads shall be constructed of interchangeable sections. 7) All exterior mating surfaces shall be fiat to assure waterproof and dust - proof assembly of sections. 8) The top and bottom of the sections will have an opening approximately 2 inches in diameter to permit the entrance of 1 '/2 inch pipe nipples. 9) Each section shall have serrated openings or equivalent, for providing a positive and locked positioning of signal sections when used with serrated mast arm or span wire mounting brackets. 10) The door and lens housing shall be equipped with a watertight and dust - tight molded neoprene gasket. a) The door of each signal section shall be attached to the housing in a watertight and dust -proof manner. b) Non -corrosive hinge pins and 2 wing screws will be furnished on each door for opening and closing without the use of special tools. (1) These hinges and screws shall be of such design as to allow even gasket pressure. 11) Each signal head section shall be furnished with a detachable tunnel type visor unless otherwise specified. 12) Visors shall be a minimum of 10 inches in length (depth) for 12 inch signals. a) Visors shall be attached to the door assemblies in a manner that facilitates field removal and installation. b) Visors shall be fabricated from aluminum and shall not form a complete circle and shall have the bottom open, unless louvers are required. 13) Traffic signal housing shall be furnished with LED inserts that comply with this Specification and shall be in the standard red, amber and green configuration as specified by the most current version of the TMUTCD. 14) A screw down type terminal block shall be provided with each signal head for facilitating field wiring. 15) The pigtail Ieads from the lamp receptacles shall be connected to a common terminal block within the head assembly. 16) Each terminal block will be at least a 6 position, 12 terminal strip securely fastened at both ends to the signal housing. 17) The housing and outside surface of the visors shall be traffic yellow (RAL 1023) in color, a) The inside surface of visors shall be a "Dull" or "Flat -black" color. b) The outside surface shall have a minimum of 2 coats of baked chrome yellow enamel (TT-C-595E1310), Munsell notation O.YP 47/15/3, per FAA Specification L-802-B and ASTM D 1535. b. LED traffic signal Iamp unit CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 24 TRAFFIC SIGNALS Page 24 of 107 1) The product bid shall be manufactured by one of the following manufacturers: a) -GE Lighting Solutions b) Duralight c) Other prior approved equivalent 2) The equipment shall conform to the applicable requirements of. the Underwriter's Laboratory Incorporate (UL), the American Society for Testing and Materials (ASTM), the American Standards Institute (ANSI), the National Electrical Manufacturer's Association (NEMA), and other applicable standards and specifications. 3) The LED traffic signal lamp unit shall comply at a minimum with the Institute of Transportation Engineers (ITE) specification for Vehicle Traffic Control Signal Head — Light Emitting Diode (LED) Circular Signal Supplement (VTCSH); adopted June 2005, for circular indications and Vehicle Traffic Control Signal Head Part 3: Light Emitting Diode (LED) Arrow Traffic Signal Modules for arrow indications. 4) The LED shall have an "incandescent" look, using the minimum number of LED's that comply with the ITE specification. 5) If proper orientation of the LED unit is required for optimum performance, a clear, durable and unmistakable marking shall be provided on each lens as to its proper orientation (top or bottom). 6) The manufacturer's name, serial number and other necessary identification shall be permanently marked on the backside of the LED traffic signal. lamp unit. A label shall be placed on the unit certifying compliance to ITE standards. 7) Documentation Requirements a) Each LED traffic signal lamp unit shall be provided with the following documentation: (1) Complete and accurate installation wiring guide (2) Contact name, address, and telephone number for the representative, manufacturer, or distributor for warranty repair. (3) A copy of a test report certified by an independent laboratory that the LED traffic signal lamp model submitted meets all the requirements of these Specifications in accordance with ITE VTSCH Part 2. (4) Schematic diagram for each unit, along with any necessary installation instructions (5) For each unit submitted, the manufacturer name, brand and model number of LEDs used shall be provided, along with the LED manufacturer's recommended drive current and degradation curves. (6) Warranty information from manufacturer (7) Quality assurance testing documentation c. Signal head louvers 1) Louvers shall be provided for those signal sections indicated in the Drawings. 2) All louvers shall be of such design as to provide visibility of the lens for the intended lane of traffic as indicated by the Drawings and block visibility to all other lanes. d. Mounting hardware CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 25 TRAFFIC SIGNALS Page 25 of 107 1) Mast.Arm Mount Signal Bracket, 1-Way Cable Mount a) The product bid shall be the mast arm mount signal bracket, 1-way cable mount, for 3 to 5 section head with 84 inches cable and 74 inches long gusseted tube manufactured by Pelco, part no. AB-0125, or approved equivalent. 2) Mast Arm Mount Signal Bracket, I -Way Cable Mount, Clamp Assembly a) The product bid shall be the mast arm clamp assembly with 84 inches cable manufactured by Pelco, part no. AB-3009, or approved equivalent. 3) Mast Arm Mount Signal Bracket, 2-Way Cable Mount a) The product bid shall be the mast arm mount signal bracket, cluster cable mount, for 5 section signal head with 84 inches cable manufactured by Pelco, part no. AB-0138, or approved equivalent. General Specifications are below. 4) General Specifications a) Bracket shall be completely adjustable such that it is capable of rotational adjustment about the bracket axis, vertical adjustment, rotational adjustment about the mast arm and rotational adjustment right & left from the vertical plane. b) Bracket shall be provided with aircraft type stranded cable for fastening the bracket to the supporting arm or structure. c) Bracket shall be easily adjustable to fit all sizes of round, octagonal, elliptical or other shaped structure without special tools or equipment. d) Bracket shall attach to the signal in a clamping manner holding the signal both top and bottom in order to. assure maximum rigidity. (1) For the I -way cable mount, a standard bracket shall accommodate all major signal manufacturers' signals from a 3 section 1-way 12 inches signal through a 5 section 1-way 12 inches signal and any combination thereof including 3M and ICC configurations. (2) For the 2-way cable mount, a standard bracket shall accommodate all major signal manufacturers' signals for a 3 section 2-way 12 inches signal and any combination thereof including 3M and ICC configurations. e) Upper and Lower Arms (1) Shall be cast from 319 aluminum or equivalent (2) The lower bracket arm shall be internally threaded to accommodate the threaded vertical support tube. (3) The lower arm shall be furnished with ABS plastic covers, which will slide and snap into position without the use of fasteners or tools. (4) All upper and lower arms shall have 72 tooth serrations cast into the arm to assure a positive lock with signal housing and shall be secured about their rotational axis with setscrews. (5) Both upper and lower arms shall have a tri-bolt arrangement for attachment to the signal housing. (6) Opening in the lower arms shall accommodate a minimum of 3, 12 conductor 14 gauge cables. f) Vertical Support Tube (1) Shall be a double gusseted tube extruded from 6063-T6 aluminum alloy or equivalent and have a cross section. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 26 TRAFFIC SIGNALS Page 26 of 107 (2) Each tube shall be complete with a vinyl closure strip and be threaded on 1 end to accommodate the lower arm assembly. g) Mast Arm Clamp Assembly (1) Both male and female halves shall be cast from 713 aluminum alloy or equivalent. (2) The male clamp half shall be secured within the female half, utilizing a spring steel retainer ring. (3) Such assembly shall provide an unobstructed center of 2 3/8 inches minimum diameter, allowing for 360 degree rotation of the clamp assembly. (4) There shall be no internal cross bracing assembly obstructing the center opening. h) Aircraft Type Stranded Cable (1) Shall be fabricated in 1 piece with a minimum diameter of 3/16 inches either galvanized or stainless steel (2) The cable shall be complete with 7/16 inch stainless steel clamp screw permanently attached to each end. Each clamp screw shall be fitted with a stainless steel hex nut, SAE flat washer and an aluminum -bearing washer. (3) The clamp screw shall be flattened on 2 opposite sides for wrench accommodation. The stranded cable shall be of sufficient length to fasten the clamp assembly to a minimum pole diameter of 8.6 inches. i) Each bracket shall be complete with all necessary bolts, washers, gaskets, etc. to allow assembly of the signal to the bracket and the bracket to the mast arm. j) All aluminum parts shall have an Alodine (or equivalent) finish. All steel parts shall have a traffic yellow (RAL 1023) zinc di -chromate finish. 2. LED Countdown Pedestrian Signal Head Assemblies a. General 1) Furnish a single, self-contained module, not requiring on -site assembly for retrofit into existing traffic signal housings as defined in TxDOT DMS- 11130, Pedestrian Signal Heads. Ensure that installation does not require special tools. 2) Provide LED's rated for 100,000 hours of continuous operation over a temperature range of -40°C to +74°C. 3) Ensure modules are rated for a minimum life of 60 months. 4) Ensure modules meet all parameters of this specification throughout this 60-month period. 5) Use LEDs manufactured using aluminum -indium -gallium -phosphide (AIInGaP) technology or other LEDs with lower susceptibility to temperature degradation than aluminum -gallium -arsenic (A1GaAs) technology. A1GaAs LEDs are not allowed aluminum. b. Housing 1) The product bid shall be manufactured by one of the following manufacturers: a) McCain Traffic Supply b) Other prior approved equivalent CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 27 TRAFFIC SIGNALS Page 27 of 107 2) Housings will not be provided for retrofit modules. 3) Housing units shall be new and unweathered. 4) Housing shall be in accordance with TxDOT DMS-11130. 5) The housing shall be fitted with an LED module that has an incandescent look. 6) The housing shall be a 1-piece corrosion resistant aluminum alloy die- casting with integrally cast top, bottom and sides that are weather proof and dust -tight. 7) The housing shall be right and left drilled for clamshell attachment and shall have top and bottom ports that are opened and capped and will accommodate standard I % inches pipe. 8) The approximate size of housing (including body, door, and ears) shall be 16.0 inches H x 18.75 inches W x 8 inches D. 9) The door frame shall be a 1-piece corrosion resistant aluminum die-casting. 10) The housing shall be traffic yellow (RAL 1023). 11) The housing shall have a standard 3-position terminal block, pre -wired to receptacles to permit easy field installation of a power supply. 12) All necessary hardware shall be provided with housing. Rivets shall be aluminum and bolts, lock washers, screws, eyebolt assembly and pins shall be stainless steel. c. Mounting hardware 1) Mounting hardware shall be the clamshell mount type #4805 manufactured by McCain, or approved equivalent. 2) Mounting hardware shall be a 2-piece, cast aluminum alloy assembly. 3) The 2 separate castings shall be joined in the final assembly by the use of stainless steel spring pins. 4) The pole half of the assembly shall be designed to adapt to a wide range of pole configurations (4 inch minimum diameter). 5) Unit construction shall allow band -it type mounting. 6) Sand -it type mounting shall be permitted by 2 recessed slots near the top and bottom of the pole half of the assembly. 7) The pedestrian assembly shall be capable of being mounted on the pole by lining up the mounting pins of the pole half with the mounting ears of the pedestrian assembly and lowering it into position. 8) 3 sets of screw terminal pairs shall be located on a terminal block in the upper third of the head half of the clamshell assembly. 9) A closed cell neoprene sponge gasket shall be provided on the mating surfaces of the 2 halves of the assembly to compete the rain -tight construction. d. Module 1) Modules shall comply with TxDOT DMS-11130. 2) Ensure retrofit modules are capable of replacing the optical unit. 3) The module lens may be a replaceable part without the need to replace the complete module. 4) Ensure the walking person and hand icons (16 in, x 18 in. size only) are full (not outlines). 5) Ensure the countdown digits are made up of two rows of LEDs. 6) Ensure each digit is a minimum of 7 in. in height. 7) For each nominal message bearing surface (module) size, use the corresponding H (height) and W (width): CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 28 TRAFFIC SIGNALS Page 28 of 107 Bearing Module Icon Icon Countdown Countdown Surface Size Height Width Height Width (16 x 18 H Min 7 in. 7 in. Min 9 in. 6.5 in. in. 8) Ensure the units do not have any attachments or options that will allow the mode to be changed from counting the clearance cycle, to the full walkidon't walk cycle. 9) Provide modules that are single, self-contained devices, not requiring on - site assembly for installation into existing traffic signal housing.. 10) Ensure the power supply is designed to fit and mount inside the pedestrian signal module. 11) Ensure the assembly and manufacturing process for the module is designed to assure all internal LED and electronic components are adequately supported to withstand mechanical shock and vibration from high winds and other sources. e. Environmental Requirements 1) Ensure the module is rated for use in the ambient operating temperature range, measured at the exposed rear of the module, of —40°C to +74°C 40OF to +1650F). 2) Ensure the pedestrian module is designed to meet NEMA 250 Hose down Test. 3) The test is to be conducted on a stand-alone unit. No protective housing will be used. 4) Ensure the module lens is LTV stabilized. 5) Ensure that the LED optical unit is dust- and moisture -proof to protect all internal LED and electrical components. 6) Provide housing for each LED optical unit that is a sealed watertight enclosure that prevents dirt contamination and allows for safe handling in all wcathcr conditions. 7) Perform moisture -resistance testing on LED signal sections in accordance with the requirements in the latest NEMA Standard 250 for Type 4 enclosures. 8) Evidence of internal moisture after testing will be cause for rejection. f. Signal Lens 1) Ensure the lens of the LED pedestrian and countdown signal modules are polycarbonate UV stabilized and a minimum of 1/4 in. thick. 2) Ensure the exterior of the lens of the LED pedestrian and countdown signal module are smooth and frosted to prevent sun phantom. g. Module Identification 1) Each module must be permanently identified on the backside with the manufacturer's name, model numbers, manufactured date (minimum week and year), and serial number. 2) Ensure the following operating characteristics are identified: nominal voltage, power consumption, wattage and Volt -Ampere. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 29 TRAFFIC SIGNALS Page 29 of 107 h. Photometric Requirements 1) Luminance, Uniformity & Distribution a) Ensure that for a minimum period of 60 months, the maintained minimum luminance values for the modules under normal operating conditions are not less than 2200 cd/m2 for the Walking Person icon and 1400 cd/m2 for the Hand icon when measured perpendicular to the surface of the module at nine (nine) separate points on the icon. b) These values may decrease up to 50% of these table values beyond 15" from the perpendicular in either to the left or right on a horizontal plane. c) Ensure that the luminance of the module does not exceed three times the maintained minimum luminance of the modules. d) Ensure that the uniformity of the walking person and hand icons' illumination meet a ratio of not more than. I to 5 between the minimum and maximum luminance measurements (in Cd/m2). 2) Chromaticity a) The standard colors for the LED Pedestrian Signal Module must be White for the walking person and Portland Orange for the hand icon and countdown digits on a black opaque background. b) Furnish an optical unit that remains in accordance with the chromaticity (color) requirements in the latest Equipment and Material Standards of the Institute of Transportation Engineers, Chapter 3: "Pedestrian Traffic Control Signal Heads," for a minimum of 60 months over an operating temperature range of --40°F to 165°F. Electrical 1) General a) . Furnish modules that are operationally compatible with traffic signal controllers, cabinets and accessories manufactured to City specifications. b) Ensure that all wiring and terminal blocks meet the requirements of Section 13.02 of the VTCSH Standard. c) Three secured, color coded, 914 mm (36 in) Iong 600 V, 16 AWG minimum, jacketed wires, conforming to the National Electrical Code, rated for service at A05°C, are to be provided for electrical connection. d) Furnish LED signal modules that are designed so that there is no noticeable light output when connected to rated voltage through an impedance of 15 Kohm (either resistive or capacitive). e) Furnish signal modules that are designed so that, under normal operation, an AC voltage of no greater than 10 volts RMS shall be developed across the unit when it is connected in series with any value of impedance greater than 15 Kohms and for any applied AC voltage between 95 and 135 volts RMS that is connected across this series combination. f) In addition, the signal module must be designed so that the voltage across the module will reduce in value to less than 10 volts RMS within 100 msec when the module is switched off by any solid state switch or switch pack having an impedance of 15 Kohms or greater. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 101555 Revised October 12, 2015 3441 10 - 30 TRAFFIC SIGNALS Page 30 of 107 g) Incorporate a regulated power supply engineered to electrically protect the LEDs and maintain safe and reliable operation in each LED optical unit. h) Use a power supply that provides capacitor -filtered direct current (DC) regulated current to the LEDs per the LED manufacturer specification. Designs that operate at currents greater than the LED manufacturer's recommended drive current will not be allowed. i) Design the power supply so that the failure of an individual component or any combination of components cannot cause the signal to be illuminated after alternating current (AC) power is removed. Provide a signal module that is equipped such that each indication (i.e. walk symbol, hand, and countdown display) is provided with a separate power supply. 2) Voltage Range a) Ensure the LED modules operate from a 60 ± 3 Hertz AC line power over a voltage range from 80 to 135 VAC RMS. b) The current draw must be sufficient to ensure compatibility and proper triggering and operation of load current switches and conflict monitors. c) Nominal operating voltage for all measurements must be 120 f 3 Volts rms. d) Fluctuations in line voltage over the range of 80Vac to 135Vac must not affect luminous intensity by more than f 10%. e) Ensure the LED circuitry prevents flickering at less than 100 Hz over the voltage range stated above. f j Provide modules that are designed and constructed so that the failure of a single LED will not result in the loss of additional LEDs. g) There should be no illumination of the module when the applied voltage is less than 35 VAC RMS. h) To test for this condition the each icon must first be fully illuminated at the nominal operating voltage. i) The applied voltage must then be reduced to the point where there is no illumination. j) This point must be greater than 35 VAC RMS. k) Turn -On and Turn -Off Time (1) Ensure each icon. of the module reaches 90% of their full illumination (turn -on) within 75 msec of the application of the nominal operating voltage. (2) The modules must not be illuminated (turn-off) after 75 msec of the removal of the nominal operating voltage. 1) For abnormal conditions when nominal voltage is applied to the unit across the two-phase wires (rather than being applied to the phase wire and the neutral wire) the pedestrian signal unit must default to the hand symbol. in) Transient Voltage Protection (1) Ensure the module's on -board circuitry includes voltage surge protection to withstand high -repetition noise transients and low - repetition high-energy transients as stated in Section 2.1.6, NEMA Standard TS-2, 2003, or the latest version. n) Electronic Noise CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 101555 Revised October 12, 2015 3441 10 - 31 TRAFFIC SIGNALS Page 31 of 107 (1) The modules and associated on -board circuitry must meet Federal Communications Commission (FCC) Title 47, Sub Part B, Section 15 regulations concerning the emission of electronic noise. o) Power Factor (PF) and AC Harmonics (1) Ensure the modules provide a power factor of 0.90 or greater when operated at nominal operating voltage, and 25°C (77F). (2) Total harmonic distortion induced into an AC power line by the module, operated at nominal operating voltage, at 25°C (77°F) shall not exceed 20%. 3) ModuIe Functions a) Cycle (1) The module must operate in one mode: Clearance Cycle Countdown Mode Only. (2) The display of the number of remaining seconds must begin only at the beginning of the pedestrian change interval. (3) After the countdown displays zero, the display must remain dark until the beginning of the next countdown. (4) Module will not have user accessible switches or controls for modification of cycle. (5) Ensure the countdown pedestrian signal displays the number of seconds remaining until the termination of the pedestrian change interval. (6) Countdown displays must not be used during the walk interval nor during the yellow change interval of a concurrent vehicular phase. b) Learning Cycle (1) Ensure that at power on, the module enters a single automatic learning cycle. (2) During the automatic learning cycle, the countdown display remains dark. c) Cycle Modification (1) The unit re -programs itself if it detects any increase or decrease of Pedestrian Timing. (2) The counting unit will go blank once a change is detected and then take one complete pedestrian cycle (with no counter during this cycle) to adjust its buffer timer. d) Recycling (1) Ensure the module allows for consecutive cycles without displaying the steady Hand icon ("Don't Walk") or the countdown display. e) Preemption (1) Provide modules that recognize preemption events and temporarily modify the crossing cycle accordingly. (2) If the controller preempts during the walking man, the countdown will follow the controller's directions and will adjust from walking man to flashing hand. (3) It will start to count down during the flashing hand. If the pedestrian change interval is interrupted or shortened as a part of a transition into a preemption sequence, the countdown pedestrian signal display should be discontinued and go dark immediately upon activation of the preemption transition. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 32 TRAFFIC SIGNALS Page 32 of 107 (4) The next cycle, following the preemption event, must use the correct, initially programmed values. f) "Don't Walk" Steady (1) If the controller output displays Don't Walk steady condition and the unit has not arrived to zero or if both the hand and man are dark for some reason, the unit suspends any timing and the digits will go dark. (2) A steady UPRAISED HAND (symbolizing DONT WALK) signal indication must be displayed during the yellow change interval and any red clearance interval (prior to a conflicting green being displayed). g) Power Failures (1) The module must maintain a consistent countdown during short power failures (less than 1 second). (2) A longer failure or an absence of signal greater than one (1) second must turn off countdown display and trigger a restart system remembering the last sequence, as it is done for the 170/2070 traffic controller. 3. Pedestrian Push Button Assemblies a. The product bid shall be the BulldogTM pushbutton BDLM2-Y with Bulldog Pole Mount BDPM-X manufactured by Polara, or approved equivalent, and shall meet the following specifications: 1) Button must be highly vandal resistant and pressure activated with essentially no moving parts. 2) Button must be able to withstand an impact from a baseball bat or hammer. 3) Button housing must be cast aluminum powder coated traffic yellow (RAL 1023). 4) Button cap must be made of 316 stainless steel. 5) Switch must be solid state electronic Piezo switch rated for 100 million cycles with no moving plunger or moving electrical contacts. 6) Button must have LED to give indication of button being pushed. 7) Button must give a 2 toned beep indication of button being pushed (1 tone for push, 1 tone for release). 8) Button must have built in surge protection. 9) Button must be able to hold the call for a minimum of 5 seconds. 10) Button must operate immediately after being completely immersed in water for 5 minutes. 11) Button must not be able to allow ice to form such that it would impede function of button or button cap. 12) All switch electronics must be sealed within the cast aluminum housing. 13) Button must have raised ridges to protect the button from side impacts. 14) The button shall come complete with an aluminum round housing to be mounted to the signal pole. The housing shall be cast aluminum powder coated traffic yellow (RAL 1023). 15) R10-3e push button signs 16) All necessary pole mounting hardware shall be supplied. 4. Accessible Pedestrian Signals (APS) a. The product bid shall be either Navigator APST" by Polara, Pelco IntelliCross, or approved equivalent, and shall meet the following specifications: CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CityProject No. 101555 Revised Octobar 12, 2015 3441 10 - 33 TRAFFIC SIGNALS Page 33 of 107 1) Housing requirements a) Provide a 2-piece cast aluminum housing unit consisting of a base housing and a removable cover. b) Shall be vandal proof and be powder coated to provide a high contrast to the support structure for the visually impaired. c) Made of corrosion. -resistant material. The bolts used for mounting the APS housing to the support structure shall be stainless steel. d) Shall tonne as a two part swivel and lock system with APS button station and mounting plate. The mounting plate must have two elongated holes for mounting to the standard of minimum 0.300" x 0.5". One mounting hole shall be in a vertical orientation and the second mounting hole shall be in a horizontal orientation to allow for drill alignment errors. e) For ease of mounting a push button height indicator will be located on the mounting plate to assure consistent. and uniform installation. f) The swivel and lock system shall provide a minimum of plus and minus 15 degrees of rotation. A single security screw shall be used to secure the APS assembly to the mounting plate for quick assembly and disassembly. g) The mounting plate shall provide for banding the APS assembly to a pole with two 5/8" type steel bands. h) The mounting plate shall provide a bend/ radius for wiring exiting from the pole and create a natural drip loop of the wires before entering the APS assembly. i) Be attached to the pole with two '/4-20 screws suitable for use in tapped holes. The mounting plate hole arrangement shall ensure that the clear space between any two mounting holes required in the post must be at least twice the diameter of the larger hole. j) The size and design of the APS button shall be to allow two APS button assemblies to be mounted adjacent on a four inch diameter pole without need for an additional adaptor or spacer. k) Access to wiring and programming ports is provided via a separate compartment distinct from the main housing. 2) Ensure the internal components provide a pushbutton with all the electrical and mechanical parts required for operation. 3) Supply housing or an adapter (saddle) that conforms to the pole shape, fitting flush to ensure a rigid installation. 4) Supply adapters of the same material and construction as the housing. 5) Close unused openings with a weather -tight closure painted to match the housing. 6) Provide a minimum 0.5 inch hole with an insulating bushing through the back of the housing. 7) Ensure the manufacturers name or trademark is located on the housing. 8) The APS pushbutton shall be a solid state switch rated for at least 1 million operations. 9) Ensure APS complies with US Access Board's "Draft Guidelines for Accessible Public Rights of Way" (PROWAG) Section R306. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 34 TRAFFIC SIGNALS Page 34 of 107 10) Ensure that the APS complies with and provides operation consistent with requirements of Sections 4E.09 through 4E.13 of the 2009 Edition of the Federal Highway Administration publication Manual on Uniform Traffic Control Devices. 11) Supply an APS (pushbutton station) that includes a pedestrian sign, a pushbutton, vibrotactile arrow and an audible speaker contained in one unit and with the following features: a) Vibrating tactile arrow with high visual contrast. b) Vibrotactile arrow shall be rotatable without disassembly of the APS enclosure. The arrow shall be adjustable by 4-degree increments. c) Tactile arrows (1) Raised a minimum of 0.031 inches (0.8mm) from the pedestrian detector surface (2) Between 1.378 inches (35mm) and 1.772 inches (45mm) in length (3) A stroke width between 10 and 15 percent of the Icngth of the arrow (4) An open arrowhead at 45 degrees to the shaft and not exceeding 33 percent of the length of the shaft (5) Be easily removable and rotatable without APS button station disassembly (6) Arrow affixed to the pedestrian detector face secured with security type screws (7) Where required a double arrow shall be provided on the pedestrian detector (8) Tactile arrows shall be located on the pedestrian detector, have high visual contrast (dark on light), and shall be aligned parallel to the direction of travel on the associated crosswalk d) Pushbutton locator tone with a duration of 0.15 seconds or less, repeating at I -second intervals. c) The pushbutton locator tones must deactivate when the traffic control signal is operating in a flashing mode. f) The locator tones must be intensity responsive to ambient sound and be audible (a maximum of 5 dBA louder than ambient sound) up to 6 to12 feet from the pushbutton or to the building line whichever is less. g) Speech walk message for the WALKING PERSON (symbolizing WALK) indication. h) Speech pushbutton information message. i) Unless plans require otherwise, provide each pushbutton station with a 9" X 15" sign. Use sheet aluminum with minimum thickness of 0.080 in. for information signs for push buttons. j) Pedestrian detector shall: (1) Be a minimum of 2-inches (50mm) in diameter, (2) Raised above the surrounding surface for ease of operation, (3) The mechanism should not require more than 5 pounds (22.2 N) of force to activate, (4) Provide mounting for the directional tactile arrow, and (5) Provide a slot for changing the direction of the arrow through button rotation with a blade type screwdriver. k) Audible tone walk indications CITY OF FORT" WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCI MFMTS City Project No. 10 155 5 Revised October 12, 2015 3441 10 - 35 TRAFFIC SIGNALS Page 35 of 107 (1) Consisting of ticks repeating at 8 to 10 times per second at multiple frequencies with a dominant component at 880 Hz f 20%. (2) It must provide an audible walk indication during the walk interval only. (3) The audible walk indication must be from the beginning of the associated pedestrian walk phase and must have the same duration as the pedestrian walk signal except it must be possible to limit the accessible walk indication to the first 7 seconds of the walk interval when the pedestrian signal rests in walk. (4) When the accessible walk indication is limited during rest in walk a button press during the walk interval must recall the walk interval provided the crossing time remaining is greater than the pedestrian change interval. 12) Operational Features of system a) Sound verification (1) A sound verification feature shall be employed in the APS button to prevent incorrect or erroneous sound direction indications from reaching pedestrians. (2) The sound verification system shall provide independent monitoring of the sounds and pedestrian signals and independent control over the release of the sound to the pedestrian. (3) The APS button internal program shall compare the digital sound to be played directly with pedestrian signals monitored by the push button station. (4) This shall be accomplished by a separate microcontroller chip located directly in each button station. b) Distributed Intelligence (1) The APS button stations shall operate independently and not require a central control point for normal button operation. (2) Button to button communication shall use existing field wiring. (3) The APS button stations shall not use wireless (over air) communications for any communication requirement between buttons. (4) If the APS features fail in one pushbutton station the button will still operate as a button and the other station will operate as normal. c) Sounds (1) The APS button station shall be capable of emitting sound cues and voice messages during the Walk, Pedestrian Clearance, Don't Walk, Short and Long button presses, and on demand Train, Emergency or Alerts requests. (2) The APS button shall provide a playlist for combing up to four sound cues or messages. The APS button shall provide a minimum of eight walk sounds, four button press sounds, two pedestrian clearance sounds, and one don't walk sound. d) Crossing sounds concurrent or alternating CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 36 TRAFFIC SIGNALS Page 36 of 107 (1) When buttons are used at each end of a crosswalk, the audible "Walk" and/or "Flash Don't Walk" (Pedestrian Clearance) messages shall be agency configurable to emit tones that are concurrent or alternating (when one is emitting a tone the other is silent), for the full duration of the associated signal. (2) The concurrent/alternating mode shall be available on both the button and overhead beacon speakers and separately settable to commence with the Walk signal, Pedestrian Clearance signal or both. The concurrent or alternating sounds shall be adjustable on - site with the programming device. e) Audible beaconing sound during Walk (1) The button shall provide several optional sounds for beaconing including custom sounds/messages. This sound shall be configurable to play through a push button speaker and/or optional overhead speaker. (2) The button shall provide smart detection logic to provide a way - finding sound "on -demand". This includes a short button press to only activate the button Walk sound/message and a long button press to play the walk and/or pedestrian clear sound/message through the button AND overhead beacon speaker. f) Ambient noise compensation (1) A microphone shall be integrated at the button station to automatically adjust the volume levels to compensate for the ambient noise. Ambient noise shall be sampled prior to each sound play. g) Sound playback and sound pressure level settings (1) Configuration for each sound shall be independently settable as follows: (a) Minimum sound level settable from 50dB to 11OdB in 1dB increments (b) Maximum sound level settable from 50dB to .11 OdB in 1 dB increments (c) Gain (above ambient) Ievel settable from OdB to 20dB in 1 dB increments (d) Period (repetition rate) settablc from 0.1sec to 999sce in 0.1sec increments (e) Playback speaker settable as; Button, Overhead (Beacon) or both (f) Duration of sound settable from 0sec to 999sec in 1 sec increments with default = 0 for maximum duration (2) All sound level adjustments shall be presented in decibels (dB) and settable in increments of 1 dB. Separate sound level settings, as above, shall be provided for short and long button press. h) Rest in walk application (1) Fixed walk sound time — no re -service until next walk signal (a) During the Walk signal, if the Walk sound has completed due to a fixed Duration setting, if no Pedestrian Clearance sound is programmed the Don't Walk sound shall play by default. (b) An APS button activation shall not replay the Walk sound after . the duration has passed while the Walk signal is still active. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, Z015 3441 10 - 37 TRAFFIC SIGNALS Page 37 of 107 (c) The APS button shall remember the activation call and at the beginning of the Pedestrian Clearance the APS button shall cause a contact closure to the traff c controller pedestrian input and subsequently play the walk sound at the beginning of the next Walk signal. (2) Fixed walk sound time — re -service on demand (a) - If a Pedestrian Clearance sound is programmed in the APS Button, the Walk sound shall be re- serviceable within the Walk Signal when activated. (b) The Pedestrian Clearance sound is to ensure that there is a continuity of sound for pedestrian wayfinding in the crossing should the Walk sound play and be terminated abruptly from a signal change. i) Adjustable long button press timing (1) Configurable timing shall be available for the button to define how long the button must be pressed to. request a "Walk" sound/message, played in accordance with the "long push setting" for the sound message. (2) This indication is defined as a "long button press". An acknowledgement tone shall be emitted when a "long button press" has been detected which is different from the short button press. The acknowledgement tone shall be customizable and contain at least five default choices. j) Sound without button press (1) Configuration shall be available on the button station to allow the Walk sound and vibration to be activated at every Walk and Pedestrian clearance signal without push button press requirement. k) Signal malfunction monitoring (1) The APS button station shall directly monitor the status of the pedestrian signal and provide signal malfunction detection should both walk and don't walk signals either be steady OFF, ON. (2) In the case of a detected malfunction, the sound and vibration functions shall be disabled until the conflict is removed for more than approximately 1 second and the APS is in the Don't Walk interval. 13) Special Features (Communications Interface Unit (CUI)) a) Fault indication output to traffic controller (1) The CIU shall monitor the health of each APS button and can be programmed to provide a fault output to the traffic signal controller. (2) In the event of failure of an APS button or the CIU a contact closure shall provide fault indication to the traffic signal controller. b) Evening sound control (1) The CIU shall support an "Evening Maximum" sound control hardware input which can be connected to a traffic controller time of day control output. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 38 TRAFFIC SIGNALS Page 38 of 107 (2) The Evening Maximum input, when active (must be settable as voltage `present' or `absent'), shall cause selected APS buttons to use the Evening Maximum sound level setting for all sounds. This control shall be independent for each sound on each button to achieve optimal intersection sound levels. (3) The APS button shall support a timeout for this input to guard against a stuck condition should the CIU fail. c) Sound inhibit control (1) The CIU shall support an APS button "Inhibit" control hardware input which can be connected to a traffic controller time of day control output. (2) The Inhibit input, when active (must be settable as voltage `present' or `absent'), shall cause the APS buttons to Inhibit Sound for all button speakers. (3) The APS button shall support a timeout for this input to guard against a stuck condition should the CIU fail. d) Special event sounds (1) The CIU shall support a "Special Event" sound control hardware input which can be connected to a traffic controller or external device event or time of day control output. (2) The Special Event input, when active (must be settable as voltage `present' or `absent'), shall cause selected APS buttons to use play a Special Event sound playlist for that input. (3) The CIU shall support configuration of up to i 1 Special event type inputs including at a minimum; 1-Train, 5-Emergency vehicle and 5-Alert messages. e) Pre -timed intersection APS operation (1) When APS buttons are installed at pre -timed (non -pedestrian actuated) intersections they shall provide the same level of APS service as if they were installed at a pedestrian actuated intersection. An actuation at one APS button shall be transmitted to the associated APS button on the same signal phase for proper APS Sutton beaconing as may be required to assist pedestrians in the crossing area. (2) The CIU shall provide a minimum of four pedestrian request outputs that can be connected to the traffic signal controller pedestrian inputs. The CIU pedestrian request outputs shall be configurable to mirror APS button actuations to a minimum of four phases. (3) The CIU pedestrian request outputs shall provide a solid-state pull down to a TSC pedestrian input. 14) Product operating conditions a) The APS button system shall be powered and operate from the existing nominal 120 Vac pedestrian Don't Walk and Walk signals only. b) The APS button shall allow direct connection to the traffic signal pedestrian isolator inputs. The APS system shall operating in temperatures from -37 °C to +74 °C (-35OF to +165 OF). 15) Materials and fabrication a) Audible Signals shall be supplied with all mounting hardware for pole and signal head -mounting. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 39 TRAFFIC SIGNALS Page 39 of 107 b) The button station shall be die cast aluminum and shall be weatherproof and vandal proof. The approximate dimensions are 336.55x 127x88.9nun or 13.25" x 5" x 3.5" (L x W x H). e) The button station shall be designed to adapt to mounting on a support structure without compromising the mechanical stability and the environmental protection. d) The Tactile Arrow shall be integrated into the button station housing. c) Security screws shall be incorporated in key areas to discourage tampering or unauthorized access. f) Existing signage shall be used or sign and mounting bracket supplied as follows. 50-3/4 sign with integrated sign holder g) 9x12 sign with sign adapter 9x15 sign with sign adapter 16) Coating a) The button station body shall be powder coated customers requested color. b) The button plunger shall be powder coated silver. c) The Tactile arrow shall be E-coated black with clear top coat. 17) Programming requirements a) The APS System shall allow pre -configuration or onsite configuration of the APS attributes. The APS button can be ordered with a built in configuration to the MUTCD 2009 standards for pedestrian poles that are 10 feet or more apart and allow setup through a simple button press method without need of a programming device. b) Programming device and/or software application shall be available for configuration of all components of the APS system. The programming device shall be compatible with Microsoft Windows 8.1, 7, Vista, XP. c) The programmer shall allow wired and wireless programming of the APS button and system components. It shall be possible to program one or more APS buttons from any APS button at the intersection. d) It shall be possible to program all push buttons from the CIU at the traffic signal controller. e) Wireless programming shall allow remote programming of the APS button system within 150 feet (50m) of the traffic cabinet. f) , The programming device shall allow programming of APS button under wired and wireless conditions for; configuration, custom sounds, firmware, .HW profiles and CIU programming. g) The programming device shall allow storage of an unlimited number of custom templates and intersection profiles (within the storage capability of the PC). h) IP based connection to the APS Button system for remote programming and management shall be available. 18) Automatic volume adjustment in response to ambient traffic sound level provided up to a -maximum volume of 100 dBA. 19) Tone or voice volume measured at 3 ft, from the pushbutton station shall be 2 dB minimum and 5 dB maximum above ambient noise level and shall be responsive to ambient noise level changes. 20) The pushbutton must be Americans with Disabilities Act compliant and activate both the walk interval and accessible pedestrian signal. 21) Actuation indicator -tone and pedestrian acknowledge light. The light shall remain on until the next walk cycle has started. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 40 TRAFFIC SIGNALS Page 40 of 107 22) Extended button press which can be used to request a louder WALK signal and locator tone for subsequent clearance interval. 23) Internal speaker a) Weather -resistant speaker protected by a vandal resistant screen. b) Nominal 15w speaker that shall provide audible feedback in the form of various signaling sounds c) The button housing shall provide speaker ports to direct the sound in front and behind the button station in line with the button sign face. d) The APS button shall provide for the installation of speaker baffles to block sound from the front or back as may be required for special applications. 24) Pedestrian Button Feedback a) Have a functional pushbutton that activates the pedestrian walk signal whenever actuated, even if the audible speech walk message, the pushbutton information message, the pushbutton locator tone, and the vibrating surface features are disabled. b) Have a pushbutton that when actuated activates the pedestrian walk signal's timing during an APS attribute failure. 25) Power Interface Module (PTM) a) A PIM shall be used to provide a low power interface to the APS button station (nominal 12-15 VDC). b) The PIM shall be installed in the Pedestrian Signal head or in an electrical box as required. The PIM shall be UL approved and bear necessary markings. c) The PIM shall meet NEMA TS2-2003 (or latest release) Environmental and Electrical requirements. 26) Overhead Beaconing Capability a) The APS button station shall have the option of driving an external overhead (pedestrian signal or pole mounted) speaker with independent audio amplifier and audio controls. b) This may be used where: (1) Crosswalks are longer than 70 feet (22m), unless they are divided by a median that has another accessible pedestrian signal with a locator tone; (2) Crosswalks that are skewed; (3) Intersections with irregular geometry, such as more than four legs; (4) Crosswalks where audible beaconing is requested by an individual with visual disabilities; or (5) Other locations where a study indicates audible beaconing would be beneficial. c) The overhead beaconing is used to assist pedestrians with orientation in the crossing area. Overhead beacons have been shown to improve directional information and safety for visually impaired and sighted pedestrians. NCHRP Document 117A. Accessible Pedestrian Signals: A Guide to Best Practices. 27) Capable of operating at, as a minimum, up to 1000 fit (AWG #12) cable run from signal cabinet. 28) Pushbutton station and Central control unit shall be rated for the following temperature range: a) Pushbutton station: -30°F to +155°F. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 101555 Revised October 12, 2015 3441 10-41 TRAFFIC SIGNALS Page 41 of 107 b) Central Control Unit: -30°F to +165°F 29) APS units shall be operationally compatible with TS 1, TS2, 170 and 2070 controllers and cabinet assemblies, currently used by the City and any other Texas government entities. 30) Unless specified otherwise in the plans, supply a central control unit (CCU) for the pushbutton stations that resides in the Traffic Signal Controller Cabinet. a) Provide a CCU capable of controlling up to 4 pedestrian phases and 12 Pushbutton stations. b) Ensure that all inputs and outputs on the CCU have Transient Voltage Protection. 31) If plans specify that the APS will require no additional space or wiring in the cabinet, provide one control unit per push button station capable of mounting in the pedestrian signal housing. 32) If a special device or software is required to configure the APS operation, provide a minimum of one device or copy of software per signal cabinet along with any required connectors, unless required otherwise by the plans. 33) Provide any wiring harnesses, connectors, interface cables, terminal blocks, etc. required for connecting the pushbutton station or CCU to the traffic signal controller assembly and making the Pushbutton stations operational. 5. Radar Detection Equipment and Cable a. Radar presence detection 1) The product bid shall be the SmartSensor MatrixTM by Wavetronix, or approved equivalent, and shall meet the following specifications. 2) General a) Sensor Outputs (1) Radar detector shall transmit real-time presence data from up to 10 lanes, depending on mounting location and lane widths. (2) The radar detector shall support a minimum of eight detection zones. (3) The radar detector shall support a minimum of eight detector channel outputs and have user -selectable channel assignments. (4) The radar detector shall use 'OR' or `AND' logic gates to map a single zone to multiple channel outputs, and shall have channel output extend and delay functionality. (5) The radar detector algorithms shall mitigate detections from wrong -way or cross traffic. (6) The radar detector system shall have fail-safe mode capabilities for contact closure outputs if communication is lost. Contact closure will occur on all programmed detector channels associated with the interface module when the failsafe is triggered and will remain in this state until comrrtunication is re-established between the interface module and the radar vehicle sensor. b) Detectable Area (1) The radar detector shall be able to detect and report presence in lanes with boundaries as close as 6 feet from the base of the pole on which the detector is mounted. The detector shall be able to detect and report presence in lanes located within the 140 feet are from the base of the pole on which the RPD is mounted. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 34 41 10 - 42 TRAFFIC SIGNALS Page 42 of 107 (2) The detector shall be able to detect and report presence for vehicles within a 90 degree field of view. (3) The detector shall be able to detect and report presence in up to 10 lanes. (4) The detector shall be able to detect and report presence in curved lanes and areas with islands and medians. c) System Hardware (1) Preassembled back plate (a) Each detector shall have a traffic cabinet preassembled back plate with the following: • AC/DC power conversion • Surge protection (Lightning and surge protection will be provided for power connections and communications links to the radar RVDS meeting or exceeding EN 61000-4-5 class specifications.) • Terminal blocks for cable landing • Communication connection points (b) The preassembled back plate for the detector shall be a cabinet side mount or rack mount. (2) Contact Closure Input File Cards (a) The detector shall use contact closure input file cards with 2 or 4 channel capabilities. (b) The contact closure input file cards for the detector shall be compatible with industry standard detector racks. (3) Radar design (a) Frequency Stability • The circuitry shall be void of any manual tuning elements that could lead to human error and degraded performance over time. • All transmit modulated signals shall be generated by means of digital circuitry, such as a direct digital synthesizer, that is referenced to a frequency source that is at least 50 parts per million (ppm) stable over the specified temperature range, and ages lcss than 6 ppm per year. • Any upconversion of a digitally generated modulated signal shall preserve the phase stability and frequency stability inherent in the digitally generated signal. • The detector shall not rely on temperature compensation circuitry to maintain transmit frequency stability. • The bandwidth of the transmit signal of the detector shall not vary by more than 1 % under all specified operating conditions and over the expected life of the detector. (b) Antenna Design • The detector antennas shall be designed on printed circuit boards. • The vertical beam width of the detector at the 6dB points of the two-way pattern shall be 65 degrees or greater. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10-43 TRAFFIC SIGNALS Page 43 of 107 • The antennas shall cover a 90 degree horizontal field of view. o The sidelobes in the RPD two-way antenna pattern shall be -40dB or less. (c) The detector shall transmit a signal with a bandwidth of at least 245 MHz, which provides for a resolution of 2 feet. (d) The detector shall provide at least 8 RF channels so that multiple units can be mounted in the same vicinity without causing interference between them. (e) The detector shall have a self -test that is used to verify correct hardware functionality. (f) The detector shall have a diagnostics mode to verify correct system functionality- (4) Physical Properties (a) The detector shall not exceed 4.2 pounds in weight. (b) The detector shall not exceed 13.2 in. by 10.6 in. by 3.3 in. (33.5 cm x 26.9 cm x 8.4 cm) in its physical dimensions. (c) All external parts of the detector shall be ultraviolet -resistant, corrosion -resistant, and protected from fungus growth and moisture deterioration. (d) Enclosure • The detector shall be enclosed in a Lexan, Makrolon, or other approved polycarbonate material. • The enclosure shall be classified "fl" outdoor weatherability in accordance with UL 746C. • The detector shall be classified as watertight according to the NEMA 250 Standard. • The detector enclosure shall conform to test criteria set forth in the NEMA 250 standard for type 4X enclosures. • Test results shall be provided for each of the following type 4X criteria: External Icing (NEMA 250 clause 5.6), Hose -down (NEMA 250 clause 5.7), 4X Corrosion Protection (NEMA 250 clause 5.10), Gasket (NEMA 250 clause 5.14). • The detector shall be able to withstand a drop of up to 5 feet without compromising its functional and structural integrity. • The detector enclosure shall include a connector that meets the MIL-C-26482 specification. • The MIL-C-26482 connector shall provide contacts for all data and power connections. (e) Power • The detector shall consume less than IQ W. • The detector shall operate with a DC input between 9 VDC and 28 VDC. (f) Communications Ports • The detector shall have two communication ports, and both ports shall communicate independently and simultaneously. CTY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 44 TRAFFIC SIGNALS Page 44 of 107 ® The detector shall support the upload of new firmware into the detector's non-volatile memory over either communication port. a The detector shall support the user configuration of the following: Response delay and Push port. • The communication ports shall support at least a 9600 bps baud rate. b. Radar advanced detection 1) The product bid shall be the SmartSensor Advanc6rm by Wavetronix, or approved equivalent, and shall meet the following specifications. 2) General a) All materials furnished, assembled, fabricated, or installed under this Item will be new, corrosion resistant, and in strict accordance with the details shown on the plans and in this Special Specification. b) The detector will be non -intrusive, easy to install, remotely accessible, and provide multiple connectivity options for easy integration into legacy systems. (1) The detector will have a method for automatically calibrating the detection device; this method will be executed in the detector's internal processor. This auto -calibration method will automatically determine detection thresholds. c) Sensor Performance (1) The detector will accurately and continuously detect Estimated Time of Arrival (ETA), speed, and range data for vehicles, or clusters of vehicles simultaneously moving within 100 feet to 500 feet from the sensor in the selected direction of travel. (2) The detector will be mounted in a forward -fire position, looking into either approaching or departing traffic for the selected direction of travel. (3) The detector will filter the ETA data, speed data, and range data based upon minimum and maximum constraints to produce alerts, customizablc for safe and efficient dilemma zone protection, congestion management, and other operational goals. (4) The detector will maintain accurate performance in all weather conditions, including rain, freezing rain, snow, wind, dust, fog, and changes in temperatures and light. (5) The device will not rely on temperature compensation circuitry and will be capable of continuous operation over and ambient temperature range from -40' C to 75' C, and a relative humidity range from five percent to 95 percent (non -condensing). (6) Detector operation will continue in rain or snow up to 10 cm per hour, and the device will not experience degraded performance when encased in 1/2 inch of ice. (7) Speed data will be accurate for individual vehicle measurement when there are no adjacent vehicles traveling in the same direction. (a) Eighty-five percent of all measurements will be within 5 mph of truth when vehicles are not changing speed. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 45 TRAFFIC SIGNALS Page 45 of 107 (b) Speed accuracy will be verified with radar gun, by video speed trap using the frame rate as a time reference, or equivalent method. (8) Range data will be accurate for individual vehicle measurement when there are no adjacent vehicles traveling in the same direction. (a) Eighty-five percent of all measurements will be within ten feet of the distributed length of the vehicle when vehicles are not changing speed. Range accuracy will be verified with: LIDAR gun, by video using visual markers as a distance reference and frame rate as a time reference, or equivalent method. (9) ETA data will be accurate for individual vehicle measurements when there are no adjacent vehicles traveling in the same direction. (a) ETA is the estimated time of arrival as calculated by dividing the vehicles range from the stop bar by the speed of the vehicle. (b) ETA is calculated for purposes of safely and efficiently protecting vehicles within the decision dilemma zone, which is nominally defined to exist for motorists with an ETA -between 2.5 and 5.5 seconds from the stop bar who are driving faster than 35 mph when the light turns yellow. (c) Eighty-five percent of all measurements will be within one second of truth for all vehicles not changing speed within the' decision dilemma zone. (d) ETA accuracy will be verified with: LIDAR gun, or by video using visual markers as a distance reference and frame rate as a time reference. d) Lightning surge protection that meets or exceeds the EN 61000-4-5 Class 4 specifications will be installed no farther than 40 feet along the detector cable from the detector unit. To ensure the continued operation of the detector in the presence of electrical surges, all connections to the detector will be protected, including power, RS-232, RS-485 communication lines and ground. e) Communication (1) The detector will provide two or more communication ports that can be accessed simultaneously using any detector -supported protocol. (2) This will enable multiple operators to collect data from the detector at the same time without interrupting or interfering with each other. (3) The detector will provide RS-232 and RS-485 serial communication ports; each communication port will support all of the following baud rates: 9600, 19200, 38400, 57600 and 115200. (4) The RS-232 port will be full -duplex and will support true RTS/CTS hardware handshaking for interfacing to various communication devices. t) Power (1) The detector will consume less than 10 watts with a DC input between 12 VDC and 28 VDC. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 46 TRAFFIC SIGNALS - Page 46 of 107 (2) The equipment will be designed such that the failures of the equipment will not cause the failure of any other unit of equipment. (3) Automatic recovery from power failure will be within 15 seconds after resumption of power. g) Windows® and PocketPC® -based Software (1) The detector will also include graphical user interface software that displays all configured zones and provides visual representation of all detected vehicle clusters. The detected range, speed, arrival time, and identification number will be viewable on the visual representation of all detected vehicle clusters. The graphical interface will operate on Windows 98, Windows 2000, Windows NT 4.0, Windows XP Pro and Windows PocketPCs equivalent to the Dell Axim X50v. The software will automatically select the correct baud rate. (2) The graphical user interface will also display all configured alerts and provide visual representation of their actuation. The operator will have the ability to configure alerts using minimum and maximum constraints on the detected ETA, speed, and range of vehicles. (3) The operator will have the ability to save the configuration information to a file, or reload the detector configuration from a file, using the graphical user interface software. Using the installation software, the operator will be able to easily change the baud rate on the sensor by selecting baud rates from a drop -down list, as well as add response delays for the communication ports. Additionally, the operator will have the ability to switch between data pushing and data polling, and change the detector's settings for Flow Control from none to RTS/CTS and vice versa. (4) The operator will be able to upload new firmware into the detector's non-volatile memory over any supported communication channel. h) RF Design (1) All microwave circuitry within the detector will be designed utilizing active control that dynamically adjusts to compensate for temperature and age variations in component performance. This eliminates most opportunities for human error or age degradation in circuits that contribute to product performance. The circuitry will be void of any manual tuning elements that could lead to human error and degraded performance over time. (2) All transmit modulated signals will be generated by means of digital circuitry, such as a direct digital synthesizer, that is referenced to a frequency source that is at least 50 ppm stable over the specified temperature range, and ages less than six ppm per year. Any up -conversion of a digitally generated modulated signal will preserve the phase stability and frequency stability inherent in the digitally generated signal. These specifications ensure that during operation the detector strictly conforms to FCC requirements and that the radar signal quality is maintained for precise algorithmic quality. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 47 TRAFFIC SIGNALS Page 47 of 107 (3) The detector antennae will be designed on printed circuit boards, eliminating the need for RF connectors and cabling that result in decreased reliability. Printed circuit antennae are less prone to physical damage due to their extremely low mass. (4) The antennae parameters will meet the following criterion to ensure quality performance: (a) 3 dB Elevation Beam Width: > 65 degrees (b) 3 dB Azimuth Beam Width: < 15 degrees (c) Side Lobes. < -20 dB i) Enclosure (1) The detector will be enclosed in a Lexan polycarbonate, ultraviolet resistant material and will be classified as watertight according to the NEMA 250 Standard. The enclosure will be classified "fl" outdoor weatherability in accordance with UL 746C. (2) The detector will be able to withstand a drop of up to 5 feet without compromising its functional and structural integrity. j) Input file cards (1) The detector manufacturer will provide an optional input file card compatible with 170, 2070, NEMA TS 1 and NEMA TS2 input file racks. The input file card will translate per vehicle data packets or actuation packets from the detector into corresponding contact closure outputs. Operators will be able to assign any contact closure output channel to any configured alert. These settings will be saved in non-volatile memory on the input file card for complete recovery in case of power failure. (2) The input file card will support Dual Loop (Speed Trap) emulation, as well as the following modes of operation: (a) Actuation (true presence filtered by conditional alert constraints output in real time with 2.5 ms resolution) (b) Pulse (a single 125 ms output pulse for each vehicle) (c) Presence (an output pulse corresponding to the duration of each vehicle cluster in the detection zone with a resolution of 2.5 ms) (d) Single Loop Speed (duration of the pulse corresponds directly to the speed of the vehicle, speed (mph) = 13.64/duration in seconds) (3) The input file card will receive data packets over an RS-485 bus at any of the following baud rates: 9600, 19200, 38400, 57600 and 115200. Also, the input file card will auto -baud and auto -detect a detector over wired and wireless communication channels that have a maximum latency of 500 ms. (4) The input file card will comply with the NEMA TS2-1998 Traffic Controller Assemblies with NTCIP Requirements, Section 2.8 specification. Documentation and results of the NEMA TS2-1998 test will be provided. (5) The input file card will also provide failsafe operation, so that in the event of failure of communication from the sensor, a constant call will be placed on all contact closure channels. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 48 TRAFFIC SIGNALS Page 48 of 107 (6) The input file card will comply with the EN 61000-4-5 Class 4 lightning surge protection test specification. Documentation and results of the EN 61000-4-5 Class 4 test will be provided. k) FCC (1) Each detector will be Federal Communications Commission (FCC) certified under CFR 47, Part 15, section 15.245 as a field disturbance sensor, or section 15.249 as an intentional radiator. This certification will be displayed on an external label on each device according to the rules set out by the FCC. (2) The detector will transmit in the 10.50 — 10.55 GHz or 24.00 — 24.25 GHZ frequency band and will meet the power transmission requirements specified under sections 15.245 and 15.249 of CFR 47. (3) The manufacturer will provide documentation proving compliance to all FCC specifications, Radar Detection Cable 1) The cable end connector shall meet the MIL-C-26482 specification and shall be designed to interface with the appropriate MIL-C-26482 connector. 2) The connector back shell shall be an environmentally sealed shell that offers excellent immersion capability. 3) All conductors that interface with the connector shall be encased in a single jacket, and the outer diameter (O.D.) of this jacket shall be within the back shell's cable O.D. range to ensure proper sealing. 4) The back shell shall have a strain relief with enough strength to support the cable slack under extreme weather conditions. 5) The cable shall conform to the following specifications: 6) The RS485 conductors shall be a twisted pair. 7) The RS485 conductors shall have nominal capacitance conductor to conductor of less than 7lpF/Ft at 1 KHz. 8) The R5-485 conductors shall have nominal conductor DC resistance of less than 16.5 ohms/ (304.8 m) at 68°F (20°C). 9) The power conductors shall be one twisted pair with nominal conductor DC resistance of less than 11.5 ohms/ (304.8 m) at 68°F (20°C). 10) Each wire bundle or the entire cable shall be shielded with an aluminum/mylar shield with a drain wire. 11) The wire shall be a single continuous home -run cable with no splices allowed and terminated only in the junction box provided by the manufacturer and in the traffic signal cabinet at the other end. 12) The cable O.D. shall not exceed 0.4 inches. 13) The cable length shall not exceed 2000 feet for the operational baud rate of RS-485 communications (9.6 Kbps). 14) If 12 VDC is being supplied for the detector then the cable length shall not exceed 90 feet. 15) If 24 VDC is being supplied for the detector then the cable length shall not exceed 500 feet. 16) Both communication and power conductors can be bundled together in the same cable as long as the above -mentioned conditions are met. 6. Hybrid Vehicle Detection System and Cable CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 49 TRAFFIC SIGNALS Page 49 of 107 a. The product bid shall be the Iteris Vantage Vector HybridTM system, or approved equivalent, and shall meet the following specifications. b. The multi -sensor system shall utilize two different sensors of different technologies, video imaging and radar, to detect and track licensed and unlicensed vehicles at distances up to 600 feet. c. The sensor system shall fuse vehicle information from the two sensors to provide highly accurate and precise detection for special or advanced applications. d. The multi -sensor system shall use a primary detector rack mounted processor to interface with the traffic control cabinet. The module shall process information from both video imaging and radar sensors simultaneously in real- time. e. System configurations 1) The multi -sensor detection system (MSDS) shall consist of up to two video cameras and radar units, detection processors (DP) capable of processing from one to two intersection approaches, output extension modules, surge suppressors, a setup tool and a pointing device. 2) Available system configurations a) The MSDS will be deployed at locations where site conditions and roadway geometry vary. The MSDS system may also be deployed at locations where existing cabinets or equipment exist. Existing site configurations will dictate the availability of cabinet space and MSDS usage. b) The proposed MSDS shall be available in various configurations to allow maximum deployment flexibility. Each configuration shall have an identical user interface for system setup and configuration. The communications protocol to each configuration shall be identical and shall be hardware platform independent. The proposed MSDS shall have multiple configurations available for deployment as described in Tablet Table 1. MSDS Configuration No. of Description Multi- No. Video Mounting Power Supply Sensor Outputs Configuration Requirements Inputs Rack Mount 12 or 24 VDC Single -Channel 1 1 (Type 170 or power From Rack Mounted NEMA TS-1, Rack TS-2 Racks Rack Mount 12 or 24 VDC Dual -Channel 2 1 (Type 170 or power From Rack Mounted NEMA TS-1, Rack TS-2 Racks f. System software CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City .Project No. 101555 Revised October 12, 2015 3441 10 - 50 TRAFFIC SIGNALS Page 50 of 107 1) The system shall include software that detects vehicles in multiple lanes. Video imaging detection zones shall be defined using only an on -board video menu and a pointing device to place the zones on a video image. Up to 24 video detection zones per camera view shall be available. Two additional trigger zones for the radar sensor shall be available and be configurable by using the same system setup menu on the DP. A separate computer shall not be required to program the detection zones. A portable setup tool shall be available for sensor alignment and adjustment of camera's field of view and focus. g. Materials 1) Multi -Sensor Detection System Hardware a) The MSDS hardware shall consist of the following four elements: (1) Video imaging camera sensor (2) Radar sensor (3) Sensor data combiner (4) Detection processor b) The MSDS shall be made in the U.S.A. in compliance with FTA "Buy America" regulations. 2) Video Imaging Camera Sensor a) To accommodate deployment flexibility, the MSDS camera sensor shall be compatible will all DP platforms identified in Table 1. The MSDS camera sensor shall be supplied by the MSDS manufacturer. b) The advanced camera enclosure shall utilize Indium Tin Oxide (ITO) technology for the heating element of the front glass. The transparent coating shall not impact the visual acuity and shall be optically clear. c) Cable terminations at the data combiner for video and power shall not require crimping or special tools. d) The camera sensor shall allow the user to set the focus and field of view via Wi-Fi connectivity. e) The camera shall produce a useable video image of the bodies of vehicles under all roadway lighting conditions, regardless of time of day. The minimum range of scene luminance over which the camera shall produce a useable video image shall be the minimum range from nighttime to daytime, but not less than the range 1.0 lux to 10,000 lux. f j The camera electronics shall include automatic gain control (AGC) to produce a satisfactory image at night. g) The imager luminance signal to noise ratio (SIN) shall be more than 50 dB with the automatic gain control (AGC) disabled. h) The imager shall employ three dimensional dynamic noise reduction (3D-DNR) to remove unwanted image noise. i) The camera imager shall employ wide dynamic range (WDR) technology to compensate for wide dynamic outdoor lighting conditions. The dynamic range shall be greater than 100 dB. j) The camera shall be digital signal processor (DSP) based and shall use a CCD sensing element and shall output color video with resolution of not less than 550 TV lines. k) The camera sensor shall include an electronic shutter control based upon average scene luminance and shall be equipped with an auto -iris lens that operates in tandem with the electronic shutter. The electronic shutter shall operate between the ranges of 1/1 to 1/10,000th second. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10-51 TRAFFIC SIGNALS Page 51 of 107 1) The camera sensor shall utilize automatic white balance. m) The camera sensor shall include a variable focal length lens with variable focus that can be adjusted, without opening up the camera housing, to suit the site geometry by means of a portable interface device designed for that purpose and manufactured by the detection system supplier. n) The horizontal field of view shall be adjustable from 4.6 to 53.6 degrees. This camera configuration may be used for the majority of detection approaches in order to minimize the setup time and spares required by the user. The lens shall be a 12x zoom lens with a focal length of 3.7mm to 44.Omm. o) The lens shall also have an auto -focus feature with a manual override to facilitate ease of setup. p) The camera shall incorporate the use of preset positioning that store zoom and focus positioning information. The camera shall have the capability to recall the previously stored preset upon application of power. q) The camera shall be housed in a weather -tight scaled enclosure conforming to IP-67 specifications. The housing shall allow the camera to be rotated to allow proper alignment between the camera and the traveled road surface. r) The camera enclosure shall be equipped with a sunshield. The sunshield shall include a provision for water diversion to prevent water from flowing in the camera's field of view. s) The camera enclosure shall be design so that the pan, tilt and rotation of the camera assembly can be accomplished independently without affecting the other settings. t) The camera enclosure shall include a proportionally controlled Indium Tin Oxide heater design that maximizes heat transfer to the lens. The output power of the heater shall vary with temperature, to assure proper operation of the lens functions at low temperatures and prevent moisture condensation on the optical faceplate of the enclosure. u) The glass face on the front of the enclosure shall have an anti -reflective coating to minimize light and image reflections., v) When mounted outdoors in the enclosure, the camera shall operate in a temperature range from -34 °C to +74 °C and a humidity range from 0% RH to 100% RE Measurement of satisfactory video shall be based upon DP system operation. w) The camera sensor shall acquire its power from the sensor data combiner. x) Recommended camera placement height shall be 18-33 feet (or 6-10 meters) above the roadway, and over the traveled way on which vehicles are to be detected. For optimum detection the camera should be centered above the traveled roadway. The camera shall view approaching vehicles at a distance not to exceed 350 feet for reliable detection (height to distance ratio of 10:100). Camera placement and field of view (FOV) shall be unobstructed and as noted in the installation documentation provided by the supplier. y) The video signal shall be fully isolated from the camera enclosure and power cabling CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 52 TRAFFIC SIGNALS Page 52 of 107 z) A weather-proof protective cover shall be provided to protect all terminations at the camera. 3) Radar Sensor a) The radar sensor shall operate in the 24 GHz frequency band and shall operate on 1 of 7 available enumerated channels that is user selectable. b) The radar detection range shall be 600 feet minimum, +1- 5%. c) The radar sensor shall be able to track up to 20 independent objects simultaneously. d) Object speed detection shalt be within a range of 0 to 150 miles per hour +/- 1.0 miles per hour. e) The radar sensor shall be able to detect vehicles in 1 to 4 traffic lanes. f) The radar sensor shall be housed in a weather -tight sealed enclosure conforming to IP-67 specifications. The housing shall allow the radar to be adjusted to allow proper alignment between the sensor and the traveled road surface. g) When mounted outdoors in the enclosure, the radar shall operate in a temperature range from -34 °C to +74 'C and a humidity range from 0% RH to 100% RH. h) The radar sensor shall communicate with the sensor data combiner. i) The radar sensor shall acquire its power from the sensor data combiner. 4) Multi -Sensor Assembly a) Both camera and radar sensors shall be housed in an overall, single enclosure assembly. b) The overall size of the multi -sensor enclosure shall not exceed 14 inches x 15 inches x 17 inches. c) The overall weight of the multi -sensor unit shall not exceed I 1 pounds. d) The effective projected area (EPA) shall not exceed 2.0 square feet. e) The maximum power consumption for the multi -sensor assembly shall be less than 10 watts typical, 20 watts peak. 5) Sensor Data Combiner a) A sensor data combiner that combines sensor information from both video and radar sensors shall be employed. b) The sensor data combiner shall supply primary power to each sensor unit. c) The sensor data combiner shall facilitate digital communications between the sensor data combiner and each of the sensor units. d) The sensor data combiner shall get its primary power from an AC power source using industry standard 3-conductor cabling. e) The sensor data combiner shall communicate with the detection processor using a single coax cable. Both video. imaging and radar data shall use the single coax cable. f) The sensor data combiner shall also employ industry standard Wi-Fi connectivity for remote sensor system setup using a mobile programming device such as a netbook or tablet computer. Video camera and radar sensor shall be able to be configured independently. g) The sensor data signal shall be fully isolated from the mechanical enclosure and power cabling h) Cable terminations at the sensor data combiner shall not require crimping tools. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CityProject No. 101555 Revised October 12, 2015 3441 10 - 53 TRAFFIC SIGNALS Page 53 of 107 i) The sensor data combiner shall be housed in a weather -tight sealed enclosure conforming to IP-67 specifications. 6) Detector Processor (DP) a) Each sensor input shall accept RS170 (NTSC) or CCIR (PAL) signals from an external video source. The interface connector shall be BNC type and shall be located on the front of the processing. unit. The sensor input shall have the capability to be terminated into 75-ohms or high impedance (Hi-Z) using dip switches or software control from the user menu. The sensor input shall also facilitate the data from the radar sensor. b) A LED indicator shall be provided to indicate the presence of the sensor signal. The LED shall illuminate upon valid sensor synchronization and turn off when the presence of a valid sensor signal is removed. c) One video output shall be provided. The video output shall be RS 170 or CCIR compliant and shall pass through the input video signal. d) For multi -channel video input configurations, a momentary push- button shall be provided on the front panel to cycle through each input video channel. In the absence of a valid sensor signal, the channel shall be skipped and the next valid sensor signal shall be switched. The real time video output shall have the capability to show text and graphical overlays to aid in system setup. The overlays shall display real-time actuation of detection zones upon vehicle detection or presence. Overlays shall be able to be turned off by the user. Control of the overlays and sensor switching shall also be provided through the serial communications port. The video output interface connector shall be positive locking BNC type. Friction type (e.g. RCA type) connectors shall not be allowed. e) A serial communications port shall be provided on the front panel. The serial port shall compliant with EIA232 electrical interfaces and shall use a D139 type connector mounted on the front panel of the DP. The serial communications interface shall allow the user to remotely configure the system and/or to extract calculated vehicle/roadway information. The interface protocol shall be documented or interface software shall be provided. The interface protocol shall support multi - drop or point-to-multipoint communications. Each MSDS shall have the capability to be addressable. The DP shall support data rates of 1200 bps to 230,400 bps, inclusive. f) Open collector (contact closure) outputs shall be provided. Four (4) open collector outputs shall be provided for the single or dual channel rack -mount configuration. Additionally, the DP shall allow the use of extension modules to provide up to 24 open collector contact closures per camera input. Each open collector output shall be capable of sinking 30 mA at 24 VDC. Open collector outputs will be used for vehicle detection indicators as well as discrete outputs for alarm conditions. The DP outputs shall be compatible with industry standard detector racks assignments. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 54 TRAFFIC SIGNALS Page 54 of 107 g) Logic inputs such as delay/extend or delay inhibit shall be supported through the appropriate detector rack connector pin or front panel connector in the case of the 1/0 module. For DPs and extension modules, 4 inputs shall be supported via detector rack interface. The 1/0 module shall accommodate eight (8) inputs through a 15-pin "D" connector. h) Detection status LEDs shall be provided on the front panel. The LEDs shall illuminate when a contact closure output occurs. Rack -mounted detection processors shall have a minimum of four (4) LEDs. Rack - mounted extension modules shall have two (2), four (4) or eight (8) LEDs (depending upon extension module type) to indicate detection. i) The front panel of the DP shall have detector test switches to allow the user to manually place calls on each DP output channel. The test switch shall be able to place either a constant call or a momentary call depending on the position of the switch. j) A USB mouse port shall be provided on the front panel of the rack mount detection processing unit. The mouse port shall not require special mouse software drivers. The mouse port shall be used as part of system setup and configuration. A mouse shall be provided with each detection processor. k) Extension modules shall be connected to the DP by an 8-wire twisted - pair cable with modular RJ45 connectors. DP and EM communications shall be accommodated by methods using differential signals to reject electrically coupled noise. 1) Extension modules (EM) shall be available to eliminate the need of rewiring the detector rack, by enabling the user to plug an extension module into the appropriate slot in the detector rack to provide additional open collector outputs. The extension module shall be available in both 2 and 4 channel configurations. EM configurations shall be programmable from the DP. A separate I/O module with 32 outputs through a 37-pin "D" connector on the front panel and 8 inputs through a 15-pin "D" connector using an external wire harness for expanded flexibility shall also be available. m) The DP and EM shall be specifically designed to mount in a standard detector rack, using the edge connector to obtain power, provide contact closure outputs and accept logic inputs (e.g. delay/extend). No adapters shall be required to mount the DP or EM in a standard detector rack. Detector rack rewiring shall not be required. n) The DP shall utilize non-volatile memory technology to store on -board firmware and operational data. o) The DP shall enable the loading of modified or enhanced software through the EIA232 or USB port (using a USB. thumb drive) and without modifying the DP hardware. p) The DP and EM shall be powered by 12 or 24 volts DC. DP and EM modules shall automatically compensate for either 12 or 24 VDC operation. DP power consumption -shall not exceed 7.5 waits. The EM power consumption shall not exceed 3 watts. q) The DP shall operate satisfactorily in a temperature range from -34 °C to +74 °C and a humidity range from 0%RH to 95%RH, non - condensing as set forth in NEMA specifications. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 55 TRAFFIC SIGNALS Page 55 of 107 r) An Edco CX-06M video surge suppresser shall be provided for each sensor input. The surge suppresser shall be appropriately grounded to the cabinet ground rod using 14 AWG minimum. 7) System Software a) Detection zones shall be programmed via an on board menu displayed on a video monitor and a pointing device connected. to the DP. The menu shall facilitate placement of detection zones and setting of zone parameters or to view system parameters. A separate computer shall not be required for programming detection zones or to view system operation. b) The DP shall store up to three different detection zone patterns in non- volatile memory. The DP can switch to any one of the three different detection patterns within 1 second of user request via menu selection with the pointing device. Each configuration shall be uniquely labeled and able to be edited by the user for identification. The currently active configuration indicator shall be displayed on the monitor. c) The DP shall detect vehicles in real time as they travel across each detection zone. d) The DP shall accept new detection patterns from an external computer through the EIA232 port when the external computer uses the correct communications protocol for downloading detection patterns. A WindowsTM-based software designed for local or remote connection and providing video capture, real-time detection indication and detection zone modification capability shall be provided with the system. e) The DP system shall have the capability to automatically switch to any one of the stored configurations based on the time of day which shall be programmable by the user. f j , The DP shall send its detection patterns to an external computer through the EIA232 port when requested when the external computer uses the appropriate communications protocol for uploading detection patterns. g) The DP shall default to a safe condition, such as a constant call on each active detection channel, in the event of unacceptable interference or loss of the sensor signal. h) The system shall be capable of automatically detecting a low -visibility condition such as fog and respond by placing all effected detection zones in a constant call mode. A user -selected alarm output shall be active during the low -visibility condition that can be used to modify the controller operation if connected to the appropriate controller input modifier(s). The system shall automatically revert to normal detection mode when the low -visibility condition no longer exists. i) Up to 24 detection zones per camera input shall be supported and each detection zone can be sized to suit the site and the desired vehicle detection region. j) The DP shall support 2 independent trigger points for radar outputs for dilemma zone applications. k) The DP shall provide up to 24 open collector output channels per sensor input using one or more extension modules. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 56 TRAFFIC SIGNALS Page 56 of 107 1) A single detection zone shall be able to replace multiple inductive loops and the detection zones shall be OR`ed as the default or may be AND'ed together to indicate vehicle presence on a single approach of traffic movement. m) Placement of detection zones shall be done by using only a pointing device, and a graphical interface built into the DP and displayed on a video monitor, to draw the detection zones on the video image from each video camera. No separate computer shall be required to program the detection zones. n) When a vehicle is detected within a detection zone, a visual indication of the detection shall activate on the video overlay display to confirm the detection of the vehicle for the zone. o) Detection shall be at least 98% accurate in good weather conditions, with slight degradation possible under adverse weather conditions (e.g. rain, snow, or fog) which reduce visibility. p) Detection accuracy is dependent upon site geometry, camera placement, camera quality and detection zone location, and these accuracy levels do not include allowances for occlusion or poor video due to camera location or quality. q) The DP shall provide dynamic zone reconfiguration (DZR). DZR enables normal operation of existing detection zones when one zone is being added or modified during the setup process. The new zone configuration shall not go into effect until the configuration is saved by the operator. r) Detection zone setup shall not require site specific information such as latitude and longitude to be entered into the system. s) The DP shall process the video input from each camera at 30 frames per second. Multiple camera processors shall process all video inputs simultaneously. t) The DP shall output a constant call during the background learning period of no more than 3 minutes. u) Detection zone outputs shall be configurable to allow the selection of presence, pulse, extend, and delay outputs. Timing parameters of pulse, extend, and delay outputs shall be user definable between 0.1 to 25.0 seconds. v) Up to six video detection zones per sensor input shall have the capability to count the number of vehicles detected. The count value shall be internally stored for later retrieval through the EIA232 port. The zone shall also have the capability to calculate and store average speed and lane occupancy at bin intervals of 10 seconds, 20 seconds, 1 minute, 5 minutes, 15 minutes, 30 minutes and 60 minutes. One radar sensor zone shall also count vehicles, calculate, and store the average speed and lane occupancy across the approach. w) in addition to the count type zone, the DP shall be able to calculate and/or acquire average speed and lane occupancy using both video and radar sensors. These values shall be stored in non-volatile memory for later retrieval. x) The DP shall have an "advance" zone type where detection outputs to the traffic controller is compensated for angular occlusion and distance. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPFCIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10-57 TRAFFIC SIGNALS Page 57 of 107 y) The DP shall employ color overlays on the video output. z) The DP shall have the ability to show phase status (green, yellow, or red) for up to S phases. These indications shall also be color coded. aa) The user shall have the ability to enable or disable the display of the phase information on the video output. bb) The DP shall have the capability to change the characteristics of a detection zone based on external inputs such as signal phase. Each detection zone shall be able to switch from one zone type (i.e. presence, extension, pulse, etc.) to another zone type based on the signal state. For example, a zone may be a "count' zone when the phase is green but change to a "presence" zone type when the phase is not green. cc) Another application would be zone type of "extension" when the signal phase is green and then "delay" when red. dd) For alpha numeric user inputs, the DP shall utilize a virtual keyboard on the video overlay system to ease user input. The virtual keyboard shall use the standard QWERTY keyboard layout. cc) The DP shall aid the user in drawing additional detection zones by automatically drawing and placing zones at appropriate locations with only a single click of the mouse. The additional zone shall utilize geometric extrapolation of the parent zone when creating the child, zone. The process shall also automatically accommodate lane marking angles and zone overlaps. ff) When the user wishes to modify the location of a zone, the DP shall allow the user move a single zone, multiple zones or all zones simultaneously. gg) When the user wishes to modify the geometric shape of the zone, the DP shall allow the user to change the shape by moving the zone comer. or zone sides. hh) On screen zone identifiers shall be modifiable by the user. The user shall be allowed to select channel output assignments, zone type, input status, zone labels or zone numbers to be the identifier. ii) For multiple camera input DPs, the user shall have the ability to enable automatic video output switching. The dwell time for each sensor input shall be user programmable. J) For radar sensor zones, the output can be triggered by presence of a vehicle only or by presence of a vehicle above a user -defined speed threshold. 7. Vehicle Detector Loops (Sawcut) a. Detector Loop Wire 1) Use stranded copper No. 14 AWG XHHW cross -linked -thermosetting - polyethylene insulated conductor rated for 600 volts CA for vehicle detector loop wire. b. Detector Lead -In Cable 1) Loop detector lead-in cable shall be a single 4 conductor No. 18 AWG, shielded cable. 2) 1 cable shall service each loop where practical. c. Sealant CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 58 TRAFFIC SIGNALS Page 58 of 107 1) Use sealant for the vehicle detector loops in accordance with TxDOT DMS-6340, "Vehicle Loop Wire Sealant." 8. Emergency Vehicle Preemption Equipment and Cable a. The product bid shall be the OpticomT" system by Global Traffic Technologies, or approved equal, and shall meet the following specifications. b. Provide new, corrosion resistant materials. c. Emergency Preemption Phase Selector 1) Shall be a plug-in two channel, dual priority, encoded signal device. 2) Shall have the capability to be installed directly into the input file of Type 170 traffic controllers equipped with priority phase selection software. 3) Shall recognize and discriminate among three distinct emitter frequency rates via Emergency Preemption Detectors: Command Priority, Advantage Priority and probe vehicles. 4) When Emergency Preemption Detector signals are recognized as a valid call, the Emergency Preemption Phase Selector shall cause the signal controller to advance to and/or hold the desired traffic signal display. This is accomplished by utilizing Emergency Preemption Phase Selector circuitry in conjunction with normal internal controller functions. 5) The Emergency Preemption Phase Selector shall be capable of assigning priority traffic movement to one of two channels on a first come, first serve basis. Each channel shall be connected to select a particular traffic movement from those normally available within the controller. 6) Once a call is recognized, "commit to green" circuitry in the Emergency Preemption Phase Selector shall function so that the desired green indication will be obtained even if optical communication is lost. After serving a priority traffic demand, the Emergency Preemption Phase Selector shall release the controller to follow normal sequence operation. 7) The phase selector shall not change the timing of the following intervals for any normal controller phase: minimum green, walk, pedestrian clearance, yellow change, or red clearance. 8) Emergency Preemption Phase Selector shall also have the following features: two auxiliary detectors per channel, compatible with encoded signal and non -encoded emitters, computer -based interface (RS232 communications front port, and rear backplane, customizable ID code validation), crystal controlled circuitry, optically isolated outputs, front panel switches and diagnostic indicators for testing, and multi -function test switch. 9) Phase selector shall be powered from AC mains and shall provide 24-volt DC output for its associated detectors. 10) Emergency Preemption Phase Selector shall utilize solid state and relay circuitry to interface between the Emergency Preemption Detector and the traffic signal controller. 11) Emergency Preemption Phase Selector shall supply power to and receive electrical signals from the Emergency Preemption Detector. 12) Emergency Preemption Phase Selector shall be tested to NEMA electrical test specifications. 13) Emergency Preemption Phase Selector shall operate at a voltage range of 89 to 135 VAC +10% and 60Hz + 3Hz. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 59 TRAFFIC SIGNALS Page 59 of 107 14) Provide equipment that is not affected by the transient voltages, surges and sags normally experienced on commercial power lines. It is the Contractor's responsibility to check the local power service to determine if any special design is needed for the equipment. Any extra cost, if required, is subsidiary to this Item. 15) Install appropriate surge protectors in the cabinet for the Emergency Preemption Phase Selector and Emergency Preemption Detector. 16) Provide equipment that meets the requirements of Sec. 2.1.6, "Transients, Power Service" of the NEMA Standard TS2-1992, and/or the latest revision. 17) Provide all wiring to the requirements of the NEC. Cut all wires to proper length. Provide cable slacks to facilitate removal and replacement of assemblies, panels, and modules. Do not double back any wires to take up slack. Neatly lace wires into cable with nylon lacing or plastic straps. Secure cables with clamps. 18) Provide diodes or other protective devices across the coils of all DC relays, solenoids, and holding coils for transient suppression. 19) Furnish equipment with readily accessible, manually re-settable or replaceable circuit protection devices (such as circuit breakers or fuses) for equipment and power source protection. 20) Design the equipment such that the failures of the equipment shall not cause the failure of any other unit of equipment. 21) Equipment furnished shall be modular in design to allow major portions to be readily replaced in the field. 22) Emergency Preemption Phase Selector shall have mechanically key modules of unlike functions to prevent insertion into the wrong socket or connector. 23) Clearly identify all modules and assemblies with name, model number, serial number, and any other pertinent information required to facilitate equipment maintenance. 24) A card rack shall be supplied with every Emergency Preemption Phase Selector. a) Shall be a metallic enclosure with a dedicated card slot for one please selector with either two or four channel units. b) The front panel of the card rack shall include a terminal strip for connecting the detectors, as well as a 9-pin circular connector and harness to connect the phase selector's inputs and outputs. c) The card rack shall be subsidiary to the Emergency Preemption Phase Selector. d. Emergency Preemption Detector 1) Furnish Emergency Preemption Detector that shall seamlessly operate with the vehicle emitters used in the project area. 2) Detector shall transform the optical energy detected from an approaching, vehicle mounted emitter to an electrical signal. The electrical signal shall be transmitted along an Emergency Preemption Detector Cable to the Emergency Preemption Phase Selector for processing. 3) Detectors shall permit a direct, unobstructed line -of -sight to vehicle approaches. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIPMCATION DOCUMENTS CityProject No. 101555 Revised October 12, 2015 3441 10 - 60 TRAFFIC SIGNALS Page 60 of 107 4) Detector shall have a cone of detection of not more than 13 degrees. The Emergency Preemption Detector and/or Emergency Preemption Phase Selector shall not sense a pre-emption signal from an emitter outside this cone. 5) Detector shall Have solid state circuitry and advanced electrical transient immunity. 6) Detectors shall have a range of 200 feet and is adjustable up to-2,500 feet. 7) Detector shall operate at an electrical voltage of 24 to 28 VDC, 50 MA minimum. 8) Detectors shall operate at a temperature range of -30 degrees F to 165 degrees F. 9) Detector shall include mounting hardware, as specified, for mast arm mounting, span wire mounting, pole -side mounting, mounting on top of a signal head, or mounting on top of a pipe or pedestal 10) Detector shall have an adjustable turret configuration to accommodate skewed approaches. 11) Detector housing shall be of light weight, durable, high -impact polycarbonate material having stainless steel and brass fittings. 12) Detector shall operate at a humidity of 5% to 95% relative. c. Emergency Preemption Detector Cable 1) Shall be Model 138 OpticomTM cable, or approved equivalent, and shall be compatible with all other equipment used in this specification. 2) Cable shall be individually tinned copper strand three -conductor cable with yellow, orange, and blue conductor wires. It shall also have a bare shield drain wire, - 3) Cable shall be AWG #20 (7x28), stranded with conductor insulation of 600 volt, 75°C (167°F). 4) Cable shall have a DC resistance not to exceed 11.0 ohms per 1000 ft. 5) The capacitance from one conductor to other 2 conductors and shield.shall not exceed 48 pf./ft. 6) Cable jacket shall be rated for,600 volts, 80 degrees C (176 degrees F), and minimum average wall thickness of 0.045 in. 7) Finished O.D. of 0.3 in. maximum. 9. Battery back-up (BBU) System for Signal Cabinets a. The product bid shall -be the Alpha FXM 2000 model, or approved equivalent, and shall meet the following specifications. b. Functionality 1) Standby Mode a) The BBU shall be provided with a standby mode. b) The utility AC power shall be passed directly to the output. c) The system will transfer to Backup mode at user defined, low and high cutoff voltage level transfer points that are adjustable between 90 and 135 VAC. d) The BBU shall automatically apply a 5VAC difference for the return transfer points. c) When the BBU is in Standby mode (Buck/Boost Disabled), the BBU shall bypass the utility line power whencver the utility line voltage is outside the transfer set points (12 VAC). 2) Low Restore CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 61 TRAFFIC SIGNALS Page 61 of 107 a) In cases of low or absent utility line voltage, when the utility line voltage has been restored at or above 5 VAC 12 VAC of the low transfer set point for more than 20 seconds, the BBU shall transfer from Backup Mode to Utility Line Mode. 3) High Restore a) In cases of high utility line voltage, when the utility line voltage has been restored at or above 5 VAC ±2 VAC of the high transfer set point for more than 20 seconds, the BBU shall transfer from Backup Mode to Utility Line Mode. 4) Buck/Boost Line Interactive Mode a) The BBU shall include Buck/Boost Functionality. b) The Buck/Boost mode shall have a minimum range of 90-150 VAC. c) There shall not be any user definable transfer set points for the buck boost mode. d) Whenever Buck/Boost mode is selected, the output of the system shall be regulated between 100-130VAC. e) When the output of the system can no longer be maintained with this range, the BBU shall transfer to Backup Mode. 5) Line Qualify Time a) The BBU shall have a user definable line qualify time. b) The user shall be able to select a minimum of three (3) possible settings. c) The minimum setting shall be 3, 20, and 30 seconds. d) The default line qualify time shall be 30 seconds. 6) Battery Charger a) The BBU shall have an integral charger. b) The charger shall be a 3-step charger using bulk, absorption and float charging techniques, appropriate for the battery type. c) The integral 3-Step Charger shall use temperature compensation. d) The charging system shall compensate over a range of 2.5-4.OmV/°C per cell. e) A temperature probe which plugs into the front panel of the BBU shall be used to monitor the internal temperature of the batteries. f) The Temperature sensor shall be of sufficient length to properly reach the center battery and yet not too long to cause an inaccurate reading. g) The batteries shall not be recharged whenever the battery temperature exceeds 50°C. h) The recharge time for the batteries from "protective low -cutoff' to 80 percent or more of full charge capacity shall not exceed 12 hours. c. Operation 1) The BBU system shall provide the following operational modes when operating on battery power: full operation of all traffic signal devices, flash operation, and combination of full and flash operation. 2) The BBU shall provide a minimum of 2.0 hours of full time operation and 3.0 of flash operation for a traffic signal utilizing LED only vehicle and pedestrian indications. 3) The BBU shall be compatible with all City -cabinet and controller types; and all cabinet components for full time operation. 4) The BBU shall provide a minimum of 150OW/1800VA@25°C active output capacity with 85 percent minimum inverter efficiency. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 62 TRAFFIC SIGNALS Page 62 of 107 5) When operating in backup mode, the BBU output shall be 120VAC±5VAC, pure sine wave output, <3%THD, 601lz + 0.05 Hz. 6) The BBU DC system voltage shall be 48VDC. 7) The maximum transfer time allowed, from disruption of normal utility fine voltage to stabilized inverter line voltage from batteries, shall be 40 milliseconds (ms). The same maximum allowable time shall also apply when switching from the inverter line voltage to utility -line voltage. Transfers to and from battery operation shall not interfere with the operation of the other equipment in the intersection. 8) The BBU and all components shall operate without performance degradation over a temperature range of -37°C to +74°C. Additionally, all components and parts used shall, at the minimum, be rated for this temperature range. 9) In the event the AC service feeding the BBU is severed, or there is a utility blackout, the AV voltage measured at the AC inputs to the BBU (line to neutral) shall be less than I VAC. 10) The BBU shall have lightning surge protection compliant with IEEE/ANSI C.62.41 and must be able to withstand 2000 volt surges applied 50 times across line and neutral. These surges shall not cause the BBU to transfer to Backup mode. 11) The AC input and output shall be panel mounted plug/receptacles that allow no possibility of accidental exposure to dangerous voltages. The AC Input shall be a male receptacle and the AC Output shall be a female receptacle. The receptacles shall utilize some form of locking mechanism or hold down clamps that prevent accidental disconnects. 12) The DC connection shall be a recessed one or two pieces Anderson Style receptacle. 13) The Power Transfer relay control and the battery temperature sense inputs shall be heavy duty panel -mounted style connectors. 14) All connections shall provide mechanically and electrically secure connections without the use of a screwdriver. The only exception is the Relay Terminal Block. 15) The BBU must be able to shut down in order to protect against internal damage in the event of an overload at the output. 16) The BBU shall provide a time -of -day schedule. The time -of -day schedule shall allow the user to schedule operational modes. 17) The BBU shall automatically change operational modes based on the time - of --day schedule. 18) The BBU shall not switch from Flash Operation to Full Operation mode when the remaining battery capacity is c40 percent. 19) The BBU shall prevent a malfunction feedback to the cabinet or from feeding back to the utility service. In the event of BBU failure (inverter/charger or battery) or complete battery diseharge, the power transfer relay shall revert to Normally Closed (de -energized) state where utility line power is connected to the cabinet. 20) The BBU shall initiate an automatic shutdown when battery output reaches 42DVC. 21) The BBU shall be equipped with an integral system to prevent the battery from destructive discharge or overcharge. d. Power Transfer Switch CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10-63 TRAFFIC SIGNALS Page 63 of 107 1) Rating a) The BBU shall include a Power Transfer Switch rated at 120VAC/50 amps minimum. 2) Manual Bypass Switch a) The Power Transfer Switch shall include a manual bypass switch. Placing the manual bypass switch in "Bypass" mode shall cut AC power to the Inverter/charger and route it directly to the traffic signal cabinet. b) In this condition, power to the inverter is disconnected, and battery power from the inverter is disconnected. c) The inverter can then be powered off without affecting normal intersection operation. d) With the inverter turned off, the batteries can be safely disconnected from the inverter. 3) Indicator light a) The Power Transfer Switch shall include a bypass indicator light that automatically illuminates when the Manual bypass switch is in Bypass position. 4) Status Relay a) The Power Transfer Switch shall include a bypass status relay with normally open, dry contacts that automatically close when the Manual bypass switch is in Bypass position. 5) Power Transfer Relay a) The Power Transfer Switch shall include a 50 Amp power transfer relay controlled by the inverter to cause the Power Transfer Switch to switch between AC power from the utility and battery power from the inverter. 6) Integrated Switch a) The manual bypass switch and the power transfer relay shall be integrated together within the Power Transfer Switch allowing the manual bypass switch to be rated at 15 Amp and to be integrated with the bypass indicator light and bypass status relay. 7) Terminal Blocks a) The Power Transfer Switch shall have terminal blocks capable of accepting 46 AWG wiring with #6 AWG internal to the Power Transfer Switch as required for 50 Amp operation. e. Displays, Controls, Diagnostics and Maintenance 1) The BBS inverter/charger unit shall include a backlit LCD display for viewing all status and configuration information. The screen shall be easily viewable in both bright sunlight and in darkness. 2) Screen size a) The screen shall be large enough to display the following information: (1) Operating mode (standby, buck/boost) (2) Utility input voltage (3) BBU output voltage (4) Charger status (5) Percent battery charge (6) BBU status (standby, backup, buck, boost) (7) Any alarms and faults CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 64 TRAFFIC SIGNALS Page 64 of 107 3) The BBU inverter/charger unit shall include a keypad for configuring system parameters and navigating system information. 4) Communications a) The BBU shall be equipped with an industry standard RS-232 serial connection for user configuration and management. b) The serial port shall he an EIA-232 (13139-Female) connector. c) The BBU shall have an Ethernet communication interface for user configuration and management. The Ethernet Port shall be an RJ-45, EIA 568B Pin Out Connector. d) The BBU shall be include remote monitoring & alarms transmission capabilities through the Ethernet RJ45 IP Addressable Port, using SNMP protocol. Other means of communication will be considered. e) All BBU configuration and System menus shall be accessible and programmable from the RS-232 and Ethernet Port. f) The BBU shall support TCP and UDP over IP protocol communications. g) The BBU shall support FTP, Telnet, and HTTP. h) The BBU shall be SNMP compliant. 5) Web -based interface a) The BBU shall be provided with a web -based -interface for user configuration and management through a web browser. b) The BBU shall allow the user to do the following through the web browser: (1) View logs (2) Change modes of operation (3) Configure email alarms (4) Adjust line qualify time (5) Program relay contacts (6) Configure network parameters 6) Status LEDs a) The BBU shall have discrete status LED indications on the front of the inverter/charger. (1) Green output LED (a) This LED will be ON any time that the output of the BBU is modified, either by backup Mode or by Buck//Boost Modes. (2) Red fault LED (a) This LED will be ON any time that there are any faults in the system. (3) Yellow Alarm LED (a) The LED will be ON any time that there are any alarms in the system. (4) Event.log (a) The BBU shall maintain an event log containing a minimum of 200 of the most recent events recorded by the BBU. At a minimum, the event log shall record the following: date/time stamp, current operating mode, what the event was. (b) The Event log. shall be viewable through the LCD display, ETA-232 port, and the Ethernet Interfaces. (5) Counters CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10-65 TRAFFIC SIGNALS Page 65 of 107 (a) The BBU shall keep track of the following: the number of times that the unit was in backup, buck, and boost modes. f. Programmable Relay Contacts 1) The BBU shall provide the user six (6) programmable dry relay contacts. As a minimum, the programmable options shall be On Battery, Low Battery, Timer, Alarm, Fault, and Off. 2) Relay Contact Terminals a) The relay contacts shall be made available on the front panel of the BB5 via an 18-position, screw hold-down, printed circuit board mounted terminal block. 3) Contacts a) Each relay shall have their own common and their own set of normally open (NO) and normally closed (NC) terminals. The terminals for each relay shall be oriented as NO-C-NC on the terminal block. 4) Labeling a) The contacts on the terminal block shall be labeled 1-18, left to right. Additionally, each set of contact shall be labeled with the NO-C-NC designation, as well as C1... C6 from left to right. All additional contacts on the terminal block shall be- labeled as "spare". 5) Rating a) The relay contacts shall be rated at a minimum of 1 amp @125 VAC. 6) Display a) When a relay is energized, it shall be displayed on the LCD screen. 7) On Battery Relay Contact a) The dry relay contacts that are configured for "on battery" shall only energize when the Inverter is operating in Backup Mode. 8) Time Relay Contacts a) The BBU shall include a timer that will energize the "timer" configured dry relay contact after the user configured time has elapsed. b) The timer is started when the BBU enters Backup Mode. c) The user can configure the timer from 0 — 480 minutes in 15 minute increments. 9) Low Battery Relay Contact a) The BBU shall have an adjustable low battery relay setting. b) This setting shall be adjustable so that the user can set the point at which the low battery relay contact is energized. g. Batteries 1) Provide batteries from the same manufacturer/vendor of the BBU system. 2) Individual batteries shall be 12V. 3) Batteries shall be comprised of extreme temperature, float cycle, GEL VRLA (Valve Regulated Lead Acid). 4) Battery amp -hour rating shall be 105 amp -hour maximum. 5) Batteries shall be easily replaced and commercially available off the shelf. 6) Battery string a) Batteries used for the BBU shall consist of a 4 battery string with a cumulative minimum rated capacity of 210 amp -hours 7) Batteries shall be sized and rated to operate a 70OW load for 4 hours (normal operation) followed by a 30OW load for 2 hours (flash operation) for a total of 6 hours. 8) Operating temperature CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 66 TRAFFIC SIGNALS Page 66 of 107 a) The battery system shall consist of one or more strings of extreme temperature; float cycle GEL VRLA (Valve Regulated Lead Acid) batteries. b) Batteries shall be certified to operate at extreme temperatures from — 40°C to +744C 9) Construction a) Battery construction shall include heavy-duty, inter -cell connections for low -impedance between cells, and heavy-duty plates to withstand shock and vibration. 10) Top cover a) The top cover shall use tongue and groove construction and shall be epoxied or heat -sealed to the battery case for maximum strength and durability. 11) Ability to function a) The battery shall function if laid on its side without leakage of chemicals and be so designed. b) An integral lifting handle should be provided on the batteries for ease of removal/installation. 12) Interconnect wiring a) All batteries shall be provided with the appropriate interconnect wiring and corrosion -resistant mounting trays and/or brackets appropriate for the cabinet into which they will be installed. h. System Housing 1) EIA Standard a) The internal cabinet shall come with installed EIA rails. b) All references made to EIA rail or EIA 19" rack shall conform to Electronic Industrial Standards EIA-310-13, Racks, Panels, and associated equipment with 10-32 "Universal Spacing" threaded holes. e) The BBU shall be installed in an external cabinet adjacent to or connected to the Traffic Controller cabinet 2) Inverter/Charger Mounting a) The Inverter/Charger Unit shall be shelf or rack mounted on a standard EIA 19" rack. 3) Power Transfer Switch Mounting a) The Power Transfer switch shall be mounted on EIA Rail. 4) Interconnect wiring a) All interconnect wiring shall be provided and shall be UL Style 1015 CSA TEW. 5) BBU replacement a) The BBU equipment and batteries shall be easily replaced and shall not require and special tools for installation. 6) The BBU inverter and batteries shall be hot swappable. There shall be no disruption to the Traffic Signal when removing the inverter or batteries for maintenance. 7) All inverter and battery connections shall be of the quick disconnect type for ease of maintenance. S) All necessary installation hardware (bolts, fasteners, washers, shelf angles, racks, etc.) shall be included. 9) Cabinet shall have a cabinet white LED light that is wired to turn on when the cabinet door is open. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 67 TRAFFIC SIGNALS Page 67 of 107 10) The external cabinet shall be capable of housing batteries, inverter/charger unit, power transfer switch, control panels, wiring, wiring harnesses, and all other ancillary equipment. 11) Cabinet Types a) TYPE 1: Pole mounted external cabinet (for 336 type cabinet locations) b) TYPE 2: Side mounted external cabinet - Side mounted (attached to the side of the model 332, 336, 350i, 352i, or 357i Cabinets) c) TYPE 3: Base mounted external cabinet - Freestanding (for all type cabinet locations). The base mounted external cabinet shall have a minimum 8 riser for easy cable entrance. 12) All external cabinets shall be NEMA 3R rated. 13) The external cabinet shall be ventilated through the use of louvered vents, filter, and one thermostatically controlled fan. a) The External fan cabinet shall be AC or DC operated from the same line output of the Power Transfer Switch that supplies power to the traffic controller cabinet. b) A 2 postion terminal block shall be provided on the fan panel 14) The external cabinet shall come provided with all bolts washers, nuts, cabinet -cabinet coupler fitting, shelves, wiring, and all other hardware necessary for mounting and connecting the external cabinet. i. Documentation 1) Cabinet wiring diagrams and equipment manuals must be provided for each cabinet. 2) Detailed directions/instructions for installation, programming and maintenance for each BBU unit must be included. 10. Multi -conductor cable a. All cable shall be multi -conductor capable of operating at 600 volts maximum, and suitable for use at conductor temperatures not exceeding 75 degrees C (167 degrees F). b. Multi -conductor cable shall be either stranded IMSA 20-1, 414 AWG, stranded copper wire. c. The copper wire (before insulating) shall meet the requirements of the latest American Society for Testing and Materials (ASTM) standards for uncoated wire. d. Ensure fillers are non-metallic, moisture resistant, non -wicking material. c. Supply cables that clearly show the name of the manufacturer and the IMSA specification number applied at approximate 2 foot intervals to the outer surface of the jacket by indent printing. 11. Power lead-in cable a. Power lead-in cable shall be stranded RHW copper wire and suitable for A/C electric service. b. The cable shall be capable of operating at 600 volts maximum and suitable for use at conductor temperatures not exceeding 167 degrees Fahrenheit (75 degrees Celsius). c. Material and construction shall be in accordance with the applicable requirements of IMSA and NEC standards. d. Conductors shall be stranded, anneal coated copper. c. Copper wire before insulating or stranding, shall meet the requirements of the latest edition of ASTM B-033 (for coated wire). CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 68 TRAFFIC SIGNALS Page 68 of 107 f. Stranding shall be class B, in accordance with the latest edition of ASTM B-8. g. Insulation shall be THHN and comply with Federal Specification A-A-59544 and all applicable ASTM standards. 12. Grounding conductor a. The grounding conductor shall be a 48 AWG solid copper wire. b. The conductor shall be bonded to all ground rods. 13. Ground rod a. Ground rod electrodes shall be copper -bonded steel being at least 5/8 inch in diameter. b. All ground rods shall be a minimum of 8 feet. c. All ground rods shall be a minimum of 6 feet in ground. 14. Ground Boxes a. All boxes shall meet all test requirements of the latest SCTE 77 "Specification of Underground Enclosure Integrity" for Tier 22 applications. b. Bottom edge of box or extension shall be footed with a minimum 1 '/4" flange. c. Cover lift eye shall be molded with cover. d. Cover lettering shall be I" incised letters reading "Danger High Voltage Traffic Signal." e. Cover shall include the City of Fort Worth logo in upper left-hand corner. f. Cover must be secured with "Penta Head", stainless steel, self-cleaning bolts and nuts. g. Provide security bolts if indicated in the Drawings. h. The top surface of the ground box cover shall have a minimum co -efficient of friction of 0.5. i. Boxes shall be stackable for extra height. j. Boxes shall be manufactured from Reinforced Polymer Concrete (RPM) composed of borosilicate glass fiber, a catalyzed polyester resin and an aggregate. Side walls may be reinforced polymer. k. The size and dimensions of the required ground boxes shall be shown in standard detail 34 41 10 — D601. 15. Traffic Signal Structures a. Design 1) Structures shall be designed in accordance with 1994 AASHTO "Standard Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals" for 80 MPH wind zone. 2) Refer to the City's Standard or Decorative Traffic Signal standard detail sheets for additional details. b. Markings 1) All pole shafts and mast arms for this project shall be marked with the identification numbers from the drawings to facilitate assembly of these items in the field. 2) For Projects with multiple intersections, the pole shafts and mast arms shall be identified by intersection. c. Vibration dampers 1) Steel mast arms ranging above 28 feet in length shall be provided with aluminum vibration dampers. d. Structure Finish 1) Standard CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10-69 TRAFFIC SIGNALS Page 69 of 107 a) The traffic signal poles and mast arms shall be galvanized in accordance to ASTM A123. Each component must be completely coated in a single dip. No double dipping will be allowed. All miscellaneous hardware shall be galvanized per ASTM A153. 2) Decorative a) As shown in the plans. e. High strength galvanized steel bolts 1) The allowable working stresses for A325 bolts shall be given in the AASHTO Streetscape Structure Specifications for Structural Joints using ASTM A3250 N or A490-N bolts. f. Powder Coating 1) After galvanizing, the steel and aluminum products shall be blasted to an SSPC-SP7 commercial blast. 2) All galvanized parts shall be pre -baked to ensure all gasses are released from the coating surface prior to powder coating. 3) Finish with 1 coat of UMC super TGIC thermosetting powder coating 3-5 mils (D.F.T.) and baked in accordance with powder manufacturer's rccommendations. 4) Top coating is electrostatically applied and oven baked at 400 degrees Fahrenheit and cured for a minimum of 10 minutes. 5) Top coat color shall be black (RAL 9017) unless otherwise selected by the City. g. Terminal block 1) Terminal shall be Pelco 12-Circuit terminal block assembly, or approved equal. Rated at 85 AMP 600V h. Mast arm pole shaft 1) Each traffic signal mast arm pole. shall be fabricated from a 1 piece high strength steel sheet, and shall have no more than 2 longitudinal full length high frequency resistance welded joints and no horizontal welded joints except at the base of the pole. 2) Welds shall have a smooth and consistent external surface appearance. 3) All welds shall be performed by an American certified structural steel welder. 4) Traffic signal poles shall have a uniform taper. 5) PoIes shall have a minimum of 50,000 PSI yield strength. 6) Cold working the steel to attain the 50,000 PSI required yield strength is not acceptable. 7) The certifications from the vendor on the steel must indicate a minimum of 50,000 PSI yield strength after fabrication. Mast arm 1) Each traffic signal mast arm shall be constructed from a 1 piece high strength, steel sheet with guaranteed minimum yield strength of 50,000 PSI. 2) Arms over 40 feet may be 2 piece but shall arrive at the Site and City yard as welded 1 piece. 3) The certifications from the vendor on the steel must indicate a minimum of 50,000 PSI yield strength after fabrication. 4) Cold working the steel to attain the 50,000 PSI required yield strength is not acceptable. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 70 TRAFFIC SIGNALS Page 70 of 107 5) Mast arms shall have no more than 2 longitudinal full length high frequency resistance welded joints. ' 6) Welds shall have a smooth and consistent external surface appearance. 7) All mast arms shall have a uniform taper. Luminaire Arm 1) Luminaire arms shall be fabricated in accordance with the Drawings. k. Pedestal Structures, 1) Pedestal structures for mounting pedestrian signals or median -mount traffic signals shall be furnished with a transformer base, pole cap, and all necessary hardware for proper installation. 2) Height of pole shall be set in the Drawings, but shall not exceed 15 feet. 1. All other hardware necessary for complete installation of traffic signal structures, i.e., simplex plates, pole caps, transformer bases, anchor bolts, etc. shall be hot dipped galvanized and conform to the design, dimension, and strength requirements of said items as indicated on the Drawings. m. All hardware shall be packed on a per pole basis. 16. Foundations a. All foundations shall be built in accordance with Section 03 30 00 and the requirements stated in the Drawings. . 17. Hardware Signal Pole Paint a. Primer coating shall be Kwal Paint #5810 G-Prime Premium Acrylic Universal Primer or approved equivalent. This is a 100 percent acrylic primer for all types of surfaces, including galvanized finishes. b. Finish coating 1) The flat finish coat shall be Kwal paint #6300 Accupro 100 percent Acrylic Exterior Flat Finish or approved equivalent. This is a 100 percent acrylic finish that is durable and chalk resistant. 2) The semi -gloss finish coat shall be Kwal paint #3910 Accupro 100 percent Acrylic Exterior Semi -Gloss Finish or approved equivalent. This is a 100 percent acrylic finish that is durable and chalk resistant. c. Finish coat colors that are permissible within the City include: 1) Black: RAL 49017 2) Pure aluminum 3) Arch brown: RAL #8019 18. Signal Controller a. The traffic signal controller shall be Intel ight ATC controller or approved equivalent, and shall meet the specifications as shown in Specification Attachment "B". b. Traffic signal controller shall be capable of running latest version of lntelight's Maxtime controller software and shall meet the following specifications as shown in Specification Attachment "C". 19. Controller Cabinet Assembly a. The traffic signal controller cabinet shall be McCain ATC type cabinet, or approved equivalent, and shall meet the specifications as shown in Specification Attachment "A". 20. Roadside Flashing Beacon Assembly a. Provide flasher control assembly in accordance with TxDQT DMS 11160, "Flasher Control Assembly." CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 71 TRAFFIC SIGNALS Page 71 of 107 b. Provide pedestal pole bases in accordance with TxDOT DMS-11140, "Pedestal Pole Base." c. When shown on Drawings, provide solar powered flasher controller assemblies in accordance with TxDOT DMS 11150, "Solar Power Flasher Controller Assembly." 21. School Zone Flasher Assembly a. Reverse flashing beacons shall be installed on the back side of traffic signal mast arms at signalized intersections within the school zone. b. Cabinet 1) The cabinet shall have a hinged panel for mounting the time switch, the flasher and interface board, and the solar regulator. This hinged panel shall be in front of the battery compartment. The cabinet shall be designed to mount a time switch with dimensions of 10 3/8"h x 4 7/8"w x TV with the CPC connector. 2) The cabinet shall be fabricated of .125 inch sheet aluminum. The cabinet shall be weatherproof using a neoprene gasket and shall be supplied with a standard #2 Corbin lock and key. The cabinet shall be of sufficient size to house one (1) 100-amp hour battery. The outside dimensions of the cabinet shall be a minimum of 17"h x 18.5"w x 14.75"d. The outside of the cabinet shall be the natural aluminum finish. 3) The cabinet shall have a rain flap designed to cover the top of the cabinet door. The rain flap shall extend the width of the cabinet and shall be 1.75" deep. The rain flap shall have a slight down angle and extend past the door of the cabinet when the door is closed to allow rain water to drip past the opening of the cabinet door. 4) In order to allow battery gasses to escape, the cabinet shall be equipped with vents on the left and right side of the cabinet. The vents shall be covered on the inside of the cabinet with a screen to prevent insects and other debris from entering the cabinet. The battery compartment shall have 1/2" foam on bottom, sides and back to properly insulate the battery. The battery compartment shall be of sufficient size to house one (1) 100-amp hour (Group 31) battery. 5) The flasher cabinet shall be supplied with appropriate hardware for mounting to a 4 1/2" o. d. pedestal pole using Pelco SE-1100. c. Flasher and Interface Circuit Board 1) The flasher cabinet assembly shall include a flasher and interface board. A two (2) circuit 12VDC flasher shall be integral to the flasher and interface board. The flasher shall be of all solid state construction and shall be rated at a minimum of 6.0 Amps per circuit. The flasher shall utilize zero - voltage turn -on and turn-off of current thus eliminating electromagnetic interference. 2) The flasher and interface board shall have two terminal blocks for connecting the wiring of the cabinet. Barrier type terminal blocks shall be used to terminate all wires. The terminal blocks shall terminate the following functions: 1. Solar Panel + 1.. Time switch relay common 2. Solar Panel - 2. Time Switch relay normally open 3. Battery + 3. DC + power to time switch 4. Battery - 4. DC — to time switch CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10-72 TRAFFIC SIGNALS Pagc 72 of 107 5. Confirmation light + 6. Confirmation light - 7. Load-1 from the flasher 8. Load-2 from the flasher 9. DC common from flasher 10. DC common from flasher 3) The above functions shall be clearly silk screened on the circuit board adjacent to the appropriate terminal. 4) The flasher and interface board shall be pre -wired for connection to a solar regulator. The wires connecting the flasher and interface board to the solar regulator shall be a minimum of 16AWG and shall be permanently soldered to the flasher and interface board. 5) The flasher and interface board shall be pre -wired with a 16-position, CPC type, quick disconnect connector to accommodate a time switch. The time switch connector shall be wired as follows: Pin 4: Relay common Pin 10: Relay normally open Pin 13: DC common Pin 15: DC + 6) The flasher and interface board shall include 3 separate fuses to protect the solar array, the battery and the load. The fuses shall be easily replaceable from the front of the board with the use of a standard fuse removal tool. 7) It shall be possible to configure the flasher and interface board to operate as a 24 hour flasher with the use of standard tools. 8) The flasher cabinet shall be supplied with appropriate hardware for mounting to a 4.1/2" o. d. pedestal pole using Pelco SE-1 100. d. Battery 1) Group 31 a) Each battery shall be Valve -Regulated, Gelled -Electrolyte, with a nominal voltage of 12 volts and rated at 108Ah (100 hour test method). Each battery shall conform to the following: (1) Operating temperature range: -76°F (-60°C) to 140°F (600C) (2) Resistance: 4.0 Milliohms full charge (3) Plate Alloy: Lead Calcium (4) Vents: Pressure relief self-sealing (2PSI operation) vents permanently attached (5) Case: Polypropylene (6) Terminals: Forged with opening for'/" bolt (7) Maximum size: L-13.0" x W-7" x H-9.75" (8) Weight: 69.5lbs. (9) Non -Spillable: ICAO, IATA & DOT standards (10) Group Size Rating: Group 31 (11) Cycle Life vs. DOD: 5000 or greater @ +25°C (77°F) BCI 2- Hour Capacity 2) Group 22 a) Each battery shall be Valve -Regulated, Gelled -Electrolyte, with a nominal voltage of 12 volts and rated at 58.2Ah (100 hour test method). Each battery shall conform to the following: (1) Operating Temperature Range: -76°F (-60°C) to 140"F (60°C) (2) Resistance: 4.0 Milliohms full charge CITY OF FORT WORTH South Slayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 1Ot555 Revised October 12, 2015 3441 10 - 73 TRAFFIC SIGNALS Page 73 of 107 (3) Plate Alloy: Lead Calcium (4) Vents: Pressure relief self-sealing (2PSI operation) vents permanently attached (5) Case: Polypropylene (6) Terminals: Forged with opening for 1/4" bolt (7) Maximum Size: L-9.38" x W-5.5" x H-9.25" (8) Weight: 37.0lbs. (9) Non -Spillable: ICAO, IATA & DOT Standards, (10) Group Size Rating: Group 22 (11) Cycle Life vs. DOD: 5000 or greater @ +20°C (77QF) BCI 2- Hour Capacity e. Photovoltaic Controller (Solar Regulator/Charger) 1) The flasher cabinet shall include a Photovoltaic Controller (Solar Regulator/Charger) that uses Pulse Width Modulation (PWM) type technology. The PWM controller shall be 100% solid state and be designed for use as a battery charge regulator in photovoltaic (solar) energy systems. 2) The PWM controller will allow maximum solar panel current to flow into the battery throughout the battery charge cycle and once full charge is reached; the regulator will continually allow small current pulses to maintain a full charge. The PWM type controller shall allow a true 0 to 100% duty charging cycle without having over -current to the battery. 3) The photovoltaic controller shall have terminals to accept up to IOAWG wire. 4) The solar regulator shall have the following LED status indications: Charging Status LED Color Indication Operating State None Flickers "on" Night (LED flickers every 5 sec) Green Solid: flickers "off" Charging (LED flickers every 5 sec) Red Flashing Error -Solar array current too high disconnect -High Voltage disconnect -High temperature disconnect Red Solid: flicker "off' Critical error -Temp sensor damaged (for battery charging) -Heat sink temp damage (for internal Battery Status LEDs (3) Led Indication Green 2 flash per sec Green I flash per second Green Solid Green 1 flash per 2 seconds Yellow Solid Red I flash per second Red Solid heat level) -MOSFIT damage -Firmware error Battery Status Load Status Full Battery (N/U for Gel Cell) Regulator "LOAD" output good Final stage of charge Regulator "LOAD" output good Battery nearly full charge Regulator "LOAD" output good maintaining frill charge Regulator "LOAD" output good Battery half full state Regulator "LOAD" output good Battery low "LOAD" good near disconnect Battery state critical Low Voltage Disconnect (LVD) (No Field Indications) LVD occurs at 11.5 VDC CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 74 TRAFFIC SIGNALS Page 74 of 107 Reconnects "LOAD" at 12.6 VDC 5) Amperage Rating a) The amperage rating of the solar regulator shall be a minimum of 125% greater than the amperage supplied by the solar array. b) The solar regulator shall be configurable to work with both scaled and flooded batteries. It shall be possible to switch between sealed and flooded with the use of simple tools or by use of switch setting. c) Operating temperature: -40 to 60' (C) f. Time Switch 1) This specification sets forth the minimum acceptable design requirements for a two (2) circuit solid state time switch. It is intended for use in industrial applications and traffic control systems, and shall be of all solid state construction except for the 2 relay outputs. All components shall be made available to the purchaser for servicing for five years after expiration of the manufacturer's warranty, or shall be so identified that they may be purchased from industrial electronics suppliers. The tirrie switch shall use day plan programming with the annual exception method for ease of programming. 2) Physical a) The time switch shall be equipped with a means for mounting to a suitable back plane.' Mounting holes that provide clearance for at least a No. 10 screw will be acceptable. b) The time switch shall not exceed 8 3/8"h x 4 7/8"w x 2"d without harness and 10 3/8"h x 4 7/8"w x 2"d with harness. A case shall be provided to protect the time switch circuitry from dust. The unit shall fasten securely to the case and must be easily removable from the case with the use of simple tools. c) Interface to the power source (AC or DC) and to the controlled device shall be provided by means of a quick disconnect connector with a 4 8 " mating harness. The AC and DC power inputs shall be protected with a fuse and MOV. 3) Power Supply and Timing a) The time switch shall operate on either 12 Volt DC +/-2VDC or an AC power source between 95 and 135 VAC and from -30 to +74 degrees C. b) The AC & DC power supply shall be an integral part of the time switch circuit board for operation in AC powered or solar DC powered systems. A separate 12VDC power supply module, similar to those used for calculators and battery chargers, is not acceptable. c) No time shall be gained or lost during changeover from AC power to the back-up system and back to AC power. 4) Programming a) All programming shall be accomplished via a 16 key positive action push button keyboard which is an integral part of the unit. Prompt messages shall be displayed during the programming process to guide the operator as the data is being entered. b) The time of day shall be able to be set to one second. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CityProject No. 101555 Revised October 12, 2015 3441 10 - 75 TRAFFIC SIGNALS Page 75 of 107 c) Time of day, day of week, date, year and the operation of the 2 relay outputs shall be able to be easily set from the integral keyboard. The functions of the keys shall be clearly marked on the keypad. Prompt messages shall be displayed during the programming process to guide the operator as the data is being entered. All data required to properly set and program the unit and review the stored program shall be clearly displayed without the use of auxiliary devices. d) Changeover from standard time to daylight savings time or vice versa shall be accomplished automatically. The operator shall have the capability of entering the daylight savings time information from the keyboard thus eliminating the need for a PROM change should the current U.S. law change. The daylight savings time feature shall be able to be defeated from the keyboard. Leap year compensation shall be automatic. e) When the user is programming the unit; the display shall provide for verification of each piece of data prior to its being entered. Provision shall be made for correction of any incorrect data prior to entering it. It shall be possible to alter any individual program step without disturbing any other step in the program. f) When an instruction is given to turn the outputls on or off, that instruction time shall be able to be set to one minute, and the change shall take place at the zero second of that minute. g) A set of clear operating instructions shall be furnished with each time switch. h) A software package shall be available that will allow the operator to upload programming and download programming to the time switch from a table top central computer or laptop. The programming shall include all day plans, week plan, annual plans and a unique name assigned by the operator. The software shall be able to store the programming for an unlimited number of time switches. 5) Day Plan Programming a) Each time switch shall have ten (10) day plans. One of the Day Plans shall be used for holidays throughout the school year. The other nine Day Plans shall be capable of programming 16 program steps per plan. Each day plan program step shall include the following: (1) Time of day in: Hours, Minutes, AM or PM (2) ON/OFF Commands: ON, OFF b) One day plan shall be reserved for programming a normal school day and the other 8 day plans are programmed for any school flasher schedule other than the normal school day such as an early out schedule. c) Means shall be provided to allow the operator to clear the programming of a single Day Plan or all of the Day Plans by simple keystrokes. 6) Week Plan Programming CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 76 TRAFFIC SIGNALS Page 76 of 107 a) Each time switch shall have a Week Plan. The Week Plan is the normal Monday through Friday school program. The time switch shall automatically assign Saturday and Sunday to no Day Plan, and Monday through Friday to the Normal Day Plan. The operator shall have the ability to reprogram any day of week in the Week Plan to any other Day Plan. 7) Annual Plan Programming a) The time switch shall be capable of executing thirty-six (36) separate Annual Plans. The Annual Plan programming shall use the exception day method where the time switch automatically runs its Week Plan until an Annual Plan program instructs it to run a different day plan. b) Programming for the Annual Plans shall be accomplished through the integral keyboard. Each Annual Plan shall be programmed by entering a Day Plan number and the beginning date (month/date/year) and the ending date for which the time switch is to run that Day Plan. The time switch shall be capable of running a Day Plan as short as one (1) day or as long as six (6) months. It shall be possible to begin an Annual Plan in one calendar year and end that same Annual Plan in the next consecutive year. c) It shall not be necessary to enter the Annual Plans in chronological order. d) Means shall be provided to allow the operator to clear all of the data in the Annual Plans without affecting the operation of the time switch. e) A means shall be provided to review the Annual Plans without affecting the normal operation of the time switch. The display shall include the Annual Plan number, the Day Plan number, and the beginning and ending dates. 8) Program Transfer a) It shall be possible to program any time switch, and transfer that program to any other like time switch by means of a simple unit -to -unit cable. Upon completion of the program transfer, an electronic check shall be activated to insure an accurate transfer of data. In the event an invalid transfer occurs, an error message shall be displayed alerting the operator. The transfer cable connection shall be accessible from the front of the time switch. 9) Manual Operation a) The time switch shall have the capability of manually turning on or off the two relay outputs from the integral keyboard. The manual operation shall remain in effect until the next valid program step occurs. At that point the time switch will release from manual control and revert to its internal program. b) The main display of the time switch shall indicate when the unit is under manual control. 10) Display a) Integral with the time switch shall be an easy to read, 2 line, 16 characters per line, alphanumeric Liquid Crystal Display (LCD). This display shall provide a clear indication of the time of day (HH:MM:SS), AM or PM, day of week, date (MM/DD/YY) and the status of the output relays. Time shall be entered on a 12 hour format with a clear indication of AM or PM. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised Octobcr 12, 2015 3441 10 - 77 TRAFFIC SIGNALS Page 77 of 107 b) The operator shall be able to display the current status of the time switch with simple keystrokes. This status screen shall include which Day Plan and Annual Plan numbers are in effect. c) A means shall be provided to review the program in the unit's memory, and such means shall be integral with the time switch. Such program review shall not affect the current operation of the time switch. 11) Sack -up System a) A means shall be provided to maintain timekeeping when the line power source (I 15VAC) is not available. This back-up system shall maintain timekeeping for not less than 7 years at 25C. Upon resumption of the line power, the unit shall automatically resume normal operation. b) A means shall be provided to maintain the time switch program when the line power source (I 15VAC) is not available. This back-up system shall maintain all programmed steps intact for not less than 7 years at 25C. Upon resumption of the line power, the unit shall automatically resume normal operation. c) Should the timekeeping or the program of the time switch be erased during an AC power outage, the unit shall display an indication of the loss. The display shall be an easy to read LCD and shall be able to be reset from the integral keyboard. d) When the time switch is operating on the back-up system, the displays shall be blanked and the output disabled to conserve back-up power. 12) Outputs a) The time switch shall have two (2) single -pole, double -throw relay output with a contact rating of at least 15 amps at 115 VAC resistive load. g. 12" Polycarbonate Traffic Signal Head 1) The purpose of this specification is to set forth minimum design and operating requirements for a 12" adjustable face Polycarbonate traffic signal head which can house a 12" 12VDC LED. 2) GeneraI a) The performance of each signal shall conform to the standard for Adjustable Face Vehicular Traffic Control Signal Head, Technical Report No. 1, of the Institute of Transportation Engineers, as most recently revised. b) The signal shall be sectional in construction, requiring one lens per section. Sections shall be of such design and construction as to fit together rigidly and securely, to prevent the entrance of dirt or moisture and prevent the rotation of misalignment of the individual sections. 3) Housing a) The housing for the individual sections shall be injection molded from ultraviolet and heat stabilized flame retardant permanently colored polycarbonate resins. b) All parts shall be clean, smooth, and free from flaws, cracks, blowholes, and other imperfections. c) The top and bottom of each section shall be molded with a 5 - serrated boss and reinforcing ribs. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 78 TRAFFIC SIGNALS Page 78 of 107 d) Openings in the top and bottom of the signal shall accommodate standard bracket arms. c) A cast boss shall be provided for mounting a 5 or 6 position terminal . strip. 4) Door a) The doors for each section shall also be injection molded from similar material to that used for the main section housing. b) Two integrated hinge lugs shall be mounted to the housing with two stainless steel hinge pins. c) Positive latching shall be achieved with stainless steel eyebolts and wingnut assemblies. d) The inside of the door shall have a groove to accommodate a pliant gasket resulting in a completely weatherproof and dustproof assembly when the door is in the closed position. e) The door shall be equipped with four metal threaded inserts molded in for added strength to the visor attachment screws. 5) Visor a) All signal head shall have a tunnel visor for each section. b) The visor shall be one piece made of molded permanently colored polycarbonate resins and have twist -on attaching ears. 6) Hardware a) All screws, latching bolts, and hinge pins shall be 300 series stainless steel to prohibit rust and corrosion. 7) Terminal Block a) The traffic signal shall be equipped with a 2 or 3 section # 12 terminal barrier strip; one side with a quick disconnect terminal for socket leads. The opposite set of terminals with a screw clamp terminal for field wiring. 8) Signal Closure Kit a) A signal closure kit will be furnished with each signal head unless otherwise noted. The closer kit shall be designed to seal the signal head at either top or bottom without use of special tools. The closer cap shall be molded ABS plastic having the same color as the signal head with UV stabilizers and having a durometer neoprene gasket. The adaptcr bar used to secure the closure kit to the head shall compensate for varying thickness of the signal heads. Two screws shall be provided to fit any manufacturers signal. h. Signal Mounting Hardware 1) The purpose of this specification is to set forth minimum design and specification requirements for a signal mounting bracket assembly to attach an 8" & 12" polycarbonate traffic signal head to a 4 1/2" pole. 2) Materials a) The bracket shall consist of a hollow aluminum cast arm with circular tri-bolt signal centering bosses, drilled and tapped 1/4" x 20 for attachment of a traffic signal head and on pole end cast openings for 3/8" U-bolt. b) All associated hardware needcd to attach signal head to a 4 1/2" pole shall be supplied with the bracket. c) No special tools required. d) The hollow aluminum arm shall have a 1 1/2" wire raceway. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 79 TRAFFIC SIGNALS Page 79 of 107 e) The casting shall be free of voids, pits, dents, molding sand and excessive foundry grinding marks. f) The exterior finish shall be free of molding fins, cracks and other blemishes. g) All design radii shall be smooth and intact. h) Minimum aluminum ingot requirements: (1) Aluminum alloy: 319 (2) .Yield strength. 18 (3) Tensile strength: 27 (4) Brinell hardness: 75 (5) Elongation (% in 2"): 2% 3) Finish a) Bracket arm: alodine finish b) Hardware: zinc di -chromate Pedestal Base 1) The pedestal base shall be 13 3/4" square and 15" high. 2) The base shall be cast aluminum with natural finish and minimum weight of 20 lbs. 3) The pedestal base shall be fabricated from new aluminum billet with the following minimum requirements: a) Aluminum alloy: 319 b) Tensile strength, KSI: 34 c) Yield strength, KSI: 19 d) Elongation (% in 2"): 2.5 e) Brinell hardness: 85 f) Shearing strength, KSI: 23 4) No scrap material shall be used in the fabrication process. 5) The pedestal base shall be free of voids, pits, molding sand and excessive foundry grinding marks. 6) All design radii shall be smooth and intact. 7) The top of the pedestal base shall be threaded to receive a 4" NPT pedestal pole. 8) The pedestal base shall be designed to be fastened to a concrete foundation by means of 3/4" anchor bolts located 90 degrees apart on the bottom of the base. 9) The base shall have slots in the bottom 1 1/2" wide and 2 1/2" long measured along the cirpumference of the bolt circle, allowing a proper fit even if the bolts are placed slightly off center. 10) The base shall accommodate bolt circles from 12" to 14 1/2", 11) Each pedestal base shall be supplied with a set of 4 anchor bolts, 3/4" diameter by 18" length, galvanized per ASTM-A-572. Each anchor bolt shall have a hex nut and flat washer. 12) The pedestal base shall have an 8 1/2" square door opening that is free of burrs and sharp edges. 13) Each pedestal base shall be supplied with a removable 8 1/2" square door. The door shall be attached to the base by using one socket button head screw at the top and two injection molded lugs with slots at bottom. 14) The door shall be injection molded ABS plastic that is free of burrs and sharp edges and shall conform to the following minimum requirements: CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 80 TRAFFIC SIGNALS Page 80 of 107 ASTM Method Value Tensile @ yield 1/8" D638 6,600 psi Flexural @ yield D790 11,000 psi Rockwell Hardness D785 101 R Scale Nothched Izod D256 5 ft. lb./in. 15) The door shall have reinforcing ribs and shall have an edge thickness of .25" and a minimum thickness of .156". 16) The door shall contain a fare retardant meeting or exceeding Underwriters Laboratories UL94 test H.B. and ultra -violet inhibitors and stabilizers for protection against U.V. degradation. 17) The color of the door shall be gray aluminum tone. All surfaces shall be flat and straight without blisters, buckling or warping. Pedestal Pole 1) The pedestal pole shall be 15` in length. 2) The pedestal pole shall be extruded with the following minimum requirements: a) Aluminum alloy: 6063-T6 b) Tensile strength, KSI: 30 . c) Yield strength, KSI: 25 d) Elongation:10% e) Minimum wall thickness: 0.237" f) Outside diameter: 4.5" 3) The pedestal pole shall be threaded and deburred 4" on one end only per NPT specification. 4) The pedestal pole shall have a rough surface texture consisting of a uniform grain pattern that is perpendicular to the axis of the pole for the full length of the. pole. 5) The pedestal pole shall be free of heat discoloration, holes, ridges, cracks or other surface defects. k. Pole Reinforcing Collar 1) The reinforcing collar shall be designed to reinforce a pedestal pole at the point where the threads enter the pedestal base. 2) The reinforcing collar shall be three piece cast aluminum with the following minimum requirements: a) Aluminum alloy: 319 b) Tensile strength, KSI: 27 c) Yield strength, KSI: 18 d) Elongation:2 e) Brinell Hardness: 70 f) Finish: Alodine 1200 g) Minimum wall thickness: 5/8" h) Minimum mounted height: 4 3/8" 3) The reinforcing collar shall clamp around the top of a pedestal base with six (6) 5/16" socket head bolts. 4) Each reinforcing collar shall be supplied with a 5/16" x 3/4" roll pin for holding the collar securely in place. The collar shall have an opening to be used for drilling a pilot hole for the roll pin. 1. Anchor Bolts CITY OP FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10-81 TRAFFIC SIGNALS Page 81 of 107 1) A set of four (4) anchor bolts shall be furnished with four (4) washers and four (4) hex nuts. 2) The anchor bolts shall be 3/4" x 18" in length as measured from inside of the bend to the threaded end of the anchor bolt. 3) The anchor bolt shall be threaded 3/4"-1 ONC for a minimum length of 32/4" inches of thread. 4) The "L" bend shall be a minimum of 3 inches as measured from the inside of the anchor bolt shaft to the end of the bend. 5) The anchor bolt material shall conform to ASTM A-529 Grade 50 specifications, with minimum yield strength of 50 KSI and minimum tensile strength of 70 KSI. 6) The material shall be of domestic origin (manufactured in the USA). 7) The anchor bolt shall be hot dipped galvanized per ASTM A-153 their full length and the threads brushed or rethreaded to remove any excess galvanize on the threads. 8) The material for the hex nuts shall conform to ASTM A-563 Grade DH specifications. 9) The nut shall be hot dipped galvanized per ASTM A-153 and rethreaded to remove any excess galvanize on the threads. 10) The material for the washer shall conform to ASTM F-844 specifications. 11) The washer shall be hot dipped galvanized per ASTM A-153. 12) All galvanized runs, drips, icicles and bare spots shall be properly treated. m. Cell Modem for 2-way communications with CPR2102 or AAP22 Time Switch 1) Frequency Band a) Hepta-band 850/900/AWS 1700/1900/2100 MHz 2) Physical a) The cell modem shall be housed in an aluminum enclosure with a means for mounting. A mounting bracket shall be supplied with each modem for attaching to a time switch. b) The cell modem shall not exceed 3.17" H (3.816" including connectors) x 2.45" W x 1.16" D. The cell modem shall be approximately 8.8 ounces in weight. 3) Connectors a) The RF antenna connector shall be a SMA female and be marked CELL. The serial connector shall be a DB9 female and the power shall be a 2.5mm miniature screw -on connector and both will be located on same end. b) SIM (Subscriber Identification Module) shall be a Mini SIM. 4) Cable Harness a) Each cell modem shall be supplied with a cable harness with the appropriate connectors to connect the cell modem to the time switch. The cable harness shall connect 12 VDC power, serial data in, serial data out and ground from the time switch to the cell modem. The DC power shall be supplied from the time switch over this cable harness. 5) Electrical a) The cell modem shall be capable of operating on a DC power source between +7 to +32 VDC and shall be designed to operate from -40 to +85 degrees C. The unit must be powered directly from the time switch. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 82 TRAFFIC, SIGNALS page 82 of 107 b) A separate power supply module, similar to those used for calculators and battery chargers, is not acceptable. 6) Antenna a) Antenna configurations must be provided to insure a RSSI level necessary for dependable communications to the remote unit. The antenna required will be determined at the time of installation by testing the signal strength at each individual location. Any necessary cabling and mounting hardware will be provided. b) An omni antenna and coax cable designed for the frequency band of the cell network shall be supplied with the cell modem. The coax cable shall be a minimum of 24" long with connectors necessary to connect the antenna to the cell modem. The omni antenna shall have a nominal impedance of 50 ohms and shall have a gain of 0 2 dB. 7) Indicators a) The cell modem shall have LED indicators to display the following: (1) Power -When the cell modem has power applied (2) Tr- When the cell modem is in the process of transmitting data (3) CD- When the cell modem has acquired connection to the cell network (4) LS- Link Status (5) Signal- Signal strength 8) SIM Card a) Each cell modem shall be equipped with a SIM card that is pre - provisioned by the supplier for data through a 3G service provider. b) The cell modem shall have a slot designed for receiving the SIM card. The slot shall be accessible from the outside of the cell modem enclosure and shall hold the SIM card firmly in place. 9) Cell Modem Configuration a) The cell modem shall have the ability to receive commands from the central computer using standard modem "AT" commands. When an AT command is received, the modem shall respond by sending the appropriate response to the central computer. These commands shall allow the operator to determine or execute the following: (1) Unattended daily validation (2) Relay status (3) Low battery voltage (4) Signal.strength (5) Last download (6) Last power -up (7) Data acquisition command for AP22 or CPR2102 from the time switch b) Each cell modem shall have a serial connector that is pre -configured to work with Model CPR2102 and Model AP22 Time Switches. The pre - configuration of the serial port shall include the baud rate, data bits, stop bit, parity and flow control. 22. Rectangular Rapid Flashing Beacon (RRFB) Assembly a. Cabinet CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 83 TRAFFIC SIGNALS Page 83 of 107 1) The cabinet shall be manufactured of 0.125" sheet aluminum. Nominal cabinet dimensions shall be 22" H x 12.0" W x 8.0" D. The cabinet shall be a one (1) compartment type. The cabinet shall have screen covered louvers on each side for ventilation. On the bottom of the cabinet there shall be two screened insect proof drain holes. The cabinet shall be weather resistant, providing a degree of protection from falling rain or sleet and shall be undamaged by the formation of ice on the enclosure. 2) The cabinet door shall be a single unit with a continuous piano hinge riveted to the door and the cabinet. The hinge shall be an A730S, constructed with a 304 stainless steel hinge pin. The door shall incorporate a neoprene gasket which forms a snug weather tight seal when the door is closed. The door lock shall be a standard Police lock. 3) Each cabinet shall be equipped with a mounting bracket for 4.5" OD pole mounting. All necessary hardware for proper mounting shall be included. b. Control Panel I ) The systems electronic components including a solar charge controller, solid state flasher, countdown timer and radio shall be mounted on a modular control panel. The control panel shall mount in the cabinet using standoffs and a self -retaining, spring loaded thumb screw for quick and easy removal. The solar panel input, battery input and system load output shall be fused for short circuit and overload protection and to provide ease of system maintenance. 2) The solar panel, beacons and battery shall be connected to the control panel through a main wiring harness via a circular pin connector (CPC). 3) Solar Charge Controller a) The solar charge controller shall be fully automatic charger using four stages of charging for rapid, efficient and safe battery charging. Stage 1: Full Charge, with 100% of available solar energy. Stage 2: Pulse - Width Modulation (PWM) constant voltage regulation to prevent heating and excessive battery gassing. Stage 3: Float Charge, after battery is fully recharged, reduces to a float or trickle charge with transition dependent on battery history. Stage 4: Equalize Charge, a - boost charge that depends on elapsed time and battery history. Flooded cells receive a vigorous equalization, sealed batteries a smaller boost to bring uneven cells into balance and extend battery life. Gel cells are not equalized. b) The solar charge controller shall have a low voltage load disconnect (LVD) of 11.4 VDC and shall automatically reconnect after LVD when the voltage reaches 12.6 VDC. The charge controller shall have a high voltage disconnect (HVD) of 15.3VDC. A liquid crystal display (LCD) shall be provided on the front of the charge controller to display battery voltage, solar charge current, and load current. In addition, colored LED's will indicate charging state and battery status. The green charging LED shall be on when charging and off when not charging. Battery status LED's indicate battery state, showing a blinking green LED during PWM charging, a solid green LED when battery is near full charge, a solid amber LED indicating battery at middle capacity, blinking red LED indicating low charge, or a solid red LED indicating load disconnected (LVD). CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 84 TRAFFIC SIGNALS Page 84 of 107 c) A multifunction manual disconnect push button shall be provided to allow disconnect of the Load or both Load and Solar. When the button is pushed the red Led inside the button will light. In addition, the Load of both the Load and Solar will display `OFF' in the digital meter to indicate the disconnected state. d) The solar charge controller will be capable of operating in a temperature range of -40 degrees C and +60 degrees C. e) Wire terminations to the solar charge controller shall be accomplished via Euro style terminations. f) The solar charge controller shall be Morningstar Corporation's Prostar 15 with LCD display or approved equal. 4) Solid State DC Flasher a) The flasher shall be solid state, 2 circuit device which controls the wig- wag and rapid flashing sequence of the yellow indications on each side and end of the RRFB. b) The flasher shall allow an input voltage range of 11 to 25 VDC, support a maximum power load of 50W per output and be capable of operating in a temperature range of -40°C and +75° C. The flasher shall be an ELTEC FS-2B or approved equal. 5) Countdown Timer a) The countdown timer shall be a multi -function, multi -range, multi - voltage electronic timer with DPDT relay output and LED status indicator. The timer shall operate upon system activation to control the flash duration of the RRFB. The timer shall provide seven field selectable ranges of timing providing 0.1 s to 100h activation duration. b) The timer shall conform to the following minimum specifications: (1) Operating Voltage: 12VDC Nominal (10.2V—14AV) (2) Max Power Consumption: 0.6W (3) Repetition Accuracy: +/- 0.5% (4) Operating Temp Range: -20' C to +60' (5) Relay Output Rating: l0A — 250V (6) Fixing: Plug-in Base: 11-pin 6) Wireless Communications a) The units on each side of the road shall communicate wirelessly. No trenching or boring is necessary. The radio transmitter and receiver shall use Frequency Hopping Spread Spectrum (FHSS) technology to ensure reliable data delivery within the unlicensed Industrial, Scientific and Medical (ISM) band. b) The communication system radios shall conform to the following minimum specifications: (1) Operating Voltage: 10VDC -- 30VDC (2) Operating Current: Typ - <100mA, Max — <200mA at 12VDC (3) Operating Frequency: 900 MHz (4) RF Transmit Power: 1 Watt (5) Network Identification: MAC ID Binding (6) Antenna Impedance: 50D CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CityProjectNo. 101555 Revised October 12, 2015 3441 10 - 85 TRAFFIC SIGNALS Pagc 85 of 107 c) The initiation of the signal for the flashers to commence flashing will be by pedestrian push button. Activation from pedestrian shall trigger the system countdown timer to operate the crossing indications for the programmed duration. Each time a pedestrian pushes a button, the countdown timer will reset and repeat to the preset flashing beacon cycle. d) The wireless communication system must be an ELTEC 730247-GW or an approved equal. c. Solar Panel 1) The solar panel shall be constructed of high efficiency, multi -crystal silicon solar cells that are laminated within a pottant of ethylene vinyl acetate (EVA) and encapsulated between a tempered glass cover plate and a back sheet. The entire laminate shall be secured within an anodized aluminum frame for structural strength, ease of installation, and to protect the cells from the most severe environmental conditions. The panel shall be self- cleaning, impact resistant, highly transmissive, tempered glass superstate_ The panel module frame shall be made of'extruded, polymer coated aluminum alloy or similar approved construction. The panel module junction box shall be a LTV resistant, weatherproof wire termination system which handles #18 AWG - #8 AWG wiring. The typical wattage of the solar panel shall be 40 watts. The appropriate wattage of the solar panel shall be verified with a system sizing report based upon location and specific system configuration and operating parameters. 2) A mounting rack for the solar panel shall be included with the solar panel. The mounting rack shall mount to a 4 '/z" OD pole. d. Battery 1) The system battery shall be valve regulated, recombinant, starved electrolyte, sealed lead acid absorbed glass mat (AGM) 12 volt DC battery. The battery self -discharge rate shall be I % per month or less (at 68 degrees F). The battery will utilize T88I terminals. The positive terminal will be covered with a rubber boot to protect the battery from accidental shorting. The typical battery capacity shall be 55 amp -hours. The appropriate battery size shall be verified with a system sizing report based upon location and specific configuration and operating parameters. e. Rectangular Rapid Flashing Beacon (RRFB) Light Bar .1) The RRFB shall comply with FHWA Interim Approval Memorandum dated July 16, 2008 and all subsequent official interpretation letters provided as clarification. The RRFB shall contain 5 rectangular rapid - flashing yellow indications; two on each side, and one in the end visible to pedestrians in the cross walk. The indications facing the motorists shall be approximately 5" wide by 2" high, and shall be yellow indications, Whelen 500 Series TTR6 50AA3ZCR, split lightheads featuring a six Super -LED panel with a clear outer lens providing wide-angle visibility and high intensity output. The LED used on the end of the light bar facing the pedestrian shall be round. 2) Indications facing the motorists shall meet SAE J595 Class I peak luminous output requirements. The vendor shall submit third party certification of SAE J595 Class I compliance. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 86 TRAFFIC SIGNALS Page 86 of 107 3) The RRFB flash pattern with be the WW+S (Wig -Wag plus Simultaneous) as approved by the FHWA on July 25, 2014. The beacons shall flash at a rate of 75 flashes per minute. 4) The RRFB housing shall be constructed of 0.125" brushed sheet aluminum. The housing shall be powder coated Federal Yellow. 5) The RRFB will be assembled and wired as a unit. The unit's two piece housing shall include a keyed quick disconnect plug between the wiring harness of each side to allow for ease of installation and maintenance. The housing shall mount to 2-3/8" or 4-1/2" OD poles with integral universal mounting bracket and a U-bolt. f. Night Dimming 1) Automatic night dimming may be enabled on the RRFB FS-213 flasher. The dimming function shall employ an external photocell to detect ambient light. The flasher shall initiate the night dimming function when detected light conditions reach the ambient light level as defined by the Federal Aviation Administration (FAA). g. Pole and Base 1) The pole shall be a schedule 40 spun aluminum 4" ID (4.5" OD) x 16' H. The base shall be an AASHTO Certified square aluminum breakaway base, Pelco PB-5340 or equal. A set of 4 anchor bolts shall be provided. The anchor bolts shall be 3/4" x 16" and be similar to Pelco part number PB- 5306. A two-piece aluminum pole collar assembly with standard stainless steel fasteners shall be provided. b. Signage 1) Two (2) W 11-2 (36" x 36") signs shall be provided for each pole location and shall be mounted on each side of the pole just above the light bar. Two (2) W 16-7p (24" x 12") shall be provided for each pole location. One left pointing down arrow mounted below the light bar on one side and one right pointing down arrow mounted below the light bar on the other side of the pole. Signs shall be constructed using 3M diamond grade reflective fluorescent yellow -green sheeting. 2) Back to back sign mounting hardware for mounting the signs on a 4.5" OD pole shall be included. i. Pedestrian Push Button 1) A pedestrian push button shall be provided to activate the flashing beacons. The button shall be an ADA compliant push button with H-frame mount incorporating a plaque on the push button reading `PUSH BUTTON TO TURN ON WARNING LIGHTS'. 23. Louvered Back Plates a. Material 1) Aluminum or acrylonitrile-butadicne-styrene (ABS). 2) One-piece for 3- and 4-section heads 3) Two-piece for 5-scction heads b. Finishes 1) Aluminum: powder coat 2) ABS, integrally molded c. Color(s) 1) Face: flat black 2) Back: flat black CITY OF FORT WORTH South Staytbn Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 87 TRAFFIC SIGNALS Page 87 of 107 d. Optional reflective tape can be added to aluminum plates when called out for in the plans or approved prior to installation. e. Shall be vacuum formed. f. Aluminum plates shall be louvered. g, ABS sheet material shall conform to ASTM D1788. 24. Powder Coating Traffic Signal Structures a. Powder Coating I) After galvanizing, the steel and aluminum products shall be blasted to an SSPC-SP7 commercial blast. 2) All galvanized parts shall be pre -baked to ensure all gasses are released from the coating surface prior to powder coating. 3) Finish with 1 coat of UMC super TGIC thermosetting powder coating 3-5 mils (D.F.T.) and baked in accordance with powder manufacturer's recommendations. 4) Top coating is electrostatically applied and oven baked at 400 degrees Fahrenheit and cured for a minimum of 10 minutes. 5) Top coat color shall be black (RAL 9017) unless otherwise selected by the City. b. Additional Color(s) 1) Cultural District Green 2) Downtown Bronze 3) Other colors may be approved by the City. 2.3 SOURCE QUALITY CONTROL A. Battery back-up system 1. The City reserves the right to do testing on BBU systems to ensure Quality Assurance on unit before installation and random sampling of units being provided to the City. BBU systems that fail will be taken off the City's Qualified Products List. 2. The City testing procedures will check compliance with all the criteria of this Specification Section including the following: a. Event logging for fault/alarm conditions. b. Demonstrated use of 1 or more of the operating methods described in this Specification. c. Testing of ability to power a 70OW load for 4 hours, transfer to flash mode and power a 30OW load for 2 additional hours, at an ambient temperature of+25 degrees Celsius. d. Testing of all components in environmental chamber (temperature ranges from -30 degrees Celsius to +74 degrees Celsius) following NEMA TS2 2003 standards, section 2 and Advanced Transportation Controller (ATC) Standard, Version 5.2b, Section 9. 3. Each BBU shall be manufactured in accordance with a written manufacturer's Quality Assurance program. The QA program shall include, as a minimum, specific design and production QA procedures. 4. The Inverter manufacturer shall be ISO 9001 or ISO 9002 certified. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - SS TRAFFIC SIGNALS Page 88 of 107 5. The manufacturer, or an independent testing lab hired by the manufacturer, shall perform qualification testing on BBU Systems offered to the City. Testing procedures shall conform to testing procedures defined in the California Department of Transportation's Specification for Battery Backup System, Tees Chapter 4, dated July 7, 2009. Testing data shall be submitted to the City for review. PART 3 - EXECUTION 3.1 EXAMINATION A. Verification of Conditions 1. The Contractor shall verify by exploratory excavation, if needed, that existing underground utilities are not in conflict with proposed foundations and conduit bores. a. All exploratory excavations shall be in accordance with Section 33 05 30. 3.2 PREPARATION A. Protection of In -Place Conditions 1. The Contractor shall assume full responsibility for the preservation of existing landscaping (sod, shrubbery, trees, and etc.), sprinkler systems, and/or other private property at the Site during the installation of the traffic signal. Damaged landscaping, sprinkler systems, and/or other private property shall be replaced within a reasonable time, by the Contractor at his own expense, to the satisfaction of the Inspector. 2. No trees or shrubbery shall be cut except upon the specific authority of the Inspector. 3. Removal of mail boxes in the way of construction requires 48 hours advance notice to the post office. 3.3 INSTALLATION A. Special Techniques L LED Vehicle and Pedestrian Signal Head Assemblies a. Assembly 1) Assemble individual signal sections in multi -section faces in accordance with the manufacturer's recommendations to form a rigid signal face. 2) Assemble and mount signal heads as shown on the plans. 3) Close any openings in an assembled signal head with a plug of the same material and color as the head. 4) Remove only the existing lens, reflector, and incandescent lamp when installing a retrofit replacement LED traffic signal or pedestrian signal lamp unit into an existing signal housing; fit the new unit securely in the housing door; and connect the new housing unit to the existing electrical wiring or terminal block by means of simple connectors. b. Wiring 1) Wire each optical unit to the terminal block located in that signal section by means of solderless wire connectors or binding screws and spade lugs. 2) Wire all sections of a multi -section signal face to the section terminal blocks in which the traffic signal cable is terminated. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 89 TRAFFIC SIGNALS Page 89 of 107 3) Maintain the color coding on leads from the individual optical units throughout the .signal head, except for the traffic signal cable. 4) Use solderless wire connectors or binding screws and spade lugs for connections to terminal blocks. Use binding screws and spade lugs for field wiring. c. Signal and pedestrian heads shall be securely tightened immediately after signal head assembly has been installed. d. If any signal head assembly is found to be loose or asymmetrical in any manner, the Contractor shall be required to remove and rebuild the signal head assembly to the satisfaction of the Inspector. e. The Contractor shall mount signal heads level and plumb. f. The Contractor shall position and secure the signal heads so they are visible as stipulated, in Section 4E.05 of the 2009 MUTCD. g. All connection screws shall be tight and snug. h. All signal heads or parts of heads not in operation shall be covered with burlap or fabric material until placed into operation. i. When the signal heads become operational, all existing heads no longer required shall be removed immediately. j. Pedestrian head assemblies installed such that the wiring to each head shall pass from the mast arm through the signal head bracing or attachment hardware to the signal head. k. No exposed cable or wiring will be permitted. 1. Installation of a pedestrian signal retrofit module into an existing pedestrian signal housing shall only require the removal of the existing optical unit component, i.e., lens, lamp module, gaskets, and reflector; will be weather tight and fit securely in the housing; and shall connect directly to existing electrical wiring. 2. Pedestrian Push Button Assemblies a. Meet the requirements of the TMUTCD when installing push -buttons. b. Wire the push-button according to manufacturer's installation instructions. c. Close unused housing openings with a weather -tight closure painted to match the housing. d. Verify that each button is communicating and fully functional. e. Do not use terminal connections or splice wire leads except at approved locations. f. Attach wires to terminal posts with solderless terminals unless otherwise advised by manufacturer's recommendations. g. Attach terminals to the wires with a ratchet -type compression crimping tool properly sized to the wire. h. Mount a pedestrian push button sign near each push button as shown on the plans. 3. Accessible Pedestrian Signals (APS) a. If a controller unit is required by the plans, integrate the pedestrian controller unit into the traffic signal controller cabinet assembly. b. Unless specified otherwise, wire the APS to the nearest terminal strip using stranded No. 12 AWG XI IHW wire with 600-volt insulation. c. Do not use terminal connections or splice wire leads except in the hand holes located in the signal pole shaft, in the signal pole base, or at locations approved by the City.. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 90 TRAFFIC SIGNALS Page 90 of 107 d. Attach wires to terminal posts with solderless terminals. e. Attach terminals to the wires with a ratchet -type compression crimping tool . properly sized to the wire. f. Remove any burrs or rough edges on any holes drilled for wire entry to APS pushbuttons. g. Ensure pushbutton stations are mounted at the proper height and orientation. h. Provide a neat workmanship in the installation of any wiring harnesses, control units, wiring panels, push button stations. i. Follow manufacturer's recommendations regarding installation and weatherproofing. j. Documentation 1) Each APS shall be provided with the following documentation: 2) Complete and accurate installation wiring guide. 3) Contact name, address, and telephone number for the representative, manufacturer, or distributor for warranty repair. 4) If requested supply schematics for all electronics. One schematic diagram shall be provided for pushbutton stations, panels, central control units or control units, along with any necessary installation instructions. 4. Radar Detection Equipment and Cable a. Manufacturing 1) The internal electronics of the radar detector shall utilize automation for surface mount assembly, and shall comply with the requirements set forth in IPC-A-610C Class 2, Acceptability of Electronic Assemblies. 2) The radar detector shall undergo a rigorous sequence of operational testing to ensure product functionality and reliability. Testing shall include the following: a) Functionality testing of all internal sub -assemblies b) Unit level burn -in testing of duration 48 hours or greater c) Final unit functionality testing prior to shipment 3) Test results and all associated data for the above testing shall be provided for each purchased radar detector by serial number, upon request. b. Configuration 1) Auto -Configuration a) The radar detector shall have a method for automatically defining traffic lanes, stop bars and zones without requiring user intervention. This auto -configuration process shall execute on a processor internal to the radar detector and shall not require an external PC or other processor. b) The auto -configuration process shall work under normal intersection operation and traffic conditions and may require up to ten vehicles to pass through each lane to complete. 2) Manual Configuration a) The auto -configuration method shall not prohibit the ability of the user to manually adjust the radar detector configuration. b) The radar detector shall support the configuring of lanes, stop bars and detection zones in 1-ft. (0.3-m) increments. 3) Windows MobileTm - Based Software CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10-91 TRAFFIC SIGNALS Page 91 of 107 a) The radar detector shall include graphical user interface software that displays all configured lanes and the current traffic pattern using a graphical traffic representation. b) The graphical interface shall operate on Windows Mobile, Windows XP and Windows Vista in the .NET framework. c) The software shall support the following functionality: (1) Operate over a TCP/IP connection (2) Give the operator the ability to save/back up the radar detector configuration to a file or load/restore the radar detector configuration from a file (3) Allow the backed -up sensor configurations to be viewed and edited (4) Provide zone and channel actuation display (5) Provide a virtual connection option so that the software can be used without connecting to an actual sensor (6) Local or remote sensor firmware upgradability c. Operating Conditions 1) The radar detector shall maintain 95% accuracy of performance in all weather conditions, including rain, freezing rain, snow, wind, dust, fog and changes in temperature and light, including direct light on sensor at dawn and dusk. 2) The radar detector shall be capable of continuous operation over an ambient temperature range of -40'F to 165.2°F (-40°C to 74°C). 3) The radar detector shall be capable of continuous operation over a relative humidity range of 5% to 95% (noncondensing). d. Testing 1) FCC a) Each radar detector shall be Federal Communications Commission (FCC) certified under CFR 47, Part 15, section 15.249 as an intentional radiator. b) The FCC certification shall be displayed on an external label on each radar detector according to the rules set forth by the FCC. c) The radar detector shall comply with FCC regulations under all specified operating conditions and over the expected life of the detector. 2) NEMA TS2-2003 Testing a) The radar detector shall comply with the applicable standards stated in the NEMA TS2-2003 Standard. Third party test results shall be made available for each of the following tests: (1) Shock pulses of IOg, 10 ins half sine wave (2) Vibration of 0.5 Grins up to 30 Hz (3) 300 V positive/negative pulses applied at one pulse per second at minimum and maximum DC supply voltage (4) Cold temperature storage at 497 (-45°C) for 24 hours (5) High temperature storage at 185°F (85°C) for 24 hours (6) Low temp, low DC supply voltage at-29.2°F (-34°C) and 10.8 VDC (7) Low temp, high DC supply voltage at-29.2°F (-34°C) and 26.5 VDC (8) High temp, high DC supply voltage at 165.27 (74°C) and 26.5 VDC CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10-92 TRAFFIC SIGNALS Page 92 of 107 (9) High temp, low DC supply voltage at 165.2°F (74°C) and 10.8 VDC e. Support 1) The radar detector manufacturer shall provide both training and technical support services. f. Documentation I ) Radar detector documentation shall include an instructional training guide and a comprehensive user guide as well as an installer quick -reference guide and a user quick -reference guide. 2) The radar detector manufacturer shall supply the following documentation and test results at the time of the bid submittal: a) FCC CFR 47 .certification (frequency compliance) b) IED 6100-4-5 class 4 test report (surge) 5. Hybrid Vehicle Detection System and Cable a. The supplier of the video detection system must supervise the installation and testing of the video and computer equipment. A factory certified representative from the supplier must be on site during installation. b. Install the detector in accordance with the manufacturer's recommendations in order to achieve the detection areas as shown on the Drawings. c. The detector mounts shall be neat and plumb. d. Hybrid detection cables shall be installed in the conduit system at the same time as the other signal cables. 6. Vehicle Loop Detectors (Sawcut) a. Detector lead-in cables shall be identified as shown on the Drawings (phase 1, etc.) with permanent marking labels (Panduit type PLM, Thomas and Betts type 548M standard single marker tie or equivalent) at each ground box, pole base, and controller. b. Complete all Work related to the installation of a particular detector loop, with the exception of the layout task, in the same Work Day. Install loops during off-peak traffic hours. Loop installation shall not be made during any type of precipitation. c. Installation of detector loops shall be in accordance with the Drawings. Lead- in saw cuts from the street to the pull box shall maintain a maximum separation from other loops of 12 inches (500 mm) and a minimum separation of 6 inches (150 mm) from other lead-in saw cuts. The saw cut depth, as specified in the Drawings shall be consistent, including the entry point into the curb. The maximum number of wires placed in a single saw slot shall be 4 wires. Each lead-in shall enter the curb through a separate hole. d. ' 3M Loop sealant or approved equivalent shall be used to seal all loop wire within the roadway. e. Detector lead-in cables shall be run continuously without splices from the curbside ground box to the controller. f. If splices must be made, they shall be solder connected and the splice connection shall be insulated and waterproofed with 3M DBR-6 Direct Bury Splice Kits or approved equivalent. g. Splices at the curbside pull boxes shall be made in the same manner. h. Splices in detector cables must be pre -approved by the Inspector in writing. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City .Project No. 101555 Revised October 12, 2015 3441 10-93 TRAFFIC SIGNALS Page 93 of 107 i. In all cases where detector loop lead-ins pass from pavement through a curb to an existing ground box for a splice point, conduit shall be installed from the curb entry point up into the ground box. j. A minimum 1 inch diameter conduit shall be provided from the curb entry point to the ground box for each loop. k. All loop wire from the loop in the street to the ground box shall be tightly twisted a minimum of 5 times per foot (16 times per meter) as it is placed in the lead-in saw cut. 7. Emergency Vehicle Preemption Equipment and Cable a. Emergency vehicle preemption system equipment required in the Drawings will be furnished and installed by the Contractor. b. Where practical, emergency vehicle preemption receiver units shall be mounted to a rigid metal arm and banded to the mast arm pole upright on the intersection corner designated on the Drawings. c. The Inspector shall determine if the roadway sight line permits this type of emergency vehicle preemption installation. d. The emergency vehicle preemption receiver units shall be mounted on the mast arms for the intersection approaches as designated on the Drawings. e. Use stainless steel for all external screws, nuts, and locking washers; do not use any self -tapping screws unless approved by the Engineer or City. £ All equipment shall be installed and wired in a neat and orderly manner in conformance with the manufacturers' instructions. g. Emergency Preemption Detector Cables shall be installed continuous with no splices between the Emergency Preemption Detector and the cabinet. h. All connections from the Emergency Preemption Phase Selector to the cabinet wiring shall be made at the termination panel. The termination panel shall have AC+ Lights, AC-, and a switched logic ground. The switched logic ground feeds all the pre-empt inputs to the Emergency Preemption Phase Selector. When switched off by the pre-emption disconnect switch, the traffic controller shall not be affected by pre-empt calls from the optical pre-emption system. A minimum of two test buttons shall be provided. If there are more than two pre- empt runs, a button for each shall be installed. A chart or print out, indicating the program steps and settings shall be provided along with the revised cabinet wiring diagrams. S. Battery Back-up (BBU) System for Signal Cabinets a. Mount the BBU system as shown in the plans. 9. Multi -Conductor Cable a. Cables shall be installed in conduit unless indicated as an "overhead" cable run. 1) All conduits must be in accordance with Section 26 05 33. 2) Conduit must be continuous, reasonably dry, completely free of debris, and without sharp projections, edges, or short bends. b. If required by the Inspector, the Contractor shall demonstrate that the conduit is dry and free of debris by pulling a swab and/or mandrel through the conduit. The conductors shall be installed in a manner so as to ensure against harmful stretching of the conductors or damage to the insulation. c. Installation methods shall conform to the recommendations of the cable manufacturer. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 94 TRAFFIC SIGNALS Page 94 of 107 d. The Contractor shall furnish, at the request of the Traffic Management Manager or designee a copy of the manufacturer's recommendations, which shall include methods of attaching pull cable, pulling tension per conductor size and per radius of conduit bend, and the type of lubricant to be used. e. All cables in a given conduit run shall be pulled at the same time and the conductors shall be assembled to form I loop in such a manner that the pulling tension is equally distributed to all the cables. f. Long, bard pulls will necessitate the use of pulling eyes. g. For short runs, the cables may be gripped directly by the conductors by forming them into a loop to which the pull wire or rope can be attached. h. The insulation on each conductor shall be removed before the loop is formed. i. The method used will depend on the anticipated maximum pulling tension in each case. j. In existing conduit where new cables are to replace existing cables, the existing cables may be used to pull in the new cables. k. At locations where new cables are to be added to existing cable runs, the existing cables shall first be pulled out, the new cables are to be added to the existing cables to form I cable pull (no slipping if any wires). 1. Installation and removal shall be done in such a way as to prevent damage to the existing and/or new cables. m. In the event of damage, the Contractor shall bear the responsibility of providing the material and labor for replacement of defective cables at no extra cost to the City. n. All conduit runs shall be measured accurately and precisely for determining cable lengths to be installed. o. A conduit run measurements shall take place in the presence of the Inspector. p. The Inspector shall record all cable measurements and include the distances on an as -built drawing. q. In locations where new cables are to replace existing cables, the Contractor may use the removed cables as a measuring device to determine the lengths of the new cables to be installed. r. However, this does not relieve the Contractor of his responsibility to record accurate measurements of all cable lengths. s. The manufacturer's recommended maximum pulling tensions shall not be exceeded under any circumstances. t. If so required by the Inspector, the Contractor shall insert a dynamometer in the pull wire as the cables are being pulled into the conduit to demonstrate that the maximum tensions are not being exceeded. u. The cable shall be fed freely off the reel into the conduit without making a reverse curve. v. At the pulling end, the pull wire and cables shall be drawn from the conduit in direct line with the conduit. w. Sheaves or other suitable devices shall be used as required to reduce any hazards to the cable during installation. x. The cables shall be adequately lubricated to reduce friction and further minimize possible damage. 1) Such lubricants shall not be the grease or oil type used on lead sheathed cables, but shall be 1 of several commercially available wire pulling compounds that are suitable for PVC sheathed cables. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 95 TRAFFIC SIGNALS Page 95 of 107 2) They shall consist of soap, talc, mica, or similar materials and shall be designed to have no deleterious effect on the cables being used. y. Cables shall be neatly trained to their destinations. z. The Contractor shall adhere to the cable manufacturer's recommended values for the minimum bending radii to which cables may be bent for permanent training during installation. 1) These limits do not apply to conduit bends, sheaves, or other curved surfaces around which these cables may be pulled under tension while being installed. 2) Larger radius bends are required for such conditions. aa. Wire and Cable 1) All wire and cable shall conform to the requirements shown in the Drawings, except wire and cable specifically covered by other Items of this Contract. bb. Controller Cabinet Wiring l) Wiring for the controller cabinet shall consist of connecting (1) signal wires, (2) loop detector wires, (3) power wires, (4) ground wires, and (5) pedestrian push button wires to their respective terminals in the cabinet. 2) In the controller cabinet, stranded signal conductors from the field shall be stripped back and a solderless terminal connector (spade lug) shall be attached by means of a crimping tool. 3) These terminal Connectors shall be inserted under the binder head screw and tightened securely. 4) Other wiring for the controller shall be completed as shown on the wiring diagrams and in the instructions furnished with the controller by the manufacturer. 5) All field wiring in cabinets shall be neatly installed. Incoming cables shall be trained to their destination and neatly laced together. a) All spare wires shall be trimmed and neatly coiled with the ends taped. b) Detector lead-in cables shall have their insulation jackets removed from their terminal strip connection to the bottom of the cabinet. 6) Pedestrian push buttons shall have a ground wire that is completely isolated and independent from all other ground wires. a) This wire shall be connected to the designated terminal in the controller cabinet. b) A pedestrian isolation board shall be in place. cc. Signal Head Wiring 1) No splicing of cable shall be allowed. 2) Conductors shall run as follows: a) An unbroken 20-conductor cable and 1 bare #8 shall run from the controller cabinet to each pole pier. b) An unbroken 7 conductor, #14 AWG (or larger) cable shall run from the signal pole base to each 5-section or 4-section signal head; an unbroken 5 conductor, #14 AWG cable to each other 3-section; an unbroken 4 conductor, 914 AWG cable to each pedestrian signal head. 3 conductor, #14 AWG (or larger) shall run to each pedestrian push button or APS unit. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 42, 2015 3441 10 - 96 TRAFFIC SIGNALS Page 96 of I07 c) Each cable shall be identified as referenced on the pole wiring detail sheet provided in the Drawings with permanent marking labels (Panduit type PLM standard single marker tie, Thomas and Betts type 548M or equivalent) at each ground box, pole base and controller. dd. Luminaire Wiring 1) 2 48 cables shall run from service disconnect in parallel around the intersection as on the Drawings. 2) Luminaire wiring connection may be made in the nearest ground box to the traffic signal pole; such connection shall be placed in a water tight seal. a) If more than 3 wires are splice together in the traffic signal cabinet then a Kearney connector (or approved equivalent) shall be used as required. 3) Run 2 #8 cables from tenninal panel in signal pole to luminaire. ee. Terminals 1) The ends of all stranded wires from the controller cabinet and from the signal heads shall be twisted at least 3 turns and wire nut applied in the base of the signal structure. ff. Identification of Signal Wires and Cables 1) IMSA color coded signal cable shall be used for all signal systems. a) Colors shall be continuous from the point of origin to the point of termination. 2) Each signal cable, detector lead-in cable and communication cable shall be designated with permanent marking labels or (Panduit type PLM, Thomas and Betta type 548M standard single marker type or equivalent) and color coded tape at each pull box and in the controller cabinet. 10. Power Lead-in Cable a. Perform work in accordance with the details shown on the plans. 11. Ground Conductors a. Perform work in accordance with the details shown on the plans. 12. Ground Rod a.. Properly install and connect a ground rod for each controller cabinet, power drop and signal pole pier to reduce any extraneous voltage to a safe level. b. The ground rod shall be located so as to minimize the length of the grounding - conductor run. c. For pole mounted cabinets a grounding rod and grounding conductor shall be installed at the nearest foundation or ground box. d. All grounding circuits shall be substantial and permanent and shall be electrically continuous with an ohms -to -ground resistance not to exceed 10 ohms when tested by volt -ohm -meter. e. UFER grounding shall be used for illumination poles. f. Grounding Connectors and Electrodes 1) When the location precludes driving a single ground rod to a depth of 8 feet (2.4 m), or when a multiple ground rod matrix is used to obtain the required resistance to ground, ground rods shall be spaced at least 5 feet apart and bonded by a minimum No. 6 AWG copper wire. 2) Connection of grounding circuits to grounding electrodes shall be by devices which will ensure a positive, fail-safe grip between the conductor and the electrode (such as lugs or pressure connectors). a) No splice joint will be permitted in the grounding conductor. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 97 TRAFFIC SIGNALS Page 97 of 107 3) Each grounding rod shall be driven into the ground to a depth sufficient to provide the required resistance (10 ohms) between electrodes and ground. 13. Ground Boxes a. Use established industry and utility safety practices when installing or removing ground boxes located near underground utilities. Consult with the appropriate utility company before beginning work. b. 'Fabricate and install ground boxes in accordance with the details, dimensions, and requirements shown on the plans. Install ground box to approved line and grade. c. Lube bolts, clean out cover rim, and clean ground box inside and out prior to final inspection. d. Removal 1) Remove existing ground boxes and concrete aprons to at least 6 in. below the conduit level. Uncover conduit to a sufficient distance so that 90 degree bends can be removed and conduit reconnected. Clean the conduit in accordance with Item 618, "Conduit." Replace conduit within 5 ft. of the ground box. Remove old conductors and install new conductors as shown on the plans. Backfill area with material equal in composition and density to the surrounding area. Replace surfacing material with similar material to an equivalent condition. 14. Traffic Signal Structures a. The Contractor shall install all traffic signal structures in accordance with the Drawings. 1) Deviation from the Drawings because of physical obstructions, such as overhead utilities or in appropriate mast arm length to fit a relocated foundation, shall be worked out with the Inspector and approved prior to installation. 2) Stake the traffic signal pole locations for verification by the City. b. Poles shall have nuts on top and bottom of the pole base plate. 1) Anchor bolts for mast arm signal poles shall be set so that 2 are in tension and 2 are in compression. 2) The exposed length of the anchor bolt between the top of the foundation and the bottom of the leveling nut should not exceed one bolt diameter. c. The traffic signal pole heights and mast arm lengths shown on the Drawings and in the material summary are to be used for bidding purposes only. d. Prior to fabrication, the Contractor, in cooperation with the Inspector, shall make field measurements to determine the actual pole height necessary to ensure a vertical clearance of 17 feet minimum and 19 feet maximum from the roadway surface to the bottom of the lowest point on the signal head assembly or mast arm and to determine the mast arm lengths required to mount the traffic signal heads over the traffic lanes. 1) The masts arms shall be straight and level in the area where the signal heads are attached. 2) These field measurements and evaluations shall be determined from the actual field location of the pole foundations, considering all above and below ground utilities and the existing roadway elevations and lane widths. e. Transformer bases for -pedestal poles shall be leveled and tightly secured to the foundation before the structure is placed on the base. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 98 TRAFFIC SIGNALS Page 99 of 107 1) If shims are required for leveling, total shim height shall not exceed 1/2 inches. 2) Foundation anchor bolts shall extend a minimum of 1 inch through each nut in the base. f. Except as modified herein, erection of traffic signal structures shall be in accordance with the applicable Specifications and standards of the AISC Manual of Steel Construction. 1) Erecting equipment shall be suitable for the Work and shall be in proper working condition. 2) Where parts cannot be assembled or fitted properly as a result of errors in fabrication or deformation due to handling or transportation shall be reported immediately to the Inspector. 3) Straightening of plates and angles or other shapes shall be done by approval of the manufacturer. 4) No corrections will be allowed that will void the manufacturer's warranty. 5) A letter from the manufacturer approving the corrections shall be required or the material may be rejected by the Inspector. g. Use established industry and utility safety practices when working near underground or overhead utilities. Consult with the appropriate utility company before beginning such work. h. Erect structures after foundation concrete has attained its design strength. i. The steel structure frame shall be lifted as shown in the manufacturer's specifications and all match marking shall be followed. 1) Temporary bracing shall be used wherever necessary to support all loads to which the structure may be subjected, including equipment, operation, and material loading. 2) Such bracing shall be left in place as long as may. be required for safety. 3) The various members, after being assembled, shall be aligned and adjusted accurately before being fastened. 4) Fastening of splices on compression members shall be done after the abutting surfaces have been brought completely into contact. 5.) No welding or bolting shall be done until the structures have been properly aligned. j. Bearing surfaces and surfaces which will be in permanent contact with each other shall be cleaned before the members are assembled. 1) Bearing plates shall be set in exact position and shall have a full and even bcaring upon the concrete. 2) As erection progresses, the Work shall be bolted to take care of all dead load, wind and erection stresses. 3) All erection bolts used in welded construction may be tightened securely and left in place. 4) If removed, the holes shall be filled with plug welds. k. Field bolting shall be in accordance with the requirements specified for shop fabrication. 1) Untrue holes shall be corrected by reaming. 2) Where the surface of a bolted part has a slope of more than 1:20, a beveled washer shall be used to compensate for the lack of parallelism. 3) Bolt heads and nuts shall be drawn tight against the Work with a suitable wrench not less than 15 inches long. 4) Bolt heads shall be tapped with a hammer while the nut is being tightened. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 99 TRAFFIC SIGNALS Page 99 of 107 1. Field Painting of Structures 1) Surfaces where the shop coat of paint has been damaged shall be retouched after installation. a) The cleaning, pretreatment, and priming of welds and the areas adjacent thereto shall be done promptly after the acceptance of the weld. b) Care shall be taken to properly mask signals heads, signs, pedestrian pushbuttons and their mounting hardware to keep paint from splashing onto these components. c) Masking shall be removed after completion of the painting process. d) A sufficient number of paint coatings shall be applied to each structure to result in a uniform finish once completed. e) All structures shall be air blasted using high pressure air to remove peeled paint and dust prior to application of new paint. m. Bolted parts shall fit solidly together when assembled and shall not be separated by gaskets or any other interposed compressible material. 1) When assembled, all joint surfaces, including those adjacent to the bolt heads, nuts, or washers, shall be free of scale, except tight mill scale, and shall also be free of burrs, dirt, and other foreign material that would prevent solid seating of the parts. 2) Each fastener shall be tightened to at least the minimum bolt tension as recommended by the pole manufacturer using ASTM A325 or A490 bolts for the size of fastener used. 3) Threaded bolts shall be tightened with properly calibrated wrenches or by the "turn -of -nut" method. 4) Bolts may be installed without hardened washers when tightening takes place by the "turn -of -bolt" method. Any bolt tightened by the calibrated wrench method (or by torque control) shall have a hardened washer under the element (nut or bolt head) turned in to a point not closer than 7/8 of the bolt diameter from the center of the washer. n. Grouting 1) The Contractor shall perform all Work required to complete the grout work associated with installing the signal structure and furnish all supplementary items necessary for its proper installation. o. Where signal poles and/or mast arms exist on raised foundations that are to be removed and installed on new foundations, the Contractor shall store these poles, mast arms, street lights, and wiring until they can be installed on their new foundations. p. Vibration dampers 1) Dampers shall be installed using Astro Sign Brac or Signfix Aluminum Channel or approved equivalent. q. Signs 1) The Contractor shall furnish, install and relocate existing signs as shown in the Drawings. 2) Mast -arm signs shall be mounted with Astro-sign Brac or Signfix aluminum channel or equivalent as approved by the Engineer. 3) Metro street name signs shall be mounted level with the ground as shown on the City's Standard Details. 15. Foundations CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 100 TRAFFIC SIGNALS Page 100 of 107 a. All foundations shall be staked by the Contractor and approved by the Inspector prior to excavation. 1) While staking the pole locations, the Contractor, along with the Inspector, shall be cognizant of pedestrian needs by verifying the location of the push buttons and the pedestrian heads. b. Concrete foundations for signal structures shall be located so that the closest face is a minimum of 3 feet from the face of the nearest vertical curb. 1) Before excavating foundations probe to determine the location of utilities and structures. 2) Foundations shall be paid for once, however, payment for additional work due to unforeseen conditions will be negotiated based on number of labor hours and materials used. 3) Furnish all supplementary items necessary for proper foundation installation. c. Excavation for all foundations shall be done in accordance with lines and depths indicated on the Drawings. I) All loose material shall be removed from the excavation before concrete is placed. 2) Any water shall be removed by pumping or bailing. 3) The use of explosives will not be permitted. d. Foundations shall be constructed to the dimensions shown on the Drawings. 1) The Contractor is required to make certain that the top of the finished foundation is level and formed. 2) Anchor bolts and conduits shall be held rigidly in place by a template until the concrete is set. e. A mechanical vibrator shall be used for compacting and working the concrete. After the concrete has been placed and the top struck off, it shall be covered with wet cotton or burlap mats or other appropriate form of curing, for not less than 96 hours. f. All bracing and templates for anchor bolts shall remain in place for 96 hours after the concrete is poured. 1) During that time, the anchor bolts and conduit shall not be subjected to any applied strain. g. Backfill shall be tamped with mechanical tamps in 6 inches layers to the density of the surrounding ground. 1) Where excavation is made in the roadway shoulder, the shoulder shall be replaced with material equivalent to the original composition. h. All excavated material, not required for backfill, shall be promptly removed and disposed of by the Contractor, outside the limits of the Project. 1) The Work Site shall be kept clean and neat at all times. i. No concrete shall be placed when the atmospheric temperature drops below 40 degrees Fahrenheit (temperature reading taken in the shade away from artificial heat) unless permission to do so is given by the Inspector. 1) Refer to Section 03 30 00. j. The City shall supply to the Contractor the controller cabinet anchor bolts and specific cabinet templates, when the City furnishes the controller cabinet. k. The cabinet door shall open to the north. Controller face plate shall also face north. Field terminations shall be done on the south side of the cabinet. 1. Pole anchor bolts shall be aligned to be parallel to the tangent of the street curb that the pole is intended to serve. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS CityProject No. 101555 Revised October 12, 2015 3441 10 - 101 TRAFFIC SIGNALS Page 101 of 107 in. Tubing used to form pole foundations shall not be visible and all exposed concrete shall be finished with vinyl concrete patch mix to provide a smooth quality finish with all voids filled and no aggregate exposed. n. The cost of the Work shall be included in the unit bid price for this item. 16. Hardware Signal Pole Paint a. Requirements for poles and railings 1) Cleaning a) The entire surface shall be cleaned free of dirt, grime and oils before applying the primer coat. b) Use vinegar wash applied with a sponge or cloth over the entire surface. 2) Sanding a) Spot sanding may be required in order to remove flaking paint and to provide a smooth surface. 3) Priming a) Primer coat shall be applied with a brush or roller. b) The entire surface shall be covered, even over existing painted or galvanized surfaces. c) Spraying is not permissible. 4) Finish coat a) Finish coat shall be applied with a brush or roller. b) The entire surface shall be covered, even over existing painted or galvanized surfaces. c) Spraying is not permissible. 5) Parking meter housings, luminaire heads, signal heads, photo control eyes, pedestrian push buttons and sign faces shall be protected for paint splash. 6) Controller cabinets and circuit boxes mounted to poles shall be painted to match the color of the pole. 7) The ambient temperature shall be 40 degrees Fahrenheit and rising and dry conditions. b. Requirements for traffic signal heads 1) Traffic signal heads should be cleaned by wiping it with a damp sponge or rag to remove all the dust and dirt. 2) Lens and back plate should be masked off. 3) The outside of the traffic signal head should be painted traffic yellow (RAL 1023) and the inside of the lens visors should be painted flat black. 4) The outside of pedestrian signal head should be painted traffic yellow (RAL 1023). 5) The ambient temperature shall be 40 degrees Fahrenheit and rising and dry conditions. 17. Signal Controller a. Each controller cabinet shall be modified for use at a specific intersection in accordance with the instructions included in the Drawings. 1) Each cabinet shall be prepared and tested for on -the -street use b. Connect all field wirings to the controller -cabinet assembly. 1) The City will assist in determining how the detector loop lead-in cables are to be connected in the cabinet. 2) The City will program the controller, the conflict monitor, detector units, and other equipment in the controller cabinet and turn on the traffic signals. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 102 TRAFFIC SIGNALS Page 102 of 107 c. All wiring modifications made in conjunction with preparing the cabinet for use at a specific intersection shall be documented on the cabinet prints for that intersection. 18. Roadside Flashing Beacon Assembly a. Installation 1) Install in locations as shown in Drawings. 2) Stake the pole location for approval by City or Engineer. 3) Install pole, breakaway base, connectors, wiring, signal beacons, sign and foundation as shown on the Drawings or as directed. 4) Install the flasher control assembly on the electrical service pole. 5) Install watertight breakaway electrical fuse holders in all line and neutral conductors at breakaway base. 6) Use established industry and utility safety practices to erect assemblies near overhead or underground utilities. 7) Consult with the appropriate utility company prior to beginning such work. b. Relocation 1) Disconnect and isolate the electrical power supply prior to removal of the assembly. 2) Remove existing assembly as directed. 3) Unless otherwise directed, salvage existing components such as sign, beacons, pole, and base. 4) Repair or replace lost or damaged components as directed. 5) Relocate existing assembly to the location shown on the plans or as directed. 6) Install existing assembly at new foundations. 7) Remove existing foundations. 8) Accept ownership of unsalvageable materials and dispose of in accordance with federal, state, and local regulations. c. Removal 1) Disconnect and isolate existing electrical power supplies prior to removal of the assembly. 2) Remove existing sign panel, beacons, pole, and base from existing assembly. 3) Store items to be reused or salvaged without damaging. 4) Store sign panels above the ground in a vertical position at Iocations shown on the plans or as directed. 5) Accept ownership of unsalvageable materials and dispose of in accordance with federal, state, and local regulations. 6) Unless otherwise shown on the plans, remove abandoned foundations, including steel, to 2 ft. below the finished grade. 7) Backfill with material equal in composition and density to the surrounding area, and replace any surfacing, such as asphalt pavement or concrete riprap; with like material to equivalent condition. 19. School Zone Flasher Assembly a. Installation 1) Install in locations as shown in Drawings. 2) Stake the pole location for approval by City or Engineer. 3) Install pole, breakaway base, connectors, wiring, signal beacons, controller, modem, sign and foundation as shown on the Drawings or as directed. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 103 TRAFFIC SIGNALS Page 103 of 107 4) Install watertight breakaway electrical fuse holders in all line and neutral conductors at breakaway base. 5) Use established industry and utility safety practices to erect assemblies near overhead or underground utilities. 6) Consult with the appropriate utility company prior to beginning such work. b. Relocation 1) Disconnect and isolate the electrical power supply prior to removal of the assembly. 2) Remove existing assembly as directed. 3) Unless otherwise directed, salvage existing components such as sign, beacons, pole, and base. 4) Repair or replace lost or damaged components as directed. 5) Relocate existing assembly to the location shown on the plans or as directed. 6) Install existing assembly at new foundations. 7) Remove existing foundations. 8) Accept ownership of unsalvageable materials and dispose of in accordance with federal, state, and local regulations. Removal 1) Disconnect and isolate existing electrical power supplies prior to removal of the assembly. 2) Remove existing sign panel, beacons, pole, and base from existing assembly. 3) Store items to be reused or salvaged without damaging. 4) Store sign panels above the ground in a vertical position at locations shown on the plans or as directed. 5) Accept ownership of unsalvageable materials and dispose of in accordance with federal, state, and local regulations. 6) Unless otherwise shown on the plans, remove abandoned foundations, including steel, to 2 ft. below the finished grade. 7) Backfill with material equal in composition and density to the surrounding area, and replace any surfacing, such as asphalt pavement or concrete riprap, with like material to equivalent condition. 20. Rectangular Rapid Flashing Beacom (RRFB) Assembly a. Installation 1) Install in locations as shown in Drawings. 2) Stake the pole location for approval by City or Engineer. 3) Install pole, breakaway base, connectors, wiring, control panel, solar panel, battery, light bar, signage, pedestrian push button, and foundation as shown on the Drawings or as directed. 4) Install watertight breakaway electrical fuse holders in all line and neutral conductors at breakaway base. 5) Use established industry and utility safety practices to erect assemblies near overhead or underground utilities. b. Relocation 1) Disconnect and isolate the solar panels prior to removal of the assembly. 2) Remove existing assembly as directed. 3) Unless otherwise directed, salvage existing components such as sign, light bar, solar panel, pole, and base. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 104 TRAFFIC SIGNALS Page 104 of 107 4) Repair or replace lost or damaged components as directed. 5) Relocate existing assembly to the location shown on the plans or as directed. 6) Install existing assembly at new foundations. 7) Remove existing foundations. S) Accept ownership of unsalvageable materials and dispose of in accordance with federal, state, and local regulations. c. Removal 1) Disconnect and isolate solar panel prior to removal of the assembly. 2) Remove existing sign panel, light bar, solar panel, pole, and base from existing assembly. 3) Store items to be reused or salvaged without damaging. 4) Store sign panels above the ground in a vertical position at locations shown on the plans or as directed. 5) Accept ownership of unsalvageable materials and dispose of in accordance with federal, state, and local regulations. 6) Unless otherwise shown on the plans, remove abandoned foundations, including steel, to 2 ft. below the finished grade. 7) Backfill with material equal in composition and density to the surrounding area, and replace any surfacing, such as asphalt pavement or concrete riprap, with like material to equivalent condition. 21. Powder Coating Traffic Signal Structures a. All galvanized exterior surfaces shall be coated with a Urethane or Triglycidyl Isocyanurate (TGIC) Polyester Powder to a minimum film thickness of 2.0 mils (0.002"). b. Prior to application, the surfaces to be powder coated shall be mechanically etched by brush blasting (Ref. SSPC-SP7) and the zinc coated substrate preheated to 450 degrees for a minimum of one hour in a gas fired convection oven. c. The coating shall be electrostatically applied and cured in a gas fired convection oven by heating the zinc coated substrate to a minimum of 350 degrees Fahrenheit and a maximum of 400 degrees Fahrenheit. . d. The thermosetting powder resin shall provide both intercoat as well as substrate fusion adhesion that meets 5A or 5B classifications of ASTM D3359. 3.4 FIELD QUALITY CONTROL A. Field Tests and Inspections 1. Initial testing of all materials, construction items, or products incorporated in the Work will be performed at the direction of the City. a. Embankment construction shall conform to 3124 00. b. All backfill of structures shall conform to 33 05 10. c. Excavation shall conform to 31 23 16. 2. The failure to require tests of materials by the Inspector shall in no way relieves the Contractor of his responsibility of furnishing materials conforming to these Specifications. 3. Tests, unless otherwise specified, shall be made in accordance with the latest methods of the ASTM or other approved test methods. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 105 TRAFFIC SIGNALS Page 105 of 107 a. The Contractor shall provide such facilities, as the Inspector may require, for the collecting and forwarding of samples and shall not use the materials represented by the samples until tests have been made. b. The Contractor shall furnish adequate samples without charge. 4. Vehicle detector loops a. Prior to termination of the loop lead-in in the controller cabinet an installation test shall be made by applying not less than 500 volts DC to the completed detector loop. 1) A minimum resistance of I megohm shall be obtained by use of a meter. b. After the above tests are completed and the lead-in cable has been terminated in the cabinet, the Contractor shall assist the Inspector in determining the loop inductance of each loop detector. 1) A detector loop analyzer shall be used to determine the total inductance of the Ioop in the pavement and its associated lead-in cable as well as to determine the percentage shift in loop inductance for various size vehicles that actuate the detector. 5. Signal cables a. The Traffic Management Manager or designee may require that all cables shall be checked for insulation resistance upon installation and prior to termination. The tests shall be made with a test set operating at a minimum of 500 volts DC applied to the conductors. b. Each conductor in the multi -conductor signal cables shall be tested for insulation resistance relative to each other and to the outer covering of the cable. The minimum acceptance value for insulation resistance shall be 1 megohm. 5. Controller cabinet a. If the controller cabinet is to be supplied by the Contractor for this Project, the cabinet shall be tested at a facility located within the Dallas/Fort Worth area. b. The Contractor shall notify the Inspector or his representative a minimum of 3 Working Days prior to beginning the test period of his intent to test a cabinet or group of cabinets. c. At this point, the City may schedule an inspection team and notify the Contractor of the earliest date and time the team can visit. d. Each cabinet shall be tested with a controller unit for a minimum of 24 continuous hours. 1) The cabinet test will include conflict monitor functions, detector unit function and load switch operation for conformance with cabinet hardware specifications, etc. 2) The cabinet must successfully pass all items otherwise the test is restarted for another 24 hour period. B. Non -Conforming Work I . In the event that a material, construction item, product incorporated in the Work, embankment, backfill, excavation or any other item tested, fails to satisfy the minimum requirements of the initial test described above, appropriate prove -out tests shall be made as directed by the Inspector to determine the extent of the failure and to verify that corrective measures have brought the Item up to Specification requirements. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 106 TRAFFIC SIGNALS Page 106 of 107 a. The cost of all testing necessary to determine the .extent of the failure and the adequacy of the corrective measures shall be the responsibility of the Contractor. 3.5 SYSTEM STARTUP A. The Contractor shall coordinate with the Inspector to have a qualified technician on the Site when the traffic signal is placed into operation. B. During the 30 day test period, the contractor shall be responsible for any trouble calls and shall make all necessary action to repair the problem. The City will be responsible for traffic signal timing operation only. C. The Contractor shall provide a local telephone number (not subject to frequent changes) where trouble calls are to be received on a 24-hour basis. D. The Contractor's response time to reported calls shall be within a reasonable travel time, but not more than 2 hours maximum. E. Appropriate repairs shall be made within reasonable time. I. If, after further diagnosing the problem, the qualified technician determines the problem is in the equipment supplied by others, the Contractor shall notify the Inspector. F. 30 days test period will restart after completing each signal failure due to workmanship G. No extra compensation will be allowed for fulfilling the requirements stated above. 3.6 CLOSEOUT ACTIVITIES A. Prior to final acceptance by the City, the Contractor is responsible for removal, replacement and reinstallation of any damaged material at the Contractor's expense. B. Whenever the Work provided for and contemplated under the Contract has been found by the Inspector to be completed to his / her satisfaction on any individual signalized intersection, or interconnected system of signalized intersections, as shown in the Drawings, final cleaning up of said signalized intersection has been performed and the traffic signal equipment supplied by the or has operated continuously for a minimum of 30 days in a satisfactory manner, the Contractor will be released from further maintenance on that particular intersection. 1. Such partial acceptance will be made in writing and shall in no way void or alter any terms of the Contract. 2. If equipment fails, anew 30-day test period will start when the equipment has been repaired or replaced. 3.7 PROTECTION A. Prevent any property damage to property owner's polcs, fences, landscaping, mailboxes, etc., and repair any damages. B. Provide access to all driveways during construction. C. Protect all underground and overhead utilities, including sprinkler systems, and repair any damages. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised October 12, 2015 3441 10 - 107 TRAFFIC SIGNALS Page 107 of 107 3.8 MAINTENANCE A. While performing Work under this Contract, the Contractor bears the sole risk of loss for damages to or destruction of any traffic signal equipment or appurtenances, on equipment that was not to be replaced or installed under this Contract, but which was damaged or destroyed through the fault or negligent acts of the Contractor. B. The Contractor shall replace such damaged or destroyed equipment, etc., at no cost to the City, regardless of whether or not the damaged or destroyed equipment, etc., was a part of this Contract or any warranties under this Contract. C. The Contractor's responsibility shall cease under this paragraph upon written acceptance of an intersection by the City. D. The Contractor's responsibility for full operation and maintenance of all traffic signal equipment shall begin when he starts any type of Work which effects active intersection control at the first intersection and shall extend through the period of final Project acceptance of each intersection. E. This maintenance responsibility includes existing controllers/masters, existing interconnect and cabling systems, existing signal indications, existing vehicle detectors, new controllers/masters, new signal hardware, new cabling systems, and other hardware elements which are considered part of either the existing or the new traffic signal system. F. It is recognized that the City may continue to make a first response to any trouble call. Action on such response will, however, be limited to placing the intersection on flash, replacing load switches or detector amplifiers, erecting temporary control devices, requesting immediate traffic control by uniformed police officer, or other such action deemed necessary to provide a safe operation. 1. Such action will in no way relieve the Contractor of his operation and maintenance responsibility. G. The Contractor shall be required to notify the Inspector or Traffic Management Division at least 24 hours in advance of any planned controlled change -outs or any other operational procedures. H. Battery Back-up System 1. The BBU shall provide voltmeter standard probe input jacks (+) and (-) to read the exact battery voltage drop at the inverter input. 2. The BBS shall be equipped with both Input and Output AC circuit breakers, and with either a DC circuit breaker or fused battery harness. 3. All components, terminations, terminal blocks, relays, etc. shall be fully accessible. END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 11/19/2015 S. Arnold Various revisions and additions CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 101555 Revised October 12, 2015 iter*15 Specification for a Modular (Multi or Single Camera) Vide® Detection System 1. General This specification sets forth the minimum requirements for a system that detects vehicles on a roadway using only video images of vehicle, bicycle, and pedestrian traffic. 1.1 System Hardware The video detection system (VDS) shall consist of up to four video cameras, up to two video detection processors (VDP) capable of processing up to two video sources each, one Central Control Unit (CCU), (either a 19" rack or shelf -mount form factor), input/output extension modules, video surge suppressors and a pointing device, or any combination thereof. The VDS will be deployed at locations where site conditions and roadway geometry vary. The VDS system may also be deployed at locations where existing cabinets or equipment exist. Existing site configurations will dictate the availability of cabinet space and VDS usage. 1.2 System Software The system shall include software that discriminately detects the presence of individual vehicles and bicycles in a single or multiple lanes using only the video image. Detection zones shall be defined using only an embedded software application. A monitor, a keyboard and a pointing device are used to place the zones on a video image. A minimum of 32 detection zones per camera view shall be available. A separate computer shall not be required to program the detection zones. In addition to creating vehicle and bicycle zones, the system shall automatically define a pedestrian crossing area in front of the stop bar zones. The system shall provide a tracking mechanism that counts pedestrian volume moving within this crossing area, and also determine the average, maximum, and minimum speed of pedestrians moving within this crossing zone. The system shall also provide discrete outputs when pedestrians are in the crosswalk during normal crossing phases and when a red phase input has been detected. The system shall also provide a visual indication on the video image that a pedestrian is in the crosswalk. 1.3 The VDS shall be made in the U.S.A. in compliance with FTA "Buy America" regulations. 2. VDS Hardware 2.1 Video Detection Processor (VDP) System Interfaces The VDP shall be a single -rack detector card width, and provide provision for up to two sensors per VDP. It may be possible for the VDPs to be embedded in the shelf -mount CCU to provide a VantageNext" Specification - 1 - Document No. 4020005, REV.D (6127118) South Stayton Street Realignment CityProject No. 101555 iteris- single cabinet interface. The following interfaces shall be provided on each video detection processor: 2.1.1 Video Input Each VDP will be supplied with video from the VDS Camera Sensor via Ethernet cables plugged into the front of the Central Control Unit. The interface connectors shall be RJ-45 type. 2.1.2 Video Lock LED A LED indicator shall be provided to indicate the presence of the video signal. The LED shall illuminate upon valid video synchronization and turn off when the presence of a valid video signal is removed. 2.1.3 Contact Closure Output Open collector (contact closure) outputs shall be provided. Four (4) open collector outputs shall be provided for the Video Detection Processor rack -mount configuration. Additionally, the VDS shall allow the use of extension modules to provide up to 32 open collector contact closures per camera input. Each open collector output shall be capable of sinking 30mA at 24VDC. Open collector outputs will be used for vehicle detection indicators as well as discrete outputs for alarm conditions. The VDP outputs shall be compatible with industry standard detector racks assignments. 2.1.4 Logic Inputs Logic inputs such as delay/extend or delay inhibit shall be supported through the appropriate detector rack connector pin or front panel connector in the case of the 1/0 module. For VDPs and extension modules, 4 inputs shall be supported via detector rack interface. The 1/0 module shall accommodate eight (8) inputs through a 15-pin "D" connector. 2.1.5 Detection LEDs Detection status LEDs shall be provided on the front panel. The LEDs shall illuminate when a contact closure output occurs. Rack -mounted video processors shall have a minimum of four (4) LEDs. Rack -mounted extension modules shall have two (2), four (4) or eight (8) LEDs (depending upon extension module type) to indicate detection. 2.1.6 Test Switches The front panel of the VDP shall have detector test switches to allow the user to manually place vehicle and bicycle calls on each VDP output channel. The test switch shall be able to place a momentary call 2.2 Both the VDP and EM shall be specifically designed to mount in a standard detector rack, using the edge connector to obtain power, provide contact closure outputs and accept logic inputs (e.g. VantageNext" Specification - 2 - Document No. 4020005, REV.D (6127118) South Stayton Street Realignment City Project No. 101555 2.3 2.4 2.5 2.6 2.7 iter*15 delay/extend). No adapters shall be required to mount the VDP or EM in a standard detector rack and no rack rewiring shall not be required. VDP printed circuit boards (PCBs) shall be conformally coated in accordance with Caltrans and NEMA specifications. On -board Memory The VDP shall utilize non-volatile memory technology to store on -board firmware and operational data. Firmware Upgrade The CCU shall enable the loading of modified or enhanced software through either the Ethernet or front -panel USB port (using a USB thumb drive) and without removing or modifying the CCU hardware. The upgrade will affect both the CCU and VDP hardware when connected into a single system. VDP and EM Power The VDP and EM shall be powered by 12 or 24 volts DC. VDP and EM modules shall automatically compensate for either 12 or 24 VDC operation. VDP power consumption shall not exceed 7.5 watts. The EM power consumption shall not exceed 3 watts. Operating Temperature The VDS shall operate satisfactorily in a temperature range from -30" F to +165* F (-34" C to +74' C) and a humidity range from 0%RH to 95%RH, non -condensing as set forth in NEMA specifications. 3. VDS CCU The VDS Central Control Unit (CCU) shall be supplied by the VDS manufacturer. 3.1 Hardware The CCU shall be supplied in three separate form factors. Users may choose one form factor for use within their controller cabinet system: 1. Standard One (1) Rack Unit (1U) 19" rack format. There shall be brackets to allow the CCU to be mounted under shelves where a 19" frame is not available. 2. Shelf -Mount format; TS1 version. The CCU shall be able to stand up on available shelf - space within the cabinet. All connections shall be made from the front of the CCU, including connections to separate DPs located within the cabinet. 3. Shelf -Mount format; TS2 version. The CCU shall be able to stand up on available shelf - space within the cabinet. All connections shall be made from the front of the CCU, and no external DPs will be required. VantageNext® Specification -3- Document No. 4020005, REV.D (6127118) South Stayton Street Realignment City Project No. 101555 itens 3.2 CCU Power The 19" Rack -mount CCU shall be powered from an 110V or 230V, 50Hz or 60Hz supply. CCU power consumption shall not exceed 20 Watts. The shelf -mount format CCU shall be powered from a 48V DC power supply. CCU power consumption shall not exceed 150 Watts. 3.3 Operating Temperature The VDS shall operate satisfactorily in a temperature range from -30' F to +165' F (-34' C to +74' C) and a humidity range from 0%RH to 95°YRH, non -condensing as set forth in NEMA specifications. 3.4 On -board Memory The CCU shall utilize non-volatile memory technology to store on -board firmware and operational data. 3.5 Video Surge Suppression The CCU shall incorporate video surge suppression for each video input. The CCU shall be appropriately grounded to the cabinet ground rod using 14 AWG (2.5mm2) minimum. 3.6 Power Surge Suppression The CCU shall incorporate power surge suppression both on the input power and on the power supplied to the cameras. The CCU shall be appropriately grounded to the cabinet ground rod using 14 AWG (2.5mm2) minimum. 3.7 Power Management THe CCU shall incorporate power management for the various parts of the VDS such that if fault conditions are detected the power supply will safely shut down the power to that peripheral. 3.8 Interfaces 3.8.1 Extension Modules Extension modules (EM) shall be available to eliminate the need of rewiring the detector rack, by enabling the user to plug an extension module into the appropriate slot in the detector rack to provide additional open collector outputs. The EM shall be available in both 2- and 4-channel configurations. EM configurations shall be programmable from the CCU. A separate 1/0 module shall also be available having 32 outputs through a 37-pin "D" connector on the front panel and 8 inputs through a 15-pin "D" connector using an external wire harness for expanded flexibility. VantageNext® Specification _ 4 - Document No. 4020005, REV.D (6127118) South Stayton Street Realignment C ity Proj ect No. 101555 iteris lb 3.8.2 The CCU shall provide four ports for connection to VDS camera sensors. The connector shall be an RJ-45 type. 3.8.3 The CCU shall provide four ports for connection to VDPs. The connector shall be an RJ-45 type. These connectors will not be required for the Shelf -Mount TS2 version CCU. 3.8.4 The CCU shall provide 2 USB `A' ports on the front panel of the rack mount CCU unit. These ports can be utilized for various functions. For example, keyboard and mouse functions during system configuration, USB storage devices can be utilized for bin data and video collection. The USB ports shall not require special mouse software drivers_ The USB ports shall be used as part of system setup and configuration 3.8.5 The CCU shall provide an output to a monitor. The port shall be HDMI. The native resolution of the monitor port shall be 1024 x 768. 3.8.6 Communications An Ethernet communications port shall be provided on the front panel. The Ethernet port shall be compliant with IEEE 802.3 and shall use a RJ-45 type connector mounted on the front panel of the CCU. The Ethernet communications interface shall allow the user to remotely configure the system and/or to extract calculated vehicle/roadway information. The interface protocol shall be documented or interface software shall be provided. Each VDS shall have the capability to be IP addressable. The VDP shall support data rates of up to100Mbps. 3.8.7 The CCU shall provide an SDLC connection to the Traffic Controller. The connector shall be a 'D- 15' type, in compliance with NEMA TS-2 specifications. 3.8.8 The CCU shall provide an indicator when the SDLC port is active. 3.8.9 The CCU shall provide an indicator when the unit has power. 3.8.10 The CCU shall provide an indicator when the unit is on line. 3.8.11 The CCU shall provide a Wi-Fi connection. The connection shall be over a standard 2.4GHz connection. The Wi-Fi connection shall be enabled and disabled by a switch on the CCU. The CCU shall provide an indicator when the Wi-Fi connection is active. 3.8.12 The CCU shall provide a connection for a removable antenna. The antenna connection shall be a SMA Male type. 3.8.13 The CCU shall provide system status via an on -board Organic Light Emitting Diode display. The display shall indicate various system parameters, such as camera health and VDP health, firmware version and camera air temperature. The display will be enabled with a switch on the CCU. The display will automatically disable 15 minutes after the button is pressed. 4. VDS Camera Sensor The VDS camera sensor shall be supplied by the VDS manufacturer. VantageNext® Specification - 5 - Document No. 4020005, REV.D (6127118) South Stayton Street Realignment City Project No. 101555 iter*15 4.1 The VDS camera sensor shall utilize a single shielded CAT5E or CAT6 cable for power and video. Cable termination at the camera shall not require crimping or special tools. The cable termination shall only require a standard wire stripper and a screw driver. No connectors (e.g. BNC) shall be allowed. An optional RJ45 direct connector shall be made available if a user chooses to connect the sensor cable with RJ45 connections at the sensor. 4.2 The camera sensor shall allow the user to set the focus and field of view via the VDS software. Camera sensor control from the controller cabinet shall communicate over a single Cat5e or CAT6 cable. No additional wires shall be required. 4.3 The camera shall produce a useable video image of the features of vehicles under all roadway lighting conditions, regardless of time of day. The minimum range of scene luminance over which the camera shall produce a useable video image shall be the minimum range from nighttime to daytime, but not less than the range 0.003 lux to 10,000 lux. 4.4 The camera electronics shall include automatic gain control (AGC) to produce a satisfactory image at night for the VDS algorithms. 4.5 The imager luminance signal to noise ratio (S/N) shall be more than 50 dB with the automatic gain control (AGC) disabled. 4.6 The imager shall employ three dimensional dynamic 'noise reduction (3D-DNR) to remove unwanted image noise. 4.7 The camera imager shall employ wide dynamic range (WDR) technology to compensate for wide dynamic outdoor lighting conditions. The dynamic range shall be greater than 100 dB. 4.8 The camera shall be digital signal processor (DSP) based and shall use a CCD sensing element and shall output color video with resolution of not less than 540 TV lines. The color CCD imager shall have a minimum effective area of 811(h) x 508(v) pixels. 4.9 The camera shall include an electronic shutter control based upon average scene luminance and shall be equipped with an auto -iris lens that operates in tandem with the electronic shutter. The electronic shutter shall operate between the range of 1/60th to 1/90,000th second. 4.10 The camera shall utilize automatic white balance. 4.11 The camera shall include a variable focal length lens with variable focus that can be adjusted, without opening up the camera housing, to suit the site geometry by means of a portable interface device designed for that purpose and manufactured by the detection system supplier. 4.12 The horizontal field of view shall be adjustable from 4.5 to 48 degrees. This camera configuration may be used for the majority of detection approaches in order to minimize the setup time and VantageNext® Specification - 6 - Document No. 4020005, REV.D (6127118) South Stayton Street Realignment City Project No. 101555 iterl*5 spares required by the user. The lens shall be a 12x zoom lens with a focal length of 3.5mm to 35mm. 4.13 The lens shall also have an auto -focus feature with a manual override to facilitate ease of setup. 4.14 The camera shall incorporate the use of preset positioning that store zoom and focus positioning information. The camera shall have the capability to recall the previously stored preset upon application of power. 4.15 The camera shall be housed in a weather -tight sealed enclosure. The housing shall allow the camera to be rotated to allow proper alignment between the camera and the traveled road surface. 4.16 The camera enclosure shall be equipped with a sunshield. The sunshield shall include a provision for water diversion to prevent water from flowing in the camera's field of view. The camera enclosure with sunshield shall be less than 35" (89mm) diameter, less than 5.25" (133mm) long, and shall weigh less than 2.5 pounds (1.14kg) when the camera and lens are mounted inside the enclosure. 4.17 The enclosure shall be designed so that the pan, tilt and rotation of the camera assembly can be accomplished independently without affecting the other settings. 4.18 Camera Lens 4.18.1 The camera enclosure shall include a proportionally controlled Indium Tin Oxide (ITO) lens coating for the heating element of the front glass that maximizes heat transfer to the lens. The output power of the heater shall vary with temperature, to assure proper operation of the lens functions at low temperatures and prevent moisture condensation on the optical faceplate of the enclosure. The transparent coating shall not impact the visual acuity and shall be optically clear. 4.18.2 The glass face on the front of the enclosure shall have an anti -reflective coating to minimize light and image reflections. 4.18.3 The glass face on the front of the enclosure will include a Titanium Dioxide shelf cleaning coating 4.19 When mounted outdoors in the enclosure, the camera shall operate satisfactorily in a temperature range from -30' F to +140' F (-34 'C to'+60 "C) and a humidity range from 0% RH to 100% RH. Measurement of satisfactory video shall be based upon VDP system operation. 4.20 The camera shall be powered by 48VDC. Power consumption shall be 5 watts typical and 16 watts or less under worst conditions. 4.21 Recommended camera placement height shall be 33 feet (or 10 meters) above the roadway, and over the traveled way on which vehicles are to be detected. For optimum detection the camera should be centered above the traveled roadway. The camera shall view approaching vehicles at a distance not to exceed 350 feet (107 meters) for reliable detection (height to distance ratio of VantageNext®Specification - 7 - Document No. 4020005, REV.D (5127118) South Stayton Street Realibiunent City Project No. 101555 iter*15 10:100). Camera placement and field of view (FOV) shall be unobstructed and as noted in the installation documentation provided by the supplier. 4.22 The video signal shall be fully isolated from the camera enclosure. 4.23 Cable terminations at the camera for video and power shall not require crimping tools. 4.24 A weather-proof protective cover shall be provided shall be provided to protect all terminations at the camera. No special tooling shall be required to remove or install the protective cap. 4.25 The camera assembly shall include a temperature sensor. The sensor will be polled by the VDS every minute and will supply the current air temperature. The VDS software will display this information on the On -Screen Display for each camera. 5. VDS Software 5.1 General System Functions 5.1.1 Detection zones shall be programmed via an embedded application displayed on a video monitor and a keyboard and a pointing device connected to the CCU. The menu shall facilitate placement of detection zones and setting of zone parameters or to configure system parameters. A separate computer shall not be required for programming detection zones or to view system operation. All programming function shall occur on live video images, no snapshots or still images are allowed. 5.1.2 The VDS software shall store up to five completely independent detection zone patterns in non- volatile memory. The VDS can switch to any one of the three different detection patterns within 1 second of user request via menu selection with the pointing device. Each configuration shall be uniquely labeled and able to be edited by the user for identification. The currently active configuration indicator shall be displayed on the monitor. S.13 The VDS shall detect vehicles and bicycles in real time as they travel across each detection zone. 5.1.4 The VDP shall automatically define a pedestrian crossing area, and track pedestrians in real-time as they travel across this pedestrian crossing area in both directions. The VDP shall count pedestrians moving left -to -right, and right -to -left. The VDP shall measure the speed of pedestrians moving left -to -right, and right -to -left, and provide the minimum, maximum, and average speed of the pedestrians per the bin interval. These values shall be displayed on -screen for both directions, and an option shall be provided to the user to turn this on -screen display on or off. This data will be stored in local memory for later retrieval via a remote device. The data will be.stored at the Bin Interval set in the system. S.1.5 . The VDS shall accept new detection patterns from an external computer through the Ethernet port when the external computer uses the correct communications protocol for downloading detection patterns. A Windows;" -based software designed for local or remote connection and providing video capture, real-time detection indication and detection zone modification capability shall be provided with the system. VantageNext® Specification - S - Document No. 4020005, REV.0 (6127128) South Stayton Street Realignment CityProject No. 101555 5.1.6 The VDS shall have the capability to automatically switch to any one of the stored configurations based on the time of day which shall be programmable by the user. 5.1.7 The VDS shall send its detection patterns to an external computerthrough the Ethernet port when requested when the external computer uses the appropriate communications protocol for uploading detection patterns. 5.1.8 The VDS shall default to a safe condition, such as a constant call on each active detection channel, in the event of unacceptable interference or loss of the video signal. 5.1.9 The VDS shall be capable of automatically detecting a low -visibility condition such as fog and respond by placing all affected detection zones in a constant call mode. A user -selected alarm output shall be active during the low -visibility condition that can be used to modify the controller operation if connected to the appropriate controller input modifier(s:). The system shall automatically revert to normal detection mode when the low -visibility condition no longer exists. An On -Screen Icon will be displayed while the system is in this mode. 5.1.10 Up to 32 detection zones per camera input shall be supported and each detection zone must be user -sizeable to suit the site and the desired vehicle detection region. 5.1.11 The VDS shall provide up to 32 open collector output channels per camera input using one or more extension modules. 5.1.12 The VDS shall provide a discrete output when pedestrians are being tracked in the crosswalk. Separate outputs may be assigned for pedestrians moving Left to Right and those moving Right to Left for each camera. 5.1.13 The VDS shall provide a discrete output when pedestrians are crossing against a red phase. The VDS shall allow up to 4 phase inputs to be assigned to each crosswalk. 5.1.14 A single detection zone shall be able to replace multiple inductive loops and the detection zones shall be OR'ed as the default or may instead be AND'ed together to indicate vehicle presence on a single approach of traffic movement. 5.1.15 When a vehicle is detected within a detection zone, a visual indication of the detection shall activate on the video overlay display to confirm the detection of the vehicle for the zone. 5.1.16 Detection shall be at least 98% accurate in good weather conditions, with slight degradation possible under adverse weather conditions (e.g. rain, snow, or fog) which reduce visibility. Detection accuracy is dependent upon site geometry, camera placement, camera quality and detection zone location, and these accuracy levels do not include allowances for occlusion or poor video due to camera location or quality. VantageNext®Specification - 9 - Document No. 4020005, REV.D f6127118) South Stayton Street Realignment City Project No. 101555 iter*15 5.1.17 The VDS shall provide dynamic zone reconfiguration (DZR). DZR sustains normal operation of existing detection zones when one zone is being added or modified during the setup process. The new zone configuration shall not go into effect until the configuration is saved by the operator. 5.1.18 Detection zone setup shall not require site specific information such as latitude and longitude to be entered into the system. 5.1.19 The VDS shall process the video input from each camera at 30 frames per second. Multiple camera processors shall process all video inputs simultaneously. 5.1.20 The VDS shall output a constant call during the background learning period of no longer than 3 minutes. 5.1.21 Detection zone outputs shall be individually configurable to allow the selection of presence, pulse, extend, and delay outputs. Timing parameters of pulse, extend, and delay outputs shall be user definable between 0.1 to 25.0 seconds. 5.1.22 Up to six detection zones per camera view shall have the capability to count the number of vehicles detected. The count value shall be internally stored for later retrieval through the Ethernet port. The zone shall also have the capability to calculate and store average speed and lane occupancy at user -selectable bin intervals of 10 seconds, 20 seconds, 1 minute, 5 minutes, 15 minutes, 30 minutes and 60 minutes. 5.1.23 In addition to the count type zone, the VDS shall be able to calculate average speed and lane occupancy for all of the zones independently. These values shall be stored in non-volatile memory for later retrieval. 5.1.24 The VDS shall have an "advance" zone type where raw detection output duration to the traffic controller is compensated for angular occlusion and distance. 5.1.25 The VDS shall employ color overlays on the video output. 5.1.26 The VDS shall have the ability to show controller phase status (green, yellow, or red) for up to 8 phases. These indications shall also be color coded. 5.1.27 The user shall have the ability to enable or disable the display of the phase information on the video output. 5.1.28 The VDS shall have the capability to change the characteristics of a detection zone based on external inputs such as signal phase. Each detection zone shall be able to switch from one zone type (i.e. presence, extension, pulse, etc.) to another zone type based on the signal state. For example, a zone may be a "count" zone when the phase is green but change to a "presence" zone type when the phase is not green. Another application would be zone type of "extension" when the signal phase is green and then "delay" when red. VantageNext'Specification - 10 - Document No. 4020005, REV;D (6127118) South Slayton Street Realignment City Project No. 101555 iteris' 5.1.29 The VDS software shall aid the user in drawing additional detection zones by automatically drawing and placing zones at appropriate locations with only a single click of the mouse. The additional zone shall utilize geometric extrapolation of the parent zone when creating the child zone. The process shall also automatically accommodate lane marking angles and zone overlaps. 5.1.30 When the user wishes to modify the location of a zone, the VDS software shall allow the user move a single zone, multiple zones or all zones simultaneously. 5.1.31 When the user wishes to modify the geometric shape of the zone, the VDS software shall allow the user to change the shape by moving the zone corner or zone sides. 5.1.32 On screen zone identifiers shall be modifiable by the user. The user shall be allowed to select channel output assignments, zone type, input status, zone labels or zone numbers to be the identifier. 5.1.33 The VDS shall have the capability to show pedestrian activity in the crosswalk through a visual indication on the video output. 5.1.34 The VDS software shall support bicycle type zones where the zone can differentiate between motorized vehicles and bicycles, producing a call for one but not the other. 5.1.35 Bicycle zone types shall only output when a bicycle is detected. Larger motorized vehicles such as cars and trucks that traverse a bicycle zone shall not provide an output. 5.1.36 The VDS software shall provide the ability to assign a separate output channel for bicycle zones to allow traffic controllers to implement special bicycle timing. 5.1.37 Placement of bicycle type zones in vehicle lanes shall be allowed. 5.1.38 Upon detection of a bicycle, the video output overlay shall indicate active detection as well as providing a unique bicycle detection identifier to visually distinguish bicycle detection versus vehicle detection. 5.1.39 Up to six bicycle detection zones per camera view shall have the capability to count the number of bicycles detected in addition to their normal detection function. The count value shall be internally stored for later retrieval through the Ethernet port. 5.1.40 Automatic Traffic Volume Graph The On -Screen Display shall include an Automatic Traffic Volume graph. This graph will display estimated Vehicles Per Hour (VPH) per movement for each camera view. The graph will display a rolling 24 hour period of VPH. 5.1.41 Occupancy Graph VantageNext® Specification - 11 - Document No. 4020005, REV.D (6127118) South Slayton Street Realignment City Project No. 10 1555 iter*15 The On -Screen Display shall include an Occupancy Graph. This graph will display estimated approach occupancy for each camera view. The graph will display a rolling 24 hour period of Occupancy. 5.2 User Interfaces This section sets forth the minimum requirements for the VDS to provide a single point interface to remote and local users. The VDS shall also have the capability to stream up to four simultaneous video streams over an Ethernet interface. 5.2.1 The user interface shall provide capabilities to enable multiple rack -mounted video detection processors to be locally and remotely accessed from a single point via an Ethernet connection. 5.2..2 The device shall allow the operator to' view four videos simultaneously or any one video by controls embedded in the VDS. 5.2.3 Local user access to video detection programming shall be limited to the detection processor unit that is currently being displayed on the monitor. 5.2.4 All local programming and setup parameters for the video detection processor shall be user accessible through the interface unit without requiring the user to swap user interface cables between video detection processors. 5.2.5 Remote access to the device shall be through the built-in Ethernet port via access software running on a Microsoft Windows based personal computer. 5.2.6 A Windows OS remote access firmware shall also be available for remote setup and diagnostics of the interface unit. 5.2.7 Thee VDS shall support streaming video technology using H.264 standards to allow the user to monitor video detection imagery over the Ethernet interface. Motion JPEG streaming video shall not be allowed. 5.2.8 The interface unit shall allow eight independent streams, one from each video- processor, to be transported via Ethernet to four independent streaming video players simultaneously in D1 resolution. 5.2.9 The interface shall allow the user to select the resolution of the displayed streamed video. 5.2.10 The interface unit shall support the streaming and display of eight concurrent streams in D1 resolution. 5.2.11 The VDS shall allow the user to manage the unit's Ethernet bandwidth usage by allowing the user to select high, medium or low resolution. VantageNext® Specification - 12 - Document No. 4020005, REV.D (6127118) South Stayton Street Realignment City Project No. 101555 iterels 5.2.12 The interface shall allow the user to change the unit's Ethernet network settings of IP address, subnet mask and default gateway. 5.2.13 The VDS shall allow the user to upload new application firmware through the use of the interface, remotely or on -site. 5.2.14 A Windows OS based application will be provided to remotely view video streams from the VDS. 5.2.15 An iOS and Android based application shall be available to remotely access each configured VDS on the agency's network. This application shall allow the user to choose between any number of pre -configured intersection locations. Using the iO5 or Android device, the application will allow the user to view live video from any camera at that intersection, including vehicle and bicycle detections in real-time. The application will also allow the user to view individual intersection data, including turning movement counts and occupancy. The application will show each data set in time periods of day, week, or month, and have the capability of turning on or off right, left, and thru movement data for turning movement count data. The application will also allow the user to view current system diagnostic data, including the following, but not limited to; individual camera glare and low contrast information, system low contrast, constant call, alarm, reboots, logins, and menu access information. 6. SDLC Functionality This section sets forth the minimum requirements for a full -function BIU and integrated video detection communication. The VDS shall provide outputs to the controller of vehicle calls from video processors that reside within the detector rack. 6.1 Functional Capabilities The VDS shall have the capability of monitoring phase information and passing that information and other system data such as "time" from the controller to video detection processor modules. The VDP shall also accept data from video processor modules and relay the information to the controller. The unit shall provide a maximum of 64 detector outputs to the controller via the SDLC interface. 6.2 Requirements The module shall be in compliance with the following industry specifications: Transportation Electrical Equipment Specifications (TEES), August 16, 2002 (or latest edition), California Department of Transportation NEMA Standard Publication TS 1-1989 (or latest edition), Traffic Control Systems, National Electrical Manufacturers Association VantageNext' Specification - 13 - Document No. 4020005, REV.D (6127118) South Stayton Street Realignment CityProject No. 10 t 555 iter*15 a NEMA Standard Publication T5 2-2003, Traffic Controller Assemblies With NTCJP Requirements, Version 02.06 (or latest edition), National Electrical Manufacturers Association 6.3 Data Interfaces The VDS shall have two data interfaces: The interface to the controller shall be accomplished by the use of the TS-2 SDLC port and protocol in accordance with the TS-2 specifications. The module shall be able to be configured to respond to BIU addresses 8, 9, 10 and 11 or a combination thereof. The interface to communicate with card rack video detection processors shall be manufacturer specific. 6.4 SDLC Communication Indicators One LED indicator shall be provided for the TS-2 SDLC interface. The indicator shall be used to inform the user of any communication activity on the SDLC port. 7. Installation 7.1 The cable to be used between the camera and the CCU in the traffic cabinet shall be CatSe, shielded, direct burial. This cable shall be suitable for installation in conduit or overhead with appropriate span wire. Shielded RJ-45 connectors shall be used where applicable. The CatSe cable, RJ-45 connector, stripping and crimping tool shall be approved by the supplier of the video detection system, and the manufacturer's instructions must be followed to ensure proper connection. 7.2 The video detection camera shall be installed by factory -certified installers as recommended by the supplier and documented in installation materials provided by the supplier. Proof of factory certification shall be provided. $. Warranty 8.1 The supplier shall provide a limited three-year warranty on the video detection system. 8.2 During the warranty period, technical support shall be available from the supplier via telephone within 4 hours of the time a call is made by a user, and this support shall be available from factory - certified personnel or factory -certified installers. 8.3 During the warranty period, updates to VDP software shall be available from the supplier without charge. VantageNext® Specification - 14 - Document No. 4020005, REV:D (6127118) South Slayton Street Realignment City Project No. 10 1555 iter1*15 9. Maintenance and Support 9.1 The supplier shall maintain an adequate inventory of parts to support maintenance and repair of the video detection system. These parts shall be available for delivery within 30 days of placement of an acceptable order at the supplier's then current pricing and terms of sale for said parts. 9.2 The supplier shall maintain an ongoing program of technical support for the video detection system. This technical support shall be available via telephone, or via personnel sent to the installation site upon placement of an acceptable order at the supplier's then current pricing and terms of sale for on site technical support services. . 9.3 Installation or training support shall be provided by a factory -authorized representative and shall be a minimum IMSA-Level II Traffic Signal Technician certified. 9.4 All product documentation shall be written in the English language. VantageNext® Specification - 15 - Document No. 4020005, RFV.•D (6127118) South Stayton Street Realignment City Project No. 10 t 555 4G-LTE Advanced Cellular Router (Items, Quantity and Spec): 1 Cellular Router; quantity I- Digi International, Inc., Model WR44-M800-AE1-RE: LTE North America Multi -Carrier (7001850/1700(AWS)/1900 MHz), WiFi (B/GIN), Enterprise Software Package, 5 VPN Tunnels, Extended Temperature, Rugged Enclosure, DC Power Cable, No Cellular Antennas 2. Cellular Router Power Supply; quantity 1 per 4G device - Dig! International, Inc., Part (dumber 76000916: AC Power Supply - 18VDC, Extended Temp. NEMA 5-15P (US) to 4-pin connector. Compatibility: WR44 3. Cellular Router Dual Antenna; quantity 1 per 4G device Open Market Purchase, Part Number AP-KIOSK-:CC-Q-S22- BL: 2 CeIVLTE, Threaded Bolt, Black. Special Instructions: 6-10' cable 4- WWAN Equipment Accessory Item; quantity 2 per 4G dee ict Digi International, Inc., Part Number PWB-24-58- RSMARV: 2.4/5.8GHz TRM ANT RA SMA REV POL Cellular Carrier Selection - Compatible with Verizon PTZ Camera (Items, Quantity and Spec): • i. Pelco, Wall Mount for Spectra Series Camera, Quantity 1 2. Pelco, IP Dome Camera, PTZ 2MP 30x Zoom Pend Dome- Quantity 1 3. Pelco, Pole Mount Adapter for Spectra series camera- Quantity 1 4. Pelco, POE Injector, 75 Watt Single Port 100-240VAC - Quantity 1 S. Open Market Purchase,Butyl Rubber Strip, 2"W x 3 ft.L x 1/4"Thick, 60A, Adhesive Backing Type, 300% Elongation, Black-, Quantity 2 CATSe Outdoor Cable SPecification CAT5e, ANSI/TIA-568-C.2, 1000' Roll, 24 AWG Solid Copper, .35OMHz, Non -PVC UV Jacket, Waterproof/Direct-burial, Gel -filled, Shielded with Drain (Ground) Wire, CMX flame rated, LIL or ETL Listed, and RoHS Compliant South Stayton Street Realignment City Project No. 101555 26 05 33 -- 1 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 1 of 12 SECTION 26 05 33 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Furnish and install complete raceway systems as shown on the Drawings and as specified herein. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 —Ridding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 --- General Requirements 3. Section 26 05 43 — Underground Ducts and Raceways for Electrical Systems A. Measurement and Payment 1. Conduits and Related Hardware, when a bid item for Electrical Facilities exists a. Measurement 1) This Item is considered subsidiary to Electrical Facilities. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to Electrical Facilities and shall be subsidiary to the lump sum price bid for Electrical Facilities, and no other compensation will be allowed. 2. Conduits and Related Hardware, when no bid item for Electrical Facilities exists a. Measurement 1) Measurement for conduit shall be per linear foot of the size, installation method, and type of conduit installed. 2) Limits of measurement for conduit are from center to center between ground boxes or poles, a combination of the two or to the termination point. b. Payment 1) Payment for conduit shall be made at the price bid per linear foot of the size, installation method, and type of conduit installed. c. The price bid shall include: 1) Installation of Conduit and Related Hardware including, but not limited to: a) Elbows b) Couplings c) Weatherheads 3. Conduit Boxes, when a bid item for Electrical Facilities exists a. Measurement 1) This Item is considered subsidiary to Electrical Facilities. b. Payment CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised December 20, 20I2 260533-2 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 2 of 12 1) The work performed and the materials furnished in accordance with this Item are subsidiary to Electrical Facilities and shall be subsidiary to the lump sum price bid for Electrical Facilities, and no other compensation will be allowed. 4. Conduit Boxes, when no bid item for Electrical Facilities exists a. Measurement 1) Measurement for this Item shall be per each Conduit Box installed per location of installation. b. Payment 1) The work performed and materials furnished in accordance to this Item shall be paid for at the unit price bid for "Conduit Box" installed. c. The price bid shall include: 1) Furnishing and installing the Conduit Box 2) Excavation 3) Furnishing, placement and compaction of backfill 4) Clean-up 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification 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 is specifically cited. 2. American National Standards Institute, Inc. (ANSI). a. ANSI C80.5, American National Standard for Electrical Rigid Aluminum Conduit (ERAC). 3. National Electrical Manufacturers Association (NEMA). a. 250, Enclosures for Electrical Equipment (1000 Volt Maximum). b. C80.1, Electrical Rigid Steel Conduit. c. TC-2, Electrical Polyvinyl Chloride (PVC) Tubing and Conduit. d. TC-3, Polyvinyl Chloride (PVC) Fittings for Use with Rigid PVC Conduit and Tubing. e. TC-7, Smooth -Walled Coilable Electrical Polyethylene Conduit. 4, National Fire Protection Association (NFPA) a. 70 — National Electrical Code (NEC). 1) Article 350, Liquidtight Flexible Metal Conduit: Type LFMC. 2) Chapter 9, Tables. S. Underwriters Laboratories (UL) a. 6, Electrical Rigid Metal Conduit Steel. b. 514B, Conduit, Tubing and Cable Fittings. c. 651, Standard for Schedule 40 and 80 Rigid PVC Conduit. B. All equipment components and completed assemblies specified in this Section of the Specifications shall bear the appropriate label of UL. 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 10 15 55 Revised December 20, 2012 26 05 33 - 3 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 3 of 12 A. Product Data 1. Submit to the City, in accordance with Division 1, the manufacturers' names and product designation or catalog numbers of all materials specified. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications 1. Manufacturers a. Refer to Specification Section 01 60 00 for listing of approved manufacturers for all materials. 1.10 DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements l . Handling: In accordance with manufacturer's instructions. 2. Storage a. In accordance with manufacturer's instructions b. Not exposed to sunlight c. Completely covered 3. Materials showing signs of previous or jobsite exposure will be rejected. 1.11 FIELD ]SITE] CONDITIONS [NOT USED] 1.12 WARRANTY A. No separate warranty on conduit. PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [ot7] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 CONDUIT A. Liquidtight Steel Flexible Metal Conduit 1. Interlocked steel core 2. PVC jacket rated for 80 degrees Celsius 3. Complies with NEC Article 350 4. Fittings 5. Extruded from 6063 T-1 alloy 6. Maximum 0.1 percent copper content 7. Conform to: a. ANSI C80.5 b. UL-6 B. Rigid Steel Conduit 1. Hot dip galvanized 2. Threads: Hot galvanized after cutting CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised December 20, 2012 260533-4 RACF,WAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 4 of 12 3. Conforms to: a. NEMA C80.1 C. Rigid PVC Schedule 80 Conduit 1. Designed for use above ground and underground as described in the NEC 2. Resistant to sunlight 3. UL Labeled 4. Conforms to: a. NEMA TC-2 b. UL 651 5. Fittings conform to: a. NEMA TC-3 b. UL 514B D. Rigid PVC Schedule 40 Conduit 1. Designed for use underground as described in the NEC 2. Resistant to sunlight 3. UL Labeled. 4. Conforms to: a. NEMA TC-2 b. UL 651 5. Fittings conform to: a. NEMA TC-3 b. UL 514B E. High Density Polyethylene (HDPE) Conduit 1. Designed for use underground as described in the NEC 2. Resistant to sunlight 3. UL Labeled 4. Conforms to: a. UL 651 A b. UL 651 B c. NEMA TC-7 F. Raceway Boxes 1. Use: Exposed raceway systems only 2. Boxes for underground systems: Refer to Section 26 05 43, 3. Box size a. Distance between each raceway entry inside the box and the opposite wall: Not be less than 6 times the trade size of the largest raceway in a row. b. Distance shall be increased for additional entries by the amount of the sum of the diameters of all other raceway entries in the same row on the same wall of the box. c. Each row calculated individually, and the single row that provides the maximum distance used to size box. 2.3 ACCESSORIES A. Conduit Outlet Bodies CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised December 20, 2012 260533-5 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 5 of 12 1. Up to and including 2-1/2 inches a. Conduit outlet bodies and covers: Galvanized steel b. Captive screw -clamp cover c. Neoprene gasket d. Stainless steel screws and clamps 2. Larger than 2-1/2 inches a. Use junction boxes. B. Conduit Hubs 1. Watertight 2. Threaded galvanized steel 3. Insulated throat 4. Stainless steel grounding screw C. Grounding Bushings 1. Insulated lay -in Iug grounding bushings 2. Tin-plated copper grounding path 3. Integrally molded noncombustible phenolic insulated surfaces rated 150 degrees Celsius 4. Plastic insert cap each bushing 5. Lug size: Sufficient to accommodate maximum ground wire size required by the NEC for the application D. Raceway Sealant 1. Use for sealing of raceway hubs, entering or terminating in boxes or enclosures where shown or specified E. Conduit Penetration Seals 1. Use for conduit wall and floor seals F. Conduit and related hardware I.' All polyvinyl chloride conduits, including elbows and couplings shall be schedule 40 PVC conduit, conforming to Federal Specification W-C-1094 and Underwriters' Laboratories, Inc. Standard UL-651 _ All conduit sizes shall be as indicated on the Drawings. 2. Rigid metal conduit shall be steel, hot -dipped galvanized inside and outside. 3. Weather heads shall be made of aluminum and may be the threaded or the clamp on type. G. Expansion/Deflection Fittings 1. Use a. Embedded in concrete b. Exposed 2. Description a. Internal grounding b. 4 inch movement c. Stainless steel/cast iron H. Expansion Fittings CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised December 20, 2012 260533-6 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 6 of 12 1. Galvanized steel 2. 8 inch movement 3. Internal grounding 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION A, interface with Other Work 1. Coordinate the placement of conduit and related components with other trades and existing installations. B. Unless shown on the Drawings or specified otherwise, the conduit type installed with respect to the location shall be as follows: 1. Underground, 18 inches or more cover: Rigid PVC Schedule 40 or HDPE 2. Underground, less than 18 inches cover: Rigid PVC Schedule 80 or HDPE 3. Exposed: Rigid galvanized steel 4. Final connection to equipment subject to vibration: Liquidtight Steel Flexible Metal Conduit C. Box Applications 1. Furnish raceway junction, pull and terminal boxes with NEMA ratings for the location in which they are installed. 2. Exposed switch, receptacle and lighting outlet boxes and conduit fittings: Galvanized steel 3. Furnish boxes with factory mounting lugs. Drilling through the back of any box or enclosure is prohibited D. Conduit Outlet Bodies Applications 1. Conduits up to and including 2-1/2 inches: Conduit outlet bodies may be used, except where junction boxes are shown or otherwise specified 2. Conduits larger than 2-1/2 inches: Use junction boxes E. Conduit Hub Applications 1. Unless specifically stated herein or described on the Drawings, all raceways shall tcrminatc at an outlet with a conduit hub. Locknut or double locknut terminations will not be permitted. F. Insulated Grounding Bushing Applications 1. Use: Terminate raceways at bottom entry to pad -mounted electrical equipment or switchgear, if there is no wall or floor pan on which to anchor or terminate the raceway. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised December 20, 2012 26 05 33 - 7 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 7 of 12 2. Other raceways: Terminate on enclosures with a conduit hub. 3. Grounding bushing caps: Remain on the bushing until the wire is ready to be pulled- G. Conduit Fittings Applications 1. Combination expansion deflection fittings: Install where conduits cross structure expansion joints, on conduit transitions from underground to above ground, and where installed in exposed conduit runs such that the distance between expansion - deflection fittings does not exceed 150 feet of conduit run. 2. Expansion fittings: Install in lieu of a combination expansion -deflection fitting, on the exposed side of conduit transitions from underground to above ground, where the earth has been disturbed to a depth of more than 10 feet. H. Conduit Penetration Seals Applications 1. Conduit wall seals: Use where underground conduits penetrate walls or at other locations shown on the Drawings 2. Conduit sealing bushings: Use to seal conduit ends exposed to the weather and at other locations shown on the Drawings I. Conduit Tag Applications 1. Tag all conduits within I foot of the entry of equipment, and wall and floor penetrations. 2. Tag all underground conduits and ducts at all locations, exiting and entering from underground, including manholes and handholes. J. Raceway Installation I. No conduit smaller than 1'/4 inch electrical trade size. 2. No more than the equivalent of 3 - 90 degree bends in any 1 run. 3. Do not pull wire until the conduit system is complete in all details. 4. Install all underground raceways in accordance with Section 26 05 43. 5. Where raceways enter or leave the raceway system, where the raceway origin of termination, could be subjected to the entry of moisture, rain or Iiquid of any type, particularly where the termination of such raceways terminate in any equipment, new or existing at a lower elevation, such raceways shall be tightly sealed, using watertight sealant (Duxseal or equal), at the higher elevation, both before and after the installation of cables, such that there shall be no entry of water or moisture to the Raceway System at any time. Any damage to new or existing equipment, due to the entrance of moisture from unsealed raceways, shall be corrected by complete replacement of such equipment, at no cost to the City. Cleaning or drying of such damaged equipment will not be acceptable. 6. Conduit supports, for other than for underground raceways: Space at intervals of 8 feet or less as required to obtain rigid construction. 7. Single conduits: Support with 1 hole pipe clamps in combination with 1 screw back plates, to raise conduits from the surface. 8. Multiple runs of conduits: Supported on trapeze type hangers with horizontal members and threaded hanger rods not less than 318 inch in diameter. 9. Surface mounted panel boxes, junction boxes, and conduit: Supported by strut to provide a minimum of 1/2 inch clearance between wall and equipment. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised December 20, 2012 260533-8 RACF.,WAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 8oF12 10. Conduit hangers: Attach to structural steel by means of beam or channel clamps. Use concrete inserts of the spot type where attached to concrete surfaces. 11. Conduits on exposed work a. Install at right angles to and parallel with the surrounding wall. b. Conform to the form of the ceiling. c. No diagonal runs. d. Provide concentric bends in parallel conduit runs. e. Install conduit perfectly straight and true. 12. Conduits terminated into enclosures: Install perpendicular to the walls where flexible liquidtight or rigid conduits are required. a. Do not use short sealtight elbow fittings for such terminations, except for connections to instrumentation transmitters where multiple penetrations are required. 13. Use insulated throat grounding bushings for conduits containing equipment grounding conductors and terminating in boxes. Connect grounding conductors to the box. 14. Install conduits using threaded fittings. Do not use running threads. 15. PVC conduit: Use glued type conduit fittings. 16. HDPE conduit: Use fittings by same manufacturer as conduit. 17. Liquidtight flexible steel conduit a. Primary and secondary of transformers b. Generator terminations c. Other equipment where vibration is present d. Connections to instrumentation transmitters, where multiple penetrations are required e. Do not use in other locations. f. Maximum length: Not greater than that of a factory manufactured long radius elbow of the conduit size being used g. Maximum bending radius: Not less than that shown in the NEC Chapter 9, Table 2, "Other Bends". h. Do not use BX or AC type prefabricated cables. 19. Conduits passing through openings in walls or floor slabs: Seat remaining openings against the passage of flame and smoke. 19. Conduit ends exposed to the weather or corrosive gases: Seal with conduit scaling bushings. 20. Raceways terminating in Control Panels or boxes containing electrical equipment a. Do not install to enter from the top of the panel or box. b. Seal with a watertight sealant: Duxseal or equal 21. Conduit a. The Contractor will be required to coordinate with all local utility companies, long distance communication companies, City utilities, railroad companies, and Dig Tess if applicable, to ascertain exact locations of conflicting underground services. b. The location of conduits and ground boxes are diagrammatic only and may be shifted by the Inspector to accommodate field conditions. c. The maximum allowable overcut shall be 1 inch (25 nun) in diameter for bores. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised December 20, 2012 260533-9 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 9 of 12 d. The vertical and horizontal tolerances shall not exceed 18 inches (457 mm) as measured from the intended target point for bores. e. The use of a pneumatically driven device for punching holes beneath the pavement (commonly known as a "missile") will not be permitted. f. Conduit installed for future use shall have a non-metallic, nylon type pull string and shall be capped using standard weather tight conduit caps, as approved by the Inspector. g. The Contractor shall place duct seal or foam at the ends of all conduit where conductors and/or cables are present. h. New Conduit 1) All underground conduit shall be schedule 40 PVC conduit. 2) All conduit or raceways above ground shall be rigid metal. 3) All conduit and fittings shall be of the sizes and types shown on the Drawings. 4) Each section of conduit shall bear evidence of approval by Underwriter's Laboratories. 5) Conduit terminating in posts or pedestal bases shall not extend vertically more than 3 inches above the concrete foundation. 6) Field bends in conduit shall have a minimum radius of 12 diameters of the nominal size of the conduit. 7) Exposed vertical conduit shall be galvanized rigid metal, and reamed and couplings made tight. PVC conduit shall be joined by the solvent --weld method in accordance with the conduit manufacturer's recommendations. 8) No reducer couplings shall be used unless'specifically indicated on the Drawings. 9) Conduit and fittings shall have burrs and rough places smoothed and shall be clean and free of obstructions before the cable is installed. 10) Field cuts shall be made with a hacksaw only, and shall be square and true so that the ends will butt or come together for the full diameter thereof. a) In no case shall a cutting torch be used to cut or join conduit. 11) Slip joints or running threads will not be permitted for coupling conduit unless approved by the Inspector. 12) When a standard coupling cannot be used, an approved union coupling shall be used and shall provide a water -tight coupling between the conduit. 13) Couplings shall be properly installed to bring their ends of connected conduit together to produce a good rigid connection througbout the entire length of the conduit run. 14) Where the coating on a rigid metal conduit run has been damaged in handling or installation, such damaged parts shall be thoroughly painted with rust preventive paint. 15) Ends of conduits shall be capped or plugged until installation of the wire is complete. 16) Upon request by the Inspector, the Contractor shall draw a full-size metal wire brush, attached by swivel joint to a pull tape, through the metal conduit to insure that the conduit is clean and free from obstructions. 17) Conduits shall be placed in an open trench at a minimum 24 inches (612 mm) depth below the curb grade in the sidewalk areas, or 18 inches (450 mm) below the finished street grade in the street area. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised December 20, 2012 260533 -10 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 10 of 12 18) Conduit placed for concrete encasement shall be secured and supported in such a manner that the alignment will not be disturbed during placement of the concrete. a) No concrete shall be placed until all of the conduit ends have been capped and all box openings closed. 19) PVC conduit, which is to be placed under existing pavement, sidewalks, and driveways, shall be placed by first providing a void through which the PVC conduit shall be inserted. a) The void may be made by boring_ b) Use of water or other fluids in connection with the boring operation will be permitted only to lubricate cuttings. c) Water jetting will not be permitted. 20) If it is determined by the Inspector that it is impractical to place the conduit by boring as outlined above due to unforeseen obstructions, written permission may be granted by the Traffic Services Manager or designee for the Contractor to cut the existing pavement. 21) Pits for boring shall not be closer than 2 feet (612 mm) to the back of the curb or the outside edge of the shoulder. a) . The boring method used shall not interfere with the operation of streets, highways, or other facilities, and shall not weaken or damage any embankment structure, or pavement. 22) Backfill - Compaction & Density Test for All Ditchlines a) All ditchlines within paving areas of existing and proposed streets and within 2 feet (600 mm) back of curb are to be mechanically tamped. b) All tamping is to be density controlled to 90 percent standard proctor density at optimum moisture content and no greater than 5 percent optimum or less than 2 percent below optimum. c) All backfill material is to be select native material, 6 inches (150 mm) diameter clods and smaller. d) It is permissible to put backfill in 6 inches to 8 inches (150 mm to 400 mm) lifts with densities being taken for each lfeet (300 mm) of compacted material on offsetting stations of 50 feet (15.9 M). 23) Provide adequately bent conduit and properly excavate so as to prevent damage to the conduit or conductor by a bend radius which is too short. 24) All conduit runs shall be continuous and of the same material (metal only or PVC only). 25) Where tying into existing conduit, the Contractor must continue with the same material (metal to metal or PVC to PVC). 26) Each length of galvanized rigid metal conduit, where used, shall be reamed and threaded on each end and couplings shall be made up tight. 27) White -lead paint or equal shall be used on threads of all joints. 28) Metal conduit and fittings shall have the burrs and rough places smoothed. 29) Where the coating on a metal conduit run has been damaged in handling or installation, such damaged parts shall be thoroughly painted with rust preventive paint. i. . Existing Conduit 1) Prior to pulling cable in existing underground conduit, the conduit shall be cleaned with a mandrel or cylindrical wire brush and blown out with compressed air. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised December 20, 2012 26 05 33 - 11 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 11 of 12 2) If conduit appears to be blocked, the Contractor shall make an attempt to clear the conduit by rodding (The Contractor will not receive extra compensation for rodding). 3) If the existing conduit cannot be used, the Contractor may be required to repair and/or replace this conduit as directed by the Engineer. a) Repair of this conduit will be paid for as "extra work" on a Change Order. 4) The Inspector shall be notified prior to disconnection or removal of any existing cable. 22. Conduits from external sources entering or leaving a multiple compartment enclosure: Stub up into the bottom horizontal wireway or other manufacturer designated area, directly below the vertical section in which the conductors are to be terminated. 23. Conduits entering from cable tray: Stub into the upper section. 24. Install conduit sealing and drain fittings in areas designated as NEMA 4X or NEMA 7. 25. Conduit identification platens a. Install on all power, instrumentation, alarm and control conduits at each end of the run and at intermediate junction boxes and manholes. b. Install conduit plates before conductors are pulled into conduits. c. Coordinate exact identification plate location with the City at the time of installation to provide uniformity of placement and ease of reading. 26. Pull mandrels through all existing conduits that will be reused and through all new conduits 2 inches in diameter and larger prior to installing conductors. 27. Install 3/16 inch polypropylene pull lines in all new conduits noted as spares or designated for future equipment. 28. Install conduit to drain away from the equipment served. If conduit drainage is not possible, use conduit seals to plug the conduits at the point of attachment to the equipment 29. Route conduits to avoid crossing pipe shafts, access hatches or vent duct openings, present or future, in floor or ceiling construction. 30. Do not use running threads. 31. Conduits passing from heated to unheated spaces, exterior spaces, refrigerated spaces, or cold air plenums: Sealed with watertight sealant: Duxseal or equal 32. Locate conduits a minimum of 3 inches from stcam or hot water piping. a. Where crossings are unavoidable, locate conduit at least I inch from the covering of the pipe crossed. 33. Conduits terminating at a cable tray a. Support independently from the cable tray. b. Provide conduit support within 1-Meet of the cable tray. c. Weight of the conduit not supported by cable tray 3.5 REPAIR 1 RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised December 20, 2012 260533-12 RACEWAYS AND BOXES FOR ELFCTRTCAI, SYSTEMS Page 12 of 12 3.8 SYSTEM STARTUP [NOT USED] 39 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED1 3.11 CLOSEOUT ACTIVITIES ]NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Na. 101555 Revised December 20, 2012 3123 16- 1 UNCLASSIFIED EXCAVATION Page 1 of 1 SECTION 3123 16 2 UNCLASSIFIED EXCAVATION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Excavate areas as shown on the Drawings or as directed. Removal of materials 7 encountered to the lines, grades, and typical sections shown on the Drawings and 8 removal from site. Excavations may include construction of 9 a. Roadways 10 b. Drainage Channels 11 c. Site Excavation 12 d. Excavation for Structures 13 e. Or any other operation involving the excavation of on -site materials 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 — General Requirements 19 3. Section 31 24 00 — Embankments 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Excavation by Plan Quantity 23 a. Measurement 24 1) Measurement for this Item shall be by the cubic yard in its final position 25 using the average end area method. Limits of measurement are shown on 26 the Drawings. 27 2) When measured by the cubic yard in its final position, this is a plans 28 quantity measurement Item. The quantity to be paid is the quantity shown 29 in the proposal, unless modified by Article 11.04 of the General 30 Conditions. Additional measurements or calculations will be made if 31 adjustments of quantities are required. 32 b. Payment 33 1) The work performed and materials furnished in accordance with this Item 34 and measured as provided under "Measurement" will be paid for at the unit 35 price bid per cubic yard of "Unclassified Excavation by Plan". No 36 additional compensation will be allowed for rock or shrinkage/swell 37 factors, as these are the Contractor's responsibility. 38 c. - The price bid shall include: 39 1) Excavation 40 2) Excavation Safety 41 3) Drying 42 , 4) Dust Control CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised January 28, 2013 312316-2 UNCLASSIFIED EXCAVATION Page 2 o f 4 1 5) Reworking or replacing the over excavated material in rock cuts 2 6) Hauling 3 7) Disposal of excess material not used elsewhere onsite 4 8) Scarification 5 9) Clcan-up 6 1.3 REFERENCES [NOT USED] 7 A. Definitions 8 1. Unclassified Excavation — Without regard to materials, all excavations shall be 9 considered unclassified and shall include all materials excavated. Any reference to 10 Rock or other materials on the Drawings or in the specifications is solely for the 11 City and the Contractor's information and is not to be taken as a classification of the 12 excavation. 13 1.4 ADMINSTRATIVE REQUIREMENTS 14 A. The Contractor will provide the City with a Disposal Letter in accordance to Division 15 01. 16 1.5 SUBMITTALS [NOT USED] 17 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 18 1.7 CLOSEOUT SUBMITTALS [NOT USED] 19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.9 QUALITY ASSURANCE 21 A. Excavation Safety 22 1. The Contractor shall be solely responsible for making all excavations in a safe 23 manner. 24 2. All excavation and related sheeting and bracing shall comply with the requirements 25 of OSHA excavation safety standards 29 CFR part 1926 and state requirements. 26 1.10 DELIVERY, STORAGE, AND HANDLING 27 A. Storage 28 1. Within Existing Rights -of -Way (ROW) 29 a. Soil may be stored within existing ROW, easements or temporary construction 30 easements, unless specifically disallowed in the Contract Documents. 31 b. Do not block drainage ways, inlets or driveways. 32 c. Provide erosion control in accordance with Section 3125 00. 33 d. When the Work is performed in active traffic areas, store materials only in 34 areas barricaded as provided in the traffic control plans. 35 e. In non -paved areas, do not store material on the root zone of any trees or in 36 landscaped areas. 37 2. Designated Storage Areas 38 a. If the Contract Documents do not allow the storage of spoils within the ROW, 39 easement or temporary construction casement, then secure and maintain an 40 adequate storage location. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised January 29, 2013 31 23 16-3 UNCLASSIFIED EXCAVATION Page 3 of 4 1 b. Provide an affidavit that rights have been secured to store the materials on 2 private property. 3 c. Provide erosion control in accordance with Section 3125 00. 4 d. Do not block drainage ways. 5 1.11 FIELD CONDITIONS 6 A. Existing Conditions 7 1. Any data which has been or may be provided on subsurface conditions is not 8 intended as a representation or warranty of accuracy or continuity between soils. It 9 is expressly understood that neither the City nor the Engineer will be responsible for 10 interpretations or conclusions drawn there from by the Contractor. 11 2. Data is made available for the convenience of the Contractor. 12 1.12 WARRANTY [NOT USED] 13 PART 2 - PRODUCTS [NOT USED] 14 2.1 OWNER -FURNISHED [NOT USED] 15 2.2 PRODUCT TYPES AND MATERIALS 16 A. Materials 17 1. Unacceptable Fill Material 18 a. In -situ soils.classified as ML, MH, PT, OL or OH in accordance with ASTM 19 D2487 20 PART 3 - EXECUTION 21 3.1 INSTALLERS [NOT USED] 22 3.2 EXAMINATION [NOT USED] 23 3.3 PREPARATION [NOT USED] 24 3.4 CONSTRUCTION 25 26 27 28 29 30 31 32 33 34 35 36 A. Accept ownership of unsuitable or excess material and dispose of material off site accordance with local, state, and federal regulations at locations. B. Excavations shall be performed in the dry, and kept free from water, snow and ice during construction with eh exception of water that is applied for dust control. C. Separate Unacceptable Fill Material from other materials, remove from the Site and properly dispose according to disposal plan. D. Maintain drainage in the excavated area to avoid damage to the roadway sections and proposed or existing structures. E. Correct any damage to the subgrade caused by weather, at no additional cost to the City. F. Shape slopes to avoid loosening material below or outside the proposed grades. Remove and dispose of slides as directed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 29, 2013 South Stayton Strcet Realignment City Project No. 101555 312316-4 UNCLASSIFIED EXCAVATION Page 4 of 4 l G. Rock Cuts 2 1. Excavate to finish grades. 3 2. In the event of over excavation due to contractor error below the lines and grades 4 established in the Drawings, use approved embankment material compacted in 5 accordance with Section 31 24 00 to replace the over excavated at no additional cost 6 to City. 7 H. Earth Cuts 8 1. Excavate to finish subgrade 9 2. In the event of over excavation due to contractor error below the lines and grades 10 established in the Drawings, use approved embankment material compacted in 11 accordance with Section 3124 00 to replace the over excavated at no additional cost 12 to City. 13 3. Manipulate and compact subgrade in accordance with Section 3 l 24 00. 14 3.5 REPAIR [NOT USED] 15 3.6 RE -INSTALLATION [NOT USED] 16 3.7 FIELD QUALITY CONTROL 17 A. Subgrade Tolerances 18 1. Excavate to within 0.1 foot in all directions. 19 2. In areas of over excavation, Contractor provides fill material approved by the City at 20 no expense to the City. 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE [NOT USED] 27 3.14 ATTACHMENTS [NOT USED] 28 29 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2 - Measurement and Payment Section modified; Blue Text added for clarification 1 /28113 D. Johnson 1.2 — Modified Bid Item names in payment section to differentiate between Payment Methods on bid list. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised January 28, 2013 312400-1 EMBANKMENTS Page 1 of 1 ' SECTION 3124 00 2 EMBANKMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Transporting and placement of Acceptable Fill Material within the boundaries of 7 the Site for construction of- 8 a. Roadways 9 b. Embankments 10 c. Drainage Channels 11 d. Site Grading 12 e. Any other operation involving the placement of on -site materials 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 — General Requirements 18 3. Section 3123 16 — Unclassified Excavation 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Embankments by Plan Quantity 22 a. Measurement 23 1) Measurement for this Item shall be by the cubic yard in its final position 24 using the average end area method. Limits of measurement are shown on 25 the Drawings. 26 2) When measured by the cubic yard in its final position, this is a plans 27 quantity measurement Item. The quantity to be paid is the quantity shown 28 in the proposal, unless modified by Article 11.04 of the General 29 Conditions. Additional measurements or calculations will be made if 30 adjustments of quantities are required. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 and measured as provided under "Measurement" will be paid for at the unit 34 price bid per cubic yard of "Embankment by Plan". No additional 35 compensation will be allowed for rock or shrinkage/swell factors, as these 36 are the Contractor's responsibility. 37 c. The price bid shall include: 38 1) Transporting or hauling material 39 2) Placing, compacting, and finishing Embankment 40 3) Construction Water 41 4) Dust Control CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised January 28, 2013 312400-2 EMBANKMENTS Page 2 of 9 1 5) Clean-up 2 6) Proof Rolling 3 7) Disposal of excess materials 4 8) Reworking or replacement of undercut material 5 1.3 REFERENCES 6 A. Reference Standards 7 1. Reference standards cited in this specification refer to the current reference standard 8 published at the time of the latest revision date logged at the end of this 9 specification, unless a date is specifically cited. 10 2. ASTM Standards 11 a. ASTM D4318-10, Test Procedure for Determining Liquid Limit, Plastic Limit, 12 and Plasticity Index of Soils 13 b. ASTM D4943-08, Standard Test Method for Shrinkage Factors of Soils by the 14 Wax Method 15' c. ASTM D698-07cl, Standard Test Methods for Laboratory Compaction 16 Characteristics of Soil Using Standard Effort 17 d. ASTM D1557-09, Standard Test Methods for Laboratory Compaction 18 Characteristics of Soil Using Modified Effort 19 e. ASTM D73 82-08, Standard Test for Determination of Maximum Dry Unit 20 Weight and Water Content Range for Effective Compaction of Granular Soils 21 Using a Vibrating Hammer 22 f. ASTM D1556-07, Standard Test for Density and Unit Weight of Soil In -Place 23 by the Sand Cone Method 24 1.4 ADMINSTRATIVE REQUIREMENTS 25 A. Sequencing 26 1. Sequence work such that calls of proctors are complete in accordance with ASTM 27 D698 prior to commencement of construction activities. 28 1.5 SUBMITTALS 29 A. Submittals shall be in accordance with Section 01 33 00. 30 B. All submittals shall be approved by the City prior to construction 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 32 A. Shop Drawings 33 1. Stockpiled material 34 a. Provide a description of the storage of the excavated material only if the 35 Contract Documents do not allow storage of materials in the right-of-way or the 36 easement CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised January 28, 2013 312400-3 EMBANKMENTS Page 3 of 9 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED] 4 1.10 DELIVERY, STORAGE, AND HANDLING 5 A. Storage 6 1. Within Existing Rights -of -Way (ROW) 7 a. Soil may be stored within existing ROW, easements or temporary construction 8 easements, unless specifically disallowed in the Contract Documents. 9 b. Do not block drainage ways, inlets or driveways. 10 c. Provide erosion control in accordance with Section 31 25 00. 11 d. When the Work is performed in active traffic areas, store materials only in 12 areas barricaded as provided in the traffic control plans. 13 e. In non -paved areas, do not store material on the root zone of any trees or in 14 landscaped areas. 15 2. Designated Storage Areas 16 a. If the Contract Documents do not allow the storage within the ROW, easement 17 or temporary construction easement, then secure and maintain an adequate 18 storage location. 19 b. Provide an affidavit that rights have been secured to store the materials on 20 private property. 21 c. Provide erosion control in accordance with Section 3125 00. 22 d. Do not block drainage ways. 23 1.11 FIELD CONDITIONS 24 A. Existing Conditions 25 1. Any data which has been or may be provided on subsurface conditions is not 26 intended as a representation or warranty of accuracy or continuity between soils. It 27 is expressly understood that neither the City nor the Engineer will be responsible 28 for interpretations or conclusions drawn there from by the Contractor. 29 2. Data is made available for the convenience of the Contractor. 30 1.12 WARRANTY [NOT USED] 31 PART 2 - PRODUCTS 32 2.1 OWNER -FURNISHED [NOT USED] 33 2.2 PRODUCT TYPES AND MATERIALS 34 A. Materials 35 1. Acceptable Fill Material 36 a. In -situ or imported soils classified as CL, CH, SC or GC in accordance with 37 ASTM D2487 38 b. Free from deleterious materials, boulders over 6 inches in size and organics 39 c. Can be placed free from voids CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised January 28, 2013 312400-4 EMBANKMENTS Page 4 of 9 1 d. Must have 20 percent passing the number 200 sieve 2 2. Blended Fill Material 3 a. In -situ soils classified as GW, GP, GM, SW, SP, or SM in accordance with 4 ASTM D2487 5 b. Blended with in -situ or imported acceptable backfill material to meet the 6 requirements of an Acceptable Backfill Material 7 c. Free from deleterious materials, boulders over 6 inches in size and organics 8 d. Must have 20 percent passing the number 200 sieve 9 3. Unacceptable Fill Material 10 a. In -situ soils classified as ML, MH, PT, OL or OH in accordance with ASTM 11 D2497 12 4. Select Fill 13 a. Classified as SC or CL in accordance with ASTM D2487 14 b. Liquid limit less than 35 15 c. Plasticity index between 8 and 20 16 2.3 ASSEMBLY OR FABRICATION TOLERANCES [NOT USED] 17 2.4 ACCESSORIES [NOT USEDI 18 2.5 SOURCE QUALITY CONTROL [NOT USED] 19 PART 3 — EXECUTION 20 3.1 INSTALLERS [NOT USED] 21 3.2 EXAMINATION [NOT USED] a 22 3.3 PREPARATION 23 A. Protection of In -Place Conditions 24 1. Pavement 25 a. Conduct activities in such a way that does not damage existing pavement that is 26 designated to remain. 27 b. Repair or replace any pavement damaged due to the negligence of the 28 contractor outside the limits designated for pavement removal at no additional 29 cost 30 2. Trees 31 a. When operating outside of existing ROW, stake permanent and temporary 32 construction easements. 33 b. Restrict all construction activities to the designated easements and ROW. 34 c. Flag and protect all trees designated to remain in accordance with Section 31 10 35 00. 36 d. Conduct embankments in a manner such that there is no damage to the tree 37 canopy. 38 e. Prune or trim tree limbs as specifically allowed by the Drawings or as 39 specifically allowed by the City. 40 1) Pruning or trimming may only be accomplished with equipment 41 specifically designed for tree pruning or trimming. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised January 28, 2013 312400-5 EMBANKMENTS Page 5 of 9 1 3. Above ground Structures 2 a. Protect all above ground structures adjacent to the construction. 3 4. Traffic 4 a. Maintain existing traffic, except as modified by the traffic control plan, and in 5 accordance with Section 34 71 13. 6 b. Do not block access to driveways or alleys for extended periods of time unless: 7 1) Alternative access has been provided 8 2) Proper notification has been provided to the property owner or resident 9 3) It is specifically allowed in the traffic control plan 10 3.4 INSTALLATION 11 A. Embankments General 12 1. Placing and. Compacting Embankment Material 13 a. Perform fill operation in an orderly and systematic manner using equipment in 14 proper sequence to meet the compaction requirements 15 b. Scarify and loosen the unpaved surface areas, except rock, to a depth of at least 16 6 inches, unless otherwise shown on the Drawings 17 c. Place fill on surfaces free from trees, stumps, roots, vegetation, or other 18 deleterious materials 19 d. Bench slopes before placing material. 20 e. Begin filling in the lowest section or the toe of the work area 21 f When fill is placed directly or upon older fill, remove debris and any loose 22 material and proof roll existing surface. 23 g. After spreading the loose lifts to the required thickness and adjusting its 24 moisture content as necessary, simultaneously recompact scarified material 25 with the placed embankment material. 26 h. Roll with sufficient number passes to achieve the minimum required 27 compaction. 28 i. Provide water sprinkled as necessary to achieve required moisture levels for 29 specified compaction 30 j. Do not add additional lifts until the entire previous lift is properly compacted. 31 2. Surface Water Control 32 a. Grade surface horizontally but provide with sufficient longitudinal and 33 transverse slope to allow for runoff of surface water from every point. 34 b. Conduct fills so that no obstruction to drainage from any other sections of fill is 35 created. 36 c. Install temporary dewatering sumps in low areas during filling where excess 37 amounts of runoff collect. 38 d. Compact uniformly throughout. Keep surfaces of fill reasonably smooth and 39 free from humps and hollows that would prevent proper uniform compaction. 40 e. Do not place fill during or shortly after rain events which prevent proper work 41 placement of the material and compaction 42 f. Prior to resuming compaction operations, remove muddy material off the 43 surface to expose firm and compacted materials 44 B. Embankments for Roads 45 1. Only Acceptable Fill Material will be allowed for roadways CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised January 28, 2013 312400-6 EMBANKMENTS Page 6 of 9 1 2. Embankments for roadbeds shall be constructed in layers approximately parallel to 2 the finished grade of the street 3 3. Construct generally to conform to the cross section of the subgrade section as 4 shown in the Drawings. 5 4. Establish grade and shape to the typical sections shown on the Drawings 6 5. Maintain finished sections of embankment to the grade and compaction 7 requirements until the project is accepted. 8 C. Earth Embankments 9 1. Earth embankment is mainly composed of material other than rock. Construct 10 embankments in successive layers, evenly distributing materials in lengths suited 11 for sprinkling and rolling. 12 2. Rock or Concrete 13 a. Obtain approval from the City prior to incorporating rock and broken concrete 14 produced by the construction project in the lower layers of the embankment. 15 b. No Rock or Concrete will be permitted in embankments in any location where 16 future utilities are anticipated. 17 e. When the size of approved rock or broken concrete exceeds the layer thickness 18 place the rock and concrete outside the limits of the proposed structure or 19 pavement. Cut and remove all exposed reinforcing steel from the broken 20 concrete. 21 3. Move the material dumped in piles or windrows by blading or by similar methods 22 and incorporate it into uniform layers. 23 4. Featheredge or mix abutting layers of dissimilar material for at least 100 feet to 24 ensure there are no abrupt changes in the material. 25 5. Break down clods or lumps of material and mix embankment until a uniform 26 material is attained. 27 D. Rock Embankments 28 1. Rock embankment is mainly composed of rock. 29 2. Rock Embankments for roadways are only allowed when specifically designated on 30 the Drawings. 31 3. Construct rock embankments in successive layers for the full width of the roadway 32 cross-section with a depth of 18-inches or less. 33 4. The layer depth for large rock sizes shall not exceed a depth of 18-inches in any 34 case. Fill voids created by the large stone matrix with smaller stones during the 35 placement and filling operations. 36 5. Ensure the depth of the embankment layer is greater than the maximum. dimension 37 of any rock. 38 6. Do not place rock greater than 18-inches in its maximum dimension. 39 7. Construct the final layer with graded material so that the density and uniformity is 40 in accordance compaction requirements. 41 8. The upper or final layer of rock embankments shall contain no material larger than 42 4 inches in their maximum dimension. 43 E. Density CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised January 28, 2013 312400-7 EMBANKMENTS Page 7 of 9 1 1. Compact each layer until the maximum dry density as determined by ASTM D698 2 is achieved. 3 a. Not Under Roadway or Structure: 4 1) areas to be compacted in the open, not beneath any structure, pavement, 5 flatwork, or is a minimum of 1 foot outside of the edge of any structure, 6 edge of pavement, or back of curb. 7 a) Compact each layer to a minimum of 90 percent Standard Proctor 8 Density. 9 b. Embankments under future paving: 10 1) Compact each layer to a minimum of 95 percent standard proctor density 1 1 with a moisture content not to exceed +4 percent or -2 percent of optimum 12 moisture or as indicated on the Drawings 13 c. Embankments under structures: I4 1) Compacted each layer as indicated on the Drawings 15 F. Maintenance of Moisture and Reworking 16 1. Maintain the density and moisture content once all requirements are met. 17 2. For soils with a PI greater than 15, maintain the moisture content no lower than 4 18 percentage points below optimum. 19 3. Rework the material to obtain the specified compaction when the material loses the 20 required stability, density, moisture, or finish. 21 4. Altcr the compaction methods and procedures on subsequent work to obtain 22 specified density as directed by the City. 23 3.5 REPAIR [NOT USED] 24 3.6 RE -INSTALLATION [NOT USED] 25 3.7 FIELD QUAILITY CONTROL 26 A. Field Tests and Inspections 27 1. Proctors 28 a. The City will perform Proctors in accordance with ASTM D698. 29 b. Test results will generally be available to within 4 calendar days and distributed 30 to: 31 1) Contractor 32 2) City Project Manager 33 3) City Inspector 34 4) Engineer 35 c. Notify the City if the characteristic of the soil changes. 36 d. City will perform new proctors for varying soils: 37 1) When indicated in the geotechnical investigation in the Appendix 38 2) If notified by the Contractor 39 3) At the convenience of the City 40 e. Embankments where different soil types are present and are blended, the 41 proctors shall be based on the mixture of those soils. 42 2. Proof Rolling 43 a. Embankments under Future Pavement 44 1) City Project Representative must be on -site during proof rolling operations. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised January 28, 2013 1 2 3 4 5 6 7 8 9 1Q 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 312400-8 EMBANKMENTS Page 8 of 9 2) Use equipment that will apply sufficient load to identify soft spots that rut or pump. a) Acceptable equipment includes fully loaded single -axle water truck with a 1500 gallon capacity. 3) Make at least 2 passes with the proof roller (down and back = 1 pass). 4) Offset each trip by at most 1 tire width. 5) If an unstable or non -uniform area. is found, correct the area. 6) Correct a) Soft spots that rut or pump greater than 3/4 inch. b) Areas that are unstable or non -uniform 7) If a non -uniform area is found then correct the area. b. Embankments Not Under Future Paving 1) No Proof Rolling is required. 3. Density Testing of Embankments a. Density Test shall be in conformance with ASTM D2922. b. For Embankments under future pavement: 1) The City will perform density testing twice per working day when compaction operations are being conducted. 2) The testing lab shall take a minimum of 3 density tests, but the number of test shall be appropriate for the area being compacted. 3) Testing shall be representative of the current lift being compacted. 4) Special attention should be placed on edge conditions. c. For Embankments not under future pavement or structures: 1) The City will perform density testing once working day when compaction operations are being conducted. 2) The testing lab shall take a minimum of 3 density tests. 3) Testing shall be representative of the current lift being compacted. d. Make the area where the embankment is being placed available for testing. e. The City will determine the location of the test. f. The City testing lab will provide results to Contractor and the City's Inspector upon completion of the testing. g. A formal report will be posted to the City's Buzzsaw site within 48 hours. h. Test reports shall include: 1) Location of test by station number 2) Time and date of test 3) Depth of testing 4) Field moisture 5) Dry density 6) Proctor identifier 7) Percent Proctor Density B. Non -Conforming Work 1. All non -conforming work shall be removed and replaced. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 28, 2013 South Stayton Street Realignment City Project No. 101555 312400-9 F,MBANKMFNTS Page 9 of 9 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 9 10 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.2 — Added possible measurement and payment procedures and Blue 12/20/2012 D. Johnson text for instructions on how the methods should be applied 2.2.2.a added GW and SW material classifications 1.2 — Modified Bid Itcm names in payment sectionr to differentiate 1128/13 D. Johnson between Payment Methods on bid list. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised January 28, 2013 34 41 30 - 1 ALUMINUM SIGNS AND SIGN POSTS Page 1 of 9 SECTION 34 4130 ALUMINUM SIGNS AND SIGN POSTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Aluminum signs installed on mast arms, signal poles, or steel posts. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Furnishing and Installing Mast Arm or Signal Pole Mounted Aluminum Signs a. Measurement 1) Measurement for this Item shall be per each sign installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price -bid per each "Furnish/Install Alum Sign Mast Arm Mount" installed for: a) Various types c. The price bid shall include: 1) Fabricating the aluminum sign 2) Treatment of sign panels required before application of background materials 3) Application of the background .materials and messages to the sign panels 4) Furnishing and fabricating frames, windbeams, stiffeners, or required joint backing strips 5) Furnishing bolts, rivets, screws, fasteners, clamps, brackets, and sign support connections 6) Assembling and erecting the signs 7) Preparing and cleaning the signs 2. Installing Mast Arm or Signal/Street Light Pole Mounted Aluminum Signs a. Measurement 1) Measurement for this Item shall be per each sign installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid for each "Install Alum Sign Mast Arm Mount" installed. c. The price bid shall include: 1) Installing each Aluminum Sign CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised November 12, 2013 3441 30 - 2 ALUMINUM SIGNS AND SIGN POSTS Page 2 of 9 2) Furnishing and fabricating frames, windbeams, stiffeners, or required joint backing strips 3) Furnishing bolts, rivets, screws, fasteners, clamps, brackets, and sign support connections 4) Assembling and erecting the signs 5) Preparing and cleaning the signs 3. Furnishing and Installing Ground Mounted Aluminum Sign and Post Assemblies a. Measurement 1) Measurement for this Item shall be per each assembly furnished and installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid for each "Furnish/Install Alum Sign Ground Mount" installed for: a) Various types c. The price bid shall include: 1) Fabrication of signs and posts 2) Treatment of sign panels required before application of background materials 3) Application of the background materials and messages to the sign panels 4) Scheduling utility line locates 5) Furnishing and fabricating frames, windbeams, stiffeners, or required joint backing strips b) Furnishing bolts, rivets, screws, fasteners, clamps, brackets, and sign support connections 7) Assembling and erecting the signs and posts 8) Preparing and cleaning the signs 4. Installing Ground Mounted Aluminum Sign and Post Assemblies a. Measurement 1) Measurement for this Item shall be per each assembly installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid for each "Install Alum Sign Ground Mount" installed. c. The price bid shall include: 1) Scheduling utility line locates 2) Assembling and erecting the signs and posts 3) Preparing and cleaning the signs S. Furnishing and Installing Aluminum Signs Mounted on Existing Poles a. Measurement 1) Measurement for this Item shall be per each sign famished and installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Furnish/Install Alum Sign Ex. Pole Mount" furnished and installed. c. The price bid shall include: 1) Furnishing and installing the aluminum sign 2) Famishing and fabricating frames, windbeams, stiffeners, or required joint backing strips CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised November 12, 2013 344130-3 ALUMINUM SIGNS AND SIGN POSTS Page 3 oF9 3) Furnishing bolts, rivets, screws, fasteners, clamps, brackets, and sign support connections 4) Assembling and erecting the signs 5) Preparing and cleaning the signs 6. Installing Aluminum Signs Mounted on Existing Poles a. Measurement 1) Measurement for this Item shall be per each sign installed. b. Payment 1) The work performed and materials fiunished in accordance with this Item shall be paid for at the unit price bid per each "Install Alum Sign Ex. Pole Mount" installed. c. The price bid shall include: 1) Fabricating the aluminum sign 2) Furnishing and fabricating frames, windbcams, stiffeners, or required joint backing strips 3) Furnishing bolts, rivets, screws, fasteners, clamps, brackets, and sign support connections 4) Assembling and erecting the signs 5) Preparing and cleaning the signs 7. Removal of Signs a. Measurement 1) Measurement for this Item shall be per each sign panel removed, each sign panel and post removed, and each sign panel and post removed and reinstalled. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Remove Sign" for: a) Various types b) Various configurations c. The price bid shall include: 1) Removal of sign panel and post 2) Removal of sign panel 3) Backfill 4) Excavation 5) Returning materials to the City as specified in the plans 6) Cleaning sign panel if sign is to be reinstalled 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification 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 is specifically cited. 2. American Standard Testing Materials (ASTM) a. ASTM B209-07— "Standard Specification for Aluminum and Aluminum -Alloy Sheet and Plate". b. ASTM D4956 09c 1 —"Standard Specification for Retroreflective Sheeting for Traffic Control". CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised November 12, 2013 34 41 30 - 4 ALUMINUM SIGNS AND SIGN POSTS Page 4 of 9 c. ASTM A 1011 / A 1011- 10 "Standard Specification for Steel, Sheet and Strip, Hot -Rolled, Carbon, Structural, High -Strength Low -Alloy, High -Strength Low - Alloy with Improved Formability, and Ultra -High Strength". d. ASTM B 117-09 — "Standard Practice for Operating Salt Spray (Fog) Apparatus". e. AASHTO M 120-09 — "Standard Specification for Zinc". 3. Texas Manual on Uniform Traffic Control Devices 4. Item 644, Small Roadside Sign Supports and Assemblies, Texas Department of Transportation, Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges. 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00. B. All submittals shall be approved by the City prior to delivery and/or fabrication for specials. 1.6 ACTION SUB_VIITTALS/INFORMATIONAL SUBMITTALS A. Shop Drawings 1. Submit 5 sets of sign shop drawings to City Traffic Services Department for approval prior to fabrication. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING A. Delivery and Acceptance Requirements 1. Signs and parts shall be properly protected so that no damage or deterioration occurs during a prolonged delay from the time of shipment until installation. 2. The Contractor shall secure and maintain a location to store the material in accordance with Section 01 50 00. B. Storage and Handling 1. Ship, handle, and store completed sign blanks and completed signs so that corners, edges, and faces are not damaged. 2. Damage to the sign face that is not visible when viewed at a distance of 50 feet, night and day, will be acceptable. 3. Replace unacceptable signs. 4. Store all finished signs off the ground and in a vertical position until erected. 5. Store finished signs 60 inches x 60 inches or smaller in a weatherproof building. 6.. Larger signs may be stored outside. CITY OF FORT WORTH South Slayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised November 12, 2013 344130-5 ALUMINUM SIGNS AND SIGN POSTS Page 5 of 9 1.11 FIELD ISITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 PRODUCTS TO BE PURCHASED FROM THE CITY A. Refer to Drawings and Contract Documents to determine if any Items are to be purchased from the City and installed by the Contractor. B. Items eligible for purchase from the City include: 1. Aluminum Signs 2.2 MATERIALS A. Manufacturers 1. Only the manufacturers as listed in the City's Standard Products List will be considered as shown in Section 0160 00. a. The manufacturer must comply with this Specification and related Sections 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 0125 00. B. Sign blanks 1. Sign blanks shall be new, unweathered, milled, rolled and finished aluminum alloy meeting Specifications for 5052H38 as outlined in ASTM B 209 — 02a. 2. Sign blanks shall be free of buckle, crevice, warp, dent, cockles, burrs, corrosion, dirt, grease, oil, white rust, fingerprints and/or other irregularities. 3. Sign blanks shall be degreased and etched according to industry standards and shall have an alodined finish applied per MIL-05541 Class IA. 4. The thickness of each sign blank shall be uniform throughout. C. Sign sheeting Acrylic overlay film a. This film shall be applied to Type 1, Type II, Type IV, Type IX, and other retroreflective sheeting for permanent signing. b. The film shall be equal to or better than 3M Scotchlite ElectroCut Film Series 1170. c. Film shall be: 1) Durable 2) Transparent 3) Acrylic 4) Electronic-cuttable 5) Coated with a transparent, pressure sensitive adhesive 6) Have a removable synthetic liner -- paper liner is not acceptable d. Film colors can include yellow, green, blue, brown, red, and orange. 2. Non -reflective vinyl film a. This film shall be applied to Type W, Type XI (DG3) retroreflective sheeting for permanent signing. The film shall be equal to or better than 3M Scotchcal ElectroCut Film Series 7725. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised November 12, 2013 34 41 30 - 6 ALUMINUM SIGNS AND SIGN POSTS Page 6 of 9 b. Film shall be: 1) Durable 2) 2 mil opaque cast vinyl 3) Coated with a transparent, pressure -sensitive adhesive 4) Have a removable synthetic liner — paper line is not acceptable c. Film colors can include yellow, green, blue, brown, red, and orange. 3. High intensity prismatic retroreflective sheeting with adhesive backing shall: a. Be combined with other components for permanent signing b. Typically be an unmetallized microprismatic lens retroreflective element material c. Have a smooth outer surface that essentially has the property of the retrorefleetor over its entire surface 1) The adhesive backing shall be pressure -sensitive, require no heat, solvent or other preparation for the adhesion to smooth, clean surfaces. d. Be equal to or better than 3M Serics 3930 e. Be of colors including white, yellow, green, red, blue, and brown 4. Super -high efficiency full cube retroreflective sheeting with pressure sensitive adhesive shall: a. Be combined with other components for permanent signing b. Be a super -high efficiency, full cube retroreflective sheeting having the highest retroreflectivity characteristics at medium and short road distances. c. Typically be a microprismatic retroreflective element material d. Have a smooth outer surface that essentially has the property of rctrorcflector over its entire surface 1) The adhesive backing shall be pressure -sensitive, require no heat, solvent or other preparation for adhesion to smooth, clean surfaces. e. Be equal to or better than 3M Series 4000 £ Be of colors including white, yellow, green, red, blue, brown, fluorescent yellow, fluorescent yellow green, and fluorescent orange D. Telescoping Steel Sign Post 1. Posts and anchors shall conform to the Standard Specifications for Hot Rolled Carbon Sheet Steel, Structural Quality ASTM designation A1011 / A1011- 10. 2. Posts and anchors shall carry minimum certifiable 60,000 psi yield strength. 3. All posts and anchors shall be manufactured from raw steel, formed and welded on the corner prior to receiving a triple coat protection of inline hot -dipped, galvanized zinc per AASHTO M-120-08 (0.8 ounces per square foot) followed by a chromate conversion coating and a cross -linked polyurethane acrylic exterior coating. 4. The interior shall receive a double coat of zinc based organic coating, tested in accordance with ASTM B-117-09. E. Hardware 1. Use galvanized steel, stainless steel, or dichromate -sealed aluminum for bolts, nuts, washers, lock washers, screws, and other sign assembly hardware. 2. Use plastic or nylon washers to avoid tearing the reflective sheeting. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised November 12, 2013 34 4I 30 - 7 ALUMINUM SIGNS AND SIGN POSTS Page 7 of 9 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 FABRICATION A. Sign blanks 1. Furnish sign blanks to the sizes and shapes shown on the Drawings and that are free of buckles, warps, burrs, dents, cockles, or other defects. 2. Do not splice individual extruded aluminum panel. 3. Complete the fabrication of sign blanks, including the cutting and drilling or punching of holes, before cleaning and degreasing. 4. After cleaning and degreasing, ensure that the substrate does not come into contact with grease, oils, or other contaminants before the application of the reflective sheeting- B. Sign sheeting 1. Use reflective sheeting from the same manufacturer for the entire face of a sign. 2. Apply sheeting to sign blanks in conformance with the recommended procedures of the sheeting manufacturer. 3. Clean and prepare the outside surface of extruded aluminum flanges in the same manner as the sign parcel face. 4. Minimize the number of splices in the sheeting. 5. Overlap the lap -splices by at least 1/4 inch. 6. Provide a 1-foot minimum dimension for any piece of sheeting. 7. Do not splice sheeting for signs fabricated with transparent screen inks or colored transparent films. C. Sign messages 1. Fabricate sign messages to the sizes, types, and colors shown on the Drawings. 2. Use sign message material from the same manufacturer for the entire message of a sign. 3. Ensure that the screened messages have clean, sharp edges and exhibit uniform color and reflectivity. 4. ,Prevent runs, sags, and voids. D. Telescoping steel sign posts 1. Permissible variation in straightness is 1/16 inch in 3 feet. 2. Tolerances are on the outside size. CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised November I2, 20t3 3441 30 - 8 ALUMINUM SIGNS AND SIGN POSTS Page 8 of 9 Measurements for outside dimensions shall be made at least 2 inches from end of tube. Nominal Outside Dimensions inches Outside Tolerance at all Side Corners inches 1 %2 X 1 '/z +0.006 1 3/a X 1 3/4 t0.008 2 X 2 ±0.008 2'/4X2'A +0.010 2%X2'/Z +0.010 3. Permissible variation in wall thickness is plus 0.011 inches, minus 0.008 inches. 4. Measured in the center of the flat side tolerance is f 0.01 inch applied to the specific size determined at the corner. 5. Squareness of Sides and Twist Nominal Squareness Twist Permissible in 3 Outside Dimensions Tolerance inches Lengths (inches) (inches) inches 1 % X 1 '/z ±0,009 0.050 1 % X 1 3/4 �L0.010 0.062 2 X 2 ±0.012 0.062 2 'A X 2 'A f0.014 0.062 2 '/2 X 2 '/2 ±0.015 0.075 6. All top posts must be capable of fracturing at the point of connection with a single anchor, when impacted, in such a manner that the piece inside of the anchor can be removed so as to allow the anchor to receive a new top post. 7. The shape of all posts and anchors shall be square and straight with smooth tubing welded in one corner with a tolerance that permits telescoping of the next larger or small size, in '/4-inch increments. 8. All anchors shall be 12 gauge with holes that are fully perforated 7/16-ineh diameter on 1-inch centers for at least the top 4 inches of the anchor while being truly aligned in the center of the section. CITY OF FORT WORTH South Stayton Street Realignmcnt STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised November 12, 2013 3441 30 - 9 ALUMINUM SIGNS AND SIGN POSTS Page 9 of 9 9. All top posts shall be 14 gauge with holes that are die embossed knockouts on I - inch centers for the entire length of the post and truly aligned in the center of section. 3.5 REPAIR / RESTORATION [NOT USEDI 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD loR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING INOT USED] 3.10 CLEANING A. Wash completed signs with a biodegradable cleaning solution acceptable to the manufacturers of the sheeting, colored transparent film, and screen ink to remove grease, oil, dirt, smears, streaks, finger marks, and other foreign material. B. Wash again before final inspection after erection. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 11/22/13 S. Arnold Changes to vinyl film, added sign removal bid item CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised November 12, 2013 APPENDIX GC-4.01 Availability of Lands GC-4.04 Underground Facilities (Test hole information) GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project -No. 101555 Revised July 1, 2011 GC©4o01 Availability of Lands THIS PAGE CLEFT INTENTIONALLY BLANK CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 101555 Revised July 1, 2011 %'X®4®®4 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH South Slayton Street Rcalignmcnt STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 #(// \®rE 101 E r - / Rill U '� �� f 2 � c ww « � 2 O Q m| ƒ � 0 of n 0 0 � m � ( f CA � }o<@! MFF\ § , �� I G { } _!� GC-6e®6a1) Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLAND CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011 FORTWORTH City of Fort Worth Minority Business Enterprise Specifications SPECIAL, INSTRUCTIONS FOR OFFERORS APPLICATION OFF POLICY If the total dollar value of the contract Is $50,000 or more, then a MSS! subcontracting goal is applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance applies to this bid. The City's MBE goal on this project is 122 M13E PROJECT GOALS % of the base bid value of the contract - Note. If both MBE and SSE subcontracting goals are established for this project, then an Offeror must submit both a MSE Utilization Form and a 5BE Utilization Form to be deemed responsive. COMPLIANCE TO WD SPECIFICATIONS On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 9. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or, 3. Good Faith Effort documentation, or; 4. Prime Waiver documentation. SUBMITTAL. OF REQUIRED DOCUMENTATION The applicable documents mu t be received by the Purchasing Division, within the following times allocated, in order for the entire bid to be considered responsive to the specifications, The 0Iferr:r shall dk2HvE�i Ih, I'ABE documaiilat�cs1 in purson tD the apptoprrale ample}gee of the p�irchas+nq divt5ion and obtaw a JAL-I1irrm taceipt Sucli ratteipl shall be evidence that the .City receF,�ed the do"++rt!er.?lalion Jn the time allocated A faxed andlar emalled copy will not be accepted i. Subconhmctor Utilization Form, if goal is received no later than 2:00 p.m., on the second City business day met or exceeded: after the bid o enin date, exclusive of the bid opening date, 2. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if participation is less than after the laid opening date, exclusive of the bid opening date. statedgoal: 3. mood Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if no MBE participation: after the bid opening date, exclusive of the bid opening date.____ 4. Prime Contractor Waiver Form, if you will received no later than 2:00 p.m., on the second City business day erform all subcontract! n /su lier work: after the bid opening date, exclusive of the bid opening date. S. Joint Venture Form, if goal is met or received no later than 2:00 p.m., on the second City business day exceeded: after the bid opening date, exclusive of the bid 2Eening date. FAILURE TO COMPLY fs+9,fITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE TO SPECIFICATIONS. FAILURE TO SUBMIT THE REQUIRED MOO. DOCUMENTATION WILL. RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE. A SECOND FAILURE WILL RESULT IN TH15 OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. THREE FAILURES IN A FIRE YEAR PERIOD WILL RESULT IN A DISQUALIFICATION PERIOD OF THREE YEARS. Any questions, please contact the MIWBlE Office at (817) 297-2614. Rev. 211Of] 5 FORT WORTH City ®t Fort Worth Minority Business Enterprise MBE Subcontractors/Suppliers Utilization _Form 2L, Construction, L.L.C. South Slayton Street Real Realignment City's 146- P-Foie ct Goal: I Ofteroes MBE Project commitment: 12 ATTACHMENT 1A Page 1 of A __Offeror _ ivINVIOBE 1 .1 NON-MrYt ME 611112020 101555 Identify L11 subcontractorsisuppliers you will use. on this project Failure to complete this form, in its entirety with requested documentation, and received by the Purchasing Division no later than 2:00 p.m. on the second City business day aft6r bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or Knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non -responsive to bid specifications. MBEs listed toward meeting the project goal must be located In the sips (6) county marketplace at the time of bid or the business has a Significant Business Presence In the Marketplace, Marketplace is the geographic area of 'Truant, Dallas. Denton, Johnson. Parker, and Wise countries. Prime contractors must identify by tier level of all subcontractorsisuppliers. Tier: means the level of subcontracting below the prune contractor/consultant Le, a direct payment from the prime contractor to a subcontractor is considered Vt tier, a payment by a subcontractor to its supplier is considered 2"" tier. The prime contractor is responsible to provide proof of payment of all tiered subcontractors identified as a MBE and counting those dollars towards muting the contract committed goal. ALL MBEs MUST BE CERTIFIED 115r..,F RE COMTRACT AWARD. Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) or other certifying agencies that the City may deem appropriate and accepted by the City of Fort Worth. If hauling services are utilized, the Offeror will be given credit as long as the M13E listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from another MBE firm, including MBE owner -operated, and receive full MBE credit. - The MBE may lease trucks from non -MBEs,_ including owner -operated, but will only receive credit for the fees and commissions earned bathe MBE as outlined in the lease agreement. Rev. 2110115 NORT NORTH ATTACHMENT 1A Page 2 or 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Winor,tyr and non -MBEs. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. SUBC©NTRACTORISUPPLIER RIGTRCA N ° Company Fume T n Detail veto€I Address t M W Subcontracting Supplies Dollar Amount TelephonelFax c B ® M Mork Purchased Emall E € E Contact Person C. Green Scaping, LP 1 Landscaping $87,551.00 2401 Handley Bderville Rd. and Brick Port Worth, TX 76118 P 817-577-9299 ! Pavers P 817-577-9331 tbird@greenscaping.com Tracy Updegraff Duran Industries, Inc. 2 Signal $5,230.00 504 Business Pkwy, Equipment Richardson, TX 75081 ii P 972-238-7122 sales@duranco.com Bean Electrical, INC. 1 l letricatl $285,543.50 821 P. Enon Avenue Port Worth, TX 76140 P 817-561-7400 1= 817-561-7403 cbean@beanelectrical.com Chip Bean Alliance Trucking 1 Trucking $11,320.20 721 111th St, Arlington, TX 76011 P 972-445-1772 carlos@thealliancetrucking.co m Carlos Torres Buyers Barricades 1 Traffic Control $17,398.00 7409 Baker Blvd, Richland Hills, TX 76118 P 817-535-3939 f P 817-831-7171 T eddie@buyersbarricades.com Eddie Harmon Arnerican Striping Company ) Striping $11,547.25 11551 Ravenview Road, Dallas TX 75253 P 972-557-8565 C estimating@americanstriping. net William Richmond Rev. 2110115 FoRTIVORTH ATTACHMENT IA Page 3 of 4 Offerors are required to identify ", subcontractors/suppliers, regardless of status; ie, Minority and non-MaEs. MBE fimns are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MOE goal, - S LIDCANTRACTORIS1f PPLIER NCTRCA fl Company Frame T-- _ _ _ - --_- Detail Detail Address Telephone/Pax t a Subcontracting work Supplies Purchased Dollar Amount Email Contact Person r E B E Cow Town Redi Mix 1 Concrete $2.8,728.00 PO Box 162327 Fort Worth, TX 76161 P 817-759-2599 awhite@cowtownrm.us Archie White Lhoist North America 1 Lime 3,586.20 5600 Glearfork Main St #300, Fort Worth, TX 76109 P 817-732-8164 deborah.hickey@lhoist.com Deborah Ray Hickey El L=__] LI I F Rev, 2110/15 NORTWORTH Total Dollar Amount of MBE Subcontractors/Suppliers I s 92,781.00 Total dollar Amount of Non -MBE Subcontractors/Suppliers f s 359,123.15 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS 1 $451,904.1b ATTACHMENT 1A Page 4 of 4 The Offeror will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval o ChangelAdditton farm. Any unjustified change or deletion shall be: a material breach of contract and may resul in debarment in accord with the procedures outlined in the ordinance. The Offeror shall submit a detailec explanation of how the requested changeladdition or deletion will affect the committed MBE goal. If the detai explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The Offeror agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Authorized Signature President Titie 2L Construction, L.L.C. Company Marne PO Box 397 Address Rhome, TX 76078 City/State/zlp L.,._.__ .__. _. _R.= Printer! Signature Contact NamaMtle (if different) 940-433-2670 Telephone and/or Fax 940-433-2120 E-mail Address 6/15/2020 Rev. 2110115 GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 101555 Revised July 1, 2011 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator, 50,000 pounds or less $ 17.19 Excavator Operator, Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter, Structures $ 13.84 Form Setter, Paving & Curb $ 13.16 Foundation Drill Operator, Crawler Mounted $ 17.99 Foundation Drill Operator, Truck Mounted $ 21.07 Front End Loader Operator, 3 CY or Less $ 13.69 Front End Loader Operator, Over 3 CY $ 14.72 Laborer, Common $ 10.72 Laborer, Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator, Fine Grade $ 17.19 Motor Grader Operator, Rough $ 16.02 Off Road Hauler $ 12.2S Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator, Asphalt $ 13.08 Roller Operator, Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy -Float $ 16.24 Truck Driver Transit -Mix $ 14.14 Truck Driver, Single Axle $ 12.31 Truck Driver, Single or Tandem Axle Dump Truck $ 12.62 Truck Driver, Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11,68 The Davis -Baton Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States 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, Heavy, Utilities, and Industrial Construction in Texas. Page 1 of 1 GC-6e09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH South Stayton Street Realignment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101555 Revised July 1, 2011