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Contract 52330
CITY SECRETARY CONTRACT No. City Secrete Construction E] F T WO. T Project Mawger CONTRACT FOR THE CONSTRUCTION OF 2018 CIP Concrete Restoration Contract 6 Chapel Creek Blvd(White Settlement Rd—old Weatherford Rd) Westpoint Blvd(Academy Blvd-Chapel Creek Blvd) City Project No. 101569 Betsy Price David Cooke Mayor City Manager Steve Cooke Acting Director, Transportation.and Public Works Department Prepared for The City of Fort Worth Transportation and Public Works 2019 OF TE 1! f x 50 '•...,.....• it . Oki 22 2019 �t L�sg Hpt. 0 0 OhICIAL RECOM CITY SECRETARY FT. WORTK U FoRTWO'' City of Fort Worth Standard Construction Specification Documents Adopted September 2011 000000-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 3 SECTION 00 00 00 TABLE OF CONTENTS Division 00-General Conditions 0005 10 Mayor and Council Communication 0005 15 Addenda 00 1113 Imitation to Bidders 00 21 13 Instructions to Bidders 00 31 15 Engineer Project Schedule 00 32 15 Construction Project,Schedule 00 35 13 Conflict of Interest Affidavit 00 41 00 Bid Form 00 42 43 Proposal Form Unit Price 0043 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 0045 11 Bidders Prequalifications 00 45 12 Prequalifieation Statement 0045 13 Bidder Prequalifieation Application 00 45 26 Contractor Compliance with Workers'Compensation Law 00 45 40 Minority Business Enterprise Goal 00 52 43 Agreement 0061 13 Performance Bond 00 61 14 Payment Bond 0061 19 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division 01-General Requirements 01 1100 Summary of Work 01 25 00 Substitution Procedures 01 31 19 Preconstruction Meeting 01 31 20 Proj cot Meetings 01 32 33 Preconstruction Video 01 3300 Submittals 01 35 13 Special Project Procedures 01 45 23 Testing and Inspection Services 01 5000 Temporary Facilities and Controls 0I 55 26 Street Use Permit and Modifications to Traffic Control 01 57 13 Storm Water Pollution Prevention Plan 01 58 13 Temporary Project Signage 01 60 00 Product Requirements 01 66 00 Product Storage and Handling Requirements 01 70 00 Mobilization and Remobilization 01 71 23 Construction Staking and Survey 01 74 23 Cleaning 01 77 19 Closeout Requirements 2018 CIY Concrete Restoration Co ntrad 6 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2,2016 00 00 00-2 S'1'AtIDAl2D CANS"I'RUCTION SPECIFICATION DOCUivI, TS Page 2 of 3 01 78 23 operation.and Maintenance Data 01 79 39 Project Record Documents Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division o2-Existing Conditions 0241 13 Selective Site Demolition 0241 14 Utility Removal/Abandonment 0241 15 Paving Removal Division 31-Earthwork 3123 16 Unclassified Excavation 31 25 00 Erosion and Sediment Control Division 32-Exterior Improvements 32 11 23 Flexible Base Courses 32 13 13 Concrete Paving 32 13 20 Concrete Sidewalks,Driveways and Barrier Free Ramps 3213 73 Concrete Paving Joint Sealants 3216 13 Concrete Curb and Gutters and Valley Gutters 32 17 23 Pavement Markings 3291 19 Topsoil Placement and Finishing of Parkways 3292 13 Hydro-Mulching,Seeding,and Sodding Division 33-Utilities 33 05 10 Utility Trench Excavation,Embedment,and Backfill 33 05 14 Adjusting Manholes,Inlets,Valve Boxes,and Other Structures to Gracie Division 34-Transportation 3471 13 Traffic Control Division 99--Special Technical Specifications Geogrid Tensar TriAX140-475 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: h sal TO'ec pint buzzsaw.com/client/fortworth ov/Resources/02%20- %20Construction°1o20Documents/S ecifcations Appendix GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination GN-1.00 General Notes GR-01 60 00 Product Requirements SD-1.00 Scope Exhibits CITY OF PORT WORTH 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised February 2,2016 M&C Revbcw Page 1 al'2 ofdkwl!:III 01,the Lily❑r Fwt Wurtl1.Tt�x.si� CITY COUNCIL AGENDA FORTWORTI-1 COUNCIL ACTION: Approved on 41912019 REFERENCE 202018 CIP CONCRETE DATE: 4/912019 NO.: C-2909-1 LOG NAME: RESTORATION CC)NTRACT 6 CODE: C TYPE: NON- PUBLIC NO CONSENT HEARING: SUBJECT: Authorize Execuion of a Construction Contract with Omega Con tracling, Inc., In the Amount of$2,100.483.80 for 2016 CIP Concrete Restoratlon - Contract 6 for Concrete Street Restoration at Multiple Locatlons and Provide for Confingencfas, Construction Management, Inspec#ion and Material Testing for a Total Project Amount of$2.568.195.65 (2018 Bond Program) (COUNCIL DISTRICT 3) R15C.OMMENDAMON: I Is recommendad that the CIty Council authorize the execution of a construction contract with O'Tie Qa Centraoting, Inc„ In the amount of$2,100,483,80 far 2018 CIP Concrete Restoration - Can€rack F for the concrete street restorations at multiple locations (City Project No. 101569), DISCUSSION: This oontract is part of the 2D18 Boni-Program which provides for the rehabiiltatJon of deteriorated concrete streets throughout the Oily. The recommended construction contract outiln6d In thia Mayor artd ounoiI Communication (M&C) will provide conorete restara tic n on two (2) street segmenIs as follows; PROJECT LISTING 2018 CIP CONCRETE RESTORATION CONTRACT 6 Project Block Name Limits Street LIrmits Procedure Qt f Y CD N1a sco Chapel 100 - White Settlement Road- Old CtaaR E€vd_ 2099 Weatherford Road CIS 10.493 3 72 F estpoint 9900 Academy Blvd,- Chape[ Blvd. 10549 Creek Blvd, CR 10.921 .S 728 TOTAL 21414 1 - Funds for this project are Included in the 2018 Bond Program. Available resources wJthln the General Fund + Ill be used to provide interim financing until debt is issued_ Once debt assoclated with the project Is sold, bond proceeds will reirnbufse the Genera[ Fund In accord anca with the statement expressIng official Intent to Reimburse that was adapted as part of tha ordinance canvassing the bond election (Ordinance No. 23209-05-21118). Cadsfi-ucflcn on this contracl Is expected to beg IR around August 201.9 for anticipated completlon by November 00. The City reserves the right to Jncreasa or decrease quantltles of Individual pay items within the contract, provided that the total contract amount rernams wltnitti plus or minus 25 peroent of (he contract award. This contract was advertised for bid on January 17, 201 R and January 24, 2019 in the Fort Worth tar- Telegram, On F'ebrLiary 14, 2019, the following bids were received: -- http://apps.�fwn el.or&o1mci ljmckeftc-review.asp?1D=26912&ccuncildatc=4l /2019 516?2019 PO&C Review Page 2 of 2 Bidders Amount Omega Corntracting, Inc. $2,100,483.80 Urban lnfraaconstruc#icn, LLC 2,112,884.00 Arreguin Group, fnc. 2,182,514_65 FNH Construction, LLC 2,489,014,00 Ha dtage Asphatt Company, ILLC $2,582,724,�0 fWBE Office; Omega Contracting4 Int'.4 Is In compliance with the CKY's HIDE Ordinance by committing to 12% MBE partictpafion en this project_ The Olty's N1SE goal on this prDiect Is B%. AddWonally, Cmega entraacting, Inc., is a certified M)VVBE ffren, These projects are located In COUNCIL DISTRICT 3. FISCAL_ I FOi4MATl0N10ER!RT ElQA ION: The Director of Finance certifies that funds are avaIlable In the current 2018 Band Frogsa rr Fund, as previously appropriated. Prlar to �m expenditure being Incurred, the psrticipatInp department has the responsjMlty to validate the availaabltity of funds_ TO � Fund Department Ac ount �'Proj6cTFO_ieqra_"O'Vilty Budget Reference# �4rn ID ID _freer _(Chartfteld _ FROM 1 �,n1 Departrsnt Account I}rout Prorarrn Ativtty Badge# Reference# Amount ID IDL YBa r Chartfield 2 SubmItted to_r.Clty Manaager`s 0Ifice bw Susan A]anls'(8180) 0 rig tnatIn g De artmant Head. Sieve Cooke (57134) Additional InforMation Contact,, Greg Robbins ( 333) ATTACHMENTS Fon 1295 Omeaa 019-4557 3. Redacted.pdf Map Concrete Resitoratlon 101 56 d http:llaxpps.cifwnet.org/coulicii—packcVmc_tyvie ,aasp?ID=26912&covuci.ldato=4{$l2019 5?60-g19 CITY OF FORT WORTH,TEXAS TRANSPORTATION AND .PUBLIC WORKS DEPARTMENT BID OPENING DATE: FEBRUARY,14th, 2019 ADDENDUM NO. 1 To the Specifcations and Contract Documents For 2018 CIP CONCRETE RESTORATION CONTRACT 6 Chapel Creek Boulevard,(White Settlement Road.to Old Weath.erford.Road) Westpo.int Boulevard (,Academy Boulevard tor Chapel.Creels Bo.uleVard) City Project No. 101569 This addendum .farms a.part of the Specifications and.Contrast Documents for the :above referenced.Project. and modifies the original Specifications and C.onfract Documents. Bidder:shall acknowledge receipt of this .addendum in the space provided below and acknowledge receipt on the outer.eriveiupe of your bid. Failure to_acknoWledge receipt of€his adderidurh could subject the bidder to disquall#.cation:. The specifications and do6ti'act.dodunients for 2018 CIF Qoncr"ete.Restoration Contract 6:are hereby revised by Adoondum No. 1-as follows I=Specification.Section .0.0 42;113-, Proposal Form is.replaced by the attached Section 00 42 43, Proposal Form,Addendum 1.This adjusts the quantity of Bid item.8: 321awbo Joint Sealant. Bidder is reminded of their responsibility for the accuracy of all dollar amounts slZQwn on—the propasal form. 2-Spedification 'Section 00 45 40, Minority Business.Enterprise Specifications is replaced by the attached Section-0.0.45 40, Minority Business Enterri pse Specifications, Addendum 1. This corrects the Mdicated project MBE goal to 8%. 3-Specification Section 32 71-23, Flexible Base Courses is replaced by the attached Section 32 1.1. 23, Flexible Base Courses,.Addendum 1. The changes to this document are denoted in Part 1 A.8 of the specification. 4-Addition specification clarifications forbidders: • Bid Item 8; 321.3.0700 Joint Sealant.is only for-courtesy/dummy joints on concrete panels adjacent to those replaced as needed. Joint Sealant for replaced panels is considered. subsidiary to the panel.replacement cost. • Bid Item 27: 9999.00.00 Gummy Joint SaWcut covers the cost of-the sawcut only • The"j_evef ©f Replacement'indicated in the exhibits is an internal indication of the panel's current'level of degradation.All.levels.are scheduled for replacement. Reinforcing bars will be to the City's minimum standard of 93 bars at 18".spacing, unless greater reinforcement'is found up on&-moiition ofeAsting panels. In that case,reinforcing will match-existing. • Panel Length will rnatoh existing andfor adjacent panels unless specifically instructed by..the Project Mariag:er. • Dowel bars Will be#4 bars at 18"spacing unless-greatertainfnrcement is foun4 up on. demolition of existing panels: In that case,.reinforcing will match existing, This Addendum No: I forms part of the Spedificatiorrs &Contract Documents for the above referenced project and modifies the original Project Manual&Contract Documents of the saute. Acknowledge your receipt of Addendum No.1 bycompleting the requested information at the following locations: (Ty In the space provided in Section 00 4100,.Bid Form, Page 3 of 3 (2): Indicate.in upper case letter on the outside of your seared bid.envelope: "RECEIVED&ACKNOWLEDGE ADDENDUM NO. 1" Include a signed copy of Addendum.NoA in the sealed bid envelope at the time of bid submittal,failure to acknowledge receipt of Addendum No. 1 below could cause the subject bidder to be considered "NONRESPONSIVE",resulting in disqualification: RECEIPT.AGKNOWLEDGED Transportation and {'ublic Works Department Cor�f p�a y Greg obbins,.PE (NItC '2V 1 �r h1C Project Managerr' r►�►� 1 .ra.slr''ew._rwe.r�fs ►+��faM�as, w/ jl..siei%e.aialil�rlii_e��. T �. . LYE i1J 11 &W V14MIRIAL lioir F 1d# SECTtON AD 4241 PROVt)SM_ FORM ,AODF�NEDUM 4 UNIT PRICE BID Bidder's Application .FR6 1 RUtl L pvdurlmuiou J'mpnt;l 1#J11Lssl �p �Iru1 11uN7p1nw ecIFUNDII LPnn mf Ilid 4h,u Iklra $id Value Wa s4wriun br E dig 17 OIMHLy T L11JL7slial Ap�Lmd fedwhlL'extlua U176nIF E 1 mAt.OlOn Fi�"It 0041 Iu frF RFaU I d1XJ,n141 IhrJme�y►tl£iuW�ull4n by Pion Al 231A L"Y dims i --OA. OW4hIi'{AjZfi Atreu W@L-'bAap , 1,pinr 0-,uernrNnnitFTES 1Q43111, li A7 21#9< 14 d�315422FrFrOMVXpuun,Typo A,JBR7 �.!1I17 1:1 7oS 7 Yfi3,WTi FAm4fe1c11f-i�o"F111141� 37t3u GY �I2f n. .]L'5lffn3 .I1I110.9ezW111 37 t1 K1 Lr aAG 9 quo aumnbwyW3eumu 1714FO&iaaa alw prouW-ow 3&a9no AY 004 lu "Ta.oNl1 IL dMC;WLllnldrpu,4r ]A Ill 19 IF ¢il6 11 S}173U61 JuJfdor50�17W 331�7A Fh TO IF Y31f.2141 14EFLf1n16nJh5w19rTYrA 571r78 FA S7 u 2175Iaa ver-L I I 9[.j MnfWrlYIt 'J]If73 15L b - - Ta lyg-vin RL m. n�LwmArlerIT11 A,.% F5 7211-2ffl Er.-tRpEudmA < TYD-C9 3f}777 8A AO T 9�IFA W 151g w,met p 13■r Ne Y 191 I¢ Itl i gp11 .1^Crnc rdekAY,A4><VWr4luGtnh ]711ao iST 8711a 39 1AGiili a'fopooll Argi Ill CY 1'L�1 x57.91AP L11urmT.DirFgoeminsr11 71 73 3' 7294 21 Y111G,L11irr:MArlhoin Aufuelmffd,. lhw 416 i CA d as 3115,{1151R f{II�IIrLuu�T�rr f4elroaq 9]'Is 14 L3 I Kilm04 SlAwfia 39i imp 4146'kUeea7w�6uatl'Firmiuri Ad1uaimnNl4MMu171 33 M,a EA 0 a?nu,0117{4uGa 1NI4++eu"+i.pJulhp�ll 73 fJ5 14 FA ri — t5 IV1.174L11'T1unlcCwilior %ail14 LAf,1 la MrD!blh Me Sm e90 30111 114 YM 3313 70' 99NPW[rp41nnrrFJmr31&MT.Lf 6e9331d v iC+7 3a [�WVPa.inpCnnwAmmAquombi U4Udva I L �,lgmae8 _ FP,mum jai S11 1,Airy, Onxn JtiNI City 4F rum-r4ip I I I ffxi Arw COH51 p1Wn1rJ t9 PrCATw.Fr 7I4ti`37K1Twm J4L11 ell'['w4ieJe Jle11UU�lU Qtldlon R 11113W Pum 1Le46ed 2JW11311 (A 4I 41)- I lui�rinrrty RLI�u7S�x 1Lulerkr��s il,eeii•Icnilouks Nina. I fif'? tYl'k1-jk J`ity f1Uhinem HNor'prlqu S pm.lficaE Gus, Addcijdu11 1 1i APPLICApON OF11OUCY s if JJTe tOtFIT do11nF VRILtc Of tj-ia ccJiktruct is 91cntu1' 111aT] $5D.000. lhun a WBh sl1bcojilracting giial i:, d appl!"hle. 7 S POUCY STALTE,MENT 9 Ft. i9 t I I u polky of Iho iti:ity of Vert Worth trs C1LRllIC Ilip: fikt1 41Id Cq I I i W 111U INITIk£IjTilIi(In by Mi110riEy tft btlk,int%L;ir ETh.1rpHL;z1i {tvtB[;) in the proatrmncni of rt11 ly.mcb find wrv' icos, All raquimmeTiN and it mill i�tiolis stated in tltc City's crjrrcmi Bugini?ss]diversity Etiterprisw 0j-dinaiicr- apply 1-�i t1lis F 11 f. 14 Titre C ityr's rvl B 2.goal Oil IWS vt`tjat %c 8% of Lhib total Wd-vul ue of the contract (Barse bW tTpplie.v io park e 15 O rif cbwrAvlljly SeltvkA), it) 17 Noto- ff hr)llr N R.rEj.aad N pill Frenntractijrg gurus alit CYILI61hglred foe Milli jik'cjvc'1, then nn Offerur J S ntusc 3uhmit biDfli #I I E I'TIiIixsttina Form nerd si Sj3E Qtili�rr�Cum 1Fnrm to bp-deemed lv! 1p jnsive, 19 20 COMPIJANCF:TO BID SPECIF W1AT 10NS 21 On (,:ity ci�intrrtoTs $5it,000 or more where a MBE si W)nrmr,ting gsxiil 44 appliad, Clf evors Are i'i•tllrhmd to 22 cvinp�y with the intefiC of t{ke City's Btksi ics&Dlversity 11.4urp ine Ordhiaiicc by one c)HIit: ti tjow11lg, 23 1. Ment ur exceed th(T mhove 51ta tud MEE goi,l I rough JYME, subLan€rutting pmrticipa fion,or 24 2. Meet or rm*ud ilie above staNO MEBE goal ibvuuglr NME Jolui V ealtdTe pslrrictpa(in)t,a 25 3, [good 1+RIIIs Effol-c doclimenuutlau, (ir; 26 4, P1`lme 'ky iiyor cldrrlment51 fioll. 27 A S1JBA'IITTAL I~ Y RFOTfGU��D j)0(,C114 FN-rATj()V 9 +17ir~ rippiicrklfle clrIcrlmenl 1n>,s lie mucived by Thr. Pkiruha.iiig Divisign, within the f0lowing times ullocapd, in rnrracr {nr the arttim bits to be considocpd re.9pousive- to thr s�ctlfxrotiom. 'file UtTe or Mind 31 Miyal the N113F dectkmentntioil ill Persoa to.the $ppruprinte, E-111playte of die plirrhnsiilg divisrion and i2 obtain a dato/time i 4 vil]t. 81ju11 rVceipt shkkll be evidence tlkRt Lke C`itp rew v"d tk d(rnUTT b11tj1 ijrrk irk Hlc 33 tlnkC 13110C:rtod. A 1~ XEd 111-01or rmalled copy %vill imi be sceeptiA 34 1. 5ubeontrRutor Milizatluu Forma i1` ree6vsxl 1 in late: Itum 2.00 psa.. uik thu second U.[ty business gaikl is mci or uxccrtict]; clay afivr the. bid opriirlg daw, exi�lkws Ivu of tfiv-bid opem,ng date- _ 2. G'oiid 1:aIth 1P,IlToi l nnQ Frw.uived no 111tar than2,00 p.m.. un the second City 1)usiness Sul?r.wi tl`actor IJMizittlon Form. iF day after the bid optming-dum. exclusjve 01'llkc bid C peeing w 3grtiul alion i9 toss Akh Fwnd goal! d;1le_ 3. G.Qud F+Itfl Lfrar4 stilt] ret:-ejved iku ljjtw`t11ati 2:00 p,ir1., on the,ss and City bilsiness S11I mtr•acl0r 11I irr dark Form.If no day aftu dig bid upettlikg +law, kexclusiva of tha hid opelAnt ,1J.l- 1ximit{ ulim- drkl.e, 41 Prime. Can Wtilver k'oml, rmevivcd iv., Intor ihen 2:66-p,m.d ou the surc4 f City Iansi Bess ifyclo will pi-v-ajm lilt day altar the bid 01)U131ng rkntu, CxGlusrve of ilic 11id opritirig �.ta-i�cEin r irk� lint`wor'.ls= clntr�, �S CITY nF mwr WORTH ?1TlR Grip ernwrowRfmomYlyddrr cgw?#W 6 STANDARD CONs-r UCUOrrSRFCJr-1i;ATMNDOCUMRN11 MISS IicvlrciJJuLm'J,21115: V112.1- 1 ��1. k.13[3rF?C�Z�irS�C t'Elil4'.1 N 7 SECT[ON 32 112.3 t=1..E`c I11.C 1 11 > COURSES, �lDDFNrD11M 1 PART 1 - GINEILAI., �I 1.I SU N1 M ARY A. S3cti01] 11ALldf—q- 6 I, I+n+in�Ilir�r, acak�rsa f'r�r sui.fii a c43uj'ic csr fog'r�ri1E'1�la �e course c:nm��r3sd of t3exifillc bay�Yan trLl tla�I ii'1 l)IlS Lfk'ailr7i i k1 lli 11J'�'i'S s sa1 7 FLwjllity wjtli the typicaI s c&)n. 9 13_ PpyintioiN.4Trom rhi.;t,l1y of FPO Wutth Stu ri*i'cl Specifii:Jxfiol 4 !F F-6r this py�cc e, Pk_Obl" Ave Craov,ses Sp-efle.po 32 f 123 shci f f be arrearsw'{?el))Y dM I tk Girhic'�+�rr�c7 uf'c;�rra�,l�ft+i��;�i�rrrr��t�+_ 1 I 2: Orafcls's dial axvuv&lfff+r1 ana{raidbig-requ(tvd tr)plcr j-,,f rfr:,vibje ?rase vovp,.5v s'haY be 12 r.on idevid rra supa,101c PqY. 13 C'. Rebated SIaci;iliCfl Lim t Sections hiuW de. but ary 110t tleravmvily IImitccl to: 14 1. I) On 0—Bit[t1111g Regi11rC:111tri}is• CcmI'rKc1 FDrau,und Cal Idit ions.40rlite 15 contracl 115 2. DiviS3n1! I —Gene-T.-al IWAL1irfixLents 17 1.2 MUC E AND 11AYMEMF 1'R[ CTA)I FRFS is A. 1Vletisrirei33al�t'rrn�! l>�ynl�ea�t 19 1. f► ta-urwilum ?t3 R. Me.tAli'ttll1.-ilt fbl'this item w I I I hL.,-l)y the rOii y;m-d cFf Fltxible-Brujo C OUrse ?] for)-w-i(Fll4; 22 1) Delrths �9 2) Types 24 3} G1'adnlioris 25 2. Paymt7 rti 26 �. �Ifesvorlt.p> i fc)rmind urid t alr-i'ialS Ftrni;-l11:a:l irr RCCUrl 1111cr witli ll is Item and 27 mew umd ric provided iindor*cwi krcrn-d,,V'�wi1I he paid for ii1 111e Mini! pricy bid }lei'rwhic:pird of F1cxible Brie.[o 1rsa, Tit t pr1rr bid shrill hwl>_iiIk,-, 3p ax: Frepmtiov wid carmiutiohl ofski1}y'radc 1 b. Furnishing of ilrriituini '2 e_ Hiding 13 d. I ULding 34 e- Spdaikfliia 3-5 f.. Computing 36 1' a~J.a�vla,%V, edVxr.um�fivnur�dilaidingregIfiredZDpJrrcefirxibk.Ause.rQw.,ge 3.7 1.3 REFELI R>F',N C.Ei S 38 A. t rdhitiflus 39 1. RAP— RccYuiod Asph lilt PavcmellL. C. fY{f! r•7C,31t'J'wi,19 A.1 7618t'11}C&W)RNdP4deo#rWawf.adiviviS STAhl MLO D00.1MENTS 101569 Rcyiseil Dcci5inbcr 24.ZilJ FT,FXfBT, '3.,\M CoUl15TtiS pew 2 ur7 1 1_ citud III thLs r;1ladf7ca#ial7 r'efe'tn 1ho rujilunt re-furue ghrj fi rd 2 phN1I kIlud nt it La tune el III IJIIv-d t-eytsion Claw lagged 41 tJlo i?rid of IJiis 3 uperific-n(iflri, iInless A data Is;tipe�iCcnllyV.ite'd. 4 2. A5'iMIiiIumutiotiul (ASIM): 5 a. Cl698, SijinaInrd Test Mdtfwdg for Lub4ntuip Cdrnlanoticsri'Cltnmc:turistJ�s at 6 SoJf ikirig S1nnc1nr-d Effml{12400 fi'-Ihflft3 (600 RN-mh16 3, T�KfkS J)0[34;11TTla111 ofTmii r�pmUtion CT' )OT); 8 n. Tex-J 04-H. Jai•~ rrniiririg Liquid Limiw ofSo[Is 9 h, Tex-1 Uri-Ty, CaIL~1iInti ig tha PlaMtcity Jijdax of Saijr, t4 c, Tex-107-E. DFtormiiIIng the Bnt- LiIletlt•ShrJnk Ig: cif Solis t 1 d. Tox l J 0-E, P J'tiu1v 81;,z Analysis iaf Saj I 12- u. Tex-J iG-E. ElaII M i I I Mc:tllod I-ar DoicrmittiT19 IltO Di!;i 11 Wg131 I j Qv of Flexible, 13 Ruse Mutri-1 1J 1fi f Tvx-1 I i-E, Trl4xlul C m prowlon t6r DiAtuHxd Sc ils trnd Base MatenEilq f5 f;. Tux-4 J t-A, S€trMrtess o f Agp ptc.Wing Sodium Si tfato gar N4agn siuin t6 Su I fate 1.7 h. Tex-4 t3-A, Determining 1)cklitea'ioui: Matsrlal 1n 1 iliulaI AggiLegnte 18 1.41 ADMEilST LTIVL Rl-'-QUD;LEP IENTS [NOT IU D] 19 1.5 ACTIC)N.gjJ7311n i"fAjjj [Jf+O l-U,9E,DI M 1.6 ACTION] UB1Vrn'Try,''IIEYrORMA'f'f()i+AL qUBMaTAT (NOT'!f,"5 ) 21 1.7 CLOS)fai(71lIT SU'BMrTTALS INN'!' IJS1F D) ;!k JJ MAW'TENANCE, MATJfa .1AL SUBM!'rI'ALS INOT USED1 23 1.9 QU.0 FY ASS!_!RAfYf;,h' [NOT USED1 X 1.11) 911MMMY, STORAGE,AM) IfANDLTNG I (Yl' USED 25 L.1 I PIELD I'STF I CON!]TT11I~ NS fNOT TISE,DI 2(, 1.12 WARRANTY [NOT USED] 27 l ATrl<'2 . PRODUCTS [NOT USED] 28 2.1 OW KII-FURNIrSHE lPRODUIVTS INOT USED) 29 2.2 MA" PIUAI..44 1fl A, Ge6ei'b1 31 L Furrusit 0ITa4ntaluinuted Ittatcrfa Ig of aiiifbmi gtraillty taut# ii1ci J th1:reultilrcmenis of 32 the Ditwingg and speccificm#iurif, 3� 1 Diara.iB Tna erin6 ftom iipproved s4ntr.cm .d 3, Nulif + Glty orchali ss iumaterial sclrrr , 31 4. TILL-City may:;s mple end Wat project naetC-rials rat My time bf-f'6lu 061l11111c9iM 36 th1-0Ligho 1t"Le dw-ation of11le pi.n,jucI to j1SNurc slaccifientimI compliauco_ 37' l3. Aggeupte 38 1, Furaish aggi t�aft1ze type niid grade sliuwrl bji IJia 17ru;viugs and caiif6miing to 31 the:rcquT cmrmis of Tllb le 1. CI'iY..(IVircl '-1RuKrF7 '2.W09-C7.PCilrf&ck19eAfulydklihCajfi&.jG 57M UkRT)C0TyI3r91 :rIVlN sI!a:jrrcA1icLN v€,iCLJdkim's, I0I Sbq .Rc+riaed F.koam�q'�'i,ZU Is. 71 1123-T r u,x1Hi-F PA-a c-Our 'S 1040 41r 7 Faith SoigL' o miisL in Lot Tl i W L' 1 J'CgLlireini aF, ful Ji411id IIinit, 11109flcilY iItfff:x,and 7 wut bitll 11riII for t€ie Frade �pccitied. 1 3, .1D„ r14i1 iio additives�ui,11 as 11t11 11t9t IimiicLl tU Iimr,tepv:1k1, or fly n511 to r oTIify agg agaW 101uput IIIu 1-ut tiit- inCfltr ul-ruh1c: I, kill I~S4,310wrk i1n t[1u Drawings. 6 'IarJ�la ! 7 It4atcrlal Regilin!nWn#s Pi itkarr �W;1h1uiy!ril Conde Gulde2 pdWer 8rndM Irm sier4 s�(.9�G i6tuLucd7 �•kl�ln, � -3I4 In, i1 b 10 7Mfu. Tex-k1(14., 10.25 10 W. 34-•'.'r0 - Nea 45-65 41-75 i 40 I 1Lr <I<Idllinik +bOdluz' 1e-1t�ak 3� +k0 plaMf ui intrax M+ox Tex 10c,-F M }Yei dlr milt,%111ru 't Wrl{roll mrr1,'Wnim- ,I Inm :i2c:p sihkgIhC NO d0 sim tTMiRiE01-,,I 10 WOMMIMUM arrci,o[rl',091 •f"-J I+F luluml rMami!m U pei a 5 35 4,111 ostirr. is 17 IFS 1.Detetnrlaa p[aMije buka Jn aec*rdondu w1111 TM-107_E(fit= miirinkup )whm rWuid Iim11 in-unuitnJwNLt eA duFirmd fil 1-CA-1 114-J:. 2 Whcn n iimm lrlpl3 YAl ue ur Trquh ed by I lic I?iowings,relit -iiwurlal Irl neicalduntic ultla'I'ex-419-A. -Moee Uwlk Ifao el>3asiftunL+au nad I hr,rninimlAfi c�iurlrlcw�u= srrrn�Ilk,tiultrss 1�11�rnrlRe yk�rstiw�+4141 TILE DrK"infL 4. IIMt dal TLJI1 CiinveN 10 tk, ,1,1le Pity t91ny ucccpt Inatc6nI If no 11tt}p I h W I 1 of Din 5 inUM rveenr gradation I I tesm has nn imhvWuaI sieva evids WeL 11he spec:€red li111ifF�If'(he1 pad adon. IL h- WJI@Il tlrgtl EC"dL119 i5 1 rd by the l)CjlwJ1199, 110 single Cal HIT tOM MaY 13 eXC@ed tl,D rijugtl{r glmd MM by i hmn On 5 p4savcl m9c poirlln 011 Wes NW. 4 14 nLid brger or 3 licreantage ptk[nis fin Ldi vet SrklnI le i 1inn Nv. +I. 15 ['. 'T11>i Ci ty 1?1q aQcupt rrnit0a1 If no njC:JL}Crlllkl I tsftlle 'i most rcc;PLLI 131ilStICity I r, lutdo[ ti'SFS 11;'6Llt3NO TC MWEU1 Iin11r, j;->singlIt failing tt:sr 111ay exce1±11 I.L'tc 17 nllnlw111-J1F, JICCIii fsy 1110M t110Tl ,} poifitS. 18 §. hdakoal Typt~s 19 . Do IM! use f i11ei-s or bindva uJus upployen-A. 2,0 b, Fwbist3 thu Wpu spe�i Ed all ttLe.$ nivvinP ira acccvdance Wi[h the IbIluwiIIg, 77 a) CrLksllerl ;icjlpc produc&t xmd-grti6-,d Fnin ovLii3i,4r quarried a1g};lvgwc. 23 Lhal ov[giniiLes 1-rnnk n-5iagic, 0BL' IM]ty occt.arriIig sourso. 24 la) Da iinI klsL gravy 4ir•Init11iplr- 25 ?} Type. B 26 it) ally for uEj�gs base niiite4•1i11 fair Ll:rrlplatni-+ JYrlv�meril IV it , 07 b) Der loot.oxcced 20 pe.mevt RAP Isy weiglit ulllrss nlio it arl DrAwjuo. 2 3) Type W CITY frf f=00,14{]ffTFl �00CIPrwidwe&VIi'reUrin G'arrfrrlwl:8 STANDARD crosrrkdcTioN STKI ICATIUN VOCUME'lTS lUEi49 Rcy-WO Dsirgm4r M.2PI� 1 a). pe-A min torial oj-cruA fed cunp-rele, 2 b) CN-WlCd conei-e-ty upWvining p-n+rel will bL! miisiftr--] T,ypt D 3 alluflarlul- 3 c) 'I'iie 'ity akkav rcrriaim wpai-ate dffilented srrao lip iles Jn urdnc to vra'Hy S Ca<kGTl p f i ati ci~, d) r_.rINI tK1 eanasmete t11u9( rktact Ilse fuI lowing regklir6niems: 7 {1) Table, I tarthi� fgiadcsp t�cified, 8 ( ) K'vycI"- f1irkterl�iIs 111LISt he free fi-0sil ra[11 rC1i`C,jpjg xf4el FEnd oljiY'I- 9 objucdonuble ra'.la i frkal alltl havc nt inost 1,5 fiel'Gent d P-1 eteri o Lis If] mnttaritkl Mien tasted in acoordancav wikli TE -413-A. 11 C. Water 12 1, PUMiS11 watna-fk-Eef OF aaadrl5trinl wmtr5 and oflier ol}j=fiL)1M[)lC 131aavr. .13 2.3 ACCESS[?RIPS [NOT USED J 14 2.4 SOURCE QIJA.LITY CONTROL [NOT USE-DI 15 PART 3 - 1;:7C><FrCUT[ 151 16 33 1N TALLF111,S (JN'(YI- USEDj 11 12 1, A#'I.INA'1'[ON [NOT I,JS1-D I� 13 Y RCYA RA 1'10 N 20 1. 811apu Ilse rubpxnde or existing fau';n.t0 60JIF017n to tlkv iVpiUPPI &CPtiaias sllowri 0L7 01C 21 Drawrirl&; rn aafi directed. -?. Wheal >»;v base is ivgidred to bL-mix-e.cl with existing Isaxe- 23 a. Dolivot-, pl-Rce, jmd aspi-end the new flexible bAse in lim iacquired srticaault- 24 b- t's+ltakripukan xid il1[31'C1ughly mix.the riew baiara'wlflr c-siMIng mateif'j1d to provide 25 a uniffinal auixtum tca ILL.4pealfjud depth before rdmpin& 26 13. ubgrade-Cimpact[Lm 27 I. Ya€raC rill tlky raadl�c+d Isef'ore. ulVesktirrllg Ul saalyi tig in �6a�ord+Lt�ca +rrlit�tFae 28 fallowiit 29 A. Pr{anfRolJi3kg 30 1) C lty Projee#1t0p1. synlfdiYC must du ing PI-ooFroiji ng npmstiom, .11 ) 1J9e Lti pin ent ilnu wil_l.apply srktViclunt lo ad.fo ideritlfy iafT Npofs that a'Lit 32 01,Pi Imp. 33 a) Ac�-,eptsble, Gqui mr,-a uIclufles fiilly Imided single.-uxle writer tmak 3d with as 1!500 }7agtloa capkiclty 15 3� Make at Tamt 2 passes with file proof rol?lea-(dowji'aad buck = I Ims), 36 -1) {)Mel taaich trip by nt mast I tine widE 37 5) 1f uak krtis tab]c yr IRtn-WIifrarM rtMJ1 is fouakal, cgaxdd-tltcmrcta, 3H b, Cfu'icel 19 1) Scaft 3}1urS tlitel rut ol-pumv to'ealcl•than 314 inch 40. 2) A� tlka l $4'r: akktulalfle or non-Irnifvrnl 111 2, lrkstallhftiori of base rrrtitw60 v-117r1ot 1ivortieil imM i{om 1!aAod subgi-a is tippn;,vLd hY 42 thkr City, Wt MIR dQ1. {('IF'C fffl?.JWj0 R�e.W+a+vN 0 CrQrxarr�v 6 t,srn& U)VbNSTftu�71'[C)+ ; rr Frr-t<:�,'eIOM tax;tal,�I;NTr 1w Rpviour vm.mGor2r%Dr,2 l�f,]?}11 fill�r1AS�C5t?L�f{:tF� pep S or7. 1 3.4 INSTA 1,1 WfTON 2 A, Cix;neral 1 1, Congh-te1:L rRCJI laycl`lt1AfOl-17i1 . 11i!C o!'lctlasr3 or segi:agaled armi-., n1iiI wiII1 1112 4 requi-rod &I1l,Iiy 1111c1 1110ist1IX [m)MC11L 4 2- NOV ido it Sn1Q4111 s�lrfiica f.hnt.(,Lrrlti}1'M ILk IIle IYlsilial w,!Cliu,)5, I iPlCs, a1J11 Arnetac {, .9howil nrl. lite DI-awillgs a as di1'ecred. Fi all k 11pproved Floxible kmise i!t CIon. a.aV41Ilod U.ltcks, 8 uiPIrlc:rlt St I, General & pr#vide 111nt111ncl , to ok. itnd cA111pieur tl1'A64.r ft + foi-pI"C1pait.11�_, L1tIol) of[lie VA, IJ 2, Rollors I3 a. The CarltraL:l(tic'Way II#�u,iijy t pu of 1'ukv 110 n Let 1. Lllc:p),adllctinn rAre-1 flack M quIliy i7jL11 lirnmen1.9 of 111L' COW u11IMS oIILerwise slI awl l On thcl W4wings I or dirl3cted. Ib b, W11a11 SpeCifle types 0f l:[141i1S1tu0T1i aTe rl:cluil_ULI, us;= erlui III 11 lit tilnI medic the 17 sptui Fed ir-q liminents. 19 Alttrnut4 Equipment- 19 t) lil,,jead ai`the;,'p=fried egEfil merit, the Comvmv * m.ly, as op proved, 20 ovt1 'itte at5er i c&m +T1elioIl oguipnlunt that pro duo uivflma resilli;. 11 2) Ditw i?11611LJQ i11e li Of tilt EL11MLute "gt"pmellt Ttlart 17u"7111911 Ibe spp; ifi�d 22 eAlt]ip]IlunI Ili t]Iu tkslI.;d Ivsulb 40-eilot aclIivVnd. 23 d. City muy)-ocjnita C1allta'iactnr to f I64titu(c equiprnel)t If prod mi-ioil rote Lull 2q gki01it . I.Cg1Iil'o III ants of the C'Gutrai�i arc: 1101 1110k- 25 C- Placing 26 1, Sp mad lead.9linI11r Jexible llaasr-1i11ri a at,il'orul loyek- Isy approved.nl call s the vume 27 day aw dulivueend IjILless rxllie wise ntapr6vW. ?, F`1ac:u Iuritt-L`irLI. i thal it 111rtixecl to mf l4nize NegregaIian 29 3. C unstl`t10t layer, to this J1Iirk11ess show11 on the IYAwhigs, M iFe 111ain inJn9the 30 aha P.6 of 113e.00u1- e. 31 4, lt,:re s111+t.11t,e car liaw eaIii'S@ eNct;dL,6 in�11e� 111 tltin1crl���, Cr�1]strklct in 2 or move 32 £(111rses ni'equaI 1 hiuklluss, 33 S. Miali11111ill I111 L!e}s11.11' 3 a1,GILes 34 G. Col U'UI (ILl9L I)y sill inkIi1tg- 35 7, (_"on-ect 01 rvpk'12e slsg CAL11' Lt1 -n-,a1rl dirlr,tc!& 36 9. I'Ixce:i11cG6SNiVt base uvktI'.Ct9 and finish co<,lm"LIS]ng tile.sWIine 001tSt1'ILL'tiDLl 17 mctllo& ruilllircd 161' 11.110 frsl 001jlsc- 3a D ecirnpociiilll 19 1, Gelteml 0 a1. Crrmpilel usuig tie 11 Ell I:y Coll oI IInless rafter i5e Shown on I Ile brilwi11p. 41 1-,- Ni1111iple Ii11ts art perinitted w1Joil shown on the-Drayaiilp or 1.ppltisvrd- 42 c. Firing c.tr;lt 1nYcr to illl:111L)i%tLjj.o cclnti3kjt diroctecl.Whelk n"vssary,sprinlclE Stir 43 Lri@jt01-Ixl Iri t111• ON LC rll asecesfiJvY Lo p]'nvlde riot Ivs�tijarL than rugtlired dcaawiliy, 411 ia, Comptict the Oull fie'pt11 oVthe fsuhhm�¢{ir llmw to tllc extonl Ilecemry w rminain 45 firm ;grid stfl11le llt.1det-c oll.-I I'm dial I ertlli1511 Inn I. t�t C'Y C7F F�11#7 yk+ifkT}1 2pl.5't1� f ruic+ite RrafrN.vlJf+]q�rrt�k�Yrry R ,;TA .LsAfl11C)N5't'C1UCIIONSPECFFr{'+77(ONDCu.UNIFNFS illiSri ltcvinul Drimilbu x4,70II 3111 ?13-G FLEX[B1,E iLAhE COURSES 1'nge�of7 1 7. Rolling a. 13ngi11 rcrl[iBg In11gitUdirinJly 81 flin ,idg;and pi'c1r, d tcsi+rards ilia Ce11t .1'. 3 ovarlapph-1R [1rl :qurrc"siv* trips by mi IV11M 112, 111L: lvirlil1 0 F I h C roller unit. �I b. (fin �ar pull L,I_vood curs , bLgi11 rrrllicT�;sl Ilia.: JJ)W gFCIC [lnd 11FGgT-&-,; I nwnrr.I tfle b c. Qffsl't B lteflUEC trip9 Of UIC l.1-1I101-. 7 d. (}presto rollei-s at J1 speed lietweall 2 nnd.6 mph as dir=tiotL 8 ate. Kuworlc, Le4:ompacl, IRA refinish muter-Nal LhaL fails to moot car thrjt lo=q 9 required moisture, ci sity,stability, or t5nis1i bGf0PV the acxl uuul'se irk p1sc:6d nr 1.0 file pmjQct is awuptud. I 1 F Cont hlkt#. work u n I i[ FipouifiriLacnl rcqulr nIe,rits are urea. 12 Pmn1`1-011 111Q eclmpljr,Wd f1Oxi111C W W in jcccUrdMice xaith tk- ED]loWi111,1; 13 l) f'�zkrf R[rl3ing E+I a) City.Project.KcpMplatiivp must bsr Qn-4ite.dmincr pea f CGIIing l 5 np�ralit�ns J 6 b) Lls,' eqi i I pmem tlPat.wl I I npply su rficie it luad ir} identify sort spots that 17 ruL UL'pEunp- 18 i} AccclptabIt: equ[1�ITIt5jII IF1C1kl(10;w I-iIIly Is-Pn i�rl IC %V43t0l'itvcic. t 9 With it 1500 gullun c4p7]City 10 o) iAakc at least 2 i mot with rile pt'c} f voI let (down and bAck— I parss), 21 d) Offsai ea3c:ll Irip by at wmi I tire: Width- 22 0) [f 111n 11R.'01111le UT WIT-uniN-m Sl'aull is fOLLllit, WrV t tire~ area- 3 C:nrrect .24 a) 811fT'ipPls 11151t rLcl oi-1111nip p)'4•atcrthan 314 inch. 25 ij) Al'e t}Irit Hre IjnRtgbir.oi,non-tTiiifc;iTn. 2.7 -1. [viuiljtain Ifit,hape--oFtho cDtsr4e by blading. 28 h CroL11P[Cte-:i sLirface shall be sw()oth.wid il) conformity with Sire typi(s xl sectirrmas: 29 sliowi oa the Draw in to the astl3blLghed lines and gradag- 30 c E{or subgrnde bc:rmeAT pkiving smracvs,correct my dr<viotion iwraxeoss of 114 31 fiwlk In G1'055 SpaiDyl i11 14314 (h gr'oater thau 16 f6ut measurod longitudinally by V lcaolleni6g, adding Or rusnoying rnnlurial, l�enbrjpe acid VeD01111 ACC by Nprhikling 31 unri roiling. 34 d, Correct:ill f 1-:1ELntu�, ,mlfumelll.rx quu pvgolann itlirrLudiatuly by Seatrifying IN-. 15 Jf1'Ci4..fi' of tntudp nildintg siiimblu material � and s mquirml. Rtziliupe d ivcurnpriet by 36 �ipr-tikling and roffirig- 37 e. Skould tl a sobbast or base c uokvse, slue to tiny rC'mioll, loge Ilcu req-Hired M siBbItity, dons ily aW flnjsh before the 8uil-ilkiiip, f-�coinplete, it w gII l.w 39 recompaciLd at Lftia sole ftKile-nl3c of tiro Contractor. 40 d. Da mgity C invul 41 a M Laimum DonAty: 95 per0QUT CnWpal,tia 11 AS dararmilced by ASTM 13699. dZ b, lvinisture contwit; mjnus 2 to plus il ol'apiunnln. 43 E. Finishing 44 1. Allvr a:;umplel:irTgiLZ0Tnpattion, clip, skin, �tr iigl3t-Ll111 0 thD 8LrrfaVe Vvith II 4.5 rim intcinor or iiLbg" ude trirnmu to a depth of approximately I M inch, 46 2. Rumovu €rFascncd wicriM I rind dk-,ptse of it at ail a pproved lacaticuli 47 3. cal the clippeel sm- cc:imrnudbj tely by rolling wiLh an appropriate size P130LLI 81iC Jt8 tWe roOu i j n I i I n miofAb surface is Rttalinod. -CFTY ff FORT W RTU TIf M C34 � 20 8 C(P f MC?ejkF A01.qrZrjWJ CMWFj &6 STANDAM'.1LChNTRU= $ F 7 N IM-Mig 9uvign.1 Drcumhwr20,2OU. 12 €1D-7 FIJ1 XItf[1-1[AS '.01HIttSf+s Aps 7 OF? I. Auld s€mall jjuz lice ir-5 of`watci,as rie.cdv l dEu Pa g i-01Ung. 7 5, S1wpe mid mrliinnI Ta c;Uame and stlrlRue iIt W01 Ihr. lyp let I scodono, 3 3i€tcs, srid grrd w; !i110 w it nri [lie Drnvi rig or I",dIracted. r1 G; 1€€ aitRs %vhvn s,10 bWiq is to be pInued,poiracar grade rim"intinns greale. lI€13n TM 5 jt]t!l] in 10 ftW d 131 01tud'inid[y orgrtalarthRn 1/4' c;Ii Liver the elalii'�! {i wiclt.I7 or the ci�a�sTtirclics� 7, ' o, -oct by 3ormciiiz[g, adddih- or zvniovirtg inaterial- 8 8. keihapu and Ic;{:UIrrl�act i€i rtccgrdflncc: witli 3A.C. 11 3.3 REPAffVRTSTO ATION I1+OT USED 10 3.6 101-INSTALLATIf IN f Nar USED 11 3.7 QI]AUrrV coo rRC)L 12 A. Lousily -I'es[ 13' 1- Cigr to me.n:;€Ire don sity of floxibtt: Ijuse enumt. Id 11, Not!fy City Plxvjeci mica nu ibIv-bajse i�esdy forde»sity'estin 15 b. Sa uejag,rliroct+arl Iqf(AQ (I per pluck m i iimino), 16 c. l}a[ Projectl epr se��[ €1ii++�cl t ra�iines I�, �,[is�n r,fcIe€€sit} tesii€i 1-1 3.8 SYSTijV1 STAk1'1,T ]NOT TISE1r11 70 3.11 CLOSEov AC.'TTV MF [NOT QSED] 21 3.12 PJZO'TE,CT1ON [NOT'USED1 22 3.1-3 MAEIV'I'I'',]�ANCE [NOT USED] 23 W X TA C RKEN-17S NOT II 1-, j Raviaion Log DATE NAME S(!Mf+ ARY OF CHANGE' r CI fX��I=C1R7'W4}cTJ{ IR14 VP r.-Lmrrnhr 84 m1 Y ire en C:aAjemwi M1 NTAJ11I MAljf+r)NMU2I'Iref`!SIU.1FI{:A'l'IUNW[1p4tEh N IfJ€ss I(neiRcd t)Lcurlibul N-nOI= CITY OF FORT WORTH TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT BID OPENING DATE: FEB'RUARY 14th, 201.9 ADDENDUM NO.2 To the Specifications.and Contract Documents For 2018 CI.P CONCRETE RESTORATION CONTRACT 6 Chapel Creek Boulevard(White Settlement Road to Old ftatherford Road) Westpoint Boulevard(Academy Boulevard to Chapel.Creek Roulevard:): City Project No. 101669 This addendum forms a part of the Specifications and Contract Documents for the above referenced Project and Modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this addendum could subject the-bidder to disqualification. The specifications and contract documents for 2018 CIP Concrete Restoration Contract 6 are hereby revised by Addendum No.2 as follows: 1�No change to the specifications and contract documents 2-Additional specification clarifications for bidders: 4 The:engineer's estimate of probable construction cost it approximately two million dollars ($2,.000,000). This Addendum No. 2 forms part of.the Specifications& Contract Documents for the above referenced project and modifles the original Project Manual&Contract Documents of the same. Acknowledge your receipt.ofAddendum No,2bycompleting the requested information atthe following locations: (1). In the space provided in Section 00 4100,Bid Form, Page 3 of 3 { ) Indicate in upper case letter on the outsfde of your.sealed bid envelope: "RECEIVED&ACKNOWLEDGE ADDENDUM NO.2 Include a�signed copy of Addendum No.2 in the sealed bid.envelope at the"time of bid submittal,failure to acknowledge receipt of Addendum No,2 Below could cause the subject bidder to be considered "NONRESPONSIVE",resulting in disqualification. RECEIPT ACKNOWLEDGED Transportation and Public Works Department By: MAZY- AgZA gy: Company: Lane Zarate, PE L t'f r1 A Cn4mc t/U 6 1/4C. Engineering Manager I 001I13-1 INVITATION TO BIDDERS Page I of 2 1 SECTION 00 1113 2 INVITATION TO BIDDERS 3 4 RECEIPT OF BIDS 5 Sealed bids for the construction of 2018 CIP Concrete Restoration Contract 6 will be received by 6 the City of Fort Worth Purchasing Office: 7 8 City of Port Worth 9 Purehasing Division 10 200 Texas Street 11 Fort Worth,Texas 76102 12 until 1:30 P.M.CST,Thursday,February 14,2Q19,and bids will be opened publicly and read 13 aloud at 2:00 PM CST in the Council Chambers. 14 15 GENERAL DESCRIPTION OF WORK 16 The major work will consist of the(approximate)following: 21,414 SYeoncrete removal and 7" 17 HES concrete pavement replacement, 5,354 SYgeogrid stabilization, 1,785 CYfdex base, and 400 18 EA Raised pavement markers. 19 20 PREQUALTFICATION 21 The improvements included in this project must be performed by a contractor who is pre- 22 qualified by the City at the time of bid opening.The procedures for qualification and pre- 23 qualification are outlined in the Section 00 21 13—INSTRUCTIONS TO BIDDERS. 24 25 DOCUMENT EXAMINATION AND PROCiIREMENTS 26 The Bidding and'Contract Documents may be examined or obtained on-line by visiting the City 27 of Fort Worth's Purchasing Division website at htt :I/www.fortworthtexas. ov/ urchasin and 28 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site.The 29 Contract Documents may be downloaded,viewed, and printed by interested contractors and/or 30 suppliers. The contractor is required to fill out and notarize the Certificate of Interested 31 Parties Form 1295 and the form must be submitted to the Project Manager before the 32 contract will be presented to the City Council.The form can be obtained at 33 littps://www.ethics-statc.tx.us/tee/1295-Info.htm . 34 35 Copies of the Bidding and Contract Documents may be purchased from: Nikki Mcl:eroy, 36 817.392.8363, City of Fort Worth, Transportation and Public Works, 200 Texas Street,Fort 37 Worth, TX 76102. 38 39 The cost of Bidding and Contract Documents is: 40 Set of Bidding and Contract Documents with full size drawings: $35 41 Set of Bidding and Contract Documents with half size(if available)drawings: $35 42 43 44 PREBID CONFERENCE 45 A prebid conference may be held as described in Section 00 21 13 -INSTRUCTIONS TO 46 BIDDERS at the following location,date,and time: 47 DATE: Thursday, January 31, 2019 48 TMI>;: 9.00AM 49 PLACE: Transportation and Public Works Department, 200 Texas Street 2018 CIP Concrete Restoration Contract 6 CITY OF FORT WORTH 101569 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 22,20I6 001113-2 CN'VITATION TO BIDDERS Pago 2 of 2 1 Tart Wor-th, Texas 76108 2 LOCATION: City Hall 2""Floor 3 4 5 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 6 City reserves the right to waive irregularities and to accept or re}ecf bids, 7 8 FUNDING 9 Any contract awarded under this INVITATION TO BIDDERS is expected to be Funded from 10 revenues generated from bonds and dedicated by resolution to the work under this INVITA'ITON I TO BIDDERS. 12 13 INQUIRIES 14 All inquiries relative to this procurement should be addressed to the following: 15 Attn: Greg Robbins, PE,City of Fort Worth 16 Email: gregory.robbins@g fortworthtexas.gov 17 Phone: 817.92.2333 18 > 19 20 ADVERTISEMENT DATES 21 January 17, 2019 22 January 24, 2019 23 24 END OF SECTION 2o18 CIP Concrete Restaration Contract 6 CITY Or FORT WORXII 101569 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 22,2016 00 21 13-1 INSTRDMONS TO BIDDERS Page I of 9 I SECTION 00 2113 2 INSTRUCTIONS TO BIDDERS 3 1. Defined Terms 4 TO BIDDERS,which are defined in Section 00 72 5 1.1.Terms used in these INSTRUCTIONS 6 00 -GENERAL CONDITIONS. 7 8 1.2.Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 9 meanings indicated below which are applicable to both the singular and plural thereof. 10 11 1.2.1.Bidder: Any person,firm,partnership,company,association, or corporation acting 12 directly through a duly authorized representative, submitting a bid for performing 13 the work contemplated under the Contract Documents. 14 15 1.2.2.Nonresident Bidder:Any person,firm,partnership,company,association,or 16 corporation acting directly through a duly authorized representative,submitting a 17 bid for performing the work contemplated under the Contract Documents whose 18 principal place of business is not in the State of Texas. 19 20 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 21 (on the basis of City's evaluation as hereinafter provided)makes an award. 22 23 2. Copies of Bidding Documents 24 25 2.LNeither City nor Engineer shall assume any responsibility for errors or misinterpretations 26 resulting from the Bidders use of incomplete sets of Bidding Documents. 27 28 2.2.City and Engineer in making copies of Bidding Dociu€nents available do so only for the 29 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 30 for any other use. 31 Pir 32 3. equalificatxon of Bidders(Prime Contractors and Subcontractors) 33 34 3.1.All Bidders and their subcontractors are required to be prequalified for the work types 35 requiring prequalification at the time of bidding. Bids received from contractors who are 36 not prequalified(even if inadvertently opened)shall not be considered. Prequalification 37 requirement work types and documentation are as follows: 38 39 3.1.1. Paving--Requirements document located at; 40 https://project oint.buzzsaw.com/f6Aworthgov/Resources/02%20- 41 %20Construction%20Documents/Contractor%20PreaualiflcationlTPW%20Paying 42 %20Contractor%20Pre ualzfication%20P1•o am/PRE UALIPICATION%20RE 43 [3II�EIV�NTS%20FOR%20PAVING%2000N'I'RACTORS.PDI�?uublic 44 45 3.1.2.Roadway and Pedestrian Lighting--Requirements document located at; 46 hops:l/project�oint.buzzsaw.com/fortworth�ov/Resources/02%20- 47 %20Constroction%20Docinnents/Contractor%2OPre ualification/TPW%20Pavin 48 %20Contractor%2OPxe ualification%20Pro am/PRE UALIFICATION%20RE 49 UlREMENTS%20b OR%20PAVING%2000NTRACTORS TDOpublic CITY OF FORT WORTH2O18 CIP Concrete Resloration Contract 6 101569 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 21,2015 0021 13-2 wTRucTiONS TO BIDDERS Page 2°f 9 2 3.1.3. Water and Sanitary Sewer—Requirements document located at; 3 htt�s//proiectpoint.buzzsaw.eom/fortworuby v/Resources/02%20- 4 %20Coi1struction%20Doounlents/Cont1'actor%20Pi'cc�aitfication/Water%20and%2 5 OSanita %2aSewer%20Contractor%20Pre ualification%2aPro alnlgrr�WSS%°20pre 6 _qual%20requirements.doc? ubl c 7 8 9 3.2.Each Bidder unless currently prequalified,must be prepared to submit to City within 10 seven(7)calendar days prior to Bid opening,the documentation identified in Section 00 11 45 11,BIDDERS PREQUALIF'ICATIONS, 12 13 3.2.I. Submission of and/or questions related to prequalifieation should be addressed to 14 the City contact as provided in Paragraph 6.1. 15 16 17 3.3.The City reserves the right to require any pre-qualified contractor who is the apparent low 18 bidder(s)for a project to submit such additional information as the City,in its sole 19 discretion may require,including but not limited to manpower and equipment records, 20 information about key personnel to be assigned to the project,and construction schedule, 21 to assist the City in evaluating and assessing the ability of the apparent low bidder(s)to 22 deliver a quality product and successfully complete projects for the amount bid within 23 the stipulated time frame.Based upon the City,s assessment of the submitted 24 information,a recommendation regarding the award of a contract will be made to the 25 City Council. Failure to submit the additional information,if requested,may be grounds 26 for rejecting the apparent low bidder as non-responsive.Affected contractors will be 27 notified in writing of a recommendation to the City Council. 28 additional requirements for qualification may be required 29 3.4.In addition to prequalification, 30 within various sections of the Contract Documents. 31 32 3.5.Special qualifications required for this project include the following: ¢Include this 33 paragraph if there are special qualification types for work involving treatment plants,purnp 34 stations, etc. and enter those special qualifications here. If there are none then delete this 35 paragraph.] 36 37 4. Examination of Bidding and Contract Documents,Other Related Data,and Site 38 39 4.1.Before submitting a Bid,each Bidder shall: 40 41 4.1.1.Examine and carefully study the Contract Documents and other related data 42 identified in the Bidding Documents(including"technical data"referred to in 43 Paragraph 4.2.below).No information given by City or any representative of the 44 City other than that contained in the Contract Documents and officially 45 promulgated addenda thereto,shall be,binding upon the City. 46 47 4.1.2.Visit the site to become familiar with and satisfy Bidder as to the general,local and 48 site conditions that may affect cost,progress,performance or furnishing of the 49 Work, 50 2D18 CIP Concrete Restoration Contract 6 CITY OF FORT WORTH 101569 STANDARD CONSTRUCTION S11ECIFCCA:rION DOCUMENTS Revised August 21,2015 0021 13-3 INSTRUCTIONS TO BIDDERS Page 3 of 9 1 4.1.3. Consider federal,state and local Laws and Regulations that may affect cost, 2 progress,performance or furnishing of the Work. 3 4 4.1.4. Omitted 5 6 4.1.5. study all: (i)reports of explorations and tests of subsurface conditions at or 7 contiguous to the Site and all drawings of physical conditions relating to existing g surface or subsurface structures at the Site(except Underground Facilities)that 9 have been identified in the Contract Documents as containing reliable"technical 10 data" and(ii)reports and drawings of Hazardous Environmental Conditions,if any, 11 at the Site that have been identified in the Contract Documents as containing 12 reliable"technical data." 13 14 4.1.6.Be advised that the Contract Documents on file with the City shall constitute o 1.5 the information which the City will furnish.All additional information and data 16 which the City will supply after promulgation of the formal Contract Documents 17 shall be issued in the form of written addenda and shall become part of the Contract 18 Documents just as though such addenda were actually written into the original 19 Contract Documents.No information given by the City other than that contained in 20 the Contract Documents and officially promulgated addenda thereto, shall be 21 binding upon the City. 22 23 4.1.7. Perform independent research,investigations,tests,borings,and such other means 24 as may be necessary to gain a complete knowledge of the conditions which will be 25 encountered during the construction of the project. On request,City may provide 26 each Bidder access to the site to conduct such examinations,investigations, 27 explorations,tests and studies as each Bidder deems necessary for submission of a 28 Bid. Bidder must fill all holes and clean up and restore the site to its former 29 conditions upon completion of such explorations,investigations,tests and studies. 30 31 4.1.8. Determine the difficulties of the Work and all attending circumstances affecting the 32 cost of doing the Work,time required for its completion,and obtain all information 33 required to make a proposal.Bidders shall rely exclusively and solely upon their 34 own estimates,investigation,research,tests,explorations,and other data which are 35 necessary for full and complete information upon which the proposal is to be based. 36 it is understood that the submission of a proposal is prima-facic evidence that the 37 Bidder has made the investigation,examinations and tests herein required. Claims 38 for additional compensation due to variations between conditions actually 39 encountered in construction and as indicated in the Contract Documents will not be 40 allowed. 41 42 4.1.9. Promptly notify City of all conflicts,errors,ambiguities or discrepancies to or 43 between the Contract Documents and such other related documents.The Contractor 44 shall not take advantage of any gross error or omission in the Contract Documents, 45 and the City shall be permitted to make such corrections or interpretations as may 46 be deemed necessary for fulfillment of the intent of the Contract Documents, 47 48 4.2. Reference is made to Section 00 73 00—Supplementary Conditions for identification o 49 2018 CIP Concrete ReBfOraflOn Contract 6 crrY or PORT WORTH 101569 STANDARD CONSTRUCTION SPECIPICATIOiN DOCUMENTS Revised August 21,2015 00 21 11-4 1NSTR13C'1TONS TO BIDDERS Page 4 of 9 1 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. 2 3 The logs of Soil Borings,if any,.on the plans are for general information only. 4 Neither the City nor the Engineer guarantee that the data shown is representative of 5 conditions which actually exist. 6 7 4.2.2.those drawings of physical conditions in or relating to existing surface an g subsurface structures(except Underground Facilities)which are at or contiguous to 9 the site that have been utilized by City in preparation of the Contract Documents. 10 11 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 12 on request, Those reports and drawings may not be part of the Contract 13 Documents,but the "technical data"contained therein upon which Bidder is entitled 14 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 15 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 16 responsible for any interpretation or conclusion drawn from any"technical data"or 17 any other data,interpretations,opinions or information. 18 19 4.3.The submission of a Bid will constitute an incontrovertible representation by Bidder r 24 that Bidder has complied with every requirement of this Paragraph 4,(ii)that without 21 exception the Bid is premised upon performing and furnishing the Work required by the 22 Contract Documents and applying the specific means,methods,techniques,sequences or 23 procedures of construction(if any)that may be shown or indicated or expressly required 24 by the Contract Documents,(iii)that Bidder has given City written notice of all 25 conflicts,errors,ambiguities and discrepancies in the Contract Documents and the 26 written resolutions thereof by City are acceptable to Bidder,and when said conflicts, 27 etc.,have not been resolved through the interpretations by City as described in 29 Paragraph 6.,and(iv)that the Contract Documents are generally sufficient to indicate 29 and convey understanding of all terms and conditions for performing and furnishing the 30 Work. 31 32 4.4.The provisions of this Paragraph 4,inclusive,do not apply to Asbestos,Polychlorinate 33 biphenyls(PCBs),Petroleum,Hazardous Waste or Radioactive Material covered by 34 Paragraph 4.06. of the General Conditions,unless specifically identified in the Contract 35 Documents. 36 37 5. Availability of Lands for Work,E,te. 38 39 5.1,The lands upon which the Work is to be performed,rights-of-way and casements or 40 access thereto and other lands designated for use by Contractor in performing the Work 41 are identified in the Contract Documents. All additional lands and access thereto 42 required for temporary construction facilities, construction equipment or storage of 43 materials and equipment to be incorporated in the Work are to be,obtained and paid for 44 by Contractor. Easements for permanent structures or permanent changes in existing 45 facilities are to be obtained and paid for by City unless otherwise provided in the 46 Contract Documents. 47 2018 CIP Concrete Restoration Comsat 6 Crl'Y OF FORT WORTH 101569 SS'ANDARI]CONSTRUCTION SPRCiFICATION DOCUMENTS Revised August 21,2015 0021 13-5 INSTRUCTIONS TO BIDDERS Page 5 of 9 1 5.2.outstanding right-of-way,easements, and/or permits to be acquired by the City are listed 2 in Paragraph SC 4.01 of the Supplementary Conditions.In the event the necessary right- 3 of-way,casements,the award of contract a and/or time before the Bidder begins any construction 4 work on the 5 project. 6 7 5.3. The Bidder shall be prepared to commence construction without all executed right-o - g way, easements,and/or permits,and shall submit a schedule to the City of how 8 construction will proceed in the other areas of the project that do not require permits 10 and/or easements. 11 12 6. Interpretations and Addenda 13 14 6.1.All questions about the meaning or intent of the Bidding Documents are to be directed to 15 City in writing on or before 2 p.m.,the Monday prior to the Bid opening. Questions 16 received after this day may not be responded to.Interpretations or clarifications 17 considered necessary by City in response to such questions will be issued by Addenda 18 delivered to all parties recorded by City as having received the Bidding Documents. 19 Only questions answered by formal written Addenda will be binding. Oral and other 20 interpretations or clarifications will be without legal effect. 21 22 Address questions to: 23 24 City of Fort Worth 25 200 Texas Street 26 Fort Worth,TX 76102 27 .Attn: Greg Robbins, PE, Transportation and Public Works 28 Fax: 817.392.8092 29 Email:gregory.robbins of ortworthtexas.gov 30 Phone:817.392.2333 31 32 33 6.2.Addenda may also be issued to modify the Bidding Documents as deemed advisable y 34 City. 35 36 6.3.Addenda or clarifications may be posted via Buzzsaw at Insert Link to Documents>. 37 38 6.4.A prebid conference may be held at the time and place indicated in the Advertisement or 39 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 40 Project. Bidders are encouraged to attend and participate in the conference. City will 41 transmit to all prospective Bidders of record such Addenda as City considers necessary 42 in response to questions arising at the conference. Oral statements may not be relied 43 upon and will not be binding or legally effective. 44 45 7. Bid Security 46 47 7.1.Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 48 (5)percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 49 the requirements of Paragraphs 5.01 of the General Conditions, 50 2O18 CIF Conareie Restaraiiav Contract 6 CITY OF FORT WORTH 101569 STANDARD CONSTRUCTION SPECIFICATION DOCUWNTS Revised August 21,2015 002113-6 INSTRUCTIONS TO 3IDDT.RS Page 6 of 9 1 7.2.The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 2 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 3 Agreement within 10 days after the Notice of Award,City may consider Bidder to be in 4 default,rescind the Notice of Award,and the Bid Bond of that Bidder will be forfeited. 5 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 6 other Bidders whom City believes to have a reasonable chance of receiving the award 7 will be retained by City until final contract execution. 9 9 8. Contract Times 10 The number of days within which,or the dates by which,Milestones are to be achieved in 11 accordance with the General Requirements and the Work is to be completed and ready for ated therein by reference to the 12 Final Acceptance is set forth in the Agreement or incorpor 13 attached Bid Form. 14 15 % Liquidated Damages 16 Provisions for liquidated damages are set forth in the Agreement. 17 lg 10. Substitute and "Or-Equal" Items 19 The Contract,if awarded,will be on the basis of materials and equipment described in the 20 Bidding Documents without consideration of possible substitute or"or-equal"items. 21 Whenever it is indicated or specified in the Bidding Documents that a"substitute"or"ox- 22 equal' item of material or equipment may be furnished or used by Contractor if acceptable to 23 City,application for such acceptance will not be considered by City until after the Effective 24 Date of the Agreement. The procedure for submission of any such application by Contractor 25 and consideration by City is set forth in Paragraphs 6.05A.,6.05B. and 6.OSC,of the General 26 Conditions and is supplemented in Section 0125 00 of the General Requirements. 27 28 1L Subcontractors,Suppliers and Others 29 30 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No.2002 31 12-2011 (as amended),the City has goals for the participation of minority business in City contracts.A copy of the Ordinance can be 32 and/or small business enterprises 33 obtained from the Office of the City Secretary. he Bidder shall submit the MBE and 34 SBE Utilization Form, Subcontractor/Supplier UtilizationForm,Prime Contractor 35 Waiver Form and/or Good Faith Effort Form with documentation and/or 3oint 36 Venture Form as appropriate.The Forms including documentation must be received 37 by the City no later than 2:00 P.M. CST,on the second business days after the bid 39 opening date.The Bidder shall obtain a receipt from the City as evidence the 39 documentation was received.Failure to comply shall render the bid as non- 40 responsive. 41 42 11.2. No Contractor shall be required to employ any Subcontractor, Supplier,other person 43 or organization against whom Contractor has reasonable objection. 44 45 12. Bid Form 46 47 12.1. The Bid Form is included with the Bidding Documents;additional copies may e 48 obtained from the City. 49 2018 CIP Conerste Restoration Contract 6 Crry OF FORT WORTH 101569 STANDARD CONSTRE1CTION SPECIFICATION DOCUMENTS Revised August 21,2015 0021 13-7 INSTRUCTIONS'1'O BIDDERS Page 7 of 9 1 12.2. All blanks on the Bid form must be completed by printing in ink and the Bid Form 2 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 3 the Bid Form. A Bid price shall be indicated for each Bid item,alternative, and unit 4 price item listed therein. In the case of optional alternatives,the words "No Bid," 5 "No Change,"or"Not Applicable"may be entered.Bidder shall state the prices, 6 written in ink in both words and numerals,for which the Bidder proposes to do the 7 work contemplated or furnish materials required.All prices shall be written legibly. 8 In case of discrepancy between price in written words and the price in written 9 numerals,the price in written words shall govern. 10 11 12.3. Bids by corporations shall be executed in the corporate name by the president ar a 12 vice-president or other corporate officer accompanied by evidence of authority to 13 sign. The corporate seal shall be affixed. The corporate address and state of 14 incorporation shall be shown below the signature. 15 16 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 17 partner,whose title must appear under the signature accompanied by evidence of 18 authority to sign. The official address of the partnership shall be shown below the 19 signature. 20 21 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 22 member and accompanied by evidence of authority to sign. The state of formation of 23 the firm and the official address of the firm shall be shown. 24 25 12.6. Bids by individuals shall show the Bidder's name and official address. 26 27 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 28 indicated on the Bid Form. The official address of the joint venture shall be shown. 29 30 12.8. Al l names shall be typed or printed in ink below the signature. 31 32 12.9. The Bid shall contain an acknowledgement of receipt of ail Addenda,the numbers of 33 which shall be filled in on the Bid Form. 34 35 12.10, Postal and e-mail addresses and telephone number for communications regarding the 36 Bid shall be shown. 37 38 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 39 Texas shall be provided in accordance with Section 00 43 37—Vendor Compliance 40 to State Law Non Resident Bidder. 41 42 13. Submission of Bids the prescribed Bid Form,provided with the Bidding Documents, 43 Bids shall be submitted on 44 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 45 addressed to Purchasing Manager of the City,and shall be enclosed in an opaque sealed 46 envelope,marked with the City Project Number,Project title,the name and address of 47 Bidder,-and accompanied by the Bid security and other required documents. If the Bid is sent 48 through the mail or other delivery system,the sealed envelope shall be enclosed in a separate 49 envelope with the notation"BID ENCLOSED" on the face of it. 50 2018 CIP Concrete Restoration Contract 6 CITY OF FORT WORTH 101569 STANDARD CONSTRUCTION SPECIFICATION DOCUW ITS Revised August 21,2015 00 21 13-8 INSTRUCTIONS TO BIDDERS Page 8 09 1 14_ Modification.and Withdrawal of Bids 2 3 14.1. Bids addressed to the purchasing Manager and filed with the Purchasing Ofiee 4 cannot be withdrawn prior to the time set for bid opening. A request for withdrawal 5 must be made in writing by an appropriate document duly executed in the manner 6 that a Bid must be executed and delivered to the place where Bids are to be submitted 7 at any time prior to the opening of Bids.After all Bids not requested for withdrawal 8 are opened and publicly read aloud,the Bids for which a withdrawal request has been 9 properly filed may,at the option of the City,be returned unopened. 10 11 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 12 time set for the closing of Bid receipt. 13 14 15. Opening of Bids 15 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 16 abstract of the amounts of the base Bids and major alternates(if any)will.be made available 17 to Bidders after the opening of Bids. 18 19 16. Bids to Remain Subject to Acceptance 20 All Bids will remain subject to acceptance for the time period specified for Notice of Award 21 and execution and delivery of a complete Agreement by Successful Bidder. City may,at 22 City's sole discretion,release any Bid and nullify the Bid security prior to that date. 23 24 17. Evaluation of Bids and Award of Contract 25 26 17.1. City reserves the right to reject any or all Bids,including without limitation the rights 27 to reject any or all nonconforming,nonresponsive,unbalanced or conditional Bids 28 and to reject the Bid of any Bidder if City believes that it would not be in the best 29 interest of the Project to make an award to that Bidder,whether because the Bid is 30 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 31 meet any other pertinent standard or criteria established by City. City also reserves 32 the right to waive informalities not involving price,contract time or changes in the 33 Work with the Successful Bidder. Discrepancies between the multiplication of units 34 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 35 between the indicated sum of any column of figures and the correct sum thereof will 36 be resolved in favor of the correct sum. Discrepancies between words and figures 37 will be resolved in favor of the words. 38 39 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 40 among the Bidders,Bidder is an interested party to any litigation against City, 41 City or Bidder may have a claim against the other or be engaged in litigation, 42 Bidder is in arrears on any existing contract or has defaulted on a previous 43 contract,Bidder has performed a prior contract in an unsatisfactory manner,or 44 Bidder has uncompleted work which in the judgment of the City will prevent or 45 hinder the prompt completion of additional work if awarded. 46 2018 CIP Concrete Restoration Conn-act 6 CITY Or.FOTr WORTH 101569 STANDARD CONSTRUCTION SPECIFICATION DOCUNffiNTS Revised August 21,2015 00 2I 13-9 INSTRUCTIONS TO BIDDERS Page 9 of 9 1 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers,and 2 other persons and organizations proposed for those portions of the Work as to which 3 the identity of Subcontractors, Suppliers,and other persons and organizations must 4 be submitted as provided in the Contract Documents or upon the request of the City. 5 City also may consider the operating costs,maintenance requirements,performance 6 data and guarantees of major items of materials and equipment proposed for 7 incorporation in the Work when such data is required to be submitted prior to the 8 Notice of Award. 9 to 17.3. City may conduct such investigations as City deems necessary to assist in the 11 evaluation of any Bid and to establish the responsibility,qualifications,and financial 12 ability of Bidders,proposed Subcontractors,Suppliers and other persons and 13 organizations to perform and furnish the Work in accordance with the Contract 14 Documents to City's satisfaction within the prescribed time. 15 16 17.4. Contractor shall perform with his own organization,work of a value not less than 17 35%of the value embraced on the Contract,unless Otherwise approved by the City. 18 19 ITS. If the Contract is to be awarded,it will be awarded to lowest responsible and 20 -responsive Bidder whose evaluation by City indicates that the award will be in the 21 best interests of the City. 22 23 17.6. Pursuant to Texas Government Code Chapter 2252.001,the City will not award 24 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 25 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 26 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 27 comparable contract in the state in which the nonresident's principal place of 28 business is located. 29 30 17.7. A contract is not awarded until formal City Council authorization.If the Contract is 31 to be awarded,City will award the Contract within 90 days after the day of the Bid 32 opening unless extended in writing. No other act of City or others will constitute 33 acceptance of a Bid.Upon the contractor award a Notice of Award will be issued by 34 the City. 35 36 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 37 38 18. Signing of Agreement e of Award to the Successful Bidder,it will be accompanied by the 39 When City issues a Notic 40 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 47 Contractor shall sign and deliver the required number of counterparts of the Agreement to 42 City with the required Bonds,Certificates of Insurance,and all other required documentation. 43 City shall thereafter deliver one fully signed counterpart to Contractor. 44 45 46 47 END OF SECTION 2018 CIp Concrete.Restoration Contract 6 CITY Or FORT WORTH 101569 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 21,2015 003215-0 CONSTRUMON PROGRESS SCHEDULE Page i of 10 1 SECTION 00 32 1S 2 CONSTRUCTION PROJECT SCHEDULE 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: b 1. General requirements for the preparation,submittal,updating,status reporting and 7 management of the Construction Project Schedule 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 12 2. Division I—General Requirements 13 D. Purpose 14 The City of Fort Worth(City)is committed to delivering quality,cast-effective 15 infirastructme to its citizens in a timely manner.A key tool to achieve this purpose is a 16 properly structured schedule with accurate updates. This supports effective monitoring 17 of progress and is input to critical decision making by the project manager throughout 18 the life of the project. Data from the updated project schedule is utilized in status 19 reporting to various levels of the City organization and the citizenry. 20 21 This Document complements the City's Standard Agreement to guide the construction 22 contractor(Contractor)in preparing and submitting acceptable schedules for use by the 23 City in project delivery. The expectation is the performance of the work follows the 24 accepted schedule and adhere to the contractual timeline. 25 26 The Contractor will designate a qualified representative(Project Scheduler)responsible 27 for developing and updating the schedule and preparing status reporting as required by 28 the City. 29 30 1.2 PRICE AND PAYMENT PROCEDURES 31 A. Measurement and Payment 32 1. Work associated with this Item is considered subsidiary to the various items bid. 33 No separate payment will be allowed for this Item. 34 2. Non-compliance with this specification is grounds for City to withhold payment of 35 the Contractor's invoices until Contractor achieves said compliance. 36 1.3 REFERENCES 37 A. Project Schedules 38 Each project is represented by City's master project schedule that encompasses the 39 entire scope of activities envisioned by the City to properly deliver the work. When the 40 City contracts with a Contractor to perform construction of the Work,the Contractor 2018 CIP Concrete Restoration Contract 6 C1TY OT FORT WORTH 101569 STANDARD SPFCIFICATION Revised JMY 20,2018 003215_0 CONSTRUCTION PROGRESS SCHF.DUI.E page 2 of 10 1 will develop and maintain a schedule for their scope of work in alignment with the 2 City's standard schedule requirements as defined herein. The data and information of 3 each such schedule will be leveraged and become integral in the master project 4 schedule as deemed appropriate by the City's Project Control Specialist and approved 5 by the City's Project Manager. 6 7 1. Master Project Schedule g The master project schedule is a holistic representation of the scheduled activities 9 and milestones for the total project and be Critical Path Method(CPM)based. The 10 City's Project Manager is accountable for oversight of the development and 11 maintaining a master project schedule for each project. When the City contracts for 12 the design and/or construction of the project,the plaster project schedule will 13 incorporate elements of the Design and Construction schedules as deemed 14 appropriate by the City's Project Control Specialist. The assigned City Project 15 Control Specialist creates and maintains the master project schedule in P6(City's 16 scheduling software). 17 18 2. Construction Schedule 19 The Contractor is responsible for developing and maintaining a schedule for the 20 scope of the Contractor's contractual requirements.The Contractor will issue an 21 initial schedule for review and acceptance by the City's Project Control Specialist 22 and the City's Project Manager as a baseline schedule for Contractor's scope of 23 work. Contractor will issue current,accurate updates of their schedule(Progress 24 Schedule)to the City at the end of each month throughout the life of their work. 25 26 B. Schedule Tiers 27 The City has a portfolio of projects that vary widely in size,complexity and content 28 requiring different scheduling to effectively deliver each project. The City uses a 29 "tiered"approach to align the proper schedule with the criteria for each project. The 30 City's Project Manager determines the appropriate schedule tier for each project,and 31 includes that designation and the associated requirements in the Contractor's scope of 32 work. The following is a summary of the"tiers". 33 34 1. Tier 1: Small Size and Short Duration Project(design not required) 35 The City develops and maintains a Master Project Schedule for the project. No 36 schedule submittal is required from Contractor. City's Project Control Specialist 37 acquires any necessary schedule status data or information through discussions with 39 the respective party on an as-needed basis. 39 40 2. Tier 2: Small Size and Short to Medium Duration Project 41 The City develops and maintains a Master Project Schedule for the project. The 42 Contractor identifies"start'and"finish"milestone dates on key elements of their 43 work as agreed with the City's Project Manager at the kickoff of their work effort. 44 The Contractor issues to the City,updates to the"start"and"finish"dates for such 45 milestones at the end of each month throughout the life of their work on the project. 46 47 3. Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration 48 The City develops and maintains a Master Project Schedule for the project. The 49 Contractor develops a Baseline Schedule and maintains the schedule of their 50 respective scope of work on the project at"a level of detail(generally Level 3)and in 2018 CIP Concrete Restoration Contract 6 CITY OIL PORT WORTH 101569 STANDARD SPECIFICATION Revised JULY 20,2018 003215-0 CONSTRUC"PION PROGRESS SCHEDULE Page 3 of 10 I alignment with the WBS structure in Section 1.4.11 as agreed by the Project Manager- 2 The Contractor issues to the City,updates of their respective schedule(Progress 3 Schedule)at the end of each month throughout the life of their work on the project. 4 C. Schedule Types 5 Project delivery for the City utilizes two types of schedules as noted below. The City 6 develops and maintains a Master Project Schedule as a"baseline"schedule and issue 7 monthly updates to the City Project Manager(end of each month)as a" s" progres g schedule. The Contractor prepares and submits each schedule type to fulfill their 9 contractual requirements. 10 11 1. Baseline Schedule The Contractor dev elops and submits to the City, an initial schedule for their scope 1 alignment with this specification. Once reviewed and accepted by the 13 of work in Contractor 14 City,it becomes the"Baseline"schedule and is the basis against which all progress 15 is measured. The baseline schedule will be updated when there is a change or 16 addition to the scope of work impacting the duration of the work, and only after 17 receipt of a duly authorized change order issued by the City. In the event progress is 18 significantly behind schedule,the City's Project Manager may authorize an update 19 to the baseline schedule to facilitate a more practical evaluation of progress. An 20 example of a Baseline Schedule is provided in Specification 00 32 15.1 21 Construction Project Schedule Baseline Example. 22 23 2. Progress Schedule 24 The Contractor updates their schedule at the end of each month to represent the 25 progress achieved in the work which includes any impact from authorized changes 26 in the work. The updated schedule must accurately reflect the current status of the 27 work at that point in time and is referred to as the"Progress Schedule". The City's 29 Project Manager and Project Control Specialist reviews and accepts each progress 29 schedule. In the event a progress schedule is deemed not acceptable,the 30 unacceptable issues are identified by the City within 5 working days and the 31 Contractor must provide an acceptable progress schedule within 5 working days 32 after receipt of non-acceptance notification. An example of a Progress Schedule is. 33 provided in Specification 00 32 15.2 Construction Project Schedule Progress 34 Example. 35 36 1.4 CITY STANDARD SCHEDULIG REQUIREMENTS 37 The following is an overview of the methodology for developing and maintaining a 38 schedule for delivery of a project. 39 40 A. Schedule Framework 41 The schedule will be based on the defined scope of work and follow the(Critical Path 42 Methodology)CPM method.The Contractor's schedule will align with the requirements 43 of this specification and will be cost loaded to reflect their plan for execution. Overall 44 schedule duration will align with the contractual requirements for the respective scope of 45 work and be reflected in City's Master Project Schedule. The Project Number and Name 46 of the Project is required on each schedule and must match the City's project data. 47 49 B. Schedule File Name 2o18 CIP Concrete Restoration Contract 6 CITY OF FORT WORTH 101569 STANDARD SPECIFICATION Revised JULY 20,2019 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 10 1 All schedules submitted to the City for a project will have a file name that begins with the 2 City's project number followed by the name of file project followed by baseline(if a 3 baseline schedule)or the year and month(if a progress schedule),as shown below. 4 5 a Baseline Schedule pile Name g Format: City Project Number ProjectName_Basoline 7Example: 101376 North Montgomery Street 1IMAC_Basclinc 8 9 a Progress Schedule File Name 10 Format: City ProjectNumber_Project Name YYYY-MM 11 Example: 101376_North Montgomery Street HMAC 2019 01 12 13 • Project Schedule Progress Narrative File Name 14 Format: City Project Number_Project Name PN_YYYY-MM 15 Example: 101376 North Montgomery Street HMAC PN 2018_01 16 17 C. Schedule Templates 18 The Contractor will utilize the relevant sections from the City's templates provided in the 19 City's document management system as the basis for creating their respective project 20 schedule. Specifically,the Contractor's schedule will align with the layout of the 21 Construction section. The templates are identified by type of project as noted below. 22 . Arterials 23 . Aviation 24 a Neighborhood Streets 25 • Sidewalks(later) 26 • Quiet Zones(later) 27 . Street Ligbts(later) 28 . intersection Improvements(later) 29 • Parks 30 • Storm water 31 E Street Maintenance 32 a Traffic 33 a Water 34 35 D. Schedule Calendar 36 The City's standard calendar for schedule development purposes is based on a 5-day 37 workweek and accounts for the City's eight standard holidays(New Years,Martin Luther 38 Icing,Memorial,Independence,Labor,Thanksgiving, day after Thanksgiving, 39 Christmas). The Contractor will establish a schedule calendar as part of the schedule 40 development process and provide to the Project Control Specialist as part of the basis for 41 their schedule. Variations between the City's calendar and the Contractor's calendar 42 must be resolved prior to the City's acceptance of their Baseline project schedule. 43 44 E. WBS &Milestone Standards for Schedule Development 45 The scope of work to be accomplished by the Contractor is represented in the schedule in 46 the form of a Work Breakdown Structure(WBS).The'WBS is the basis for the 47 development of the schedule activities and shall be imbedded and depicted in the 48 schedule. 49 2018 CIP Concrete Restoration Contract 6 CITY OF FORT WORTH 101569 STANDARD SPECIFICATION Revised 1ULY 20,20I8 00 32 15-0 CONSTRUCTION PROCrRI.SS SCIMDULI; Page 5 of 10 1 The following is a summary of the standards to be followed in preparing and maintaining 2 a schedule for project delivery. 3 4 1. Contractor is required to utilize the City's WBS structure and respective protecttype' 5 template for"Construction"as shown in Section 1.4.H below. Additional activities 6 may be added to Levels 1 -4 to accommodate the needs of the organization executing 7 the work. Specifically the Contractor will add activities under VMS XXXXXX.80•83 8 "Construction Execution"that delineates the activities associated with the various 9 components of the work. 10 11 2. Contractor is required to adhere to the City's Standard Milestones as shown 1n i2 Section I AJ below. Contractor will include additional milestones representing 13 intermediate deliverables as required to accurately reflect their scope of work. 14 15 F. Schedule Activities 16 Activities are the discrete elements of work that make up the schedule,They will be 17 organized under the umbrella of the WBS. Activity descriptions should adequately 18 describe the activity,and in some cases the extent of the activity. All activities are 19 logically tied with a predecessor and a successor.The only exception to this rule is for 20 "project start"and"project finish"milestones. 21 22 The activity duration is based on the physical amount of work to be performed for e 23 stated activity,with a maximum duration of 20 working days.If the work for any one 24 activity exceeds 20 days,break that activity down incrementally to achieve this duration 25 constraint. Any exception to this requires review and acceptance by the City's Project 26 Control Specialist. 27 28 G. Change Orders 29 When a Change Order is issued by the City,the impact is incorporated into the previously 30 accepted baseline schedule as an update,to clearly show impact to the project timeline. 31 The Contractor submits this updated baseline schedule to the City for review and 32 acceptance as described in Section 1.5 below.Updated baseline schedules adhere to the 33 following: 34 35 1. Time extensions associated with approved contract modifications are limited to the 36 actual amount of time the project activities are anticipated to be delayed,unless 37 otherwise approved by the Program Manager. 38 39 2, The re-baselined schedule is submitted by the Contractor within ten workdays er 40 the date of receipt of the approved Change Order. 41 42 3. The changes in logic or durations approved by the City are used to analyze the imp act 43 of the change and is included in the Change Order. The coding for a new activity(s) 44 added to the schedule for the Change Order includes the Change Order number in the 45 Activity ID. Use as many activities as needed to accurately show the work of the 46 Change Order. Revisions to the baseline schedule are not effective lentil accepted by 47 the City. 48 44 50 H. City's Work Breakdown Structure 2018 CIP Concrete Restoration Contract 6 CITY OF FORT WORTH 101569 S-fANDARD SPECIFICATION Revised JULY 20,2018 00 32 15 -0 CONSTRUCTION PROGRESS SCHEDULE Page 7 of 10 1 3310 Submit Final Design to Utilities,ROW,Traffic,Parks,Storm Water, 2 Water& Sewer 3 3330 Conduct Design Public Meeting#3 (if required) 4 3360 Final Design Complete 5 ROW&Easements 6 4000 Right of Way Start 7 4230 Right of Way Complete g Utility Relocation 9 7000 Utilities Start 10 7120 Utilities Cleared/Complete 11 Construction 12 Bid and Award 13 S110 Start Advertisement 14 8150 Conduct Bid Opening 15 8240 Award Construction Contract 16 Construction Execution n Public Meeting#4 Pre-Construction 17 9330 Conduct Constructio 18 8350 Construction Start 19 8370 Substantial Completion 20 8540 Construction Completion 21 9130 Notice of Completion/Green Sheet 22 9150 Construction Contract Closed 23 9420 Design Contract Closed 24 1.5 SUBMITTALS 25 A. Schedule Submittal&Review 26 The City's Project Manager is responsible for reviews and acceptance of the Contractor's 27 schedule. The City's Project Control Specialist is responsible for ensuring alignment of 29 the Contractor's baseline and progress schedules with the Master Project Schedule as 29 support to the City's Project Manager. The City reviews and accepts or rejects the 30 schedule within ten workdays of Contractor's submittal. 31 32 1. Schedule Format 33 The Contractor will submit each schedule in two electronic forms,one in native file 34 format(.xer,.xml,.mpx)and the second in a pdf format,in the City's document 5 management system in the location dedicated for this purpose and identified by the 3 36 Project Manager. In the event the Contractor does not use Primavera P6 or MS 37 Project for scheduling purposes,the schedule information must be submitted in.xis or 38 .xlsx format in compliance with the sample layout(See Specification 00 32 115.1 39 Construction Project Schedule Baseline Example),including activity predecessors, 40 successors and total float. 41 42 2. Initial&Baseline Schedule 43 The Contractor will develop their schedule for their scope of work and submit their 44 initial schedule in electronic form(in the file formats noted above), in the City's 45 document management system in the location dedicated for this purpose within ten 46 workdays of the Notice of Award. 47 2018 C1P Concrete Restoration Contract 6 CIT'v OF FORT WORTH 101569 STANDARD SPECIFICATION Revised IL1LY 20,2018 003215-0 CONSTRUCTION PROGRESS SCHF-DULU Page 6 of I0 1 2 WBS Code WBS Name 3 XXXXXX Project Name 4 XXXXXX.30 Design 5 XXXXXX.30.10 Design Contractor Agreement 6 XXXXXX,30,20 Conceptual Design(30%) 7 X C XXX.30.30 Preliminary Design(60%) 8 XXXXXX.30.40 Final Design 9 XXXXXX.30.50 Environmental 10 XXXXXX.30.60 Permits 11 XXXXXX.30.60.10 Permits--Identification 12 XXXXXX30.60.20 Permits-Review/Approve 13 XXXXXX,40 ROW&Easements 14 XXXXXX.40.10 ROW Negotiations 15 XXXXXX.40.20 Condemnation 16 XXX.XXX 70 Utility Relocation 17 XXXXXX.70.10 Utility Relocation Co-ordination 18 XXXXXX.80 Construction 19 XXXXXX.80.81 Bid and Award 20 XXXXXX,80.83 Construction Execution 21 XXXXXX.80.85 Inspection .22 XXXXXX.80.86 Landscaping 23 XXXXXX.90 Closeout 24 XXXXXX.90.10 Construction Contract Close-out 25 XXXXXX.90.40 Design Contract Closure 26 27 28 1. City,s Standard Milestones 29 The following milestone activities(i.e.,important events on a project that mark critical 30 points in time)are of particular interest to the City and must be reflected in the project 31 schedule for all phases of work. 32 33 Activity ID Aetivity Name 34 Design 35 3020 Award Design Agreement 36 3040 Issue Notice To Proceed-Design Engineer 37 3100 Design Kick-off Meeting 38 3120 Submit Conceptual Plans to Utilities,ROW,Traffic,Parks,Storm Water, 39 Water&Sewer 40 3150 Peer Review Meeting/Design Review meeting(technical) 41 3160 Conduct Design Public Meeting#1 (required) 42 3170 Conceptual Design Complete 43 3220 Submit preliminary Plans and Specifications to Utilities,ROW,Traffic, 44 Parks, Storm Water,Water&Sewer 45 3250 Conduct Design Public Meeting#2(required) 46 32b0 Preliminary Design Complete 2018 CIP Concrete Restoration Contract 6 CITY OF PORT W0R'rI3 101 569 STANDARD SPECIFICATION Revised JULY 20,2018 00 32 15.4-0 CONSTRUCTION PROGRESS SCHEDULE—SUBMITTAL PROCESS Page 3 of 7 'r�e''gd�cllwew[l;r 1s.J,Help 4 C6x�00f4 'uI19mW t Mad t �m ;! 1 gB�Sayy II] Note !® Mr _ OB70i-Maxseedtmiow Rnlxovem R HomerVP- p� - !� Fddrr I]fWt;Prms _ ��],'Schedules lnaex.xls Fred Gdffn 16,384 14icrosoltl 6p�1 p Bid Responses i 8-u Cansh"W jLb-M Co hsh[tants ai CmVachor 1 i--�[�rrespandera� I I p ]G�ieral ContradUa vnmts and Sped h [i7-�Project prav,irhgs p-�Ph hiclHe u%,s }�Ra9Prap2rtV j ' Sdredldes Index.xls ! i �-�007LF5-Uhhahl Wages Cm'llral Llus6=r SaF 8-�W705-Urban YAa9es Certtrd Cfustrr5wl p-ft Bn7o6-L1r.Y%3gesSEM teiBerrY-f'Y Ea7-(h W706-Urban Wages SEdrster j Iiith C07W-Sanitary sewer Rehab Contract LX_ 00755-Mesq tl Rd 2DU4CIF Year I(Des !. ItI-1h 0o76B-OFIm Raad-WVMt1vhhl Crag j �-Q 0o77B-teLwn Chamel_ 00786-s.%ff Creek&SY arasrhuol',r.f: __ - _ _- ---- L _ rram�— �II - _ _ 1 Ready 2 3 Select Browse and go to the location of the files on your desktop. 4 Select open s&ddonxnenls to add todhaprajectweb site.Ynu�na�O add to a0oo+nentP}s4er(optin+al)•. QSe3eFL rindude AuteCAO extcmal rafarchcea -.-'tjgctr4nehst5 " E Fde Name F>ielnmfion MoaE.. Size ¢jA�eoriune+ht ; ' It®`'T I My l7oa is �.MGdletTdihdntana9r+Pra7 Yh ' IIb MY Computer �]Musimaies Player � IrTY Retch MY Network Pla�-s �j1Achle Proles s Dxtr arft Adobe Ao WJIProfe-.�anat L�and�xJ> s•pdF i Burl Cos&Opus y�t]ear7ypeTsrhg ar of Record Eat Pro r Add to - `iy;J�J. &rrzsaw 2oW _- - - -- -�-� -:-� �CtLa•7tm}-mN �.`I rnaxrmd PMr Exam sm 71 ; r'Add at - = FleZla dent f:7`'C1Ystal Reports 2WB ; r cm ur Googie rth 0ei t'ZickRefereme r,erk.pdf 3 el ssttrr��0lskoe5 gnwnfer - - PWV a }B Ptwtosmart Express P!' �HPPhotosma Meder )Free Smnd RaCorder _. •Ft'Solution Cenhl C-ree5ohchdfTecvrder.exe E LiPassCarrnect tapes—it Totes 'Jloyin.IPs i MyCo,hplg tryvosaRYmaYersionZt1027nsdeOheth'Book �Nekfeeiing J__�',_—_------ --qpM��� MylJehraRc flelwne::- :,.•.g. - h--_^O�{ P��s Fh�dlype: Mfresr7 _ - ..- Cancel ! 5 - ' ti 7 The filewill appear in the Buzzsaw Add to Project—Select Documents window 8 9 Select Next. 10 2018 CIP Conofete Restoration Coritraet G CITY OF FORT WORTH 101559 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 7ULY 20,2018 oo 3215.4-0 CONSTRUCTION pROGRUSS SCIITsDULE-SUBMITTAL PROCESS Page 2 of 7 PIaI� Iptwu:lh9sY- 1 � �Oa7IlY-F1axseed lka4ageaP"aY�'q+ Name �fidFsmn � �, .Sd�dlesNdex.:ds Red Griffn 16,3a4 h4Qasaft Ex�W..- ! EidRespstuen � ponstnrctwn CplWuwn 1. I i—�Caresparden� �. I ? p-�Gma-al casskact�oaments ands I', �-�Plnlect�rarA:gs !� � I ��R►'5c Meetings f I I W-a RuAR-WAY l j L-M UzAt1s I Ii [ LF�007175_Iktaa Wages Central tlusler: i o0Aaa3os-CkLanVAaOesCentralOustrer' I' 1 y'} 0a70a-t]Wan Y�ges SE Chdl aemy 1' 1 O-�Oa7a6-Lkha V2ages SECka�Hearl � p-$tl073a-Sa<:1ta'Y Servrs0.efiab C.nntrac { (�-�Oa755-Mesc}�teRd 210A C'lP Yea<iQ:,i �',�-�Oa3G8-EYrks Rnad-&yantLvin to l flll"lB-LehowM.W4 ' I��0a787-C��Y Rid-Aldm�a hi t� . ,��A-pi_l Jar:ul•�d�n �:��.jJ,�1���.�v_:_.���.-- �. � _ _ �_ I 1 Total lain Mu:6 sem:ds anh"'eft 2 sem�ds:eerver:lsem:�,`lent: seconds)dnva�nnded:i61®-- 2 3 Two files will be uploaded for each submittal.A native schedule file format ei er 4 Primavera.xer or MS Project.Tapp and a PDF version of the schedule will be uploaded 5 6 Verify that the file name contains the 5-digit Project ID,Project Name,and SubmittalDate ion. Initial schedule submittal will be labeled as 7 and follows the standard naming convent 8 `Baseline'for example; g 00701 TrlaxseedDrainagelmprovements-Baselhle 10 11 Schedule submittal updates will be labeled with Schedule Submittal Date`YYYY MM' or 112 example: 13 00701-FlaxseedDrainagelmprovements-2009_0I 14 15 Expand or select the Schedules folder and add both the native file and PDF file tot e 16 directory. 17 From the Toolbar Select oAdr7 Docufnertt 2o18 CIP Concrete Restoration Contract 6 CITY OF FORT WORT1i 101569 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S Revised JULY 20,2018 00 3215.4-0 CONSTRUCTION PROGRFSS SCHEDULB—SUBMITTAL PROCESS Page 1 of 7 1 SECTION 00 32 15.4 2 CONSTRUCTION PROTECT SCMDULE—SUBM11"TAL PROCESS 3 PART I- GENERAL 4 The following information provides the process steps for the Contractor to follow for 5 submitting a project baseline or progress schedule for a capital project to the City of Fort 6 Worth. See CFW Specification 00 32 15 Construction Project Schedule for details and 7 requirements regarding the Contractor's project schedule. 8 9 1f you are not a registered CFW Buzzsaw user,please email or contact: 10 11 Fred Griffin,Buzzsaw Administrator 12 City of Fort Worth 13 Fred.Gri££in@£ortworthgov.org 14 817-392-8868 15 16 Using your registered username and password log into the City's Buzzsaw Site 17 htt s:ll ro ce oint.buzzsaw.comlclientlfo"orthgov hum - t". 19 20 Navigate to your Project Folder.Verify that your Project ID and Project Name are 21 consistent with Project Folder Name. 22 23 Navigate to the Schedule Directory under your Project Folder.The 00701-Flaxseed 24 Drainage Improvements prof ect is used for illustration. 25 2018 CIP Concrete Restoration Contract 6 CITY OF FORT WORTH 101569 STANDARD CONSTRUCTION SP]~CIFICAT[ON DOCUMENTS Revised JULY 20,2018 on 3215.3-D PROGRESS MARRA:rTVl3 Page 1 of 1 SECTION 00 3215.3 CONSTRUCTION PROJECT SCHEDULE PROGRESS NARRATIVE Reporting Period: Date Issued: Project Name: company Name: City Project No: Engineer's Project No: City Project Manager: Engineer's project Manager: A. List of activities accomplished in the reporting period. 1. (insert text here) 2. (i nse rt text h e re) 3. (insert text here) 4. (insert text here) 5. (insert text here) 6. (insert text here) B. List of activities to be accomplished in the next reporting period F text here) text here) text here) text here) . text here) 6. (insert text here) C. List any potential delays and provide mitigation actions =(inserttext D. List any actual delays and provide recovery actions E2 (insert sert text here) text here) sert text here) City of Fort Worth,Texas Construction Project Schedule Narrative Report for CFW Projects TPW Official Release Date:7.26.2n18 Page 1 of 1 003215.2-0 CONTRACTOR PROJECT SCREDULE—PROGRESS EXAMI LE Page 4 of 4 1 END OF SECTION 2 3 4 5 Revision Log DATE NAME SUMMARY OR CI3ANGE July 20,201 S M.Jarrell initial Issue 6 2018 CIP Concrete Resto7QfiOn Coefravr 6 CYTY OF FORT WORTH 101569 STANDARD CC)NSTRU(lrloN SPECIFICATION DOCUMENTS Revised J LY20,201S 0032 15.2-U CONTRACTOR PROJECT SCHEDULE--PROGRESS EXAMPLE Page 3 of 4 --------------------- - IC�3r G-.. - �-.S"I N N ty A:4:?y N 4f4' 'N.N N,H N N M1u ci N N iV °I 4'1�:ry H S? M•� 4�a iN'', , 0Q4 7A fL _ �x ai ni ai d�' rti el��m ma of hf ei ' i0 mad.td ia�m •mow Pr t4,gi 4�a�el � �.-. ryry- -a V ; m m,m. do •.v r��s� ' m.mm�r�i+n- �`!°,�p �m d, WIN 11 yy[[ K 7R iR y< ❑-�EI F . Y -T d 4 P P.El I -9 eR O 9 '._ �i:Ff,lY.M 1Q wf 5Y } 5 � N (r c _O NO A YS q . $ $ �FSbbM ' 414, sstn M. 1 2 2018 CIP Concrete kest01.060n Cor`�1569 CYTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised JULY 204 2M 00 32 15.2-0 CONTRACTOR PROJECT SCHEDULE—PROGRESS EXAMPLE Page 2 of 4 . :• .;r is .I a r f a _ t i y _ 7 i rr 61 -- � - 1 = - ai - LE I N bl`,~ L' C'.N N N A^4 rv,N N N y.N N M SV N N N fS'i Iy�N N-Ca 1`[ri uNi .N ' 'a sa-6, rs 04 • . n Y � gi bi. wm�cQcew 41 � °� �mp ro,>4„amt�., ®ba t®(d d31H:m -4'1 •!ate �� eaw � �• �•" �. � -�� N fib•.^ �N Y f� �. - •� r: r P r ' Irl Lq"fl �pyy� Ej N art 1 ' W�ddHI '' .�- - ;w ._ Mn 2018 CIP Concrete Restoration Colgracl 6 CITY OF FORT WORTH 101569 STANDARD CONSTRUCTION SPECIFICATION DOCUbMNTS Revised JULY 20,2018 003215.2-0 CONTRACTOR PROJECT SCHEDULE—PROGRESS EXAMPLE Page I of4 1 SECTION 00 3215.2 2 CONSTRUCTION PR03ECT SCHEDULE—PROGRESS EXAMPLE 3 PART1- GENERAL 4 The following is an example of a Contractor's project schedule that illustrates the data and 5 expectation for schedule content depicting the progress for the project. This version of the schedule is referred to as a"progress"schedule. This example isinttended to provide 6 7 guidance for the Contractor when developing and submittinga progress schedule. See 8 CFW Specification 00 32 15 Construction Project Schedule for details and requirements 9 regarding the Contractor's project schedule. 10 11 12 13 { 14 15 16 17 18 19 20 21 22 23 24 25 26 27 20M CIP Concrete Restoration CO/101569 CITY OF FORT WORTH STANDARD CONSTRUCTION SpECIHICATIONDOCUMP.NTS Revised JULY 20,2018 00 32 15.1-0 CONSTRUCTION pROJ1 CT SCHED10L6—BASIiLIN13 EXAWL13 page 5 of 5 END OF SECTION 2 3 4 5 Revision Log DATE NAME SUMMARY OF CHANGE July 20,2018 M.Jarrell Tivlial Issue 6 2018 CIp Conarele Resloralion Conl 569 CITY OF PORT WORTH STANDARD CONSTRUCTION SpF_CIFICATION DOCUWN'i'S Revised JULY 20,2016 00 32 15.1-0 CONSTRUCTION PROJECT SCUBDULS—BASELINE P.XAMPLE Page 4 of 5 '7 m , N jtl --------�_. 1.-_------- EL as ss Pa psi 77G� P.4 OJ mrn ma m �+ 'd s s f2 CL o" ; 4V�� pp lot T a c [i 0 P N SY A 2018 CIP COncrefe Resforatlon Ca/101564 CPTY OF FORT WORTH STANDARD CONSTRUCTION SPrCII'ICKf'ION DOCUMENTS Revised IULY 20,2018 00 32 15.1-0 CONSTRUCTION PROJECT SCHEDULE—BASELINE EXAMPLE Pago 3 of 5 Z. S7 ; 9tn13 d _AzV O N I�dn+ �ynv !] P{ ory� � r I�V fro, Vq m Pi.l+.�1` rNi`r-M Iq ''` Vl Pi A ez{ a m.. '_w of r 96 Av t..lee te. RA p .-. 1 2 2018 Cff Concrete Restoration Contract 6 CITY OF FORT WORTH 101569 STANDARD CONSTRUC•1'ION SPECIFICATION DOCUMENTS R"ised7UL Y 20,2018 00 32 15.1-0 CONSTRUCTION PROJECT SCREDULE-13ASELMIT EXAWLE Page 2 of 5 I. —1------ .a j= f F x5 . lg.b a oa �..' g -f�a rr # p��-� ��•`� � � ti_ba:o';r� 4 �s�.,'�p'�; �'�I�'{•i i�a,� - a " o tj OP - f] AP:� € � CGI-lY Yi-. Nt�oM �N t� ILI tF $ ow �� my na ta, n w �i . nor CD is `E' . f : . � "Go-TiL r M 9 .� M'm`rsi�..� 17 �m ,y,•,� rryo-'� H 2018 C1P Concrete Rest(n ation Contract 6 MY OF FORT WORTH 101569 STANDARD CONSTRU"ON SPISCIFICATION DOCUMENTS Revised nux 20,2018 003215.1-0 CONSTRUCTION PR03BCT SCHEDULL--BASHT INE EXAMPLE Page 1 of 5 1 SECTION 00 3215.1 2 CONSTRUCTION PROJECT SCHEDULE—BASELINE EXAMPLE 3 PART 1- GENERAL 4 The following is an example of a Contractor's project schedule that illustrates the data and 5 expectation for schedule content depicting the baseline for the project. This version of the 6 schedule is referred to as a"baseline"schedule. This example is intended to provide 7 guidance for the Contractor when developing and submitting a baseline schedule. See CFW 8 Specification 00 32 15 Construction Project Schedule for details and requirements regarding 9 the Contractor's project schedule. 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 46 2018 CIP Concrete Resforaffon Contract 6 CITY OF FORT WORTH 101569 STANDARD CONSTRUCT sPEclr�cATror1 DOCUMENTS Revised ICILY 20,2019 003215-0 CONSTRUCTION PROGRFSS SCHEDULF Page 10 of 10 1 Revision Log PDATE NAME SUMMARY OF CHANGE 20,2018 M.Iarrell Initial Issue Z 2018 CIP Concrete Restoration Contract 6 C1Ty OF FORT WORTH 101569 STANDARD SPECIFICATION Revised JULY 20,2018 003215-0 CONSTRUCTION PROGRESS SCHEDTJLE Page 9 of 10 1 . Schedules and Monthly Construction Status Reports are submitted in Buzzsaw 2 following the steps outlined in Specification 00 32 15.4 Construction Project 3 Schedulc Submittal Process. 4 . Once the project bas been completed and Final Acceptance has been issued by the 5 City,no further progress schedules or construction status reports are required from 6 the Contractor. 7 1.6 ACTION SUBMITTALSANFORIVIATIONAL SUBMITTALS [NOT USED] 8 1.7 CLOSEOUT SUBMITTALS [NOT USED] 9 1.8 MAINTENANCE MATERIAL,SUBMITTALS [NOT USED] 10 1.9 QUALITY ASSURANCE 11 A. The person preparing and revising the Contractor's Project Schedule shall be 12 experienced in the preparation of schedules of similar complexity. 13 B. Schedule and supporting documents addressed in this Specification shall be prepared, 14 updated and revised to accurately reflect the performance of the Contractor's scope of 15 work. 16 C. The Contractor is responsible for the quality of all submittals in this section meeting the 17 standard of care for the construction industry for similar projects. 18 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USE, 19 1.11 FIELD [SITE] CONDITIONS [NOT USED] 20 1.12 WARRANTY [NOT USED] 21 1.13 ATTACHMENTS 22 Spec 00 32 15.1 Construction Project Schedule Baseline Example 23 Spec 00 32 15.2 Construction Project Schedule Progress Example 24 Spec 00 32 15.3 Construction Project Schedule Progress Narrative 25 Spec 00 32 15.4 Construction Project Schedule Submittal Process 26 27 28 PART 2- PRODUCTS [NOT USED] 29 PART 3- EXECUTION [NOT USED] 30 END OF SECTION 31 32 33 34 201 S CTP Concrete Restoration Contract 6 CITY OF FORT WORTH 101569 STANDARD SPECIFICATION Revised DULY 20,2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 8 of 10 1 "fhe City's Project Manager and Project Control Specialist review this initial schedule 2 to determine alignment with the City's Master Project Schedule,including format& 3 WBS structure. Following the City's review,feedback is provided to the Contractor 4 for their use in finalizing their initial schedule and issuing(within five workdays)their 5 Baseline Schedule for final review and acceptance by the City. 6 7 3. Progress Schedule g The Contractor will update and issue their project schedule(Progress Schedule)by the 9 last day of each month throughout the life of their work on the project. The Progress 10 Schedule is submitted in electronic form as noted above,in the City's document 11 management system in the location dedicated for this purpose. 12 13 The City's Project Control team reviews each Progress Schedule for data and 14 information that support the assessment of the update to the schedule. In the event 15 data or information is missing or incomplete,the Project Controls Specialist 16 communicates directly with the Contractor's scheduler for providing same. The 17 Contractor re-submits the corrected Progress Schedule within 5 workdays,following 18 the submittal process noted above. The City's Project Manager and Project Control 19 Specialist review the Contractor's progress schedule for acceptance and to monitor 20 performance and progress. 21 22 The following list of items are required to ensure proper status information is 23 contained in the Progress Schedule. 24 • Baseline Start date 25 + Baseline Finish Date 26 • %Complete 27 a Float 28 a Activity Logic(dependencies) 29 . Critical Path 30 . Activities added or deleted 31 . lxpected Baseline Finish date 32 . Variance to the Baseline Finish Date 33 34 B. Monthly Construction Status Report 35 The Contractor submits a written status report(referred to as a progress narrative)at the 36 end of each month to accompany the Progress Schedule submittal,using the standard 37 format provided in Specification 00 32 15.3 Construction Project Schedule Progress 38 Narrative. The content of the Construction Projeet Schedule Progress Narrative should 39 be concise and complete to: 40 . Reflect the current status of the work for the reporting period(including actual 41 activities started and/or completed during the reporting period) 42 • Explain variances from the baseline on critical path activities 43 • Explain any potential schedule conflicts or delays 44 • Describe recovery plans where appropriate 45 • Provide a summary forecast of the work to be achieved in the next reporting period. 46 47 C. Submittal Process 201S CIP Concrete Restoration Contract 6 CITY OF FORT WORTH 101569 STANDARD SPECIFICATION Revised IULY 20,2018 00 32 15.4-0 CONSTRUCTION PROGRESS SCHEDULE--SUI3MITTAL PROCESS Page 4 of 7 1 Do not select Finish at this time. 2 rrt� L5 seied dooxnenis to add to the rraiectweb site-You pan also add to a Domvmeit Register(oPfiW4. Selej Hlowse... 1 fridude AutaCkDexterrmlreteres �--Docuinepts ' ' '`" ' � File Name ]fie Lamtion MadhF.,. Sae AttadiC&ilment ... - . - _ _ �Utl7lll+la)seedDr vhageImproventerhte_2IX19:]ail C:1�� ... I� r Ado to-❑ocumettRe4ster; -SelectapawmenlReglster- r odd aunt ices to thA uploadedfiles in theupload wizard C�antirdJers�hautad�ngatrnbutas 3 y 4 5 You will be placed into the Attach Comment window to enter a record into the Project 6 Schedule Submittal Log. 7 9 Enter the Project ID-Project Name-Submittal in the Subject Line. 9 to Type Submittal and Company Name into the Comment window along with Contact Name 11 and Contact Phone Number. 12 13 Select Next. 14 '{, FCreatea umnment thathechhtoes the versiondesaipfianandfYskdsnrssiotr lien fort8es being added. lhiff.kPisoptional - "�5e(e¢Donxnents ., ...,;.. (-add wmnaht to new d=ssihm s n� d p------ -7axseedQmrthage7�ravemerhtsBaseGne g�Senl=ina9 s'alech 9ase$na Sdhedute Sutimil�l fram'ComDany Name � =7 ContaLIName Contact Phone ['- �'t,�r, Or 4 to January 31,2X19 -+< ate 5dhedde Suhmitlal fiom'Campsny Name for workPerfarmedW Y C9ntactName L Contoaphonet ii i S �i J-. Hdp 15 16 201E CIP Concrete Restoration Contract 6 CITY OF FORT WORTH 101569 STAfIDARl)CONSTRUCTION SPECIFICATION DOCUMENTS Revised JULY 20,201 S oo3215.4-0 CONSTRUCTION PROGRFSS SCHEDULE—SUBMITTAL PROCESS Page S of 7 1 2 You will be placed into the Send Email Notification window- 3 4 Select To and the Select Recipients window will appear with a list of Project Contacts. 5 b Select the Project Manager as the To Recipient and the Project Controls Group as the Copy 7 Recipient. 8 pp sew—aN .rhw Patatmen8ers rwC6Y pLh—Fdn—W'Q wd—d Me.�TW.elep Se PPtlar.•1 �-p5.4n oPcun«tm ss eb*tecarenmr -��"__fie.: subllclr t>ndprtl k77 point-Flm7-11T, �F... Co...T�.. 9 CF... m... ',. 1... T... 5.,, C.�.. re... Ij... T�.. ]..� Ja[... lc...... T.�. W...'iH-.., k...., v... lh�. 8 d.. ro... �.. V..• T... cF... ; �... Nc T�.. CP... e... 11I W. ... W.I.P..- P,F. oa..: E, av..+d sprd Wa Be•..• wo B... FH... Nn..� prn..., f Fiii PrW�cranbbh Teem Wuera.., vr... e... a..... Ne... ��.. � _. SdM F... 2... F.•• Nay.. Ne�.r CN.�. �. . y.,urswf [f1�i vrbtact... ...••• ��.. r . C—d V CMtraG[i11� r Member TrlFam4atlon�.. _�1�---�' 9 fCa 1 mG 10 11 12 Select the Paste Comment button to copy the Comment into the body of the email 13 14 Select Finish. 15 2018 CIP Concrete Restoration COatraet G CITY OF FORT WORTH 101569 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised JULY 20,2019 00 32 15.4-0 CONSTRUCTION PROGRESS SCHEDULE--SUBMITTAL PROCESS Page 6 of 7 {{ E?l Send emal to usher projectmembers nptifymg them of the new or updated fires.Zhk stepis wwnal - i--....easle nomment d-Email- Ta,.. FredGdFfin -- _ -_ _-- _-- -- -- — - 'fin Ce.. Pro}ed ControlsTcam Bu... - Subject: tM17aL�IaxseHlt7faitageFmlvementseasdvle lasela v Sdredkde subdHat from Company Name" Contact Name ContactPhom Dr Update schadulesubmlttd from'Cnmpany Name'for worst performed up W 3a vary 3t.7" Contact Name CnnlactPhone Cliadc hlexh a FWr h C nd Hdp 2 3 The schedule file is uploaded to the directory.An email is sent to the City's Project 4 Manager and Project Control Specialist. S I ems'06 ¢ ctl�d_ �d�l4rr , x�P Itx �. MIa�'o�l4- � •raffia. ;�.1 6aasaw C r - - r umol-t1a�eWor Ixwuveiner[�I nay nuu- se 11V dQ adrmms i sd,adla hdexrds rd�oiFn >G. hFa'asoRKr... tiJl7fdW8 sr .Q mr „�, p„hterw1... 74,250 Iv3trre Ifalmo��.d4 i q-[]crosuuctic^ Ii I s elp qd in mnvimnts ?-�Cenhacax - i � ] ��Corcc�tdd+oc j i r�Li"j�----'Ctn4aaooavmvds end5y�a _ I t>,_An>hi�tteaa� - I �Ca neat Praar�IY � � omaz+ta�ecmrwaR�Imx� �5d,e3icsudFx.ffi j Nd V�aes i I �}�m]o5-rkhar�y/yl�rxnhaltlue�SZF Vy-(�DONS-1ki>an lflap Centrditn1�5w1 '�� r&�DO906-1kLanlr+Rx9es 5ECk.1.rarRyia. �-�0070a-LTbaalfFa9exgl'>�><'r Fkar Fas t lA OD730-S-* 7r5 erRelah Cont—M f [}.1k w7s5-HEWIIE U m"UP Yea l tots 1 had oo�ss c.ksaoaa-pyantLvn m Rah LU 1 - - 6 g Upload the PDF file using the same guideline. 9 10 11 12 END OF SECTION 13 14 CITY OF FORT WORTH 201a CIP Cotiefete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised JULY 20,20I8 0032 15.4.0 CONSTRUCTION PROGRESS SCHEDULE—SUBMITTAL PROCESS Page 7 of 7 i Revision Log DATE NAME SUMMARY OF CHANGE July 20,2018 M.Jarrell Initial Issue 2 CITY OF FORT WORTH 2O18 CIP Concretc Rcsloration CaillfRct 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised JULY 20,2019 00 35 13 Conflict of Interest Staternani 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 CIQ 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. http://Www.ethics.state.ix.us/forms/CIQ.Pdf http:l/www.ethfcs.state.tx.us/formsICia.pdf A CIQ Form does not apply ❑ CIQ Form is on file with City Secretary ❑ CIQ Form is being provided to the City Secretary CIS Form does not apply ❑ CIS Form is on File with City Secretary ❑ CIS Form is being provided to the City Secretary � 4/o4: 0 SignaturIP .- f 0 0 Title: v L cz. PMz it C-UV.6 oz/ 14 fzo,l END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20171109 2016 CIP Concrete Rastoralion Contact 6 101569 00 41 00 BID FORM Page 1 of 3 SECTION 00 4100 BID FORM TO'. The Purchasing Manager clo:The Purchasing Division 200 Texas Street Street City of Fort Worth,Texas 76102 FOR: 2018 CIP Concrete Restoration Contract 6 Chapel Creek Blvd(White Settlement Rd-Old Weatherford Road)&Weslpoint Blvd(Academy Blvd-Chapel Creek Blvd) City Project No.: 101569 UnitslSections: Concrete Pavement Improvements 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, 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 --- --- - --- In submtting this Bid, Bidder-ace pts Of the trms and ions of 2.1. INSTRUICTIONS TO BIDDERS,including withe tElimitation those tdealing tw th tihel d plosiittion of TO Bid BohDDERS an 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 Sid 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. 2.6. 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 ievels. CITY OF FORT WORTH 2o18 concrete Restoration Contract 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101560 Form Revised 20150821 00 41 00 BID FORM Page 2 of 3 y or indirectly, persons or d "coercive pracgoe"means harming or property to influence their participation threatening the bidding process oraffect the executiontheir of the Contract. 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. "Not Applicable" AM CL d. 4. Time of completion 4.1. The Work will be complete for Final Acceptance within 445500 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions, 42. 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 General 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 35 13 *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. CITY OF FORT WORTH 2O18 concrete Restomuon Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Form Revised 20150821 0041 00 BID FORM Page 3 of 3 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. 6.3. ran C� kowkeJ � �-�w �o�G �� c� S[C,+1f -TQ r 7. Bid Submittal This Bid is submitted on d�" � by the entity named below. Respectful/ submitted, Receipt is acknowledged of the Initial following Addenda: By. f Addendum No. 1: T ✓ (Signature) Addendum No.2: - —- -- -- - -- Addendum No.3: MA9.1L j7 1 Addendum No.4: (Printed Name) Title: Company:OM4594 eC7l&QAC.?��n� �� Corporate Seal: Address: gj l ? 0iT4AJ k R i t I V*AD -1-5212 State of Incorporation: � 5 Email: }Q�►17eQ.�Z�'�►C�1 ••pn►e .l�.otrYf Phone: Z 14 END OF SECTION CITY OF FORT WORTH 201a Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101660 Form Revised 20150821 DO 42 43 Bit)PROPOSAL Page T otl SECTION 00 42 43 PROPOSAL FORM-ADDENEDUM3 UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal n€duet Specification unhot hem Description ni:mnre nld gnanary and Price nkr Value Section No. 1 0170.0101 SpeciRed 11-bili-11- 01 70 00 EA 1 $1,725.00 s1,725.00 2 0241.0100 Remove Sidewalk 024113 SF 5700 $1.25 $7,125.00 4 3123.0101 Unclassified Excavation by Plan 312318 CY 400 $25.50 $10,200.00 5 9888.0000 Remove Concrete and Replace with up to 8"Concrete Pavement HES 02 41 15132 13 13 SY 21414 $7$a0 $1,670,292.00 6 321101226"Flexible nase,TypeA.GR2 321123 CY 1785 $63.50 $113,347.50 7 3213.0208 Cancrela HES(Ex1ra Daplh) 321313 CY 297 $179.00 $53,163.00 8 3213.0700 Joint Sealant 321373 LF 600 $1.85 $1,110.00 9 9999.0000G-gddTansar(TRIA%140-475) Appravedequal 989800 SY 5354 $2.95 $15,794.30 10 321G.0101 6"Cone Curb and Gutter 321013 LF 500 $26.00 S13,000.00 11 2217.2001 Raised Marker TY W 321723 EA. 200 $4.25 $ssa.oa 12 3217.2101 REF L Ra€sed Marker TY 1-A 321723 EA. 50 $6.00 $300.00 13 3217.2102 REFL Raised Marker TY 1-C 32 17 23 EA 50 $6.00 $300.00 14 3217.21n3 REFL Raised Marker TY II-A-A 321723 EA 60 S6.00 $300.00 15 3217.2104 REFL Raised Marker TY 11-C-R 321723 EA 50 �$6.00 $300.08 17 321703n5 Stop Bar Pavement Markings 32 17 23 LF 49 $19.50 $955.50 I8 3213,0311 4"Cone Sidewalk.AdjecentloCurb 321320 SF 5700 $5.25 $29,925.00 19 32910100 Topsoil 328119 CY 166 $49.25 $9,160.50 20 3292.0100 Block Sod Placement 329213 SY 2226 $6.06 $13,356.00 21 3305.0107 Manhole Adjustment,Minor 330514 EA 6 $395.00 $2,370.00 22 3305.0108 Misc 11-cousUtilityAdjustment(Ildgelian) 330614 LS 7 $4,000.00 $4,000,00 23 3305.0109 MIscellaneousStructumAdjusim-t(Meters) 330514 EA 6 $310.00 SL860.00 2,1 3305.0fit Water Valve-Boz Adjustment 330514 EA 6 $350,00 $2,100.00 25 3471.0001 Traffic Control 34 T113 MO 15 $2,500.00 $37,500.90 26 3471.0002 Portable Message Sign 347113 WK 60 $685.00 $41,100A0 27 9999.0000 Dummy Joint Saweut 999999 LF 100 $3,50 $350.00 28 ONOA000 Paving Coustructloo Allowance 00 00 00 LS 1 $70,000.00 $70,000,00 Bid Summary $2,100,493.110 Base Bid CITY OF FORT wOR'ttl STANDARD CON81'kMI1ON SPECIFICATION D[x:IIAiENTS F-d a%%:d 201"110 2018 C 1P Concrete Restoration Contract 6 101569 004143 131D MOFOSAt Fage2OF2 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Piojeet ilem.intbmation iBidifees woposai Bidlq,o.em Description SgecimNoa. Measure Bid unitwos A1dVolue No. Seeiioa No. ludeasare Quantity Total-Base Bid Alternate Bid TetatAlternate Will D eduetive.Alfernale.Bid 1'otol Deductive Alternate Bid AdditivaAlternate Bid Totai.Additive Alternato Bid END OF SEC"1'IOiY CITY of FORT WORTH STANDARD CQNSTRMMON SPECIFICATION DOCUMEMM SomnRari9ed20=20 2018 CIF COUr419 ReS ftnC001Aet6.101569- 64 4a 13 BID BOND Page i or2 SECTION 00 4313 BID BOND KNOW ALL BY"THESE PRESENTS: Thatwe, Omega Contracting,Inc. known as "bidder"herein and Liberty Mutual 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 munic€pal corporation created pursuant to the laws of Texas,known as"City"herein,in the penal sum of five percent(5°!)of Dldder'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 sure well and truly to be made,we bind ourselves,our heirs, executors,administrators,successors and assigns,jointly ant€severally,firmly by these presents. WHEREAS, the Principal has submitted a bid or proposal to perform Work for the following project designated as 2018 CIP Concrete Restoration Contract 6 Chapel Creek Blvd(White Settlement Rd-Old Weatherford Road)&Westpoint Blvd(Academy Blvd-Chapel Creek Blvd) 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 eater 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 Princlpal falls to execute such Contract in accordance Wth 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 ofTexas,Fort Worth Division. IN WITNESS WHEREOF,the Principal and the Surety have SIGNET}and SEALED this instrument by duly authorized agents and officers on this the llth day of February ,2019 PRINCIPAL: Omega Contracting,Inch BY.. Signature ATT VVtt es rin pal Name and Title CITY OF FORT WORTH STANDARD CONSTRUCTfoR 8FIMIFiCATION OOCUMVNTS 2016 CIP Concrete Restoration Conlact 8101569 Form Revised 20171109 c y 0fD BOND Page 2 of 2 Address: 2518 Chalk Hill Road Dallis_TX 75212 SURETY: Libert r - tual Insurance Cam and ' BY.,- Signature Robert M.Overbey,Jr. Naive and Title Address: 7900 Windrose Avenue Plano.TX 75024 _ GwlhgAas to Sure e udy Telephone Nurhbor: (469)997-6742 Attorney in Fact Attach Power of Attorney(Surety)for Afforney-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 shalf not be prior to the date the Contract is awarded. iMb OF SECTION CITY OF FORT WORTH STANDARD roNS7RWTIoN SPR01ftCATION DOCUMENTS Form Revised=7119U 2016 CfP Concrete Rastoralien Cnn1aG 6 901589 r � y This Power of Attorney limits the acts of those named herein,and they have no authority to F bind the Company except in the manner and to the extent herein stated. :.� [-Ji ;i-`I! Liberty Mutual Insurance Company The Ohio Casualty Insurance Company Certificate No: 8197136 West American Insurance Company SURETY POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS:That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts,and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the"Companies"),pursuant to and by authority herein set forth,does hereby name,constitute and appoint, Carol E.Hock,SUZOtlne D.Lawrence,Lauren O.Mundy,Robert M.Overbcy,Jr. all of the city of Houston state of TX each individually if there be more than one named,its true and lawful attorney-in-fact to make, execute,seal,acknowledge and deliver,for and on its behalf as surety and as its act and deed,any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 17th day of October , 2018 . Liberty Mutual Insurance Company P�tNsu pQ P''11 INS& 1%suj, The Ohio Casualty Insurance Company fir} GOtt4ogrT •yC yJ 4oµPOggr`'-9_ VP'GbRpoRgr 'Ln West American insurance Company 7• s Fosn ¢ 2 won a °bfi [a r � 1912 % Q py1919� o s 1991 c� f� U) * �a a'Hts�M >�a By' co (D David M.Carey,Assistant Secretary -0 } 20 State of PENNSYLVANIA > County of MONTGOMERY ss ro L cr, C N On this 17th day of October 2018 before me personally appeared David M.Carey,who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance O o m Company,The Ohio Casualty Company,and West American Insurance Company,and[hat he,as such,being authorized so to do,execute the foregoing instrument for the purposes--� > therein contained by signing on behalf of the corporations by himself as a duly authorized officer. Co LU 3 IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at King of Prussia,Pennsylvania,on the day and year first above written. CL N l� PA& aC3 o N �i Gasr, I' COMMONWEALTH OF PENNSYLVANIA L i3 i Notarial Seal / p Teresa Fastelfa,Nota y Y.'a i upper MerieaTwp.,PAontgomory County By: +•C.f[-dr-� .� _ _ cli .� ; My Commisrion Expires Maroh 28,2021 Teresa Pastella,Notary Public o 'Member.PennsylvaniaAssocdation of Nularies d O Q)N m This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual:F o,� insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows: o (V E ® ARTICLE IV—OFFICERS;Section 12.Power of Attorney. ?: o Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject to such limitation as the Chairman or the Z >d President may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal,acknowledge and deliver as surety 5 0 0 C any and all undertakings,bonds,recognizarrces and other surely obligations.Such attorneys-in-fact,subject to the limitations set forth in their respective powers of attorney,shall --, t: have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed,such" O° 0 instruments shall be as binding as if signed by the President and attested to by the Secretary.Any power or authority granted to any representative or attorney-in-fact under the E- sNi provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. o ARTICLE XIII—Execution of Contracts:Section 5.Surety Bonds and Undertakings. o cm Any officer of the Company authorized for that purpose in writing by the chairman or the president,and subject to such limitations as the chairman or the president may prescribe,h shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings, bonds,recognizances and other surety obligations.Such attorneys-in-fact subject to the limitations set forth in their respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company.When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation—The President of the Company,acting pursuant to the Bylaws of the Company,authorizes David M.Carey,Assistant Secretary to appoint such attorneys-in- fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Authorization—By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company,wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed. I,Renee C.Llewellyn,the undersigned,Assistant Secretary,The Ohio Casualty Insurance Company,Liberty Mutual Insurance Company,and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full,true and correct copy of the Power of Attorney executed by said Companies,is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this I lth day of February , 2019 . INSU �1V INS& SNSUR �J�oRPoky�2� y.�p'G RaoRyr'�y�, VP�oaao�r'9yn . 1912 0 0 1919 ; 1991 0 By s8ACHU .dam yd g /AMPS�¢,�a$O '<s 'ryb,AO' as Renee C.Llewellyn,Assistant Secretary LMS-12873 LMIC CCIC WAIC Mufti Co 062018 a Uberq . tmutui.. SURETY TEXAS TEXAS IMPORTANT NOTICE AVISO IMPORTANTE To obtain information or make a complaint: Para obtener information o Para someter una queja: You may call toll-free for information or to Usted puede llamar al numero de telefono gratis make a complaint at Para information o Para someter una queja al 1-877-751-2640 1-877-751-2640 You may also write to: Usted tambien puede escribir a: 2200 Renaissance Blvd., Ste. 400 2200 Renaissance Blvd., Ste.400 King of Prussia, PA 19406-2755 King of Prussia,PA 19406-2755 You may contact the Texas Department of Puede comunicarse con el Departamento de Insurance to obtain information on companies, Seguros de Texas Para obtener informacion coverages,rights or complaints at acerca de companias, coberturas, derechos o 1-800-252-3439 quejas al 1-800-252-3439 You may write the Texas Department of Insurance Puede escribir al Departamento de Seguros Consumer Protection(1114A) de Texas Consumer Protection(I 114A) P. O. Box 149091 P. O.Box 149091 Austin, TX 78714-9091 Austin, TX 78714-9091 FAX: (512)490-1007 FAX#(512)490-1007 Web:http://www.tdi.texas.go_v Web:hM2;//www.tdi.texas. E-mail: Consumer rotection tdi.texas. v E-mail: ConsumerProtection a.texas,gov PREMIUM OR CLAIM DISPUTES: DISPUTAS SOBRE PRIMAS O RECLAMOS: Should you have a dispute concerning your Si tiena Una disputa concerniente a su prima o a premium or about a claim you should first un reclamo, debe comunicarse con el agente o contact the agent or call 1-800-843-6446. primero. Si no se resuelve la disputa, puede If the dispute is not resolved,you may contact the entonces comunicarse con el departamento (TDI) Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR UNA ESTE AVISO A SU POLIZA: POLICY: This notice is for information only and does not Este aviso es solo Para proposito de information become a part or condition of the attached y no se convierte en parte o condition del document. documento adjunto. NP70680901 LM5-1529210/15 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Cade 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 ofeiur company or our parent company or majority owner is in the State of Texas. 19� BIDDER: 0 C)fME--G�1A L�p1(Cb kl-6464 1A-. By: O MAf?,k ?-6JAJA4-G4�T as!og �w4t L 14(LL IQcao (Signature) O pal O " -3$t S Title: O vt GG -Pke,6,10IG Date: QT ZOL9 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 2018 GIP Concrete Restoration Contact 6 1011569 004511-1 BIDDERS PREQUALIFICATiONS Page 1 of3 I SECTION 00 4511 2 BIDDERS PREQUALJFICATIONS 3 4 1. Summary.All contractors are required to be prequalified by the City prior to submitting 5 bids.To be eligible to bid the contractor must submit Section 00 45 12,Prequalification 6 Statement for the work type(s)listed with their Bid.Any contractor or subcontractor who is 7 not prequalified for the work type(s)listed must submit Section 00 45 13,Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequaliftcation process will establish a bid limit based on a technical evaluation and 11 financial analysis of the contractor.The information must be submitted seven(7)days prior 12 to the date of the opening of bids.For example,a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 31st day of March 14 in order to bid on these projects.In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application,the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement i9 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements,if any 22 b. A certified copy of the firm's organizational documents(Corporate Charter,Articles 23 of Incorporation,Articles of Organization,Certificate of Formation,LLC 24 Regulations,Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 2-7 Comptroller of Public Accounts.To obtain a Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/ta ermit/and fill out the 30 application to apply for your Texas tax ID. 31 (2) The firm's e-mail address and fax number. 32 (3) The firm's DUNS number as issued by Dun&Bradstreet.This number 33 is used by the City for required reporting on Federal Aid projects.The DUNS 34 number may be obtained at www.dlubTcom- 35 d. Resumes reflecting the construction experience of the principles of the firm for firms 36 submitting their initial prequalification.These resumes should include the size and 37 scope of the work performed. 38 c. Other information as requested by the City. 39 40 2. Prequalification Requirements 41 a. ,Financial Statements.Financial statement submission must be provided in 42 accordance with the following: 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. 2018 CIP Conerete Restaratiot;Contmcl 6 CITY OF FORT WORTH 101569 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 004511-2 13IDDERS PREQUALIFICATIONS page 2 of 3 1 (2) To be satisfactory,the financial statements must be audited or reviewed 2 by an independent,certified public accounting firm registered and in Current 3 good standing in any state.Cent Texas statues also require that 4 accounting firms performing audits or reviews an business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual,corporation,or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not,in fact,independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 5 accordance with auditing standards generally accepted in the United 1 16 States of America.This roust be stated in the accounting firtn's opinion. 17 It should:(1)express an unqualified opinion,or(2)express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter,in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts.Bidding capacity is determined by multiplying the 25 positive net working capital(working capital"current assets—current 26 liabilities)by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalifieation purposes. 29 (10) in the case that a bidding date falls within the time a new financial 30 statement is being prepared,the previous statement shall be updated with 31 proper verification. 32 b. Bidder Prequal f cation Application.A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be construction and maintenance projects.Incomplete 34 eligible to bid on all classes of 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report,the notation of 37 "None"or"NIA"should be inserted. 38 (2) A minimum of five(5)references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequaJification. The schedule must 2 include the manufacturer,model and general common description of 4 43 each piece of equipment.Abbreviations or means of describing 44 equipment other than provided above will not be accepted. ' 45 46 3. Eligibility to Sid 47 a. The City shall be the sole judge as to a contractor's prequaliflcation. 48 b. The City may reject,suspend,or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequaliftcation approval. 2018 CIP Concrete Restoration Conti-act101569 CITY OF FORT WORTH STANDARI?CONSTRUCTION SPBCIFICATION DOCUMRNTS Revised 7uly 1,2011 004511-3 BwDruts PRBQUAI,IFICATIONS Page 3 of 3 1 d. if a contractor has a valid prequalificatzon letter,the contractor will be eligible to bid 2 the prequalifted work types until the expiration date stated in the.letter. 3 4 5 6 7 8 END of SFCTXON 9 20)8 CIp Concrete Rnslorafion Conlrael 6 CITY OF FORT WORTH 101569 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised duly 1,2011 00 45 12 BID FORM Page 1 of 1 SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequailfied 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 `J►Y�GL`?� Cp,�l''irLt`1C"�` l� A JC Ault U4'#•rE7 Vl "Not Applicable" ��a 15zzZ a 0 0 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequaiified for the work types listed. BIDDER. 1 T7 0 Cj IJ&67 A Con't� �.tiC1C j k4C- By. 0 �tk A ek �! -i PA A e-10T 0 zS t Oft (Signature) Title: 0 V IGt�G�S 11'7E � Date: Qom/ 4�/ Zp� Cj END OF SECTION CITY of FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 211120120 2018 CIP Concrete Restoration Contact 6 101669 00 45 26-1 CONTitACTOR COMPLIANCE WITH WORISEF S CO14,NsNSATP g W e!nfl SECTION 00 45 26 1 OMPLIANCE WITH WORKER'S COMPENSATION L 2 CONTRACTOR C AW 3 Contractor certifies that it 4 pursuant to Texas Labor Code Section 406.096(a), amended, as 5 's compensation insurance coverage for all of its employees employed on City provides worker 6 Project No.I01569.Contractor further certifies that,pursuant to Texas Labor Code,section ficates of aampliance with 8 worker's compensation coverage. 9 10 CONTRACTOR:_ �rtp 11� e 1 _ 4(2-71-� LL B 12 (Tease Print) 13 Cozapany14 nn 15 _ •1 I Signatur 16 Address )�� ��- - ' 17 A ".Y� J�z. Title: f 18 (Please print) 19 CitylStatelZip 20 21 22 THE STATE OF TEXAS 23 24 COUNTY OF TARRANT 25 26 BEFORE ME,the undersigned authority,on this day personally appease 27 ,known to me to be the person whose name is 28 subscribed to the foregoing instrument,and acica��6 tO�fthat help�oses and ed thea same as 29 the act and deed of r� /w11 r� 30 consideration therein expressed and in the capacity therein stated. 31 L OF OFFICE this _day of 3 AND SEA 2 GIVEN UNDER MY HAND 201 33 �' 34 A G.MA4l1tN�I SL<r' pdELtSS l fexo� 35 ;'.: ��: iJ4►4+V puplfc.Slate 36 ': = M+IComm,ss+ue�2a19 ' ` Septe�t'ef p8' Notary Public in and for a State eras 37 '�:::„ �•`' 38 39 END OF SRCTION 40 1018 CIF Concrete Resluralro++Contract6 CITY OF FORT WORTH 101569 STANDARD CONSTRUCTION SPECIFICATION DOG T NTS Revised July 1,2011 00 45 40-1 Minority Business Enterprise Specifications page 1 of2 SECTION 00 45 40 1 2 Minority Business Enterprise Specifications 3 4 APPLICATION OF POLICY gr oral is 5 if the total dollar value of the contra et is eater than $50,000. then a MBE subcontracting g 6 applicable. 7 s POLICY STATEMENT 9 It is the policy of the City of Tort Worth to ensure the full and equitable participation by Minority O s (MBE} in the procurement of all goods and services. All requirements and 10 Business Enterprise ent Business Diversity Enterprise Ordinance apply to this bid. 11 regulations stated in the City's curr 12 13 MBE P120JECT GOALS 14 The City's MBE goal on this project is 25% of the total bid value of the contract (Base bid applies to 15 Parks and Community Services). 16 17 Note: if both MBE and SBE subcontracting goals are established for this project, then an Offeror 1 g must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed respoa�sive. 19 19 COMPLIANCE TO BID SPECIFICATIONS 21 On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to 22 comply with the intent of the City' goal Business Di l t o�heWE ubca tracting partiinance by one cipationo following: 23 1. Meet or exceed the above stated MBE g g 24 2. Meet or exceed the above stated MBE goal through MBE Joins Venture participation;or 25 3, Good Faith Effort documentation,or; 26 4. prime Waiver documentation. 27 28 S-LjB IITTAL OF RE UIRED DOC1JiV�NTATION times 2g The applicable documents must be received by the Purchasing Division, within the following 30 allocated, in order far the entire bid to be considered responsive to the specifications. 31 32 33 34on the second City business 1, Subcontractor Utilization Form,if received the bid toy�rig date exclus ve of the bid opening goal is met or exceeded: day date. received no later than 2:00 p.m., on the second City business 2. Good Faith Effort and Subcontractor Utilization Form,if day after the bid opening date, exclusive of the bid opening artici ation is less than stated goal: date. 3. Good Faith Effort and received no later than 2:00 p.m.,On t11e 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 coritractinglsii lier work: date. 35 2018 elp Concrete Restoration Contract 6 CITY OF FORT WORTH 1569 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 9,2015 004540-2 Minority Business Enterprise Specifications Page 2 of 2 1 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. 2 =FAMUREO COMPLYWITHTHECITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE 3 T IN THE BID BEING CONSIDERED NON-RESONSIVE TO SPECIFICATIONS' 4 I AILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE.A SECOND FAILURE WILL RESULT IN THE OFFEROR 5 BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR.THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DT,SQUALIFICAITON PERIOD OF THREE YEARS- 6 7 Any Questions,Please Contact The MIWBE Office at(817)212-2674. 8 END OF SECTION 9 10 I1 2018 CIP Concrete Restoration Contract 6 CITY OF FORT WORTH 10I569 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Tune 9,20I5 00 52 43-1 Agreement Page I of 5 z SECTION 00 52 43 2 AGREEMENT 3 4 THIS AGREEMENT, authorized on _April 9,2019 is made by and between the City of Forth 5 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, 6 ("City"), and Omega Contracting Inc., authorized to do business in Texas, acting by and through 7 its duly authorized representative, ("Contractor"). 8 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 9 follows: 10 Article 1.WORK 11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 12 Project identified herein. 13 Article 2.PROJECT 14 The project for which the Work under the Contract Documents may be the whole or only a part is 15 generally described as follows: 16 2018 CIP Concrete Restoration Contract 6 17 101569 18 Article 3. CONTRACT PRICE 19 City agrees to pay Contractor for performance of the Work in accordance with the Contract 20 Documents an amount, in current funds, of Two million, one hundred thousand four hundred 21 eighty-three dollars and 80/1 OODollars ($2,100.483.80}. 22 Article 4. CONTRACT TIME 23 4.1 Final Acceptance. 24 The Work will be complete for Final Acceptance within 450 days after the date when the 25 Contract Time commences to run, as provided in Paragraph 2.03 of the General Conditions, 26 plus any extension thereof allowed in accordance with Article 12 of the General 27 Conditions. 28 4.2 Liquidated Damages 29 Contractor recognizes that time is of the essence for completion of Milestones, if any, and 30 to achieve Final Acceptance of the Work and City will suffer financial loss if the Work is 31 not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also 32 recognizes the delays, expense and difficulties involved in proving in a legal proceeding, 33 the actual loss suffered by the City if the Work is not completed on time. Accordingly, 34 instead of requiring any such proof, Contractor agrees that as liquidated damages for 35 delay (but not as a penalty), Contractor shall pay City six hundred and fifty Dollars 36 ($650.00) for each day that expires after the time specified in Paragraph 4.1 for Final 37 Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised 11.15.17 005243-2 Agreement Page 2of5 38 Article 5. CONTRACT DOCUMENTS 39 5.1 CONTENTS: 40 A. The Contract Documents which comprise the entire agreement between City and 41 Contractor concerning the Work consist of the following: 42 1. This Agreement. 43 2. Attachments to this Agreement: 44 a. Bid Form 45 1) Proposal Form 46 2) Vendor Compliance to State Law Non-Resident Bidder 47 3) Prequalification Statement 48 4) State and Federal documents(project specific) 49 b. Current Prevailing Wage Rate Table 50 c. Insurance ACORD Form(s) 51 d. Payment Bond 52 e. Performance Bond 53 £ Maintenance Bond 54 g. Power of Attorney for the Bonds 55 h. Worker's Compensation Affidavit 56 i. MBE and/or SBE Utilization Form 57 3. General Conditions. 58 4. Supplementary Conditions. 59 5. Specifications specifically made a part of the Contract Documents by attachment 60 or, if not attached, as incorporated by reference and described in the Table of 61 Contents of the Project's Contract Documents. 62 6. Drawings. 63 7. Addenda. 64 8. Documentation submitted by Contractor prior to Notice of Award. 65 9. The following which may be delivered or issued after the Effective Date of the 66 Agreement and, if issued,become an incorporated part of the Contract Documents: 67 a. Notice to Proceed. 68 b. Field Orders. 69 e. Change Orders. 70 d. Letter of Final Acceptance. 71 72 Article 6.INDEMNIFICATION 73 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 74 expense, the city, its officers, servants and employees, from and against any and all 75 claims arising out of, or alleged to arise out of, the work and services to be performed 76 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 77 under this contract. This indemnification provision is specifically intended to operate 78 and be effective even if it is alleged or proven that all or some of the damages bein 79 sought were caused, in whole or in part, by any act, omission or negliLence of the ci . 80 This indemnity provision is intended to include, without limitation, indemnity for 81 costs, expenses and legal fees incurred by the city in defending against such claims and 82 causes of actions. 83 CITY OF FORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised 11.15.17 00 52 43-3 Agreement Page 3 of 5 84 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 85 the city,its officers,servants and employees, from and against any and all loss,damage 86 or destruction of property of the city,arising out of,or alleged to arise out of,the work 87 and services to be performed by the contractor, its officers, agents, employees, 88 subcontractors, licensees or invitees under this contract. This indemnification 89 provision is specifically intended to operate and be effective even if it is alleged or 90 proven that all or some of the damages being sought were caused, in whole or in part, 91 by any act omission or negligence of the city. 92 93 Article 7. MISCELLANEOUS 94 7.1 Terms. 95 Terms used in this Agreement which are defined in Article I of the General Conditions will 96 have the meanings indicated in the General Conditions. 97 7.2 Assignment of Contract. 98 This Agreement, including all of the Contract Documents may not be assigned by the 99 Contractor without the advanced express written consent of the City. 100 7.3 Successors and Assigns. 101 City and Contractor each binds itself, its partners, successors, assigns and legal 102 representatives to the other party hereto, in respect to all covenants, agreements and 103 obligations contained in the Contract.Documents. 104 7.4 Severability. 105 Any provision or part of the Contract Documents held to be unconstitutional, void or 106 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 107 remaining provisions shall continue to be valid and binding upon CITY and 108 CONTRACTOR. 109 7.5 Governing Law and Venue. 110 This Agreement, including all of the Contract Documents is performable in the State of III Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 112 Northern District of Texas, Fort Worth Division. 113 7.6 Authority to Sign. 114 Contractor shall attach evidence of authority to sign Agreement if signed by someone other 115 than the duly authorized signatory of the Contractor. 116 117 7.7 Prohibition On Contracts With Companies Boycotting Israeel, 119 Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government 119 Code, the City is prohibited from entering into a contract with a company for goods or 120 services unless the contract contains a written verification from the company that it: (1) 121 does not boycott Israel; and(2)will not boycott Israel during the term of the contract. CITY OF FORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised I1.15.17 00 52 43-4 Agreement Page 4 of 5 122 The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms 123 in Section 808.001 of the Texas Government Code. By signing this contract, Contractor 124 certifies that Contractor's signature provides written verification to the City that 125 Contractor. (1) does not boycott Israel; and(2) will not boycott Israel during the term of 126 the contract. 127 128 7.9 Immigration Nationality Act. 129 Contractor shall verify the identity and employment eligibility of its employees who 130 perform work under this Agreement, including completing the Employment Eligibility 131 Verification Form(I-9). Upon request by City, Contractor shall provide City with copies of 132 all 1-9 forms and supporting eligibility documentation for each employee who performs 133 work under this Agreement. Contractor shall adhere to all Federal and State laws as well as 134 establish appropriate procedures and controls so that no services will be performed by any 135 Contractor employee who is not legally eligible to perform such services. 136 CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS 137 FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF 138 THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, 139 SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to 140 Contractor, shall have the right to immediately terminate this Agreement for violations of 141 this provision by Contractor. 142 143 7.9 No Third-Party Beneficiaries. 144 This Agreement gives no rights or benefits to anyone other than the City and the Contractor 145 and there are no third-party beneficiaries. 146 147 7.10 No Cause of Action Against Engineer. 148 Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their 149 sureties, shall maintain no direct action against the Engineer, its officers, employees, and 150 subcontractors, for any claim arising out of, in connection with, or resulting from the 151 engineering services performed. Only the City will be the beneficiary of any undertaking by 152 the Engineer. The presence or duties of the Engineer's personnel at a construction site, 153 whether as on-site representatives or otherwise, do not make the Engineer or its personnel 154 in any way responsible for those duties that belong to the City and/or the City's construction 155 contractors or other entities, and do not relieve the construction contractors or any other 156 entity of their obligations, duties, and responsibilities, including, but not limited to, all 157 construction methods, means, techniques, sequences, and procedures necessary for 158 coordinating and completing all portions of the construction work in accordance with the 159 Contract Documents and any health or safety precautions required by such construction 160 work. The Engineer and its personnel have no authority to exercise any control over any 161 construction contractor or other entity or their employees in connection with their work or 162 any health or safety precautions. 163 164 SIGNATURE PAGE TO FOLLOW 165 CITY OF FORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMEFNTS 101569 Revised 11.15.t7 005243-5 Agreement Page 5 of 5 166 167 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be 168 effective as of the date subscribed by the City's designated Assistant City Manager {"Effective 169 Date"}. 170 Contractor: City of.Fort Wc)rth Omega Contracting, Inc. By: Susan ssistant Cityty Manager � {Signature} �} Date h-11/r Attesti {Printed Name} City S cretary 'X Title: � ��,� (Seal) Address: 2518 Chalk Hill Road M&C C-29091 Date: 4-09-19 Form 1295 No. 2019-455733 City/State/Zip: Contract Compliance Manager: Dallas, Texas 75 1 By signing, I acknowledge that I am the person responsible for the monitoring and Date administration of this contract, including ensuring all performance and reporting requirementsin—ior-Pr-o—je!t �A, r oins, PE Manager App ed as to Form and Legality: Douglas W. Black Assistant City Attorney 171 172 APP A COM11�N D; 173 174 175 Steve Cooke 176 ACTING DIRECTOR, 177 Department of Transportation and Public Works 178 OFFICIAL RECORD CITY OF FORT WORTH 2O18 CI CLITy Sff'tf°Tc 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101519 Revised 11.15.17 FT. WORTH,TX t' Bond Number 022-223-722 006113-1 PERFORMANCE BOND Page 1 of 1 SECTION 00 6113 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we,_Omega Contracting Inc.,known as"Principal'herein and_Liberty Mutual 9 Insurance Company,a corporate surety(sureties,if more than one)duly authorized to do business 10 in the State of Texas,known as"Surety"herein(whether one or more), are held and firmly bound 11 unto the City of Fort Worth,a municipal corporation created pursuant to the laws of Texas, 12 known as"City"herein,in the penal sum of,Two Million, one hundred thousand,four hundred 13 cighty-_three and 80/100 Dollars($2,100.,483.80), lawful money of the United States,to be paid in 14 Fort Worth,Tarrant County,Texas for the payment of which sum well and truly to be made,we 15 bind ourselves,our heirs,executors,administrators, successors and assigns,jointly and severally, 16 firmly by these presents. 17 WHEREAS,the Principal has entered into a certain written contract with the City 18 awarded the �ay of I rj 20_1q 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 2018 CIP Concrete Restoration Contract 6, 1 22 101569. 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 all 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 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised July 1,2011 0061 13-2 PERFORMANCE BOND Page 2 of 2 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 30th day of April 6 ,2019 7 PRINCIPAL: 8 Omega Contracting.Inc. 9 1 11 f B 12 Signature 13 T, & 14 15 f/ 4gg 16 (Principal) Name and Title 17 C-�Q 18 Address: 2518 Chalk Hill Road 19 Dallas,Texas 75212 20 - 21 C.f/ 22 Witness as to Principal 23 SURETY: 24 .Ij.bertv Mutual Insurance Compan 25 26 27 BY: - b 28 Signature 29 30 Robert M. Overbey, Jr. , Attorney in Fact 31 Name and Title 32 33 Address: 2200 Renaissance Blvd. 34 _ Ste.400 35 C � � _ King of Prussia,PA 19406-2755 36 37 Witness as to Surety Carol E. Hock Telephone Number: 1-877-751-2640 38 Attorney in Fact 39 40 41 *Note: If signed by an officer of the Surety Company,there must be on file a certified extract 42 from the by-laws showing that this person has authority to sign such obligation. If 43 Surety's physical address is different from its mailing address, both must be provided. 44 The date of the bond shall not be prior to the date the Contract is awarded. 45 CITY OF FORT WORTH 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised July 1,2011 Bond Number 022--223-722 006114-1 PAYMENTBOND Page l of 2 1 SECTION 00 6114 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Omega Contracting, known as "Principal" herein, and Libci 9 Mutual Insurance CompanX, a corporate surety (sureties), duly authorized to do business in the 10 State of Texas, known as "Surety"herein (whether one or more), are held and fnimly bound unto 11 the City of Fort Worth, a municipal corporation created pursuant to the laws of the State of Texas, 12 known as "City"herein, in the penal sum of Two Million, one hundred„thousand, four hundred I 13 eighty-three and_80/100 Dollars($2,100,483.80), lawful money of the United States,to be paid in 14 Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we 15 bind ourselves,our heirs, executors, administrators, successors and assigns,jointly and severally, 16 firmly by these presents: 17 WHEREAS,Principal has entered into a certain written Contract with City, awarded the 18 q111- day of A pn! , 20 11 , which Contract is hereby referred to and T 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 2018 CIP Concrete Restoration Contract b 101569. 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 shall be determined in 29 accordance with the provisions of said statute. 30 CITY OF FORT WORTH 2O18 CIP Concrete Restoration Contract G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised July 1,2011 006114-2 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 30th day of 3 April ,20 19 4 PRINCIPAL: �.. O� mega Contracting,lnc_ AT ES BY: Signature , (Principal) Name and Title Address: _2518 Chalk Hill Road Dallas,Texas 75212 Witness as to Princun SURETY: Life Mutual Insurance Com an ATTEST: B . Signature 110*71 Robert M. Overbey, Jr. , Attorney in Fact (Surety)Secretary Carol E. Hock Name and Title Attorney in Fact Address: 2200 Renaissance Blvd 4 Ste._ 400 King of Prussia.PA 19406-2755 Carol E. Hock Witness as to Surety Attorney in Fact Telephone Number: 1-977-751-2640 5 5 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 7 bylaws showing that this person has authority to sign such obligation, If Surety's physical 8 address is different from its mailing address,both must be provided, 9 10 The date of the bond shall not be prior to the date the Contract is awarded, 11 END OF SECTION 12 { CITY OF FORT WORTH 2018 C]P Concrete Restoration Contract G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised July 1,2011 i Bond Number 022-223-722 006119-1 MAINTENANCE BOND Page I of 3 3 l SECTION 00 6119 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY Or TARRANT § 7 8 That we Omega Contracting Inc.,known as"Principal"herein and_Liberty Mutual 9 Insurance Company ,a corporate surety(sureties, if more than one)duly authorized to do 10 business in the State of Texas,known as"Surety"herein(whether one or more),are held and 11 firmly bound unto the City of Fort Worth,a municipal corporation created pursuant to the Iaws of 12 the State of Texas,known as"City"herein,in the sum of Two Million,one hundred thousand., 13 four hundred eighty-three and 80/100 Dollars($2,100,483.80), lawful money of the United 14 States,to be paid in Fort Worth,Tarrant County,Texas, for payment of which sum well and truly 15 be made unto the City and its successors,we bind ourselves,our heirs,executors,administrators, 16 successors and assigns,jointly and severally,firmly by these presents. 17 18 'WHEREAS,the Principal has entered into a certain written contract with the City awarded 19 the day of T! ,20 /1,which Contract is hereby 20 referred to and a made part hereof for all purposes as if fully set forth herein,to furnish all 21 materials,equipment labor and other accessories as defined by law, in the prosecution of the 22 Work,including any Work resulting from a duly authorized Change Order(collectively herein, 23 the"Work")as provided for in said contract and designated as 2018 CIP Concrete Restoration 24 Contract 6, 101569; and 25 26 WHEREAS,Principal binds itself to use such materials and to so construct the Work in 27 accordance with the plans,specifications and Contract Documents that the Work is and will 28 remain free from defects in materials or workmanship for and during the period of two(2)years 29 after the date of Final Acceptance of the Work:by the City("Maintenance Period"); and 30 31 WHEREAS,Principal binds itself to repair or reconstruct the Work in whole or in part 32 upon receiving notice from the City of the need therefor at any time within the Maintenance 33 Period. 34 CITY OF FORT WORTH 2O18 CIF Concrele Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised July 1,2011 006119-2 MAINTENANCE BOND Page 2 of 3 1 NOW THEREFORE,the condition of this obligation is such that if Principal shall 2 remedy any defective Work,for which timely notice was provided by City,to a completion 3 satisfactory to the City,then this obligation shall become null and void; otherwise to remain in 4 full force and effect. 5 6 PROVIDED,HOWEVER, if Principal shall fail so to repair or reconstruct any timely 7 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 8 be repaired and/or reconstructed with a]I associated costs thereof being borne by the Principal and 9 the Surety under this Maintenance bond;and 10 11 PROVIDED FURTHER,that if any legal action be filed on this Bond,venue shall lie in 12 Tarrant County,Texas or the United States District Court for the Northern District of Texas,Fort 13 Worth Division; and 14 15 PROVIDED FURTHER,that this obligation shall be continuous in nature and 16 successive recoveries may be had hereon for successive breaches. 17 18 19 CITY OF FORT WORTH 2OI8 GIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised July 1,20I1 gg6I1H-3 MAINTENANCE BOND Page 3 of 3 1 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 30th day of April 3 ,20-L. 4 5 PRINCIPAL: 6 Omega Contracting In, _c,�__ 7 8 $ / + s 9 10 Signature I 1 T 7- + T 12 13 jam/ ,4g.sJn % 14 $jinci�pal)Sesoetatp Name and Title 15 G 16 Address: 2518 Chalk Hill Road 17 _Dallas.Texas 75212 18 19 20 Witness as to.Principe 21 + SURETY: 22 Liber hfa 1 Insurance Corn an _ 23 24 25 B i 26 Signature 27 28 Robert M. Overbey, Jr. , Attorney in Fact 29 ATTEST: Name and Title 30 31 Address:2200 Renaissance Blvd. 32 (Surety)Se -tary Carol E. Hock Ste.400 33 A o rn in Fact King of Prussia PA 19406-2755 34 35 Witness as to Surety Carol E. Hock Telephone Number: 1-877-751-2640 36 Attorney in Fact 37 *Note: If signed by an officer of the Surety Company,there must be on file a certified extract 38 fi-om the by-laws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address, both must be provided. 40 The date of the bond shall not be prior to the date the Contract is awarded. 3 41 3 3 F 3 CITY OF FORT WORTH 2018CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised July 1,2011 This Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein staled. Libertv Liberty Mutual Insurance Company 1 mutuil. The Ohio Casualty Insurance Company Certificate No: 8197136 SURETY West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS:That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the Stale of Massachusetts,and West American Insurance Company is a corporation duly organized under the laws of the Slate of Indiana(herein collectively called the"Companies'),pursuant to and by authority herein set forth,does hereby name,constitute and appoint, Carol E.Hock,Suzonne D.Lawrence,Lauren O.Moudy,Robert M.Overbey,Jr, all of the city of Houston state of TX each individually it there be more than one named,its true and lawful attorney-in-fact to make, execute,seal,acknowledge and deliver,for and on its behalf as surety and as its act and deed,any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 17th day of October , 2018 . Liberty Mutual Insurance Company 4� rNSUq� PvIY INSU {N SU� The Ohio Casually Insurance Company POr y� yJ c°"PO�r�y �GPcc�PO�sr�� West American Insurance Company 3 y � 1912 0 0 1919 u 1991 v d 4 O N e f N Y�'J1q�S .aa y� kANJPSN a� !s +NOIAN'' ,da C 4,H 1 9j7 t� �Hl * 1• ''dr 1� By: / Vf David M.Carey,Assistant Secretary State of PENNSYLVANIA a County of MONTGOMERY ss i- (M c m On this 17th day of October 2018 before me personally appeared David M.Carey,who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance d o Company,The Ohio Casualty Company,and West American Insurance Company,and that he,as such,being authorized so to do,execute the foregoing instrument for the purposes F- 7 therein contained by signing on behalf of the corporations by himself as a duly authorized officer. u LU IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at King of Prussia,Pennsylvania,on the day and year first above written. Q QC3 O iJ efj�o14, rFlr COMMONWEALTH OF PENNSYLVANIA -� L- ��u tx y Notarial5eal � �, Q-p N OF Teresa Pastelia,Notary Public O p Upper MarlonTwp..Mont I.,County By: W @ My Commission Expires March 28,2021 E Teresa Pastella,Notary Public Member,Pennsylvenle Assoelefon a of Notaries ro Q co ( °'a a> This Power of Attorney is made and executed pursuant to and by authority of the following lay-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual-F a' pE Insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows: o a) E i ARTICLE IV-OFFICERS:Seclion 12.Power of Attorney. �: o Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the:a V _0 President may prescribe,shall appoint such attomeys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal,acknowledge and deliver as surety 7 0 m c any and all undertakings,bonds,recognizances and other surety obligations.Such attorneys-in-fact,subject to the limitations set forth in their respective powers of attorney,shall s N Y have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed,such—°O 0 v instruments shall be as binding as if signed by the President and attested to by the Secretary.Any power or authority granted to any representative or attorney-in-fact under the 9 cc i provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. 0 0 ARTICLE XIII-Execution of Contracts:Section 5.Surety Bonds and Undertakings. 0— Any officer of the Company authorized for that purpose in writing by the chairman or the president,and subject to such limitations as the chairman or the president may prescribe,>d shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings, bonds,recognizances and other surety obligalions.Such attorneys-in-fact subject to the limitations set forth in their respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company.When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation-The President of the Company,acting pursuant to the Bylaws of the Company,authorizes David M.Carey,Assistant Secretary to appoint such attorneys-in- fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Authorization-By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company,wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed. I,Renee C.Llewellyn,the undersigned,Assistant Secretary,The Ohio Casualty Insurance Company,Liberty Mutual Insurance Company,and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full,true and correct copy of the Power of Attorney executed by said Companies,is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this 30th day of April 2019 . P4%HSU PVt� IINU a %NSUp- +�`� c°�°�¢�r'tiyC� y0�nr°g4r'Pyy `VPG°RP°r�r'91C� va` °bn q- 3 °btrt 1912 0 1919 0 1991 �' W O 4 O By i4CH°5 aaa ° . hArdF`' sa$' rah °*w F�aa� - Renee C.Llewellyn,Assistant Secretary 7 * h �rl * s LMS-12873 LMIC OCIC WAIL Multi Co 062018 SURETY TEXAS TEXAS IMPORTANT NOTICE AVISO IMPORTANTE To obtain information or make a complaint: Para obtener informacion o Para someter una queja: You may call toll-free for information or to Usted puede llamar al numero de telefono gratis make a complaint at Para information o Para someter una queja al 1-877-751-2640 1-877-751-2640 You may also write to: Usted tambien puede escribir a: 2200 Renaissance Blvd., Ste. 400 2200 Renaissance Blvd., Ste. 400 King of Prussia, PA 19406-2755 King of Prussia,PA 19406-2755 You may contact the Texas Department of Puede comunicarse con el Departamento de Insurance to obtain information on companies, Seguros de Texas Para obtener information coverages,rights or complaints at acerca de companias, coberturas, derechos o I-800-252-3439 quejas al 1-800-252-3439 You may write the Texas Department of Insurance Puede escribir al Departamento de Seguros Consumer Protection(I I 1-1A) de Texas Consumer Protection(I I1-1A) P. O.Box 149091 P. O.Box 149091 Austin, TX 78714-9091 Austin, TX 78714-9091 FAX: (512)490-1007 FAX#(512)490-1007 Web:http vn w.tdi.texas.ggy Web:htt WWww:t i.texas gov E-mail: ConsmtrProtection@Adi,texas.gov E-mail: Co 51;n M9rProtection@Cdi.texas.gov PREMIUM OR CLAIM DISPUTES: DISPUTAS SOBRE PRIMAS O RECLAMOS: Should you have a dispute concerning your Si tiena una disputa concerniente a su prima o a premium or about a claim you should first un reclamo, debe comunicarse con el agente o contact the agent or call 1-800-843-6446. primero. Si no se resuelve la disputa, puede If the dispute is not resolved,you may contact the entonces comunicarse con el departamento(TDI) Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR UNA ESTE AVISO A SU POLIZA: POLICY: This notice is for information only and does not Este aviso es solo Para proposito de informacion become a part or condition of the attached y no se convierte en parte o condition del document. documento adjunto. NP706809Of LMS-1529210/15 AC"R®0 CERTIFICATE OF LIABILITY INSURANCE DATE 4125I20119YY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION 1S WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Mashondi Payne IBTX Risk Services PHONE FAX 6363 State Highway 161 N .214-989-7100 Arc No:210-696-8414 Suite 100 ADDRESS: service tAx_Com Irving TX 75038 INSURERS AFFORDING COVERAGE NAIC4 INSURER A:Philadelphia Indemnity Insurance Company 18058 INSURED AZTEENT-01 INSURER B:Hartford Underwriters Insurance Company 30104 Omega Contracting, Inc,2518 Chalk Hill Rd INSURERC:Property and Casualty Insurance Company of Hartfor 34690 Dallas TX 75212 INSURER D:Hartford Casualty Insurance Company 29424 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:1186459324 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE SEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVDPOLICY NUMBER MMIDDNYYY) fMM1DDtYYYY1 LIMITS B X COMMERCIAL GENERAL LIABILITY 46UEAlGI842 9/1/2018 9/1/2019 EACH OCCURRENCE $1,000,000 D MA CLAIMS MADE Fi-I OCCUR PREM SESOEa occurrence $1,000,000 X Contractual Liab MED EXP(Any one person) $5,000 X i XCU PERSONAL&ADV INJURY $1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY� JE� LOG PRODUCTS-COMPIOP AGG $2,000,000 OTHER: LTD POLLUTION LIAR $100,000 C AUTOMOBILE LIABILITY 46LJEAlCIB41 911/2018 9/1/2019 COMBINED SINGLE LIMIT $1,000,000 Ea accident IX ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ X HIRED N NON-OWNED PROPERTY DAMAGE $ AUTOS ONLYAUTOS ONLY Per aocidenl D X UMBRELLALIAB X OCCUR 46RHAIC8244 91112018 9/1/2019 EACH OCCURRENCE $5,000,000 EXCESS LIAR CLAIMS-MADE AGGREGATE $5,000,000 DED I X IRETENTION$ $ g WORKERS COMPENSATION 46WEAAB9BAE 9/1/2018 9/112019 X PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANYPROPRIETOR/PARTNERJEXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFF[CERlMEMBEREXCLUDED? MN NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 A Excess Umbrella PHUB645371 g1112018 9/1/2019 Each Occurrence 10,000,000 (occurrence) Aggregate 10,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES ( 101,Additional Remarks Schedule,maybe attached if more space is required) The General Liability&Automobile policies include blanket automatic Additional Insured endorsements(HS2483 07113,HS2424 03117,HA9913 01187)that provide this feature only when there is a written contract with the Named Insured that requires such status.The General Liability, Auto,and Workers Compensation policies include blanket automatic Waiver of Subrogation endorsements(HS2483 07I13,HA991 6 03112,HA9913 01187, WC420304B)that provide this feature only when there is a written contract with the Named Insured that requires such status.Primary Non-Contributory wording per endorsement forms(HG0001 09116,HA9916 03112).Contractual Liability for Railroads per endorsements(H82424 03117&CA2070 10101).Umbrella policy follows form of the underlying GL,Auto and WC.Excess Policy follows form of the underlying Umbrella policy.Cancellation per the attached endorsements(GH 02,RS5635 04/15,XH 02,WC420601). See Attached... CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL 13E DELIVERED IN City of Fort Worth,Texas ACCORDANCE WITH THE POLICY PROVISIONS. Transportation and Public Works Department 1000 Throckmorton Street AUTHORIZED REPRESENTATIVE Fort Worth TX 76102 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: AZTEENT-01 LOC#: ACCO " ADDITIONAL REMARKS SCHEDULE Page 1 of 1 AGENCY NAMED INSURED IBTX Risk Services Omega Contracting,Inc. 2518 Chalk Hill Rd POLICY NUMBER Dallas TX 75212 CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE OCI#3-19-0005; 2018-CIP Concrete Restoration-Contract 6.City Project No. 101569 (Chapel Creek Blvd-White Settlement Rd;Old Weatherford Rd) Westpoint Blvd(Academy Blvd-Chapel Creek Blvd) ACORD 101 (2008101) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD POLICY NUMBER: 46UEAlC1842 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURE® - OWNERS, LESSEES OR CONTRACTORS - OPTION IV This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Designated Project(s)Or Location(s) Or Or anization s : Of Covered Operations: Blanket as required by written contract agreement Information required to complete this Schedule if not shown above will be shown in the Declarations. A. With respect to those person(s) or organization(s) but only if: shown in the Schedule above when you have (a) The written contract or written agreed in a written contract or written agreement agreement requires you to provide to provide insurance such as is afforded under this such coverage to such additional policy to them, Subparagraph f., Any Other insured at the project(s) or location(s) Party, under the Additional Insureds When designated in the Schedule; and Required By Written Contract, Written (b) This Coverage Part provides coverage Agreement Or Permit Paragraph of Section II s for "bodily injury" or"property damage" Who Is An Insured is replaced with the following: included within the "products- f. Any Other Party completed operations hazard". Any other person or organization who is not The insurance afforded to the additional an insured under Paragraphs a. through e. insured shown in the Schedule applies: above, but only with respect to liability for (1) Only if the "bodily injury" or "property "bodily injury", "property damage"or"personal damage" occurs, or the "personal and and advertising injury" arising out of. advertising injury"offense is committed: (1) Your 4tlgoiN operations performed for (a) During the policy period;and such additional insured at the project(s) or location(s) designated in the Schedule; (b) Subsequent to the execution of such (2) Premises owned by or rented to you and written contract or written agreement; and shown in the Schedule; or (3) "Year word" for the additional insured at (c) Prior to the expiration of the period of the project(s) or location(s) designated in time that the written contract or written the Schedule and included within the agreement requires such insurance "products-completed operations hazard", be provided to the additional insured. Form HS 24 83 0713 Page 1 of 2 © 2013, The Hartford (Includes copyrighted material of Insurance Services Office, Inc., with its permission.) (2) Only to the extent permitted by law; and When You Add Others As An Additional (3) Will not be broader than that which you Insured To This Insurance are required by the written contract or (a) Primary Insurance When Required By written agreement to provide for such Contract additional insured. This insurance is primary if you have agreed With respect to the insurance afforded to the in a written contract or written agreement that person(s) or organization(s)that are additional this insurance be primary. If other insurance insureds under this endorsement, the is also primary, we will share with all that following additional exclusion applies: other insurance by the method described in This insurance does not apply to "bodily Paragraph (c) below. This insurance does not injury", "property damage" or "personal and apply to other insurance to which the advertising injury" arising out of the rendering additional insured in the Schedule has been of, or the failure to render, any professional added as an additional insured. architectural, engineering or surveying (b) Primary And hlon,Contrlbulory To Other services, including: Insurance Wheri Required By Contracl (1) The preparing, approving, or failing to This insurance is primary to and will not seek prepare or approve maps, shop drawings, contribution from any other insurance opinions, reports, surveys, field orders, available to an additional insured under your change orders, designs or specifications; policy provided that: or (i) The additional insured in the Schedule is (2) Supervisory, inspection, architectural or a Named Insured under such other engineering activities. insurance; and The limits of insurance that apply to the additional (ii) You have agreed in a written contract or insured shown in the Schedule are described in the written agreement that this insurance Limits Of Insurance section. would be primary and would not seek How this insurance applies when other insurance is contribution from any other insurance available to the additional insured is described in the available to the additional insured in the Other Insurance Condition in Section IV — Schedule. Commercial General Liability Conditions, except as (c) �Iethod Of Sharing otherwise amended below. If all of the other insurance permits B. With respect to insurance provided to the contribution by equal shares, we will follow person(s) or organization(s) that are additional this method also. Under this approach, each insureds under this endorsement, the When You insurer contributes equal amounts until it has Add Others As An Additional Insured To This paid its applicable limit of insurance or none of Insurance subparagraph, under the Other the loss remains,whichever comes first. Insurance Condition of Section IV—Commercial if any of the other insurance does not permit General Liability Conditions is replaced with the contribution by equal shares, we will following: contribute by limits. Under this method, each insurer's share is based on the ratio of its applicable limit of insurance to the total applicable limits of insurance of all insurers. All other terms and conditions in the policy remain unchanged. Page 2 of 2 Form HS 24 83 07 13 POLICY NUMBER: 46UEAC11842 it COMMERCIAL CENEHAL LIABILITY COVERAGE FORM Various provisions in this policy restrict coverage. (1) The "bodily injury" or "property damage" is Read the entire policy carefully to determine rights, caused by an "occurrence" that takes duties and what is and is not covered. place in the "coverage territory"; Throughout this policy the words "you" and "your" (2) The "bodily injury" or "property damage" refer to the Named Insured shown in the occurs during the policy period; and Declarations, and any other person or organization (3) Prior to the policy period, no insured listed qualifying as a Named Insured under this policy. The under Paragraph 1. of Section II - Who Is words "we", "us" and 'bur" refer to the stock insurance company member of The Hartford An Insured and no "employee" authorized by you to give or receive notice of an providing this insurance. "occurrence" or claim, knew that the The word "insured" means any person or "bodily injury" or "property damage" had organization qualifying as such under Section 11 - occurred, in whole or in part. If such a Who Is An Insured. listed insured or authorized "employee" Other words and phrases that appear in quotation knew, prior to the policy period, that the marks have special meaning. Refer to Section V - "bodily injury" or "property damage" Definitions. occurred, then any continuation, change SECTION I- COVERAGES or resumption of such "bodily injury" or "property damage" during or after the COVERAGE A BODILY INJURY AND PROPERTY policy period will be deemed to have been DAMAGE LIABILITY known prior to the policy period. 1. Insuring Agreement c. 'Bodily injury" or "property damage" will be a. We will pay those sums that the insured deemed to have been known to have becomes legally obligated to pay as damages occurred at the earliest time when any because of "bodily injury" or "property insured listed under Paragraph 1. of Section 11 damage" to which this insurance applies. We - Who Is An Insured or any "employee" will have the right and duty to defend the authorized by you to give or receive notice of insured against any "suit" seeking those an"occurrence"or claim: damages. However, we will have no duty to (1) Reports all, or any part, of the "bodily defend the insured against any "suit" seeking injury" or "property damage" to us or any damages for "bodily injury" or "property other insurer; damage" to which this insurance does not (2) Receives a written or verbal demand or apply. We may, at our discretion, investigate any"occurrence" and settle any claim or"suit" claim for damages because of the bodily that may result. But: injury"or"property damage";or (3) Becomes aware by any other means that (1) The amount we will pay for damages is "bodily injury" or "property damage" has limited as described in Section III - Limits occurred or has begun to occur. Of Insurance;and d. Damages because of "bodily injury" include (2) Our right and duty to defend ends when damages claimed by any person or we have used up the applicable limit of organization for care, loss of services or insurance in the payment of judgments or death resulting at any time from the "bodily settlements under Coverages A or B or injury". medical expenses under Coverage C. No other obligation or liability to pay sums or e. Incidental Medical Malpractice And Good Samaritan Coverage perform acts or services is covered unless explicitly provided for under Supplementary "Bodily injury" arising out of the rendering of Payments - Coverages A and B. or failure to render the following health care b. This insurance applies to "bodily injury" and services by any "employee" or "volunteer worker" shall be deemed to be caused by an "property damage"only if: "occurrence"for: HG 00 01 0916 Page 1 of 21 ©2016 The Hartford (Includes copyrighted material of Insurance Services Office, Inc. with its permission.) (1) Professional health care services such as: (a) Liability to such party for, or for the (a) Medical, surgical, dental, laboratory, x- cost of, that party's defense has also ray or nursing services or treatment, been assumed in the same "insured advice or instruction, or the related contract"; and furnishing of food or beverages; (b)Such attorney fees and litigation (b)Any health or therapeutic service, expenses are for defense of that party treatment, advice or instruction; or against a civil or alternative dispute (c) The furnishing or dispensing of drugs resolution proceeding in which or medical, dental, or surgical supplies damages to which this insurance or appliances; or applies are alleged. (2) First aid services, which include: c• Liquor Liability (a) Cardiopulmonary resuscitation, "Bodily injury" or "property damage" for which whether performed manually or with a any insured may be held liable by reason of: defibrillator; or (1) Causing or contributing to the intoxication (b)Services performed as a Good of any person; Samaritan. (2) The furnishing of alcoholic beverages to a For the purpose of determining the limits of person under the legal drinking age or insurance, any act or omission together with under the influence of alcohol; or all related acts or omissions in the furnishing (3) Any statute, ordinance or regulation of these services to any one person will be relating to the sale, gift, distribution or use considered one"occurrence". of alcoholic beverages. However, this Incidental Medical Malpractice This exclusion applies even if the claims And Good Samaritan Coverage provision against any insured allege negligence or applies only if you are not engaged in the other wrongdoing in: business or occupation of providing any of the (a) The supervision, hiring, employment, services described in this provision. training or monitoring of others by that 2. Exclusions insured;or This insurance does not apply to: (b) Providing or failing to provide a. Expected Or untended Injury transportation with respect to any person that may be under the influence "Bodily injury" or "property damage" expected of alcohol; or intended from the standpoint of the if the "occurrence" which caused the "bodily insured. This exclusion does not apply to injury or property damage", involved that "bodily injury" or "property damage" resulting which is described in Paragraph (1), (2) or (3) from the use of reasonable force to protect above. persons or property. b. Contractual Liability However, this exclusion applies only if you are in the business of manufacturing, "Bodily injury" or "property damage" for which distributing, selling, serving or furnishing the insured is obligated to pay damages by alcoholic beverages. For the purposes of this reason of the assumption of liability in a exclusion, permitting a person to bring contract or agreement. This exclusion does alcoholic beverages on your premises, for not apply to liability for damages: consumption on your premises, whether or (1) That the insured would have in the not a fee is charged or a license is required absence of the contract or agreement; or for such activity, is not by itself considered the (2) Assumed in a contract or agreement that business of selling, serving or furnishing is an "insured contract", provided the alcoholic beverages. "bodily injury" or "property damage" d. Workers' Compensation And Similar Laws occurs subsequent to the execution of the Any obligation of the insured under a workers' contract or agreement. Solely for the compensation, disability benefits or purposes of liability assumed in an unemployment compensation law or any "insured contract", reasonable attorney similar law. fees and necessary litigation expenses e. Employer's Liability incurred by or for a party other than an insured are deemed to be damages "Bodily injury"to: because of "bodily injury" or "property (1) An "employee" of the insured arising out of damage", provided: and in the course of: Page 2 of 21 HG 00 01 0916 (a) Employment by the insured; or (c) Which are or were at any time (b) Performing duties related to the transported, handled, storod, treated, conduct of the insured's business;or disposed of, or processed as waste by (2) The spouse, child, parent, brother or sister or for: of that "employee" as a consequence of (1) Any insured; or Paragraph (1) above. ii(") Any person or organization for This exclusion applies: whom you may be legally (1) Whether the insured may be liable as an responsible; employer or in any other capacity;and (d)At or from any premises, site or (2) To any obligation to share damages with location on which any insured or any or repay someone else who must pay contractors or subcontractors working damages because of the injury. directly or indirectly on any insured's This exclusion does not apply to liability behalf are performing operations if the assumed by the insured under an "insured "pollutants" are brought on or to the contract". premises, site or location in connection f. Pollution with such operations by such insured, contractor or subcontractor. However, (1) "Bodily injury" or "property damage" this subparagraph does not apply to: arising out of the actual, alleged or (i) "Bodily injury"or"property damage" threatened discharge, dispersal, seepage, arising out of the escape of fuels, migration, release or escape of"pollutants": lubricants or other operating fluids which are needed to perform the (a)At or from any premises, site or normal electrical, hydraulic or location which is or was at any time mechanical functions necessary for owned or occupied by, or rented or the operation of"mobile equipment" loaned to, any insured. However, this or its parts, if such fuels, lubricants subparagraph does not apply to: or other operating fluids escape (ii) "Bodily injury" if sustained within a from a vehicle part designed to building and caused by smoke, hold, store or receive them. This fumes, vapor or soot produced by exception does not apply if the or originating from equipment that "bodily injury" or "property damage" is used to heat, cool or dehumidify arises out of the intentional the building, or equipment that is discharge, dispersal or release of used to heat water for personal the fuels, lubricants or other use, by the building's occupants or operating fluids, or if such fuels, their guests; lubricants or other operating fluids (D) 'Bodily injury" or"property damage" are brought on or to the premises, for which you may be held liable, if site or location with the intent that you are a contractor and the owner they be discharged, dispersed or or lessee of such premises, site or released as part of the operations location has been added to your being performed by such insured, policy as an additional insured with contractor or subcontractor; respect to your ongoing operations (ii) "Bodily injury" or"property damage" performed for that additional sustained within a building and insured at that premises, site or caused by the release of gases, location and such premises, site or fumes or vapors from materials location is not and never was brought into that building in owned or occupied by, or rented or connection with operations being loaned to, any insured, other than performed by you or on your behalf that additional insured;or by a contractor or subcontractor; or (iii) "Bodily injury" or"property damage" (lit) "Bodily injury"or "property damage" arising out of heat, smoke or fumes arising out of heat, smoke or fumes from a "hostile fire"; from a"hostile fire'; or (b)At or from any premises, site or (e)At or from any premises, site or location which is or was at any time location on which any insured or any used by or for any insured or others for contractors or subcontractors working the handling, storage, disposal, directly or indirectly on any insured's processing or treatment of waste; behalf are performing operations if the HG 00 0109 16 Page 3 of 21 operations are to test for, monitor, (4) Liability assumed under any "insured clean up, remove, contain, treat, contract" for the ownership, maintenance detoxify or neutralize, or in any way or use of aircraft or watercraft; respond to, or assess the effects of, (5) "Bodily injury" or "property damage" "pollutants". arising out of: (2) Any loss, cost or expense arising out of (a) The operation of machinery or any: equipment that is attached to, or part (a) Request, demand, order or statutory or of, a land vehicle that would qualify regulatory requirement that any under the definition of "mobile insured or others test for, monitor, equipment" if it were not subject to a clean up, remove, contain, treat, compulsory or financial responsibility detoxify or neutralize, or in any way law or other motor vehicle insurance respond to, or assess the effects of, law where it is licensed or principally "pollutants';or garaged;or (b)Claim or suit by or on behalf of a (b) The operation of any of the machinery governmental authority for damages or equipment listed in Paragraph f.(2) because of testing for, monitoring, or f.(3) of the definition of "mobile cleaning up, removing, containing, equipment"; or treating, detoxifying or neutralizing, or (6) An aircraft that is not owned by any in any way responding to, or assessing insured and is hired, chartered or loaned the effects of, "pollutants". with a paid crew. However, this exception However,this paragraph does not apply to does not apply if the insured has any other liability for damages because of "property insurance for such "bodily injury" or damage" that the insured would have in "property damage", whether the other the absence of such request, demand, insurance is primary, excess, contingent order or statutory or regulatory or on any other basis. requirement, or such claim or "suit" by or h. Mobile Equipment on behalf of a governmental authority. "Bodily injury" or "property damage" arising g. Aircraft, Auto Or Watercraft out of: "Bodily injury" or "property damage" arising (1) The transportation of "mobile equipment out of the ownership, maintenance, use or by an "auto" owned or operated by or entrustment to others of any aircraft, "auto" or rented or loaned to any insured;or watercraft owned or operated by or rented or (2) The use of "mobile equipment" in, or while loaned to any insured. Use includes operation in practice for, or while being prepared for, and"loading or unloading". any prearranged racing, speed, This exclusion applies even if the claims demolition, or stunting activity. against any insured allege negligence or L war other wrongdoing in the supervision, hiring, employment, training or monitoring of others Bodily injury or property damage", however by that insured, if the "occurrence" which caused, arising, directly or indirectly, out of: caused the "bodily injury" or "property (1) War, including undeclared or civil war; damage" involved the ownership, (2) Warlike action by a military force, including maintenance, use or entrustment to others of action in hindering or defending against an any aircraft, "auto" or watercraft that is owned actual or expected attack, by any or operated by or rented or loaned to any government, sovereign or other authority insured. using military personnel or other agents; This exclusion does not apply to: or (1) A watercraft while ashore on premises you (3) Insurrection, rebellion, revolution, usurped own or rent; power, or action taken by governmental (2) A watercraft you do not own that is. authority in hindering or defending against (a) Less than 51 feet long; and any of these. (b) Not being used to carry persons for a l ❑amage To Property charge; 'Property damage"to: (3) Parking an "auto" on, or on the ways next (1) Property you own, rent, or occupy, to, premises you own or rent, provided the including any costs or expenses incurred "auto" is not owned by or rented or loaned by you, or any other person, organization to you or the insured; or entity, for repair, replacement, Page 4 of 21 HG 00 01 0916 enhancement, restoration or maintenance m. Damage To Impaired Property Or Property of such property for any reason, including Not Physically Injured prevention of injury to a person or damage "Property damage" to "impaired property" or to another's property; property that has not been physically injured, (2) Premises you sell, give away or abandon, arising out of: if the "property damage" arises out of any (1) A defect, deficiency, inadequacy or part of those premises; dangerous condition in "your product" or (3) Property loaned to you; "your work"; or (4) Personal property in the care, custody or (2) A delay or failure by you or anyone acting control of the insured; on your behalf to perform a contract or (5) That particular part of real property on agreement in accordance with its terms. which you or any contractors or This exclusion does not apply to the loss of subcontractors use of other property arising out of sudden working directly or indirectly on your behalf and accidental physical injury to "your are performing operations, if the "property product" or "your work" after it has been put damage"arises out of those operations;or to its intended use. (6) That particular part of any property that n. Recall Of Products, Work Or Impaired must be restored, repaired or replaced Property because "your work" was incorrectly performed on it. Damages claimed for any loss, cost or Paragraphs (1), (3) and (4) of this exclusion expense incurred by you or others for the loss do not apply to "property damage" (other than of use, withdrawal, recall, inspection, repair, damage by fire) to premises, including the replacement, adjustment, removal or disposal contents of such premises, rented to you for a of; period of seven or fewer consecutive days. A (1) "Your product"; separate limit of insurance applies to Damage (2) "Your work";or To Premises Rented To You as described in Section III - Limits Of Insurance. (3) "Impaired property"; Paragraph (2) of this exclusion does not apply if such product, work, or property is withdrawn if the premises are "your work" and were or recalled from the market or from use by never occupied, rented or held for rental by any person or organization because of a you. known or suspected defect, deficiency, Paragraphs (3) and (4) of this exclusion do inadequacy or dangerous condition in it. not apply to "property damage" arising from o. Personal And Advertising Injury the use of elevators. "Bodily injury" arising out of "personal and Paragraphs (3), (4), (5) and (6) of this advertising injury". exclusion do not apply to liability assumed p. Access or Disclosure Of Confidential Or under a sidetrack agreement. Personal Information And Data-related Paragraphs (3) and (4) of this exclusion do Liability not apply to "property damage" to borrowed Damages arising out of: equipment while not being used to perform (1) Any access to or disclosure of any operations at the job site. person's or organization's confidential or Paragraph (6) of this exclusion does not apply personal information, including patents, to "property damage" included in the trade secrets, processing methods, "products-completed operations hazard". customer lists, financial information, credit k. Damage To Your Product card information, health information or any "Property damage" to "your product" arising other type of nonpublic information;or out of it or any part of it. (2) The loss of, loss of use of, damage to, 1. Damage To Your Work corruption of, inability to access, or "Property damage" to "your work" arising out inability to manipulate electronic data. of it or any part of it and included in the This exclusion applies even if damages are "products-completed operations hazard". claimed for notification costs, credit This exclusion does not apply if the damaged monitoring expenses, forensic expenses, work or the work out of which the damage public relations expenses or any other loss, arises was performed on your behalf by a cost or expense incurred by you or others subcontractor. arising out of that which is described in Paragraph (1) or(2)above. HG 00 01 0916 Page 5 of 21 However, unless Paragraph (1) above detoxifying or neutralizing or in any applies, this exclusion does not apply to way responding to or assessing the damages because of"bodily injury". effects of an"asbestos hazard". As used in this exclusion, electronic data s. Recording And Distribution Of Material Or means information, facts or programs stored Information In Violation Of Law as or on, created or used on, or transmitted to 'Bodily injury" or "property damage" arising or from computer software, including systems directly or indirectly out of any action or and applications software, hard or floppy omission that violates or is alleged to violate: disks, CD-ROMS, tapes, drives, cells, data processing devices or any other media which (1) The Telephone Consumer Protection Act are used with electronically controlled (TCPA), including any amendment of or addition to such law; equipment. q. Employment-Related Practices (2) The CAN-SPAM Act of 2003, including any amendment of or addition to such law; "Bodily injury"to: (3) The Fair Credit Reporting Act.(FCRA), and (1) A person arising out of any "employment- any amendment of or addition to such law, related practices"; or including the Fair and Accurate Credit (2) The spouse, child, parent, brother or sister Transaction Act (FACTA); or of that person as a consequence of"bodily (4) Any federal, state or local statute, injury" to that person at whom any ordinance or regulation, other than the "employment-related practices" are TCPA or CAN-SPAM Act of 2003 or FCRA directed. and their amendments and additions, that This exclusion applies: addresses, prohibits or limits the printing, (1) Whether the injury-causing event dissemination, disposal, collecting, described in the definition of "employment- recording, sending, transmitting, related practices" occurs before communicating or distribution of material employment, during employment or after or information. employment of that person; Damage To Premises Rented To You (2) Whether the insured may be liable as an Exception For Damage By Fire, Lightning Or employer or in any other capacity;and Explosion (3) To any obligation to share damages with Exclusions c. through h. and 1. through n. do not or repay someone else who must pay apply to damage by fire, lightning or explosion to damages because of the injury. premises while rented to you or temporarily r. Asbestos occupied by you with permission of the owner. A separate limit of insurance applies to this (1) "Bodily injury" or "property damage" coverage as described in Section III - Limits Of arising out of the "asbestos hazard". Insurance. (2) Any damages, judgments, settlements, COVERAGE B PERSONAL AND ADVERTISING loss, costs or expenses that: INJURY LIABILITY (a) May be awarded or incurred by reason 1. Insuring Agreement of any claim or suit alleging actual or a. We will pay those sums that the insured threatened injury or damage of any becomes legally obligated to pay as damages nature or kind to persons or property because of "personal and advertising injury" which would not have occurred in to which this insurance applies. We will have whole or in part but for the "asbestos the right and duty to defend the insured hazard"; against any "suit" seeking those damages. (b)Arise out of any request, demand, However, we will have no duty to defend the order or statutory or regulatory insured against any "suit" seeking damages requirement that any insured or others for "personal and advertising injury" to which test for, monitor, clean up, remove, this insurance does not apply, We may, at our -encapsulate, contain, treat, detoxify or discretion, investigate any offense and settle neutralize or in any way respond to or any claim or"suit" that may result. But: assess the effects of an "asbestos (1) The amount we will pay for damages is hazard"; or limited as described in Section III - Limits (c) Arise out of any claim or suit for Of Insurance; and damages because of testing for, (2) Our right and duty to defend end when we monitoring, cleaning up, removing, encapsulating, containing, treating, have used up the applicable limit of insurance in the payment of judgments or Page 6 of 21 HG 00 01 09 16 settlements under Coverages A or B or h. Wrong Description Of Prices medical expenses under Coverage C. "Personal and advertising injury" arising out of No other obligation or liability to pay sums or the wrong description of the price of goods, perform acts or services is covered unless products or services, explicitly provided for under Supplementary i. Infringement Of Intellectual Property Payments- Coverages A and B. Rights b. This insurance applies to "personal and (1) "Personal and advertising injury" arising advertising injury" caused by an offense out of any actual or alleged infringement arising out of your business but only if the or violation of any intellectual property offense was committed in the "coverage rights such as copyright, territory"during the policy period. gpatent, trademark,trade name, trara de secret, trade 2. Exclusions dress, service mark or other designation This insurance does not apply to: of origin or authenticity; or a. Knowing Violation Of Rights Of Another (2) Any injury or damage alleged in any clam "Personal and advertising injury" arising out of or "suit" that also alleges an infringement an offense committed by, at the direction or or violation of any intellectual property with the consent or acquiescence of the right, whether such allegation of insured with the expectation of infecting infringement or violation is made by you or by any other party involved in the claim or "personal and advertising injury". "suit", regardless of whether this b. Material Published With Knowledge Of insurance would otherwise apply. Falsity However, this exclusion does not apply if the "Personal and advertising injury" arising out of only allegation in the claim or "suit" involving oral, written or electronic publication, in any any intellectual property right is limited to: manner, of material, if done by or at the (1) Infringement, in your"advertisement", of: direction of the insured with knowledge of its falsity. (a) Copyright; c. Material Published Prior To Policy Period (b) Slogan;or "Personal and advertising injury" arising out of (c) Title of any literary or artistic work;or oral, written or electronic publication, in any (2) Copying, in your "advertisement", a manner, of material whose first publication person's or organization's "advertising took place before the beginning of the policy idea"or style of"advertisement". period. j. Insureds In Media And Internet Type d. Criminal Acts Businesses "Personal and advertising injury" arising out of "Personal and advertising injury" committed a criminal act committed by or at the direction by an insured whose business is: of the insured. (1) Advertising, broadcasting, publishing or e. Contractual Liability telecasting; "Personal and advertising injury"for which the (2) Designing or determining content of web insured has assumed liability in a contract or sites for others;or agreement. This exclusion does not apply to (3) An Internet search, access, content or liability for damages that the insured would service provider. have in the absence of the contract or agreement. However, this exclusion does not apply to Paragraphs a., b. and c. of the definition of f. Breach Of Contract "personal and advertising injury" under the "Personal and advertising injury"arising out of a Definitions Section. breach of contract, except an implied contract to For the purposes of this exclusion, the placing use another's "advertising idea" in your of frames, borders or links, or advertising, for "advertisement". you or others anywhere on the Internet, is not g. Quality Or Performance Of Goods- Failure by itself, considered the business of To Conform To Statements advertising, broadcasting, publishing or "Personal and advertising injury" arising out of telecasting. the failure of goods, products or services to It. Electronic Chatrooms Or Bulletin Boards conform with any statement of quality or "Personal and advertising injury" arising out of performance made in your"advertisement". an electronic chatroom or bulletin board the HG 00 01 09 16 Page 7 of 21 insured hosts, owns, or over which the (4) Computer code, software or programming insured exercises control. used to enable: f. Unauthorized Use Of Another's Name Or (a)Your web site; or Product (b)The presentation or functionality of an "Personal and advertising injury" arising out of "advertisement" or other content on the unauthorized use of another's name or your web site. product in your e-mail address, domain name q. Right Of Privacy Created By Statute or metatags, or any other similar tactics to mislead another's potential customers. "Personal and advertising injury" arising out of the violation of a person's right of privacy m. Pollution created by any state or federal act. "Personal and advertising injury" arising out of However, this exclusion does not apply to the actual, alleged or threatened discharge, liability for damages that the insured would dispersal, seepage, migration, release or have in the absence of such state or federal escape of "pollutants" at any time. act. n. Pollution-Related r. Violation Of Anti-Trust law Any loss, cost or expense arising out of any: "Personal and advertising injury" arising out of (1) Request, demand, order or statutory or a violation of any anti-trust law. regulatory requirement that any insured or s. Securities others test for, monitor, clean up, remove, "Personal and advertising injury" arising out of contain, treat, detoxify or neutralize, or in any way respond to, or assess the effects the fluctuation in price or value of any stacks, of, "pollutants"; or bonds or other securities. (2) Claim or suit by or on behalf of a t. Recording And Distribution Of Material Or governmental authority for damages Information In Violation Of Law because of testing for, monitoring, 'Personal and advertising injury" arising cleaning up, removing, containing, directly or indirectly out of any action or treating, detoxifying or neutralizing, or in omission that violates or is alleged to violate: any way responding to, or assessing the (1) The Telephone Consumer Protection Act effects of, "pollutants". (TCPA), including any amendment of or o. War addition to such law; "Personal and advertising injury", however (2) The CAN-SPAM Act of 2003, including caused, arising, directly or indirectly, out of: any amendment of or addition to such law; (1) War, including undeclared or civil war; (3) The Fair Credit Reporting Act (FCRA), and (2) Warlike action by a military force, including any amendment of or addition to such law, action in hindering or defending against an including the Fair and Accurate Credit actual or expected attack, by any Transaction Act(FACTA);or government, sovereign or other authority (4) Any federal, state or local statute, using military personnel or other agents; ordinance .or regulation, other than the or TCPA or CAN-SPAM Act of 2003 or FCRA (3) Insurrection, rebellion, revolution, usurped and their amendments and additions, that power, or action taken by governmental addresses, prohibits or limits the printing, authority in hindering or defending against dissemination, disposal, collecting, any of these. recording, sending, transmitting, communicating or distribution of material p. Internet Advertisements And Content Of or information. Others u. Employment-Related Practices "Personal and advertising injury" arising out of: "Personal and advertising injury"to: (1) An "advertisement" for others on your web (1) A person arising out of any "employment- site; related practices"; or (2) Placing a link to a web site of others on (2) The spouse, child, parent, brother or sister of that person as a consequence of your web site; "personal and advertising injury" to that (3) Content, including information, sounds, person at whom any "employment-related text, graphics, or images from a web site practices"are directed. of others displayed within a frame or border on your web site; or Page 8 of 21 HG 00 01 09 16 This exclusion applies: COVERAGE C MEDICAL PAYMENTS (1) Whether the injury-causing event 1. Insuring Agreement described in the definition of "employment- a. We will pay medical expenses as described related practices" occurs before below for "bodily injury" caused by an employment, during employment or after accident: employment of that person; (1) On premises you own or rent; (2) Whether the insured may be liable as an employer or in any other capacity; and (2) On ways next to premises you own or rent;or (3) To any obligation to share damages with (3) Because of your operations; or repay someone else who must pay damages because of the injury. provided that: v. Asbestos (1) The accident takes place in the "coverage (1) "Personal and advertising injury" arising territory" and during the policy period; out of the "asbestos hazard". (2) The expenses are incurred and reported (2) Any damages, judgments, settlements, to us within three years of the date of the loss, costs or expenses that: accident;and (a) May be awarded or incurred by reason (3) The injured person submits to of any claim or suit alleging actual or examination, at our expense, by threatened injury or damage of any physicians of our choice as often as we nature or kind to persons or property reasonably require. which would not have occurred in b. We will make these payments regardless of whole or in part but for the "asbestos fault. These payments will not exceed the hazard"; applicable limit of insurance. We will pay (b)Arise out of any request, demand, reasonable expenses for: order or statutory or regulatory (1) First aid administered at the time of an requirement that any insured or others accident; test for, monitor, clean up, remove, (2) Necessary medical, surgical, X-ray and encapsulate, contain, treat, detoxify or dental services, including prosthetic neutralize or in any way respond to or devices;and assess the effects of an "asbestos (3) Necessary ambulance, hospital, hazard"; or professional nursing and funeral services. (c)Arise out of any claim or suit for 2. Exclusions damages because of testing for, monitoring, cleaning up, removing, We will not pay expenses for"bodily injury". encapsulating, containing, treating, a. Any Insured detoxifying or neutralizing or in any To any insured, except"volunteer workers". way responding to or assessing the effects of an"asbestos hazard". b. Hired Person w. Access Or Disclosure Of Confidential Or To a person hired to do work for or on behalf Personal Information of any insured or a tenant of any insured. "Personal and advertising injury" arising out of c. Injury On Normally Occupied Premises any access to or disclosure of any person's or To a person injured on that part of premises organization's confidential or personal you own or rent that the person normally information, including patents, trade socrots, occupies. processing methods, customer lists, financial d. Workers Compensation And Similar Laws information, credit card information, health information or any other type of nonpublic To a person, whether or not an "employee" of information. any insured, if benefits for the "bodily injury" are This exclusion applies even if damages are payable or must be provided under a workers' claimed for notification costs, credit compensation or disability benefits law or a monitoring expenses, forensic expenses, similar law. public relations expenses or any other loss, e. Athletics Activities cost or expense incurred by you or others To a person , injured while practicing, arising out of any access to or disclosure of instructing or participating in any physical any person's or organization's confidential or exercises or games, sports, or athletic personal information. contests. HG 00 01 09 16 Page 9 of 21 f. Products-Completed Operations Hazard assumed by the insured in the same "insured Included within the "products-completed contract"; operations hazard". d. The allegations in the "suit" and the g. Coverage A Exclusions information we know about the "occurrence" Excluded under Coverage A. are such that no conflict appears to exist between the interests of the insured and the SUPPLEMENTARY PAYMENTS - COVERAGES interests of the indemnitee; A AND B e. The indemnitee and the insured ask us to 1. We will pay, with respect to any claim we conduct and control the defense of that investigate or settle, or any "suit" against an indemnitee against such "suit" and agree that insured we defend: we can assign the same counsel to defend a. All expenses we incur. the insured and the indemnitee; and b. Up to $1,000 for cost of bail bonds required f. The indemnitee: because of accidents or traffic law violations (1) Agrees in writing to: arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. (a) Cooperate with us in the investigation, We do not have to furnish these bonds. settlement or defense of the "suit'; c. The cost of appeal bonds or bonds to release (b) Immediately send us copies of any attachments, but only for bond amounts demands, notices, summonses or legal within the applicable limit of insurance. We do papers received in connection with the not have to furnish these bonds. "suit"; d. All reasonable expenses incurred by the (c) Notify any other insurer whose insured at our request to assist us in the coverage is available to the investigation or defense of the claim or "suit", indemnitee;and including actual loss of earnings up to $500 a day because of time off from work. (d)Cooperate with us with respect to coordinating other applicable e. All court costs taxed against the insured in insurance available to the indemnitee; the "suit". However, such costs do not and include attorneys' fees, attorneys' expenses, witness or expert fees, or any other expenses (2) Provides us with written authorization to: of a party taxed to the insured. (a) Obtain records and other information f. Prejudgment interest awarded against the related to the"suit"; and insured on that part of the judgment we pay. If (b)Conduct and control the defense of the we make an offer to pay the applicable limit of indemnitee in such "suit". insurance, we will not pay any prejudgment So long as the above conditions are met, interest based on that period of time after the attorneys' fees incurred by us in the defense of offer. that indemnitee, necessary litigation expenses g. All interest on the full amount of any judgment incurred by us and necessary litigation expenses that accrues after entry of the judgment and incurred by the indemnitee at our request will be before we have paid, offered to pay, or paid as Supplementary Payments. deposited in court the part of the judgment Notwithstanding the provisions of Paragraph that is within the applicable limit of insurance. 2.b.(2) of Section I - Coverage A - Bodily Injury These payments will not reduce the limits of And Property Damage Liability, such payments insurance. will not be deemed to be damages for "bodily 2. If we defend an insured against a "suit" and an injury" and "property damage" and will not reduce indemnitee of the insured is also named as a the limits of insurance. party to the "suit", we will defend that indemnitee Our obligation to defend an insured's indemnitee if all of the following conditions are met: and to pay for attorneys' fees and necessary a. The "suit" against the indemnitee seeks litigation expenses as Supplementary Payments damages for which the insured has assumed ends when: the liability of the indemnitee in a contract or a. We have used up the applicable limit of agreement that is an"insured contract"; insurance in the payment of judgments or b. This insurance applies to such liability settlements;or assumed by the insured; b. 'The conditions set forth above, or the terms of c. The obligation to defend, or the cost of the the agreement described in Paragraph f. defense of, that indemnitee, has also been above, are no longer met. Page 10 of 21 HG 00 01 09 16 SECTION 11-WHO 1S AN INSURED "volunteer worker" as a consequence 1. If you are designated in the Declarations as: of Paragraph (1)(a) above; a. An individual, you and your spouse are (c) For which there is any obligation to insureds, but only with respect to the conduct share damages with or repay someone of a business of which you are the sole else who must pay damages because owner. of the injury described in Paragraphs b. A partnership or joint venture, you are an (1)(a) or(1)(b) above; or insured. Your members, your partners, and (d)Arising out of his or her providing or their spouses are also insureds, but only with failing to provide professional health respect to the conduct of your business. care services. c. A limited liability company, you are an If you are not in the business of providing insured. Your members are also insureds, but professional health care services: only with respect to the conduct of your (a) Subparagraphs (1)(a), (1)(b) and (1)(c) business. Your managers are insureds, but above do not apply to any "employee" only with respect to their duties as your or "volunteer worker" providing first aid managers. services; and d. An organization other than a partnership,joint (b)Subparagraph (1)(d) above does not venture or limited liability company, you are apply to any nurse, emergency medical an insured. Your "executive officers" and technician or paramedic employed by directors are insureds, but only with respect to you to provide such services. their duties as your officers or directors. Your (2) "Property damage"to property: stockholders are also insureds, but only with (a) Owned, occupied or used by, respect to their liability as stockholders. e. A trust, you are an insured. Your trustees are (b) Rented to, in the care, custody or also insureds, but only with respect to their control of, or over which physical duties as trustees. control is being exercised for any purpose by 2. Each of the fallowing is also an insured: you, any of your "employees", "volunteer a. Employees And Volunteer Workers workers", any partner or member (if you Your "volunteer workers" only while are a partnership or joint venture), or any performing duties related to the conduct of member (if you are a limited liability your business, or your "employees", other company). than either your"executive officers" (if you are b. Real Estate Manager an organization other than a partnership, joint venture or limited liability company) or your Any person (other than your "employee" or managers (if you are a limited liability "volunteer worker"), or any organization while company), but only for acts within the scope acting as your real estate manager. of their employment by you or while c. Temporary Custodians Of Your Property performing duties related to the conduct of Any person or organization having proper your business. temporary custody of your property if you die, However, none of these "employees" or but only: "volunteer workers" are insureds for: (1) With respect to liability arising out of the (1) 'Bodily injury"or "personal and advertising maintenance or use of that property; and injury": (2) Until your legal representative has been (a) To you, to your partners or members (if appointed, you are a partnership or joint venture), d. Legal Representative If You Die to your members (if you are a limited liability company), to a co-"employee" Your legal representative if you die, but only while in the course of his or her with respect to duties as such. That employment or performing duties representative will have all your rights and related to the conduct of your duties under this Coverage Part. business, or to your other "volunteer e. Unnamed Subsidiary workers" while performing duties Any subsidiary, and subsidiary thereof, of related to the conduct of your yours which is a legally incorporated entity of business; which you own a financial interest of more (b)To the spouse, child, parent, brother or than 50% of the voting stock on the effective sister of that co-"employee" or that date of the Coverage Part. HG 00 0109 16 Page 11 of 21 The insurance afforded herein for any A person or organization is an additional insured subsidiary not named in this Coverage Part under this provision only for that period of time as a named insured does not apply to injury required by the contract or agreement. or damage with respect to which such insured However, no such person or organization is an is also a named insured under another policy insured under this provision if such person or or would be a named insured under such organization is included as an insured by an policy but for its termination or the exhaustion endorsement issued by us and made a part of of its limits of insurance. this Coverage Part. 3. Newly Acquired Or Formed Organization a. Vendors Any organization you newly acquire or form, Any person(s) or organization(s) (referred to other than a partnership, joint venture or limited below as vendor), but only with respect to liability company, and over which you maintain "bodily injury" or "property damage" arising financial interest of more than 50% of the voting out of "your products" which are distributed or stock, will qualify as a Named Insured if there is sold in the regular course of the vendor's no other similar insurance available to that business and only if this Coverage Part organization. However: provides coverage for "bodily injury" or a. Coverage under this provision is afforded only "property damage" included within the until the 180th day after you acquire or form "products-completed operations hazard". the organization or the end of the policy (1) The insurance afforded the vendor is period,whichever is earlier; subject to the following additional b. Coverage A does not apply to "bodily injury" exclusions: or "property damage" that occurred before This insurance does not apply to: you acquired or formed the organization; and (a) "Bodily injury" or"property damage" e for c. Coverage B does not apply to "personal and which the vendor is obligated to pay advertising injury" arising out of an offense damages by reason of the assumption committed before you acquired or formed the of liability in a contract or agreement. organization. This exclusion does not apply to 4. Nonowned Watercraft liability for damages that the vendor With respect to watercraft you do not own that is would have in the absence of the less than 51 feet long and is not being used to contract or agreement; carry persons for a charge, any person is an (b)Any express warranty unauthorized by insured while operating such watercraft with your you; permission. Any other person or organization (c) Any physical or chemical change in the responsible for the conduct of such person is product made intentionally by the also an insured, but only with respect to liability vendor; arising out of the operation of the watercraft, and (d)Repackaging, except when unpacked only if no other insurance of any kind is available to that person or organization for this liability. solely far the purpose of inspection, demonstration, testing, or the However, no person or organization is an insured substitution of parts under instructions with respect to: from the manufacturer, and then a. "Bodily injury" to a co-"employee" of the repackaged in the original container; person operating the watercraft; or (e) Any failure to make such inspections, b. "Property damage" to property owned by, adjustments, tests or servicing as the rented to, in the charge of or occupied by you vendor has agreed to make or normally or the employer of any person who is an undertakes to make in the usual insured under this provision. course of business, in connection with 5. Additional Insureds Wben Required By the distribution or sale of the products; Written Contract, Written Agreement Or (f) Demonstration, installation, servicing P--rrnit or repair operations, except such The following person(s) or organization(s) are an operations performed at the vendor's additional insured when you have agreed, in a premises in connection with the sale of written contract, written agreement or because of the product; a permit issued by a state or political subdivision, (g) Products which, after distribution or that such person or organization be added as an sale by you, have been labeled or additional insured on your policy, provided the relabeled or used as a container, part injury or damage occurs subsequent to the or ingredient of any other thing or execution of the contract or agreement. substance by or for the vendor;or Page 12 of 21 HG 00 01 09 16 (h)'Bodily injury" or "property damage" omissions of those acting on your behalf: arising out of the sale negligence of the (1) In connection with your premises;or vendor for its own acts or omissions or (2) In the performance of your ongoing those of its employees or anyone else operations performed by you or on your acting on its behalf. However, this behalf. exclusion does not apply to: {i) The exceptions contained in Sub- With respect to the insurance afforded these paragraphs (d} or(f};or additional insureds, the following additional exclusion applies: (ii) Such inspections, adjustments, This Insurance does not apply to "bodily tests or servicing as the vendor has injury", "property damage" or "personal and agreed to make or normally advertising injury" arising out of the rendering undertakes to make in the usual of or the failure to render any professional course of business, in connection services by or for you, including: with the distribution or sale of the products. 1. The preparing, approving, or failing to (2) This insurance does not apply to any prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, insured person or organization, from change orders or drawings and whom you have acquired such products, or any ingredient, part or container, specifications; or entering into, accompanying or containing 2. Supervisory, inspection, architectural or such products. engineering activities. b. Lessors Of Equipment This exclusion applies even if the claims (1) Any person(s) or organization(s) from against any insured allege negligence or whom you lease equipment; but only with other wrongdoing in the supervision, hiring, respect to their liability for "bodily injury", employment, training or monitoring of others "property damage" or "personal and by that insured, it the occurrence which advertising injury" caused, in whole or in caused the "bodily injury" or "property damage", or the offense which caused the part, by your maintenance, operation or "personal and advertising injury", involved the use of equipment leased to you by such rendering of or the failure to render any person(s) or organization(s). professional services by or for you. (2) With respect to the insurance afforded to e. Permits Issued By State Or Politicalthose additional insureds this insurance Subdivisions does not apply to any "occurrence" which takes place after the equipment lease Any state or political subdivision, but only with expires. respect to operations performed by you or on c. Lessors Of Land Or Premises your behalf for which the state or political Any person or organization from whom you subdivision has issued a permit. lease land or premises, but only with respect With respect to the insurance afforded these to liability arising out of the ownership, additional insureds, this insurance does not maintenance or use of that part of the land or apply to: premises leased to you. (1) "Bodily injury", "property damage" or With respect to the insurance afforded these "personal and advertising injury" arising additional insureds the following additional out of operations performed for the state exclusions apply: or municipality;or (2) "Bodily injury" or "property damage" This insurance does not apply to: included within the "products-completed 1. Any "occurrence" which takes place after operations hazard". you cease to lease that land;or If, Aray Other Party 2. Structural alterations, new construction or Any other person or organ l2atloR'whn is nnl demolition operations performed by or on an additimial irIsured under Paragraphs a. behalf of such person or organization. through a. above, but only with respect to d. Architects, Engineers Or Surveyors liability for "bodily injury", "property damage" Any architect, engineer, or surveyor, but only or"personal and advertising injury" caused, in with respect to liability for "bodily injury", whole or in part, by your acts or omissions or "property damage" or "personal and the acts or omissions of those acting on your advertising injury" caused, in whole or in part, behalf: by your acts or omissions or the acts or (1) In the `performance of y r ongoing operatirns; HG 00 01 09 16 Page 13 of 21 (2) In connection with your premises owned No person or organization is an insured with respect by or rented to you; or to the conduct of any current or past partnership, (3) In conriodion' Willi "your work' and joint venture or limited liability company that is not bduded we;liiii the "produm-completed shown as a Named Insured in the Declarations. operations hazard", but only if SECTION III - LIMITS OF INSURANCE (a) The WrItlen contract or vreumurit 1. The Most We Will Pay requires PLi to.provide such coverage The Limits of Insurance shown in the to such additional insured, and Declarations and the rules below fix the most we (b)This Coverage Part provides coverage will pay regardless of the number of: for"bodily injury" or "property damage" a. Insureds; included within the "products completed operations hazard". b. Claims made or"suits" brought;or However: c. Persons or organizations making claims or (1) The insurance afforded to such additional bringing"suits". insured only applies to the extent 2. General Aggregate Limit permitted by law; and The General Aggregate Limit is the most we will (2) If coverage provided to the additional pay for the sum of: insured is required by a contract or a. Medical expenses under Coverage C; agreement, the insurance afforded to such b. Damages under Coverage A, except additional insured will not be broader than damages because of "bodily injury" or that which you are required by the contract "property damage" included in the "products- or agreement to provide for such completed operations hazard`; and additional insured. c. Damages under Coverage B. With respect to the insurance afforded to 3. Products-Completed Operations Aggregate these additional insureds, this insurance does Limit not apply to: "Bodily injury", "property damage" or The Products-Completed Operations Aggregate "personal and advertising injury" arising out of Limit is the most we will pay under Coverage A the rendering of, or the failure to render, any for damages because of "bodily injury" and professional architectural, engineering or "property damage" included in the "products- surveying services, including: completed operations hazard". (1) The preparing, approving, or failing to 4. Personal And Advertising Injury Limit prepare or approve, maps, shop drawings, Subject to 2. above, the Personal and opinions, reports, surveys, field orders, Advertising Injury Limit is the most we will pay change orders or drawings and under Coverage B for the sum of all damages specifications; or because of all "personal and advertising injury" (2) Supervisory, inspection, architectural or sustained by any one person or organization. engineering activities. 5. Each Occurrence Limit This exclusion applies even if the claims Subject to 2. or 3. above, whichever applies, the against any insured allege negligence or Each Occurrence Limit is the most we will pay for other wrongdoing in the supervision, hiring, the sum of: employment, training or monitoring of others a. Damages under Coverage A; and by that insured, if the 'occurrence" which b. Medical expenses under Coverage C caused the "bodily injury" or "property damage", or the offense which caused the because of all "bodily injury" and "property "personal and advertising injury", involved the damage"arising out of any one "occurrence". rendering of or the failure to render any 6. Damage To Premises Rented To You Limit professional services by or for you. Subject to 5. above, the Damage To Premises The limits of insurance that apply to additional Rented To You Limit is the most we will pay insureds is described in Section III - Limits Of under Coverage A for damages because of Insurance. "property damage" to any one premises, while How this insurance applies when other insurance rented to you, or in the case of damage by fire, is available to the additional insured is described lightning or explosion, while rented to you or in the Other Insurance Condition in Section IV - temporarily occupied by you with permission of Commercial General Liability Conditions. the owner. Page 14 of 21 HG 00 01 0916 In the case of damage by fire, lightning or b. Notice Of Claim explosion, the Damage to Premises Rented To If a claim is made or "suit" is brought against You Limit applies to all damage proximately any insured, you or any additional insured caused by the same event, whether such must: damage results from fire, lightning or explosion or any combination of these. (1) Immediately record the specifics of the 7. Medical Expense Limit claim or"suit" and the date received; and (2) Notify us as soon as practicable. Subject to 5. above, the Medical Expense Limit is You or any additional insured must see to it the most we will pay under Coverage C for all medical expenses because of "bodily injury" that we receive written notice of the claim or "suit" as soon as practicable. sustained by any one person. 8. How Limits Apply To Additional Insureds c. Assistance And Cooperation Of The Insured If you have agreed in a written contract or written agreement that another person or organization You and any other involved insured must: be added as an additional insured on your policy, (1) Immediately send us copies of any the most we will pay on behalf of such additional demands, notices, summonses or legal insured is the lesser of: papers received in connection with the a. The limits of insurance specified in the written claim or"suit"; contract or written agreement;or (2) Authorize us to obtain records and other b. The Limits of Insurance shown in the information; Declarations. (3) Cooperate with us in the investigation or Such amount shall be a part of and not in settlement of the claim or defense against addition to Limits of Insurance shown in the the "suit"; and Declarations and described in this Section. (4) Assist us, upon our request, in the The Limits of Insurance of this Coverage Part apply enforcement of any right against any person separately to each consecutive annual period and to or organization which may be liable to the any remaining period of less than 12 months, insured because of injury or damage to starting with the beginning of the policy period which this insurance may also apply. shown in the Declarations, unless the policy period d. Obligations At The Insureds Own Cost is extended after issuance for an additional period of No insured will, except at that insured's own less than 12 months. In that case, the additional cost, voluntarily make a payment, assume period will be deemed part of the last preceding any obligation, or incur any expense, other period for purposes of determining the Limits of than for first aid, without our consent. Insurance. e. Additioral Insureds Other Insurance SECTION IV - COMMERCIAL GENERAL If we cover a claim or "suit" under this LIABILITY CONDITIONS 1. Bankruptcy Coverage Part that may also be covered by other insurance available to an additional Bankruptcy or insolvency of the insured or of the insured, such additional insured must submit insured's estate will not relieve us of our such claim or "suit" to the other insurer for obligations under this Coverage Part. defense and indemnity. 2. Duties In The Event Of Occurrence, Offense, However, this provision does nw apply to Me- Claim Or Suit .extent that you have. agreed in a written a. Notice Of Occurrence Or Offense corrlracl or written agreement that this You or any additional insured must see to it insurance is primary and non-contributory that we are notified as soon as practicable of With the additional insursd's own insufarLco an "occurrence" or an offense which may f. Knowledge Of An Occurrence, Offense, result in a claim. To the extent possible, Claim Or Suit notice should include: Paragraphs a. and b. apply to you or to any (1) How, when and where the "occurrence" or additional insured only when such offense took place; "occurrence", offense, claim or"suit"is known (2) The names and addresses of any injured to: persons and witnesses; and (1) You or any additional insured that is an (3) The nature and location of any injury or individual; damage arising out of the "occurrence" or (2) Any partner, if you or the additional offense. insured is a partnership; FIG 00 01 0916 Page 15 of 21 (3) Any manager, if you or the additional (3) Tenant Liability insured is a limited liability company; That is insurance purchased by you to (4) Any "executive officer" or insurance cover your liability as a tenant for manager, if you or the additional insured is "property damage" to premises rented to a corporation; you or temporarily occupied by you with (5) Any trustee, if you or the additional permission of the owner; insured is a trust;or (4) Aircraft,Auto Or Watercraft (6) Any elected or appointed official, if you or If the loss arises out of the maintenance or the additional insured is a political use of aircraft, "autos" or watercraft to the subdivision or public entity. extent not subject to Exclusion g. of This duty applies separately to you and any Section I - Coverage A - Bodily Injury And additional insured. Property Damage Liability; 3. Legal Action Against Us (5) Property Damage To Borrowed No person or organization has a right under this Equipment Or Use Of Elevators Coverage Part: If the loss arises out of "property damage" a. To join us as a party or otherwise bring us to borrowed equipment or the use of into a "suit" asking for damages from an elevators to the extent not subject to insured; or Exclusion j. of Section I - Coverage A - Bodily Injury And Property Damage b. To sue us on this Coverage Part unless all of Liability; its terms have been fully complied with. (6) When You Are Added As An Additional A person or organization may sue us to recover Insured To Other Insurance on an agreed settlement or on a final judgment Any other insurance available to you against an insured; but we will not be liable for covering liability for damages arising out damages that are not payable under the terms of of the premises or operations, or products this Coverage Part or that are in excess of the and completed operations, for which you applicable limit of insurance. An agreed have been added as an additional insured settlement means a settlement and release of by that insurance; or liability signed by us, the insured and the ( ) When You Add Others Asa An claimant or the claimant's legal representative. 4. Other Insurance Additl[a nid Ir u e tsurad To This Insranc If other valid and collectible insurance is Any other insurance available to an available to the insured for a loss we cover under additional insured. Coverages A or B of this Coverage Part, our However, the following provisions apply to obligations are limited as follows: other insurance available to any person or a. Primary Insurance organization who is an additional insured under this coverage part. This insurance is primary except when b. (a) Primary insurance When Required below applies. If other insurance is also By Contract primary, we will share with all that other insurance by the method described in c. This insurance is primary if you have below agreed in a written contract or written b. Excess insurance agreement that this insurance be primary. If other insurance is also This insurance is excess over any of the other primary, we will share with all that insurance, whether primary, excess, other insurance by the method contingent or on any other basis: described in c. below. (1) Your Work (b)Primary And Nora-Contributory To That is Fire, Extended Coverage, Builder's Other Insurance When Required By Risk, Installation Risk or similar coverage Contact for"your work"; If you have agreed in a written (2) Premises Rented To You contract, written agreement, or permit That is fire, lightning or explosion that this insurance is primary and contributory with the additional non insurance for premises rented to you or insured's own insurance,this insurance temporarily occupied by you with is primary and we will not seek permission of the owner; contribution from that other insurance. Page 16 of 21 FIG 00 01 09 16 Paragraphs (a) and (b) do not apply to computation, and send us copies at such other insurance to which the additional times as we may request. insured has been added as an additional 6. Representations insured. a. When You Accept This Policy When this insurance is excess, we will have By accepting this policy, you agree: no duty under Coverages A or B to defend the insured against any "suit" if any other (1) The statements in the Declarations are insurer has a duty to defend the insured accurate and complete; against that "suit". If no other insurer defends, (2) Those statements are based upon we will undertake to do so, but we will be representations you made to us;and entitled to the insured's rights against all (3) We have issued this policy in reliance those other insurers. upon your representations. When this insurance is excess over other insurance, we will pay only our share of the b. Unintentional Failure To Disclose Hazards amount of the loss, if any, that exceeds the If unintentionally you should fail to disclose all sum of: hazards relating to the conduct of your (1) The total amount that all such other business that exist at the inception date of insurance would pay for the loss in the this Coverage Part, we shall not deny absence of this insurance;and coverage under this Coverage Part because (2) The total of all deductible and self-insured of such failure. amounts under all that other insurance. 7. Separation 01 Insureds We will share the remaining loss, if any, with Except with respect to the Limits of Insurance, any other insurance that is not described in and any rights or duties specifically assigned in this Excess Insurance provision and was not this Coverage Part to the first Named Insured, bought specifically to apply in excess of the this insurance applies: Limits of Insurance shown in the Declarations a. As if each Named Insured were the only of this Coverage Part. Named Insured; and c. Method Of Sharing b. Separately to each insured against whom It all of the other insurance permits claim is made or"suit"is brought. contribution by equal shares, we will follow g. Transfer OI `Rights Of Recovery Against this method also. Under this approach each Others To Us insurer contributes equal amounts until it has paid its applicable limit of insurance or none a. Transfer Of Rights Of Recovery of the loss remains, whichever comes first. If the insured has rights to recover all or part If any of the other insurance does not permit of any payment, including Supplementary contribution by equal shares, we will Payments, we have made under this contribute by limits. Under this method, each Coverage Part, those rights are transferred to insurer's share is based on the ratio of its us. The insured must do nothing after loss to applicable limit of insurance to the total impair them. At our request, the insured will applicable limits of insurance of all insurers. bring "suit" or transfer those rights to us and 5. Premium Audit help us enforce them. In. Waiver Of tights of Recovery (Waiver OI a. We will compute all premiums for this &Pbrogatton} Coverage Part in accordance with our rules and rates. If the insured has waived any rights of b. Premium shown in this Coverage Part as recovery against any person or organization advance premium is a deposit premium only. for all or part of any payment, including At the close of each audit period we will Supplementary Payments, we have made compute the earned premium for that period under this Coverage Part, we also waive that and send notice to the first Named Insured. right, provided the insured waived their rights The due date for audit and retrospective of recovery against such person or premiums is the date shown as the due date organization in a contract, agreement or on the bill. If the sum of the advance and permit that was executed prior to the injury or audit premiums paid for the policy period is damage. greater than the earned premium, we will 9. When We Do Not Renew return the excess to the first Named Insured. If we decide not to renew this Coverage Part, we c. The first Named Insured must keep records of will mail or deliver to the first Named Insured the information we need for premium shown in the Declarations written notice of the HG 00 01 0916 Page 17 of 21 nonrenewal not less than 30 days before the c. All other parts of the world if the injury or expiration date. damage arises out of: If notice is mailed, proof of mailing will be (1) Goods or products made or sold by you in sufficient proof of notice. the territory described in a. above; SECTION V- DEFINITIONS (2) The activities of a person whose home is 1. "Advertisement" means the widespread public in the territory described in a, above, but is dissemination of information or images that has away for a short time on your business; or the purpose of inducing the sale of goods, (3) "Personal and advertising injury" offenses products or services through: that take place through the Internet or a. (1) Radio; similar electronic means of communication (2) Television; provided the insured's responsibility to pay damages is determined in the United States of (3} Billboard; America (including its territories and possessions), (4) Magazine; Puerto Rico or Canada, in a "suit" on the merits (5) Newspaper;or according to the substantive law in such territory or b. Any other publication that is given widespread in a settlement we agree to. public distribution. 7. "Employee" includes a "leased worker". However, advertisement does not include: "Employee" does not include a "temporary worker". a. The design, printed material, information or g "Employment-Related Practices" means: images contained in, on or upon the packaging or labeling of any goods or a. Refusal to employ that person; products;or b. Termination of that person's employment;or b. An interactive conversation between or c. Employment-related practices, policies, acts among persons through a computer network. or omissions, such as coercion, demotion, 2. "Advertising idea" means any idea for an evaluation, reassignment, discipline, "advertisement". defamation, harassment, humiliation, 3. "Asbestos hazard" means an exposure or discrimination or malicious prosecution threat of exposure to the actual or alleged directed at that person. properties of asbestos and includes the mere 9• "Executive officer" means a person holding any presence of asbestos in any form. of the officer positions created by your charter, 4. "Auto" means: constitution, by-laws or any other similar governing document. a. A land motor vehicle, trailer or semitrailer 10."Hostile fire" means one which becomes designed for travel on public roads, including uncontrollable or breaks out from where it was any attached machinery or equipment; or intended to be. b. Any other land vehicle that is subject to a 11."Impaired property" means tangible property, compulsory or financial responsibility law or other than "your product" or "your work", that other motor vehicle insurance law where it is cannot be used or is less useful because: licensed or principally garaged. However, "auto" does not include "mobile a. It incorporates "your product" or "your work" equipment". that is known or thought to be defective, deficient, inadequate or dangerous; or 5. "Bodily injury" means physical: b. You have failed to fulfill the terms of a a. Injury; contract or agreement; b. Sickness; or if such property can be restored to use by the c. Disease repair, replacement, adjustment or removal of sustained by a person and, if arising out of the "your product" or "your work", or your fulfilling the above, mental anguish or death at any time. terms of the contract or agreement. 6. "Coverage territory" means: 12."Insured contract" means: a. The United States of America (including its a. A contract for a lease of premises. However, territories and possessions), Puerto Rico and that portion of the contract for a lease of Canada; premises that indemnifies any person or b. International waters or airspace, but only if organization for damage by fire, lightning or the injury or damage occurs in the course of explosion to premises while rented to you or travel or transportation between any places temporarily occupied by you with permission included in a. above; or of the owner is subject to the Damage to Page 18 of 21 FIG 00 01 09 16 Premises Rented To You Limit described in 14."Loading or unloading" means the handling of Section III - Limits of Insurance; property: b. A sidetrack agreement; a. After it is moved from the place where it is c. Any easement or license agreement, accepted for movement into or onto an including an easement or license agreement aircraft,watercraft or"auto"; in connection with construction or demolition b. While it is in or on an aircraft, watercraft or operations on or within 50 feet of a railroad; "auto"; or d. An obligation, as required by ordinance, to c. While it is being moved from an aircraft, indemnify a municipality, except in connection watercraft or "auto" to the place where it is with work for a municipality; finally delivered; e. An elevator maintenance agreement; but "loading or unloading" does not include the f. That part of any other contract or agreement movement of property by means of a mechanical pertaining to your business (including an device, other than a hand truck, that is not indemnification of a municipality in connection attached to the aircraft, watercraft or"auto". with work performed for a municipality) under 15."Mobile equipment" means any of the following which you assume the tort liability of another types of land vehicles, including any attached party to pay for "bodily injury" or "property machinery or equipment: damage" to a third person or organization, provided the "bodily injury" or "property a. Bulldozers, farm machinery, forklifts and other damage" is caused, in whole or in part, by vehicles designed for use principally off public you or by those acting on your behalf. Tort roads; liability moans a liability that would be b. Vehicles maintained for use solely on or next imposed by law in the absence of any to premises you own or rent; contract or agreement. c. Vehicles that travel on crawler treads; Paragraph f. includes that part of any contract d. Vehicles, whether self-propelled or not, or agreement that indemnifies a railroad for "bodily injury" or "property damage" arising permmainanenttlyined pmlountd:marily to provide mobility to out of construction or demolition operations, within 50 feet of any railroad property and (1) Power cranes, shovels, loaders, diggers or affecting any railroad bridge or trestle, tracks, drills;or road-beds, tunnel, underpass or crossing. (2) Road construction or resurfacing However, Paragraph f. does not include that equipment such as graders, scrapers or part of any contract or agreement: rollers; (1) That indemnifies an architect, engineer or e. Vehicles not described in a., b.,c.or d. above surveyor for injury or damage arising out of: that are not self-propelled and are maintained (a) Preparing, approving, or failing to primarily to provide mobility to permanently prepare or approve, maps, shop attached equipment of the following types: drawings, opinions, reports, surveys, (1) Air compressors, pumps and generators, field orders, change orders or drawings including spraying, welding, building and specifications; or cleaning, geophysical exploration, lighting (b)Giving directions or instructions, or and well servicing equipment;or failing to give them, if that is the (2) Cherry pickers and similar devices used to primary cause of the injury or damage; raise or lower workers; or f. Vehicles not described in a., b.,c. or d. above (2) Under which the insured, if an architect, maintained primarily for purposes other than engineer or surveyor, assumes liability for the transportation of persons or cargo. an injury or damage arising out of the However, self-propelled vehicles with the insured's rendering or failure to render following types of permanently attached professional services, including those listed equipment are not "mobile equipment" but will in (1) above and supervisory, inspection, architectural or engineering activities. be considered "autos": 13."Leased worker" means a person leased to you (1) Equipment designed primarily for: by a labor leasing firm under an agreement (a) Snow removal; between you and the labor leasing firm, to (b) Road maintenance, but not perform duties related to the conduct of your construction or resurfacing;or business. "Leased worker" does not include a (c) Street cleaning; temporary worker". HG 00 0109 16 Page 19 of 21 (2) Cherry pickers and similar devices (2) Work that has not yet been completed or mounted on automobile or truck chassis abandoned. However, "your work" will be and used to raise or lower workers; and deemed completed at the earliest of the (3) Air compressors, pumps and generators, following times: including spraying, welding, building (a) When all of the work called for in your cleaning, geophysical exploration, lighting contract has been completed. and well servicing equipment. (b)When all of the work to be done at the However, "mobile equipment" does not include job site has been completed if your any land vehicle that is subject to a compulsory contract calls for work at more than or financial responsibility law or other motor one job site. vehicle insurance law where it is licensed or (c) When that part of the work done at a principally garaged. Land vehicles subject to a job site has been put to its intended compulsory or financial responsibility law or other use by any person or organization motor vehicle insurance law are considered other than another contractor or "autos". subcontractor working on the same 16."Occurrence" means an accident, including project. continuous or repeated exposure to substantially Work that may need service, the same general harmful conditions. maintenance, correction, repair or 17."Personal and advertising injury" means replacement, but which is otherwise injury, including consequential "bodily injury", complete, will be treated as completed. arising out of one or more of the following b. Does not include "bodily injury" or "property offenses: damage"arising out of: a. False arrest, detention or imprisonment; (1) The transportation of property, unless the b. Malicious prosecution; injury or damage arises out of a condition c. The wrongful eviction from, wrongful entry in or on a vehicle not owned or operated into, or invasion of the right of private by you, and that condition was created by occupancy of a room, dwelling or premises the "loading or unloading" of that vehicle that a person or organization occupies, by any insured; committed by or on behalf of its owner, (2) The existence of tools, uninstalled landlord or lessor; equipment or abandoned or unused d. Oral, written or electronic publication, in any materials; or manner, of material that slanders or libels a (3) Products or operations for which the person or organization or disparages a classification, fisted in the Declarations or person's or organization's goods, products or in a policy Schedule, states that products- services; completed operations are subject to the e. Oral, written or electronic publication, in any General Aggregate Limit. manner, of material that violates a person's 20."Property damage" means: right of privacy; a. Physical injury to tangible property, including f. Copying, in your "advertisement", a person's all resulting loss of use of that property. All or organization's "advertising idea" or style of such loss of use shall be deemed to occur at "advertisement"; or the time of the physical injury that caused it; g. Infringement of copyright, slogan, or title of or any literary or artistic work, in your b. Loss of use of tangible property that is not "advertisement". physically injured. All such loss of use shall 18."Pollutants" mean any solid, liquid, gaseous or be deemed to occur at the time of the thermal irritant or contaminant, including smoke, "occurrence"that caused it. vapor, soot, fumes, acids, alkalis, chemicals and As used in this definition, computerized or waste. Waste includes materials to be recycled, electronically stored data, programs or software reconditioned or reclaimed. are not tangible property. Electronic data means 19."Products-completed operations hazard": information, facts or programs: a. Includes all "bodily injury" and "property a. Stored as or on; damage" occurring away from premises you b. Created or used on; or own or rent and arising out of "your product" or"your work"except: c. Transmitted to or from; (1) Products that are still in your physical computer software, including systems and possession;or applications software, hard or floppy disks, CD- Page 20 of 21 HG 00 01 09 16 ROMS, tapes, drives, cells, data processing 25. "Your work": devices or any other media which are used with a. Means: electronically controlled equipment. 21.""Suit" means a civil proceeding in which (�) Work r operations performed by you or damages because of "bodily injury", on your behalf; and 9 Y 1 Y", "property damage" or "personal and advertising injury" to (2) Materials, parts or equipment furnished in which this insurance applies are alleged. "Suit" connection with such work or operations. includes: b. Includes a. An arbitration proceeding in which such (1) Warranties or representations made at damages are claimed and to which the any time with respect to the fitness, insured must submit or does submit with our quality, durability, performance or use of consent; or .'your work", and b. Any other alternative dispute resolution (2) The providing of or failure to provide proceeding in which such damages are warnings or instructions. claimed and to which the insured submits with our consent. 22."Temporary worker" means a person who is furnished to you to substitute for a permanent "employee" on leave or to meet seasonal or short-term workload conditions. 23."Volunteer worker" means a person who a. Is not your"employee"; b. Donates his or her work; c. Acts at the direction of and within the scope of duties determined by you;and d. Is not paid a fee, salary or other compensation by you or anyone else for their work performed for you. 24."Your product": a. Means: (1) Any goods or products, other than real property, manufactured, sold, handled, distributed or disposed of by: (a) You; (b)Others trading under your name; or (c) A person or organization whose business or assets you have acquired; and (2) Containers (other than vehicles), materials, parts or equipment furnished in connection with such goods or products. b. Includes (1) Warranties or representations made at any time with respect to the fitness, quality, durability, performance or use of "your product"; and (2) The providing of or failure to provide warnings or instructions. c. Does not include vending machines or other property rented to or located for the use of others but not sold. HG 00 01 0916 Page 21 of 21 POLICY NUMBER:46UEAC11842 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTORS BROAD FORM ENDORSEMENT - TEXAS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART INDEX 1. Alienated Premises Coverage ........................................................................................................................1 2. Damage To Your Work...................................................................................................................................1 3 Contractors Limited Professional Liability.......................................................................................................1 4. Per Protect and Per Locatlon General Aggregate Limits Of Insurance----------------------------------------------------------2 5. Medical Payments Coverage- Including Products - Completed Operations..................................................3 6. Injury To Employee's Reputation With Respect To Incidental Medical Malpractice ......................................3 7. Bodily Injury Employee Suits...........................................................................................................................3 3. Consolidated Insurance (Wrap-Up) Program..................................................................................................3 9. Access Or Disclosure Of Confidential Or Personal Information And Data-Related Liability .........................4 10. Supplementary Payments...............................................................................................................................5 11. Notice of Cancellation to Certificate Holders..................................................................................................5 12. Contractual Liability Coverage For Personal And Advertising Injury..............................................................5 13. Insured Contract.t7efnillbn. .......................................................................... ... . , , ...................1.... 6 1. ALIENATED PREMISES COVERAGE This provision does not apply if exclusion I. Exclusion j. Damage To Property of Section l - Damage To Your Work has been otherwise Coverage A is amended as follows: modified by endorsement. a. The following exception to the exclusion is 3. CONTRACTORS LIMITED PROFESSIONAL deleted: LIABILITY Paragraph (2) of this exclusion does not apply The following exclusion is added to Paragraph 2., if the premises are "your work" and were Exclusions of Section I - Coverage A - Bodily never Occupied, rented or held for rental by Injury And Property Damage Liability, and to Paragraph 2., Exclusions of Section I - you. Coverage B - Personal And Advertising Injury b. This exception is replaced by the following: Liability: Paragraph (2) of this exclusion does not apply This insurance does not apply to "bodily injury", if the premises are"your work". "property damage" or "personal and advertising 2. DAMAGE TO YOUR WORK injury" arising out of the rendering of or failure to Exclusion I. Damage To Your Work of Section I - render any professional services by you with Coverage A is replaced by the following: respect to your providing engineering, architectural or surveying services in your 1. Damage to Your Work capacity as an engineer, architect or surveyor. "Property damage" to that particular part of Professional services include: "your work" that must be restored, repaired or (1) The preparing, approving, or failing to prepare replaced because "your work" was incorrectly or approve, maps, shop drawings, opinions, performed and included in the "products- reports, surveys, field orders, change orders, completed operations hazard". or drawings and specifications; and This exclusion does not apply if the damaged (2) Supervisory or inspection activities performed work or the work performed incorrectly was as a part of any related architectural or performed on your behalf by a subcontractor. engineering activities. Form HS 24 24 03 17 Page 1 of 6 0 2017,The Hartford This exclusion applies even if the claims against operations hazard", and for medical any insured allege negligence or other expenses under Coverage C regardless wrongdoing in the supervision, hiring, of the number of; employment, training or monitoring of others by a. Insureds; that insured, if the "occurrence" which caused the "bodily injury" or "property damage", or the b. Claims made or"suits" brought;or offense which caused the "personal and c. Persons or organizations making advertising injury", involved the rendering of or claims or bringing "suits". failure to render any professional services by you 3. Any payments made under Coverage A with respect to your providing engineering, for damages or under Coverage C for architectural or surveying services in your medical expenses shall reduce the Per capacity as an engineer, architect or surveyor. Project General Aggregate Limit for that This exclusion does not apply to your operations "project" or the Per Location General in connection with construction work performed by Aggregate for that "location", whichever you or on your behalf. applies. Such payments shall not reduce However, this exception to the exclusion will not the General Aggregate Limit shown in the apply if you are in the business or profession of Declarations, the Per Project General providing the professional services described Aggregate Limit for any other "project", or above independent from the construction work the Per Location General Aggregate Limit performed by you or on your behalf. for any other"location". In the event this insurance applies to any injury, 4• The limits shown in the Declarations for damage, loss, cost or expense covered by Each Occurrence, Damage To Promises Professional Liability insurance issued by a Rented To You and Medical Expense company unaffiliated with us, then the insurance continue to apply. However, instead of afforded under this Coverage Part is excess over being subject to the General Aggregate such other valid and collectible Professional Limit shown in the Declarations, such Liability insurance (including any deductible or limits will be subject to the applicable Per self-insured retention portion thereof), and any Project General Aggregate Limit if other valid and collectible insurance available to attributable only to ongoing operations at the insured whether primary, excess, contingent a single "project" or the Per Location or on any other basis. General Aggregate if attributable only to 4. PER PROJECT ANO PER LOCATION ongoing operations at a single "location". GENERAL AGGREGATE LIMITS OF B. For all sums which the insured becomes INSURANCE legally obligated to pay as damages caused by "occurrences" under Section I - Coverage A. For all sums which the insured becomes A and for all medical expenses caused by legally obligated to pay as damages caused accidents under Section I - Coverage C , by "occurrences" under Section I - Coverage which cannot be attributed only to ongoing A, and for all medical expenses caused by operations at a single "project" or a single accidents under Section I - Coverage C, "location"; which can be attributed only to ongoing operations at a single "project" or a single 1• Any payments made under Coverage A "location"; for damages or under Coverage C for medical expenses shall reduce the 1. A separate Per Project General amount available under the General Aggregate Limit or a separate Per Aggregate Limit or the Products- Location General Aggregate Limit applies Completed Operations Aggregate Limit, to each "project" or "location", whichever whichever is applicable; and is applicable. The Per Project General Aggregate Limit and Per Location 2• Such payments shall not reduce any Per Aggregate Limit is equal to the amount of Project General Aggregate Limit or any the General Aggregate Limit shown in the Per Location General Aggregate Limit. Declarations. C. When coverage for liability arising out of the 2. The Per Project General Aggregate Limit "products-completed operations hazard" is or the Per Location General Aggregate provided, any payments for damages because Limit, whichever applies, is the most we of "bodily injury" or "property damage" will pay for the sum of all damages under included in the "products-completed Coverage A. except damages because of operations hazard" will reduce the Products- "bodily injury" or "property damage" Completed Operations Aggregate Limit, and included in the "products-completed not reduce the General Aggregate Limit,or Page 2 of 6 Form HS 24 24 03 17 any Per Project General Aggregate Limit or (3) The injured person submits to any Per Location General Aggregate Limit. examination, at our expense, by D. The provisions of Section III - Limits Of physicians of our choice as often as Insurance not otherwise modified by this we reasonably require. endorsement shall continue to apply as 6. INJURY TO EMPLOYEE'S REPUTATION WITH stipulated. RESPECT TO INCIDENTAL MEDICAL E. For the purposes of Paragraph 4, the MALPRACTICE following definitions apply: A. The following is added to paragraph i.e. of "Project" means a premises an insured does the Insuring Agreement- Coverage A: not own or rent and where such insured (3) With respect to incidental medical performs construction-related operations. malpractice, "bodily injury" includes Each "project" involving the ,same or damages claimed for injury to emotions or connecting lots, or premises whose reputation of an "employee" arising out of connection is separated by a street, roadway, the rendering or failure to render waterway or rig ht-of-way railroad shall be professional health care services as a considered a single "project". If a"project" has physician, dentist, nurse, emergency boon abandoned and then restarted, or if the medical technician or paramedic services. authorized contracting parties deviate from B. The following exclusion is added to Coverage plans, blueprints, designs, specifications or B- Personal and Advertising Injury: timetables, the "project" shall be considered a "Personal and advertising injury arising out of single "project". "Project" does not include a the rendering or failure to render professional premises that is a"location". health care services as a physician, dentist, "Location" means a premises an insured owns nurse, emergency medical technician or or rents and where such insured performs paramedic. business operations other than construction- 7 BODILY INJURY EMPLOYEE SUITS related operations. Each "location" involving the same or connecting lots, or premises A. "Bodily injury" as listed in paragraph 2.a.(1) of whose connection is separated by a street, Section II - Who Is An Insured, does not roadway, waterway or right-of-way railroad apply to 2.a.(1}{a} through 2.a.(1){e}. shall be considered a single "location." B. Part a. of Paragraph 4. Nonowned "Location" does not include a premises that is Watercraft in Section II- Who Is An Insured a"project". does not apply. This provision does not apply if the Per Project and 8. CONSOLIDATED INSURANCE (WRAP-UP) the Per Location General Aggregate Limit has been PROGRAMS Otherwise modified by endorsement. The following exclusion is added to Section 1 5. MEDICAL PAYMENTS COVERAGE- INCLUDING Coverage A: PRODUCTS-COMPLETED OPERATIONS This insurance does not apply to any "bodily injury" Paragraph 1.a. of the Insuring Agreement - or "property damage" arising out of any "wrap Coverage C is replaced by the following: project or premises" where an insured under this 1. Insuring Agreement policy is also an insured under a commercial general a. We will pay medical expenses as liability (CGL) policy included within a "consolidated described below for "bodily injury" caused insurance (wrap-up) program." This exclusion by an accident: applies even if the limits of insurance for such consolidated insurance (wrap-up) program" are (1) On premises you own or rent; exhausted or not collected for any reason, including (2) On ways next to premises you own or bankruptcy or insolvency of the insurer providing rent; coverage for the "consolidated insurance (wrap-up) (3) Because of your operations; or program". This exclusion also applies if the CGL (4) Included within the definition of the coverage afforded under the "consolidated "products-completed operations insurance (wrap-up) program" is narrower in scope hazard;" than the coverage provided by this policy. provided that: This exclusion does not apply to: (1) The accident takes place in the A. Products-Completed Operations Hazard "coverage territory" and during the Exception policy period; "Bodily injury" or "property damage" arising (2) The expenses are incurred and out of an insured's operations at or in reported to us within three years of connection with a "wrap project or premises" the date of the accident; and when such "bodily injury" or "property Form HS 24 24 03 17 Page 3 of 6 damage" commences after the "products- connection with a "wrap project or premises", in completed operations hazard" coverage or order to replace or repair an insured's completed any completed operations extension coverage work. provided by the applicable "consolidated "Punch list work" means work performed by an insurance (wrap-up) program" has ended or is insured at or in connection with a "wrap project or no longer in effect. premises" in order to complete the work called for B. Excluded Operations Exception in an insured's contract for the "wrap project or "Bodily injury" or "property damage" arising premises". out of an insured's operations at or in 9. ACCESS OR DISCLOSURE OF CONFIDENTIAL connection with a "wrap project or premises" OR PERSONAL INFORMATION AND DATA- to the extent the applicable "consolidated RELATED LIABILITY insurance (wrap-up) program" does not apply A. Exclusion p. of Section I - Coverage A - to those operations. Bodily Injury And Property Damage Liability C. Off-Site Location Exception is replaced by the following: "Bodily injury" or "property damage" resulting p. Access Or Disclosure Of Confidential from an insured's operations at or in Or Personal Information And Data- connection with a "wrap project or premises" Related Liability at a location to which the applicable Damages arising out of: "consolidated insurance (wrap-up) program" (1) Any access to or disclosure of any does not apply. person's or organization's confidential D. Repair Work And Punch List Work or personal information, including Exception patents, trade secrets, processing "Bodily injury" or 'property damage" resulting methods, customer lists, financial from "repair work" or "punch list work" at a information, credit card information, "wrap project or premises" but only when the health information or any other type of applicable "consolidated insurance (wrap-up) nonpublic information; or program" does not apply or no longer applies (2) the loss of, loss of use of, damage to, to such "repair work" or"punch list work". corruption of, inability to access, or This exception does not apply to the cost of inability to manipulate "electronic performing such "repair work" or "punch list data" that does not result from work", or to the "repair work" or "punch list physical injury to tangible property. work" itself. This exclusion applies even if damages E. Additional Insured Extension are claimed for notification costs, credit "Bodily injury" or "property damage" for which monitoring expenses, forensic expenses, you are solely an additional insured under the public relations expenses or any other "consolidated insurance (wrap-up) program", loss, cost or expense incurred by you or The coverage provided under Paragraphs 8.A others arising out of that which is through 8.E. above is subject to all terms, described in Paragraph (1) or(2) above. conditions and exclusions of this policy. However, unless Paragraph (1) above For purposes of Paragraph 8., the following applies, this exclusion does not apply to definitions apply: liability for damages because of "bodily injury". "Consolidated insurance (wrap-up) program" B. The following is added to Paragraph 2. means any agreement or arrangement, including Exclusions of Section I - Coverage B - any contractor-controlled, owner-controlled or personal and Advertising Injury similar insurance program under which one or more contractor(s) working on a specified project 2• Exclusion are insured under one or more commercial general This insurance does not apply to: liability (CGL) policies issued by a specified carrier Access Or Disclosure Of Confidential for injury or damage arising out of operations Or Personal Information conducted in connection with or necessary or "Personal and advertising injury" arising incidental to the project. out of any access to or disclosure of any "Wrap project or premises" means any premises person's or organization's confidential or or construction project subject to a "consolidated personal information, including patents, insurance (wrap-up) program". trade secrets, processing methods, "Repair work" means service, maintenance, customer lists, financial information, credit correction, repair, replacement work, or periodic card information, health information or inspection performed by an insured at or in any other type of nonpublic information. Page 4 of 6 Form HS 24 24 03 17 This exclusion applies even if damages 10. SUPPLEMENTARY PAYMENTS are claimed for notification costs, credit In the Supplementary Payments - Coverages A monitoring expenses, forensic expenses, and B provision: public relations expenses or any other lass, cost or expense incurred by you or The limit for the cost of bail bonds in increased to others arising out of any access to or $2,500. disclosure of any person's or 11. NOTICE OF CANCELLATION TO CERTIFICATE organization's confidential or personal HOLDER(S) information. This policy is subject to the following additional C. The following paragraph is added to Section Conditions: III- Limits Of Insurance: A. If this policy is cancelled by the Company, Subject to Paragraph 5. Each Occurrence other than for nonpayment of premium, notice Limit, the most we will pay under Coverage of such cancellation will be provided at least A for "property damage" because of all loss of thirty (30) days in advance of the cancellation "electronic data" arising out of any one effective date to the certificate holder(s) with "occurrence" is $100,000, unless modified by mailing addresses on file with the agent of endorsement. record or the Company. D. The following definition is added to Section V B. If this policy is cancelled by the Company for - Definitions: nonpayment of premium, or by the insured, "Electronic data" means information, facts or notice of such cancellation will be provided programs: within (10) days of the cancellation effective date to the certificate holder(s) with mailing a. Stored as or on; addresses on file with the agent of record or b. Created or used on;or the Company. c. Transmitted to or from; if notice is mailed, proof of mailing to the last computer software, (including systems and known mailing address of the certificate holder(s) applications software) hard or floppy disks, on file with the agent of record or the Company CD-ROMS, tapes, drives, coils, data will be sufficient proof of notice. processing devices or any other media which Any notification rights provided by this are used with electronically controlled endorsement apply only to active certificate equipment. holder(s) who were issued a certificate of E. For the purposes of the coverage provided by insurance applicable to this policy's term. this provision, the definition of "property Failure to provide such notice to the certificate damage" in Section V - Definitions is holder(s) will not amend or extend the date the replaced by the following: cancellation becomes effective, nor will it negate "Property damage" means: cancellation of the policy. Failure to send notice shall impose no liability of any kind upon the a. Physical injury to tangible property, Company or its agents or representatives. including all resulting loss of use of that property. All such loss of use shall be 12• CONTRACTUAL LIABILITY COVERAGE FOR deemed to occur at the time of the PERSONAL AND ADVERTISING INJURY physical injury that caused it; Exclusion e. of SECTION I - COVERAGE S b. Loss of use of tangible property that is not PERSONAL AND ADVERTISING INJURY physically injured. All such loss of use LIABILITY is replaced by the following: shall be deemed to occur at the time of This insurance does not apply to: the "occurrence"that caused it; or e, Contractual LlaNllty c. Loss of, loss of use of, damage to, "Personal and advertising injury"for which the corruption of, inability to access, or insured has assumed liability in a contract or inability to properly manipulate "electronic agreement. fhis oxcluskon does nol apply to data", resulting from physical injury to Hat)ilily for damages: tangible property. All such loss of "electronic data"shall be deemed to occur (1) That the insured would have in the at the time of the "occurrence" that absence of the contract or agreement; or caused it. (2) Assumea in a c:ontraoi or agreernenl Wat For the purposes of this insurance, "electronic is an 'insured centraci", provided the data" is not tangible property. "personal ana advertising injury" occurs subsequent to the execution of the Form HS 24 24 03 17 Page 5 of 6 CONTRACTUAL I.IABUTY - RAILROADS. contract or agreement. Solely for the Paragraph L includes that pit of any purposes of liability assumed in an mrnlracl or agreement Thal f6den0ifles a "insured contract", reasonable attorney railrcpid for "bodily Irljulry", "property fees and necessary litigation expenses damage", or "personal and advertising incurred by or for a party other than an Injury" arising Dut of construction or insured are deemed to be damages dernalklion 'apbrations, within 50 feol of because of "personal and advertising any railroad property and aff 3cting any injury", provided: railroad bridge or trestle, tracks, road- (a) Liability to such party for, or for the beds. iunirei, underpass of cfossing. cost of, that party's defense has also However, Paragraph f. does not include been assumed in the same "insured that part of any contract or agreement: contract`; and (1) That indemnifies an architect, (b) Such attorney fees and litigation engineer or surveyor for injury or expenses are for defense of that party damage arising out of: .against a civil or alternative dispute (a) Preparing, approving, or failing to resolution proceeding in which prepare or approve, maps, shop damages to which this insurance drawings, opinions, reports, applies are alleged. surveys, field orders, change 13. I SM:E000NTHA TDEFINITI0N orders or drawings and a. INSURED CONTRACT- CONSTRUCTION specifications; or OPERATIONS AND MUNICIPAL WORK (b) Giving directions or instructions, Paragraph d. of the definition of "insured or failing to give them, if that is contract" in Section V - Definitions is the primary cause of the injury or deleted and replaced by the following: damage;or An obligation, as required by ordinance, (2) Under which the insured, if an to indemnify a municipality. architect, engineer or surveyor, b. CONTRACTUAL LIAUJLITY assumes liability for an injury or damage arising out of the insured's Paragraph f. of the definition of "insured rendering or failure to render contract" is deleted and replaced by the professional services, including those following: listed in (1) above and supervisory, That part of any other contract or inspection, architectural or agreement pertaining to your business engineering activities. (including an indemnification of a All other terms and conditions in the policy remain municipality in connection with work unchanged. performed for a municipality) under which you assume the tort liability of another party to pay for "bodily injury", "property damage", or "personal and advertising injury" le a third person or organization. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement. Page 6 of 6 Form HS 24 24 03 17 NAMED INSURED: Azteca Enterprise, Inc. POLICY NUMBER: 46UEAIC1841 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION TO CERTIFICATE HOLDER(S) This policy is subject to the following additional days of the cancellation effective date to the Conditions: certificate holder(s) with mailing addresses on file A. If this policy is cancelled by the Company, other with the agent of record or the Company. than for nonpayment of premium, notice of such If notice is mailed, proof of mailing to the last known cancellation will be provided at least thirty (30) mailing address of the certificate holder(s) on file with days in advance of the cancellation effective date the agent of record or the Company will be sufficient to the certificate holder(s) with mailing addresses proof of notice. on file with the agent of record or the Company. Any notification rights provided by this endorsement B. If this policy is cancelled by the Company for apply only to active certificate holder(s) who were nonpayment of premium, or by the insured, notice issued a certificate of insurance applicable to this of such cancellation will be provided within (10) policy's terra. Farm IH 03 07 06 11 Page 1 of 1 OO 2011, The Hartford POLICY NUMBER:46UEAC11841 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED AND RIGHTS OF RECOVERY AGAINST OTHERS This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM A. Any person or organization whom you are required by contract to name as additional insured is an "insured" for LIABILITY COVERAGE but only to the extent that person or organization qualifies as an "insured"under the WHO IS AN INSURED provision of Section II- LIABILITY COVERAGE. B. For any person or organization for whom you are required by contract to provide a waiver of subrogation, the Loss Condition-TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US is applicable. Form HA 99 13 0187 Printed in U.S.A. POLICY NUMBER:48UEAC11841 COMMERCIAL AUTOMOBILE HA99160312 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL AUTOMOBILE BROAD FORM ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM To the extent that the provisions of this endorsement provide broader benefits to the "insured" than other provisions of the Coverage Form,the provisions of this endorsement apply. 1. BROAD FORM INSURED d. Any "employee" of yours while using a A. Subsidiaries and Newly Acquired or covered "auto" you don't own, hire or Farmed Organizations borrow in your business or your The Named Insured shown in the personal affairs. Declarations is amended to include: Cf Lessors as Insureds (1) Any legal business entity other than a Paragraph A.1. - WHO IS AN INSURED - of partnership or joint venture, formed as a Section II - Liability Coverage is amended to subsidiary in which you have an add: ownership interest of more than 50% on e. The lessor of a covered "auto" while the the effective date of the Coverage Form. "auto" is leased to you under a written However, the Named Insured does not agreement if: include any subsidiary that is an "insured" under any other automobile (1) The agreement requires you to policy or would be an "insured" under provide direct primary insurance for the lessor and such a policy but for its termination or the exhaustion of its Limit of Insurance. (2) The "auto" is leased without a driver. (2) Any organization that is acquired or Such a leased "auto" will be considered a formed by you and over which you covered "auto" you own and not a covered maintain majority ownership. However, "auto"you hire. the Named Insured does not include any D_ Additionird insured If Required by Contract newly formed or acquired organization: (1) Paragraph A.1. -WHO IS AN INSURED (a) That is a partnership or joint - of Section II - Liability Coverage is venture, amended to add: (b) That is an "insured" under any other f. When you have agreed, in a written policy, contract or written agreement, that a (c) That has exhausted its Limit of person or organization be added as Insurance under any other policy, or an additional insured on your (d) 180 days or more after its business auto policy, such person or acquisition or formation by you, organization is an "insured", but only unless you have given us notice of to the extent such person or the acquisition or formation. organization is liable for "bodily Coverage does not apply to "bodily injury" or "property damage" caused injury" or "property damage" that results by the conduct of an "insured" under from an "accident" that occurred before paragraphs a. or b. of Who Is An you formed or acquired the organization. Insured with regard to the B. Employees as Insureds ownership, maintenance or use of a covered"auto." Paragraph A.1. - WHO IS AN INSURED - of SECTION II - LIABILITY COVERAGE is amended to add: ©2011, The Hartford (Includes copyrighted material Farm HA 99 16 0312 of ISO Properties, Inc.,with its permission.) Page 1 of 5 The insurance afforded to any such E. Primary and Non-ContrfbutM If additional insured applies only if the Required by Contracl "bodily injury" or "property damage" Only with respect to insurance provided to occurs: an additional insured in 1.D. - Additional (1) During the policy period, and Insured If Required by Contract, the (2) Subsequent to the execution of such following provisions apply: written contract, and (3) Primary Insurance When Required By (3) Prior to the expiration of the period Contract of time that the written contract This insurance is primary if you have requires such insurance be provided agreed in a written contract or written to the additional insured. agreement that this insurance be (2) How Limits Apply primary. If other insurance is also primary, we will share with all that other I# you have agreed in a written contract insurance by the method described in or written agreement that another Other Insurance 5.d. person or organization be added as an additional insured on your policy, the (4) Primary And Non-Contributory To Other most we will pay on behalf of such Insurance When Required By Contract additional insured is the lesser of: If you have agreed in a written contract (a) The limits of insurance specified in or written agreement that this insurance the written contract or written is primary and non-contributory with the agreement;or additional insured's own insurance, this insurance is primary and we will not (b) The Limits of Insurance shown in seek contribution from that other the Declarations. insurance. Such amount shall be a part of and not Paragraphs (3) and (4) do not apply to other in addition to Limits of Insurance shown insurance to which the additional insured in the Declarations and described in this has been added as an additional insured. Section. (3) Additional Insureds Other Insurance When this insurance is excess, we will have no duty to defend the insured against any "suit" if If we cover a claim or "suit" under this any other insurer has a duty to defend the Coverage Part that may also be covered insured against that "suit". If no other insurer by other insurance available to an defends, we will undertake to do so, but we will additional insured, such additional be entitled to the insured's rights against all insured must submit such claim or "suit" those other insurers. to the other insurer for defense and When this insurance is excess over other indemnity. insurance, we will pay only our share of the However, this provision does not apply amount of the loss, if any, that exceeds the sum to the extent that you have agreed in a of: written contract or written agreement (1) The total amount that all such other that this insurance is primary and non- insurance would pay for the loss in the contributory with the additional insured's absence of this insurance;and own insurance. (2) The total of all deductible and self-insured {4} Duties in The Event Of Accident, Claim, amounts under all that other insurance. Suit or Loss We will share the remaining loss, if any, by the !f you have agreed in a written contract method described in Other Insurance 5.d. or written agreement that another person or organization be added as an 2. AUTOS RENTED BY EMPLOYEES additional insured on your policy, the Any "auto" hired or rented by your "employee" additional insured shall be required to on your behalf and at your direction will be comply with the provisions in LOSS considered an"auto"you hire. CONDITIONS 2. - DUTIES IN THE The OTHER INSURANCE Condition is amended EVENT OF ACCIDENT, CLAIM , SUIT by adding the following: OR LOSS -- OF SECTION IV — BUSINESS AUTO CONDITIONS, in the same manner as the Named Insured. ©2011,The Hartford (Includes copyrighted material Form HA 9916 0312 of ISO Properties, Inc., with its permission.) Page 2 of 5 If an "employee's" personal insurance also 5. PHYSICAL DAMAGE - ADDITIONAL applies on an excess basis to a covered "auto" TEMPORARY TRANSPORTATION EXPENSE hired or rented by your "employee" on your COVERAGE behalf and at your direction, this insurance will Paragraph A.4.a. of SECTION III - PHYSICAL be primary to the "employee's" personal DAMAGE COVERAGE is amended to provide a insurance. limit of $50 per day and a maximum limit of 3. AMENDED FELLOW EMPLOYEE EXCLUSION $1,000. EXCLUSION 5. - FELLOW EMPLOYEE - of 6. LOAN/LEASE GAP COVERAGE SECTION II - LIABILITY COVERAGE does not Under SECTION III - PHYSICAL DAMAGE apply if you have workers' compensation COVERAGE, in the event of a total "loss" to a insurance in-force covering all of your covered "auto", we will pay your additional legal "employees". obligation for any difference between the actual Coverage is excess over any other collectible cash value of the "auto" at the time of the "loss" insurance. and the "outstanding balance" of the loan/lease. 4. HIRED AUTO PHYSICAL DAMAGE COVERAGE "Outstanding balance" means the amount you If hired "autos" are covered "autos" for Liability owe on the loan/lease at the time of "loss" less Coverage and if Comprehensive, Specified any amounts representing taxes; overdue Causes of Loss, or Collision coverages are payments; penalties, interest or charges provided under this Coverage Form for any resulting from overdue payments; additional "auto" you own, then the Physical Damage mileage charges; excess wear and tear charges; Coverages provided are extended to "autos"you lease termination fees; security deposits not hire or borrow, subject to the following limit. returned by the lessor; costs for extended warranties, credit life Insurance, health, accident The most we will pay for "loss" to any hired or disability insurance purchased with the loan or "auto"is: lease; and carry-over balances from previous (1) $100,000; loans or leases. (2) The actual cash value of the damaged or 7. AIRBAG COVERAGE stolen property at the time of the"loss"; or Under Paragraph B. EXCLUSIONS - of (3) The cost of repairing or replacing the SECTION III - PHYSICAL DAMAGE damaged or stolen property, COVERAGE, the following is added: whichever is smallest, minus a deductible. The The exclusion relating to mechanical breakdown deductible will be equal to the largest deductible does not apply to the accidental discharge of an applicable to any owned "auto" for that airbag. coverage. No deductible applies to "loss" caused g, ELECTRONIC EQUIPMENT - BROADENED by fire or lightning. Hired Auto Physical Damage COVERAGE coverage is excess over any other collectible insurance. Subject to the above limit, deductible a. The exceptions to Paragraphs B.4 - and excess provisions, we will provide coverage EXCLUSIONS - of SECTION III - PHYSICAL equal to the broadest coverage applicable to any DAMAGE COVERAGE are replaced by the covered"auto"you own. following: We will also cover loss of use of the hired "auto" Exclusions 4.c. and 4.d. do not apply to if it results from an "accident", you are legally equipment designed to be operated solely liable and the lessor incurs an actual financial by use of the power from the "auto's" loss, subject to a maximum of $1000 per electrical system that, at the time of "loss", "accident". is: This extension of coverage does not apply to (1) Permanently installed in or upon any "auto" you hire or borrow from any of your the covered "auto"; "employees", partners (if you are a partnership), (2) Removable from a housing unit members (if you are a limited liability company), which is permanently installed in or members of their households. or upon the covered "auto"; (3) An integral part of the same unit housing any electronic equipment described in Paragraphs (1) and (2) above;or 0 2011, The Hartford(Includes copyrighted material Form HA 99 16 03 12 of ISO Properties, Inc.,with its permission.) Page 3 of 5 (4) Necessary for the normal If another Hartford Financial Services Group, operation of the covered "auto"or Inc. company policy or coverage form that is not the monitoring of the covered an automobile policy or coverage form applies to "auto's"operating system. the same"accident",the following applies: b.Section Ili - Version CA 00 01 03 10 of the (1) If the deductible under this Business Auto Business Auto Coverage Form, Physical Coverage Form is the smaller (or smallest) Damage Coverage, Limit of Insurance, deductible, it will be waived; Paragraph C.2 and Version CA 00 01 10 01 of (2) If the deductible under this Business Auto the Business Auto Coverage Form, Physical Coverage Form is not the smaller (or Damage Coverage, Limit of Insurance, smallest) deductible, it will be reduced by Paragraph C are each amended to add the the amount of the smaller (or smallest) following: deductible. $1,500 is the most we will pay for "loss" in 12. AMENDED DUTIES IN THE EVENT OF any one "accident" to all electronic ACCIDENT, CLAIM, SUIT OR LOSS equipment (other than equipment designed The requirement in LOSS CONDITIONS 2.a. - solely for the reproduction of sound, and DUTIES IN THE EVENT OF ACCIDENT,CLAIM, accessories used with such equipment) SUIT OR LOSS - of SECTION IV - BUSINESS that reproduces, receives or transmits audio, visual or data signals which, at the AUTO CONDITIONS that you must notify us of time of"loss", is: an "accident" applies only when the "accident"is known to: (1) Permanently installed in or upon the covered "auto" in a housing, (1) You, if you are an individual; opening or other location that is not (2) A partner, if you are a partnership; normally used by the "auto" (3) A member, if you are a limited liability manufacturer for the installation of company;or such equipment; (4) An executive officer or insurance manager, if (2) Removable from a permanently you are a corporation. installed housing unit as described 13. UNINTENTIONAL FAILURE TO DISCLOSE in Paragraph 2.a. above or is an HAZARDS integral part of that equipment;or (3) An integral part of such equipment. If you unintentionally fail to disclose any hazards existing at the inception date of your policy, we c.For each covered "auto", should loss be limited will not deny coverage under this Coverage to electronic equipment only, our obligation to Farm because of such failure. pay for, repair, return or replace damaged or 14. HIRED AUTO-COVERAGE TERRITORY stolen electronic equipment will be reduced by the applicable deductible shown in the Paragraph e. of GENERAL CONDITIONS 7. - Declarations, or $250, whichever deductible is POLICY PERIOD, COVERAGE TERRITORY - Jess. of SECTION IV - BUSINESS AUTO 9. EXTRA EXPENSE - BROADENED CONDITIONS is replaced by the following: COVERAGE e. For short-term hired "autos", the coverage Under Paragraph A. -COVERAGE -of SECTION territory with respect to Liability Coverage is III - PHYSICAL DAMAGE COVERAGE, we will anywhere in the world provided that if the pay for the expense of returning a stolen covered "insured's" responsibility to pay damages for "auto"to you. "bodily injury' 'or "property ,damage" is determined in a suit, the suit is brought in 10. GLASS REPAIR-WAIVER OF DEDUCTIBLE the United States of America, the territories Under Paragraph D. -DEDUCTIBLE-of SECTION and possessions of the United States of III - PHYSICAL DAMAGE COVERAGE, the America, Puerto Rico or Canada or in a following is added: settlement we agree to. No deductible applies to glass damage if the '15- WAIVER OF SUBROGATION glass is repaired rather than replaced. TRANSFER OF RIGHTS OF RECOVERY 11. TWO OR MORE DEDUCTIBLES AGAINST OTHERS TO US - of SECTION 1V - Under Paragraph D.-DEDUCTIBLE-of SECTION BUSINESS AUTO CONDITIONS is amended by III - PHYSICAL DAMAGE COVERAGE, the adding the following: following is added: OO 2011, The Hartford (Includes copyrighted material Form HA 99 16 03 12 of ISO Properties, Inc., with its permission.) Page 4 of 5 We waive any right of recovery we may have c.Regardless of the number of autos deemed a against any person or organization with whom total loss, the most we will pay under this you have a written contract that requires such Hybrid, Electric, or Natural Gas Vehicle waiver because of payments we make for Payment Coverage provision for any one damages under this Coverage Form. "loss" is$10,000. 16. RESULTANT MENTAL ANGUISH COVERAGE For the purposes of the coverage provision, The definition of "bodily injury" in SECTION V- a.A "non-hybrid" auto is defined as an auto that DEFINITIONS is replaced by the following: uses only an internal combustion engine to "Bodily injury" means bodily injury, sickness or move the auto but does not include autos disease sustained by any person, including powered solely by electricity or natural gas. mental anguish or death resulting from any of b.A "hybrid" auto is defined as an auto with an these. internal combustion engine and one or more 17. EXTENDED CANCELLATION CONDITION electric motors; and that uses the internal Paragraph 2. of the COMMON POLICY combustion engine and one or more electric CONDITIONS - CANCELLATION - applies motors to move the auto, or the internal combustion engine to charge one or more except as follows: electric motors, which move the auto. If we cancel for any reason other than 19. VEHICLE WRAP COVERAGE nonpayment of premium, we will mail or deliver to the first Named Insured written notice of In the event of a total loss to an "auto" for which cancellation at least 60 days before the effective Comprehensive, Specified Causes of Loss, or date of cancellation. Collision coverages are provided under this 18. HYBRID, ELECTRIC, OR NATURAL GAS Coverage Form, then such Physical Damage VEHICLE PAYMENT COVERAGE Coverages are amended to add the following: In addition to the actual cash value of the "auto", In the event of a total loss to a "non-hybrid" auto we will pay up to $1,000 for vinyl vehicle wraps far which Comprehensive, Specified Causes of which are displayed on the covered "auto" at the Loss, or Collision coverages are provided under time of total loss. Regardless of the number of this Coverage Farm, then such Physical autos deemed a total loss, the most we will pay Damage Coverages are amended as follows: under this Vehicle Wrap Coverage provision for a.lf the auto is replaced with a "hybrid" auto or any one "loss" is $5,000. For purposes of this an auto powered solely by electricity or natural coverage provision, signs or other graphics gas, we will pay an additional 10%, to a painted or magnetically affixed to the vehicle are maximum of$2,500, of the "non-hybrid" auto's not considered vehicle wraps, actual cash value or replacement cost, whichever is less, b.The auto must be replaced and a copy of a bill of sale or new lease agreement received by us within 60 calendar days of the date of"loss," D 2011,The Hartford (Includes copyrighted material Form HA 99 16 03 12 of ISO Properties, Inc., with its permission.) Page 5 of 5 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT Policy Number:46WEAAB9BAE Endorsement Number: Effective Date:09/0112018 Effective hour is the same as stated on the Information Page of the policy. Named Insured and Address. AZTECA ENTERPRISES,INC This endorsement applies only to the insurance of the operations described in the Schedule where provided by the policy because Texas is shown in you are required by a written contract to obtain this Item 3.A. of the Information Page. waiver from us. We have the right to recover our payments from This endorsement shall not operate directly or anyone liable for an injury covered by this policy. We indirectly to benefit anyone not named in the will not enforce our right against the person or Schedule. organization named in the Schedule, but this waiver The premium for this endorsement is shown in the applies only with respect to bodily injury arising out Schedule. Schedule 1. ( ) Special Waiver Name of person or organization (x) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: 3. Premium: The premium charge for this endorsement shall be percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: Form WC 42 03 04 S Printed in U.S.A. Process Date:09101/18 Policy Expiration Date: 09/01/19 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPBCIFTCA ION DOCUMENTS Revision:Febtuary2,2016 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1--Definitions and Terminology.................................................. 1.01 Defined Terms................................................ ..............................................................................6 1.02 Terminology........................ Article 2—Preliminary Matters.................................. ...................... 2.01 Copies of Documents................................................................................................................................................................................................. 2.02 Commencement of Contract Time,Notice to Proceed.............. 2,03 Starting the Work..........................................................................................................................8 Construction.................. ................... ........ 2.04 Before Starfiirng ............................... -- 2.05 Preconstmetian Conference.......................................... 2.06 Public Meeting. ............................................................................................................................8 2.07 Initial Acceptance of Schedules................... .................................. Reuse ...................................8 Article 3—Contract Documents: Intent,Amending, ••••••••••................ 3.01 Intent..............................................................................................................................................9 3.02 Reference Standards................................. 3.03 Reporting and Resolving Discrepancies.......................................... ....... .9 Supplementing Contract Documents.................•........................................ 10 3.04 Amending and I.....10 3.05 Reuse of Documents...................................................................................................................11 3.06 Electronic Data.............................................................................................. Article 4—Availability of Lands; Subsurface and Physical Conditions;Hazardous Environmental 11 ............................................. Conditions;Reference Points.......................................................... 11 4.01 Availability of Lands........................................................................................ ......................... 4.02 Subsurface and Physical Conditions ................................................ ................. 12 4.03 Differing Subsurface or Physical Conditions...... .13 ............ 4.04 Underground Facilities ...............................................................................................................14 4.05 Reference Points ....................................... 4.06 Hazardous Environmental Condition at Site................................. 16 Article 5—Bonds and Insurance................................................. 5.01 Licensed Sureties and Insurers........................................................................ 5.02 Performance,Payment, and Maintenance Bonds............................................ ,16 5.03 Certificates of Insurance........................................................................................................ 5.04 Contractor's Insurance................................................................................................................18 5.05 Acceptance of Bonds and Insurance; Option to Replace.................. ...................... Article 6—Contractor's Responsibilities.................................................................... 6.01 Supervision and Superintendence.............................................. CITXOF FORT WORTH 'STANDARD CONSTRUCTION SYECiFICATION DOCIJh"TS Revision!Febrmy%2016 ................20 6.02 Labor;Working Hours....................................................... 6.03 Services,Materials, and Equipment................................... 21 6.04 Project Schedule.......................... 6.05 Substitutes and"Or-Equals"........................... 24 6.06 Concerning Subcontractors, Suppliers,and Others................... 25 6.07 Wage Rates............................................................................................... ................................ 6.08 Patent Fees and Royalties............................ 27 6.09 Permits and Utilities.................................................................................................................... 6.10 Laws and Regulations............................................................ 6.11 Taxes ......................................................................... ................................................. 6.12 Use of Site and Other Areas........................................ ............................................................ 6.13 Record Documents................................................ ........................................I.......I.................I...2 6.14 Safety and Protection...................................................... 6.15 Safety Representative.......................................... .................................... .. 6.16 Hazard Communication Programs ...................................... 6.17 Emergencies and/or Rectification..............I.......I.............. ................................ 6.18 Submittals..............................................I....................... ....................... 6.19 Continuing the Work.....................................................-...........................................................32 rand Guarantee................. .....................................................32 6.20 Contractor's General Warranty 6.21 Indemnification............................................................................. 34 6.22 Delegation of professional Design Services 6.23 Right to Audit........................................................ 6.24 Nondiscrinlination.................................................. .................................... Article 7--Other Work at the Site......................................................I........I................ 7.01 Related Work at Site................................................ 7.02 Coordination................................................................................................................................36 36 Article 8-City's Responsibilities....................................... 8.01 Communications to Contractor.... .....................................................................................3 .......... 8,02 Furnish Data.................................................................................................................. .............36 8.03 Pay When Due ..................................................................... dTests...................................................................................36 8.04 Lands and Easements;Reports an ... 36 8.05 Change Orders...................................................................................................................... 8.06 Inspections,Tests,and Approvals................... 8.07 Limitations on City's Responsibilities 37 8.08 Undisclosed Hazardous El nvironmental Condition............... ..37 8.09 Compliance with Safety Program......................................... 37 Article 9-City's Observation Status During Construction........................... 37 9,01 City's Project Manager ............................................................................ I.....,...... 9.02 Visits to ........................ Site.............................................................................................................. ...........I........................ I....3 8 9,03 Authorized Variations in Work ................. .......................... . 9.04 Rejecting Defective Work..........................................................................................................38 ations for Work Performed............. . 9.05 Determin d ................. ........................ 9.06 Decisions on Requir'eInents of Contract Documents and Acceptability of Work.....................38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnaazy2,2016 i ..........................................................................-...38 Article 10-Changes in the Work; Claims;Extra Wank 38 10.01 Authorized Changes in the Work.............................. 10.02 Unauthorized Changes in the Work.............. 10.03 Execution of Change Orders.............................................................................. 39 .................. 10.04 Extra Work................................ .....39 10.05 Notification to Surety............................................I........ ............... 10.06 Contract Claims Process.................................................................... Article 11-Cost of the Work;Allowances;Unit Price Work;Plans Quantity Measurement......................41 41 11.01 Cast of the War ................................. .............................. 11.02 Allowances.................................................................................. ...44 11.03 Unit Price Work..........................................................................................................................45 11.04 Plans Quantity Measurement.............................. .. ................................ ............................46 Article 12-Change of Contract Price;Change of Contract Time................... ..............................................46 12.01 Change of Contract Price.......................I... 12.02 Change of Contract Time............................................ .. ........ 12.03 Delays ... ....................... ..................•.......................... .. 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 ••.•••." .............................. 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work.......... ....50 13.06 Correction or Removal of Defective Work ...................... ........ 13.07 Correction Period........................................................................................................................510 13.08 Acceptance of Defective Work................... 51 13.09 City May Correct Defective Work......................................... ....... ....................................................6........52 Article 14-Payments to Contractor and Completion...................... ......52 14.01 Schedule of Values................................................ ents ........................................... ........... 14.02 Progress Paym ......................................... 54 14.03 Contractor's Warranty of Title...................................................................................................55 14.04 Partial Utilization................................................................................. .......6..........................55 14.05 Final InspectiOR................................................................. .................... . ,.....55 14.06 Final Acceptancc............................................................................................. ...........................56 ............................6...................... 14.07 Final Payment.............................. ......................56 14.08 Final Completion Delayed and Partial Retainage Release.................................. ..57 14.09 Waiver of Claims...................................................................................................................... ........................................................57 Article 15-Suspension of Work andTermination .....................57 ..................................................... 15.01 City May Suspend Work....................... 58 Terminate for Cause..................... ...................... 15.02 City May .............................. ........................60 15.03 City May Terminate For Convenience................ .......... ................. Article 16-Dispute Resolution...........................................................,...........................................................61 16.01 Methods and Procedures.................. CIrY OF FORT WORTU STANDARD CONSTRUCTION SPE.CIFICAr1ONDOCUMENTS Revision:F&uacy2,2016 _._^~_'02 —~'---^—....................................................... 6� /�tk:k: |7— ....................._~^___ ___~. l7.0l (�v�gyJo�oo_—'^--^~'----------''~-- _~______~_,_^_,._--62 17.02 »fTi nze»'---~—'--'--^---'^^—^ ,___~_~—~___._~~.63 l7JB Conndatbx:I�uzx:dn: --.---~---.~--~^—.—_ ___~,_,_.~___',_^_,.—.63 17.04 Survival nfUb�Qptvozo'^^^----'—'^^---'^—~— ,,____.......................63 17.05 Ileadings............................................. .,_~ ........... ......... cimu,nOR:r WOmTR �pFCIFJCAUmNnOCmMEm o07200-1 GENFRAL CONDITIONS Page I of63 ARTICLE 1 -DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. "erevcr 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 below whether onsistent with the definition of a listed-defined term, the term shall have a meaning a capitalized or italicized or otherwise�a��tion to terms ude referee.est ocideni:ifii d axtifically e les and terms paragraphs, capital letters in the Contract Docum anid the titles of other documents or forms. 1. Addenda Written or graphic instrumentseissue �or the proposed Contract Documents�ch clarify, correct,or change the Bidding R q 2. Agreement—The written instrument which is evidence of the agreement between City and Contractor covering the Work. ctor I Application for Payment—The form acceptable to s or final payments to b sus d whi hed by oist a be during the course of the Work in requesting Pr ogre e accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos terry 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. S. 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 ezatity who submits a Bid directly to City. S. Bidding Documents The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding pequirements The advertisement or Imitation 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 t. Buzzsaw—City's On-line,electronic document management and collaboration system. 12. Calendar Day—A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTSON SPECIFICATION DOCUMEN"rs Revision:FebrilmyZ 2016 00 72 00-i GENERAL CONDITIONS Page 2 of 63 13. 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. and 14. City-- The City of Port Worth, Texas, a home-rule municipal corporation its authorizCity chartered under the "Texas State Statutes, acting by its governingy orized under his behalf, each of which is required by Manager, his designee, or agents auth responsibility for final enforcement of the contracts Charter to perform specific duties withy chartr vested in the City Manager and is the involving the City of Fort Worth is oeAgreement and fa whom the Work s to be with whom. Contractor has entered into the performed. The officially appointed City Attorney of the City of Fort Worth, Texas, or 15. City Attorney— his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fart Worth, Texas. 17. City Manager — The officially appointed and authorized City Manager of the City of Fort Worth,Texas,or his duly authorized representative. 18. Contract Claim--A demand or assertion by �� x relx°f with respentractor ct to the g an adjustment�the Contract Price or Contract Time, or � is not a Contract Clau�n. Contract.A demand for money or services by a third party 19. Contract—The entire and integrated written documnt between he City DQcu Contractor card concerning the Work The Contract contains the Agreement supersedes prior negotiations,representations,or agreements,whether written or oral. items listed the 20. Contract Documents—Those items so de�ogn d Submittals, n the b��ls reement,other CoAll acto submittals, `�-d Agreement are Contract Documents pp the reports and drawings of subsurface and physical conditions are not Contract Documents. in 21. Contract Price—Thu moneys payable b City ostat d anothe for Agreement (suUjecwtor the accordance with the Contract Document as provisions of Paragraph 11.03 in the case of Unit Price Work). 22. 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. 23. Contractor The individual or entity with whom City has entered into the Agreement. 24. Copt of the Work—See Paragraph 11.01 of these General Conditions for definition. CPI y OF FORT WORTH STANDARD CONSTRUCTION SPECWICATION DOCUMENTS Revision:Febnimy 2,20I6 007200-1 GENERAL CONDITIONS Page 3 of 63 .ces arising od for money ve of a Contract Claim from the Project or Site fiorn a 25.Damage Claims —A dem third party,City or Contra 26.Day or day--A day,unless otherwise defined,shall mean a Calendar Day. 27.Director of Aviation ---The officially appointed Director of the Aviation Department of the City of port Worth,Texas,or his duly appointed representative, assistant,or agents. 28.Director of Parks and Community Services—The officially appointed Director of the Parr and Community Services Department of the City of Fort Worth,Texas, or his duly appointed representative,assistant, or agents. 29. 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. 30.Director of Transportation Public Works -- The officially appointed eD se oo h ofd�� Transportation Public Works Department of the Cityof Fort Worth, , appointed representative,assistant,or agents. 31. 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. or y Engineer which 32. Drawings—That part of the Contractextent, and an�charactnts er the approved tobbe performed by graphically shows the scope, , Contractor. Submittals are not Drawings as so defined. 33. 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. 34. Engineer The licensed professional services fo engineer ee City. leering firm registered in the State of Texas performing professional 35. Extra Work— Additional work made necessary by changes or alterations of the Contract Documents or of quantities or shall be reasons -for art of the Work. which no prices are provided in the Contract Documents.Extra work p 36.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. 37.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 WORTii STANDARD CONSTRUCTioN SPECIFCCATlON AOCIINI>NTS Revision:Febnay2,2016 C07200-I GENERAL CONDITIONS Page 4 of 63 out by the CiV to verify that the or has 39. Final Inspection — Inspe carried part or appurtenance thereof, fully, entirely, and in cornpleted the Work, and each and e conformance with the Contract Documents. 39. General Requirements Sections of Division 1 of the Contract Documents. 40. I�azardaus Environmental Condition—The presence at the Site of Asbestos, PCBs, Petroleum., Hazardous Waste, Radioactive Material, or other materials xpch quantities or circumstances that may present a substantial danger to persons or p roe ex osed thereto. 41. 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. 42. 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. 43. Liens—Charges, security interests, or encumbrances upon project funds, real property, or personal property. of work included in the Contract Documents that has a total cost equal 44. Major Item—An Item to or greater than 5%of the original Contract Price or$25,000 whichever is less. 45. Milestone-A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. t -Upon dder stati 46. Notice of flwarc —The Successful Bidder with thehco drtions pren notice by City to te Successful B dent listed therein,�ttY timely compliance by h will sign and deliver the Agreement. he date on which the, 47.Notice to Proceed—A written eotice given by City to Contacto'to run and on which Cont actor!slIallt start to perform he Contract Time well comment Work specified in Contract Documents. 48•PCBs Polychlorinated biphenyls. 49. 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,p etroleum, fuel oil, oil sludge, oil refiise, gasoline, kerosene, and oil mixed with other non-Hazardous Waste and erudc oils. 50.Plans—See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February2,2016 00 72 00-I GEN FRAIL CONDITIONS Page 5 of 63 51. Project Schedule A schedule, prepared and maintained by Contractor, in accordance with the Gcneral Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 52.Project—The Work to be performed under the Contract Documents. 53. Project Manager--The authorized representative of the City who will be assigned to the Site. 54. Public Meeting — An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. 1Zadiaactive Material—Source, special as amended from time aterial as e Doane.by the Atomic Energy Act of 1954(42 USC Section 2011 et 56.Regular Working Hours —Hours beginning at 7.00 a.m. and ending at 6.00 p.m., Monday thru Friday(excluding legal holidays). 57. Sample. --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. 58. 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. S9. 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. 60. Site Lands or areas indicated in the Contract Documents as being nlshhed d casements yCity upor on which the Worlc is to be performed, including rights-of-way, permits, access thereto, and such other lands furnished by City which are designated for the use of Contractor. for 61. Specifications—That part of the Contract Documents consisting of eto requirements Work,sand materials, equipment, systems, standards and workmanship as applied 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 Project. 62, Subcontraclor An individual or entity having a direct contract with Contractor or with any other Subcontractor or the performance of a pars:of the Work at the Site. CITY OF FORT WORTI3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary%20I6 007200-I GENERAL.CONDITIONS Page 6 of 63 63. Submattals—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. 64, Successful Bidder—The Bidder submitting the lowest and most responsive Bid to whom City :makes an Award. 65. Superintendent--The representative ofd he Contractor who is to art for the Contractor.available, at all times and able to receive instructions from the y an 66. ,Supplementary Conditions—That part of the Contract Documents which amends or supplements these General Conditions. 67, Supplier A manufactlzrer, fabricator, supplier, distributor, materialman;or vendor having a direct contract with Contractor or with any Sol Subcontractor.'tor to msh materials or equipment to be incorporated in the W y 68. Underground Facilities--All underground pipelines, conduits, ducts, cables, menu manholes,vaults,tanks,tunnels, or other such facilities or attachments, and any 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. 69. Unit Price Work—See Paragraph 11.03 of these General Conditions for definition. 70. 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. s thereof-required 71. Work Theentire construction Documents Work inclu or the various separately des and is the esult of Performing a� be provided under the Contra rod and such construction providing all labor, services, and documentation necessary to to pll and incorporating all including any Change Order or Field Order, and furnishing, materials and equipment into such construction, all as required by the Contract Documents. 72. 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 Contractorpermit than 7 hours between a a.m. 6 ncipp mkt of wok underway for a continuous period of not 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but,when used in have the indicated meaning. the Bidding Requirements or Contract Documents, B. Intent of Certain Terms or Adjectives: CITY OF FORT WORT11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febn1my2,20I6 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 lilce effect or import to authorize an exercise of judgment by City. hr addiction, 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 functioznng 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: or the word 1. The word"Furnish" or the.worrdbi ation"orrsimilar directive or the word 7'usage thereof,`shalldmean the word "Supply," or any co equipment, furx�isbing and incorporating in the Work including all necessary labor,:materials, equip , and everything necessary to perform the Work indicated, unless specifically limited in the context used. D. Unless stated otherwise in the Contract Documents, words r phrases that have the Contract a eu7ments in technical or construction industry or trade meaning used accordance with such recognized meaning. ARTICLE 2--PRELIMINARY MATTERS 2.01 Copies of Documents of the City shall furnish to Contractor one (l) original uted copy and o (1) electronic of the Drawings Additional copies will I be Contract Documents, and four (4) additionalcopies furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time;Notice to Proceed The Contract Time will commence to ran� s alter the llffective Date of the Agreement.e day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time,within days CITY OF FORT WORT)i STANDARD CONSTRUCT 10N SI'EC1i ICA f IOhI AOCUME3�T5 Revision:Febnwy2.,2016 0012 00-t 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 ruin. 2,04 Before,Starting Construction accordance with the Contract Documents, and prior to starting the Baseline Schedules: Submit in 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 labor, documentation, services, materials, or equipment that reasonably may be inferred from the uce he Contract Documents or from prevailing called for, at no additional being usage as required to nd cost to indicated result will be provided whether or not specifically 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 OP FORT WORTH STANDARD CONSTRUCTION SPFCIFECATEON DOCUMPNTS Revision:Febnmy 2,2016 007200-I GENERAL CONDITIONS Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. elated E. The cross referencing of specification sections undandtelsewherc within each Specihe subparagraph heading fication Sections include but are not necessarily h section is provided as an aid.and convealnibe rence s onsibl to the acoordinate the, entctor. The oe sWork ounder the the cross referencing provided and sh p Contract Documents and provide a complete Project whether or not the cross referenemg 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 1. 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 tfhically stated i Eff-ectiven the Contract Docutxientsate of the Agreement if�ere were no Bids),except as may be otherwises peci 2. Na 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.Na such provision or instruction shall g�o�vnesulta�t3tsox�ubcontractors City,or any o any officers, directors; f its members,partners, employees, direct the performance of the'Work or any duty or authority duty or authority to supervise or tent with the provisions of the Contract Documents. to undertake responsibility inconsis 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1, Contractor's Review of Contract Documents Before Starting Work: Before undertaking each dy and the Contract Documents and part of the Work, Contractor shall carefal a�nstt all applicable field measurements and check and verify pertinent figures thin a g 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 oectd -written interpretation or clarification from City before proceeding with any Work aff thereby. e of Work- the 2. Contractor's Review of Contract Documentsany conflict, error, ambiguity, or dsc p y performance of-the Work, Contractor discover within.the Contract Documents, or between the Contract Documents and {a) applicable of Law or Regulation,(b) any standard, specification,manual, or code, or�(c) any City in writin any Supplier,then Contractor shall promptly report it to g. Contractor shall not equired by Paragraph proceed with the Work affected thereby (except in an emergency as r CrrX OF FORT WORTH STMDARD CONSTRUCTION SlIMFICATION t)OCUMENTS Rwision_Febwary2,2016 00,12 00-1 GENERAL CONDITIONS Pagc 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: 1. 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 6.1 S.C); or 3. City's written interpretation or clarification. 3.05 Meuse 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,Specifieatiorls, 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 DOCOMENTS Revision:Febmary2,2016 007200-1 GENERAL CONDITIONS page I 1 o£G3 a h 3.05 will survive final payment, or termination of the B. The prohibitions of this Paragr p copies of the Contract Contract. Nothing herein shall preclude Contractor from retaining Documents for record purposes. 3.06 Electronic Data ty or A. Unless otherwise stated in the Suop n1 Conditions, may be relied upon are/united Engineer the to Contractor, or by Contractor t City g printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's Buzzsava site. piles 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 filcs and the hard copies,the hard copies govern. B. When transferring documents in electronic media format, the transferring party rrlakes no representations as to long term compatibility, usability, or read bity or document paters hardware resulting from the use of software application packages, operatingsystems, differing from those used by the data's creator. ARTICLE 4—AVAILABILITY OF LANDS; SUBSURFACE OSITA CONDITIONS; HAZARDOUS ENVjRONMENTAL CONDITIONS; 4.01 Availability of Lands encumbrances-or ctions not of A. City shall furnish the Site• City shall notify ed t use of the Site withwhich Contractor rrnuSt comply general application but specifically related in performing the Work. City will obtain in a timely manner and pay far easements for permanent structures or permanent changes in existing facilities. 1. 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 OP FORT WORTH STANIJARI7 CONSTRUCTION SpECIFICATION DOCUMENTS Revision:Febromy7,20I6 007200-1 GENERAL CONDITIONS Page 12 o£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). ctor on Technical Data Authorized: Contractor usnaxch upon the B. Lirraited Reliance by Contra reports and accuracy of the "technical data contained in such reports and drawings, b drawings are not Contract Documents. Such "technucal data" is identified in the Supplementary Conditions. Contractor may not makeanagents,ontract consultants,Cl n fti-Ta sub subcityontra or ctors with with rey of spe ir officers, directors,members,partners,employ 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 that any subsurface or physical condition that is uncovered or A. Notice: If Contractor believes 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 ere 4. is of an unusual nature, and differs materially from chara character conditions provided for ein thet Contract generally recognized as inherent In Woilc of he Documents; CITY OF FORT WORTH STAVDARD CONSTRUCTION SpEcIFICATIOI F DOCUM13NTS Revision:Pebmmy2,20I6 00'12 00-I GENERAL.CONDITIONS page 13 of 63 then Contractor shall, promptly after becoming aware thereof connection fi per diem xec-ptinthe subsurface or physical conditions or performing any Work in emergency as required by Paragraph 6.17.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 fmal 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 ll reasonably he Site; or or revealed as a result of he examination of the Contrast Documents 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 raclities at oata shown prco�iguoucateds to the the oS�oclsba based Documentsn with respect to existing Underground information and data furnished to City or Engineer by the owners of sucUnnddergro tad Facilities, including City, or by others. Unless it is otherwise expressly provide he 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 he 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 r indicated becoming reasonable accuracy in the Contract Documents, Contractor shall, promptly aware thereof and before further disturbing conditions affected thereby or perfornnng any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUNM TS Revision:Febwa Y 2,20I6 007200-1 GENERAL CONDITIONS Page 14 of 03 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 1^acility. 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 ints or locations. The City shasnot be responsible noble fully for edestroyed by the Contractor. The Contractoracement or relocation of reference p hall property monument Y 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 carelehsse Or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, ull cost for replacing such points plus 25% will be charged against the Contractor, and the fall amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site d drawings A. Reports and Drawings: The Supplemenixy Conditions identify those reports an to Hazardous. Environmen al Conditions thatave been den ified known to City relating 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 WORTH STANDARD CONSTRUCTION Sp1;CISICATION DOCUMENTS Revision:Febwxy%2016 oo12aa-I GENFRAL 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 or indicated in Drawings or Specifications or identifled revealed at the Site which was not shown in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Conditionith materialsris responrought sible•the Site by Contractor, Subcontractors,Suppliers, anyone else for hom Contracto D. H 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 emeWrgeiki Y conas requiredctnwith such condition and in any area affected thereby (except 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 somas been rendered suitable for the resumption of Work; or (ii) specifying y special 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 o�tlietVVor t�,haet such hri the Work axeaunder affect d by such conditions, then City may order the p 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. 7'o the fullest extent permitted by Laws a do Regulations, damages (including ding bu�t�rycited hold harmless City,from and against all claims, charges o hf engineers, architects, attorneys, and other professionals and all court to all fees and c t o arbitration other dispute reso lution costs) arising out of or relating to a flaaardous Environmental Condition created by Contractor or by anyone far whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemn6 any individual or entity from and against the consequences of that individual's or entity's awn negligence. .03, and �.04 do not apply to a Hazardous Environmental H. The provisions of Paragraphs 4.02, 4 Condition uncovered or revealed at the Site. CITY OF TORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUNIENTS Revision:Febnmry2,2016 00 7a 00-I GENERAL CONDITIONS Page 16 463 ARTICLE 5—BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers 3tained by All bonds and insurance xequired b etll a= s aect e]oco panes that are duly lnts to be icensed oxuautlno authorized Contractor shall be obtained from surety icie in the State of Texas to issue bonds or i lsu h additional coverages so qualifi�a ions Such surety and insurance companies shall also meet 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) pears 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 5'70 (amended)b y bonds signed Management Service, Surety Bond Branch, U.S. Department of the Treasury. by an agent or attorney-in-factive on the dot thmust be e agentox attorney-in�act signed each bond dated power of �ey which shall show that it is effective 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 in Contractor shall deliver to City, with copies to of each additional and other eviden lof insuross an deg q ed the Supplementary Conditions, certificates sted by City or any other additional insured)which Contractor is required to purchase and maintain. 1, 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 W OI2TI3 s'rANDARD CONSTRUCTION SPECIFICATION AOC KFN I'S Revision:Febtvazy2,2036 007200-1 GLNERAL CONDITIONS Page 17 oS63 2. The Contractor's general liability insurance shall include a, `!Pcr project" or "per location", endorsement,which shall be identified in the certificate of insurance provided to the City. 3. The certficate 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-: VIf 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. S. 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. g. 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 1cateCof tinsuract nancesubnvtt ents or dorto fih�Caty hall evidence such ever is longer. An annual certif 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 STANDAROCONSTRUC ION SPECIFICATION DOCUMENTS Revision:Fcbnay2,2016 007200- 3 GENERAL CONDiTIGNS 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 reviewand the insuranceureir Limits remen s and to make reasonable adjustments to insurance coverage's ed necessary and prudent by the City based upon cbanges in statutory law,e conrt decision The City shall claims history of the industry as well as of the contracting party to 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 performed and minimum will pro or Employers' Liability as is appropriate for the Work -being de 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, r or y anyone ctly whether it is to be performed by f them toany of theoWork, or by anylier, or one for whose acts or indirectly employed by any p 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, productslcompleted 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 CONSTRUCM N SpECiF1CATION DOCUMENTS Revisiow.Febniary2,2016 007200-1 GENERAL CONDITIONS Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability rsements that would alter of nullify premises/o house policy, shall have no exclusions by endo productslcompleted operations, contractual, personal injury, or advertising injury, 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 aindeznnilty coverage or for amages defined as autos owned, haired and 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. shall imInediately ify City upon lation E. Notification of Policy Cancellation. Contractor shall op wank until treplacement insContractor urance has or other loss of insurance coverage 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 of the bonds or insurance If. City has any objection to the coverage errage thedother Con ractor ina provisions accordance with Article 5 o the basis required to be purchased and maintained y notify the of non-conformance with the Contract Documents, certificates t e City ox-hall he�evid evidence requesed}.rContractogr within 10 Business Days after receipt f shall provide to the City such additional e not information respect insurance al of the bonds andthe City May insurance reasonably request. if Contractor do purchase or maintain all 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 direct the Work compe telltly evoting A. Contractor shall supervise, inspect, and skills and expertise as maybe nedCessfaxy to Pe fo rri the such attention thereto and applying s 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 gfANDARD CoNsTRUCTION SPECIFICATION DOCUMENTS Revision:Febn0y2,24 i 6 00 72 00-i GENRRALCONDITIONS Pagc 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, linglish- 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 lTours 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 sball provide and assume fall 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 fox the performance, Contractor required testing,startup,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,and quality of materials and equipment. MY OF FORT WOKTFI STAND,ARDCONSTRIICr[ON SPECIFSCA 10N DOCUNIF'NTS Revision:Febmary2,2016 00 72 00-1 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 incarporated 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 be adjusted from time to time as provided below. and the General Requirements as it May 1. 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 Tune. 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 0132 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 aSupplier, the specification of description is intended to establish the type, function, appearance, quality required. ss 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. 1. "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 r m of of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed 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 spBCECICATION DOCUMENTS Revision:Febmasy2,2016 007200-I GENFRALCONDITIONS 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. c. 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; CITY OF FONT WORTH STANDARD CONSTRUCTION SPECIFICATCON DOCUMENTS Revision:Febmary2,2616 00 72 00-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 infOln3ation 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 directly m and indirectly cluding attorney yed fees) a them rising out losses and (n against any and all claims, damages, expenses 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 chargescontract with resulting from.the ges in the Contract acceptancef ets (or in'the ach proposed provisions of any other direct 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 PORT WORTH STANDAIM CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxuary2.2016 007200-1 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. fl, 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 fimAsh 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. 'Ihe 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: l. 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 Contracteuids in a�corance with ddsqualifi ation of Paragraph Contractor 02.A. Any such ta bid on future misrepresentation may b grounds 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 t e Subco Workntractors, Suppliers, and other individuals or entities performing or fwr fishing any as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CrrV OF FORT WORTH STANDARD CONSTk2UCTION SPECIFICATION DOCUMENTS Revision:Febnmry2,2016 007200-1 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 port Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty far 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. Cn'OF FOKI'WORT'fI ST'ANDARDCONSTRUCT1oN sPEC1F1CATION DOCUMENTS Revision:Fdun"2,2016 007200-1 GENERAL CONDITIONS Page 26 of63 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 11th 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 SPFC]FICATION DOCUIJ 3NTS Revision:Febmary2,2016 007200-1 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 in 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 thetpe Contract Document lementary Conditions, hmustJ consideranys outstanding e the Contractor in accordance with h 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 SpE.cIFICATION DOCUMENTS Revision:Fcbnuary2,2016 007200-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 slake 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, Subehapter 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, Subchaptcr H. B. Texas Tax permits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin,TX 78711; or 2, htt :Ilwww.window.state.tx.usltaxinfo/taxformsl93-fornas.html 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. 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:Febtuay2,2016 007200-1 GENERAL CONDITIONS Page 29 of 63 3. Should any Damage Clain 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 621, 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 clean 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 properly 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. R Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure,nor 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 Safely andprotection A. Contractor shall -be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility dohs 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:Fcbm g2,2016 007200-1 GENERAL CONDITIONS Page 30 of 63 take all necessary precautions for the safety o� 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. 13. 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 11azard 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 CONs1'RlicTiON SPECIFICATION DOCUMENTS Revision:Febnaxy2,2016 007200-1 GENERAL CONDITIONS Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or arc 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 conforms 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 Rinds 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 limited 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 flake 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 6.1 S.C. CITY OF FORT WORTH STANDARD CONSTRICTION SPECIFICATION DOCUMENTS Revision:Fe6mazy2,2016 00,12 00-1 GENERAL CONDITIONS Page 32 or 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 00 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 SPSCIFICAriON DOC[7&MWS Revision:Febma[y2,2016 aa72oo-1 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; 3. 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 5.02.13.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. TIH$ EMNIFICATION PR VISION IS SFFCMCAILV IN'I LADED O PE TE AND BE EF LCTIVE EVEN IF IT IS ALLUEG D OR PRO THAT ALL OR SOME OF TILE DAMAGE'S BEING OUG WERE C USED IN YW91 E OR I ART BY ANY ACT QWSI N OR NEGLIGENCE OF THE CI Y. 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 INDEMNI 'ICATION PROVISION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary2,24I6 00 72 00-1 GENERAL CONDITIONS Pap 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND B i EFFECTIVE EVEN IF IT IS LEGED OR P—ROWOTHAT ALL OR SOME OF JUL DAMAGES BEING SOUGHT WERE CAUSED 1N WHOLE OR IN PART BY ANY ACT O SION O NEGLIGENCE OF 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 Fight 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 OP FORT WORTH S'1'AN1,)ARD CONSTRUCTION SPECIFICA31ON DOCUMENTS Revision:Febnimy2,2.016 00 72 00--1 GENFRAI.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 Nondiscrirnination 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 VT, 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, ar 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 out 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 SPFCIFICATIOd DOCUMENTS Revision:Feb►uary%20I6 007200-1 GENERALCON©ITIONS 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: 1. 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—MY'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 YYhen 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 malting 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:FebA=y%2016 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 faihu'e 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 CONSTRUCTION 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<insert name here >, or his/her successor pursuant to written notification from the Director of < insert managing department here>. 9.02 Visits to Site A. City's Project Manager will mare 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 PORT WORTH STANDAlm CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnuary2,2016 007200-2 GENERAL CONDITIONS Page 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 Determinationsfor 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 preecdc 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:Pcbntwy2,201.6 DQ720Q-I 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 collection 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 fin-nish the City such installationn 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. CITY OF FORT WORTH STANI]ARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Feb"iry2,2016 007200-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 the thereto. Con The responsibility to substantiate a Contract Claim shall rest with the arty malting h 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 stole 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 Or FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Reyisicm:I'cbnaEy2,2016 06 72 00-k GENERAL CONDITIONS page 41 of 63 C will be final and D. Ciiy's written action undero resolution proaph cedure set set forth in Article 61w�hirl.�days of such g, unless city Or Contractor invoke the dispute P 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;PLANS QUANTITY MEASUREMENT l 1.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in necessarily incurred and paid by Contractor in the proper performance of the Paragraph 11.01.B, Work. When the value of any Work covered by a Change Order, the casts to be reimbursed to in Contractor will be only those additional or incremental costs required because1 B,cdghall the Work. Such costs shall not include any of the costs itemized in Paragraph include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of jab classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel on the Work. Payroll costs for employees not employed full time on.the employed full time, 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, 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 f unished 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 thereo£whether rented from Contractor or others in accordance with rental agreements approved by City, and the casts of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall to i accordance with the terms of said rental agreements. The rental of any s shall cease when the use thereof is no longer necessary such equipment, machinery, or part for the Work. CITY OF FORT WORM STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febn-y2,2016 007200-1 GCNFRAL CONDITIONS Pap 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If Contractor shall obtain competitive bids from subcontractors acceptable to required by City, City and Contractor and shall deliver such bids to City,who will then determine, which bids, if any, will be acceptable. If any subcontract providesthat 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. S. 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 necessaty 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 Wos bd for Laws hand ch Contractor is liable not covered under Paragraph 6.11, as imp y 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 WORTII STANDARD CONSTRUCTION sPECIFICATION DOCUNMNTS Revisions:Febany2,2016 007200-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 Cast ofthe Work shall not include any of the following items: costs and other compensation of Contractor's officers, executives, principals (of 1. Payroll 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.1 or specifically covered by Paragraph 11.0I.A.4, all of which are to be considered administrative WAS 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 chariest against Contractor for '11terest on delinquent paym�S Contractor's capital employed for the Work an g g 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly them or for whose acts any of therm may be, liable, including but not employed by any of e Work, disposal of materials or equipment wrongly limited to, the correction of defectiv 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 foxth 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 asset forth in Paragraph 12.01.C. D, Documentation_ Whenever the Cost of the Work for any purpose is to be detexmined pursuant to in Paragraphs 11.01.A and 11.01.B, Con-tractor acticesestablish maintain and submit a form acceptable to City accordanec with generally accepted accounting p an itemized cost breakdown together will,supporting data. 11.02 Allowances the, Contract Price all A. SpecifiedAllowance: It is tDocuments Contractor and shall cause th Work so co e ed to be allowances so named In the Contrac performed for such sums and by such persons ox entities as may be acceptable to city- B. Ere-bid Allowances: 1. Contractor agrees that: CfrY Or.FORT WORTH STA-0DARI7 CONSTRUCTION SPECIFICATION DOCUMENTS ENTS Revision:Fetrma y2,2016 007200-[ 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. 1. 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:Febnmy2,2016 007200-1 GENERAL CONDITIONS Page 45 of 63 2. If the ellangcs in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. 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. S. 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 parlay to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. & 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 an S moved,handled, or placed during the execution of the Contract. The estimated or this Article are designated as final payment quantities,unless revised by the governing Section B. If the quantity measured as outlined under"Price and P ynte t Procedures"ific Items) from the total 25% (or as stipulated under "Price and Payment ProceSpec 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 PaymentPurposes- 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 lans quantity Item, then the Item may be paid as a plans $250 aril the Item is not originally a p quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITYOF FORT WORTH STANDARD CONSTRUCTION SYCCII'ICATION DOCUMENTS Revision,Foniay2,2016 007200-I GLNERAL CONDITIONS Page 46 of 63 E. For callout work ar non-site specific Contracts,the plans quantity measurement requirements are not applicable. ARTICLE 12_CIIANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TINW4 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. 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 Woric 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.Q. 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 Erased on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, 11.01.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(50/6); 1) where one or more tiers of subcontracts are onat the basis Paragraphs 12e01 Work aplus a fee and no fixed fee is agreed upon, the 12.0l.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARDCONSTRUCnON SYSCIFICATION DOCUMIdII`I'S Revision:Febmaiy2,20i6 007200-1 GENERAL CONDITIONS Page 47 of 63 tier,will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.01.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.B; 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 fecs 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 famished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FebrLoy2,2016 00 72 00-1 GENERAL CONDITIONS Page 48 of 63 ARTICLE 13—TESTS.AND INSPECTIONS; CORRECTION,REMOVAL OR ACCEPTANCE OI+' 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 Wok; or acceptance of materials,mix designs, or equipment ncorporation in the submitted for approval prior to re tests oroa Contractor's shall be performed by Organizations Work. Organi ations acc ptablet Such inspections,tests, pp 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; as t 2. Should any Testing under this Section 13.03 D result in a "fail", "did any and reo er similar negative result,the Contractor shall be responsible for paying y Contractor's cancellation without cause of City initiated Testing shall be deemed a negative -result and require a retest. CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Felmiary2,2016 007200-I GENERAL CONDITIONS Page 49 o£63 3. Any amounts owed for any retest under ihis 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. Tf any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written eoincurrence 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 mare a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work fic instructions by the City,it A. If any Work is covered contrary to overed forthe Cxty'sn observation ents or land replaced atContrac Contractor's must, if requested by City, be un expense. considers it necessary or advisable that covered Work be observed by City or inspected or B. If City equest, shall uncover,expose, or otherwise make available tested others, Contractor, at City's r for observation,ixlspcetion, or testing as City may require, that portion of the Work in question, .furnishing all necessary labor,material, and equipment. I. If it is found that the uncovered Work is defective, Contractor shall n al s, costs, losses, and damages (including but not limited to all fees and chargesengineers, and all court ar other dispute resolution costs) arising out attorneys, and other professionals 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 hic case testing the for shall still b responsible for all costs associated with exposing,ob g, and2. If the uncovered Work is not found to be defective, Contractor shall be alloyed 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_2VIay Stop the Work s to or le materials If the Work is defective, or Contractor in such way that fiient le skilled workers Wark will conform to ail or equipment, or fails to perform the portion thereof, until the Contract Documents, City may order Contractor to stop the Work, or any p the cause for such order has been eliminated;however, this right of City to stop the ark 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:Fcbm"2,2016 007200-1 GENERAL 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febwary2,2016 007200-1 GENERAL CONDITIONS Page 5I of 63 ced in continuous service C. In special circumstansof allwherthe Work,the cor e do period for th te a particular item of equipinent is i to n may start to run fro n1 before Final Acceptance 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. axe in aditin to any E. Contractor's obligations of is Paragraph warranty. The provisionsShall not be construed as a�tubstltut for or er obligationa 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 fiom 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 exclude expeditiously. In connection with such corrective or remedial action, City may 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 WORriI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febrtoy2,2016 007200_1 GENLRAL CONDITIONS Page 52 463 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-rill serge as the basis for progress payments and will be incorporated into a foam.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: 1. 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 b 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 sPEcinc "rION DOCUMENTS Revision.Febnoy2,2016 007200-1 GENERAL CONDITIONS Page 53 of 63 B. Review of 4pphcations: 1. 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 of the Works it has sbeen p performed have been exbaustive, extended to every aspect 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 c. 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 CrrY OF FORx WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fchrua y2,2016 001200-1 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%). 2. For contracts greater than$400,000 at the time of execution, retainage shall be five percent (5S0). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents,the suns per day specified in the Agreement, will 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 h 15.02.A.of heevents enumerated in Paragraphs 14.02.B.4.athrough 14.02.B.4.e or paragraph 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 DOCUNTFNIS Revision:Februxy 2,2016 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 liinal 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 's letter satisfaction,Final f any additional ad zonal Work identified in the Final Inspection,City will issue to Contractor CI I'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:170niazy2,2016 007200-1 GENERAL CONDITIONS Page 56 of63 14.07 Final Payment A. Application for Payment: I. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for fnial payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Paymcnt 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: I. 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 CONs'rRUCTION SPECIFICATION DOCUMENTS Revision:1-46nixy2,20M 007200-1 GENERAL CONDITIONS page 57 of 63 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 Claims. 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 Svspend Work p 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 witbin 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, CrrYOF PORT WOR1'H STANDARD CONS:FRUCTION SPECIFICATION DOC MLNTS Revision:Febn mey 2,2016 007200-1 GENEF3AL.CONDITIONS Page 58 o£63 15.02 City May Terminate for Cause A. IYie 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 #20 020-12-2011 established under Paragraph 6.06,1)); 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 8. 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. I. 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, declaxe 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 witbin 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION J)CCIIMENTS Revision:relnuary2,2016 007200-I GENERAL CONDITIONS Page 59 ot'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 furfher 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 agents, Surety for the method by which the shall be in any way liable or accountable to Contractor 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 e recover damages from Contractor or Surety for be entitled to any claiim[on failure count of the method used entire Contract. Contractor by City in competing 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 lave. C. Notwithstanding Paragraphs 15.02.B, 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 perform 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. CrrY Op FORT WORTH sTANDARD CONSTRUCTION SPECIFICATIONAOCIIIbLNTS Revision:Febwary2,2016 00 72 00-1 GENERAL CONDITIONS Page 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 terminations 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 shalt 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 lead 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 tine 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 ly disposed of, exclusive of items the disposition of items of termination inventory not Previous which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febm g2,2016 00 72 00-1 GENERAL CONDITIONS Page 61 of63 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. P. 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.D shall become final and binding 30 days after termination of the mediation unless,within that time period, City or Contractor: CITY OF FORT WORTI i STANDARD CONSTRUMON SPECIFICATION I]OCLJNIIFNTS Revision;Febw"2,2016 00 72 00-1 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 Claim 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 deemcd 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, light, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUC`floN sPECIFICNAIDN DOCUMENTS Revision Febmwy 2,2016 00 72 00-1 GENERAL CONDITIONS Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, walTanties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive Gal 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 convenicnce only and do not constitute parts of these General Conditions. r CITY OF FORT WORTH STANDAFD CONSTRUCTION sPFCIRCATiON DOCUMENTS Revision.FcbrOfY2,2016 007300-1 St]I'PLFMEIqTARY CONDITIONS Page I of 6 I SECTION 00 73 00 2 SUPPLEMENTARY CONDITIONS 3 TO 4 GENERAL CONDITIONS 5 6 7 Supplementary Conditions 8 9 These Supplementary Conditions modify and supplement Section 00 72 00-General Conditions,and other 10 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 11 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions 12 of the General Conditions which are not so modified or supplemented remain in full force and effect. 13 14 Defined Terms 15 16 The term used in these Supplementary Conditions which are defined in the General Conditions have the s 17 meaning assigned to them in the General Conditions,unless specifically noted herein. 18 19 Modifications and Supplements 20 21 The following are instructions that modify or supplement specific paragraphs in the General Conditions an 22 other Contract Documents, 23 24 SC-3.038.2,"Resolving Discrepancies" 25 26 Plans govern over Specifications. 27 28 SC-4.01A 29 30 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. 31 Upon receiving the final easements descriptions,Contractor shall compare them to the lines shown on the 32 Contract Drawings. 33 34 SC-4.01A.1.,"Availability of Lands" 35 36 The following is a list of known outstanding right-of-way,and/or easements to be acquired,if any as o 37 December 14,2018: 38 39 Outstanding Right-Of-Way,and/or EassemeFnttss to Be Acquired TARGET DATE OWNER OF POSSESSION N TMBER "None" 40 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 41 and do not bind the City. 42 43 If Contractor considers the final easements provided to differ materially from the representations on t h e 44 Contract Drawings, Contractor shall within five(5)Business Days and before proceeding with the Work, 45 notify City in writing associated with the differing easement line locations. 46 47 SC-4.01A.2,"Availability of Lands" 201$CLP Concrete Restoration Contract 6 CITY OF FORT WORTH IOJ569 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcvised January 22,20I6 00 73 00-2 SUPPLEMENTARY CONDITIONS Page 2 of 6 1 2 Utilities or obstructions to be removed,adjusted,and/or relocated 3 4 The following is list of utilities and/or obstructions that have not been removed,adjusted,and/or relocate 5 as of December 14,2018 6 'TARGET DATE OF EXPECTED UTILTTY AND LOCATION ADJUSTMENT OWNER "None" 7 The Contractor understands and agrees that the dates listed above are estimates only,are not guaranteed, 8 and do not bind the City. 9 10 SC-4.02A.,"Subsurface and Physical Conditions" 11 12 The following are reports of explorations and tests of subsurface conditions at the site of the War 13 14 View Soil Lab test hole reports on Buzzsaw 15 16 The following are drawings of physical conditions in or relating to existing surface and subsurface 17 structures(except Underground Facilities)which are at or contiguous to the site of the Work: 18 19 "None" 20 21 SC-4.06A.,"Hazardous Environmental Conditions at Site" 22 23 The following are reports and drawings of existing hazardous environmental conditions known to the City: 24 "None" 25 26 SC-5.03A.,"Certificates of Insurance" 27 includin theh'respective 28 The entities listed below are additional insureds as their interest may appear,, g 29 officers,directors,agents and employees. 30 31 (1) City 32 (2) Consultant: "Norte" 33 (3) Other: 'None 34 35 36 SC-5,04A,,"Contractor's Insurance" 37 38 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 39 coverages for not less than the following amounts or greater where required by laws and regulations: 40 ion,under Paragraph GC-5.04A. 41 5.04A.Workers'Compensat 42 43 Statutory limits 44 Employer's liability 45 $100,000 each accident/occurrence 46 $100,000 Disease..each employee 47 $500,000 Disease-policy limit 48 49 SC-5.04B.,"Contractor's Insurance" 2018 C1P Concrete Restoration Contract 6 CITY OF FORT WORTH 101569 STANDARD CONSTRUCTION SPECIFICAfION DOCUMENTS Revised lanwry 22.2016 007300-3 SUPPLEMENTARY CONDITIONS Paagc 3 of 6 1 2 5.04B.Commercial General Liability,under Paragraph GC-5.04B. Contractor's Liability Insurance 3 under Paragraph GC-5.04B„which shall be on a per project basis covering the Contractor with 4 minimum limits of: 5 6 $1,000,000 each occurrence 7 $2,000,000 aggregate limit 8 Limits of insurance}making the 9 The policy must have an endorsement(Amendment-Aggregate 10 General Aggregate Limits apply separately to each job site. 11 " and"U" e's. 12 The Commercial General Liability Insurance policies shall provide X ,"C",' coves g 13 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 14 15 SC 5.04C., ,Contractor's Insurance" 16 5.04C. Automobile Liability,under Paragraph GC-5.04C.Contractor's Liability ousts: Insurance under 17 Paragraph GC-5.04C.,which shall be in an amount not less than the following amounts 18 19 (1) Automobile Liability_a commercial business policy shall provide coverage on"Any Auto", 20 defined as autos owned,hired and non-owned. 21 22 $1,000,000 each accident on a combined single limit basis,Split limits are acceptable if limits are at 23 least: 24 25 $250,000 Bodily Injury per person/ 26 $500,000 .bodily Injury per accident/ 27 $100,000 Property Dam age 28 29 SC-5.04D.,"Contractor's Insurance' 30 31 The Contractor's construction activities will require its employees,agents,subcontractors,equipment,an 32 material deliveries to cross railroad properties and tracks `None". 33 34 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere w 1 , 35 hinder,or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains 36 or other property. Such operations on railroad properties may require that Contractor to execute a"Right of 37 Entry Agreement"with the particular railroad company or companies involved,and to this end the 38 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute 39 the right-of-entry(if any)required by a railroad company.The requirements specified herein likewise relate 40 to the Contractor's use of private and/or construction access roads crossing said railroad company's 41 properties. 42 43 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide 44 coverage for not less than the following amounts,issued by companies satisfactory to the City and to the 45 Railroad Company for a term that continues for so long as the Contractor's operations and work cross, 46 occupy,or touch railroad property: 47 $NZA 48 (1) General Aggregate: 49 $NIA 50 (2) Each Occurrence: 51 ,y Not required for this Contract 52 Required for this Contract 53 54 With respect to the above outlined insurance requirements,the following shall goverrv. 55 2018 CIP Concrete 12eptoration Contract 6 CITY OF FORT WORTH 101569 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 3anuary 22,2016 007300-4 Si)PPT EMENTAR'Y CONDITIONS Pago 4 of 6 1 1, where a single railroad company is involved,the Contractor shall provide one insurance policy in 2 the name of the railroad company. However, if more than one grade separation or at-grade 3 crossing is affected by the Project at entirely separate locations on the line or lines of the same be required,each in the amount stated above. 4 railroad company,separate coverage may 5 6 2. Where more than one railroad company is operating on the same right-of-way or where several 7 railroad companies are involved and operated on their own separate rights-of-way,the Contractor 8 may be required to provide separate insurance policies in the name of each railroad company. 9 p g g ty. p p 10 3. If,in addition to a Wade separation or an at-grade crossing,,other work or activi is ro ose on a 11 railroad company's Tight-of-way at a location entirely separate from the grade separation or at- 12 1 grade crossing,insurance coverage for this work must be included in the policy covering the grade 13 separation. 14 15 4, If no grade separation is involved but other work is proposed on a railroad company's right-o - 16 way,all such other work may be covered in a single policy for that railroad,even though the work 17 maybe at two or more separate locations. 1$ 19 No work or activities on a railroad company's property to be performed by the Contractor sha e 20 commenced until the Contractor has furnished the City with an original policy or policies of the insurance 21 for each railroad company named,as required above. All such insurance must be approved by the City and 22 each affected Railroad Company prior to the Contractor's beginning work- 23 24 The insurance specified above must be carried until all work to be performed on the railroad right-of-way 25 has been completed and the.grade crossing,if any,is no longer used by the Contractor. In addition, 26 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. 27 Such insurance must name the railroad company as the insured,together with any tenant or lessee of the 28 railroad company operating over tracks involved in the Project. 29 30 SC-6.04.,"Project Schedule" 31 32 Project schedule shall be tier 3 for the project. 33 34 SC-6.07.,"Wage Rates" 35 36 The following is the prevailing wage rate table(s)s)a pP licable to this project and is provided in the 37 Appendixes: 38 GC—6.07, "2013 Prevailing Wage Rates(Highway&Heavy Construction Projects" 39 40 SC-6.09.,"Permits and Utilities" 41 42 SC-6.09A.,"Contractor obtained permits and licenses" 43 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 44 Fort Worth City Street Use Permit 45 46 SC-&09B."City obtained permits and licenses" 47 The following are known permits and/or licenses required by the Contract to be acquired by the City: 48 "None" 49 50 SC-6.09C."Outstanding permits and licenses" 51 52 The following is a list of known outstanding permits and/or licenses to be acquired,if any as of Decem et' 53 14, 2018: 54 55 Outstanding Permits and/or Licenses to Be Acquired 2018 CIP concrete Restoration Co ItQI5G9 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22,2016 00 73 00-5 SUPPLEMENTARY CONDITIONS Pago 5 of 6 OWNER PERMIT OR LICENSE AND LOCATION FARGET DATE OF POSSE TON "None" "None" "Done" I 2 SC-6.24B.,"Title VI,Civil Rights Act of 1964 as amended[OMITTED] 3 4 5 SC-7A2.,"Coordination" 6 7 The individuals or entities listed below have contracts with the City for the performance of other workat 8 the Site; Vendor Scope of Work Coordination Authori `None" None,, 'None" 10 11 12 SC-8.01,"Communications to Contractor" 13 14 1. Temporary project signage: During construction, two project signs shall be provided for each 15 street under construction 16 2. .ill removed materialldebris must be hauled off to a writable dumpsite within the same day. 17 3. Contractor shall saw-cut curb and gutter and/or pavement prior to removal. 18 4. Contractor shall bacl�ll behind the curb, driveways,sidewalks, 4D.1 ramps, etc.within f ve(3) 19 days from the date the flatwork is completed. 20 21 22 Se-9.oL,"City's Project Manager" 23 24 The City's.Project Manager for this Contract is Greg Robbins,PE or his successor pursuant to written 25 notification from the Director of Transportation and Public Works. 26 27 SC-13.03C.,"Tests and Inspections" 28 29 -None,, 30 31 SC-16.01C.1,"Methods and Procedures" 32 33 'None" 34 35 36 END OF SECTION 2018 CIP Concrete Restoration Contract 6 CITY OF FORT WORTH 101569 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22.,2016 007300-6 SUPPLEML,NTARY CONDITIONS Page 6 of 6 Revision Log DATE NAME SUMMARY OF CHANGE 1/22/241fi P.Griffin SC-9,41.,"city's Project Representative"wording changed to City's Project Manager. 2018 CIP Concrete Restoration Co CITY OF FORT WOR111 101569 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised lanuary 22,2016 011100-1 SUMMARY OF WORK Page 103 I SECTION 01 11 00 2 SUMMARY OF WORK 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes; 6 1, Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification g 1. Mobilization and demobilization will be subsidiary to this projectpay items, not 9 .separate pay. No payment will be made for mobilization and demobilization from 10 one location to another in normal progress ofperforming the work. Remobilization 11 pay item may be paid for suspension of work specifically required in the contract 12 documents or as requested by the City. 13 C. Related Specification Sections include,but are not necessarily limited to: 14 1. Division 0-Bidding Requirements,Contract Forms,and Conditions of the Contract 15 2. Division 1 -General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 11 A. Measurement and Payment 1s 1. Work associated with this Item is considered subsidiary to the various items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES INOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS 22 A. Work Covered by Contract Documents 23 1. Work is to include fumisbing all labor,materials,and equipment,and performing 24 all Work necessary for this construction project as detailed in the Drawings and 25 Specifications. 26. B. Subsidiary Work 27 1. Any and all Work specifically governed by documentary requirements for the 28 project,such as conditions imposed by the Drawings or Contract Documents in 29 which no specific item for bid has been provided for in the Proposal and the item is 30 not a typical unit bid item included on the standard bid item list,then the item shall 31 be considered as a subsidiary item of Work,the cost of which shall be included in 92 the price bid in the Proposal for various bid items. 33 2. Mobilization and demobilization will not be paid directly but shall be considered 34 subsidiary to the major items of work. No payment will be made for mobilization 35 and demobilization from one location to another in normal progress ofperforming 36 work. 37 C. Use of Premises 38 1. Coordinate uses of premises under direction of the City. 2a18 cip concrete Rmytoration contract 6 CITY OF FORT WORTH 101569 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rayssed December 20,2012 01 11 00-2 SUMMARY OT WORK Page 2 of 3 1 2. Assume full responsibility for protection and safekeeping of materials and 2 equipment stored on the Site. 3 3. Use and occupy only portions of the public streets and alleys,or other public places 4 or other lights-of-way as provided for in the ordinances of the City,as shown in the 5 Contract Documents,or as may be specifically authorized in writing by the City. 6 a. A reasonable amount of tools,materials,and equipment for construction 7 purposes may be stored in such space,but no more than is necessary to avoid 8 delay in the construction operations. 9 b. Excavated and waste materials shall be stored in such a way as not to interfere 10 with the use of spaces that may be designated to be left free and unobstructed I and so as not to inconvenience occupants of adjacent property. 12 c. If the street is occupied by railroad tracks,the Work shall be carried on in such 13 manner as not to interfere with the operation of the railroad. 14 1) All Work shall be in accordance with railroad requirements set forth in 15 Division 0 as well as the railroad permit. 16 D. Work within Easements 17 1. Do not enter upon private property for any purpose without having previously 18 obtained permission from the owner of such property. 19 2. Do not store equipment or material on private property unless and until the 20 specified approval of the property owner has been secured in writing by the 21 Contractor and a copy furnished to the City. 22 3. Unless specifically provided otherwise,clear all rights-af way or easements of 23 obstructions which must be removed to make possible proper prosecution of the 24 Work as a part of the project construction operations. 25 4. Preserve and use every precaution to prevent damage to,all trees,shrubbery,plants, 26 lawns,fences,culverts,curbing,and all other types of structures or improvements, 27 to all water,sewer,and gas lines,to all conduits,overhead pole lines,or 2g appurtenances thereof,including the construction of temporary fences and to all 29 other public or private property adjacent to the Work. 30 5. Notify the proper representatives of the owners or occupants of the public or private 31 lands of interest in lands which might be affected by the Work. 32 a. Such notice shall be made at least 48 hours in advance of the beginning of the 33 Work. 34 b. Notices shall be applicable to both public and private utility companies and any 35 corporation,company,individual,or other,either as owners or occupants, 36 whose land or interest in land night be affected by the Work. 37 c. Be responsible for all damage or injury to property of any character resulting 38 from any act,omission,neglect,or misconduct in the manner or method or 39 execution of the Work,or at any time due to defective work,material,or 40 equipment. 41 6. Fence 42 a. Restore all fences encountered and removed during construction of the Project 43 to the original or a better than original condition. 44 b. Erect temporary fencing in place of the fencing removed whenever the Work is 45 not in progress and when the site is vacated overnight,and/or at all times to 46 provide site security. 2018 CIP Conerefe Restoration Conto1569 CITY OF PORT WORTH STANDARD CONSTRUCTION SFECIFICATION DOCUMENTS Revised December 20,202 011100-3 SUMMARY OF WORK Page 3 of 3 1 C. The cost for all fence work within easements,including removal,temporary 2 closures and replacement,shall be subsidiary to the various items bid in the 3 project proposal,unless a bid item is specifically provided in the proposal. 4 1.5 SUBMITTALS [NOT USED] 5 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 6 1.7 CLOSEOUT SUBMITTALS [NOT USED] 7 1.8 MAINTENANCE MATE,RLA_L SUBMITTALS ]NOT USED] 8 1.9 QUALITY ASSURANCE ]NOT USED] 9 1.10 DELIVERY,STORAGE,AND HANDLING]NOT USED] 10 1.11 YIELD [SITE] CONDITIONS [NOT USED] 11 1.12 WARRANTY[NOT USED] 12 PART 2- PRODUCTS [NOT USED] 13 PART 3- EXECUTION [NOT USED] 14 END OF SECTION 15 Revision Log DAZE NAME SUMMARY OF CHANGE 16 CTTY OF FORT WORTH 2ol8 cv,Concrete Restoration Contract 6 STANDARD COTRUCTION SPECIFICATION DOCUMENTS 101569 NS Revised Decembrr 20,201E 01 25 00-1 SUBSTITUTION PROCEDURES Page I of 4 1 SECTION 01 zS 00 2 SUBSTIwrioN PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or g defined by reference to I or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor I c. "Trade name 12 d. Catalog number 13 2. Substitutions are not"or-equals". 14 B. Deviations from this City of Port 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 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMMS1RATIVEREQUIREMENTS 25 A. Request for Substitution-General the City will 26 1. Within 30 days after award of Contract(unless noted otherwise), Y 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 2-9 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors,trade names,or 31 catalog numbers. 32 a. When this method of specifying is used,it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names,or catalog numbers,provided said products are"or-equals," as 35 determined by City. kinds of material may be acceptable substitutions 36 3. Other types of equipment and 37 under the following conditions: 38 a. Or-equals are unavailable due to strike,discontinued production of products 39 meeting specified requirements,or other factors beyond control of Contractor; 40 or, 2018 C1P Concrete Restoration Contract L CITY OF FORT WORTH 101569 . STANDARD CONSTRUCTION SPECIFICATION DOCUMl1NTS Revised MY t,2011 01 25 00--2 SU13STIT'[1TION PROCEDURES Page 2 of 4 1 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 J.5 SUBMITTALS 3 A. See Request for Substitution Form(attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein g 2. Submit 3 copies of each written request for substitution,including: 9 a. Documentation to 1) Complete data substantiating compliance of proposed substitution with I Contract Documents 12 2) Data relating to changes in construction schedule,when a reduction is 13 proposed 14 3) Data relating to changes in cost 1s b. For products 16 1) Product identification 17 a) Manufacturer's name 19 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product,including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including,but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 29 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Availabie field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 39 u. for construction methods: 39 1) Detailed description of proposed method 40 2) Illustration drawings 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved,the resulting cost and/or time reduction 46 will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH 2O18 CIP Corcrele Restoration Coulracf 6 STANDARD CONSTRUCTION SJ WTICKr1ON DOCUMENTS SgLS69 Revised July 1,2011 012500-3 SUBSTITUTION PROCEDURES Page 3 vf4 1 4, No additional contract time will be given for substitution. 2 S. Substitution will be rejected if: 3 a. Submittal is not through the Contractor with his stamp of approval 4 b. Request is not made in accordance with this Specification Section 5 C. In the City's opinion,acceptance will require substantial revision of the original 6 design 7 d. In the City's opinion,substitution will not perform adequately the function g consistent with the design intent 9 1.6 ACTION SUBMITTALSANFORMATIONAI,,SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USE, 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE 13 A. In malting request for substitution or in using an approved product,the Contractor 14 represents that the Contractor: 15 1. Has investigated proposed product,and has determined that it is adequate or 16 superior in all respects to that specified,and that it will perform function-for which 17 it is intended 18 2. Will provide same guarantee for substitute item as for product specified 19 3. Will coordinate installation of accepted substitution-into Work,to include building 20 modifications if necessary,making such changes as may be required for Work to be 21 complete in all respects 22 4. Waives all claims for additional costs related to substitution which subsequently 23 arise 24 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 25 1.11 FIELD [SITE] CONDITIONS[NOT USE, 26 112 WARRANTY[NOT USED] 27 PART 2- PRODUCTS[NOT USED] 28 PART 3- EXECUTION [NOT USED] 29 END OF SECTION 30 Revision Log DATE NAME SUMMARY OF CHANGE tom CTP Concrete Restoration Contract 6 CITY OFrioRT WORTH 101569 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 012500-4 SUBSTITUTION PROCEDURES Puge 4 oF4 1 EXHIBIT A 2 REQUEST NOR SUBSTITUTION FORM: 3 4 TO: 5 PROJECT: DATE: 6 We hereby submit for youx consideration the following product instead of the specified item for 7 the above project: SPECIFIED 8 SECTION PARAGRAPH 9 ITEM 10 11 12 Proposed Substitution: 13 Reason for Substitution: 14 Include complete information on changes to Drawings and/or Specifications which proposed 15 substitution will require for its proper installation. 16 17 Fill in Blanks Below: 18 A. Will the undersigned contractor pay for changes to the building design,including engineering 19 and detailing costs caused by the requested substitution? 20 21 22 B. What effect does substitution have on other trades? 23 24 25 C. Differences between proposed substitution and specified item? 26 27 28 D. Differences in product cost or product delivery time? 29 30 31 E. Manufacturer's guarantees of the proposed and specified items are: 32 33 Equal Better(explain on attachment) 34 The undersigned states that the function, appearance and quality arc equivalent or superior to the 35 specified item. 36 Submitted By: Far Use by City 37 38 Signature _Recommended Recommended 39 as noted 40 Not recommended —Received late 41 Finn By 42 Address D 43 ate 44 Date Remarks 45 Telephone 46 47 For Use by City: 48 Rejected 49 Approved Date 50 City 2618 CIP Concrete Resto•ation Contract 6 CITY OF FORT WORTH 101569 STANDARD CONSTRUCTION SpEcI71CATION DOCUMENTS Revised July 1,2011 013119-1 pRFCONSTRUCTION hffli-TING Pagel 03 I SECTION 01 31 19 2. pRECONSTRUCTION MEETING 3 pARTI - GENERAL 4 11 SUMMARY 5 A. Section Includes: 6 1. provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1, None. 10 C, Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 12 2. Division 1---General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 20 1. Attend preconstmetion meeting. 21 2. Representatives of Contractor,subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded,tapes will be used to prepare minutes and retained by City far 25 future reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the execution of the 28 Agreement and before Work is started. 29 a_ The meeting will be scheduled and administered by the City. 30 2. The Project Representative wilt preside at the meeting,prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. project Representative 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request tom GIP Concrete,Resioration Contract 6 CITY OF PORT WORTH 101569 STANDARD CONSTRUCTION SpEciFICATIONDOCUMENTS Revised August 17,2012 011119-2 FRECONSTRUCTION MEETING Page 2 of 3 1 c. Other City representatives 2 f. Others as appropriate 3 4. Construction Schedule 4 a. Prepare baseline construction schedule in accordance with Section Ol 32 16 and 5 provide at Preconstruction Meeting. 6 b. City will notify Contractor of any schedule changes upon Notice of 7 Preconstruction Meeting. 8 5. Preliminary Agenda may include: 9 a. Introduction of Project Personnel 10 b. General Description of Project 11 c. Status of right-of-way,utility clearances,casements or other pertinent permits 12 d. Contractor's work plan and schedule 13 e. Contract Time 14 f, Notice to Proceed 15 g. Construction Staking 16 h. Progress Payments 17 i. Extra Work and Change Order Procedures 18 j. Field Orders 19 k. Disposal Site Letter for Waste Material 20 1. insurance Renewals 21 m. Payroll Certification 22 n. Material Certifications and Quality Controt Testing 23 o. Public Safety and Convenience 24 p. Documentation of Pre-Construction Conditions 25 q. Weekend Work Notification 26 r. Legal Holidays 27 s. Trench Safety Plans 28 t. Confined Space Entry Standards 29 u. Coordination with the City's representative for operations of existing water 30 systems 31 v. Storm Water Pollution Prevention Plan 32 w. Coordination with other Contractors 33 x. Early Warning System 34 y. C ontractor Evaluation 35 z. Special Conditions applicable to the project 36 aa. Damages Claims 37 bb. Submittal Procedures 38 cc. Substitution Procedures 39 dd. Correspondence Routing 40 cc. Record Drawings 41 ff. Temporary construction facilities 42 gg. M/WBE or MBE/SBE procedures 43 hh. Final Acceptance 44 ii. Final Payment 45 jj, Questions or Comments 2018 C1P Comrole Resto,alion Contract 6 CITY OF FORT WORTH 101569 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17,2012 01 31 19-3 PRECONSTRUCTION h0y-TJlgG Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE NIATERTAI,SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USE, 6 1.10 DELIVERY,STORAGE,AND I3ANDLING[NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] g 1.12 WARRANTY INOT USED] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3- EXECUTION[NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 2018 CIP Concrete Resloralion Contract 6 CITY OF 11ORT WORTH I015459 STANDARD CONSTRUCTION SPECIFICATION DOCUM13NTS Revised August 17,2012 a13120-1 PaOS ECT WhTINGS Page 1 Of 1 SECTION 013120 2 PROJECT MEETINGS 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for project meetings throughout the construction period to enable orderly 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations this City of Port Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include,but are not necessarily limited to: 12 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 13 2. Division 1—General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Iteln is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES[NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Schedule,attend and administer as specified,periodic progress meetings,and 22 specially called meetings throughout progress of the Work. 23 2. Representatives of Contractor,subcontractors and suppliers attending meetings 24 shall be qualified and authorized to act on behalf of the entity each.represents. 25 3. Meetings administered by City may be tape recorded. 26 a. If recorded,tapes will be used to prepare minutes and retained by City for 27 future reference. 28 4. Meetings,in addition to those specified in this Section,may be held when requested 29 by the City,Engineer or Contractor. 30 B. pre-Construction Neighborhood Meeting 31 1. After the execution of the Agreement,but before construction is allowed to begin, 32 attend I Public Meeting with affected residents to: 33 a. Present projected schedule,including construction start date 34 b. Answer any construction related questions 35 2. Meeting Location 36 a. Location of meeting to be determined by the City. 37 3. Attendees 38 a. Contractor 20)8 elp Conetete.8esiovation Contract 6 CITY OF FORT WORTH 1015.69 STANDARD CONSTRUCTION spr.cmcAmON DOCUMENTS Revised July 1,2011 o13120-2 PROJECT MEETINGS Page 2 of 3 1 b. Project Representative 2 C. Other City representatives 3 4. Meeting Schedule q a. In general,the neighborhood meeting will occur within the 2 weeks following 5 the pre-construction conference. 6 b. In no case will construction be allowed to begin until this meeting is held. 7 C. Progress Meetings g 1. Formal project coordination meetings will beheld periodically. Meetings will be 9 scheduled and administered by Project Representative. 10 2. Additional progress meetings to discuss specific topics will be conducted on an as- 11 needed basis. Such additional meetings shall include,but not be limited to: 12 a. Coordinating shutdowns 13 b. Installation of piping and equipment 14 G. Coordination between other construction projects 15 d. Resolution of construction issues 16 e. Equipment approval 17 3. The Project Representative will preside at progress meetings,prepare the notes of is the meeting and distribute copies of the same to all participants who so request by 19 fully completing the attendance form to be circulated at the beginning of each 20 meeting. 21 4. Attendance shall include: 22 a. Contractor's project manager 23 b. Contractor's superintendent 24 c. Any subcontractor or supplier representatives whom the Contractor may desire 25 to invite or the City may request 26 d. Engineer's representatives 27 e. City's representatives 28 f Others,as requested by the Project Representative 29 5. Preliminary Agenda may include: 30 a. Review of Work progress since previous meeting 31 b. Field observations,problems, conflicts 32 C. Items which impede construction schedule 33 d. Review of off site fabrication,delivery schedules 34 e. Review of construction interfacing and sequencing requirements with other 35 construction contracts 36 f. Corrective measures and procedures to regain projected schedule 37 g. Revisions to construction schedule 38 h. Progress,schedule,during succeeding Work period 39 i. Coordination of schedules 40 j. Review submittal schedules 41 k. Maintenance of quality standards 42 1. Pending changes and substitutions 43 m. Review proposed changes for: 44 1) Effect on construction schedule and on completion date 45 2) Effect on other contracts of the Project 46 n. Review Record Documents 47 o. Review monthly pay request 48 p. Review status of Requests for Information tom CIAConcrele Restoration Contract 6 CITY OF FORT WORTH 101569 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 01 31 20-3 PROJECT MEETJNGS Page 3 00 1 6, Meeting Schedule 2 a. Progress meetings will be held periodically as determined by the Project 3 Representative. 4 1) Additional meetings may be held at the request of the: 5 a) City 6 b) Engineer 7 c) Contractor 8 7. Meeting Location 9 a. The City will establish a meeting location. to 1) To the extent practicable,meetings will be held at the Site. 11 1.5 SUBMITTALS [NOT USED] 12 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 13 1.9 QUALITY ASSURANCE [NOT USED] 16 1.10 DELIVERY,STORAGE,AND IIANDLING[NOT USED] 17 1.11 FIELD [81Tb:] CONDITIONS [NOT USED] 18 1.12 WARRANTY[NOT USED] 19 PART 2- PRODUCTS[NOT USE, 20 PART 3- EXECUTION[NOT USED] 21 END OF SECTION 22 Revision Log DATE NAME SUMMARY OF CHANGE 23 2018 CIP Concrete Restoration'Contract 6 CITY OF FORT WORTH 101569 ,STANDARD CONSTRUCTION sPECIIrICATION DOCUMENTS Revised July 1.2011 01 3233-1 PRECONSTRUCTION VIDEO Page 1 of 2 1 SECTION 0132 33 2 PRECONSTRUCTION VIDEO 3 PART 1- GENERAL 4 11 SUMMARY 5 A. Section includes: 6 1. Administrative and procedural requirements for: 7 a. Precorlstruction Videos S B. Deviations from this City of Port Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 12 2. Division 1---General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment,including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS[NOT USED] 27 1.7 CLOSEOUT SUBMITTALS NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 19 QUALITY ASSURANCE[NOT USED] 30 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 31 1.11 FIELD [SITE] CONDITIONS NOT USED] 32 1.12 WARRANTY[NOT USED] 33 PART 2- PRODUCTS NOT USED] CITY OF I ORT WORTH201 S CIP Cancrels Reslorallan Contrael 6 E01569 STANDARD CONSTRUC"PION SPECIFICATION DOCOMENTS Revised July 1,2011 013233-2 P1tECONSTIZUCTION VIDEO Page 2 of 2 1 PART 3- EXECUTION INOT USE, 2 END OF, SECTION 3 Revision Log DATE NAME SUMMARY OF CHANGE 4 CITY OF FORT WORTH tom Cd�P Concrete Resloration Contract 6 101569 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised lily I,2011 01 33 00-1 SUBMITTALS Page 1 of 8 I SECTION 0133 00 2 SUBMITTALS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work-related submittals: g a. Shop Drawings 9 b. Product Data(including Standard Product Dist submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0—Bidding Requiremen(s,Contract Forms and Conditions of the Contract 16 2. Division 1—General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 I. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payinent will be allowed for this Item. 21 13 REFERENCES [NOT USE, 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination. 24 1. Notify the City in writing,at the time of submittal,of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal'Times 27 a. Prepare,prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities,or within the time 29 specified in the individual Work Sections,of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including,but not limited to: 32 a) Disapproval and resubmittal(if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 c) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Worlc. 2018 CiP Concrete Restoration Co traci 6 CITY OF TORT WORTH 101569 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 0I3300-2 SuriM7T1AIS Pago 2 or S 1 d- Make submittals promptly in accordance with approved schedule,and in such 2 sequence as to cause no delay in the Work or in the work of any other 3 contractor. 4 B. Submittal Numbering 5 1. When submitting shop drawings or samples,utilize a 9-character submittal cross- 6 reference identification numbering system in the following manner: 7 a. Use the first 6 digits of the applicable Specification Section Number. 8 b. For the next 2 digits number use numbers 01-99 to sequentially number each 9 initial separate item or drawing submitted under each specific Section number. 10 c. Last use a letter,A-Z,indicating the resubmission of the same drawing(i.e. 11 A=2nd submission,B-3rd submission,C=4th submission,etc.). A typical 12 submittal number would be as follows: 13 14 03 30 00-08-B 15 16 1) 03 30 00 is the Specification Section for Concrete 17 2) 08 is the eighth initial submittal under this Specification Section 18 3) B is the third submission(second resubmission)of that particular shop 19 drawing 20 C. Contractor Certification 21 1. Review shop drawings,product data and samples,including those by 22 subcontractors,prior to submission to determine and verify the following: 23 a. Field measurements 24 b. Field construction criteria 25 c. Catalog numbers and similar data 26 d. Conformance with the Contract Documents 27 2. Provide each shop drawing,sample and product data submitted by the Contractor 28 with a Certification Statement affixed including: 29 a. The Contractor's Company name 30 b. Signature of submittal reviewer 31 c. Certification Statement 32 1) `By this submittal,I hereby represent that 1 have determined and verified 33 field measurements,field construction criteria,materials,dimensions, 34 catalog numbers and similar data and I have checked and coordinated each 35 item with other applicable approved shop drawings." 36 D. Submittal Format 37 1. Fold shop drawings laxger than 8'/2 inches x 11 inches to 8'/z inches x pinches. 38 2. Bind shop drawings and product data sheets together. 39 3. Order 40 a. Cover Sheet 41 1) Description of Packet 42 2) Contractor Certification 43 b. List of items I Table of Contents 44 c. Product Data/Shop Drawings/Samples/Calculations 45 E. Submittal Content 46 1. The date of submission and the dates of any previous submissions 201$CIP Concrete Restoration Contract 6 CITY OF FORT WORTH 101569 STANDARD CONSTRUCTION sPECIFICATION DOCUMENTS Revised December 20,2012 013300-3 SUBMITTALS Page 3 of 8 1 2, The Project title and number 2 3. Contractor identification 3 4. The names of: 4 a. Contractor 5 b. Supplier 6 c, Manufacturer 7 S. Identification of the product,with the Specification Section number,page and 8 paragraph(s) 9 6. Field dimensions,clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards,such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F, Shop Drawings 16 1. As specified in individual Work Sections includes,but is not necessarily limited to: 17 a. Custom-prepared data such as fabrication and erection/installation(working) 18 drawings 19 b, Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 f Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data. 34 1. For submittals of product data for products included on the City's Standard Product 35 List,clearly identify each item selected for use on the Project. 36 2. For submittals of product data-for products not included on the City's Standard 37 Product List,submittal data may include,but is not necessarily limited to; 38 a. Standard prepared data for manufactured products(sometimes referred to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing-m.diagrams and templates 45 5) Catalog cuts 46 6) Pro duct photographs CITY OF PORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 20,2012 01 331)0-4 SUEMITTALS Page 4 of 8 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational range diagrams 3 9) Production or duality control inspection and test reports and certifications 4 10)Mill reports 5 11)Product operating and maintenance in and recommended 6 spare-parts listing and printed product warranties 7 12)As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections,include,but are not necessarily limited to: 10 a. Physical examples of the Work such as: 11 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing,as applicable to the Work 18 I. Do not start Work requiring a shop drawing,sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed,materials purchased or on-site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 2. The City will not be liable for any expense or delay due to corrections or remedies 24 required to accomplish conformity. 25 3. Complete project Work,materials,fabrication,and installations in conformance .26 with approved shop drawings,applicable samples,and product data. 27 J. Submittal Distribution 28 1. l lcctronic Distribution 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City's Puzzsaw site,or another external FTP site approved by the 31 City. 32 b. Shop Drawings 33 1) Upload submittal to designated project directory and notify appropriate 34 City representatives via email of submittal posting. 35 2) Hard Copies 36 a) 3 copies for all submittals 37 b) If Contractor requires more than 1 hard copy of Shop Drawings 38 returned,Contractor shall submit more than the number of copies listed 39 above. 40 c. Product Data 41 1) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies 94 a) 3 copies for all submittals 45 d. Samples 46 1) Distributed to the Project Representative 47 2. Hard Copy Distribution(if required in lieu of electronic distribution) CITY OF FORT WORTH 2018 CIP Concrete Restoration Contract 6 I01569 STANDARD CONSTRUCTION SP)3CIF'ICATION DOCUMENTS Revised December 20,2012 013300-5 sUBMMALS Paga 5 of 1 a. Shop Drawings 2 1) Distributed to the City 3 2) Copies 4 a) 8 copies for mechanical submittals 5 b) 7 copies fox all other submittals 6 c) If Contractor requires more than 3 copies of Shop Drawings returned, 7 Contractor shall submit more than the number of copies listed above. 8 b. Product Data 9 1) Distributed to the City 10 2) Copies 11 a) 4 copies 12 c. Samples 13 1) Distributed to the Project Representative 14 2) Copies 1s a) Submit the number stated in the respective Specification Sections. 16 3. Distribute reproductions of approved shop drawings and copies of approved 17 product data and samples,where required,to the job site file and elsewhere as 18 directed by the City. directed by the City but not exceeding the number 19 a. Provide number of copies as 20 previously specified. 21 K, Submittal Review 22 1. The review of shop drawings,data and samples will be for general conformance 23 with the design concept and Contract Documents. This is not to be construed as: 24 a. Permitting any departure from the Contract requirements 25 b. Relieving the Contractor of responsibility for any errors,including details, 26 dimensions,and materials 27 c. Approving departures from details furnished by the City,except as otherwise 28 provided herein 29 2. The review and approval of shop drawings,samples or product data by the City 30 does not relieve the Contractor from his/her responsibility with regard to the 31 fulfillment of the terms of the Contract. 32 a. All risks of error and omission are assumed by the Contractor,and the City will 33 have no responsibility therefore. 34 3. The Contractor remains responsible for details and accuracy,for coordinating the 35 Work with all other associated work and trades,for selecting fabrication.processes, 36 for techniques of assembly and for performing Work in a safe manner. 37 4. If the shop drawings,data or samples as submitted describe variations and show a 38 departure from the Contract requirements which City finds to be in the interest of 39 the City and to be so minor as not to involve a change in Contract Price or time for 40 performance,the City may return the reviewed drawings without noting an 41 exception. 42 5. Submittals will be returned to the Contractor under 1 of the following codes: 43 a. Code 1 44 1) "NO EXCEPTIONS TAKEN"is assigned when there are no notations or 45 comments on the submittal. 46 a) When returned under this code the Contractor may release time 47 equipment and/or material for manufacture. 48 b. Code 2 CITX OF FORT WORTH 2O18 CIp Concrete,Restoration Cone act 6 STANDARD Co1VSTRUMON SPECIFICATION DOCUM�TS 101564 Revised December 20,2012 01 33 00-6 SUBMITTALS Pup 6 of a 1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 2 the notations and comments IS NOT required by the Contractor. 3 a) The Contractor may release the equipment or material for manufacture; 4 however,all notations and comments must be incorporated into the 5 final product. 6 c. Code 3 7 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is g assigned when notations and comments are extensive enough to require a 9 resubmittal of the package. 10 a) The Contractor may release the equipment or material far manufacture; 11 however,all notations and comments must be incorporated into the 12 final product. 13 b) This resubmttta is to address all comments,omissions and 14 non-conforming items that were noted. 15 c) Resubmittal is to be received by the City within 15 Calendar Days of 16 the date of the City Fs transmittal requiring the resubmittal. 17 d. Code 4 18 1) "NOT APPROVED"is assigned when the submittal does not meet the 19 intent of the Contract Documents. 20 a) The Contractor must resubmit the entire package revised to bring the 21 submittal into conformance. 22 b) It may be necessary to resubmit using a different manufacturer/vendor 23 to meet the Contract Documents, 24 6. Resubmittals 25 a. Handled in the same manner as first submittals 26 1) Corrections other than requested by the City 27 2) Marked with revision triangle or other similar method 28 a) At Contractor's risk if not marked 29 b. Submittals for each item will be reviewed no more than twice at the City's 30 expense. 31 1) All subsequent reviews will be performed at times convenient to the City 32 and at the Contractor's expense,based on the City's or City 33 Representative's then prevailing rates. 34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 35 all such fees invoiced by the City. 36 c. The need for more than 1 resubmission or any other delay in obtaining City's 37 review of submittals,will not entitle the Contractor to an extension of Contract 38 Time. 39 7. Partial Submittals 40 a. City reserves the right to not review submittals deemed partial,at the City's 41 discretion. 42 b. Submittals deemed by the City to be not complete will be returned to the 43 Contractor,and will be considered"Not Approved"until resubmitted_ 44 c. The City may at its option provide a list or mark the submittal directing the 45 Contractor to the areas that are incomplete. 46 S. If the Contractor considers any correction indicated on the shop drawings to 47 constitute a change to the Contract Documents,then written notice must be 48 provided thereof to the City at least 7 Calendar Days prior to release for 49 manufacture. 2018 OF Concrete Restoration Contract b CITY OF FORT WORTH 101569 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS RevircdDecembcr 20,2012 013300-7 SUBIV=ALS Pap 7of8 1 9. When the shop drawings have been completed to the satisfaction of the City,the 2 Contractor may carry out the Go Usti uction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Mach submittal,appropriately coded,will be returned within 30 Calendar Days 5 following receipt of submittal by the City. 6 L. Mockups 7 1. Mock Up units as specified in individual Sections,include,but are not necessarily g limited to,complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications,submit a P.E. 12 Certification for each item required. 13 N. Request for Information(RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Use the Request for information(RFI)form provided by the City. 21 3. Numbering of RFI 22 a. Prefix with"RFI"followed by series number,"- ",beginning with"O1"and 23 increasing sequentially with each additional transmittal. 24 4. Sufficient information shall be attached to permit a written response without further 25 information. 26 5. The'City will log each request and will review the request. 27 a. If review of the project information request indicates that a change to the 28 Contract Documents is required,the City will issue a Field Order or Change 29 Order,as appropriate. 30 1.5 SUBMITTALS INOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33. 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 35 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 36 1.11 FIELD [SITE] CONDITIONS [NOT USED] 37 1.12 WARRANTY[NOT USED] 2om CIp Concrete Kestorattnn Contract 6 CITY OF PORT WORTH 101569 STANDARD CONSTRUCTION SPECIFICATION DOCU'LY NTS Itevised December 20,2012 013300-8 SUBMITTALS Page 8❑f S 1 PART 2- PRODUCTS [NOT USED] 2 FART 3- EXECUTION[NOT USE, 3 END OF SECTION 4 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.4.K.8.Working Days modified to Calendar Aays 5 2018 CP Concrete Restoradoa Conlracl 6 CITY OF FORT WORTH 101569 STANDARD CONSTRUCI3ON SPECIFICATION DOCUMENTS Revised December 20,2012 0135 13-1 SPECIAL PROJECT PROCRDURRS Page 1 of 8 1 SECTION 01 35 13 2 SPECIAL PROJECT PROCEDURES 3 PA.RT 1- 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 g b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days I 1 e. Use of) xplosives,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 Port 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 I—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 2$ 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 hid 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 WORTH2018 CIP Cancrete Resforafion Contract G STANDARD CONSTRUCTION SPECIFICATION DOCUIv113NTS S015G9 Revised Member 20,2012 01 35 13-2 SPECIAL PROJECT PROCEDURES rage 2 of 6 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 comnnencing 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 05HA 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 roust 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 WORTH2018 C1p Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECICATION DOCUMENTS I01569 IT Revised December 20,2012 01 35 13--3 SPECIAL PROJECT PROCEDURES Page 3 of S 1 a. Notification sbali be given to: 2 1) The power company(example: ONCOR) 3 a) Maintain an accurate lag of all such calls to power company and record 4 action taken in each case. 5 b. Coordination with power company 6 1) Alter 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 hour. 33 2) However,the Contractor may begin work prior to 10:00 a.m.if: 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 2O18 CIP Concrete Restoration Coirwact 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 20,2012 of 35I3-4 SPECIAL PROJECT I'ROCEDWW9 Page 4 uES 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 wafter 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 2O18 CIP Concrete Resioratiai Contract 6 STANDARD CONSTIiiJCTION SPECIFICATION DOCUMPNTS 101569 Revised December 20,2012 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of B 1 b. Prepare flyer on the contractor's letterhead and include the following 2 information: - 3 1) Name of the project 4 2) City Project Number 5 3) Date of the interruption of service 6 4) Period the interruption will take place 7 5) Name of the contractor's foreman and phone number 8 6) Name of the City's inspector and phone number 9 c. A sample of the temporary water service interruption notification is attached as 10 Exhibit B. 11 d. Deliver a copy of the temporary interruption notification to the City inspector 12 for review prior to being distributed. 13 e. No interruption of water service can occur until the flyer has been delivered to 14 all affected residents and businesses. 15 f. Electronic versions of the sample flyers can be obtained from the Project 16 Construction Inspector. 17 J. Coordination with United States Army Corps of Engineers(USACE) 18 L At locations in the Project where construction activities occur in areas where 19 USACE permits are required,meet all requirements set forth in each designated 20 permit. 21 K. Coordination within Railroad Permit Areas 22 1. At locations in the project where construction activities occur in areas where 23 railroad permits are required,meet all requirements set forth in each designated 24 railroad permit. This includes,but is not limited to,provisions for: 25 a. Flagmen 26 b. Inspectors 27 c. Safety training 28 d. Additional insurance 29 c. Insurance certificates 30 £ Other employees required to protect the right-of-way and property of the 31 Railroad Company from damage arising out of and/or from the construction of 32 the project. Proper utility clearance procedures shall be used in accordance 33 with the permit guidelines. 34 2. Obtain any supplemental information needed to comply with the railroad's 35 requirements. 36 3. Railroad Flagmen 37 a. Submit receipts to City for verification of working days that railroad flagmen 38 were present on Site. 39 L. Dust Control 40 1. Use acceptable measures to control dust at the Site. 41 a. If water is used to control dust,capture and properly dispose of waste water. 42 b. If wet saw cutting is performed,capture and properly dispose of slurry. 43 M. Employee Parking 44 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH MIS CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION sPBCIFICATION DOCUMENTS 101569 Revised December 20,2012 013513-6 SPECIAL PROJECT PROCEDURES Page 6 of 9 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITI'ALSANFORMATIONAL SUBMITTALS [NOT USEDI 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.19 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 USE DI 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE - 1.43—Added requirement of compliance with health and Safety Code,'Title 9. 8/31/2012 D.Johnson Safety,Subtitle A.Public Safety,Chapter 752.High Voltage Overhead Tines. L4.E—Added Contractor responsibility for obtaining a TCEQ Air Permit CITY OF FORT WORTH2018 CIP Col7erele Reslomtioa Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 20,2012 013513-7 SPECIAL PROJECT PROCNDURES Page 7 of 8 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 8 CPN No.: 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 14 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE"CITY OF FORT 1s WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE HATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR'S SUPERINTENAt=NT> AT [TELEPHONE NO.> 29 30 OR 31 32 Mr. <CITY INSPECTOR> AT<TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817)392 8306 35 36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF PORT WORTH 2018 CCP Concrefe,Restoraflon Confract b STANDARD CONSTRUCTION SPECIFICA7JON DOCLENIENTS 10I569 Revised December 20,7012 013513-8 SPECIAL PR07ECT PROCEDURES Page 8 of 8 EXHIBIT B 2 FORTWORTIJ nor NO.XXXX Pirko'fD r"t ROTICE OF TEMPORARY WATER RER "- llgTERRUPTIOIN DUE TO UTILITY I&IPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICL�WILL BE INTERRUPTI D ON 13FTWEEN THE HOURS OF AND k II`YOU HAVE QUESTIONS ABOUT THIS SHUT OUT,PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMB GR) OR MR AT {CITY INSPECTOR) (TELEPHONE NUI BIM) THIS IMCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR 4 CIPY OP FORT WORTH2018 C1P Copocrefe Restoration Contracl 6 STANDARD CONSTRUCTION SPECIFICATION DOGUMENTS 1015G9 Revised December 20,2012 014523-1 TESTING AND INSPECTION SERVICES Page 1 nf2 1 SECTION 0145 23 2 TESTING AND INSPECTION SERVICES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations fl•om this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0--Bidding Requirements,Contract Forms and Conditions of the Contract 11 2. Division I—General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. Contractor is responsible for performing,coordinating,and payment of all 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) If the first Quality Assurance test performed by the City fails,the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor bave been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing 28 1.. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be performed by the City,notify City,sufficiently 31 in advance,when testing is needed. 32 b. When testing is required to be completed by the Contractor,notify City, 33 sufficiently in advance,that testing will be performed. 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to City's Buzzsaw site,or another external FTP site approved by 38 the City. CITY OF FORT WORTH 2O18 CIP Concrete,Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised July 1,2011 01 45 23-2 TESTING AND INSPECTION SERVICES Page 2 of 2 1 2) Upload test reports to designated project directory and notify appropriate 2 City representatives via email of submittal posting. 3 3) Hard Copies 4 a) 1 copy for all submittals submitted to the Project Representative 5 b. Hard Copy Distribution(if required in lieu of electronic distribution) 6 1) Tests performed by City 7 a) Distribute 1 bard copy to the Contractor 8 2) Tests performed by the Contractor 9 a) Distribute 3 hard copies to City's Project Representative 10 4. Provide City's Project Representative with trip tickets for each delivered load of 11 Concrete or Lime material including the following information: 12 a. Name of pit 13 b. Date of delivery 1d c. Material delivered 15 B. Inspection 16 1. Inspection of lack of inspection does not relieve the Contractor from obligation to 17 perform work in accordance with the Contract Documents. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE[NOT USED] 23 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 112 WARRANTY[NOT USED] 26 PART 2- PRODUCTS [NOT USED] 27 PART 3- EXECUTION [NOT USED] 28 END OF SECTION 29 Revision Log DAT13 NAME SUMMARY OF CI1ANCYE 30 CITY OF FORT 4VORITI 2w CIp Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOC:[1MF.NTS 101569 Reviscd July 1,2011 01 50 00-1 TEMPORARY FACILITIES AND CONTROL s Page 1 of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including,but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 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 Farms and Conditions of the Contract 17 2. Division 1—General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities 28 having jurisdiction. 29 e. Be responsible for utility service costs.until Work is approved for Final 30 Acceptance. 31 1) Included are fuel,power,light,heat and other utility services necessary for 32 execution,completion,testing and initial operation of Work. 33 2. Water 34 a. Contractor to provide water required for and in connection with Work to be 35 performed and for specified tests of piping,equipment,devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic 38 consumption by Contractor personnel and City's Project Representatives. 39 c. Coordination 40 1) Contact City 1 week before water for construction is desired CITY OF TORT WORTH 2O18 CIF Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIPICKr ION DOCUMENTS 101569 Rovised July 1,2011 01 50 00-2 TEMPORARY FACILITMS AND CONTROLS Page 2 of 4 i d, Contractor Payment for Construction Water 2 1) Obtain construction water meter from City for payment as billed by City's 3 established rates. 4 3. Electricity and Lighting 5 a, Provide and pay for electric powered service as required for Work,including 6 testing of Work. 7 1) Provide power for lighting,operation of equipment,or other use. S b. Electric power service includes temporary power service or generator to 9 maintain operations during scheduled shutdown. 10 4. Telephone 11 a. Provide emergency telephone service at Site for use by Contractor personnel 12 and others performing work or furnishing services at Site. 13 5. Temporary Reat and Ventilation 14 a. Provide temporary heat as necessary for protection or completion of Work. 15 b. Provide temporary heat and ventilation to assure safe working conditions. 16 B. Sanitary Facilities 17 1. Provide and maintain sanitary facilities for persons on Site. 18 a. Comply with regulations of State and local departments of health. 19 2. Enforce use of sanitary facilities by construction personnel at job site. 20 a. Enclose and anchor sanitary facilities. 21 b. No discharge will be allowed from these facilities. 22 e. Collect and store sewage and waste so as not to cause nuisance or health 23 problem. 24 d. Haul sewage and waste off-site at no less than weekly intervals and properly 25 dispose in accordance with applicable regulation. 26 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 27 4. Remove facilities at completion of Project 28 C. Storage Sheds and Buildings 29 1. Provide adequately ventilated,watertight,weatherproof storage facilities with floor 30 above ground level for materials and equipment susceptible to weather damage. 31 2. Storage of materials not susceptible to weather damage may be on blocks off 32 ground. . 33 3. Store materials in a neat and orderly manner. 34 a. Place materials and equipment to permit easy access for identification, 35 inspection and inventory. 36 4. Equip building with lockable doors and lighting,and provide electrical service for 37 equipment space heaters and heating or ventilation as necessary to provide storage 38 environments acceptable to specified manufacturers. 39 5. Fill and grade site for temporary structures to provide drainage away from 40 temporary and existing buildings. 41 6. Remove building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Provide and maintain for the duration or construction when required in contract 44 documents 45 E. Dust Control CITY OF FORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised July 1,201 t 015000-3 TNMPORARY FACILITIES AND CONTROLS Page 3 o£4 1 1. Contractor is responsible for maintaining dust control through the duration of the 2 project. 3 a. Contractor remains on-call at all times 4 b. Must respond in a timely manner 5 F. Temporary PrOtCCtiOu of C0118trUCtiOn 6 1. Contractor or subcontractors are responsible for protecting Work from damage due 7 to weather. 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USE, 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 14 1.11 FIELD [SITE] CONDITIONS[NOT USED] 15 1.12 WARRANTY[NOT USED] 16 PART 2- PRODUCTS [NOT USED] 17 PART 3- EXECUTION [NOT USED] 19 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION[NOT USED] 20 3.3 PREPARATION[NOT USE, 21 3.4 INSTALLATION 22 A. Temporary facilities 23 1. Maintain all tmporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR]1[RESTORATION] 25 3.6 RE-INSTALLATION 26 3.7 FIELD [oR1 SITE QUALITY CONTROL[NOT USE, 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING[NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 A. Temporary Facilities CITY OF FORT WORTH2018 C1P Concrete Restoration Cortraci 6 STANDARD CONSTRUCTION SPECIFIGNVION DOGtFMVNTS L01569 Revised July 1,2011 015000-4 'TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 1. Remove all temporary facilities and restore area after completian of the Work,to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION[NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHMENTS [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8 CITY OF PORT WORTH 2O18 GIP Concrete Restoration Conewd 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101564 Revised July 1,201 t 01 55 26-1 STREET USB PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page I of 3 I SECTION 0155 26 2 STRLET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes; 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include,but are not necessarily limited to: 13 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 14 2. Division 1—General Requirements 15 3. Section 34 71 13—Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 RETERENCE8 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification,unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices(TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. When traffic control plans are included in the Drawings,provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings,prepare traffic 32 control plans in accordance with Section 34 71 13 and submit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control,a City Street Use Permit is required. 37 a. To obtain Street Use Permit,submit Traffic Control Plans to City 38 Transportation and Public Works Department. CITY OF FORT WORTH 2O16 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUINONTS 101569 Revised July 1,2011 015526-2 STREET USEPERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 1) Allow a minimum of 5 working days for permit review. 2 2) Contractor's responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit,such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor's responsibility to coordinate review of Traffic Control 11 plans for Street Use Permit,such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction,then contact 14 City Transportation and Public Works Department,Signs and Markings Division to 15 remove the sign. 16 B. Temporary Signage 17 1. In the case of regulatory signs,replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices(NMCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete,to the extent that the permanent sign can be 22 reinstalled,contact the City Transportation and Public Works Department,Signs 23 and Markings�Division,to reinstall the permanent sign. 24 F. Traffic Control Standards 25 1. Traffic Control Standards can be found on the City's Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 32 1.11 FIELD jSITE] CONDITIONS [NOT USED] 33 1.12 'WARRANTY[NOT USED] 34 PART 2- PRODUCTS [NOT USED] 35 PART 3- EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH 2O18 CIP Conereie Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICKNON DOCUMIINTS 101569 Revised July 1,2011 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL -page 3 of 3 1 Revision Log HATE NAME SUMMARY OF CHANGE 2 CITY OF FORT WORTIl 2018 CP ConcreleResiaration Contract G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised July 1,2011 015713-1 STORM WA7'ER POLLUTION PREvENTION Page I aI3 1 SECTION 015713 2 STORM WATER POLLUTION PREVENTION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0— Bidding Requirements,Contract Fortes and Conditions of the 11 Contract 12 2. Division 1—General Requirements 13 3. Section 3125 00--Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 3125 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent:NOI 24 2. Notice of Termination:NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality:TCEQ 27 5. Notice of Change:NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of ibis 31 Specification,unless a date is specifically cited. 32 2. Integrated Storm Management(iS)V"Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fmcs issued associated 37 with compliance to Stormwater Pollution Prevention.Plan. CITY OF FORT WORTH 2018 UP CoNcrele Restoration Cantrav 6 STANDARD CONSTRIICTION SPECIFICATION FOCI fN MNTS 101569 Revised July 1,2011 01 57 13-2 STORM WATER POLLUTION PREVENTION Page 2 of 3 1 B. Construction Activities resulting in: 2 1. Less than I acre of disturbance 3 a. Provide erosion and sediment control in accordance with Section 3125 00 and 4 Drawings. 5 2. 1 to less than 5 acres of disturbance 6 a. Texas Pollutant Discharge Blimination System(TPDES)General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with TCEQ requirements 9 1) TCEQ Small Construction Site Notice Required under general permit 10 TXR150000 11 a) Sign and post at job site 12 b) Prior to Preconstruction Meeting,send I copy to City Department of 13 Transportation and Public Works,Environmental Division,(817)392- 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 3125 00 17 b) The Drawings 18 c) TXR150000 General Permit 19 d) SWPPP 20 e) TCEQ requirements 21 3, 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System(TPDES)General Construction 23 Permit is required 24 b. Complete SWPPP in accordance with TCF+Q requirements 25 1) Prepare a TCEQ NOI form and submit to TCFQ along with required fee 26 a) Sign and post at job site 27 b) Send copy to City Department of Transportation and Public Works, 28 Envirommental Division,(817)392-6088. 29 2) TCEQ Notice of Change required if making changes or updates to NOl 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 31 25 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 c) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted. 38 a) Send copy to City Department of Transportation and Public Works, 39 Fnvironmental Division,(817)392-6089. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 0133 00,except as stated herein. 43 a. Prior to the Preconstruction Meeting,submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works,Environmental Division for review CITY OF FORT WORTU Zom ciP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised July 1,2011 0157I3-3 STORM WATER POLLUTION PRFYFNTION Page 3 of 3 I B. Modified SWPPP 2 1. if the SWPPP is revised during construction,resubmit modified SWPPP to the City 3 in accordance With Section 0133 00, 4 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USE, 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY[NOT USED] 11 PART 2- PRODUCTS [NOT USED] 12 PART 3- EXECUTION[NOT USED] 13 END OF SECTION 14 Rcvision Log DATE NAME SUMMARY OF CHANGE 15 CITY OF PORT WORTH 2018 CIP Concrete Restoral ton Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised July 1,2011 01 58 13-1 TEMTORARY PROJECT SIGNAGE Page I of3 1 SECTION 01 S8 13 2 TEMPORARY PROJECT SIGNAGP 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not neeessadly limited to: 10 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 11 2. Division 1—General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS)INFORMATIONAL SUBMITTALS fNOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE[NOT USED] 23 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY[NOT USED] 26 PART 2- PRODUCTS 27 2.1 OWNER-FURNISHED[oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT,PRODUCT TYPES,AND MATERIALS 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OIL FORT WORTH 2O18 CIP Concrete Restoration Can1rad 6 STANDARD CONSTRUCTION SPR.CIRICATION DOCUMENTS 101569 Revised July 1,2011 015813-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 B. Materials 2 1. Sign 3 a. Constructed of 3/4-iuch fir plywood,grade A-C(exterior)or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3- EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION[NOT USE, 10 3.4 INSTALLATION 11 A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed,upon request of the City. 14 B. Mounting options 15 a. Skids 16 b. Posts 17 c. Barricade 18 3.5 REPAIR/RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FlEt LD [ox] SITE QUALITY CONTROL [NOT USED] 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 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION CITY OF FORT WORTH 2018 C1P Concrele Restoration Contract b STANDARD CONSTRUCTION SPECIFICATION DOC AMNTS 101569 Revised.July 1,2011 0158 13-3 TEMPORARY PROJECT SMNAGE Page 3 of 3 X Revision Log DATE NAME SUMMARY OF CHANGE 2 CITY OF FORT WORTH 2618 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUI MNTS 101569 Revised July 1,2011 01 60 00-1 PRODUCT REQUIREMENTS Page 1 J2 I SECTION 0160 00 2 PRODUCT REQUIREMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1, References for Product Requirements and City Standard Products List 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 11 2. Division 1--General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES-[NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is located on Buzzsaw as follows: 16 1. Resources102..Construction DocumentslStandard Products List 17 B. Only products specifically included on City's Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. 19 1. Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 C. Any specific product requirements in the Contract Documents supersede similar 22 products included on the City's Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects even 24 though the product is listed on the City's Standard Product List. 25 D. Although a specific product is included on City's Standard Product List,not all 26 products from that manufacturer are approved for use,including but not limited to,that 27 manufacturer's standard product. 28 E. See Section 0133 00 for submittal requirements of Product Data included on City's 29 Standard Product List. 30 1.5 SUBMITTALS[NOT USED] 31 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] CITY OF PORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 20,2012 01 60 00-2 PRODUCT REQUIREMENTS Page 2 of 2 1 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY[NOT USED] 4 PART 2- PRODUCTS [NOT USED] 5 PART 3- EXECUTION[NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D.ToNson Modified Location of City's Standard Product List 8 CITY OF PORT WORTH 2018 CIP Concmm Res omdon Contraci G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 20,2012 01 66 00-1 PRODUCT STORAGE AND IIANDLINO REQUIREMENTS Page I of4 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include,but are not necessarily limited to: 14 1. Division.0 Bidding Requirements,Contract Forms and Conditions of the Contract 15 2. Division l--General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. I9 No separate payment will be allowed for this Item. 20 1.3 REFERENCES[NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2.5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. CITY OF FORT WORTH 2018 CIP Conerve Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCAMP.NTS 101569 Revised July 1,2011 0166CO-2 PRODUCT STORAGE AND IIANDL[NG REQUIRMMNTS Page 2 of4 1 4. Deliver products or equipment in manufacturer's original unbroken Cartons or other 2 containers designed and constructed to protect the contents front"physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer,item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 R. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 1s 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors,public travel,adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings,or approved by City's Project Representative. 24 5. Provide off-site storage and protection when on-site storage is not adequate. 25 a. Provide addresses of and access to off-site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns,grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers'unopened containers. 30 8. Neatly,safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns,sidewallo,streets or other improvements to 35 satisfaction of City's Proj ect Representative. 36 a. Total length which materials maybe distributed along route of construction at 37 one time is 1,000 Iinear feet,unless otherwise approved in writing by City's 38 Project Representative. CITY OF FORT WORTH 2018 CIP Concrete Resloralion Contracl 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised July 1,2011 Ot6600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY[NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3- EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3A ERECTION[NOT USED] 9 3.5 REPAIR/RESTORATION [NOT USED] 10 3.6 RE-INSTALLATION [NOT USED] 11 3.7 FIELD loa] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non-Conforming Work 15 1. Reject all products or equipment that are damaged,used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING[NOT USED] 19 3.10 CLEANING[NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE[NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 CITY OF FORT WORTH 2m CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised July 1,2011 O]6GOD-4 PRODUCT STORAGE AND HANDLING REQUMEMHNTS Page 4 of 4 Revision Log DATF: NAME SUMMARY OF CHANGE i CfTY OF FORT WORTH 2018 CIP Concrete Reslotation Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCDWNTS 101569 Revised 7uly 1,2011 0170 00-1 MOBILIZATION AND RE-MOIIILIZATION Pagc 104 I 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 11 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 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised November 22,2016 01 70 00-2 MOBILIZATION AND REMOBTI TZATION Page 2 of 4 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 11 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 26 I. Mobilization and Demobilization 27 a. Measure 28 1) This Item is considered subsidiary to the various Items bid. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 are subsidiary to the various Items bid and no other compensation will be 32 allowed. 33 2. Remobilization for suspension of Work as specifically required in the Contract 34 Documents 35 a. Measurement 36 1) Measurement for this Item shall be per each remobilization performed. 37 b. Payment 38 1) The work performed and materials furnished in accordance with this Item 39 and measured as provided under"Measurement"will be paid for at the unit 40 price per each"Specified Remobilization"in accordance with Contract 41 Documents. 42 c. The price shall include: 43 1) Demobilization as described in Section I.1.A.2.a.1) 44 2) Remobilization as described in Section I.1.A.2.a.2) 45 d. No payments will be made for standby, idle time, or lost profits associated this 46 Item. CITY OF FORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised November 22,2016 0I7000-3 MOBILIZATION AND REMOBIUZATION Page 3 of 4 1 3. Remobilization for suspension of Work as required by City 2 a. Measurement and Payment 3 1) This shall be submitted as a Contract Claim in accordance with Article 10 4 of Section 00 72 00. 5 2) No payments will be made for standby,idle time,or lost profits associated 6 with this Item. 7 4. Mobilizations and Demobilizations for Miscellaneous Projects 8 a. Measurement 9 1) Measurement for this Item shall be for each Mobilization and 10 Demobilization required by the Contract Documents 11 b. Payment 12 1) The Work performed and materials furnished in accordance with this Item 13 and measured as provided under"Measurement"will be paid for at the unit 14 price per each"Work Order Mobilization"in accordance with Contract 15 Documents. Demobilization shall be considered subsidiary to mobilization 16 and shall not be paid for separately. I7 c. The price shall include: 18 1) Mobilization as described in Section I.1.A.3.a.1) 19 2) Demobilization as described in Section I.1.A.3.a.2) 20 d. No payments will be made for standby, idle time, or lost profits associated this 21 Item. 22 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 23 ' a. Measurement 24 1) Measurement for this Item shall be for each Mobilization and 25 Demobilization required by the Contract Documents 26 b. Payment 27 1) The Work performed and materials furnished in accordance with this Item 28 and measured as provided under"Measurement"will be paid for at the unit 29 price per each"Work Order Emergency Mobilization"in accordance with 30 Contract Documents. Demobilization shall be considered subsidiary to 31 mobilization and shall not be paid for separately. 32 c. The price shall include 33 1) Mobilization as described in Section i.I.A.4.a) 34 2) Demobilization as described in Section I.1.A.3.a.2) 35 d. No payments will be made for standby,idle time, or lost profits associated this 36 Item. 37 1.3 REFERENCES [NOT USED] 38 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 39 1.5 SUBMITTALS [NOT USED] 40 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 41 1.7 CLOSEOUT SUBMITTALS [NOT USED] 42 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 43 1.9 QUALITY ASSURANCE [NOT USED] 44 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] CITY OF FORT WORTH 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised November 22,2016 017000.4 MOBILIZATION ARID REMOMLIZATION Page 4 of 4 ] 1.11 FIL,LD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY[NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3- EXECUTION[NOT USE, 5 END OF SECTION 6 Revision Log DATE NAME SUMMARY OF CHANGE 11/22/16 Michael Owen 1.2 Price and Payment Procedures-Revised specification,including blue text,to make specifzeation flexible for either subsidiary or paid bid item for Mobilization. 7 CITY OF FORT WORTH 2O18 CIP Concrete Reslorauon Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101564 Revised November 22,2016 OI7123-I CONS'I'RUCTION STAKING AND SURVEY Page 1 of 8 1 SECTION 017123 2 CONSTRUCTION STAKING AND SURVEY 3 PARTI_ GENERAL 4 1,1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0--Bidding Requirements,Contract Norms and Conditions of the Contract 11 2. Division I--General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Construction Staking 15 a. Measurement 16 1) Measurement for this Item shall be by lump sum. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item shall be paid for at the lump sum price bid for"Construction Staking". 20 2) Payment for"Construction Staking"shall be made in partial payments 21 prorated by work completed compared to total work included in the lump 22 sum item. 23 c. The price bid shall include,but not be limited to the following: 24 1) Verification of control data provided by City. 25 2) PIacement,maintenance and replacement of required stakes and markings 26 in the field. 27 3) Preparation and submittal of construction staking documentation in the 28 form of"cut sheets"using the City's standard template. 29 2. Construction Survey 30 a. Measurement 31 1) This Item is considered subsidiary to the various Items bid. 32 b. Payment 33 1) The work performed and the materials furnished in accordance with this 34 Item are subsidiary to the various Items bid and no other compensation will be 35 allowed. 36 3. As-Built Survey 37 a. Measurement 38 1) Measurement for this Item shall be by lump sum. 39 b. Payment 40 1) The work performed and the materials furnished in accordance with this 41 Item shall be paid for at the lump sully price bid for"As-Built Survey". CITY OF FORT WORTH 2O18 CIP Concrete Restaratien Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUWNTS 101569 Revised February 14,2018 OI717.3_Z CONSTRUCTION STAKING AND SURVEY Page 2 of 8 1 2) Payment for"Construction Staking"shall be made in partial payments 2 prorated by work completed compared to total work included in the lump sutra 3 item. 4 c. The price bid shall include,but not be limited in the following:: 5 1) Field measurements and survey shots to identify location of completed 6 facilities. 7 2) Documentation and submittal of as-built survey data onto contractor redline 8 plans and digital survey files. 9 to 1.3 REFERENCES 11 A. Definitions 12 1. Construction Survey-The survey measurements made prior to or while 13 construction is in progress to control elevation,horizontal position,dimensions and 14 configuration of structures/improvements included in the Project Drawings. 15 2. As-built Survey---The measurements made after the construction of the 1.6 improvement features are complete to provide position coordinates for the features 17 of a project. 18 3. Construction Stakin --The placement of stakes and markings to provide offsets 19 and elevations to cut and fill in order to locate on the ground the designed 20 structures/improvements included in the Project Drawings. Construction staking 21 shall include stalking easements and/or right of way if indicated on the plans. 22 4. Survey"Field Checks"—Measurements made after construction staking is 23 completed and before construction work begins to ensure that structures marked on 24 the ground are accurately located per Project Drawings. 25 B. Technical References 26 1. City of Fort Worth--Construction Staking Standards(available on City's Buzzsaw 27 website)—01 71 23.16.01 Attachment A Survey Staking Standards 28 2. City of Fort Worth-Standard Survey Data Collector Library(fxl)files(available 29 on City's Buzzsaw website). 30 3. Texas Department of Transportation(TxDDT) Survey Manual,latest revision 31 4. Texas Society of Professional Land Surveyors(TSPS),Manual of Practice for Land 32 Surveying in the State of Texas,Category 5 33 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. The Contractor's selection of a surveyor must comply with Texas Government 36 Code 2254(qualifications based selection)for this project. 37 1.5 SUBMITTALS 38 A. Submittals,if required,shall be in accordance with Section 0133 00. 39 B. All submittals shall be received and reviewed by the City prior to delivery of work. 40 1.6 ACTION SU113MITTALS/lNri ORMATIONAL SUBMITTALS 41 A. Field Quality Control Submittals CITY OF FORT WORTI3 2018 CIP Concrete Restoration Contract 6 STANDARD CONS"rRUCTION SPECIFICATION DOCUMENTS 101569 Revised February I4,2018 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1 1. Documentation verifying accuracy of field engineering work,including coordinate 2 conversions if plans do not indicate grid or ground coordinates. 3 2. Submit"Cut-Sheets"conforming to the standard template provided by the City 4 (refer to 01 71 23.16.01--Attachment A—Survey Staking Standards). 5 1.7 CLOSEOUT SUBMITTALS 6 B.As-built Redline Drawing Submittal 7 1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of 8 constructed improvements signed and sealed by Registered Professional Land 9 Surveyor(RPLS)responsible for the work(refer to 01 71 23.16.01 --Attachment A 10 —Survey Staking Standards) . 11 2. Contractor shall submit the proposed as-built and completed redline drawing 12 submittal one(1)week prior to scheduling the project final inspection for City 13 review and comment.Revisions,.if necessary,shall be made to the as-built redline 14 drawings and resubmitted to the City prior to scheduling the construction final 15 inspection. 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE 18 A. Construction Staking 19 1. Construction staking will be performed by the Contractor. 20 2. Coordination 21 a. Contact City's Project Representative at least one week in advance notifying 22 the City of when Construction Staking is scheduled. 23 b. It is the Contractor's responsibility to coordinate staking such that 24 construction activities are not delayed or negatively impacted. 25 3. General 26 a. Contractor is responsible for preserving and maintaining stakes. If City 27 surveyors are required to re-stake for any reason,the Contractor will be 28 responsible for costs to perform staking.If in the opinion of the City,a 29 sufficient number of stakes or markings have been lost,destroyed disturbed or 30 omitted that the contracted Work cannot take place then the Contractor will be 31 required to stake or re-stake the deficient areas. 32 B. Construction Survey 33 1. Construction Survey will be performed by the Contractor. 34 2. Coordination 35 a. Contractor to verify that horizontal and vertical control data established in the 36 design survey and required for construction survey is available and in place. 37 3. General 38 a. Construction survey will be performed in order to construct the work shown 39 on the Construction Drawings and specified in the Contract Documents. 40 b. For construction methods other than open cut,the Contractor shall perform 41 construction survey and verify control data including,but not limited to,the 42 following; 43 1) Verification that established benchmarks and control are accurate. CITY OF FORT WORTH 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised February 14,2018 017123-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 1 2) Use of Benchmarks to furnish and maintain all reference lines and grades 2 for tunneling. 3 3) Use of line and grades to establish the Iocation of the pipe. 4 4) Submit to the City copies of field notesused to establish all lines and 5 grades,if requested,and allow the City to check guidance system setup prior 6 to beginning each tunneling drive. 7 5) Provide access for the City,if requested,to verify the guidance system and 8 the line and grade of the carrier pipe. 9 6) The Contractor remains fully responsible for the accuracy of the work and 10 correction of it,as required. 11 7) Monitor line and grade continuously during construction. 12 8) Record deviation with respect to design line and grade once at each pipe 13 joint and submit daily records to the City. 14 9) if the installation does not meet the specified tolerances(as outlined in 15 Sections 33 05 23 and/or 33 05 24),immediatcly notify the City and correct 16 the installation in accordance with the Contract Documents. 17 C. As-Built Survey 18 1. Required As-Built Survey will be performed by the Contractor. 19 2. Coordination 20 a. Contractor is to coordinate with City to confirm which features require as- 21 built surveying. 22 b. It is the Contractor's responsibility to coordinate the as-built survey and 23 required measurements for items that are to be buried such that construction 24 activities are not delayed or negatively impacted. 25 c. For sewer mains and water mains 12"and under in diameter,it is acceptable 26 to physically measure depth and mark the location during the progress of 27 construction and take as-built survey after the facility has been buried. The 28 Contractor is responsible for the quality control needed to ensure accuracy. 29 3. General 30 a. The Contractor shall provide as-built survey including the elevation and 31 location(and provide written documentation to the City)of construction 32 features dwring the progress of the construction including the following: 33 1) Water Lines 34 a) Top of pipe elevations and coordinates for waterlines at the following 35 locations: 36 (1) Minimum every 250 linear feet,including 37 (2) Horizontal and vertical points of inflection, curvature, 38 etc. 39 (3) Fire line tee 40 (4) Plugs,stub-outs, dead-end Iines 41 (5) Casing pipe(each end)and all buried fittings 42 2)- Sanitary Sewer 43 a) Top of pipe elevations and coordinates for force mains and siphon 44 sanitary sewer lines(non-gravity facilities)at the following locations: 45 (1) Minimum every 250 linear feet and any buried fittings 46 (2) Horizontal and vertical points of inflection,curvature, 47 etc. 48 3) Stormwater--Not Applicable CrfY OF FORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised Yebruary 14,2018 0t 7123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 1 b. The Contractor shall provide as-built survey including the elevation and 2 location(and provide written documentation to the City)of construction 3 features after the construction is completed including the following: 4 1) Manholes 5 a) Rim and flowline elevations and coordinates for each manhole 6 2) Water Lines 7 a) Cathodic protection test stations 9 b) Sampling stations 9 c) Meter boxes/vaults(All sizes) 10 d) Fire hydrants 11 e) Valves(gate,butterfly,etc.) 12 f) Air Release valves(Manhole rim and vent pipe) 13 g) Blow off valves(Manhole rim and valve lid) 14 h) Pressure plane valves 15 i) Underground Vaults 16 (1) Rim and flowline elevations and coordinates for each 17 Underground Vault. 18 3) Sanitary Sewer 19 a) Cleanouts 20 (1) Rim and flowline elevations and coordinates for each 21 b) Manholes and Junction Structures 22 (1) Rim and flowline elevations and coordinates for each 23 manhole and junction structure. 24 4) Stormwater—Not Applicable 25 1.10 DELIVERY,STORAGE,AND I ANDLING[NOT USED] 26 1.11 FIELD [SITE] CONDITIONS [NOT USED] 27 1.12 WARRANTY 28 PART 2- PRODUCTS 29 A. A construction survey will produce,but will not be limited to. 30 1. Recovery of relevant control points,points of curvature and points of intersection. 31 2. Establish temporary horizontal and vertical control elevations(benchmarks) 32 sufficiently permanent and located in a manner to be used throughout construction. 33 3. The location of planned facilities,easements and improvements. 34 a. Establishing final line and grade stakes for piers,floors,grade beams,parking 35 areas,utilities,streets,highways,tunnels,and other construction. 36 b. A record of revisions or corrections noted in an orderly manner for reference. 37 c. A drawing,when required by the client,indicating the horizontal and vertical 38 location of facilities,casements and improvements,as built. 39 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 40 construction staking projects.These cut sheets shall be on the standard city template 41 which can be obtained from the Survey Superintendent(817-392-7925). 42 5. Digital survey files in the following formats shall be acceptable: 43 a. AutoCAD(.dwg) 44 b. ESRI Shapefile(.shp) CITY OF FORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised February 14,2018 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 1 c. CSV file(.csv),formatted with X and Y coordinates in Separate columns(use 2 standard templates,if available) 3 6. Survey files shall include vertical and horizontal data tied to original project 4 control and benchmarks,and shall include feature descriptions 5 PART 3- EXECUTION 6 3.1 INSTALLERS 7 A. Tolerances: 8 1. The staked location of any improvement or facility should be as accurate as 9 practical and necessary. The degree of precision required is dependent on many 10 factors all of which must remain judgmental.The tolerances listed hereafter are 11 based on generalities and,under certain circumstances,shall yield to specific 12 requirements.The surveyor shall assess any situation by review of the overall plans 13 and through consultation with responsible parties as to the need for specific 14 tolerances. 15 a. Earthwork: Grades for earthwork or rough out should not exceed 0.1 ft.vertical 16 tolerance.Horizontal alignment for earthwork and rough cut should not exceed 17 1.0 ft.tolerance. 18 b. Horizontal alignment on a structure shall be within .0.1ft tolerance. 19 c. Paving or concrete for streets,curbs,gutters,parking areas,drives,alleys and 20 walkways shall be located within the confines of the site boundaries and, 21 occasionally,along a boundary or any other restrictive line.Away from any 22 restrictive line,these facilities should be staked with an accuracy producing no 23 more than 0.05ft.tolerance from their specified locations. 24 d. Underground and overhead utilities,such as sewers,gas,water,telephone and 25 electric lines,shall be located horizontally within their prescribed areas or 26 easements.Within assigned areas,these utilities should be staked with an 27 accuracy producing no more than 0.1 ft tolerance from a specified location. 28 e. The accuracy required for the vertical location of utilities varies widely.Many 29 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 30 should be maintained.Underground and overhead utilities on planned profile, 31 but not depending on gravity flow for performance,should not exceed 0.1 ft. 32 tolerance. 33 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 34 specifications or in compliance to standards. The City reserves the right to request a 35 calibration report at any time and recommends regular maintenance schedule be 36 performed by a certified technician every 6 months. 37 1. Field measurements of angles and distances shall be done in such fashion as to 38 satisfy the closures and tolerances expressed in Part 3.1.A. 39 2. Vertical locations shall be established from a pre-established benchmark and 40 checked by closing to a different bench mark on the same datum. 41 3. Construction survey field work shall correspond to the client's plans.Irregularities 42 or conflicts found shall be reported promptly to the City. 43 4. Revisions,corrections and other pertinent data shall be logged for future reference. 44 CITY OF FORT WORTH 2O18 CA'Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised February 14,2018 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 1 3.2 EXANIINATION[NOT USED] 2 3.3 PREPARATION[NOT USED] 3 3.4 APPLICATION 4 3.5 REPAIR/RESTORATION 5 A. If the Contractor's work damages or destroys one or more of the control 6 monuments/points set by the City,the monuments shall be adequately referenced for 7 expedient restoration, 8 1. Notify City if any control data needs to be restored or replaced due to damage 9 caused during construction operations. 10 a. Contractor shall perform replacements and/or restorations. 11 b. The City may require at any time a survey"Field Check"of any monument 12 or benchmarks that are set be verified by the City surveyors before further 13 associated work can move forward. 14 3.6 RE, -INSTALLATION[NOT USED] 15 3.7 FIELD [oR] SITE QUALITY CONTROL 16 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 17 City in accordance with this Specification. This includes easements and right of way,if 18 noted on the plans. 19 B. Do not change or relocate stakes or control data without approval from the City. 20 3.8 SYSTEM STARTUP 21 A. Survey Checks 22 1. The City reserves the right to perfonn a Survey Check at any time deemed 23 necessary. 24 2. Checks by City personnel or 3'party contracted surveyor are not intended to 25 relieve the contractor of his/her responsibility for accuracy. 26 27 3.9 ADJUSTING [NOT USED] 28 310 CLEANING[NOT USED] 29 311 CLOSEOUT ACTIVITIES tNOT USED] 30 3.12 PROTECTION [NOT USED] 31 3.13 MAINTENANCE [NOT USED] 32 3.14 ATTACHWNTS [NOT USED] 33 END OF SECTION 34 Revision Log CITY OF PORT WORTH Z018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 107 569 Revised February 14,2018 01 7123-8 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"blue text';revised measurement and payment sections for Construction Staking and As-Built Survey;added reference to selection compliance with T'GC 2/14/2018 M Owm 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 1 CITY OF FORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCLWENTS 101569 Revised February 14,2018 11C Section 01 71 23 .01 - Attachment A Survey Staking Standards February 2017 0:\Projects\101569\Bid Book\Div 01-General Requirements\01 7123.16.01_Attachment A_Survey Staking Standards.docx Page 1 of 26 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 TXDOT right-of way or through joint TXDOT participation, adherence to the TXDOT Survey Manual shall be followed and if a discrepancy arises, the TXDOT manual shall prevail. (http://onlinemanuals.txdot.gov/txdotmanualsless/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 H. Construction Colors Ill. Standard Staking Supplies IV. Survey Equipment, Control, and Datum Standards V. Water Staking A. Sanitary Sewer Staking VII. Storm Staking Vill. Curb and Gutter Staking IX. Cut Sheets X. As-built Survey 0:\Projects\101569\Bid Book\Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 2 of 26 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 If. 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 WHITE ALL ELECTRIC AND CONDUITS POTABLE WATER GAS OR OIL YELLOW TELEPHONE/FIBER OPTIC ORANGE SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS, AND PINK ALL PAVING INCLUDING CURB,SIDEWALK, BUILDING CORNERS 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 Rods (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 0:\Projects\101569\Bid Book\Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 3 of 26 IV. SurveV Equipment, Control, and Datum Standards A. City Benchmarks All city benchmarks can be found here: http://fortworthtexas.gov/itsolutions/GIS/ Look for'Zoning Maps'. U rider'Layers', expa nd 'Basema p Layers', and check on 'Benchmarks'. B. Conventional or Robotic Total Station Equipment I. A minimum of a 10 arc-second instrument is required. ll. 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. II. 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 O:\Projects\101569\Bid Book\Div 01-General Requirements\0171 23.16.01WAttachment A_Survey Staking Standards.docx Page 4 of 26 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. Projected Coordinate System: NAD_1983_StatePiane_Texas_North—Central_FIPS-4202—Feet Projection: Lambert—Conformal—Conic Fa Ise_Ea sti ng: 1968500.00000000 False—Northing: 6561666.66666667 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 Axt 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 NAD83 TXSP 4202.csv 0:\Projects\101569\Bid Book\Div 01-General Requirements\01 7123.16.01 Attachment A_Survey Staking Standards.docx Page 5 of 26 Fife 2: C1234_As-built of Water on Main Street—Project Specific Datum.csv Example Control Stakes 0:\Projects\101569\Bid Book\Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 6 of 26 T LLJ W i- Ld m W 0- -) W 1016 EL.= 100.00' a W iz z a- 0 = ra O < � z D- . j F-- _ (D LL) Z. CL w co elf D 0 cc C) [� L CC cx� C) CP #1 N=50a0.0o E=5000.0a L_ ___ V. plater Staking_Standards 0:\Projects\101569\Sid Book\Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 7 of 26 A. Centerline Staking--Straight Line Tangents 1. Offset lath/stakes every 200' on even stations 11. Painted blue lath/stake only, no hub is required Ill. 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 V1. 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 11. Same grading guidelines as above III. 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 II. Center of the meter should be 3.0' behind the proposed face of curb III. Meter should be staked a minimum of 45' away from the edge of a driveway IV. 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 1. Center of Hydrant should be 3.0' behind proposed face of curb IL 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 IL RIM grades should only be provided if on plans Example Water'Stakes 0:\Projects\101569\Bid Book\Div 01-General Requirements\01 71 23.16.01WAttachment A_Survey Staking Standards.docx Page 8 of 26 •, T Yz ci s� s w p z zY C7 Z a tea + /� sra-2�-Q01- LLJ zw5 w C 7` p/S W/i STA=1+72.81LL F C 3.8t L L LIJ o UI \e- m w 0 w €d ra wo � �� atL _ a C) L] q C3� � F� Z ���, u — .L—.-rLL am' 1416 -• lOf1.Og7 =Y Im mLa 6 COZZ FIs � :3 2 VI. Sanitary Sewer Staking 0:\Projects\101569\Bid Book\Div 01-General Requirements\0171 23.16.01 Attachment A Survey Staking Standards.docx Page 9 of 26 A. Centerline Staking—Straight Line Tangents I. inverts shall be field verified and compared against the plans before staking II. 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 VIII. 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 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 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:\Projects\101569\Bid Book\Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 10 of 26 f. cample Sanitary Sewer Stakes -An,A L� 111 h- r� [_7 C-ak ll< -��1I.G-o°i Y LLJ rM. .-y r 4 0 < 31 �z m Lt- r19 7' O/S �a37A=1t85 C�4A t. N O CS IL u {: O � � fr �r� Ld C3 F O Z 3 tp Sr1 a O. R4 13 i Vy u I t-3 `' 04 `n t "'{.'-9�� �'.� *��.:. = o n� — v w �ILW r :a s t� s°F G O ;�12' Cl/s 55rA�aia c-ates� a c-ate i. cr— �Z ua �+LJ �...._r m ro ��Cl z r0 7 a cs 0:\Projects\101569\Bid Book\Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 11 of 26 V11. Storm Sewer & Inlet Staking A. Centerline Staking—Straight Line Tangents I. 1 offset stake every 200' on even stations II. 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 25' interval ll. Staking of radius points of greater than 100' may be omitted C. Storm Drain Inlets 1. Staking distances should be measured from end of wing IL Standard 10' Inlet= 16.00'total length Ill. 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 I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor IL Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans 0:\projects\101569\Bid Book\Div 01-General Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 12 of 26 Example Storm Inlet Stakes FRONT FRONT {SIDE FACING (!31DE FACING ) 18 IC!_` 0i_ 0E—�'lhtj I : m iQ r BACK Z, BACK (30E FACING H.aW.) G. {SUE FAEINC N.O.W.) IDENTIFIES WHICH � IDEh 11113 WlICH PaiNT I i;�I. RID OF THE WING PUNT F I END aF THE WNG � BEING STAKED a©rac STAKED 1 t HUB ELEVATIM ?I INLET STATION HUB ELEwx-noN I (IF' NOTED ON PLANS) R 1dENTihih� GRADE r T C, To TOP 17F f.JR13 =� �1 f 7 IDENTIFIER GRADE I� TO FLOWUNE I � I � DISTANCES FOR INLETS STANDARD 10' — 16' REUSED 11Y s 2d STANDARD DOUBLE 10' — 26.67` RECESSED DOUBLE 10' — 20.67 I HUBVAm TACtf � ���-----�.»....Y----------------------'� I I. I � NNE OF INLET AfANHQLE d �I TdETA rI y ,•� � BACK OF CILIRD GSK OF CURB —-- FLOY&WE FAC.' OF INLET FACE OF INLET F1..DMJNE —EDGE OF PAVfhtENT— EDGE OF PA'v4aEIJT EDGE OF PAVEMENT EDGE CL' PAWMENT 0:\Projects\101569\Bid Book\Div 01-General Requirements\0171 23.16.01 Attachment A_Survey Staking Standards.docx Page 13 of 26 Vill. Curb and Gutter Staking 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 VIIl. 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:\Projects\101569\Bid Book\Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 14 of 26 Example Curb & Gutter Stakes FRONT (SIDE FACING q-) 4 o FRONT ID[Nnp,s END FRONT (9QE FACINC PINT nF EI/C FRONT (SIDE FACING ] FEIrJT a {1JRVA7URE PC.. (SIDE FACING q) Y O @ z Bpp qq//��ACKII,,�� � 'T iC � IDDITIFIES OFFSET IS TO � � {SIDE FACING R.O,YI.) Ir' El".cJ-oUna arc r/n r c -a � FCR FACE bF CURB :-- i + A POINT g + ee III I � N I f11 I ICE MF[ES GRADE rS E III I E � !I1 TfE� TD TOP 9F FUR@ MC7 GNFL'E ON 1 HUB ELEVATION a + RAIMs PC1hJT50 10 fl 1 - TOP OF CURB y BACK OF CURB FACE OF CURB FL-OKI NE EDGE OF PAVEMENT Example Curb & Gutter Stakes at Intersection 0:\Projects\101569\Bid Book\Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 15 of 26 GO CL -�TA=2.50 F+ LLJ —— a$7/ Lj t /�\ \�� \ � �K� � am 2 _e Ld 0 tm \�/ {� w w 3 up_ LA cl 15 L I .0 2 0:\Projects\101569\Bid Book\Div 01-General RcquirerncntGCll 71 23.16.01—Attachment A—Survey Staking Standards.docx Pages of 26 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: Number: Project Name: ❑ TOTAL Staking Method: ❑ GPS STATION ❑ OTHER LOCATION. CONSULTANT/CONTRACTOR SURVEY CREW INITIALS ALL GRADES ARE TO FLOWLINE OR TOP OF CURB UNLESS OTHERWISE NOTED. PT# STATION OFFSET DESCRIPTION PROP. STAKED - CUT + FILL -LTI+RT GRADE ELEV. 0:\Projects\101569\Bid Book\Div 01-General Requirements\0171 23.16.01_Attachment A Survey Staking Standards.docx Page 17 of 26 X. As-built 5urvey 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 0:\Projects\101569\Bid Book\Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 18 of 26 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. 0:\Projects\1b1569\Bid Book\Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 19 of 26 MIN kj pill, ;I I All� 1.L ' 0:\P roj ects\10 15 6 9\Bid B oo k\D i v 0 I-G enera I Req u i re m e n ts\Ol 7 123.16.0 1—Atta chment A.Su nmyStaking Standards.docx Page ZOufZ6 srAO.MW-IZW4(W,c1&m#RDI SM 057Lt7-IZWL(F'IAID D(O SrA(i^4 X-RM(FtMD DIV RMWE dr S'/IYIGE W057 gggN P/iAP I2'WER ME WYE 9f MaCER ., CMJVECr TO 4YIZ 47W OER YlZXIZFEf_ �) Y!Z SYlDSIEEVE029[N-12WL �j/` JJ Y (,yE+Lyl REDWER P�II D ''.•� hIZD�ff£VALVE r- t YISi�VER1:BEN D ,.^!�U x-6&90958M �t� sr�o era-a wf / ! a lga. Z•a2�3-;rr�s4 ,..,. =2 rr.Sfly'o IM:;A(,V art TEE I ME HtDWt-, for 6 If IF 9RrDRANr im Brie exmyxi �np Q' YIrOff.E VALVE E-22 03002R9 ` wmnraAs,r O 2388 Mn.•DZWa',BS6/ y, �b k ��` k7` �. CP.•I.3 �Daass ra trjmwws Ena 9aAA a Nfi'F7A38B7A? .4.•Lmw � E229 (10 BLK 6 C7 sr EtkZ!7P330 IDr 2 rpm— Igo— Atli•P2F�9'rUd M'kN4v ry SO TRY*2 RESKJVE EXI57. 'SS•YtF re uax� E-229026Q310 O �i r2• per -'"'r�—r-- ELE[!730.42 �O h y t � I WATER - •'wt• s REIANE s 5[VM£ SAWARf S EXdST.GRE VALVE '$p SEE SHED STA a32m-IZW INSTALL. LOT A egy N-00077.4894 rmltanr uc \ E 2266.315J072 STA Dil M-I2'WL(FIOYD CM STA 0,577-14-IZWt STA 660M+10 •J! IN51Rt1r IN$?,Aur WrAW FIY'LF..L=I&SLEEVE YIZ-WVFJPr.&EVD 1I/Z45'V£RT.DEND 57 tF CF IZWArk72 PIPE N-69470555947 Y-MWD52Kv3 EpNN£Cr rO a157WZ fYATER E-229630.M3 E-27A530I8370 9b94J14597r3 E-240-8iq.5t8736 P 0:\Projects\101569\Bid Book\Div 01-General Requirements\017123.16.01_Attachment A_5urvey Staking Standards.docx Page 21 of 26 9 61Z-X 'xf"selola w d 1uv - 0900'q1 1J3fAYd..UfJ'4MA$90 IMIJNW 0.7fi3SV70Y 93h135 AW-UVVS QhV H31YM A tl 3t�ll SS'dQNd 09.O WS 3N17 f1,).LV Y a � Cali C k4j .... . ...._._.... . . x ! , .. r. Nil fi j cr ,71 Standards.docx Page 22 of 26 d i -.---sue-- LPL=CL�s������-- ^---�•---'l�..r�^^.�_G�.��..,�r..�C=�� - ==,=-s-s---�=-.=__.._:.-:__ `fie ��=c`r='•%^.-.?�z:a«.'�.�==;�=+�'=����c�c����e==--=_ -`o.�_ Ka ES MEW =_rim=.�==�H=_�`:;��_ Ea — .:a__- .2.==-0 ER =_�rcr'rr=�� =� =cc=ems -- ...__...-. •. so 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. POINT NO. NORTHING EASTING ELEV, DESCRIPTION 1 6945257,189 2296079,165 726.09 SSMH RIM 2 6946260.893 2296062,141 725,668 GV RIM 3 6946307.399 2296038.306 726.85 GV RIM 4 6946220,582 2296011,025 723.358 SSMH RIM 5 6946195.23 2296015.116 722,123 GV RIM h 6 6946190,528 2296022.721 722.325 FH <z 7 6946136.012 2295992.115 719.448 WM RIM 8 6946002.267 2295919333 713.331 WM RIM 9 6946003.056 2295933,418 713.652 CO RIM 10 6945984.677 2295880.52 711.662 SSMH RIM 11 6945986,473 2295869.392 710,046 WM RIM 12 6945895,077 2295860.962 707.72 WM RIM 13 6945896,591 2295862.188 708.205 WM RIM 14 6945934,286 2295841.925 709.467 WM RIM 15 6945936,727 2295830.441 710.094 CO RIM 16 6945835.678 2295799.707 707.774 SSMH RIM 17 6945817,488 2295827,011 708,392 SSMH RIM 18 6945759.776 2295758.643 711.218 SSMH RIM 19 6945768,563 2295779,424 710.086 GV RIM 20 6945743.318 2295788.392 710.631 GV RIM 21 6945723,219 2295754,394 712.849 GV RIM 22 6945682,21 2295744,22 716.686 WM RIM 23 6945621.902 2295669.471 723.76 WM RIM 24 6945643,407 2295736,03 719.737 CO RIM 25 6945571-059 2295655,195 727.514 SSMH RIM C 26 6945539.498 2295667.803 729.123 WM RIM ! 27 6945519.934 2295619A9 732.689 WM RIM /' 28 6945417.879 2295580,27 740.521 WM RIM 29 5945456.557 2295643.145 736.451 CO RIM 30 6945387,356 2295597,101 740.75G GV RIM 31 6945370.688 2295606.793 740.976 GV RIM 32 6945383,53 2295610.559 740.408 FH f�� I �V 33 6945321.228 2295551,105 746.34 WM RIM 34 6945319.365 2295539.728 746.777 CO RIM 35 6945242.289 2295570.715 748.454 WM RIM 36 6945233.624 2295S44.626 749,59 SSMH RIM 37 6945206A83 2295529.305 751,058 WM RMII 7 38 6945142.015 2295557.666 750.853 WM RIM 39 6945113.445 2295520.335 751.871 WM RIM .� 40 6945049.02 2295527.345 752.257 SSMH RIM 41 6945041,024 2295552.675 751.79 WM R$M ►�` fi 42 6945038.878 2295552.147 751.88 WM RIM 43 6945006,397 2295518.1.35 752.615 WM RIM {¢ 44 6944944.782 2295520.635 752.801 WM RIM 45 6944943.432 2295556A79 752.156 WM RIM � ' 4G 6944860.416 2295534.397 752,986 SSMH RIM p 0:\Projects\101569\Bid Book\Div 01-General Requirement5\01 71 23.16.01_Attachment A Survey Staking Standards.docx Page 24 of 26 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:\Projects\101569\Bid Book\Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 25 of 26 2l = § ! a _ ) — — — — — — . . . — — — - R , a ^ ! � / 5 k . — — — — — — — — — — — — � 24 `m� % 0 # $ } \ � � ! 7 � ) s- ----------- - - —.—-—— - \ , ■ ■ Rk . / 'R \ \ § k ) ) k § )3 u u ! .1 O:rjec 1169 gdBooGD&0£Genm» Re emme*601712.16 a1 Attachment Survey Staking @andag&do x PBS 26 9 26 01 74 23_1 CLEANING Page I of 4 1 SECTION 0174 23 2 CLEANING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed I systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 12 2. Division 1—General Requirements 13 3. Section 32 92 13—Hydro-Mulching,Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATWE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS[NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE,AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised 7uly 1,2011 017423-2 CLEANING Page 2 of4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY[NOT USE, 3 PART2- PRODUCTS 4 2.1 OWNER-FURNISHED [ou] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 E Compatible with surface being cleaned 8 2. New and uncontaminated 9 3, For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3- EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION[NOT USED] 16 3.3 PREPARATION[NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR 1 RESTORATION [NOT USED) 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USE, 21 18 SYSTEM STARTUP[NOT USED] 22 39 ADJUSTING[NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits,oil or paint thinner in 29 stone or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF VORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCMI NTS 101569 Revised July 1,2011 01 74 23-3 CLFANING Page 3 o£4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean,sweep,wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City,the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on-site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health,safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals,dispose of waste materials,debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s); 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 a. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as-needed basis,until final Acceptance. 19 5. Prior to storm events,thoroughly clean site of all loose or unsecured items,which 20 may become airborne or transported by flowing water during the storm. 21 C. interior Final Cleaning 22 1. Remove grease,mastic,adhesives,dust,dirt,stains,fingerprints,labels and other 23 foreign materials from sight-exposed surfaces. 24 2. Wipe all lighting fixture reflectors,lenses,lamps and trims clean. 25 3. Wash and shine glazing and mirrors. 26 4. Polish glossy surfaces to a clear shine. 27 S. Ventilating systems 28 a. Clean permanent filters and replace disposable filters if units were operated 29 during construction. 30 b. Clean ducts,blowers and coils if units were operated without filters during 31 construction. 32 6. Replace all burned out lamps. 33 7. Broom clean process area floors. 34 8. Mop office and control room floors. 35 D. Exterior(Site or Right of Way)Final Cleaning 36 1. Remove trash and debris containers from site. 37 a. Re-seed areas disturbed by location of trash and debris containers in accordance 38 with Section 32 92 13. 39 2. Sweep roadway to remove all rocks,pieces of asphalt,concrete or any other object 40 that may hinder or disrupt the flow of traffic along the roadway. 41 3. Clean any interior areas including,but not limited to,vaults,manholes,structures, 42 junction boxes and inlets. CITY OF FORT WORTH 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised July 1,2011 01 74 23-4 CLEANING Page 4 of 4 1 4. If no longer required for maintenance of erosion facilities,and upon approval by 2 City,remove erosion control from site. 3 5. Clean signs,lights,signals,etc. 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION[NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.1.4 ATTACHMENTS [NOT USED] g END OF SECTION 9 Revision Log DATE NAME SUMMARY OF CHANGE 10 CITY OF FORT W01UH 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 1015G9 Revised July 1,2011 0177i9-1 CLOSEOUT REQUIRBMFNTS Page I of3 I SECTION 01 7719 2 CLOSEOUT REQUIREMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Tort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 11 2. Division 1—General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees,Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees,bonds, 20 certificates,licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revisal July 1,2011 01 77 19-2 CLOSEOUT REQUIREMENTS Page 2 0£3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS INOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3- EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION[NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection,submit: 10 1. Project Record Documents in accordance with Section 0178 39 11 2. Operation and Maintenance Data,if required,in accordance with Section 0178 23 12 B. Prior to requesting Final Inspection,pelform final cleaning in accordance withSection 13 017423. 14 C. Final Inspection 15 1. After final cleaning,provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection,the City will notify the Contractor,in 19 writing within 10 business days,of any particulars in which this inspection 20 reveals that the Work is defective or incomplete. 21 2. Upon receiving written notice from the City,i nmediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 23 City. 24 3. Upon completion of Work associated with the items listed in the City's written 25 notice,inform the City,that the required Work has been completed. Upon receipt 26 of this notice,the City,in the presence of the Contractor,will make a subsequent 27 Final Inspection of the project. 28 4. Provide all special accessories required to place each item of equipment in fall 29 operation. These special accessory items include,but are not limited to: 30 a. Specified spare parts 31 b. Adequate oil and grease as required for the first lubrication of the equipment 32 c. Initial fill up of all chemical tanks and fuel tanks 33 d. Light bulbs 34 e. Fuses 35 f Vault keys 36 g, Handwheels 37 h. Other expendable items as required for initial start-up and operation of all 38 equipment 39 D. Notice of Project Completion CITY OF FORT WORTH 20/8 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised My 1,2011 017719-3 CLOSFOUT REQUIREMENTS Page 3 of 3 1 1. Once the City Project Representative finds the Work subsequent to Final Inspection 2 to be satisfactory,the City will issue a Notice of Project Completion.(Green Sheet). 3 E. Supporting Documentation 4 1. Coordinate with the City Project Representative to complete the following 5 additional forms: 6 a. Final Payment Request 7 b. Statement of Contract Time 8 c. Affidavit of Payment and Release of Liens 9 d. Consent of Surety to final Payment 10 e. Pipe Report(if required) I 1 f. Contractor's Evaluation of City 12 g. Performance Evaluation of Contractor 13 F. Letter of Final Acceptance 14 1. Upon review and acceptance of Notice of Project Completion and Supporting I5 Documentation,in accordance with General Conditions,City will issue Letter of 16 Final Acceptance and release the Final Payment Request for payment. 17 3.5 REPAIR/RESTORATION[NOT USED] 18 3.6 RE INSTALLATION [NOT USED] 19 3.7 FIELD loR]SITE QUALITY CONTROL[NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING[NOT USED] 22 3.10 CLEANING[NOT USEDI 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION[NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 Revision Log DATE NAME SUMMARY OF CHANGE 29 CITY of FORT WORTH 2018 CIP Concrele Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCI IMMTrS 101569 Revised July 1,2011 017823-1 OPERATION AND MAINTENANCE DATA Page 1 of 5 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include,but are not limited to: 9 a. Traffic Controllers 10 b, Irrigation Controllers(to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 16 2. Division 1—General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment.to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 0133 00. All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. .Format 33 a. Size: 8 %inches x 11 inches 34 b. Paper 35 1) 40 pound minimum,white,for typed pages 36 2) Holes reinforced with plastic,cloth or metal 37 c. Text: Manufacturer's printed data,or neatly typewritten CITY OF FORT WORTH 2OI8 CIP Conerele Restaration Conlrad 6 STANDARD CONSTRU-CnON SPECIFICATION DOCUMENTS 101569 Revised Decembcr 20,2012 01 78 23-2 OPERATION AND MAINTENANCE DATA Page 2 of 5 1 d. Drawings 2 1) Provide reinforced punched binder tab,bind in with text 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide fly-leaf for each separate product,or each piece of operating 5 equipment.. 6 1) Provide typed description of product,and major component parts of 7 equipment. 8 2) Provide indexed tabs. 9 f Cover 10 1) Identify each volume with typed or printed title"OPERATING AND 11 MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual 16 3. Hinders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used,correlate the data into related consistent 19 groupings. 20 4. If available,provide an electronic form of the O&M Manual. 21 B. Manual Content 22 1. Neatly typewritten table of contents for each volume,arranged in systematic order 23 a. Contractor,name of responsible principal,address and telephone number 24 b. A list of each product required to be included,indexed to content of the volume 25 c. List,with each product: 26 1) The name,address and telephone number of the subcontractor or installer 27 2) A Iist of each product required to be included,indexed to content of the 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation 38 3) Delete references to inapplicable information 39 3. Drawings 40 a. Supplement product data with drawings as necessary to clearly illustrate; 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed'installation. 45 c. Do not use Project Record Drawings as maintenance drawings. 46 4. Written text,as required to supplement product data for the particular installation: 47 a. Organize in consistent format under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH .2018 CIF Concrete Restoration Conirad 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 20,2012 01 78 23_3 OPERATION AND MAINTENANCE DATA Page 3 or 5 1 5. Copy of each warranty,bond and service contract issued 2 a. Provide information sheet for City personnel giving: 3 1) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds 5 C. Manual for Materials and Finishes 6 1. Submit 5 copies of complete manual in final form. 7 2. Content,for architectural products,applied materials and finishes: 8 a. Manufacturer's data,giving full information on.products 9 1) Catalog number,size,composition 10 2) Color and texture designations 11 3) Information required fox reordering special manufactured products 12 b. Instructions for care and maintenance 13 1) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to 15 product 16 3) Recommended schedule for cleaning and maintenance 17 3. Content,for moisture protection and weather exposure products: 18 a. Manufacturer's data,giving full information on products 19 1) Applicable standards 20 2) Chemical composition 21 3) Details of installation 22 b. Instructions for inspection,maintenance and repair 23 D. Manual for Equipment and Systems 24 1. Submit 5 copies of complete manual in final form. 25 2. Content,for each unit of equipment and system,as appropriate: 26 a. Description of unit and component parts 27 1) Function,normal operating characteristics and limiting conditions 28 2) Performance curves,engineering data and tests 29 3) Complete nomenclature and commercial number of replaceable parts 30 b. Operating procedures 31 1) Start-up,break--in,routine and normal operating instructions 32 2) Regulation,control,stopping,shut-down and emergency instructions 33 3) Summer and winter operating instructions 34 4) Special operating instructions 35 c. Maintenance procedures 36 1) Routine operations 37 2) Guide to"trouble shooting" 38 3) Disassembly,repair and reassembly 39 4) Alignment,adjusting and checking 40 d. Servicing and lubrication schedule 41 1) List of lubricants required 42 e. Manufacturer's printed operating and maintenance instructions 43 £ Description of sequence of operation by control manufacturer 44 1) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts 46 g. As installed control diagrams by controls manufacturer 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams CITY OF FORT WORTH 2O18 CIP Concrete Resloralion Conh•ael 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS I0I569 Revised December 20,2012 017823-4 OPERATION AND MAWITF..NANCH DATA Page 4 of 5 1 i. Charts of valve tag numbers,with location and function of each valve 2 j. List of original manufacturer's spare parts,manufacturer's current prices,and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content,for each electric and electronic system,as appropriate: 6 a. Description of system and component parts 7 1) Function,normal operating characteristics,and limiting conditions 8 2) Performance curves,engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories of panelboards 11 1) Electrical service 12 2) Controls 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 1) Routine and norinal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to "trouble shooting" 22 3) Disassembly,repair and reassembly 23 4) Adjustment and checking 24 f. Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts,manufacturer's current prices,and 26 recommended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4: Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's person-act. 30 1.7 CLOSEOUT SUBMITTALS[NOT USED] 31 1.8 MAINTENANCE MATERIAX.SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH 2O13 CIP Cuncrele Reslorallon Conlrocl 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 70,2012 017923-5 OPERATION AND MAINTMANCE DA7 A Page 5 of 5 1 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY[NOT USED] 4 DART 2- PRODUCTS [NOT USED] 5 TART 3- EXECUTION [NOT USE, G END OF SECTION 7 Revision Log EDATIE2 NAME SUMMARY Off'CHANGE D.Johnson 1.5.A.1—title of seatian removed CITY OF PORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December20,2012 017839-1 PROJECT RECORD DOCUMENTS Page 1 o£4 1 SECTION 0178 39 2 PROJECT RECORD DOCUMENTS 3 PARTI- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents,including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. barge Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 16 2. Division 1—General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES[NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USEDI 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection,deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALSANFA ORMATIONAL SUBMITTALS[NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS[NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents,making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. CITY OF FORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised July 1,2011 017839-2 PROJECT RECORD DOU ME?NTS Page 2 of 4 1 3. To facilitate accuracy of records,make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding a[1 aspects of the Work,both concealed and 4 visible,to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement,investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Woxk and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data,use means necessary to again secure the data 12 to the City's approval. 13 a. in such case,provide replacements to the standards originally required by the 14 Contract Documents. I5 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY[NOT USED] 17 PART 2- PRODUCTS 18 2.1 OWNER-FURNISHED[o.Rl OWNER-SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed,secure from the City,at no 22 charge to the Contractor,I complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection.,provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL[NOT USED] 28 PART 3- EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION[NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. Immediately upon receipt of the job set,identify each of the Documents with the 35 title, "RECORD DOCUMENTS-JOB SET". CITY OF FORT WORTH 2O18 C1P Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUhIENTS 101569 Revised July 1,2011 017939-3 PR07SCT RECORD DOCUMENTS Page 3 a£4 1 2. Preservation 2 a. Considering the Contract completion time,the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed,devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City,until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum,in accordance with the intervals set forth in Section 017123, 11 clearly mark any deviations from Contract Documents associated with 12 installation of the infrastructure. 13 4. Making entries on Drawings 14 a. Record any deviations from Contract Documents. 15 b. Use an erasable colored pencil(not ink or indelible pencil),clearly describe the 16 change by graphic line and note as required. 17 c. Date all entries. 18 d. Call attention to the entry by a"cloud"drawn around the area or areas affected. 19 e. In the event of overlapping changes,use different colors for the overlapping 20 changes. 21 5. Conversion of schematic layouts 22 a. In some cases on the Drawings,arrangements of conduits,circuits,piping, 23 ducts,and similar items,are shown schematically and are not intended to 24 portray precise physical layout. 25 1) Final physical arrangement is determined by the Contractor,subject to the 26 City's approval. 27 2) However,design of future modifications of the facility may require 28 - accurate information as to the final physical layout of items which are 29 shown only schematically on the Drawings. 30 b. Show on the job set of Record Drawings,by dimension accurate to within 1 31 inch,the centerline of each run of items. 32 1) Final physical arrangement is determined by the Contractor,subject to the 33 City's approval. 34 2) Show,by symbol or note,the vertical location of the Item("under slab","in 35 ceiling plenum","exposed",and the like). 36 3) Make all identification sufficiently descriptive that it may be related 37 reliably to the Specifications. 38 c. The City may waive the requirements for conversion of schematic layouts 39 where,in the City's judgment,conversion serves no useful purpose. However, 40 do not rely upon waivers being issued except as specifically issued in writing 41 by the City. 42 B. Final Project Record Documents 43 1. Transfer of data to Drawings 44 a. Carefully transfer change data shown on the job set of Record Drawings to the 45 corresponding foal documents,coordinating the changes as required. 46 b. Clearly indicate at each affected detail and other Drawing a fall description of 47 changes made during construction,and the actual location of items. CITY OF FORT wORT11 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised July 1,2011 01 78 39-4 PROJECT RECORD DOCUMENTS Page 4 of 4 I c. Call attention to cach entry by drawing a"cloud"around the area or areas 2 affected. 3 d. Make changes neatly,consistently and with the proper media to assure 4 longevity and clear reproduction. 5 2. Transfer of data to other Documents 6 a. If the Documents,other than Drawings,bave been kept clean during progress of 7 the Work,and if entries thereon have been orderly to the approval of the City, S the job set of those Documents,other than Drawings,will be accepted as final 9 Record Documents. 10 b. If any such Document is not so approved by the City,secure a new copy of that 11 Document from the City at the City's usual charge for reproduction and 12 handling,and carefully transfer the change data to the new copy to the approval 13 of the City. 14 3.5 REPAIR/RESTORATION [NOT USED] 15 3.6 RE-INSTALLATION[NOT USED] 16 3.7 FIELD [oR]SITE QUALITY CONTROL,[NOT USED] 17 3.8 SYSTEM STARTUP [NOT USED] is 39 ADJUSTING[NOT USED] 19 3.10 CLEANING[NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION [NOT USED] 22 3.13 MAINTENANCE [NOT USED] 23 3.14 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 Revision Log DA I13 NAME SUMMARY OF CHANGE 26 CITY OF FORT WORTH 2018 CIP Cornrete Restoration Conlract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised July 1,2011 0241 13-1 SELECTIVE SITE DEMOLrr10N rage 1 oo 1 SECTION 02 4113 2 SELECTIVE SITE DEMOLITION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Removing sidewalks and steps 7 2. Removing ADA ramps and landings 8 3. Removing driveways 9 4. Removing fences 10 5. Removing guardrail 11 6. Removing retaining walls(less than 4 feet tall) 12 7. Removing mailboxes 13 8. Removing rip rap 14 9. Removing miscellaneous concrete structures including porches and foundations 15 10. Disposal of removed materials 16 B. Deviations this from City of Fort Worth Standard Specification 17 1. None. 18 C. Related Specification Sections include,but are not necessarily limited to: 19 1. Division 0—Bidding Requirements,Contract Norms,and.Conditions of the 20 Contract 21 2. Division 1—General Requirements 22 3. Section 31 23 23—Borrow 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Measurement 26 a. Remove Sidewalk:Measure by square foot. 27 b. Remove Steps:measure by the square foot as seen in the plan view only. 28 c. Remove ADA Ramp:measure by each. 29 d. Remove Driveway:measure by the square foot by type. 30 e. Remove Fence:measure by the linear foot. 31 f Remove Guardrail:measure by the linear foot along the face of the rail in place 32 including metal beam guard fence transitions and single guard rail terminal 33 sections from the center of end posts. 34 g. Remove Retaining Wall(less than 4 feet tall):measure by the linear foot 35 h. Remove Mailbox:measure by each. 36 i_ Remove Rip Rap:measure by the square foot. 37 j. Remove Miscellaneous Concrete Structure:measure by the lump sum. 38 2. Payment CITY OF FORT WORTH 2O78 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 20,2012 02 41 13-2 SELECTIVE SrrE DEMOLITION Page 2 of 5 1 a. Remove Sidewalk:full compensation for saw cutting,removal,hauling, 2 disposal,tools,equipment,labor and incidentals needed to execute work. 3 Sidewalk adjacent to or attached to retaining wall(including sidewalk that Acts 4 as a wall footing)shall be paid as sidewalk removal. For utility proj cots,this 5 Item shall be considered subsidiary to the trench and no other compensation 6 will be allowed. 7 b. Remove Steps:fall compensation for saw cutting,removal,hauling,disposal, 8 tools,equipment,labor and incidentals needed to execute work.For utility 9 projects,this Item shall be considered subsidiary to the trench and no other 10 compensation will be allowed. 11 c. Remove ADA Ramp and landing:full compensation for saw cutting,removal, 12 hauling,disposal,tools,equipment,labor and incidentals needed to execute 13 work. Work includes ramp landing removal.For utility projects,this Item shall 14 be considered subsidiary to the trench and no other compensation will be 15 allowed. 16 d. Remove Driveway: full compensation for saw cutting,removal,hauling, 17 disposal,tools,equipment,labor and incidentals needed to remove improved 18 driveway by type. For utility projects,this Item shall be considered subsidiary 19 to the trench and no other compensation will be allowed. 20 e. Remove Fence:fall compensation for removal,hauling,disposal,tools, 21 equipment,labor and incidentals needed to remove fence.For utility projects, 22 this Item shall be considered subsidiary to the trench and no other 23 compensation will be allowed. 24 £ Remove Guardrail: full compensation for removing materials,loading,hauling, 25 unloading,and storing or disposal;furnishing backfill material;backfllling the 26 postholes;and equipment,labor,tools,and incidentals.For utility projects,this 27 Item shall be considered subsidiary to the trench and no other compensation 28 will be allowed. 29 g. Remove Retaining Wall(less than 4 feet tall): full compensation for saw 30 cutting,removal,hauling,disposal,tools,equipment,labor and incidentals 31 needed to execute work. Sidewalk adjacent to or,attached to retaining wall 32 (including sidewalk that acts as a wall footing)shall be paid as sidewalk 33 removal.For utility projects,this Item shall be considered subsidiary to the 34 trench and no other compensation will be allowed. 35 h. Remove Mailbox: full compensation for removal,hauling,disposal,tools, 36 equipment,labor and incidentals needed to execute work.For utility projects, 37 this Item shall be considered subsidiary to the trench and no other 38 compensation will be allowed. 39 i. Remove Rip Rap:full compensation for saw cutting,removal,hauling, 40 disposal,tools,equipment,labor and incidentals needed to execute work. For 41 utility projects,this Item shall be considered subsidiary to the trench and no 42 other compensation will be allowed. 43 j. Remove Miscellaneous Concrete Structure:full compensation for saw cutting, 44 removal,hauling,disposal,tools,equipment,labor and incidentals needed to 45 execute work. For utility projects,this Item shall be considered subsidiary to 46 the trench and no other compensation will be allowed. 47 1.3 REFERS,NCEs 48 A. Definitions CITY OF FORT WORT11 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUAWNTS 101569 Revised December 20,20I2 0241 13-3 SELECTIVE SITE DEMOLITION Page 3 of 5 1 1. Improved Driveway:Driveway constructed of concrete,asphalt paving or brick unit 2 pavers. 3 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USE, 4 1.5 SUBMITTALS[NOT USED] 5 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 6 1,7 CLOSEOUT SUBMITTALS [NOT USED] 7 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 8 1.9 QUALITY ASSURANCE [NOT USED] 9 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 10 1.11 FIELD [SITE] CONDITIONS [NOT USED] 11 1.12 WARRANTY fNOT USED] 12 PART 2- PRODUCTS 13 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 14 2.2 MATERIALS 15 A. Fill Material:See Section 3123 23. 16 2.3 ACCESSORIES [NOT USED] 17 2.4 SOURCE QUALITY CONTROL[NOT USED] 18 PART 3- EXECUTION 19 3.1 INSTALLERS [NOT USED] 20 3.2 EXAMINATION[NOT USED] 21 3.3 PREPARATION [NOT USED] 22 3.4 REMOVAL 23 A. Remove Sidewalk 24 1. Remove sidewalk to nearest existing dummy,expansion or construction j oint. 25 2. Sawcut when removing to nearest joint is not practical. See 3A.K. 26 13. Remove Steps 27 1. Remove step to nearest existing dummy,expansion or constriction joint. 28 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 29 C. Remove ADA Ramp 30 1. Sawcut existing curb and gutter and pavement prior to wheelchair ramp removal. 31 See 3.4.K. 32 2. Remove ramp to nearest existing dummy,expansion or construction joint on 33 existing sidewalk. 34 D. Remove Driveway CITY OF FORT WORTH 2018 CIP Conemme Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 20,2012 02 41 13-4 SFLNCTIVE SITE DEMOLITION Page 4 of 5 1 1. Sawcut existing drive,curb and gutter and pavement prior to drive removal, See 2 3.4.K. 3 2. Remove drive to nearest existing dummy,expansion or construction joint. 4 3. Sawcut when removing to nearest j oint is not practical. See 3.4.K. 5 4. Remove adjacent sidewalk to nearest existing dummy,expansion or construction 6 joint on existing sidewalk. 7 E. Remove Fence 8 1. Remove all fence components above and below ground and backfill with acceptable 9 fill material. 10 2. Use caution in removing and salvaging fence materials. 11 3. Salvaged materials may be used to reconstruct fence as approved by City or as 12 shown on Drawings. 13 4. Contractor responsible for keeping animals(livestock,pets,etc.)within the fenced 14 areas during construction operation and while removing fences. 15 F. Remove Guardrail 16 1. Remove rail elements in original lengths. 17 2. Remove fittings from the posts and the metal rail and then pull the posts. 18 3. Do not mar or damage salvageable materials during removal. 19 4. Completely remove posts and any concrete surrounding the posts. 20 5. Furnish backfill material and backfill the hole with material equal in composition 21 and density to the surrounding soil unless otherwise directed. 22 6. Cut off or bend down eyebolts anchored to the dead elan to an elevation at least 1- 23 foot below the new subgrade elevation and leave in place along with the dead man. 24 G. Remove Retaining Walt(less than 4 feet tall) 25 1. Remove wall to nearest existing joint. 26 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 27 3. Removal includes all components of the retaining wall including footings. 28 4. Sidewalk adjacent to or attached to retaining wall: See 3.4.A 29 H. Remove Mailbox 30 1. Salvage existing materials for reuse. Mailbox materials may need to be used for 31 reconstruction. 32 J. Remove Rip Rap 33 1. Remove rip rap to nearest existing dummy,expansion or construction joint. 34 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 35 J. Remove Miscellaneous Concrete Structure 36 1. Remove portions of miscellaneous concrete structures including foundations and 37 slabs that do not interfere with proposed construction to 2 feet below the finished 38 ground line. 39 2. Cut reinforcement close to the portion of the concrete to remain in place. 40 3. Break or perforate the bottom of structures to remain to prevent the entrapment of 41 water. CITY OF FORT WORTH 2018 C1P Conerete ReVuration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Rovised December 20,2012 0241 13-5 SELFCTIVE SrIBDEMOLITION Page 5 of 5 1 K. Sawcut 2 1. Sawing FAuipment 3 a. Power-driven 4 b. Manufactured for the purpose of sawing pavement 5 c. In good operating condition 6 d. Shall not spall or fracture the pavement to the removal area 7 2. Sawcut peipendicular to the surface completely through existing pavement. 8 3.5 REPAIR[NOT USED] 9 3.6 RE-INSTALLATION[NOT USED] 10 3.7 SITE QUALITY CONTROL [NOT USED] 11 3.8 SYSTEM STARTUP [NOT USED] 12 3.9 ADJUSTING[NOT USED] 13 3.10 CLEANING[NOT USED] 14 3.11 CLOSEOUT ACTIVITIES [NOT USED] 15 3.12 PROTECTION]NOT USED] 16 3.13 MAINTENANCE [NOT USED] 17 314 ATTACHMENTS [NOT USED] 1$ END OF SECTION 19 Revision Log DA3FS NAME SUMMARY OF CHANGE 12/20/2012 A.Sohnson 1.2.A.2.Modified Payment-Items wilt be subsidiary to trench on utility projects 20 C=Or-FORT WORTH 2O18 CIP Concrete Restoralion Contract G STANDARD CONSTRUCTION SPECIFICA711ON DOCUMENTS 101569 Revised December 20,20I2 024115-1 PAVING REMOVAL Page I of 6 1 ,SECTION 02 4115 2 PAVING REMOVAL 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Removing concrete paving,asphalt paving and brick paving 7 2. Removing concrete curb and gutter 8 3. Removing concrete valley gutter 9 4. Milling roadway paving 10 5. Pulverization of existing pavement 11 6. Disposal of removed materials 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0-Bidding Requirements,Contract Forms,and Conditions of the Contract 16 2. Division 1 -General Requirements 17 3. Section 32 1133-Cement"Treated Base Courses 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Measurement 21 a. Remove Concrete Paving:measure by the square yard from back-to-back of 22 curbs. 23 b. Remove Asphalt Paving measure by the square yard between the lips of 24 gutters. 25 e. Remove Brick Paving:measure by the square yard. 26 d. Remove Concrete Curb and Gutter:measure by the linear foot. 27 e. Remove Concrete Valley Gutter:measure by the square yard 28 f. Wedge Milling:measure by the square yard for varying thickness. 29 g. Surface Milling:measure by the square yard for varying thickness. 30 h. Butt Milling:measured by the linear foot. 31 i. Pavement Pulverization:measure by the square yard. 32 j. Remove Speed Cushion:measure by each. 33 2. Payment 34 a. Remove Concrete Paving:fall compensation for saw cutting,removal,hauling, 35 disposal,tools,equipment,labor and incidentals needed to execute work.For 36 utility projects,this Item shall be considered subsidiary to the trench and no 37 other compensation will be allowed. 38 b. Remove Asphalt Paving:full compensation for saw cutting,removal,hauling, 39 disposal,tools,equipment,labor and incidentals needed to execute work.For 40 utility projects,this Item shall be considered subsidiary to the trench and no 41 other compensation will be allowed. CITY OF FORT WORTH 2O18 CIP Concrete Kesloration Contract 6 STANDARD CONSTRUCTION SPECIFICATIONDOCLIMSNTS 101569 Revised February 2,2016 024115-2 PAVING REMOVAL Page 2 of 6 I c. Remove Brick Paving:full compensation for saw cutting,removal,salvaging, 2 cleaning,hauling,disposal,tools,equipment,labor and incidentals needed to 3 execute work.For utility projects,this Item shall be considered subsidiary to 4 the trench and no other compensation will be allowed. 5 d. Remove Concrete Curb and Gutter:full compensation for saw cutting,removal., 6 hauling,disposal,tools,equipment,labor and incidentals needed to execute 7 work.For utility projects,this Item shall be considered subsidiary to the trench S and no other compensation will be allowed. 9 e. Remove Concrete Valley Gutter:full compensation for saw cutting,removal, 10 hauling,disposal,tools,equipment,labor and incidentals needed to execute I I work. 12 f. Wedge Milling:full compensation for all milling,hauling milled material to 13 salvage stockpile or disposal,tools,labor,equipment and incidentals necessary 14 to execute the work. 15 g. Surface Milling:full compensation for all milling,hauling milled material to 16 salvage stockpile or disposal,tools,labor,equipment and incidentals necessary 17 to execute the work. 18 h. Butt Milling:full compensation for all milling,hauling milled material to 19 salvage stockpile or disposal,tools,labor,equipment and incidentals necessary 20 to execute the work. 21 i. Pavement Pulverization:full compensation for all labor,material,equipment, 22 tools and incidentals necessary to pulverize,remove and store the pulverized 23 material,undercut the base,mixing,compaction,haul off,sweep,and dispose 24 of the undercut material. 25 j. Remove speed cushion: full compensation for removal,hauling,disposal, 26 tools,equipment,labor,and incidentals needed to execute the work.For utility 27 projects,this Item shall be considered subsidiary to the trench and no other 28 compensation will be allowed. 29 k. No payment for saw cutting of pavement or curbs and gutters will be made 30 under this section.Include cost of such work in unit prices for items listed in 31 bid form requiring saw cutting. 32 1. No payment will be made for work outside maximum payment limits indicated 33 on plans,or for pavements or structures removed for CONTRACTOWs 34 convenience. 35 1.3 REFERENCES 36 A. ASTM International(ASTM): 37 a. D698,Standard Test Methods for Laboratory Compaction Characteristics of 38 Soil Using Standard Effort(12 400 ft--lbf/ft3(600 kN m/m3)) 39 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 40 1.5 SUBMITTALS [NOT USED] 41 1.6 ACTION SUBMITTALS/INTORMATIONAL SUBMITTALS [NOT USED] 42 1.7 CLOSEOUT SUBMITTALS [NOT USED] 43 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 44 1.9 QUALITY ASSURANCE [NOT USED] 45 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] CITY OF FORT WORTH 2O18 CIP Concrele Restoration Confiact 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised February 2,2016 024115-3 PAVING REMOVAL Page 3 of 6 1 1.11 FIELD CONDITIONS [NOT USED] 2 1.12 WARRANTY[NOT USED] 3 PART2- PRODUCTS 4 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 5 2.2 EQUIPMENT [NOT USED] 6 2.3 ACCESSORIES [NOT USED] 7 2.4 SOURCE QUALITY CONTROL[NOT USED] 8 PART 3- EXECUTION 9 3.1 EXAMINATION [NOT USED] 10 3.2 INSTALLERS [NOT USED] 11 3.3 PREPARATION 12 A. General: 13 1. Mary paving removal limits for City approval prior to beginning removal. 14 2. Identify known utilities below grade-Stake and flag locations. 15 3.4 PAVEMENT REMOVAL 16 A. General. 17 1. Exercise caution to minimize damage to underground utilities. 18 2. Minimize amount of earth removed. 19 3, Remove paving to neatly sawed joints. 20 4. Use care to prevent fracturing adjacent,existing pavement. 21 B. Sawing 22 1. Sawing Equipment. 23 a. Power-driven. 24 b. Manufactured for the purpose of sawing pavement. 25 c. In good operating condition. 26 d. Shall not spall or fracture the pavement structure adjacent to the removal area. 27 2. Sawcut perpendicular to the surface to full pavement depth,parallel and 28 perpendicular to existing joint. 29 3. Sawcut parallel to the original Sawcut in square or rectangular fasbion. 30 4. If a Sawcut falls within 5 feet of an en existing dummy joint,construction joint,saw 31 joint,cold joint,expansion joint,edge of paving or gutter lip,remove paving to that 32 joint,edge or lip. 33 5. If a pavement edge of a cut is damaged subsequent to saw cutting,saw to a new, 34 neat,straight line for the purpose of removing the damaged area. 35 C. Remove Concrete Paving and Concrete Valley Gutter 36 1. Sawcut: See 3.4.8. 37 2. Remove concrete to the nearest expansion joint or vertical saw cut. CITY OF FORT WORTH 201 S CIP Concrete Restoration Canhact 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised February 2,2016 024115-4 PAVING REMOVAL Page 4 or 6 1 D. Remove Concrete Curb and Gutter 2 1. Sawcut: See 3.4.B. 3 2. Minimum limits of removal: 30 inches in length. 4 E. Remove Asphalt Paving 5 1. Sawcut: See 3A.B. 6 2. Remove pavement without disturbing the base material. 7 3. When shown on the plans or as directed,stockpile materials designated as 8 salvageable at designated sites. 9 4. Prepare stockpile area by removing vegetation and trash and by providing for 10 proper drainage. 11 F. Milling 12 1. General 13 a. Mill surfaces to the depth shown in the plans or as directed. 14 b. Do not damage or disfigure adjacent work or existing surface improvements. 15 c, If milling exposes smooth underlying pavement surfaces,mill the smooth 16 surface to make rough. 17 d. Provide safe temporary transition where vehicles or pedestrians must pass over 18 the milled edges. 19 e. Remove excess material and clean milled surfaces. 20 f, Stockpiling of planed material will not be permitted within the right of way 21 unless approved by the City. 22 g. if the existing base is brick and cannot be milled,remove a 5 foot width of the 23 existing brick base. See 3.3.G.for brick paving removal. 24 2. Milling Equipment 25 a. Power operated milling machine capable of removing,in one pass or two 26 passes,the necessary pavement thickness in a five-foot minimum width. 27 . b. Self-propelled with sufficient power,traction and stability to maintain accurate 2$ depth of cut and slope. 29 c. Equipped with an integral loading and reclaiming means to immediately 30 remove material cut from the surface of the roadway and discharge the cuttings 31 into a truck,all in one operation. 32 d. Equipped with means to control dust created by the cutting action. 33 e. Equipped with a manual system providing for uniformly varying the depth of 34 out while the machine is in motion making it possible to cut flush to all inlets, 35 manholes,or other obstructions within the paved area. 36 £ Variable Speed in order to leave the specified grid pattern. 37 g. Equipped to minimize air pollution. 38 3. Wedge Milling and Surface Milling 39 a. Wedge Mill existing asphalt,concrete or brick pavement from the lip of gutter 40 at a depth of 2 inches and transitioning to match.the existing pavement(0-inch 41 cut)at a minimum width of 5 feet. 42 b, Surface Milt existing asphalt pavement to the depth specified, 43 c. Provide a milled surface that provides a uniform surface free from gouges, 44 ridges,oil film,and other imperfections,of workmanship with a uniform 45 textured appearance. CITY OF FORT WORTH 2o18 CIP Concrete Restoration Contract 4 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised February 2,2016 024115-5 PAviNG RHMOVAL Page 5 of 6 1 d. Tn all situations where the existing H.M.A.C, surface contacts the curb face,the 2 wedge milling includes the removal of the existing asphalt covering the gutter 3 up to and along the face of curb. 4 e. Perform wedge or surface milling operation in a continuous manner along both 5 sides of the street or as directed. 6 4, Butt Joint Milling 7 a. Mill butt joints into the existing surface,in association with the wedge milling 8 operation. 9 b. Butt j oint will provide a full width transition section and a constant depth at the 10 point where the new overlay is terminated. 11 c. Typical locations for butt joints are at all beginning and ending points of streets 12 where paving material is removed. Prior to the milling of the butt joints, 13 consult with the City for proper location and limits of these joints. 14 d. Butt Milled joints are required on both sides of all railroad tracks and concrete 15 valley gutters,bridge decks and culverts and all other items which transverse 16 the street and end the continuity of the asphalt surface. 17 e. Make each butt joint 20 feet long and milled out across the full width of the 18 street section to a tapered depth of 2 inch. 19 f Taper the milled area within the 20-feet to a depth from 0-inch to 2-inch at a 20 line adjacent to the beginning and ending points or intermediate transverse 21 items. 22 g. Provide a temporary wedge of asphalt at all butt joints to provide a smooth ride 23 over the bump. 24 G. Remove Brick Paving 25 1. Remove masonry paving units to the limits specified in the plans or as directed by 26 the City. 27 2. Salvage existing bricks for re-use,clean,palletize,and deliver to the City Stock pile 28 yard at 3300 Yuma Street or as directed. 29 H. Pavement Pulverization 30 1. Pulverization 31 a. Pulverize the existing pavement to depth of 8 inches. See Section 32 11 33. 32 b. Temporarily remove and store the 8-inch deep pulverised material,then cut the 33 base 2 inches. 34 c. Start 2-inch base out at a depth of 8 inches from the existing pulverized surface. 35 2. Cement Application 36 a. Use 3.5%Portland cement. 37 b. See Section 32 1133. 38 3. Mixing:see Section 32 1133. 39 A. Compaction: see Section 32 1133. 40 5. Finishing:see Section 32 1133. 41 6. Curing:see Section 32 1133. 42 7. If the existing pavement has a combination of 10 inches of H.M.A.C.and crushed 43 stone/gravel: 44 a. Undercut not required 45 b. Pulverize 10 inches deep. 46 c. Remove 2-inch the total pulverized amount. CITY OF FORT WORTH 2018 CIP Conerete Restoration Contract 6 STANDARD CONSTRUCTION SPHCIFICATION DOCUNMNTS 101569 Revised February 2,2016 024115-6 PAVING REMOVAL Page 6 of 6 1 I. Remove speed cushion 2 1. Scrape or sawcut speed cushion from existing pavement without damaging existing 3 pavement. 4 3.5 REPAIR[NOT USED] 5 3.6 RE-INSTALLATION[NOT USED] 6 3.7 FIELD QUALITY CONTROL[NOT USED] 7 3.8 SYSTEM STARTUP[NOT USED] 8 3.9 ADJUSTING[NOT USED] 9 3.10 CLEANING[NOT USED] 10 3.11 CLOSEOUT ACTIVITIES [NOT USE, 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 END Ol SECTION 15 Revision Log DATE NAME SUMMARY OF CHANGE 1 212 0/20 1 2 D.Johnson 1.2.A—modified payment requirements on utility projects 2/2/2016 F,Grillin 1.2.A.2.b.—Removed duplicate last sentence. 16 CITY OF PORT WORTH 2118 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SI'ECIFICA'rION DOCUMENTS 101569 Revised February 2,2016 3123 16-1 UNCLASSIFIED EXCAVATION Page I of 5 1 SECTION 3123 16 2 UNCLASSIFIED EXCAVATION 3 PART 1- 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. 1%or this project, unclassified excavation 3123 16 shall be payable to remove 16 excess subgrade material where replaced concrete pavement thickness is greater 17 than 8-inches. 18 2. Unclassified excavation for the installation offleex base course will be considered 19 subsidiary with no separate pay. 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 I—General Requirements 23 3. Section 3123 23—Barrow 24 4. Section 3124 00--Embankments 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment: Unclassified excavation shall be payable for the removal of 27 excess subgrade material where replaced concrete pavement thickness is greater ihan 28 8-inches. 29 1. Excavation by Plan Quantity 30 a. Measurement 31 1) Measurement for this Item shall be by the cubic yard in its final position 32 using the average end area method.Limits of measurement are shown on 33 the Drawings. 34 2) When measured by the cubic yard in its final position,this is a plans 35 quantity measurement Item.The quantity to be paid is the quantity shown 36 in the proposal,unless modified by Article 11.04 of the General 37 Conditions.Additional measurements or calculations will be made if 38 adjustments of quantities are required. 39 b. Payment CITY OF POWI'WORTH 2018 CIP Concrete Restoration Conn act 6 STANDARD CONSTRUCTION SPECIOCArION DOCUrvIFNTS 101569 Revised January 28,2013 312316-2 UNCLASSIFIED EXCAVATION Page 2 of 5 1 1) The work performed and materials furnished in accordance with this Item 2 and measured as provided under"Measurement"will be paid for at the unit 3 price bid per cubic yard of"Unclassified Excavation by Plan". No 4 additional compensation will be allowed for rock or shrinkage/swell 5 factors,as these are the Contractor's responsibility. 6 c. The price bid shall include: 7 1) Excavation 8 2) Excavation Safety 9 3) Drying 10 4) Dust Control 11 5) Reworking or replacing the over excavated material in rock cuts 12 6) Hauling 13 7) Disposal of excess material not used elsewhere onsite 14 8) Scarification 15 9) Clean-up 16 10) Unclassiftecl excavation to place flexible base course 17 2. Excavation by Surveyed Quantity 18 a. Measurement 19 1) Measurement for this Item shall be by the cubic yard in its final position 20 calculated using the average end area or composite method. 21 a) The City will perform a reference survey once the Site has been cleared 22 to obtain existing ground conditions. 23 b) The City will perform a final post-construction survey. 24 c) The Contractor will be paid for the cubic yardage of Excavated material 25 calculated as the difference between the two surveys. 26 d) Partial payments will be based on estimated plan quantity 27 measurements calculated by the Engineer. 28 b. Payment 29 1) The work performed and materials furnished in accordance with this Item 30 and measured as provided under"Measurement"will be paid for at the unit 31 price bid per cubic yard of"Unclassified Excavation by Survey". 32 c. The price bid shall include: 33 1) Excavation 34 2) Excavation Safety 35 3) Drying 36 4) Dust Control 37 5) Reworking or replacing the over excavated material in rock cuts 38 6) Hauling 39 7) Disposal of excess material not used elsewhere onsite 40 8) Scarification 41 9) Clean-up 42 1.3 REFERENCES INOT USED] 43 A. Definitions 44 1. Unclassified Excavation—Without regard to materials,all excavations shall be 45 considered unclassified and shall include all materials excavated. Any reference to 46 Rock or other materials on the Drawings or in the specifications is solely for the 47 City and the Contractor's information and is not to be taken as a classification of 48 the excavation. CITY OF FORT WORTir 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised January 29,2013 312316-3 UNCLASSIFIED EXCAVATION Page 3 of 5 1 1.4 ADMINSTRATIVE REQUIREMENTS 2 A, The Contractor will provide the City with a Disposal Letter in accordance to Division 3 01. 4 1.5 SUBMITTALS [NOT USED] 5 1.6 ACTION SuBmITTALSANFORMATIONAL SUBMITTALS [NOT USED] 6 1.7 CLOSEOUT SUBMITTALS [NOT USED] 7 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 8 1.9 QUALITY ASSURANCE 9 A. Excavation Safety 10 1. The Contractor shall be solely responsible for making all excavations in a safe 11 manner. 12 2, All excavation and related sheeting and bracing shall comply with the requirements 13 of OSI3A excavation safety standards 29 CFR part 1926 and state requirements. 14 1.10 DELIVERY,STORAGE,AND HANDLING 15 A. Storage 16 1. Within Existing Rights-of-Way(ROW) 17 a, Sail may be stored within existing ROW,easements or temporary construction 18 easements,unless specifically disallowed in the Contract Documents. 19 b. Do not block drainage ways,inlets or driveways. 20 c. Provide erosion control in accordance with Section 3125 00. 21 d. When the Work is performed in active traffic areas,store materials only in 22 areas barricaded as provided in the traffic control plans. 23 e. In non paved areas,do not store material on the root zone of any trees or in 24 landscaped areas. 25 2. Designated Storage Areas 26 a. If the Contract Documents do not allow the storage of spoils within the ROW, 27 casement or temporary construction easement,then secure and maintain an 28 adequate storage location. 29 b. Provide an affidavit that rights have been secured to store the materials on 30 private property. 31 c. Provide erosion control in accordance with Section 31 25 00. 32 d. Do not block drainage ways. 33 1.11 FIELD CONDITIONS 34 A. Existing Conditions 35 1. Any data which has been or may be provided on subsurface conditions is not 36 intended as a representation or warranty of accuracy or continuity between soils.It 37 is expressly understood that neither the City nor the Engineer will be responsible 38 for interpretations or conclusions drawn there from by the Contractor. 39 2. Data is made available for the convenience of the Contractor. CITY OF FORT WORTH 2018 CIP Conerele Restoration Contract 6 STANDAIZ-D COONSTRUCI'ION SPECIFICATION DOCUMENTS 10156R Revised January 28,2013 312316-4 uNCLASSIFILiD EXCAVATION Page 4 of 5 1 1.12 WARRANTY[NOT USED] 2 PART 2- PRODUCTS [NOT USE, 3 2.1 OWNER-FURNISHED [NOT USED] 4 2.2 PRODUCT TYPES AND MATERIALS 5 A. Materials 6 1. Unacceptable Till Material 7 a. In-situ soils classified as ML,MH,PT,OL or OH in accordance with ASZM 8 D2487 9 PART 3- EXECUTION 10 3.1 INSTALLERS [NOT USED] 11 3.2 EXAMINATION[NOT USED] 12 3.3 PREPARATION[NOT USED] 13 3.4 CONSTRUCTION 14 A. Accept ownership of unsuitable or excess material and dispose of material off site 15 accordance with local,state,and federal regulations at locations. 16 B. Excavations shall be performed in the dry,and kept free from water,snow and ice 17 during construction with eh exception of water that is applied for dust control. 18 C: Separate Unacceptable Fill Material from other materials,remove from the Site and 19 properly dispose according to disposal plan. 20 D. Maintain drainage in the excavated area to avoid damage to the roadway sections and 21 proposed or existing structures. 22 E. Correct any damage to the subgrade caused by weather,at no additional cost to the 23 City. 24 F. Shape slopes to avoid loosening material below or outside the proposed grades. 25 Remove and dispose of slides as directed. 26 G. Rock Cuts 27 1. Excavate to finish grades. 28 2. In the event of over excavation due to contractor error below the lines and grades 29 established in the Drawings,use approved embankment material compacted in 30 accordance with Section 3124 00 to replace the over excavated at no additional 31 cost to City. 32 H. Earth Cuts 33 1. Excavate to fmish subgrade CITY OF FORT WORTH2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUhMNTS 101569 Revised Junuary 28,2013 3123 t6-5 UNCLASSIFIED EXCAVATION Page 5 of 5 1 2. In the event of over excavations due to contractor error below the lines and grades 2 established in the Drawings,use approved embankment material compacted in 3 accordance with Section 31 24 00 to replace the over excavated at no additional 4 cost to City. 5 3. Manipulate and compact subgrade in accordance with Section 3124 00. 6 3.5 REPAIR[NOT USED] 7 3.6 RE-INSTALLATION[NOT USED] 8 3.7 FIELD QUALITY CONTROL 9 A. subgrade Tolerances 10 1. Excavate to within 0.1 foot in all directions. 11 2. In areas of over excavation.,Contractor provides fill material approved by the City 12 at no expense to the City. 13 3.8 SYSTEM STARTUP [NOT USED] 14 3.9 ADJUSTING[NOT USED] 15 3.10 CLEANING[NOT USE, 16 3.11 CLOSEOUT ACTIVITIES [NOT USED] 17 3.12 PROTECTION[NOT USED] 18 3.13 MAINTENANCE [NOT USE, 19 3.14 ATTACHMENTS [NOT USED] 20 END OF SECTION Revision Log F12/120)/2012 A`1'E NAME SUMMARY OF CHANGE D.7ohnson 1.2-1Vleasurement and Payment Section modified;Btuc Text added for clarification 28113 D.Johnson 1.2—Modified Bid Item names in payment section to differentiate between Payment Methods on bid list. 21 CITY OF FORT WORTH 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMPNTS ]01569 Revised 3anuary 28,2013 312500-i SitOSiON AND SEDIMENT CONTROL Page 149 1 SECTION 3125 00 2 EROSION AND SEDIMENT CONTROL 3 PA.RT 1- GENERAL 4 11 SUMMARY 5 A. Section Includes: 6 1. Implementation of the project's Storm Water Pollution Prevention Plan(SWPPP) 7 and installation,maintenance and removal of erosion and sediment control devices 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 12 2. Division 1—General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Storm Water Pollution Prevention Plan<1 acre 16 a. Measurement 17 1) This Item is considered subsidiary to the various Items bid. 18 b. Payment i9 1) The work performed and the materials furnished in accordance with this 20 Item are subsidiary to the structure or Items being bid and no other 21 compensation will be allowed. 22 2. Storm Water Pollution Prevention Plante 1 acre 23 a. Measurement for this Item shall be by lump sum. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item shall be paid for at the lump sum price bid for"SWPPP> I acre". 27 c. The price bid shall include: 28 1) Preparation of SWPPP 29 2) Implementation 30 3) Permitting fees 31 4) Installation 32 5) Maintenance 33 6) Removal 34 1.3 REFERENCES 35 A. Reference Standards 36 1. Reference standards cited in this Specification refer to the current reference 37 standard published at the time of the latest revision date logged at the end of this 38 Specifications,unless a date is specifically cited. 39 2. ASTM Standard: CrFY OF FORT WORTH 2018 CIP ConcreteReVaration Conhract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 20,2012 312500-2 EROSION AND SEDIMENT CONTROL Page 2 of9 1 a. ASTM D3786, Standard Test Method for Bursting Strength of Textile 2 Fabrics--Diaphragm Bursting Strength Tester Method 3 b. ASTM D4632,Standard Test Method for Grab Breaking Load and Elongation 4 of Geotextiles 5 c. ASTM D4751,Standard Test Method for Determining Apparent Opening Size 6 of a Geotextile 7 d. ASTM D4833,Standard Test Method for Index Puncture Resistance of 8 Geon>embranes and Related Products 9 3. Texas Commission on Environmental Quality(TCEQ)TPDES General Permit No. 10 TXR150000 11 4. TxDOT Departmental Material Specifications(DMS) 12 a. DMS-6230"Temporary Sediment Control Fence Fabric" 13 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 14 1.5 SUBMITTALS 15 A. Storm Water Pollution Prevention Plan(SWPPP) 16 B. TCEQ Notice of Intent(NOI)for Storm Water Discharges Associated with 17 Construction Activity under the TPDES General Permit 18 C. Construction Site Notice 19 D. TCEQ Notice of Termination(NOT)for Storm Water Discharges Associated with 20 Construction Activity under the TPDL1S General Permit 21 E. Notice of Change(if applicable) 22 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 23 1.7 CLOSEOUT SUBMITTALS[NOT USED] 24 1.8 MAINTENANCE( MATERIAL SUBMITTALS [NOT USED] 25 1.9 QUALITY ASSURANCE [NOT USED] 26 1.10 DELIVERY,STORAGE AND HANDLING[NOT USED] 27 1.11 FIELD [SITE] CONDITIONS [NOT USED] 28 1.12 WARRANTY[NOT USED] 29 PART 2- PRODUCTS 30 2.1 OWNER FURNISHED loR] OWNER-SUPPLIED PRODUCTS [NOT USED] 31 2.2 PRODUCT TYPES AND MATERIALS 32 A. Rock Filter Dams 33 1. Aggregate 34 a. Furbish aggregate with hardness,durability,cleanliness and resistance to 35 crumbling,flaking and eroding acceptable to the Engineer. 36 b. Provide the following: 37 1) Types 1,2 and 4 Rock Filter Dams CITY Or PORT WORTH 2078 CIP Concrete Restoration Contract l STANDARD CONSTRUCTION SPECIFICATION DOCUM:E 1TS 101569 Revised December 20,2012 3125 00-3 13ROSION AND SEDIMENT CONTROL Page 3 of 9 1 a) Use 3 to 6 inch aggregate. 2 2) Type 3 Rock Filter Dams 3 a) Use 4 to 8 inch aggregate. 4 2. Wire 5 a. Provide minimum 20 gauge galvanized wire far the steel wire mesh and tie 6 wires for Types 2 and 3 rock filter dams 7 b. Type 4 dams require: g 1) Double-twisted,hexagonal weave with a nominal mesh opening of 2'/2 9 inches x 3 '/inches 10 2) Minimum 0.0866 inch steel wire for netting 11 3) Minimum 0.1063 inch steel wire for selvages and corners 12 4) Minimum 0.0866 inch for binding or tie wire 13 B. Geotextile Fabric 14 1. Place the aggregate over geotextile fabric meeting the following criteria: 15 a. Tensile Strength of 250 pounds,per ASTM D4632 16 b. Puncture Strength of 135 pounds,per ASTM D4833 17 c. Mullen Burst Rate of 420 psi,per ASTM D3786 18 d. Apparent Opening Size of No.20(max),per ASTM D4751 19 C. Sandbag Material 20 1. Furnish sandbags meeting Section 2.5 except that any gradation of aggregate may 21 be used to fill the sandbags. 22 D. Stabilized Construction Entrances 23 1. Provide materials that meet the details shown on the Drawings and this Section. 24 a. Provide crashed aggregate for long and short-term construction exits. 25 b. Furnish aggregates that are clean,hard,durable and free from adherent coatings 26 such as salt,alltali,dirt,clay,loam,shale,-soft or flaky materials and organic 27 and injurious matter. 28 c. Use 3 to 5 inch coarse aggregate with a minimum thickness of 12 inches. 29 d. The aggregate shall be placed over a geotextile fabric meeting the following 30 criteria: 31 1) Tensile Strength of 300 pounds,per ASTM D4632 32 2) Puncture Strength of 120 pounds,per ASTM D4833 33 3) Mullen Burst Rate of 600 psi,per ASTM D3786 34 4) Apparent Opening Size of No.40(max),per ASTM D4751 35 E. Emban hnent for Erosion Control 36 1. Provide rock,loam,clay,topsoil or other earth materials that will form a stable 37 embankment to meet the intended use. 38 F. Sandbags 39 1. Provide sandbag material of polypropylene,polyethylene or polyamide woven 40 fabric with a minimum unit weight of 4 ounces per square yard,a Mullen burst- 41 strength exceeding 300 psi,and an ultraviolet stability exceeding 70 percent. 42 2. Use natural coarse sand or manufactured sand meeting the gradation given in Table 43 1 to fill sandbags. 44 3. Filled sandbags must be 24 to 30 inches long, 16 to 18 inches wide,and 6 to 8 45 inches thick. 46 Table 1 CITY OF FORT WORTH 0)8 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 20,2012 312500-4 EROSION AND SEDIMENT CONTROL Page 4 of 9 1 Sand Gradation Sieve# Maximum Retained %by Wei bt 4 3 percent 100 80 ercent 200 9S ercent 2 G. Temporary Sediment Control Fence 3 L Provide a net-reinforeed fence using woven geo-textile fabric. 4 2. Logos visible to the traveling public will not be allowed. 5 a. Fabric 6 1) Provide fabric materials in accordance with DMS-6230,"Tgmporary 7 Sediment Control Fence fabric." 8 b. Posts 9 1) Provide essentially straight wood or steel posts with a minimum tengtb of 10 48 inches,unless otherwise shown on the Drawings. 11 2) Soft wood posts must be at least 3 inches in diameter or nominal 2 x 4 inch 12 3) Hardwood posts must have a minimum cross-section of 1-1/2 x 1-1/2 inch 13 4) T-or L-shaped steel posts must have a minimum weight of 1.3 pounds per 14 foot. 15 c. Net Reinforcement 16 1) Provide net reinforcement of at least 12-1/2 gauge galvanized welded wire 17 mesh,with a maximum opening size of 2 x 4 inch,at least 24 inches wide, 18 unless otherwise shown on the Drawings. I9 d. Staples 20 1) Provide staples with a crown at least 3/4 inch wide and legs 1/2 inch long. 21 2.3 ACCESSORIES [NOT USED] 22 2.4 SOURCE QUALITY CONTROL[NOT USI+lD] 23 PART 3- EXECUTION 24 3.1 INSTALLERS [NOT USED] 25 3.2 EXA�v"ATION[NOT USED] 26 3.3 PREPARATION [NOT USED] 27 3.4 INSTALLATION 28 A. Storm Water Pollution Prevention Plan 29 1. Develop and implement the project's Storm Water Pollution Prevention Plan 30 (SWPPP)in accordance with.the TPD1 S Construction General Permit TXR150000 31 requirements. Prevent water pollution from storm water runoff by using and 32 maintaining appropriate structural and nonstructural BMPs to reduce pollutants 33 discharges to the MS4 from the construction site. 34 B. Control Measures 35 1. Implement control measures in the area to be disturbed before beginning 36 construction,or as directed.Limit the disturbance to the area shown on the 37 Drawings or as directed. CITY OF FORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SkECiFICATION DOCUMENTS 101569 Revised December 20,2012 312500-5 EROSION AND SEDIMENT CONTROL Page 5 of 9 1 2. Control site waste such as discarded building materials,concrete truck washout 2 water,chemicals,litter and sanitary waste at the construction site. 3 3. If,in the opinion of the Engineer,the Contractor cannot control soil erosion and 4 sedimentation resulting from construction operations,the Engineer will limit the 5 disturbed area to that which the Contractor is able to control_Minimize disturbance 6 to vegetation. 7 4. Immediately correct ineffective control measures.Implement additional controls as 8 directed.Remove excavated material within the time requirements specified in the 9 applicable storm water permit. 10 5. Upon acceptance of vegetative cover by the City,remove and dispose of all 11 temporary control measures,temporary embankments,bridges,matting,falsework, 12 piling,debris,or other obstructions placed during construction that are not a part of 13 the finished work,or as directed. 14 r C. Do not locate disposal areas,stockpiles,or haul roads in any wetland,water body,or 15 streambed. 16 D. Do not install temporary construction crossings in or across any water body without the 17 prior approval of the appropriate resource agency and the Engineer, 18 E. Provide protected storage area for paints,chemicals,solvents,and fertilizers at an 19 approved location.Keep paints,chemicals,solvents,and fertilizers off bare ground and 20 provide shelter for stored chemicals. 21 F. Installation and Maintenance 22 1. Perform work in accordance with the TPDES Construction General Permit 23 TXR150000. 24 2. When approved,sediments may be disposed of within embankments,or in areas 25 where the material will not contribute to further siltation. 26 3. Dispose of removed material in accordance with federal,state,and local 27 regulations. 28 4. Remove devices upon approval or when directed. 29 a. Upon removal,frnish-grade and dress the area. 30 b. Stabilize disturbed areas in accordance with the permit,and as shown on the 31 Drawings or directed. 32 S. The Contractor retains ownership of stockpiled material and must remove it from 33 the project when new installations or replacements are no longer required. 34 G. Rock Filter Dams for Erosion Control 35 1. Remove trees,brush,stumps and other objectionable material that may interfere 36 with the construction of rock filter dams. 37 2. Place sandbags as a foundation when required or at the Contractor's option. 38 3. For Types 1,2,3,and 5,place the aggregate to the lines,height,and slopes 39 specified,without undue voids. 40 4. For Types 2 and 3,place the aggregate on the mesh and then fold the mesh at the 41 upstream side over the aggregate and secure it to itself on the downstream side with 42 wire ties,or hog rings,or as directed. 43 5. Place rock filter dams perpendicular to the flow of the stream or.channel unless 44 otherwise directed. CI'SY OF PORT WORTH 2018 CIP Concrele Restwalion Contract 6 STANDARD CONSTRUCTION SPIICIp1CATION DOCUMI3NTS 101569 Revised December 20,2012 312500-6 EROSION AND SEDIIvIEW CONTROL Page 6 of 9 1 6. Construct filter dams according to the following criteria,unless otherwise shown on 2 the Drawings: 3 a. Type 1 (Non-reinforced) 4 1) Height-At least 18 inches measured vertically from existing ground to top 5 of filter dam 6 2) Top Width-At least 2 feet 7 3) Slopes-At most 2:1 g b. Type 2(Reinforced) 9 1) Height-At least 18 inches measured vertically from existing ground to top 10 of filter dam 11 2) Top Width-At least 2 feet 12 3) Slopes-At most 2:1 13 c. Type 3 (Reinforced) 14 1) Height-At least 36 inches measured vertically from existing ground to top 15 of filter dam 16 2) Top Width-At least 2 feet 17 3) Slopes-At most 2:1 18 d. Type 4(Sack Gabions) 19 1) Unfold sack gabions and smooth out kinks and bends. 20 2) For vertical filling,connect the sides by lacing in a single loop—double loop 21 pattern on 4-to 5-inches spacing.At 1 end,pull the end lacing rod until 22 tight,wrap around the end,and twist 4 times.At the filling end,fill with 23 stone,pull the rod tight,cut the wire with approximately 6 inches 24 remaining,and twist wires 4 times. 25 3) For horizontal filling,place sack flat in a filling trough,fill with stone,and 26 connect sides and secure ends as described above. 27 4) Lift and place without damaging the gabion. 28 5) Shape sack gabions to existing contours. 29 e. Type S 30 1) Provide rock filter dams as shown on the Drawings. 31 H. Construction Entrances 32 1. When tracking conditions exist,prevent traffic from crossing or exiting the 33 construction site or moving directly onto a public roadway,alley,sidewalk,parking 34 area,or other right of way areas other than at the location of construction entrances. 35 2. Place the exit over a foundation course,if necessary. 36 a. Grade the foundation course or compacted subgrade to direct runoff from the 37 construction exits to a sediment trap as shown on the Drawings or as directed. 38 3. At drive approaches,make sure the construction entrance is the fall width of the 39 drive and meets the length shown on the Drawings. 40 a. The width shall beat least 14 feet for 1-way and 24 feet for 2-way traffic for all 41 other points of ingress or egress or as directed by the Engineer. 42 I. Earthwork for Erosion Control 43 1. Perform excavation and embankment operations to minimize erosion and to remove 44 collected sediments from other erosion control devices. 45 a. Excavation and Embankment for Erosion Control Measures 46 1) Place earth dikes,swales or combinations of both along the low crown of 47 daily lift placement,or as directed,to prevent runoff spillover. CITY OF PORT WORTII 20)8 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 20,2012 31250D-7 EROSION AND SEDIMENT CONTROL Page 7 of 9 1 2) Place swales and dikes at other locations as shown on the Drawings or as 2 directed to prevent runoff spillover or to divert runoff. 3 3) Construct cuts with the low end blocked with undisturbed earth to prevent 4 erosion of hillsides. $ 4) Construct sediment traps at drainage structures in conjunction with other 6 erosion control measures as shown on the Drawings or as directed. 7 5) Where required,create a sediment basin providing 3,600 cubic feet of 8 storage per acre drained,or equivalent control measures for drainage 9 locations that serve an area with 10 or more disturbed acres at 1 time,not 10 including offsite areas. 1 I b. Excavation of Sediment and Debris 12 1) Remove sediment and debris when accumulation affects the performance Of 13 the devices,after a rain,and when directed, 14 J. Sandbags for Erosion Control 15 1. Construct a berm or dam of sandbags that will intercept sediment-laden storm water 16 runoff from disturbed areas, create a retention pond,detain sediment and release 17 water in sheet flow. 18 2. Fill each bag with sand so that at least the top 6 inches of the bag is unfilled to 19 allow for proper tying of the open end. 20 3. Place the sandbags with their tied ends in the same direction. 21 4. Offset subsequent rows of sandbags 1/2 the length of the preceding row. 22 5. Place a single layer of sandbags downstream as a secondary debris trap. 23 6. Place additional sandbags as necessary or as directed for supplementary support to 24 berms or dams of sandbags or earth. 25 K. Temporary Sediment-Control Fence 26 1. Provide temporary sediment-control fence near the downstream perimeter of a 27 disturbed area to intercept sediment from sheet flow. 28 2. Incorporate the fence into erosion-control measures used to control sediment in 29 areas of higher flow.Install the fence as shown on the Drawings,as specified in this 30 Section,or as directed. 31 a. Post Installation 32 1) Embed posts at least 18 inches deep,or adequately anchor,if in rock,with a 33 spacing of 6 to 8 feet and install on a slight angle toward the run-off source. 34 b. Fabric Anchoring 35 1) Dig trenches along the uphill side of the fence to anchor 6 to 8 inches of 36 fabric. 37 2) Provide a minimum trench cross-section of 6 x 6 inches 38 3) Place the fabric against the side of the trench and align approximately 2 39 inches of fabric along the bottom in the upstream.direction. 40 4) Backfill the trench,then hand-tamp. 41 c. Fabric and Net Reinforcement Attachment 42 1) Unless otherwise shown under the Drawings,attach the reinforcement to 43 wooden posts with staples,Or to steel posts with T-clips,in at least 4 places 44 equally spaced. 45 2) Sewn vertical pockets may be used to attach reinforcement to end pasts. 46 3) Fasten the fabric to the top strand of reinforcement by hog rings or cord 47 every 15 inches or less. CITY OF FORT WORTH tom CIP Concrete Restoration Cmaract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 20,2012 312500-9 EROSTON AND SEDIMENT CONTROL Wage S of 9 1 d. Fabric and Net Splices 2 1) Locate splices at a fence post with a minimum lap of 6 inches attached in at 3 least 6 places equally spaced,unless otherwise shown under the Drawings. 4 a) Do not Locate splices in concentrated flow areas. 5 2) Requirements for installation of used temporary sediment-control fence 6 include the following: 7 a) Fabric with minimal or no visible signs of biodegradation(weak fibers) 9 b) Fabric without excessive patching(more than 1 patch every 15 to 20 9 feet) 10 c) Posts without bends 11 d) Backing without holes 12 3.5 RE-PAIR/RESTORATION[NOT USED] 13 3.6 REINSTALLATION[NOT USED] 14 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 15 3.8 SYSTEM STARTUP [NOT USED] 16 3.9 ADJUSTING [NOT USED] 17 3.10 CLEANING 18 A. Waste Management 19 1. Remove sediment,debris and litter as needed. 20 3.11 CLOSEOUT ACTIVITIES 21 A. Erosion control measures remain in place and are maintained until all soil disturbing 22 activities at the project site have been completed. 23 B. Fstabiish a uniform vegetative cover with a density of 70 percent on all unpaved.areas, 24 on areas not covered by permanent structures,or in areas where permanent erosion 25 control measures(i.e.riprap,gabious,or geotextiles)have been employed. 26 3.12 PROTECTION [NOT USED] 27 3.13 MAINTENANCE 28 A. Install and maintain the integrity of temporary erosion and sedimentation control 29 devices to accumulate silt and debris until earthwork construction and permanent 30 erosion control features are in place or the disturbed area has been adequately stabilized 31 as determined by the Engineer. 32 B. If a device ceases to function as intended,repair or replace the device or portions 33 thereof as necessary. 34 C. Perform inspections of the construction site as prescribed in the Construction General 35 Permit TXR150000. 36 D. Records of inspections and modifications based on the results of inspections must be 37 maintained and available in accordance with the permit. CITY OF FORT WORTH 2O18 CIP Concrete Restoratton Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 20,2012 312500-9 IxROSION AND SEDIMENT CONTROL Page 9 of 9 1 3.14 ATTACHMENTS [NOT USED] 2 END OF SECTION 3 Revision Lag DA` B NAME SUMMARY OF CHANGE 4 CITY OF FORT WORTH 2018 CIP Concrete Reslaradon Conlrad 6 STANDARD CONSTRUCTION SPECIFICATION DOCUNMNTS i01569 Revised December 20,2012 32 1123-1 PI.E IBI.BBASECOURSES Page 1 of7 1 SECTION 3211 Z3 2 FLEXIBLE BASE CC(TRSBS 3 PART 1- GENERAL 4 1,1 SUMMARY 5 A. Sectionlncludes: 6 1. Foundation course for surface course or for other base course composed of flexible 7 base constructed in one or more courses in conformity with the typical section. 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements,Contract Forms,and Conditions of the 12 Contract 13 2. Division 1—General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Measurement 17 a. Measurement for this Item will be by the square yard of Flexible Base Course 18 for various: 19 1) Depths 20 2) Types 21 3) Gradations 22 2. Payment 23 a. The work performed and materials furnished in accordance with this Item and 24 measured as provided under"Measurement"will be paid for at the unit price 25 bid per square yard of Flexible Base Course. 26 3. The price bid shall include: 27 a. Preparation and correction of subgradc 28 b. Furnishing of material 29 C. Hauling 30 d. Blading 31 e. Sprinkling 32 f. Compacting 33 1.3 REFERENCES 34 A. Definitions 35 1. RAP—Recycled Asphalt Pavement. 36 B. Reference Standards 37 1. Reference standards cited in this specification refer to the current reference standard 38 published at the time of the latest revision date logged at the end of this 39 specification,unless a date is specifically cited. 40 2. ASTM International(ASTM): C1T ON'FORT WORTH2018 CIP Concrete%estu ation Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101559 Revised December 20,2012 321123-2 FLEXIBLE BASE COURSES Page 2 of 7 1 a. D698,Standard Test Methods for Laboratory Compaction Characteristics of 2 Soil Using Standard Effort(12 400 ft-lbf/ft3(60U kN-m/m3)) 3 3. Texas Department of Transportation(TXDOT): 4 a. Tex-104--E,Determining Liquid Limits of Soils 5 b. `I'cx-106-E,Calculating the Plasticity Index of Soils 6 c. Tex-107-E,Determining the Bar Linear Shrinkage of Soils 7 d. Tex-110-E,Particle Size Analysis of Soils g e. Tex-116-E,Ball Mill Method for Determining the Disintegration of Flexible g Base Material 10 f. Tex-l17-E,Triaxial Compression for Disturbed Sails and Base Materials 11 g. Tex-411-A,Soundness of Aggregate Using Sodium Sulfate or Magnesium 12 Sulfate 13 h. Tex-413-A,Determining Deleterious Material in Mineral Aggregate 14 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 15 1.5 ACTION SUBMITTALS [NOT USED] 16 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 17 1.7 CLOSEOUT SUBMITTALS fNOT USED] 18 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 1.9 QUALITY ASSURANCE [NOT USED] 20 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USE, 21 1.1.1 FIELD[SITE]CONDITIONS [NOT USED] 22 1.12 WARRANTY[NOT USED] 23 PART 2- PRODUCTS [NOT USED] 24 2.1 OWNER FURNISHED PRODUCTS [NOT USED] 25 2.2 MATERIALS 26 A. General 27 1. Furnish uncontaminated materials of uniform quality that meet the requirements of 28 the Drawings and specifications. 29 2. Obtain materials from approved sources. 30 3. Notify City of changes to material sources. 31 4. The City may sample and test project materials at any time before compaction 32 throughout the duration of the project to assure specification compliance. 33 B. Aggregate 34 1. Furnish aggregate of the type and grade shown on the Drawings and conforming to 35 the requirements of Table 1. 36 2. Each source must meet Table 1 requirements for liquid limit,plasticity index,and 37 wet ball mill for the grade specified. 38 3. Do not use additives such as but not limited to lime,cement,or fly ash to modify 39 aggregates to meet the requirements of Table 1,unless shown on the Drawings. CCTY OF FORT WORTH 2O18 CIP Concrete Restoratlon Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS i01569 Revised December 20,2012 321123-3 FLEXMLE BASS COURSES Page 3 of 7 1 2 Table 1 3 Mate 'al Re ulrements Property Test iVTet d Grade I Grade 2 Master gradation sieve size %retained 2-1/2 in. - 0 1-3/4 in, 0 0-10 7/8 in. Tex-1 10-i3 10-35 318 in. 30-50 - No.4 45-65 45.75 No.40 _ 70-85 60-85 Li uid limit,%max. Tex-104-E 35 40 plastiei index,max.' Tex-I06-L; 10 12 Wet ball mill %max, 40 45 Wet ball mill,%Max. Tex-116-E increase passing the 20 20 No.40 sieve Classification3 1.0 1.1 2.3 Min.compressive strength',psi Tex-117-5 lateral pressure 0 psi 45 35 lateral pressure 15 psi 175 115 1.Determine plastic index in accordance with Tex-i 07-P.(linear shrinkage)when liquid limit is unattainable as defined in Tex-104-5. 2.When a soundness value is required by the Drawings,test material in accordance with Tex-41I-A. 3.Meet both the classification and the minimum compressive, strength,unless otherwise shown on the Drawings- 4 5 4. Material Tolerances 6 a. The City may accept material if no more than 1 of the 5 most recent gradation 7 tests has an individual sieve outside the specified limits of the gradation. g b. When target grading is required by the Drawings,no single failing test may 9 exceed the master grading by more than 5 percentage points on sieves No.4 10 and larger or 3 percentage points on sieves smaller than No.4. 11 c, The City may accept material if no more than 1 of the 5 most recent plasticity 12 index tests is outside the specified limit.No single failing test may exceed the 13 allowable limit by more than 2 points. 14 5. Material Types 15 a. Do not use fillers or binders unless approved. 16 b. Fumish the type specified on the Drawings in accordance with the fallowing: 17 1) Type A 18 a) Crushed stone produced and graded from oversize quarried aggregate 19 that originates from a single,naturally occurring source. 20 b) Do not use gravel or multiple sources. 21 2) Type B 22 a) Only for use as base material for temporary pavement repairs. 23 b) Do not exceed 24 percent RAP by weight unless shown on Drawings. 24 3) Type D 25 a) Type A material or crushed concrete. 26 b) Crushed concrete containing gravel will be considered Type D 27 material. CITY OF PORT WORTH 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS10156y Revised December 20,2012 321123-4 FLEXIBLE BASE COURSES Page 4 of 7 1 c) The City may require separate dedicated stockpiles in order to verify 2 compliance. 3 d) Crushed concrete must meet the following requirements: 4 (1) Table 1 for the grade specified- 5 (2) Recycled materials must be free from reinforcing steel and other 6 objectionable material and have at most 1.5 percent deleterious 7 material when tested in accordance with TEX-413 A. 9 C. Water 9 J. Furnish water free of industrial wastes and other objectionable matter. 10 2.3 ACCESSORIES [NOT USED] 11 2.4 SOURCE QUALITY CONTROL[NOT USED] 12 PART 3- EXECUTION 13 3.1 INSTALLERS [NOT USED] 14 3.2 EXAMINATION[NOT USED] 15 3.3 PREPARATION 16 A. General 17 1. Shape the subgrade or existing base to conform to the typical sections shown on the 18 Drawings or as directed. 19 2. When new base is required to be Infixed with existing base: 20 a. Deliver,place,and spread the new flexible base in the required amount. 21 b. Manipulate and thoroughly mix the new base with existing material to provide 22 a uniform mixture to the specified depth before shaping. 23 B. Subgrade Compaction 24 1. Proof roll the roadbed before pulverizing or seatifying in accordance with the 25 following: " 26 a. Proof Rolling �7 1) City Project Representative must be on-site during proof rolling operations. 28 2) Use equipment that will apply sufficient load to identify soft spots that rut 29 or pump. 30 a) Acceptable equipment includes fully loaded single-axle water truck 31 with a 1500 gallon capacity. 32 3) Make at least 2 passes with the proof roller(down and back=1 pass]. 33 4) Offset each trip by at most 1 tire width. 34 5) If an unstable or non-uniform area is found,correct the area. 35 b. Correct 36 1) Soft spots that rut or pump greater than 314 inch 37 2) Areas that are unstable or non-uniform 38 2. Installation of base material cannot proceed until compacted subgrade approved by 39 the City. 40 3.4 INSTALLATION 41 A. General 2018 CIP Concrete Restoration Contract 6 CITY OF FORT WORTH 101569 STANDARD CONSTRUCTION SPECIFICATION➢OCUMENTS Revised December 20,2012 32I123-5 FLEXIBLE BASE COURSES Para 5 of 7 1 1. Construct each layer uniformly,free of loose or segregated areas,and with the 2 required density and moisture content. 3 2. Provide a smooth surface that conforms to the typical sections,lines, and grades 4 shown on the Drawings or as directed. 5 3. Haul approved flexible base in clean,covered trucks. 6 B. Equipment 7 1. General 8 a. Provide machinery,tools,and equipment necessary for proper execution of the 9 work. 10 2. Rollers 1 t a. The Contractor may use any type of roller to meet the production rates and 12 quality requirements of the Contract unless otherwise shown on the Drawings 13 or directed. 14 b. When specific types of equipment are required,use equipment that meets the 15 specified requirements. 16 c. Alternate Equipment. 17 1) Instead of the specified equipment,the Contractor may,as approved, 18 operate other compaction equipment that produces equivalent results. 19 2) Discontinue the use of the alternate equipment and furnish the specified 20 equipment if the desired results are not achieved. 21 d. City may require Contractor to substitute equipment if production rate and 22 quality requirements of the Contract are not met. 23 C. Placing 24 1. Spread and shape flexible base into a uniform layer by approved meads the same 25 day as delivered unless otherwise approved. 26 2. Place material such that it is mixed to minimize segregation. 27 3. Construct layers to the thickness shown on the Drawings,while maintaining the 28 shape of the course. 29 4. Where subbase or base course exceeds 6 inches in thickness,construct in.2 or more 30 courses of equal thickness. 31 S. Minimum lift depth: 3 inches 32 6. Control dust by sprinkling. 33 7. Correct or replace segregated areas as directed. 34 8. Place successive base courses and finish courses using the same constriction 35 methods required for the first course. 36 D. Compaction 37 1. General 39 Compact using density control unless otherwise shown on the Drawings. 39 b. Multiple lifts are pernutted when shown on the Drawings or approved. 40 c. Bring each layer to the moisture content directed.When necessary,sprinkle the 41 material to the extent necessary to provide not less than the required density. 42 d. Compact the full depth of the subbas6 or base to the extent necessary to remain 43 firm and stable under construction equipment. 44 2. Rolling CITY OF FORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMNTS 103569 'F& Revised December 20,2012 321123-6 FLEXIBLE BASE COURSES Page 6 of'I 1 a, Begin rolling longitudinally at the sides and proceed towards the center, 2 overlapping on successive trips by at least 1/2 the width of the roller unit. 3 b. On superelevated curves,begin rolling at the low side and progress toward the 4 higb side. 5 G. Offset alternate trips of the roller. 6 d. Operate rollers at a speed between 2 and 6 mph as directed. 7 e. Rework,recompact,and refinish material that fails to meet or that loses 8 required moisture,density,stability,or finish before the next course is placed or 9 the project is accepted. 10 f. Continue work until specification requirements are met. I 1 g. Proof roll the compacted flexible base in accordance with the fallowing: 12 1} Proof Rolling 13 a) City Project Representative must be on-site during proof rolling 14 operations. 15 b) Use equipment that will apply sufficient load to identify soft spots that 16 rat or pump. 17 (1) Acceptable equipment includes fully loaded single-axle water truck 18 with a 1500 gallon capacity. 19 c) Make at least 2 passes with the proof roller(down and back—1 pass). 20 d) -Offset each trip by at most l tire width. 21 e) If an unstable or non-uniform area is found,correct the area. 22 2) Correct 23 a) Soft spots that rut or pump greater than 3/4 inch. 24 b) Areas that are unstable or non uniform. 25 3. Tolerances 26 a. Maintain the shape of the course by blading. 27 b. Completed surface shall be smooth and in conformity with the typical sections 28 shown on the Drawings to the established lines and grades. 29 c. For subgrade beneath paving surfaces,correct any deviation in excess of 1/4 30 inch in cross section in length greater than 16 feet measured longitudinally by 31 loosening,adding or removing material. Reshape and recompact by sprinkling 32 and rolling. ' 33 d. Correct all fractures,settlement or segregation immediately by scarifying the 34 areas affected,adding suitable material as required. Reshape and recompact by 35 sprinkling and rolling. 36 e. Should the subbase or base course,due to any reason,lose the required 37 stability,density and finish before the surfacing is complete,it shall be 38 recompacted at the sole expense of the Contractor. 39 4. Density Control 40 a. Minimum Density: 95 percent compaction as determined by ASTM D698. 43 b. Moisture content: minus 2 to plus 4 of optimum. 42 E. Finishing 43 1. After completing compaction,clip,skin,or tight-blade the surface with a 44 maintainer or subgrade trimmer to a depth of approximately 1/4 inch. 45' 2. Remove loosened material and dispose of it at an approved location. 46 3. Seal the clipped surface immediately by rolling with an appropriate size pneumatic 47 tire roller until a smooth surface is attained. 48 4, Add small increments of water as needed during rolling. CITY OF FORT WORPH 2o18 CIP Concrele Restoration Couhact 6 101569 STANDARD CONSTRT]C'rION SPSCIFiCATION DOCUM'ErNTS Revlsed December 20,2012 321123-7 FLEXIBLE BASE COURSFS Page 7 of 7 1 5. Shape and maintain the course and surface in conformity with the typical sections, 2 lines,and grades as shown on the Drawings or as directed. 3 6. in areas where surfacing is to be placed,correct grade deviations greater-than 1/4 4 inch in 16 feet measured longitudinally or greater than.1/4 inch over the entire 5 width of the cross-section. 6 7. Correct by loosening,adding,or removing material. 7 8. Reshape and recompact in accordance with 3 A.C. 8 3.5 RE PAIRIRESTORATION [NOT USE, 9 3.6 R.E-INSTALLATION[NOT USED] 10 3.7 QUALITY CONTROL 11 A. Density Test 12 1. City to measure density of flexible base course. 13 a. Notify City Project Representative when flexible base ready fox density testing. 14 b. Spacing directed by City(1 per block minimum). 15 c. City Project Representative determines location of density testing. 16 3.8 SYSTEM STARTUP [NOT USED] 17 39 ADJUSTING[NOT USED] 18 3.10 CLEANING[NOT USED] 19 3.11 CLOSEOUT ACTIVITIES [NOT USED] 20 3.12 PROTECTION [NOT USED] 21 3.13 MAINTENANCE [NOT USED] 22 3.14 ATTACHMENTS [NOT USED] 23 END OF SECTION 24 Revision Log DATE NAME SUMMARY OF CHANGE 25 CITY OF F OIZT WORTH 201 S CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPESCIC'ICATIONDOCUMENTS IOLS69 ReAsed December 20,20I2 321313-1 CONCRETE PAVING Page 1 of 21 1 SECTION 3213 13 2 CONCRETE PAVING 3 PART 1- GENERAL 4 1.1 SIIMMARY 5 A. Section includes: 6 1. Finished pavement constructed of portland cement concrete including 7 monolithically poured curb on the prepared subgrade or other base course. S B. Deviations from this City of Fort Worth Standard Specifications 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0-Bidding Requirements,Contract Forms,and Conditions of the Contract 12 2. Division 1 -General Requirements 13 3. Section 32 0129-Concrete Paving Repair 14 4. Section 32 13 73-Concrete Paving Joint Sealants 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement 17 1. Measurement 18 a. Measurement for this Item shall be by the square yard of completed and 19 accepted Concrete Pavement in its final position as measured from back of curb 20 for various: 21 1) Classes 22 2) Thicknesses 23 2. Payment 24 a. The work performed and materials furnished in accordance with this Item will 25 be paid for at the unit price bid per square yard of Concrete Pavement. 26 3. The price bid shall include: 27 a. Shaping and fine grading the placement area 28 b. Furnishing and applying all water required 29 c. Furnishing,loading and unloading,storing,hauling and handling all concrete 30 ingredients including all freight and royalty involved 31 d. Mixing,placing,finishing and curing all concrete 32 c. Furnishing and installing all reinforcing steel 33 f. Furnishing all materials and placing longitudinal,warping,expansion,and 34 contraction joints,including all steel dowels,dowel caps and load transmission 35 units required,wire and devices for placing,holding and supporting the steel 36 bar,load transmission units,and joint filler material in the proper position;for 37 coating steel bars where required by the Drawings 38 g. Scaling joints 39 h. Monolithically poured curb 40 i. Cleanup 2018 CIP Conerele Resroi-alion Conirac!6 CITY OF FORT WORTH 1015,59 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 3213 13-2 CONCRETE PAVING Page 2 of 21 1 1.3 REFERENCES 2 A. Reference Standards 3 1. Reference standards cited in this specification refer to the current reference standard 4 published at the time of the latest revision date logged at the end of this 5 specification,unless a date is specifically cited. 6 2. ASTM International(ASTM): 7 a. A615/A615M,Defortned and Plain Billct-Steel Bars for Concrete g Reinforcement aking and Curing Concrete Test Specimens in the 9 b. C31,Standard Practice for M 10 Field 11 c. C33,Concrete Aggregates 12 d. C39,Standard Test Method for Compressive Strength of Cylindrical Concrete 13 Specimens 14 e. C42,Standard Test Method for Obtaining and Testing Drilled Cores and Sawed 15 Beams of Concrete 16 f C94/C94M,Standard Specifications for Ready-Mixed Concrete 17 g. C150,Portland Cement 18 h. C156,Water Retention by Concrete Curing Materials 19 i. C172,Standard Practice for Sampling Freshly Mimed Concrete 20 j. C260,Air Entraining Admixtures for Concrete 21 k. C309,Liquid Membrane-Forming Compounds for Curing Concrete,Type 2 22 1, C494,Chemical Admixtures for Concrete,Types"A","D","F"and"G" 23 in. C619,Coal Fly Ash and Raw or Calcined Natural Pozzolan for use as a Mineral 24 Admixture in Concrete 25 n. C881,Standard Specification for Epoxy-Resin-Base Bonding Systems for 26 Concrete 27 o. C1064,Standard Test Method for Temperature of Freshly Mixed Hydraulic 28 Cement Concrete 29 p. C1602,Standard Specification for Mixing Water Used in the Production of 30 Hydraulic Cement Concrete. 31 q. D698,Laboratory Compaction Characteristics of Soil Using Standard Effort 32 (12,400 ft-lbflft3) 33 3. American Concrete Institute(ACl): 34 a. ACI 305.1-06 Specification for I-Iot Weather Concreting 35 b. ACI 306.1-90,Standard Specification for Cold Weather Concreting 36 c. ACI318 37 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 38 1.5 SUBMITTALS [NOT USED] 39 1.6 ACTION,SUBMITTALS/INFORMATIONAL SUBMITTALS 40 A. Mix Design: submit for approval. See Item 2A.A. 2018 CIF Concrete Restoration Coniract 6 CITY OF FORT WORTH 101569 STANDARD CONSTRUGFJON SPE'CJPICATION DOCUMENTS Revised December 20,2012 3213 13-3 CONCRETEPAVING Page 3 o£21 i 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 [NOT USED] 5 1.11 FIELD CONDITIONS 6 A. Weather Conditions 7 1. Place concrete when concrete temperature is between.40 and 100 degrees when 8 measured in accordance with ASTM C1064 at point of placement. 9 2. Hot Weather Concreting 10 a. Take immediate corrective action or cease paving when the ambient I temperature exceeds 95 degrees. 12 b. Concrete paving operations shall be approved by the City when the concrete 13 temperature exceeds 100 degrees. See Standard Specification for Hot Weather 14 Concreting(ACI 305.1-06). 15 3. Cold Weather Concreting 16 a. Do not place when ambient temp in shade is below 40 degrees and falling. 17 Concrete may be placed when ambient temp is above 35 degrees and rising or 18 above 40 degrees. 19 b. Concrete paving operations shall be approved by the City when ambient 20 temperature is below 40 degrees. See Standard Specification for Cold Weather 21 Concreting(ACI 306.1-90). 22 B. Time: Place concrete after sunrise and no later than shall permit the finishing of the 23 pavement in natural light,or as directed by the City. 24 1.12 WARRANTY[NOT USED] 25 PART 2- PRODUCTS 26 2.1 OWNER FUIRNISHED PRODUCTS [NOT USED] 27 2.2 MATERIALS 28 A. Cementitious Material: ASTM C150. 29 B. Aggregates: ASTM C33. 30 C. Water: ASTM C1602. 31 D. Admixtures: When admixtures are used,conform to the appropriate specification.: 32 1. Air-Entraining Admixtures for Concrete:ASTM C260. 33 2. Chemical Admixtures for Concrete:ASTM C494,Types"A","D",")r"and"G." 34 3. Fly Ash 35 a. Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete: 36 ASTM C618. 37 b. Fly ash may be substituted at one pound per pound of cement up to 25%of the 38 specified cement content when such batch design is approved by the Engineer. CITY Or,FORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December20,2012 32 13 13-4 CONCRETE PAVING Page 4 of 21 1 E. Steel Reinforcement: ASTM A615. 2 F. Steel Wire Reinforcement: Not used for concrete pavement. 3 G. Dowels and Tie Bars 4 1. Dowel and tie bars:ASTM A615. 5 2. Dowel Caps 6 a. Provide dowel caps with enough range of movement to allow complete closure 7 of the expansion j oint. 8 b. Caps for dowel bars shall be of the length shown on the Drawings and shall 9 have an internal diameter sufficient to permit the cap to freely slip over the bar. 10 c. In no case shall the intemal diameter exceed the bar diameter by more 1/8 inch, 11 and one end of the cap shall be rightly closed. 12 3. Epoxy for Dowel and Tie Bars:ASTM C881. 13 a. See following table for approved producers of epoxies and adhesives 14 Pre-Qualified Producers of Epoxies and Adhesives Product Nance Producer Concresive 1420 BASF HTE-50 Hilti T 308+ Powers Fasteners P E 1000+ Powers Fasteners C-6 Ramset-Redhead Epcon G-5 Rarnset-Redhead Pro-Poxy-300 Fast Tube Unitex Shop-Poxy TxHI CMC Construction Services Ultraboad 1300 Tubes Adhesives Technology Uttrabona 2300 N.S.A-22-2300 Adhesives Technology Stow Set Dynapoxy EP-430 Pecora Corp. EDOT Simpson Strong Tie ET'22 Simpson Strong Tie SET 22 Simpson Strong Tie Specpoxy 300OFS TSpecChem 15 16 b. Epoxy Use,Storage and Handling 17 1) Package components in airtight containers and protect from light and 18 moisture. 19 2) Include detailed instructions for the application of the material and all 20 safety information and warnings regarding contact with the components. 21 3) Epoxy label requirements 22 a) Resin or hardener components 23 b) Brand name 24 c) Name of manufacturer CITY OF FORT WORTH 2018 CIP Concrete Restoration Contract G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 20,2012 321313-5 CONCRETEPAVING Page 5 of 21 I d) Lot or batch number 2 e) Temperature range for storage 3 f) Date of manufacture 4 g) Expiration date 5 h) Quantity contained 6 4) Store epoxy and adhesive components at temperatures recommended by the 7 manufacturer. g 5) Do not use damaged or previously opened containers and any material that 9 shows evidence of crystallization,lumps skinning,extreme thickening,or 10 settling of pigments that cannot be readily dispersed with normal agitation. 11 6) Follow sound environmental practices when disposing of epoxy and 12 adhesive wastes. 13 7) Dispose of all empty containers separately. 14 S) Dispose of epoxy by completely emptying and mixing the epoxy before 15 disposal 16 H. Reinforcement Bar Chairs 17 1. Reinforcement bar chairs or supports shall be of adequate strength to support the 18 reinforcement bars and shall not bend or break under the weight of the 19 reinforcement bars or Contractor's personnel walking on the reinforcing bars. 20 2. Bar chairs may be made of metal(free of rust),precast mortar or concrete blocks or 21 plastic. 22 3. For approval of plastic chairs,representative samples of the plastic shall show no 23 visible indications of deterioration after immersion in a 5-percent solution of 24 sodium hydroxide for 120 hours. 25 4. Bar chairs may be rejected for failure to meet any of the requirements of this 26 specification. 27 1. Joint Filler 28 J. joint filler is the material placed in concrete pavement and concrete structures to 29 allow for the expansion and contraction of the concrete. 30 2. Wood Boards: Used as joint filler for concrete paving. 31 a. Boards for expansion joint filler shall be of the required size,shape and type 32 indicated on the Drawings or required in the specifications. 33 1) Boards shall be of selected stock of redwood or cypress.The boards shall 34 be sound heartwood and shall be free from sapwood,knots,clustered 35 birdseyes,checks and splits. 36 2) Joint filler,boards,shall be smooth,flat and straight throughout,and shall 37 be sufficiently rigid to permit ease of installation. 38 3) Boards shall be furnished in lengths equal to the width between 39 longitudinal joints,and may be furnished in strips or scored sheet of the 40 required shape. 41 3. Dimensions.The thickness of the expansion joint filler shall be shown on the 42 Drawings;the width shall be not less than that shown on the Drawings,providing 43 for the top seal space. 44 4. Rejection.Expansion joint filler may be rejected for failure to meet any of the 45 requirements of this specification. 46 J. Joint Sealants. Provide Joint Sealants in accordance with Section 32 13 73. CITY OF PORT WORTH 2O18 CIP Concrete Restoradun Contract 6 STANDARD CONSTRUC'floN SPECIFICATION DOCUMENTS 101569 Revised December 20,2012 321313-6 CONCRETE PAVING Page 6 of 21 1 K. Curing Materials 2 1. Membrane-Forming Compounds. 3 a. Conform to the requirements of ASTM C309,Type 2'white pigmented 4 compound and be of,such nature that it shall not produce permanent 5 discoloration of concrete surfaces nor react deleteriously with the concrete. 6 b. The compound'shall produce a firm,continuous uniform moisture-impermeable 7 film free from pinholes and shall adhere satisfactorily to the surfaces of damp 8 concrete. 9 c. It shall,when applied to the damp concrete surface at the specified rate of 10 coverage,dry to touch in 1 hour and dry through in not more than 4 hours under 11 normal conditions suitable for concrete operations. 12 d. It shall adhere in a tenacious film without running off or appreciably sagging. 13 e. It shall not disintegrate,check,peel or crack during the required curing period. 14 f. The compound shall not peel or pick up under traffic and shall disappear from 15 the surface of the concrete by gradual disintegration. 16 g. The compound shall be delivered to the job site in the manufacturer's original 17 containers only,which shall be clearly labeled with the manufacturer's name, 18 the tirade name of the material and a batch number or symbol with which test 19 samples may be correlated. 20 h. When tested in accordance with ASTM C156 Water Retention by Concrete 21 Curing Materials,the liquid membrane-forming compound shall restrict the loss 22 of water present in the test specimen at the time of application of the curing 23 compound to not more than 0.01-oz.per-2 inches of surface. 24 2.3 ACCESSORIES[NOT]USED] 25 2.4 SOURCE QUALITY CONTROL 26 A. Mix Design 27 1. Concrete Mix Design.and Control 28 a. At least 10 calendar days prior to the start of concrete paving operations,the 29 Contractor shall submit a design of the concrete mix it proposes to use and a 30 full description of the source of supply of each material component. 31 b. The design of the concrete mix shall produce a quality concrete complying with 32 these specifications and shall include the following information: 33 1) Design Requirements and Design Summary 34 2) Material source 1 35 3) Dry weight of cement/cubic yard and type 36 4) Dry weight of fly asb/cubic yard and type,if used 37 5) Saturated surface dry weight of fine and coarse aggregates/cubic yard 38 6) Design water/cubic yard 39 7) Quantities,type,and name of admixtures with manufacturer's data sheets 40 8) Current strength tests or strength tests in accordance with ACI 318 41 9) Current Sieve Analysis and-200 Decantation of fine and coarse aggregates 42 and date of tests 43 10)Fineness modulus of fine aggregate 44 11) Specific Gravity and Absorption Values of fine and coarse aggregates 45 12) L.A.Abrasion of coarse aggregates 46 c. Once mix design approved by City,maintain intent of inix design and 47 maximum water to cement ratio. CITY OF FORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIVICA ION DOCUMENTS 101569 Revised December 20,2012 32 13 13-7 CONCRETE PAVING Page 7 of 21 1 d. No concrete maybe placed on the job site until the mix design has been 2 approved by the City. 3 2. Quality of Concrete 4 a. Consistency 5 1) In general,the consistency of concrete mixtures shall be such that: 6 a) Mortar shall cling to the coarse aggregate 7 b) Aggregate shall not segregate in concrete when it is transported to the g place of deposit 9 c) Concrete,when dropped directly from the discharge chute of the mixer, 10 shall flatten out at the center of the pile,but the edges of the pile shall 11 stand and not flow 12 d) Concrete and mortar shall show no free water when removed from the 13 mixer 14 e) Concrete shall slide and not flow into place when transported in metal 15 chutes at an angle of 30 degrees with the horizontal 16 t) Surface of the finished concrete shall be free from a surface film or 17 laitance 18 2) When field conditions are such that additional moisture is needed for the 19 final concrete surface finishing operation,the required water shall be 20 applied to the surface by hand sprayer only and be bold to a minimum 21 amount. 22 3) The concrete shall be workable,cohesive,possess satisfactory finishing 23 qualities and be of the stiffest consistency that can he placed and vibrated 24 into a homogeneous mass. 25 4) Excessive bleeding shall be avoided. 26 5) if the strength or consistency required for the class of concrete being 27 produced is not secured with the minimum cement specified or without 28' exceeding the maximum water/cement ratio,the Contractor may use,or the 29 City may require,an approved cement dispersing agent(wafter reducer);or 30 the Contractor shall furnish additional aggregates,or aggregates with 31 different characteristics,or the Contractor may use additional cement in 32 order to produce the required results. 33 6) The additional cement may be permitted as a temporary measure,until 34 aggregates are changed and designs checked with the different aggregates 35 or cement dispersing agent. 36 7) The Contractor is solely responsible for the quality of the concrete 37 produced. 38 8) The City reserves the right to independently verify the quality of the 39 concrete through inspection of the batch plant,testing of the various 40 materials used in the concrete and by casting and testing concrete cylinders 41 or beams on the concrete actually incorporated in the pavement. 42 b. Standard Class 43 1) Unless otherwise shown on the Drawings or detailed specifications,the 44 standard class for concrete paving for streets and alleys is shown in the 45 following table: CrrX OF FORT WORTH 2018 CIP Concrele Rea•luralion Conlracl 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised Decembcr 20,2012 321313-8 CONCRETE PAVING Page 8 of21 1 Standard Classes of Pavement Concrete Class of Minimum 28 Day Min. Maximum Course Concrete' Cementitious, Compressive, Water/ Aggregate Lb./CY Strengtli2 Cementitious, Maximum psi Ratio Size inch P EE517 E3600 J0.49 1-1/2 ll 564 4500 0.45 2 1.All exposed horizontal concrete shall have entrained-air. 3 2,Minimum Compressive Strength Required. 4 5 2) Machine-Laid concrete: Class P 6 3) Hand-Laid concrete: Class H 7 o. High Early Strength Concrete(IIES) 8 1) When shown on the Drawings or allowed,provide Class HES concrete for 9 very early opening of pavements area or leaveouts to traffic. 10 2) Design class HES to meet the requirements of class specified for concrete 11 pavement and a minimum compressive strength of 2,600 psi in 24 hours, 12 unless other early strength and time requirements are shown on the 13 Drawings allowed. 14 3) No strength overdesign is required. 15 16 Standard CIasses of Pavement Concrete Class of Minimum 28 Day Min. Maximum Course Concrete' Cementitious Compressive Water/ Aggregate Lb./CY Strength' Cementitious Maximum psi Ratio Size, inch HES 564 4500 0.45 1-1/2 17 18 d. Slump 19 1) Slump requirements for pavement and related concrete shall be as specified 20 in the following table: 21 22 Concrete Pavement Slump Requirements Concrete Use Recommended Maximum Design Acceptable and Placement Placement Slump, Slump, inch inch Slip-Form/Form-Riding Pavia 1-1/2 3 Hand Formed Paving 4 5 Sidewalk,Curb and Gutter,Concrete 4 5 Valley Gutter and other Miscellaneous Concrete 23 24 2) No concrete shall be permitted with slump in excess of the maximums 25 shown. CITY OF FORT WORTH 2O18 CIP Concrete Restoration Coniract 6 STANDARD CONsTRUC-noN SPECIFICATION DOCUf )INTS 101569 Revised December 20,9012 321313-9 CONCRETE PAVING Page 9 0f21 1 3) Any concrete mix failing to meet the above consistency requirements, 2 although meeting the slump requirements,shall be considered 3 unsatisfactory,and the mix shall be changed to correct such unsatisfactory 4 conditions. 5 PART 3- EXECUTION 6 3.1 INSTALLERS [NOT USED] 7 3.2 EXAYUNATION INOT USED] 9 3.3 PREPARATION [NOT USED] 9 3.4 INSTALLATION 10 A. Equipment 11 1. All equipment necessary for the construction of this item shall be on the project. 12 2. The equipment shall include spreading devices(augers),internal vibration, 13 tamping,and surface floating necessary to finish the freshly placed concrete in such 14 a manner as to provide a dense and homogeneous pavement. 15 3. Machine-Laid Concrete Pavement 16 a. Fixed-Form Paver, Fixed-form paving equipment shall be provided with forms 17 that are uniformly supported on a very firm subbase to prevent sagging under 18 the weight of machine. 19 b. Slip-Form Paver 20 1) Slip-form paving equipment shall be provided with traveling side forms of 21 sufficient dimensions,shape and strength so as to support the concrete 22 laterally for a sufficient length of time during placement. 23 2) City may reject use of Slip-Form Paver if paver requires over-digging and 24 impacts trees,mailboxes or other improvements. 25 4. Hand--Laid Concrete Pavement 26 a. Machines that do not incorporate these features,such as roller screeds or 27 vibrating screeds,shall be considered tools to be used in hand-laid concrete 28 construction,as slumps,spreading methods,vibration,and other procedures arc 29 more common to band methods than to machine methods. 30 5. City may reject equipment and stop operation if equipment does not meet 31 requirements. 32 13. Concrete Mixing and Delivery 33 1. Transit Batcbing: shall not be used onsite mixing not permitted 34 2. Ready Mixed Concrete 35 a. The concrete shall be produced in an approved method conforming to the 36 requirements of this specification and ASTM C94/C94M. City shall have access 37 ready nix to get samples of materials. 38 b. City shall have access to ready mix plant to obtain matcxial samples. 39 c. When ready-mix concrete is used,sample concrete per ASTM C94 Alternate 40 Procedure 2: 41 1) As the mixer is being emptied,individual samples shall be taken after the 42 discharge of approximately 15 percent and 85 percent of the load. CITY OF FORT WORTH 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 20,2012 32 13 13-10 CONCRETE PAVING Page 10 of 21 1 2) The method of sampling shall provide that the samples are representative of 2 widely separated portions,but not from the very ends of the batch. 3 d. The mixing of each batch,after all materials are in the dram,shall continue until 4 it produces a thoroughly mixed concrete of uniform mass as determined by 5 established mixer performance ratings and inspection,or appropriate uniformity 6 tests as described in ASTM C94. 7 e. The entire contents of the drum shall be discharged before any materials are 8 placed therein for the succeeding batch. 9 £. Retempering or remixing shall not be permitted. 10 3. Delivery 11 a. Deliver concrete at an interval not exceeding 30 minutes or as determined by 12 City to prevent cold joint. 13 4. Delivery Tickets 14 a. For all operations,the manufacturer of the concrete shall,before unloading, 15 furnish to the purchaser with each batch of concrete at the site a delivery ticket 16 on which is printed,stamped,or written,the following information to determine 17 that the concrete was proportioned in accordance with the approved mix design: 18 1) Name of concrete supplier 19 2) Serial number of ticket 20 3) Date 21 4) Track number 22 5) Name of purchaser 23 6) Specific designation of job(name and location) 24 7) Specific class,design identification and designation of the concrete in 25 conformance with that employed in job specifications 26 8) Amount of concrete in cubic yards 27 9) Time loaded or of first mixing of cement and aggregates 28 10)Water added by receiver of concrete 29 11)Type and amount of admixtures 30 C. Subgrade 31 1. When manipulation or treatment of subgrade is required on the Drawings,the work 32 shall be performed in proper sequence with the preparation of the subgrade for 33 pavement. 34 2. The roadbed shall be excavated and shaped in conformity with the typical sections 35 and to the lines and grades shown on the Drawings or established by the City. 36 3. All holes,ruts and depressions shall be filled and compacted with suitable material 37 and,if requited,the subgrade shall be thoroughly wetted and reshaped. 38 4. Irregularities of more than 1/2 inch.,as shown by straightedge or template, shall be 39 corrected. 40 5. The subgrade shall be uniformly compacted to at least 95 percent of the maximum 41 density as determined by ASTM D698. 42 6. Moisture content shall be within minus 2 percent to plus 4 percent of optimum. 43 7. The prepared subgrade shall be wetted down sufficiently in advance of placing the 44 pavement to ensure its being in a firm and moist condition. 45 8. Sufficient subgrade shall be prepared in advance to ensure satisfactory prosecution 46 of the work. CITY OIr FORT WORTH 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRCICTION SPECIFICATION DOCUMENTS 101569 Revised December 20,2012 3213 I3-11 CONCRETE PAVING Page I of2l 1 9. The Contractor shall notify the City at least 24 hours in advance of its intention to 2 place concrete pavement. 3 10. After the specified moisture and density are achieved,the Contractor shall maintain 4 the subgrade moisture and density in accordance with this Section. 5 11. In the event that rain or other conditions may have adversely affected the condition, 6 of the subgrade or base,additional tests may be required as directed by the City. 7 D. Placing and Removing Forms 8 1. Placing Forms 9 a. Forms for machine-laid concrete 10 1) The side forms shall be metal,of approved cross section and bracing, of a 11 height no less than the prescribed edge thickness of the concrete section., 12 and a minimum of 10 feet in length for each individual form. 13 2) Forms shall be of ample strength and staked with adequate number of pins 14 capable of resisting the pressure of concrete placed against them and the 15 thrust and the vibration of the construction equipment operating upon them 16 without appreciable springing,settling or deflection. 17 3) The forms shall be free from warps,bends or kinks and shall show no 18 variation from the true plane for face or top. 19 4) Forms shall be jointed neatly and tightly and set with exactness to the 20 established grade and alignment. 21 5) Forms shall be set to line and grade at least 200 feet,where practicable,in 22 advance of the paving operations. 23 6) In no case shall the base width be less than 8 inches for a form 8 inches or 24 more in height. 25 7) Forms must be in firm contact with the subgrade throughout their length 26 and base width. 27 8) -If the subgrade becomes unstable,forms shall be reset,using heavy stakes 28 or other additional supports may be necessary to provide the required 29 stability. 30 b. Forms for hand-laid concrete 31 1) Forms shall extend the fall depth of concrete and be a Iminirnum of 1-1/2 32 inches in thickness or equivalent when wooden forms are used,or be of a 33 gauge that shall provide equivalent rigidity and strength when metal forms 34 are used. 35 2) For curves with a radius of less than 250 feet,acceptable flexible metal or 36 wood forms shall be used. 37 3) All forms showing a deviation of 118 inch in 10 feet from a straight line 38 shall be rejected. 39 2. Settling. When forms settle over 1/8 inch under finishing operations,paving 40 operations shall be stopped the forms reset to line and grade and the pavement then 41 brought to the required section and thickness. 42 3, Cleaning. Forms shall be thoroughly cleaned after each use. 43 4. Removal. 44 a. Forms shall remain in place until the concrete has taken its final set. 45 b. Avoid damage to the edge of the pavement when removing forms. 46 c. Repair damage resulting from form removal and honeycombed areas with a 47 mortar mix within 24 hours after form removal unless otherwise approved. CITY OF FORT WORTH 2018 CIP Concrete Restoration Conbnci 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 20,2012 32 13 13-12 CONCRETE PAVING Page 12 o£21 1 d. Clean joint face and repair honeycombed or damaged areas within 24 hours 2 after a bulkhead for a transverse construction joint has been removed unless 3 otherwise approved. 4 e. When forms are removed before 72 hours after concrete placement,promptly 5 apply membrane curing compound to the edge of the concrete pavement, 6 E. Placing Reinforcing Steel,Tie, and Dowel Bars 7 1. General 8 a, When reinforcing steel tie bars, dowels,etc., are required they shall be placed 9 as shown on the Drawings. 10 b. All reinforcing steel shall be clean,free from rust in the form of loose or 11 objectionable scale,and of the type,size and dimensions shown on the 12 Drawings. 13 c. Reinforcing bars shall be securely wired together at the alternate intersections 14 and all splices and shall be securely wired at each intersection dowel and load- 15 transmission unit intersected. 16 d. All bars shall be installed in their required position as shown on the Drawings. 17 e. The storing of reinforcing or structural steel on completed roadway slabs 18 generally shall be avoided and,where permitted,such storage shall be limited 19 to quantities and distribution that shall not induce excessive stresses. 20 2. Splices 21 a. Provide standard reinforcement splices by lapping and tying ends. 22 b. Comply with ACI 318 for minimum lap of spliced bars where not specified on 23 the Drawings. 24 3. Installation of Reinforcing Steel 25 a, All reinforcing bars and bar mats shall be installed in the slab at the required 26 depth below the finished sin-face and supported by and securely attached to bar 27 chairs installed on prescribed longitudinal and transverse centers as shown by 28 sectional and detailed drawings on the Drawings. 29 b. Chairs Assembly. The chair assembly shall be similar and equal to that shown 30 on the Drawings and shall be approved by the City prior to extensive 31 fabrication. 32 c. After the reinforcing steel is securely installed above the subgrade as specified 33 in Drawings and as herein prescribed,no loading shall be imposed upon the 34 bar mats or individual bars before or during the placing or finishing of the 35 concrete. 36 4. Installation of Dowel Bars 37 a. Install through the predrilled joint filler and rigidly support in true horizontal 38 and vertical positions by an assembly of bar chairs and dowel baskets. 39 b. Dowel Baskets 40 1) The dowels shall be held in position exactly parallel to surface and 41 centerline of the slab,by a dowel basket that is left in the pavement. 42 2) The dowel basket shall hold each dowel in exactly the correct position so 43 firmly that the dowel's position cannot be altered by concreting operations. 44 c. Dowel Caps 45 1) Install cap to allow the bar to move not less than 1-1/4 inch in either 46 direction. 47 5. Tie Bar and Dowel Placement 48 a. Place at mid-depth of the pavement slab,parallel to the surface. CITY OF FORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 20,2012 32 13 13-13 CONCRETE PAVING Page 13 of 21 1 b. place as shown on the Drawings. 2 6. Epoxy for Tie and Dowel Bar Installation 3 1) Epoxy bars as shown on the Drawings. 4 2) Use only drilling operations that do not damage the surrounding operations. 5 3) Blow out drilled holes with compressed air. 6 4) Completely fill the drilled hole with approved epoxy before inserting the tie 7 bar into the hole. 8 5) Install epoxy grout and bar at least 6 inches embedded into concrete. 9 E. Joints 10 1. Joints shall be placed where shown on the Drawings or where directed by the City. 11 2. The plane of all joints shall make a Tight angle with the surface of the pavement. 12 3. No joints shall have an error in alignment of more than 1/2 inch at any point. 13 4. Joint Dimensions 14 a. The width of the joint shall be shown on the Drawings,creating the joint 15 sealant reservoir. 16 b. The depth of the j oink shall be shown on the Drawings. 17 G. Dimensions of the sealant reservoir shall be in accordance with manufacturer's 18 recommendations. 19 d. After curing,the joint sealant shall be 1/9 inch to 1/4 inch below the pavement 20 surface at the center of the joint. 21 5. Transverse Expansion Joints 22 a. Expansion joints shall be installed perpendicularly to the surface and to the 23 centerline of the pavement at the locations shown on the Drawings,or as 24 approved by the City. 25 b. Joints shall be of the design width,and spacing shown on the Drawings, or as 26 approved by the City. 27 a Dowel bars, shall be of the size and type shown on the Drawings,or as 28 approved by the City,and shall be installed at the specified spacing. 29 d, Support dowel bars with dowel baskets. 30 e. Dowels shall restrict the free opening and closing of the expansion join and 31 shall not make planes of weaknesses in the pavement. 32 f Greased Dowels for Expansion Joints. 33 1) Coat dowels with a thin film of grease or other approved de bonding 34 material. 35 2) Provide dowel caps on the lubricated end of each dowel bar. 35 g, proximity to Existing Structures. When the pavement is adjacent to or around 37 existing structures,expansions joints shall be constructed in accordance with 38 the details shown on the Drawings. 39 6. Transverse Contraction Joints 40 a. Contraction or dummy joints shall be installed at the locations and at the 41 intervals shown on the Drawings, 42 b. Joints shall be of the design width,and spacing shown on the Drawings,or as 43 approved by the City. 44 c. Dowel bars, shall be of the size and type shown on the Drawings,or as 45 approved by the City, and shall be installed at the specified spacing. 46 d. Joints shall be sawed into the completed pavement surface as soon after initial 47 concrete set as possible so that some raveling of the concrete is observed in 48 order for the sawing process to prevent uncontrolled shrinkage cracking. CITY OF FORT WORTH 2O18 CIP Concrete Restorafion Conh-act 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 10I569 Revised December 20,2012 3213 13-14 CONCRETE PAVING Page 14 of 21 1 e. The joints shall be constructed by sawing to a 1/4 inch width and to a depth of 2 1/3 inch(1/4 inch permitted if limestone aggregate used)of the actual 3 pavement thielmess,or deeper if so indicated on the Drawings. 4 f. Complete sawing as soon as possible in hot weather conditions and within a 5 maximum of 24 hours alter saw cutting begins under cool weather conditions. 6 g. If sharp edge joints are being obtained,the sawing process shall be sped up to 7 the point where some raveling is observed. 8 h. Damage by blade action to the slab surface and to the concrete immediately 9 adjacent to the joint shall be minimized. 10 i. Any portion of the curing membrane which has been disturbed by sawing 11 operations shall be restored by spraying the areas with additional curing 12 compound. 13 7. Transverse Construction Joints 14 a. Construction joints formed at the close of each day's work or when the placing 15 of concrete has been stopped for 30-minutes or longer shall be constructed by 16 use of metal or wooden bulkheads cut true to the section of the finished 17 pavement and cleaned. 18 b. Wooden bulkheads shall have a thickness of not less than 2-inch stock material. 19 c. Longitudinal bars shall be held securely in place in a plane perpendicular to the 20 surface and at right angles to the centerline of the pavement. 21 d. Edges shall be rounded to 1/4 inch radius. 22 e. Any surplus concrete on the subgrade shall be removed upon the resumption of 23 the work. 24 S. Longitudinal Construction Joints 25 a. Longitudinal construction joints shall be of the type shown on the Drawings. 26 9. Joint Filler 27 a. Joint filler shall be as specified in 2.2.I of the size and shape shown on the 28 Drawings. 29 b. Redwood Board joints shall be used for all pavement joints except for 30 expansion joints that are coincident with a butt joint against existing 31 pavements. 32 c. Boards with less than 25-percent of moisture at the time of installation shall be 33 thoroughly wetted on the job. 34 d. Green lumber of much higher moisture content is desirable and acceptable. 35 e. The joint filler shall be appropriately drilled to admit the dowel bars when 36 required. 37 f. The bottom edge of the filler shall extend to or slightly below the bottom of the 38 slab. The top edge shall be held approximately 1/2 inch below the finished 39 surface of the pavement in order to allow the finishing operations to be 40 continuous. 41 g. The joint filler may be composed of more than one length of board in the 42 length of joint,but no'board of a length less than 6 foot may be used unless 43 otherwise shown on the Drawings. 44 h. After the removal of the side forms,the ends of the joints at the edges of the 45 slab shall be carefully opened for the entire depth of the slab. 46 10. joint Sealing. Routine pavement joints shall be filled consistent with paving details 47 and as specified in Section 32 13 73. Materials shall generally be handled and 48 applied according to the manufacturer's recommendations as specified in Section 49 32 13 73. CITY OF FORT WORTH 2018 CfA Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATIONDOCUMR.NTS 101569 Revised December 20,2012 32 13 13-15 CONCRITTE PAVING Page 15 of21 1 G. Placing Concrete 2 1. Unless otherwise specified in the Drawings,the finished pavement shall be 3 constructed monolithically and constructed by machined laid method unless 4 impractical. 5 2. The concrete shall be rapidly deposited on the subgradc in successive batches and 6 shall be distributed to the required depth and for the entire width of the pavement 7 by shoveling or other approved methods. 8 3. Any concrete not placed as herein prescribed within the time limits in the following 9 table will be rejected. Time begins when the water is added to the mixer. 10 Tem crature—Time Requirements Concrete Temperature Max Time—minutes I Max Time—minutes at point of placem nt no retardin a ent with retardin a ent 1 Non-Agitated Concrete All temperatures 45 45 Agitated Concrete Above 90°F Time may be reduced by 75 city Above 75�17 tbru 90°F 60 90 750F and Below 60 120 I 1 1 Normal dosage of retarder. 12 13 4. Rakes shall not be used in handling concrete. 14 5. At the end of the day,or in case of unavoidable interruption or delay of more than 15 30 minutes or longer to prevent cold joints, a transverse construction joint shall be 16 placed in accordance with 3.4.F.7 of this Section. 17 6. 14oncycombing 18 a. Special care shall be taken in placing and spading the concrete against the 19 forms and at all joints and assemblies so as to prevent honeycombing. 20 b. Excessive voids and honeycombing in the edge of the pavement,revealed by 21 the removal of the side forms,may be cause for rejection of the section of slab 22 in which the defect occurs. 23 H. Finishing 24 1. Machine 25 a. Tolerance Limits 26 1) While the concrete is still workable,it shall be tested for irregularities with 27 a 10 foot straightedge placed parallel to the centerline of the pavement so as 28 to bridge depressions and to touch all high spots. 29 2) Ordinates measured from the face of the straightedge to the surface of the 30 pavement shall at no place exceed 1/16 inch-per-foot from the nearest point 31 of contact. 32 3) In no case shall the maximum ordinate to a 10 foot straightedge be greater 33 than 1/8 inch. CITY OF FORT WORTH 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 20,2012 3213 13-16 CONCRETE PAVING Page 16 of21 1 4) Any surface not within the tolerance limits shall be reworked and 2 refinished. 3 b. Edging 4 1) The edges of slabs and all joints requiring edging shall be carefully tooled 5 with an edger of the radius required by the Drawings at the time the 6 concrete begins to tape its"set"and becomes non-workable. 7 2) All such work shall be left smooth and true to lines. 8 2. Hand 9 a. Hand finishing permitted only in intersections and areas inaccessible to a 10 finishing machine. 11 b. When the hand'method of striking off and consolidating is permitted,the 12 concrete,as soon as placed,shall be approximately leveled and then struck off 13 with screed bar to such elevation above grade that,when consolidated and 14 finished,the surface of the pavement shall be at the grade elevation shown on 15 the Drawings. 16 c. A slight excess of material shall be kept in front of the cutting edge at all times. 17 d. The straightedge and joint finishing shall be as prescribed herein. 18 I. Curing 19 1. The curing of concrete pavement sha1I be thorough and continuous throughout the 20 entire curing period. 21 2. Failure to provide proper curing as herein prescribed shall-'be considered as 22 sufficient cause for immediate suspension of the paving operations. 23 3. The curing method as herein specified does not preclude the use of any of the other 24 commonly used methods of curing,and the City may approve another method of 25 curing if so requested by the Contractor. 26 4. If any selected method of curing does not afford the desired results,the City shall 27 have the right to order that another method of curing be instituted. 28 5. After removal of the side forms,the sides of the slab shall receive a Iike coating 29 before earth is banked against them. 30 6. The solution shall be applied,under pressure with a spray nozzle,in such a manner 31 as to cover the entire surfaces thoroughly and completely with a uniform film. 32 7. The rate of application shall be such as to ensure complete coverage and shall not 33 exceed 20-square-yards-per-gallon of curing compound. 34 8. When thoroughly dry,it shall provide a continuous and flexible membrane,free 35 from cracks or pinholes,and shall not disintegrate, check,peel or crack during the 36 curing period. 37 9. If for any reason the seal is broken during the curing period,it shall be immediately 38 repaired with additional sealing solution. 39 10. When tested in accordance with ASTM C156 Water Retention by Conerete Curing 40 Materials,the curing compound shall provide a film which shall have retained 41 within the test specimen a percentage of the moisture present in the specimen when 42 the curing compound was applied according to the following. 43 11. Contractor shall maintain and properly repair damage to curing materials on 44 exposed surfaces of concrete pavement continuously for a least 72 hours. 45 f. Monolithic Curbs CITY OF FORT WOR'I'II tom Clp Concrete Restoration Conh•act G sTANDARD CONSTRI MION SPECIFICATION DOCIMENTS 101569 Revised December 20,2012 32 13 I3-17 CONCRETE PAVING Page 17 of 21 1 1. Concrete for monolithic curb shall be the same as for the pavement and,if carried 2 back from the paving mixer,shall be placed within 20-minutes after being mixed. 3 2. After the concrete has been struck off and sufficiently set,the exposed surfaces 4 shall be thoroughly worked with a wooden flat. 5 3. The exposed edges shall be rounded by the use of an edging tool to the radius 6 indicated on the Drawings. 7 4. All exposed surfaces of curb shall be brushed to a smooth and uniform surface. 8 K. Alley Paving 9 1. Alley paving shall be constructed in accordance with the specifications for concrete 10 paving hereinbefore described,in accordance with the details shown on the I Drawings,and with the following additional provisions: 12 a. Alley paving shall be constructed to the typical cross sections shown on the 13 Drawings. 14 b. Transverse expansion joints of the type shown on the Drawings shall be 15 constructed at the property line on each end of the alley with a maximum 16 spacing of 600 feet. 17 c. Transverse contraction and dummy joints shall be placed at the spacing shown 18 on the Drawings. 19 d. Contraction and dummy joints shall be formed in such a manner that the 20 required joints shall be produced to the satisfaction of the City. 21 e. All joints shall be constructed in accordance with this specification and filled 22 in accordance with the requirement of Section 32 13 73. 23 L. Pavement Leaveouts 24 1. Pavement leaveouts as necessary to maintain and provide for local traffic shall be 25 provided at location indicated on the Drawings or as directed by the City. 26 2. The extent and location of each leaveout required and a suitable crossover 27 connection to provide for traffic movements shall be determined in the field by the 28 City. 29 3.5 REPAIR 30 A. Repair of concrete pavement concrete shall be consistent with the Drawings and as 31 specified in Section 32 01 29. 32 3.6 RE-INSTALLATION[MOT USED] , 33 3.7 SITE QUALITY CONTROL 34 A. Concrete Placement 35 1. Place concrete using a fully automated paving;machine. Hand paving only 36 permitted in areas such as intersections where use of paving machine is not 37 practical 38 a. All concrete pavement not placed by hand shall be placed using a fully 39 automated paving machine as approved by the City. 40 b. Screeds will not be allowed except if approved by the City. 41 B. Testing of Materials 42 1. Samples of all materials for test shall be made at the expense of the City,unless 43 otherwise specified in the special provisions or in the Drawings. CITY of FORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Rovised December 20,2012 32 13 13-18 CONCRETE PAVING Page 18 of 21 1 2. In the event the initial sampling and testing does not comply with the specifications, 2 all subsequent testing of the material in order to determine if the material is 3 acceptable shall be at the Contractor's expense at the same rate charged by the 4 commercial laboratories. 5 3. All testing shall be in accordance with applicable ASTM Standards and concrete 6 testing technician must be ACI certified or equivalent. 7 C. Pavement Thickness Test 8 1. Upon completion of the work and before final acceptance and final payment shall 9 be made,pavement thickness test shall be made by the City. 10 2. The number of tests and location shall be at the discretion of the City,unless I otherwise specified in the special provisions or on the Drawings. 12 3. The cost for the initial pavement thickness test shall be the expense of the City. 13 d. In the event a deficiency in the thickness of pavement is revealed during normal 14 testing operations,subsequent tests necessary to isolate the deficiency shall be at 15 the Contractor's expense. 16 5. The cost for additional coring test shall be at the same rate charged by commercial 17 laboratories. 18 6. Where the average thickness of pavement in the area found to be deficient in 19 thickness by more than 0.20 inch,but not more than 0,50 inch,payment shall be 20 made at an adjusted price as specified in the following table. 21 Deficiency in Thickness Proportional Part Determined by Cores Of Contract Price Inches Allowed 0.00—0.20 100 percent 0,21—0.30 80 percent 0.31—0.40 70 percent 0.41—0.50 60 percent 22 23 7. Any area of pavement found deficient in thickness by more than 0.50 inch but not 24 more than 0.75 inch or 1/10 of the thickness specified on the Drawings,whichever 25 is greater,shall be evaluated by the City. 26 8. If,in the judgment of the City the area of such deficiency should not be removed 27 and replaced,there shall be no payment for the area retained. 28 9. If,in the judgment of the City,the area of such deficiency warrants removal,the 29 area shall be removed and replaced,at the Contractor's entire expense, with 30 concrete of the thickness shown on the Drawings. 31 10. Any area of pavement found deficient in thickness by more than 0.75 inch or more 32 than 1 A 0 of the plan thickness,whichever is greater,shall be removed and 33 replaced,at the Contractor's entire expense,with concrete of the thickness shown 34 on the Drawings. 35 11. No additional payment over the contract unit price shall be made for any pavement 36 of a thickness exceeding that required by the Drawings. 37 D. Pavement Strength Test CITY OF FORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUMON SPECI'1CATION DOCUMENTS 101569 Revised December 20,2012 32 13 13 19 CONCRETE PAVING Page 19 of 21 1 1. During the progress of the work the City shall provide trained technicians to cast 2 test cylinders for conforrning to ASTM C31,to maintain a check on the 3 compressive strengths of the concrete being placed. 4 2. After the cylinders have been cast,they shall remain on the job site and then 5 transported,moist cured,and tested by the City in accordance with ASTM C31 and 6 ASTM C39. 7 3. In each set, 1 of the cylinders shall be tested at 7 days,2 cylinders shall be tested at 8 28 days,and 1 cylinder shall be held or tested at 56 days,if necessary. 9 4. If the 28 day test results indicate deficient strength,the Contractor may,at its option 10 and expense,core the pavement in question and have the cores tested by an II approved laboratory,in accordance with ASTM C42 and ACI 318 protocol,except 12 the average of all cores must meet 100 percent of the minimum specified strength, 13 with no individual core resulting in less than 90 percent of design strength,to 14 override the results of the cylinder tests. 15 5. Cylinders and/or cores must meet minimum specified strength. If cylinders do not 16 meet minimum specified strength,additional cores shall be taken to identify the 17 limits of deficient concrete pavement at the expense of the Contractor. 18 6. Cylinders and/or cores must meet minimum specified strength. Pavement not 19 meeting the minimum specified strength shall be subject to the money penalties or 20 removal and placement at the Contractor's expense as show in the following table. 21 Percent Deficient Percent of Contract.Price Allowed Greater Than 0 percent_Not More Than 10 percent 90- ercent Greater Than 10 percent-Not More Than 15 percent 80- ercent Greater Than 15 percent 0-percent or removed and replaced at the entire cost and expense or Conhactor as directed b Ci 5 22 23 7. The amount of penalty shall be deducted from payment due to Contractor;such as 24 penalty deducted is to defray the cost of extra maintenance. 25 8. The strength requirements for structures and other concrete work are not altered by 26 the special provision. 27 9. No additional payment over the contract unit price shall be made for any pavement 28 of strength exceeding that required by the Drawings and/or specifications. 29 E. Cracked Concrete Acceptance Policy 30 1. If cracks exist in concrete pavement upon completion of the project,the Project 31 Inspector shall make a determination as to the need for action to address the 32 cracking as to its cause and recommended remedial work. 33 2. If the recommended remedial work is routing and sealing of the cracks to protect 34 the subgrade,the Inspector shall make the determination as to whether to rout and 35 seal the cracks at the time of final inspection and acceptance or at any time prior to 36 the end of the project maintenance period. The Contractor shall perform the routing 37 and scaling work as directed by the Project Inspector,at no cost to the City, 38 regardless of the cause of the cracking. CITY OF FORT WORTH 2O18 CIP Concrete Restoration Contract G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 10I569 Revised December 20,2012 3213 13-20 CONCRETE PAVING Page 20 of 21 1 3. If remedial work beyond routing and sealing is determined to be necessary,the 2 Inspector and the Contractor will attempt to agree on the cause of the cracking. If 3 agreement is reached that the cracking is due to deficient materials or workmanship, 4 the Contractor shall perform the remedial work at no cost to the City. Remedial 5 work in this case shall be limited to removing and replacing the deficient work with 6 now material and workmanship that meets the requirements of the contract. 7 4. If remedial work beyond routing and sealing is determined to be necessary,and the 8 Inspector and the Contractor agree that the cause of the cracking is not deficient 9 materials or worlananship,the City may request the Contractor to provide an 10 estimate of the cost of the necessary remedial work and/or additional work.to 11 address the cause of the cracking, and the Contractor will perform that work at the 12 agreed-upon price if the City elects to do so. 13 5. If remedial work is necessary,and the Inspector and the Contractor cannot agree on 14 the cause of the cracking,the City may hire an independent geotechnical engineer 15 to perform testing and analysis to determine the cause of the cracking. The 16 contractor will escrow 50 percent of the proposed costs of the geotechnical contract 17 with the City. The Contractor and the City shall use the services of a geotechnical 18 firm acceptable to both parties. 19 6. If the geotcebnical engineer determines that the primary cause of the cracking is the 20 Contractor's deficient material or workmanship,the remedial work will be 21 performed at the Contractor's entire expense and the Contractor will also reimburse 22 the City for the balance of the cost of the geotechnical investigation over and above 23 the amount that has previously been escrowed. Remedial work in this case shall be 24 limited to removing and replacing the deficient work with new material and 25 workmanship that meets the requirements of the contract. 26 7. If the geotechnical engineer determines that the primary cause of the cracking is not 27 the Contractor's deficient material or workmanship,the City will return the 28 escrowed funds to the Contractor. The Contractor,on request,will provide the City 29 an estimate of the costs of the necessary remedial work and/or additional work and 30 will perform the work at the agreed-upon price as directed by the City. 31 3.8 SYSTEM STARTUP [NOT USED] 32 3.9 ADJUSTING[NOT USED] 33 3.10 CLEANING[NOT USED] 34 3AI CLOSEOUT ACTIVITIES [NOT USED] 35 3.12 PROTECTION[NOT USED] 36 3.13 MAINTENANCE [NOT USED] 37 3.14 ATTACHMENTS [NOT USED] CITY OF FORT WORTH 2018 C7P Concrete Restoration Conlraci 6 STANDARD CONSTRUCTION SPE.CIFICATTON IJOCU MENTS 101569 Revised Decembor 20,2012 32 13 13-21 CONCRETE,PAVING Page21 of21 1 END Or SECTION 2 Revision Log DATE NAM); SUMMARY OF CHANGE 12/20/2012 1.2.A—Modified items to be included in price bid 05/2I/2014 Doug Rademalcer 2.2.D--Modified to clarify acceptable fly ash substitution in concrete paving 3 CITY OF FORT WORI'H 2018 CIP Concrete Restoration Contjuct 6 STANDARD CONSTRUCTION SPECIFICATION IJOCUMENTS 101569 Revised December 20,2012 32 13 20-1 CONCRETE SIDEWALK3j)FJVEWAYS AND BARRIER FREE RAMPS Page I of 6 1 SECTION 3213 20 2 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS 3 PART1- GENERAL 4 1.1 SUMMAIZY 5 A. Section Includes: 6 1. Concrete sidewalks 7 2. Driveways 8 3. Barrier free ramps 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include,but are not necessarily limited to; 12 1. Division 0-Bidding Requirements,Contract Forms,and Conditions of the Contract 13 2. Division 1 -General Requixements 14 3. Section 02 41 13 -Selective Site Demolition 15 4. Section 32 13 13-Concrete Paving 16 5. Section 32 13 73 -Concrete Paving Joint Sealants 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Concrete Sidewalk 20 a. Measurement 21 1) Measurement for this Item shall be by the square foot of completed and 22 accepted Concrete Sidewalk in its final position for various. 23 a) Thicknesses 24 b) Types 25 b. Payment 26 1) The work performed and materials furnished in accordance with this Item 27 and measured as provided under"Measurement"will be paid for at the unit 28 prise bid per square foot of Concrete Sidewalk. 29 c. The price bid shall include: 30 1) Excavating and preparing the subgradc 31 2) Furnishing and placing all materials , 32 2. Concrete Curb at Back of Sidewalk(6 to 12 inch max) 33 a. Measurement 34 1) Measurement for this Item►shall be by the linear foot of completed and 35 accepted Concrete Curb at the Back of Sidewalk within the 6 to 12 inch curb 36 height at back of walk in its final position. 37 b. Payment 38 1) The work performed and materials furnished in accordance with this Item 39 and measured as provided under"Measurement"will be paid for at the unit 40 price bid per linear foot of Concrete Curb at the Back of Sidewalk. 41 c. The price bid shall include: 42 1) Excavating and preparing the sub grade CITY OF FORT WORTH 2018 UP Concrete Restoration Ca7uract 5 STANDARD CONSTI2UCI'ION SPECIFICATION DOCUMENTS 101569 Revised June 5,2018 3z1�za-z CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMS Page 2 or 6 1 2) Furnishing and placing all materials,including concrete and reinforcing 2 steel 3 3) Excavation in back of"retaining"curb 4 4) Furnishing,placing,and compacting backfill 5 3. Concrete Driveway 6 a. Measurement 7 1) Measurement for this Item shall be by the square foot of completed and 8 accepted Concrete Driveway in its final position for various: 9 a) Thicknesses 10 b) Types 11 2) Dimensions will be taken from the back of the projected curb,including the 12 area of the curb radii and will extend to the limits specified in the Drawings. 13 3) Sidewalk portion of drive will be included in driveway measurement. 14 4) Curb on drive will be included in the driveway measurement. 15 b. Payment 16 1) The work performed and materials furnished in accordance with this Item. 17 and measured as provided under"Measurement"will be paid for at the unit 18 price bid per square foot of Concrete Driveway. 19 c. The price bid shall include: 20 1) Excavating and preparing the subgrade 21 2) Furnishing and placing all materials 22 4. Barrier Free Ramps 23 a. Measurement 24 1) Measurement for this Item shall be per each Barrier Free Ramp completed 25 and accepted for various: 26 a) Types 27 b, Payment 28 1) The work performed and materials furnished in accordance with this Item 29 and measured as provided under"Measurement"will be paid for at the unit 30 price bid per each"Barrier Free Ramp"installed. 31 c. The price bid shall include: 32 1) Excavating and preparing the subgrade 33 2) Furnishing and placing all materials 34 3) Curb Ramp 35 4) Landing and detectable warning surface as shown on the Drawings 36 5) Adjacent flares or side curb 37 1.3 REFERENCES 38 A. Abbreviations and Acronyms 39 1. TAS—Texas Accessibility Standards 40 2. TDLR—Texas Department of Licensing and Regulation 41 B. Reference Standards 42 1. Reference standards cited in this Specification refer to the current reference 43 standard published at the time of the latest revision date logged at the end of this 44 Specification,unless a date is specifically cited. 45 2. American Society for Testing and Materials(ASTM) 46 a. D545,Test Methods for Preformed Expansion Joint Fillers for Concrete 47 Construction(Non-extruding and Resilient Types) CITY OF FORT WORTH 2018 CIP Concrete Restoration Conti act 6 STANDARD CONSTRUCTION SPECWICATIOIH DOCUMENTS 101569 Revised June 5,2018 321320-3 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS Page 3 of 6 1 b. D698,Test Methods for Laboratory Compaction Characteristics of Sail Using 2 Standard Effort(12,400 ft-lbf/ft3) 3 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 4 1.5 SUBMITTALS [NOT USED] 5 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMTTALS 6 A. Mix Design: submit for approval. Section 32 13 13. 7 B. Product Data: submit product data and sample for pre-cast detectable warning for 8 barrier free ramp. 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1_8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE [NOT USED] 12 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 13 1.11 FIELD CONDITIONS 14 A. Weather Conditions: Placement of concrete shall be as specified in Section 32 13 13, 15 1.12 WARRANTY [NOT USED] 16 PART 2- PRODUCTS 17 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 18 2.2 EQUIPMENT AND MATERIALS 19 A. Forms:wood or metal straight,free from warp and of a depth equal to the thickness of 20 the finished work. 21 B. Concrete: see Section 32 13 13. 22 1. Unless otherwise shown on the Drawings or detailed specifications,the standard 23 class for concrete sidewalks,driveways and barrier free ramps is shown in the 24 following table: 25 Standard Classes of Pavement Concrete Class of Minimum 28 Day Min. Maximum Course Concrete, Cementitious, Compressive Water/ Aggregate Lb./CY Strength' Cementitious Maximum psi Ratio Size, inch A 470 3000 0.58 1-I12 26 C. Reinforcement: see Section 32 13 13. 27 1. Sidewalk,driveway and barrier free ramp reinforcing steel shall be#3 deformed 28 bars at 18 inches on-center-both-ways at the center plane of all slabs,unless 29 otherwise shown on the Drawings or detailed specifications. 30 D. Joint Filler 31 1. Wood Filler: see Section 32 13 13, 32 2. Pre-Molded Asphalt Board Filler 33 a. Use only in areas where not practical for wood boards. CITY OF FORT WORTH 2OI8 up Concrete Restoration Conti-act 6 S'rANDARD CONSTRUCTION SPECIEICAVON DOCUMENTS 101569 Revised June 5,2018 321320-4 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS Pagc 4 of 6 1 b. Pre-molded asphalt board filler:ASTM D545. 2 c. Install the required size and uniform thickness and as specified in Drawings. 3 d. Include 2 liners of 0.016 asphalt impregnated kiaft paper filled with a mastic 4 mixture of asphalt and vegetable fiber and/or mineral filler. 5 E. Expansion Joint Sealant: see Section 32 13 73 where shown on the Drawings. 6 2.3 ACCESSORIES [NOT USED] 7 2.4 SOURCE QUALITY CONTROL[NOT USED] 8 PART 3- EXECUTION 9 3.1 INSTALLERS [NOT USED] 10 3.2 EXAMINATION [NOT USED] 11 3.3 PREPARATION 12 A. Surface Preparation 13 1. Excavation:Excavation required for the construction of sidewalks, driveways and 14 barrier free ramps shall be to the lines and grades as shown on the Drawings or as 15 established by the City. 16 2. Fine Grading 17 a. The Contractor shall do all necessary filling,leveling and fine grading required 18 to bring the subgrade to the exact grades specified and compacted to at least 90 19 percent of maximum density as determined by ASTM D698. 20 b. Moisture content shall be within minus 2 to plus 4 of optimum. 21 c. Any over--excavation shall be repaired to the satisfaction of the City. 22 B. Demolition/Removal 23 1. Sidewalk,Driveway and/or Barrier Free Ramp Removal: see Section 02 41 13. 24 3.4 INSTALLATION 25 A. General 26 1. Concrete sidewalks shall have a minimum thickness of 4 inches. 27 2. Sidewalks constructed in driveway approach sections shall have a minimum 28 thickness equal to that of driveway approach or as called for by Drawings and 29 specifications within the limits of the driveway approach. 30 3. Driveways shall have a minimum thickness of 6 inches. Standard cross-slopes for 31 walks shall be 2 percent max in accordance with current TAS/MLR guidelines. 32 The construction of the driveway approach shall include the variable height radius 33 curb in accordance with the Drawings. 34 4. All pedestrian facilities shall comply with provisions of TAS including location, 35 slope,width, shapes,texture and coloring. Pedestrian facilities installed by the 36 Contractor and not meeting TAS must be removed and replaced to meet TAS (no 37 separate pay). 38 B. Forms:Forms shall be securely staked to line and grade and maintained in a true 39 position during the depositing of concrete. 40 C. Reinforcement: see Section 32 13 13. 41 D. Concrete Placement: see Section 3213 13. CITY 01'FORT WORTH 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMPNT"S 101569 Revised Juue 5,2018 321320-5 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS Page 5 of 6 1 E. Finishing 2 1. Concrete sidewalks,driveways and barrier free ramps shall be,finished to a true, 3 even surface. 4 2. Trowel and then brush transversely to obtain a smooth uniform brush finish. 5 3. Provide exposed aggregate finish if specified. 6 4. Edge joints and sides shall with suitable tools. 7 F. Joints 8 1. Expansion joints for sidewalks,driveways and barrier free ramps shall be formed 9 using redwood. 10 2. Expansion.joints shall be placed at 40 foot intervals for 4 foot wide sidewalk and 50 11 foot intervals for 5 foot wide and greater sidewalk. 12 3. Expansion joints shall also be placed at all intersections,sidewalks with concrete 13 driveways,curbs,formations,other sidewalks and other adjacent old concrete work. 14 Similar material shall be placed around all obstructions protruding into or through 15 sidewalks or driveways. 16 4. All expansion joints shall be 1/2 inch in thickness. 17 5. Edges of all construction and expansion joints and outer edges of all sidewalks shall 18 be finished to approximately a 1/2 inch radius with a suitable finishing tool. 19 6. Sidewalks shall be marked at intervals equal to the width of the walk with a 20 marking tool. 21 7. When sidewalk is against the curb,expansion joints shall match those in the curb. 22 G. Barrier Free Ramp 23 1• Famish and install brick red color pre-cast detectable warning Donne-Tile, 24 manufactured by StrongGo Industries or approved equal by the City. 25 2. Detectable warning surface shall be a minimum of 24-inch in depth in the direction 26 of pedestrian travel,and extend to a minimum of 48-inch along the curb ramp or 27 landing where the pedestrian access route enters the street. 28 3. Locate detectable warning surface so that the edge nearest the curb line is a 29 minimum of 6-inch and maximum of 8-inch from the extension of the face of the 30 curb. - 31 4. Detectable warning Dome-Tile surface may be curved along the canner radius. 32 5. Justall detectable warning surface according to manufacturer's instructions. CITY OF FORT WORTH 2018 CIP Concrete Re-slorativn Contract 6 STANDARD CONSTRUCTION SPRCTFICATION DOCUMENTS 101569 Revised Tune 5,2018 321373-1 CONCRETE PAVING JOINT SEALANTS Page 1 of5 1 SECTION 3213 73 2 CONCRETE PAVING JOINT SEALANTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Specification for silicone joint sealing for concrete pavement and curbs. 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. For this project concrete paving joint sealants Section 32 13 73 shall be payable for 9 scaling courtesy joint on existing pavement only. Scaling joint on replaced 10 concrete paving shall be considered subsidiary to concrete paving section 32 13 13. 11 2. Sawing,cleaning and applying-joint sealants upon placing of bond breaker rod and 12 breaker tape shall be subsidiary to joint sealants. 13 C. Related Specification Sections include,but are not necessarily limited to: 14 1. Division 0-Bidding Requirements,Contract Forms,and Conditions of the Contract 15 2. Division 1 -General Requirements 16 3. Section 32 13 13 -Concrete Paving 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Measurement 20 a. Measurement for this Item shall be by the linear foot of Joint Sealant completed 21 and accepted only for courtesy joint on existing pavement. 22 2. Payment 23 3. The work performed and materials furnished in accordance with this Item will be 24 paid for at the unit price bid per linear foot of"joint sealant"completed. Subsidiary 25 work and materials include: 26 a. Sawing joints 27 b. Cleaning joints 28 c. Appling joint sealants upon placing of bond breaker rod and breaker tape 29 d. Furnishing and installing all materials 30 e. All manipulations,labor,equipment,appliances,tools,and incidentals 31 necessary to complete the work. 32 1.3 REFERENCES 33 A. Reference Standards 34 1. Reference standards cited in this Specification refer to the current reference 35 standard published at the time of the latest revision date logged at the end of this 36 Specification,unless a date is specifically cited. 37 2. ASTM International(ASTM): CITY OF FORT WORTH 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATIONDOCUMENTS 101569 Revised]December 20,2012 321320-6 CONCRETE SIDEWALKS,DRIVEWAYS AND BAR=R FREE RAMPS Page 6 of 6 1 3.5 REPAIR/RESTORATION[NOT USED] 2 3.6 REINSTALLATION [NOT USED] 3 3.7 FIELD QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING[NOT USED] 7 3.11 CLOSEOUT ACTIVITIES [NOT USED] 8 3.12 PROTECTION [NOT USED] 9 3.13 MAINTENANCE [NOT USED] 10 3.14 ATTACIIM,NTS [NOT USED] 11 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1 212 0/2 0 1 2 D.Johnson 1.2.A.3--Measurement and Payment for Barrier Free Ramps modified to match updated City Details 4/30/2013 F.Griffin to Part 1,1.2,A,3,b,1 to read;from...square foot of Concrete Sidewalk. to...each"Barrier Free Ramp"installed. June 5,2018 M Owen Revised Measurement and Payment.section. 12 CITY OF FORT WORTH 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SYE.CIFICATION DOCUMENTS 101569 Revised Rune 5,2018 321373-2 CONCRETE PAVING JOINT SEALANTS Page 2 of 5 1 a. D5893,Standard Specification for Cold Applied, Single Component, 2 Chemically Curing Silicone Joint Sealant for Portland Cement Concrete 3 Pavements 4 1A ADMINISTRATIVE REQUIREMENTS [NOT USED] 5 1.5 ACTION SUBMITTALS [NOT USED) 6 1.6 ACTION SUBMITTALSA FORMATIONAL SUBMITTALS 7 A. Test and Evaluation Reports 8 1. Prior to installation,furnish certification by an independent testing laboratory that 9 the silicone joint sealant meets the requirements of this Section. 10 2. Submit verifiable documentation that the manufacturer of the silicone joint sealant 11 has a minimum 2-year demonstrated,documented successful field performance 12 with concrete pavement silicone joint sealant systems. 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE [NOT USED] 16 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 17 1.11 FIELD CONDITIONS 18 A. Do not apply joint sealant when the air and pavement temperature is less than 35 19 degrees F 20 B. Concrete surface must be clean,dry and frost free. 21 C. Do not place sca]ant in an expansion-type joint if surface temperature is below 35 22 degrees F or above 90 degrees F. 23 1.12 WARRANTY[NOT USED] 24 PART 2- PRODUCTS 25 2.1 OWNER FURNISHED PRODUCTS [NOT USED] 26 2.2 MATERIALS&EQUIPMENT 27 A. Materials 28 1. Joint Sealant:ASTM D5893. 29 2. Joint Filler,Backer Rod and Breaker Tape 30 a. The joint filler sop shall be of a closed cell expanded polyethylene foam backer 31 rod and polyethylene bond breaker tape of sufficient size to provide a tight seal. 32 b. The back rod and breaker tape shall be installed in the saw-cut joint to prevent 33 the joint sealant from flowing to the bottom of the joint. 34 c. The backer rod and breaker tape shall be compatible with the silicone joint 35 sealant and no bond or reaction shall occur between them. 36 2.3 ACCESSORIES [NOT USED] CITY OF FORT WORTH 2OI8 CIP Concrete Restoration Conhact 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 20,2012 32.1373-3 CONCRETE.PAVING JOINT SEALANTS Page 3 of5 1 2.4 SOURCE QUALITY CONTROL[NOT USE, 2 PART 3- EXECUTION 3 3.1 INSTALLERS [NOT USED] 4 3.2 EXAMINATION[NOT USED] 5 3.3 PREPARATION[NOT]USED] 6 3.4 INSTALLATION 7 A. General 8 1. The silicone sealant shall be cold applied. 9 2. Allow concrete to cure for a minimum of 7 days to ensure it has sufficient strength 10 prior to sealing joints. 11 3. Perform joint reservoir saw cutting,cleaning,bond breaker installation,and joint 12 sealant placement in a continuous sequence of operations. 13 4. See Drawings for the various joint details with their respective dimensions. 14 B. Equipment 15 1. Provide all necessary equipment and keep equipment in a satisfactory working 16 condition. 17 2. Equipment shall be inspected by the City prior to the beginning of the work. 18 3. The minimum requirements for construction equipment shall be as follows: 19 a. Concrete Saw. The sawing equipment shall be adequate in size and power to 20 complete the joint sawing to the required dimensions. 21 b. Air Compressors. The delivered compressed air shall have a pressure in excess 22 of 90 psi and shall be suitable for the removal of all free water and oil from the 23 compressed air. 24 c. Extrusion Pump. The output shall be capable of supplying a sufficient volume 25 of sealant to the joint. 26 d. Jnj ection Tool. This mechanical device shall apply the sealant uniformly into 27 the joint. 28 e. Sandblaster. The design shall be for commercial use with air compressors as 29 specified in this Section. 30 f. Backer Rod Roller and Tooling Instillment. These devices shall be clean and 31 free of contamination. They shall be compatible with the joint depth and width 32 requirements. 33 C. Sawing Joints. see Section 32 13 13. 34 D. Cleaning joints 35 1. Dry saw in 1 direction with reverse cutting blade then sand blast. 36 2, Use compressed air to remove the resulting dust from the joint. 37 3. Sandblast joints after complete drying. 38 a. Attach nozzle to a mechanical aiming device so that the sand blast will be 39 directed at an angle of 45 degrees and at a distance of 1 to 2 inches from the 40 face of the joint. 41 b. Sandblast both joint faces sandblasted in separate, 1 directional passes. CITY OIL FORT WORTH 2OI8 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPEMICATION DOCUMENTS 101569 Revised December 20,2012 32 13 73-4 CONCRETE PAYING JOINT SEALANTS Page 4 of 5 I c. When sandblasting is complete,blow--out using compressed air. 2 d. The blow tube shall fit into the joints. 3 4. Check the blown joint for residual dust or other contamination. 4 a. If any dust or contamination is found,repeat sandblasting and blowing until the 5 joint is cleaned. 6- b. Do not use solvents to remove stains and contamination. 7 5. Place the bond breaker and sealant in the joint immediately upon cleaning. 8 6. Bond Breaker Rod and Tape: install in the cleaned joint prior to the application of 9 the joint sealant. 10 7. Do not leave open,cleaned joints unsealed overnight. I 1 E. Joint Sealant 12 1. Apply the joint sealant upon placement of the bond breaker rod and tape,using the 13 mechanical injection tool. i 14 2. Do not seal joints unless they are clean and dry. 15 3. Remove and discard excess sealant Ieft on the pavement surface. 16 a. Do not excess use to seal the joints. 17 4. The pavement surface shall present a clean final condition as determined by City. 18 5. Do not allow traffic on the fresh sealant until it becomes tack-free. 19 F. Approval of Joints 20 1. .The City may request a representative of the sealant manufacturer to be present at 21 the j ob site at the beginning of the final cleaning and sealing of joints. 22 a. The representative shall demonstrate to the Contractor and the City the 23 acceptable method for sealant installation. 24 b. The representative shall approve the clean, dry joints before the sealing 25 operation commences. 26 3.5 REPAIR/RESTORATION[NOT USED] 27 3.6 RE-INSTALLATION[NOT USED] 28 3.7 FIELD QUALITY CONTROL[NOT USED] 29 3.8 SYSTEM STARTUP [NOT USED] 30 3.9 ADJUSTING[NOT USED] 3I 3.10 CLEANING[NOT USED] 32 3.11 CLOSEOUT ACTIVITIES [NOT USED] 33 3.12 PROTECTION [NOT USED] 34 3.13 MAINTENANCE [NOT USED] 35 3.14 ATTACHMENTS [NOT USED] 36 END OF SECTION 37 CITY OF FORT WORTH 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICKNON DOCUMENTS 101569 Revised Ilecrmbcr 20,2012 321373_5 CONCR[iTR PAVING JOINT SEALANTS Page 5 of5 Revision Log DATE NAME SUMMARY OF CHANGE 1 CITY OF FORT WORN 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 20,2012 32 I613-1 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page I of 6 1 SECTION 32 1613 2 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS 3 4 PART1- GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Concrete Curbs and Gutters 8 2. Concrete Valley Gutters 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. None, 11 C. Related Specification Sections include,but are not necessarily limited to: 12 1. Division 0-Bidding Requirement.-,,Contract Forms,and Conditions of the Contract 13 2. Division I -General Requirements 14 3. Section 02 41 13 -Selective Site Demolition 15 4. Section 32 13 13-Concrete Paving 16 5. Section 32 13 73 -Concrete Paving Joint Sealants 17 1.2 PR(CE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Concrete Curb and Gutter 20 a. Measurement 21 1) Measurement for this Item shall be by the linear foot of Concrete Curb and 22 Gutter. 23 b, Payment 24 1) The work performed and materials furnished in accordance with this Item 25 and measured as provided under"Measurement"will be paid for at the unit 26 price bid per linear foot of Concrete Curb and Gutter complete and in place 27 by curb height. 28 c. The price bid shall include: 29 1) Preparing the subgrade 30 2) Furnishing and placing all materials,including foundation course, 31 reinforcing steel,and expansion material 32 2. Concrete Valley Gutter 33 a. Measurement 34 1) Measurement for this Item shall be by the square yard of Concrete Valley 35 Gutter. 36 b. Payment 37 1) The work performed and materials furnished in accordance with this Item 38 and measured as provided under"Measurement"will be paid for at the unit 39 price bid per square yard of Concrete Valley Gutter complete and in place 40 for: 41 a) Various street types CITY OF FORT WORTH 2OI8 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION,,SPECIFICATIONDOCUNIENPS 101569 Revised October 05,2016 3216 U-2 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 2 of 6 1 c. The price bid shall include: 2 1) Preparing the subgrade 3 2) Fulxlishing and placing all materials,including foundation course, 4 reinforcing steel,and expansion material 5 1.3 REFERENCES [NOT USE, 6 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 7 1.5 ACTION SUBMITTALS [NOT USED] 8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE [NOT USED] lz 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 13 1.11 FIELD CONDITIONS 14 A. Weather Conditions: See Section 32 13 13. 15 1.12 WARRANTY[NOT USED] 16 PART 2- PRODUCTS 17 2.1 OWNER FURNISHED PRODUCTS [NOT USED] 18 2.2 EQUIPMENT AND MATERIALS 19 A. Forms: See Section 32 13 13. 20 B. Concrete: 21 1. Unless otherwise shown on the Drawings or detailed specifications, the standard 22 class for concrete curb, gutter, and curb &gutter is shown in the following table: 23 24 Standard Classes of Pavement Concrete _ Class of Minimum 28 Day Min. Maximum Course Concrete Cementitious, Compressive Water/ Aggregate Lb./CY Strength Cementitious Maximum psi Ratio Size, inch A 470 3000 0.58 1-112 25 26 C. Reinforcement: See Section 32 13 13. 27 D. Joint Filler 28 1. Wood Filler: see Section 32 13 13. 29 2. Pre-Molded Asphalt Board Filler 30 a. Use only in areas whore not practical for wood boards CITY OF FORT WORTH 2O19 Ct1'Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised October 05,2016 32 16 13-3 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 3 of 6 1 b. Pre-molded asphalt board filler: ASTM D545 2 c. Install the required size and uniform thickness and as specified in the Drawings. 3 d. Include two liners of 0.016 asphalt impregnated kraft paper filled with a mastic 4 mixture of asphalt and vegetable fiber and/or mineral filler. 5 E. Expansion Joint Sealant: See Section 32 13 73. 6 2.3 ACCESSORIES [NOT USED] 7 2.4 SOURCE QUALITY CONTROL [NOT USED] 8 PART 3 - EXECUTION 9 3.1 INSTALLERS [NOT USED] 10 3.2 EXAMINATION[NOT USE, 11 3.3 PREPARATION 12 A. Demolition/Removal: See Section 02 41 13. 13 3.4 INSTALLATION 14 A. Forms 15 1. Extend forms the full depth of concrete. 16 2. Wood forms:minimum of 1-1/2 inches in thickness 17 3. Metal Forms: a gauge that shall provide equivalent rigidity and strength 18 4. Use acceptable wood or metal forms for curves with a radius of less than 250 feet. 19 5. All forms showing a deviation of 1/8 inch in 10 feet from a straight line shall be 20 rejected. 21 B. Reinforcing Steel 22 1. Place all necessary reinforcement for City approval prior to depositing concrete. 23 2. All steel must be free from paint and oil and all loose scale,rust,dirt and other 24 foreign substances. 25 3. Remove foreign substances from steel before placing. 26 4. Wire all bars at their intersections and at all laps or splices. 27 5. Lap all bar splices a minimum of 20 diameters of the bar or 12 inches,whichever is 28 greater, 29 C. Concrete Placement 30 1. Deposit concrete to maintain a horizontal surface. 31 2. Work concrete into all spaces and around any reinforcement to form a dense mass 32 free from voids. 33 3. Work coarse aggregate away from contact with the forms 34 4. Hand-Laid Concrete--Curb and gutter 35 a, Shape and compact subgrade to the lines, grades and cross section shown on the 36 Drawings. 37 b. Lightly sprinkle subgrade material immediately before concrete placement. 38 c. Deposit concrete into forms. CITY OF FORT WORTH 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised October 05,2016 321613-4 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 4 of 6 1 d. Strike off with a template 1/4 to 3/8 inch less than the dimensions of the 2 finished curb,unless otherwise approved. 3 5. Machine-Laid Concrete—Curb and Gutter 4 a. Hand-tamp and sprinkle subgrade material before concrete placement. 5 b. Provide clean surfaces for concrete placement. 6 c. Place the concrete with approved self-propelled equipment. 7 1) The forming tube of the extrusion machine or the form of the slipform 8 machine must easily be adjustable vertically during the forward motion of 9 the machine to provide variable heights necessary to conform to the 10 established guadeline. 11 d. Attach a pointer or gauge to the machine so that a continual comparison can be 12 made between the extruded or slipform work and the grade guideline. 13 e. Brush finish surfaces immediately after extrusion or slipforming. 14 6. Hand-Laid Concrete—Concrete Valley Gutter: See Section 32 13 13. 15 7. Expansion joints 16 a. Place expansion joints in the curb and gutter at 200-foot intervals and at 17 intersection returns and other rigid structures. 18 b. Place tooled joints at 15-Moot intervals or matching abutting sidewalk joints and 19 pavement joints to a deptb of 1-1/2 inches. 20 c. Place expansion joints at all intersections with concrete driveways, curbs, 21 buildings and other curb and gutters. 22 d. Make expansion joints no less than 1/2 inch in thickness,extending the full 23 depth of the concrete. 24 e. Make expansion joints perpendicular and at right angles to the face of the curb. 25 f Neatly trim any expansion material extending above the finished to the surface 26 of the finished work. 27 g. Make expansion joints in the curb and gutter coincide with the concrete 28 expansion joints. 29 h. Longitudinal dowels across the expansion joints in the curb and gutter are 30 required. 31 i. Install 3 No.4 round,smooth bars,24 inches in length,for dowels at each 32 expansion joint. 33 j. Coat 1/2 of the dowel with a bond breaker and terminate with a dowel cap that 34 provides a minimum of 1 inch free expansion. 35 k. Support dowels by an approved method. 36 D. Curing: see Section 32 13 13, 37 3.5 REPAIRJ.RESTORATION[NOT USEDI 38 3.6 RE-INSTALLATION [NOT USED) 39 3.7 FIELD QUALITY CONTROL 40 A. Inspections 41 1. Steel reinforcement placement 42 2. Headed bolts and studs 43 3. Verification of use of required design mixture 44 4. Concrete placement,including conveying and depositing 45 5. Curing procedures and maintenance of curing temperature CITY OF FORT WORTH 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised October 05,2016 32 16 13-5 CONCRETE CURB AND GUTTERS AND VAL.I.EY GUTTERS Page 5 of 6 1 B. Concrete Tests: Perform testing of fresh concrete sample obtained according to 2 ASTM C 172 with the following requirements: 3 1. Testing Frequency: Obtain I fresh concrete sample for each day's pour of each 4 concrete mixture exceeding 5 cubic yard,but less than 150 cubic yard,plus I set for 5 each additional 150 cubic yard or fraction thereof. 6 2. Slump: ASTM C143; 1 test at point of placement for each concrete sample,but not 7 less than 1 test for each day's pour of each concrete mixture. Perform additional 8 tests when concrete consistency appears to change. 9 3. Air Content: ASTM C231,pressure method, for normal-weight concrete; I test for 10 each sample,but not less than I test for each day's pour of each concrete mixture. 11 4. Concrete Temperature: ASTM C1064; 1 test for each concrete sample. 12 5. Compression Test Specimens: ASTM C31. 13 a. Cast and laboratory cure 3 cylinders for each fresh concrete sample. 14 1) Do not transport field cast cylinders until they have cured for a 15 minimum of 24 hours. 16 6. Compressive-Strength Tests: ASTM C39; 17 a. Test 1 cylinder at 7 days. 18 b. Test 2 cylinders at 28 days. 19 7. Upload test results into Buzzsaw within 48 hours of testing. Reports of 20 compressive-strength tests shall contain Project identification name and number, 21 date of concrete placement,name of concrete tester and inspector, location of 22 concrete batch in Work, design compressive strength at 28 days, concrete mixture 23 proportions and materials,compressive breaking strength,and type of break for 24 both 7-and 28-day tests. 25 8. Additional Tests: Additional tests of concrete shall be made when test results 26 indicate that slump,air entrainment, compressive strengths,or other City 27 specification requirements have not been met. The Lab Services division may 28 conduct or request tests to determine adequacy of concrete by cored cylinders 29 complying with ASTM C42 or by other methods as directed by the Project 30 Manager. 31 a. When the strength level of the concrete for any portion of the structure,as 32 indicated by cylinder tests,falls below the specified requirements,provide 33 improved curing conditions and/or adjustments to the mix design as required to 34 obtain the required strength.If the average strength of the laboratory control 35 cylinders falls so low as to be deemed unacceptable,follow the core test 36 procedure set forth in ACI 301, Chapter 17.Locations of core tests shall be 37 approved by the Project Engineer. Core sampling and testing shall be at 38 Contractors expense. 39 b. If the results of the core tests indicate that the strength of the structure is 40 inadequate, any replacement,load testing, or strengthening as may be ordered 41 by the Project Engineer shall be provided by the Contractor without cost to the 42 City. 43 9. Additional testing and inspecting,at Contractor's expense,will be performed to 44 determine compliance of replaced or additional work with specified requirements. 45 10. Correct deficiencies in the Work that test reports and inspections indicate does not 46 comply with the Contract Documents. 47 CITY OF FORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised October 05,2016 321613-6 CONCRETE CURS AND GUTTERS AND VALLEY GLITTERS Page 6of6 1 3.8 SYSTEM STARTUP [NOT USE, 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] g END OF SECTION 9 Revision Log DATE NAAM SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.2.A.2.Modified payment item to vary by street type 10/05/2016 Z.Arega Added Subsection 2.2.B.1 and Subsection 3.7 10 CITY OF PORT WORTH 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised October 05,2016 3217 23-1 PAVEMENT MARKINGS Page I a1'I A 1 SECTION 3217 23 2 PAVEMENT MARKINGS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Pavement Markings 7 a. Thermoplastic,hot-applied, spray(HAS)pavement markings 8 b. Thermoplastic,hot-applied, extruded(HAE)pavement markings 9 c. Preformed polymer tape 10 d. Preformed heat-activated thermoplastic tape 11 2. Raised markers 12 3. Work zone markings 13 4. Removal of pavement markings and markers 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 Forams and Conditions of the Contract 18 2. Division 1—General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Pavement Markings 22 a. Measurement 23 1) Measurement for this Item shall be per linear foot of material placed. 24 b. Payment 25 1) The work performed and materials furnished in accordance with this Item 26 and measured as provided under"Measurement"shall be paid.for at the 27 unit price bid per linear foot of"Pvmt Marking"installed for: 28 a) Various Widths 29 b) Various Types 30 c) Various Materials 31 d) Various Colors 32 c. The price bid shall include: 33 1) Installation of Pavement Marking 34 2) Glass beads,when required 35 3) Surface preparation 36 4) Clean-up 37 5) Testing(when required) 38 2. Legends 39 a. Measurement 40 1) Measurement for this Item shall be per each Legend installed. 41 b. Payment CITY OF FORT WORTH 201E CIP Concrete.Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised November 22,20I3 321723-2 PAVEMENT MARKINGS Page 2 of 1 I 1 1) The workperformed and materials furnished in accordance with this Item 2 shall be paid for at the unit price bid per each"Legend"installed for: 3 a) Various types 4 b) Various applications 5 e, The price bid shall include: 6 1) Installation of Pavement Marking 7 2) Glass beads,when required 8 3) Surface preparation 9 4) Clean-up 10 5) Testing 11 3. Raised Markers 12 a. Measurement 13 1) Measurement for this Item shall be per each Raised Marker installed, 14 b. Payment 15 1) The work performed and materials furnished in accordance with this Item 16 shall be paid for at the unit price bid per each"Raised Marker"installed 17 for: 18 a) Various types 19 c. The price bid shall include: 20 1) Installation of Raised Markers 21 2) Surface preparation 22 3) Clean-up 23 4) Testing 24 4, Work Zone Tab Markers 25 a. Measurement 26 1) Measurement for this Item shall be per each Tab Marker installed. 27 b. Payment 28 1) The work performed and materials furnished in accordance with this Item 29 shall be paid for at the unit price bid per each"Tab Marker"installed for. 30 a) Various types 31 c. The price bid shall include: 32 1) Installation of Tab Work Zone Markers 33 5. Dire Lane Markings 34 a. Measurement 35 1) Measurement for this Item shall be per the linear foot. 36 b, Payment 37 1) The work performed and materials furnished in accordance with this Item. 38 and measured as provided under"Measurement"shall be paid for at the 39 unit price bid per linear foot of"tire Lane Marking"installed. 40 c. The price bid shall include., 41 1) Surface preparation 42 2) Clean-up 43 3) Testing 44 6. Pavement Marking Removal 45 a. Measurement 46 1) Measure for this Item shall be per linear foot. 47 b. Payment CITY OF FORT WORTH 2O18 CIP Concrete Restoration Conhvct 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised November22,2013 321723-3 PAVEMENT MARKINGS Page 3 of 11 1 1) The work performed and materials furnished in accordance with.this Item 2 and measured as provided under"Measurement"shall be paid for at the 3 unit price bid per linear foot of"Remove Pvmt Marking"performed for: 4 a) Various widths 5 c. The price bid shall include: 6 1) Removal of Pavement Markings 7 2) Clean-up 8 7. Raised Marker Removal 9 a. Measurement 10 1) Measurement for this Item shall be per each Pavement Marker removed, 11 b. Payment 12 1) The work performed and materials furnished in accordance with this Item 13 shall be paid for at the unit price bid per each"Remove Raised Marker" 14 performed. 15 c. The price bid shall include: 16 1) Removal of each Marker 17 2) Disposal of removed materials 18 3) Clean-up 19 8. Legend Removal 20 a. Measurement 21 1) Measure for this Item shall be per each Legend removed. 22 b. Payment 23 1) The work performed and materials furnished in accordance with this Item 24 and measured as provided under"Measurement"shall be paid for at the 25 unit price bid per hneax foot of"Remove Legend"performed for: 26 a) Various types 27 b) Various applications 28 c. The price bid shall include: 29 1) Removal of Pavement Markings 30 2) Clean-up 31 1.3 REFERENCES 32 A. Reference Standards 33 1. Reference standards cited in this Specification refer to the current reference 34 standard published at the time of the latest revision date logged at the end of this 35 Specification,unless a date is specifically cited. 36 2. Texas Manual on Uniform Traffic Control Devices (MUTCD),2011 Edition 37 a. Part 3,Markings 38 3. American Association of State Highway and Transportation Officials AASHTO 39 a. Standard Specification for Glass Beads Used in Pavement Markings,M 247-09 40 4. Federal Highway Administration(FHW_A) 41 a. 23 CFR Part 655,FHWA Docket No. FHWA-2009--0139 42 5, Texas Department of Transportation(TxDOT 43 a. DMS-4200,Pavement Markers(Reflectorized) 44 b. DMS-4300,Traffic Buttons 45 c. DMS-8220,Hot Applied Thermoplastic 46 d. DMS-8240,Permanent Prefabricated Pavement Markings 47 e. DMS-8241,Removable Prefabricated Pavement Markings CITY OF FORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised November 22,2013 321723-4 PAVE,MENT MARKINGS Page 4 of II 1 f. DMS-8242,Temporary Flexible-Reflective Road Marker Tabs 2 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 3 1.5 SUBMITTALS 4 A. Submittals shall be in accordance with Section 0133 00. 5 13. All Submittals shall be approved by the City,prior to delivery and/or fabrication for 6 specials. 7 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 8 1.7 CLOSEOUT SUBMITTALS [NOT USED] 9 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 10 1.9 QUALITY ASSURANCE [NOT USED] 11 1.10 DELIVERY,STORAGE,AND HANDLING 12 A. Storage and Handling Requirements 13 1. The Contractor shall secure and maintain a location to store the material in 14 accordance with Section 0150 00. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2- PRODUCTS 18 2.1 OWNER-SUPPLIED PRODUCTS 19 A. New Products 20- 1. Refer to Drawings to determine if there are owner-supplied products for the Project. 21 2.2 MATERIALS 22 A. Manufacturers 23 1. Only the manufacturers as listed in the City's Standard Products List will be 24 considered as shown in Section 01 60 00. 25 a. The manufacturer must comply with this Specification and related Sections. 26 2. Any product that is not listed on the Standard Products List is considered a 27 substitution and shall be submitted in accordance with Section 0125 00. 28 B. Materials 29 1. Pavement Markings 30 a. Thermoplastic,hot applied,spray 31 1) Refer to Drawings and City Standard Detail Drawings for width of 32 longitudinal lines. 33 2) Product shall be especially compounded for traffic markings. 34 3) When placed on the roadway,the Markings shall not be slippery when wet, 35 lift from pavement under normal weather conditions nor exhibit a tacky 36 exposed surface. CITY OF FORTWORTH 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised November 22,2013 32 17 23-5 PAVEMENT MARY-WGS Page 5 of I 1 4) Cold ductility of the material shall permit normal road surfacc expansion 2 and contraction without chipping or cracking. 3 5) The markings shall retain their original color, dimensions and placement 4 under normal traffic conditions at road surface temperatures of 158 degrees 5 Fahrenheit and below. 6 6) Markings shall have uniform cross-section, clean edges, square ends and no 7 evidence of tracking. 8 7) The density and quality of the material shall be uniform throughout the 9 markings. 10 8) The thickness shall be uniform throughout the length and width of the 11 markings. 12 9) The markings shall be 95 percent free of holes and voids, and free of 13 blisters for a minimum of 60 days after application. 14 10)The material shall not deteriorate by contact with sodium chloride, calcium 15 chloride or other cheinicals used to prevent roadway ice or because of the 16 oil content of pavement markings or from oil droppings or other effects of 17 traffic. 18 11) The material shall not prohibit adhesion of other thermoplastic markings if, 19 at some future time,new markings are placed over existing material. 20 a) New material shall bond itself to the old lure in such a manner that no 21 splitting or separation takes place. 22 12)The markings placed on the roadway shall be completely retroreflective. 23 both internally and externally with traffic beads and shall exhibit uniform 24 retro-directive reflectance. 25 13) Traffic beads 26 a) Manufactured from glass 27 b) Spherical in shape 28 c) Essentially free of sharp angular particles 29 d) Essentially free of particles showing cloudiness,surface scoring or 30 surface scratching 31 e) Water white in color 32 f) Applied at a uniform rate 33 g) Meet or exceed Specifications shown in AASHTO Standard 34 Specification for Glass Beads Used in Pavement Markings,AASHTO 35 Designation: M 247-09, 36 b. Thermoplastic,hot applied, extruded 37 1) Product shall be especially compounded for traffic markings 38 2) When placed on the roadway,the markings shall not be slippery when wet, 39 lift from pavement under normal weather conditions nor exhibit a tacky 40 exposed surface. 41 3) Cold ductility of the material shall permit normal road surface expansion 42 and contraction without chipping or cracking. 43 4) The marldrlgs shall retain their original color,dimensions and placement 44 under normal traffic conditions at road surface temperatures of 158 degrees 45 Fahrenheit and below. 46 5) Markings shall have uniform cross-section, clean edges,square ends and no 47 evidence of tracking. 48 6) The density and quality of the material shall be uniform throughout the 49 markings. CITY OF FORT WORTH 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPFCIFICA.TIONDOCUMENTS 101569 Revised November 22,2013 321723-6 PAVRWNT hIA,RKJNGS Page 6 of I I 1 7) The thickness shall be uniform throughout the length and width of the 2 markings. 3 8) The markings shall be 95 percent free of holes and voids, and free of 4 blisters for a minimum of 60 days after application. 5 9) The minimum thickness of the marking,as measured above the plane 6 formed by the pavement surface,shall not be less than 1/8 inch in the center 7 of the marking and 3/32 inch at a distance of 112 inch from the edge. 8 10)Maximum thickness shall be 3/16 inch. 9 11)The material shall not deteriorate by contact with sodium chloride, calcium 10 chloride or other chemicals used to prevent roadway ice or because of the 11 oil content of pavement markings or from oil droppings or other effects of 12 traffic. 13 12)The material shall not prohibit adhesion of other thermoplastic markings if, 14 at some future time,new markings are placed over existing material. New 15 material shall bond itself to the old line in such a manner that no splitting or 16 separation takes place. 17 13) The markings placed on the roadway shall be completely j:etroretlectivc 18 both internally and externally with traffic beads and shall exhibit uniform 19 retro-directive reflectance. 20 M) Traffic beads 21 a) Manufactured from glass 22 b) Spherical in shape 23 c) Essentially free of sharp angular particles 24 d) Essentially free of particles showing cloudiness,surface scoring or 25 surface scratching 26 e) Water white in color 27 t) Applied at a uniform rate 28 g) Meet or exceed Specifications shown in AASHTO Standard 29 Specification for Class Beads Used in Pavement Markings,AASHTO 30 Designation:M 247-09. 31 c. Preformed Polymer Tape 32 1) Material shall meet or exceed the Specifications for SWARCO Director 35, 33 3M High Performance Tape Series 3801 ES, or approved equal. 34 d. Preformed Heat-Activated Thermoplastic Tape 35 1) Material shall meet or exceed the Specifications for HOT Tape Brand 0.125 36 mil preformed thermoplastic or approved equal. 37 2. Raised Markers 38 a. Markers shall meet the requirements of the Texas Manual on Uniform Traffic 39 Control Devices. 40 b. Non-reflective markers shall be Type Y(yellow body) and Type W(white 41 body)round ceramic markers and shall meet or exceed the TxDOT 42 Specification DMS-4300. 43 c. The reflective markers shall be plastic,meet or exceed the TxDOT 44 Specification DMS-4200 for high-volume retroreflectivc raised markers and be 45 available in the following types: 46 1) Type 1-C,white body, 1 face reflects white 47 2) Type 11-A-A,yellow body,2 faces reflect amber 48 3) Type 11-C-R,white body, 1 face reflects white,the other red 49 CITY OF PORT WORTH 2O18 CIP Concrete Resloration Contract 6 STANDARD CONSTRUCTION SPF_CrFJCATIONDOCUMTtNTS 101569 Revised November 22,2013 321723-7 PAVEMENT MARKINGS Pago 7 of 11 1 3. Work Zone Markings 2 a. Tabs 3 1) Temporary flexible-reflective roadway marker tabs shall meet requirements 4 of TxDOT DMS-8242, "Temporary Flexible-Reflective Road Marker 5 Tabs." 6 2) Removable markings shall not be used to simulate edge lines. 7 3) No segment of roadway open to traffic shall remain without permanent 8 pavement markings for a period greater than 14 calendar days. 9 b. Raised Markers 10 1) All raised pavement markers shall meet the requirements of DMS-4200. 11 c. Striping 12 1) Work Zone striping shall meet or exceed the TxDOT Specification DMS- 13 8200, 14 2.3 ACCESSORIES [NOT USED] 15 2.4 SOURCE QUALITY CONTROL 16 A. Performance 17 1. Minimum maintained retroreflectivity levels for longitudinal markings shall meet 18 the requirements detailed in the table below for a minimum of 30 calendar days. Posted Speed rn h c 30 35—50 ?55 2-lalae roads with centerline n/a 100 250 markings only(1 All other roads 2 n/a 50 100 19 (1)Measured at standard 30-m geometry in units of mcd/m2/lux. 20 (2)Exceptions: 21 A.When raised reflective pavement markings(WMs)supplement or substitute for a 22 longitudinal line,minimum pavement marking retroreflectivity levels are not applicable as 23 long as the RRPMs are maintained so that at least 3 are visible from any position along that 24 line during nighttime conditions. 25 B.When continuous roadway lighting assures that the markings are visible,minimum 26 pavement marking retroreflectivity levels are not applicable, 27 PART 3- EXECUTION 28 3.1 EXAMINATION [NOT USED] 29 3.2 PREPARATION 30 A. Pavement Conditions 31 1. Roadway surfaces shall be free of dirt,grease,loose and/or flaking existing 32 markings and other forms of contamination. 33 2. New Portland cement concrete surfaces shall be cleaned sufficiently to remove the 34 doing membrane. 35 3. Pavement to which material is to be applied shall be completely dry. CITY OF FORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised November 22,2013 32 17 23--8 PAVEMENT MARKINGS Page 8 of I I 1 4. Pavement shall be considered dry,if, on a sunny day after observation for 15 2 minutes,no condensation develops on the underside of a 1 square foot piece of 3 clear plastic that has been placed on the pavement and weighted on the edges. 4 5. Equipment and methods used for surface preparation shall not damage the 5 pavement or present a hazard to motorists or pedestrians. 6 3.3 INSTALLATION 7 A. General 8 1. The materials shall be applied according to the manufacturer's recommendations. 9 2. Markings and markers shall be applied within temperature limits recommended by } 10 the material manufacturer, and shall be applied on clean, dry pavement having a 11 surface temperature above 50 degrees Fahrenheit. 12 3. Markings that are not properly applied due to faulty application methods or being 13 placed in the wrong position or alignment shall be removed and replaced by the 14 Contractor at the Contractor's expense. If the mistake is such that it would be 15 confusing or hazardous to motorists,it shall be remedied the same day of 16 notification. Notification will be made by phone and confirmed by fax. Other 17 mistakes shall be remedied within 5 days of written notification. 18 4. When markings are applied on roadways open to traffic, care will be taken to 19 ensure that proper safety precautions are followed,including the use of signs, 20 cones,barricades,flaggers,etc. 21 5. Freshly applied markings shall be protected front traffic damage and disfigurement. 22 6. Temperature of the material must be equal to the temperature of the road surface 23 before allowing traffic to travel on it. 24 B. Pavement Markings 25 1. Thermoplastic,hot applied, spray 26 a. This method shall be used to install and replace long lines—centerlines,lane 27 lines, edge lines,turn lanes, and dots. 28 b. Markings shall be applied at a 110 mil thickness. 29 c. Markings shall be applied at a 90 mil thickness when placed over existing 30 markings. 31 d. A sealer shall be used if concrete or asphalt is older than three(3)years. 32 e. Typical setting time shall be between 4 minutes and 10 minutes depending 33 upon the roadway surface temperature and the humidity factor. 34 f. Retroreflective raised markers shall be used to supplement the centerlines,lane 35 lines,and turn lanes. Refer to City Standard Detail Drawings for placement. 36 g. Minimum retroreflectivity of markings shall meet or exceed values shown in 37 subparagraph 2.4.A.1 of this Specification. 38 2. Thermoplastic,hot applied,extruded 39 a. This method shall be used to install and replace crosswalks and stop-lines. 40 b. Markings shall be applied at a 125 mil thickness. - 41 c. Minimum retroreflectivity of markings shall meet or exceed values shown in 42 this Specification. 43 3. Preformed Polymer Tape 44 a. This method shall be used to install and replace crosswalks,stop-lines, and 45 legends. CITY OF FORT WORT14 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised November 22,2013 321723-9 PAVEMENT MARKINGS Pagc 9 of 1 I 1 b, The applied marking shall adhere to the pavement surface with no slippage or 2 lifting and have square ends,straight lines and clean edges. 3 c. Minimum retroreflectivity of markings shall meet or exceed values shown in 4 this Specification. 5 4. Preformed Heat-Activated Thermoplastic Tape 6 a. This method shall be used to install and replace crosswalks,stop-lines,and 7 legends. 8 b. The applied marking shall adhere to the pavement surface with no slippage or 9 lifting and have square ends, straight lines and clean edges. 10 c. Minimum retroreflectivity of markings shall meet or exceed values shown in 11 this Specification. 12 C. Raiscd Markers 13 1. All permanent raised pavement markers on.Portland Cement roadways shall be 14 installed with epoxy adhesive. Bituminous adhesive is not acceptable. 15 2. All permanent raised pavement markers on new asphalt roadways may be installed 16 with epoxy or bituminous adhesive. 17 3. A chalk line,chain or equivalent shall be used during layout to ensure that 18 individual markers are properly aligned. All markers shall be placed uniformly 19 along the line to achieve a smooth continuous appearance. 20 D. Work Zone Markings 21' 1, Work shall be performed with as little disruption to traffic as possible. 22 2, install longitudinal markings on pavement surfaces before opening to traffic. 23 3. Maintain lane alignment traffic control devices and operations until markings are 24 installed. 25 4. install markings in proper alignment in accordance with the Texas WTCD and as 26 shown on the Drawings, 27 5. Place standard longitudinal lines no sooner than 3 calendar days after the placement 28 of a surface treatment,unless otherwise shown on the Drawings. 29 6. Place markings in proper aligmuent with the location of the final pavement 30 markings. 31 7. Do not use raised pavement markers for words,symbols,shapes, or diagonal or 32 transverse lines, 33 8. All markings shall be visible from a distance of 300 feet in daylight conditions and 34 from a distance of at least.160 feet in nighttime conditions,illuminated by low- 35 beam automobile headlight. 36 9. The daytime and nighttime reflected color of the markings must be distinctly white 37 or yellow. 38 10. The markings must exhibit uniform retroreflective characteristics. 39 11. Epoxy adhesives shall not be used to work zone markings. 40 3.4 REMOVALS 41 1. Pavement Marking and Marker Removal 42 a. The industry's best practice shall be used to remove existing pavement 43 markings and markers. CITY OF FORT WORTH 2O18 C1P Concrete Restoration Conhrret 6 sTANDAIW CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised November 22,20I3 32 17 23-10 PAVEMENT MARKINGS Page 10 of 11 1 b. if the roadway is being damaged during the marker removal,Work shall be 2 halted until consultation with the City. 3 c. Removals shall be done in such a matter that color and texture contrast of the 4 pavement surface will be held to a minimum. 5 d. Repair damage to asphaltic surfaces, such as spalling, shelling,etc., greater than 6 '/a inch in depth resulting from the removal of pavement markings and markers. 7 Driveway patch asphalt emulsion may be broom applied to reseal damage to S asphaltic surfaces. 9 e. Dispose of markers in accordance with federal, state,and local regulations. 10 f. Use any of the following methods unless otherwise shown on the Drawings. 11 1) Surface Treatment Method 12 a) Apply surface treatment at rates shown on the Drawings or as directed. 13 Place a surface treatment a minimum of 2 feet wide to cover the 14 existing marking. 15 b) Place a surface treatment,thin overlay, or microsurfacing a minimum 16 of l lane in width in areas where directional changes of traffic are 17 involved or in other areas as directed by the City. 18 2) Burn Method L9 a) Use an approved burning method. 20 b) For thermoplastic pavement markings or prefabricated pavement 21 markings,heat may be applied to remove the bulk of the marking 22 material prior to blast cleaning. 23 c) When using heat, avoid spalling pavement surfaces. 24 d) Sweeping or light blast cleaning may be used to remove minor residue. 25 3) Blasting Method 26 a) Use a blasting method such as water blasting,abrasive blasting,-water 27 abrasive blasting,shot blasting,slurry blasting,water-injected abrasive 28 blasting,or brush blasting as approved. 29 b) Remove pavement markings on concrete surfaces by a blasting method 30 only. 31 4) Mechanical Method 32 a) Use any mechanical method except grinding. 33 b) Flail milling is acceptable in the removal of markings on asphalt and 34 concrete surfaces. 35 2. If a location is to be paved over,no additional compensation will be allowed.for 36 marking or marker removal. 37 3.5 REPAIR 1 RESTORATION jNOT IJSEDJ 38 3.6 REINSTALLATION [NOT USED] 39 3.7 FIELD QUALITY CONTROL 40 A. All lines must have clean edges,square ends, and be uniform cross-section. 41 B. The density and quality of markings shall be uniform throughout their thickness. 42 C. The applied markings shall have no more than 5 percent,by area, of holes or voids and 43 shall be free of blisters. CITY OF FORT WORTH 2O18 C1P Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 10I569 Revised November 22,2013 32 17 23-11 PAVEMENT MARKINGS Page I I of 11 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING 4 A. Contractor shall clean up and remove all loose material resulting from.construction. 5 operations. 6 3,11 CLOSEOUT ACTIVITIES [NOT USED] 7 3.12 PROTECTION [NOT USED] 8 3.13 MAINTENANCE [NOT USED] 9 3.14 ATTACHMENTS jNOT USED] 10 END OT SECTION 11 Revision Log DATE NAME SUMMARY OF CHANGE 11/22/13 S.Arnold Removed paint type marking,updated references,added sealer language 12 CITY OF FORT WORTH 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SpECIPICATION DOCOMENTS 101569 Revised November 22,2013 329119_I TOPSOIL PLACEMENT AND FINISHTNO OIL PARKWAYS Page 1 of 3 1 SECTION 32 9119 2 TOPSOIL PLACEMENT AND FINISIIING OF PARKWAYS 3 PART1- GENERAL 4 X.I. SUMMARY 5 A. Section Includes: 6 1. Furnish and place topsoil to the depths and on the areas shown on the Drawings. 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include but are not necessarily limited to 10 1. Division 0-Bidding Requirements, Contract Forms,and Conditions of the Contract 11 2. Division 1 -General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Measurement 15 a. Measurement for this Item shall be by cubic yard of Topsoil in place. 16 2. Payment. 17 a. The work performed and materials furnished in accordance with this Item and 18 measured as provided under"Measurement""I be paid for at the unit price 19 bid per,cubic yard of Topsoil. 20 b. All excavation required by this Item in cut sections shall be measured in 21 accordance with provisions for the various excavation items involved with the 22 provision that excavation will be measured and paid for once,regardless of the 23 manipulations involved. 24 3. The price bid shall include: 25 a. Furnishing Topsoil 26 b. Loading 27 G. Hauling 28 d. Placing 29 - 1.3 REFERENCES [NOT USED] 30 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 31 1.5 ACTION SUBMITTALS [NOT USED] 32 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 33 1.7 CLOSEOUT SUBMITTALS [NOT USED] 34 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 35 1.9 QUALITY ASSURANCE [NOT USED] 36 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 37 1.11 FIELD [SITE] CONDITIONS [NOT USED] 38 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 20,2012 329119-2 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 2 of 3 1 PART2- PRODUCTS 2 2.1 OWNER-FURNISHED [ox] OWNER SUPPLIEDPRODUCTS [NOT USED] 3 2.2 MATERLA LS 4 A. Topsoil 5 1. Use easily cultivated,fertile topsoil that: 6 a. Is free from objectionable material including subsoil,weeds, clay lumps,non- 7 soil materials,roots,stumps or stones larger than 1.5 inches 8 b, Has a high resistance to erosion 9 c. Is able to support plant growth 10 2, Secure topsoil from approved sources. 11 3. Topsoil is subject to testing by the City. 12 4. pH: 5.5 to 8.5. 13 5. Liquid Limit: 50 or less 14 6. Plasticity Index:20 or less 15 7. Gradation:maximum of 10 percent passing No. 200 sieve 16 B. Water: Clean and free of industrial wastes and other substances harmful to the growth 17 of vegetation 18 2.3 ACCESSORIES [NOT USED] 19 2.4 SOURCE QUALITY CONTROL [NOT USED] 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 INSTALLATION 25 A. Finishing of Parkways 26 1. Smoothly shape parkways, shoulders,slopes, and ditches. 27 2. Cut parkways to finish grade prior to the placing of any improvements in or 28 adjacent to the roadway. 29 3. In the event that unsuitable material for parkways is encountered,extend the depth 30 of excavation in the parkways 6 inches and backfill with top soil. 31 4. Make standard parkway grade perpendicular to and draining to the curb line. 32 a. Minimum: 1/4 inch per foot 33 b. Maximum: 4:1 34 c. City may approve variations from these requirements in special cases. 35 5. Whenever the adjacent property is lower than the design curb grade and runoff 36 drains away from the street,the parkway grade must be set level with the top of the 37 curb. 38 6. The design grade from the parkway extends to the back of the walk line. 39 7. From that point(behind the walk),the grade may slope up or down at maximum 40 slope of 4:1. CITY OF FORT WORTH 2018 CI,P Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 20,2012 3291 E9-3 TOPSOIL PLACEN ENT AND FMSIIING OF PARKWAYS Page 3 of 3 1 B. Placing of Topsoil 2 1. Spread the topsoil to a uniform loose cover at the thickness specified, 3 2. Place and shape the topsoil as directed. 4 3. Hand rake finish a minimum of 5 feet from all flatwolk. 5 4. Tamp the topsoil with alight roller or other suitable equipment. 6 3.5 REPAIR/RESTORATION] [NOT USED] 7 3.6 RE-INSTALLATION [NOT USED] 8 3.7 FIELD QUALITY CONTROL [NOT USED] 9 3.8 SYSTEM STARTUP [NOT USED] 10 3.9 ADJUSTING [NOT USED] 11 310 CLEANING[NOT USED] 12 3.11 CLOSEOUT ACTIVITIES [NOT USED] 13 3.12 PROTECTION [NOT USED] 14 3.13 MAINTENANCE [NOT USED] 15 3.14 ATTACHMENTS [NOT USED] 16 END;OF SECTION 17 Revision Log DATE NAME SUMMARY OF CHANGE 18 CITY OF FORT WORTH 2018 CIP Concrete Restoration Conh ad 6 STANDA1t13 CONSTRI3CTION SPECIFICATION DOCUMENTS 101569 Revised Deccmbu 20,2012 329213-1 IIYDROMULCHING,SEEDING AND SODDING Pagel of 8 1 SECTION 32 9213 2 TrYDROMULCHING, SEEDING AND SODDING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Furnishing and installing grass sod and permanent seeding as shown on Drawings, 7 or as directed. 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None, 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0 -Bidding Requirements, Contract Forms,and Conditions of the Contract 12 2. Division 1 -General Requirements 13 3. Section 32 9119—Topsoil Placement and Finishing of Parkways 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Block Sod Placement 17 a. Measurement 18 1) Measurement for this Item shall be by the square yard of Block Sod placed. 19 b. Payment 20 1) The work performed and materials furnished in accordance with this Item 21 and measured as provided under"Measurement"will be paid for at the unit 22 price bid per square yard of Block Sod placed. 23 c. The price bid shall include: 24 1) Furnishing and placing all sod 25 2) Rolling and tamping 26 3) Watering(until established) 27 4) Disposal of surplus materials 28 2. Seeding 29 a. Measuz cmcnt 30 1) Measurement for this Item shall be by the square yard of Seed spread. 31 b. Payment 32 1) The work performed and materials f n-nished in accordance with this Item 33 and measured as provided under"Measurement"will be paid for at the unit 34 price bid per square yard of Seed placed for various installation methods. 35 c. The price bid shall include: 36 1) Furnishing and placing all Seed 37 2) Furnishing and applying water for seed fertilizer 38 3) Slurry and hydraulic mulching 39 4) Fertilizer 40 5) Watering and mowing(until established) 41 6) Disposal of surplus materials 42 3. Mowing 43 a. Measurement CITY OF PORT WORTH 2O18 CIP Concrete.Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 20,20I2 329213-2 HYDROMULCHING,SEEDING AND SODDING Page 2 of 8 1 1) Measurement for this Item shall per each. 2 b. Payment 3 1) The work performed and materials furnished in accordance with this Item 4 and measured as provided under"Measurement"will be paid for at the unit 5 price bid per each. 6 1.3 REFERENCES [NOT USED] 7 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 8 1.5 ACTION SUBMITTALS [NOT USED] 9 1.6 INFORMATIONAL SUBMITTALS 10 A. Seed 11 1. Vendors' certification that seeds meet Texas State seed law including: 12 a. Testing and labeling for pure live seed(PLS) 13 b. Name and type of seed 14 2. All seed shall be tested in a laboratory with certified results presented to the City in 15 writing,prior to planting. 16 3. All seed to be of the previous season`s crop and the date on the container shall be 17 within 12 months of the seeding date. 18 1.7 CLOSEOUT SUBMITTALS [NOT USED] 19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.9 QUALITY ASSURANCE [NOT USED] 21 1.10 DELIVERY,STORAGE,AND HANDLING 22 A. Block Sod 23 1. Protect from exposure to wind,sun a-ad freezing. 24 2. Keep stacked sod moist. 25 B. Seed 26 1. If using native grass or wildflower seed, seed must have been harvested within 100 27 miles of the construction site. 28 2. Each species of seed shall be supplied in a separate, labeled container for 29 acceptance by the City. 30 C. Fertilizer 31 1. Provide fertilizer labeled with the analysis. 32 2. Conform to Texas fertilizer law. 33 1.11 FIELD [SITE] CONDITIONS [NOT USED] 34 1.12 WARRANTY [NOT USED] 35 PART 2- PRODUCTS [NOT USED] 36 2.1 .OWNER-FURNISRED PRODUCTS [NOT USED] 37 2.2 MATERIALS AND EQUIPMENT 38 A. Materials CITY OF FORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 20,2012 329213-3 HYDROMUI.CIIING,SEEDING AND SODDING Page 3 of 8 1 1. Block Sod 2 a. Sod Varieties (match existing if applicable) 3 1) "Stenotaphrum secundaturn" (St.Augustine grass) 4 2) "Cynodon dactylon" (Common Bermudagrass) 5 3) "Buchloe dactyloides" (Buffalograss) 6 4) an approved hybrid of Common Bermudagrass 7 5) or an approved Zoysiagrass 8 b. Sod must contain stolons,leaf blades,rhizomes and routs. 9 c. Sod shall be alive,healthy and free of insects,disease,stones,undesirable 10 foreign materials and weeds and grasses deleterious to its growth or which 11 might affect its subsistence or hardiness when transplanted. 12 d. Minimum sod thickness: 314 inch 13 e. Maximum grass height:2 inches 14 f. Acceptable growing beds 15 1) St.Augustine grass sod: clay or clay loam topsoil 16 2) Bermuda grasses and zoysia grasses: sand or sandy loam soils 17 g. Dimensions 18 1) Machine cut to uniform soil thickness. 19 2) Sod shall be of equal width and of a size that permits the sod to be lifted, 20 handled and rolled without breaking. 21 h. Broken or torn sod or sod with uneven ends shall be rejected. 22 2. Seed 23 a. General 24 1) Plant all seed at rates based on pure live seed(PLS) 25 a) Pure Live Seed(PLS)determined using the formula: 26 (1) Percent Pure Live Seed=Percent Purity x [(Percent Germination+ 27 Percent Firm or Hard Seed)+ 1001 28 2) Availability of Seed 29 a) Substitution of individual seed types due to lack of availability may be 30 permitted by the City at the time of planting. 31 b) Notify the City prior to bidding of difficulties Iocating certain species. 32 3) Weed seed 33 a) Not exceed ten percent by weight of the total of pure live seed(PLS) 34 and other material in the mixture 35 b) Seed not allowed: 36 (1) Johnsongrass 37 (2) Nutgrass seed 38 4) Harvest seed within 1-year prior to planting 39 b. Non-native Grass Seed 40 1) Plant between.April 15 and September 10 41 Lbs. Common Name Botanical Name Purity Germination PLS/Acre ercent ercent 25 Bermuda(unhulled) cynodon dactylon 85 90 75 Bermuda(hulled) cynodon dactylon 95 90 42 43 2) Plant between September 10 and April 15 44 Lbs. Common Name Botanical Name Purity Gemination PLS/Acre (percent) (percent) CITY OP TORT WORTH 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 20,2012 329213-4 IiYDROMUI.CHING,SEEDING?AND SODDING Page,4 of 8 220 Rye Grass lalium multtflorum 85 90 75 Bermuda(unhulled) cynodon daetylon 95 90 1 2 c. Native Grass Seed 3 1) Plant between February 1 and October 1. 4 Lbs.PLS/Acre Common Name Botanical Name 1.6 Green Sprangletop Leptochloa dubia 5.5 Sideoats Grama* Bouteloua curtipendula 3.7 Little Bluestem* Schizachyrium scoparium 17.0 Buffalograss Buchlae dactyloides 1.8 Indian Grass* ,Sorghastrum nutans 0.5 Sand Lovegrass* Eragrostis trichodes 6.0 Big Bluestein Andropogon gerardii 8.0 Eastern Grama Tripseacum dactyloides 1.2 Blue Grama Boutelouagracilis 1.8 Switchgrass Panicum virgatum 10.0 Prairie Wildrye* Elymus canadensis 5 6 d. Wildflower Seed 7 1) Plant between the following: 8 a) March 5 and May 31 9 b) September 1 and December 1 10 Lbs.PLS/Acre Common Name Botanical Name 3.0 Bush Sunflower Sinsia calva 5.0 Butterfly Weed Asclepias tuberosa 2.0 Clasping Coneflower* Rudbeckia amplexicaulis 3.0 Golden-Wave Coreopsis basalis 13.4 Illinois Bundletlower Desmanthus illinoensis 13.6 Partridge Pea Cassia fasciculata 2.0 Prairie Verbena Verbena bipinnatifeda 8.0 Texas Yellow Star Lindheimeri texana 8.0 Winocup Callirhoe involcrata 2.0 Black-eyed Susan Rudbeckia hirta 18.0 Cutleaf Daisy Engelmannia pinnatida 2.0 Obedient Plant Physostegia intermedia 3.0 Pitcher Sage Salvia azurea 2.0 Plains Coreopsis Coreopsis tinctoria 8.0 Scarlet Sage Salvia coccinea 11 *not to be planted within ten feet of a road or parking lot or within three feet of a 12 walkway 13 14 e. Temporary Erosion Control Seed 15 1) Consist of the sowing of cool season plant seeds. 16 3. Mulch 17 a. For use with conventional mechanical or hydraulic planting of seed. 18 b. Woad cellulose fiber produced from virgin wood or recycled paper-by-products 19 (waste products from paper mills or recycled newspaper). 20 c. No growth or germination inhibiting factors. 21 d. No more than ten percent moisture,air dry weight basis. 22 e. Additives:binder in powder form. CITY OF PORT WORTH 2O18 CIP Concrete Restoration Contract b STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 20,2012 329213-5 HYDROMULCIIING,SEEDING AND SODDING Page 5 of 8 1 £ Form a strong moisture retaining mat. 2 4, fertilizer 3 a. Acceptable condition for distribution 4 b. Applied uniformly over the planted area 5 c. Analysis 6 1) 16-20-0 7 2) 16-8-8 8 d. Fertilizer rate: 9 1) Not required for wildflower seeding 10 2) Newly established seeding areas- 100 pounds of nitrogen per acre 11 3) Established seeding areas- 150 pounds of nitrogen per acre 12 5, Topsoil: See Section 32 9119. 13 6. Water. clean and free of industrial wastes or other substances harmful to the 14 germination of the seed or to the growth of the vegetation. 15 7. Soil Retention Blanket 16 a. "Curlex I"from American Excelsior,900 Ave.H East,Post Office Box 5624, 17 Arlington,Texas 76001, 1-800-777-SOIL or approved equal. 18 19 2.3 ACCESSORIES [NOT USED] 20 2.4 SOURCE QUALITY CONTROL [NOT USED] 21 PART 3 EXECUTION [NOT USED] 22 3.1 INSTALLERS [NOT USED] 23 3.2 EXAMINATION [NOT USED] 24 3.3 PREPARATION 25 A. Surface Preparation. clear surface of all material including: 26 1. Stumps,stones,and other objects larger than one inch. 27 2. Roots,brush,wire,stakes, etc. 28 3. Any objects that may interfere with seeding or maintenance. 29 13. Tilling 30 1. Compacted areas: till 1 inch deep 31 2. Areas sloped greater than 3:1.run a tractor parallel to slope to provide less 32 seed/water run-off 33 3. Areas near trees: Do not till deeper than 1/2 inch inside "drip line" of trees. 34 3.4 INSTALLATION 35 A. Block Sodding 36 1. General 37 a. Place sod between curb and walls and on terraces that is the same type grass as 38 adjacent grass or existing lawn. 39 b. Plant between the average last freeze date in the spring and 6 weeks prior to the 40 average first freeze in the fall. 41 2. Installation CITY OF FORT WORTH 2016 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUWNTS 101569 Revised December 20,2012 32 92 13 6 HY➢ROM JLCII]NG,SEEDING AND SODDING Page 6 of8 1 a. Plant sod specified after the area has been completed to the lines and grades 2 shown on the Drawings with 6 inches of topsoil. 3 b. Use care to retain native soil on the roots of the sod during the process of 4 excavating,hauling and planting. 5 c. Keep sod material moist from the time it is dug until planted. 6 d. Place sod so that the entire area designated for sodding is covered. 7 e. Fill voids left in the solid sodding with additional sod and tamp. 8 f. Roll and tamp sod so that sod is in complete contact with topsoil at a uniform 9 slope. 10 g. Peg sod with wooden pegs (or wire staple) driven through the sod block to the 11 firm earth in areas that may slide due to the height or slope of the surface or 12 nature of the soil. 13 3. Watering and Finishing 14 a. Furnish water as an ancillary cost to Contractor by means of temporary 15 metering/irrigation,water ft ack or by any other method necessary to achieve 16 an acceptable stand of turf as defined in 3.133, 17 b. Thoroughly water sod immediately after planted. 18 c. Water until established. 19 d. Generally, an amount of water that is equal to the average amount of rainfall 20 plus 1/2 inch per week should be applied until accepted. If applicable,plant 21 large areas by irrigation zones to ensure areas are watered as soon as they are 22 planted. 23 B. Seeding 24 1. General 25 a. Seed only those areas indicated on the Drawings and areas disturbed by 26 construction. 27 b. Mark each area to be seeded in the field prior to seeding for City approval. 28 2. Broadcast Seeding 29 a. Broadcast seed in 2 directions at right angles to each other. 30 b. Harrow or rake lightly to cover seed. 31 c. Never cover seed with more soil than twice its diameter. 32 d. For wildflower plantings: 33 1) Scalp existing grasses to l inch 34 2) Remove grass clippings,so seed can make contact with the;soil. 35 3. Mechanically Seeding(Drilling): 36 a. Uniformly distribute seed over the areas shown on the Drawings or as directed. 37 b. All varieties of seed and fertilizer may be distributed at the same time provided 38 that each component is uniformly applied at the specified rate. 39 c. Drill seed at a depth of 1/4 inch to 318 inch utilizing a pasture or rangeland type 40 drill. 41 d. Drill on the contour of slopes 42 e. After planting roll with a roller integral to the seed drill,or a corrugated roller 43 of the"Cultipacker"type. 44 f. Roll slope areas on the contour. 45 4. Hydromulching 46 a. Mixing: Seed,mulch,fertilizer and water may be mixed provided that: 47 1) Mixture is uniformly suspended to forin a homogenous slurry. CITY OF FORT WORTH 20)8 CIP Concrete Restaratian Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 20,2012 329213-7 HYDROMULCHING,SEEDING AND SODDING Page 7 of 8 1 2) Mixture forms a blotter-life ground cover impregnated unifoianly with 2 grass seed. 3 3) Mixture is applied within 30 minutes after placed in the equipment. 4 b. Placing 5 1) Uniformly distribute in the quantity specified over the areas shown on the 6 Drawings or as directed. 7 5. Fertilizing: uniformly apply fertilizer over seeded area. 8 6. Watering 9 a. Furnish water by means of temporary metering I irrigation,water truck or by 10 any other method necessary to achieve an acceptable stand of turf as defined in 11 3.13.B. 12 b. Water soil to a minimum depth of 4 inches within 48 hours of seeding. 13 c. Water as direct by the City at least twice daily for 14 days after seeding in such 14 a manner as to prevent washing of the slopes or dislodgement of the seed. 15 d. Water until final acceptance. 16 e. Generally,an amount of water that is equal to the average amount of rainfall 17 plus 1/2 inch per week should be applied until accepted. 1& 3.5 REPAIlURESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 310 CLEANING[NOT USED] 24 3.11 CLOSEOUT ACTIVITIES 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. Block Sodding 28 1. Water and mow sod until completion and final acceptance of the Projector as 29 directed by the City. 30 2. Sod shall not be considered finally accepted until the sod has started to peg down 31 (roots growing into the soil)and is free from dead blocks of sod. 32 B. Seeding 33 1. Water and mow sod until completion and final acceptance of the Project or as 34 directed by the City. 35 2. Maintain the seeded area until each of the following is achieved: 36 a. Vegetation is evenly distributed 37 b. Vegetation is free from bare areas 38 3. Turf will be accepted once fully established. 39 a. Seeded area must have 100 percent growth to a height of 3 inches with 1 mow 40 cycle performed by the Contractor prior to consideration of acceptance by the 41 City. 42 C. Rejection CITY OF FORT WORTH 2O18 CIP Concrete Resloradon Contract 6 STANDARD CONSTRICTION SPECIFICATION DOCUMENTS 101569 Revised December 20,2012 ti 329213-8 HYDROMULCIIING,SEEDING AND SODDING Page 8 of 8 1 1. City may reject block sod or seeded area on the basis of weed populations. 2 3.14 ATTACBMENTS fNOTUSED) 3 END OF SECTION 4 Revision Lag DATE NAME SUMMARY OF CHANGE S CITY OF FORT WORTH 2O18 CIP Concrete Restoration Cont)-act 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 20,2012 330510-1 UTILITY TRENCH EXCAVATION,FM$EDMENT,AND BACKFML Page I of 20 1 SECTION 33 0510 2 UTILITY TRENCH EXCAVATION,EMBEDMENT AND BACKFILL 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Excavation.,Embedment and Backfill for: 7 a. Pressure Applications 8 1) Water Distribution or Transmission Main 9 2) Wastewater Force Main 10 3) Reclaimed Water Main 11 b. Gravity Applications 12 1) Wastewater Gravity Mains 13 2) Storm Sewer Pipe and Culverts 14 3) Storm Sewer Precast Box and Culverts 15 2. Including: 16 a. Excavation of all material encountered,including rock and unsuitable materials 17 b. Disposal of excess unsuitable material 18 c. Site specific trench safety 19 d. Pumping and dewatering 2.0 e. Embedment 21 f. Concrete encasement for utility lines 22 g. Backfill 23 h. Compaction 24 B. Deviations from this City of Fort Worth Standard Specification 25 1. None. 26 C. Related Specification Sections include,but are not necessarily limited to: 27 1. Division 0--Bidding Requirements,Contract Forms, and Conditions of the 28 Contract 29 2. Division 1 --General Requirements 30 3. Section 02 4113—Selective Site Demolition 31 4. Section 02 41 15—Paving Removal 32 5. Section 02 41 14—Utility Removal/Abandonment 33 6. Section 03 30 00—Cast-in-place Concrete 34 7. Section 03 34 13—Controlled Low Strength.Material(CLSM) 35 8. Section 31 10 00—Site Clearing 36 9. Section 3125 00---Erosion and Sediment Control 37 10. Section 33 05 26--Utility Markers/Locators 38 11, Section 34 71 13--Traffic Control 39 1.2 PRICE AND PAYMENT PROCEDURES 40 A. Measurement and Payment CITY OF FORT WORTH 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 10069 Rcvised December 12,2016 330510-2 UTILITY'rRENCH EXCAVATION,J IMBEDMENT,AND BACKFILL Page 2 of 20 1 1. Trench Excavation,Embedment and Backfill associated with the installation of an 2 underground utility or excavation 3 a. Measurement 4 1) This Item is considered subsidiary to the installation of the utility pipe line 5 as designated in the Drawings. 6 b. Payment 7 1) The work performed and the materials furnished in accordance with this 8 Item are considered subsidiary to the installation of the utility pipe for the 9 type of embedment and backfill as indicated ou the plans.No other 10 compensation will be allowed. 11 2. Imported Embedment or Backfill 12 a. Measurement 13 1) Measured by the cubic yard as delivered to the site and recorded by truck 14 ticket provided to the City 15 b. Payment 16 1) Imported fill shall only be paid when using materials for embedment and 17 backfill other than those identified in the Drawings. The work performed 18 and materials furnished in accordance with pre-bid item and measured as 19 provided under"Measurement"will be paid for at the unit price bid per 20 cubic yard of"Imported Embedment/Backfill"delivered to the Site for: 21 a) Various embedment/backfill materials 22 c. The price bid shall include: 23 1) Furnishing backfill or embedment as specified by this Specification 24 2) Hauling to the site 25 3) Placement and compaction of backfill or embedment 26 3. Concrete Encasement for Utility Lines 27 a. Measurement 28 1) Measured by the cubic yard per plan quantity. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 and measured as provided under"Measurement"will be paid for at the unit 32 price bid per cubic yard of"Concrete Encasement for Utility Lines"per 33 plan quantity. 34 c. The price bid shall include: 35 1) Furnishing,hauling,placing and finishing concrete in accordance with 36 Section 03 30 00 37 2) Clean-up 38 4. Ground Water Control 39 a. Measurement 40 1) Measurement shall be lump sum when a ground water control plan is 41 specifically required by the Contract Documents. 42 b. Payment 43 1) Payment shall be per the lump sum price bid for"Ground Water Control" 44 including: 45 a) Submittals 46 b) Additional Testing 47 c) Ground water control system installation 48 d) Ground water control system operations and maintenance 49 e) Disposal of water CITX OF FORT WORTH2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 12,2016 330510-3 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND HACKFILL Page of2o I f) Removal of ground water control system 2 5. Trench Safety 3 a. Measurement 4 1) Measured per linear foot of excavation for all trenches that require trench 5 safety in accordance with OSHA excavation safety standards(29 CFR Part 6 1926 Subpart P Safety and Health regulations for Construction) 7 b. Payment 8 1) The work performed and materials furnished in accordance with this Item 9 and measured as provided under"Measurement"will be paid for at the unit 10 price bid per linear foot of excavation to comply with OSIiA excavation 11 safety standards (29 CFR Part 1926.650 Subpart P),including,but not 12 limited to,all submittals,labor and equipment. 13 1.3 REFERENCES 14 A. Definitions 15 1. General—Definitions used in this section are in accordance with Terminologies 16 ASTM F412 and ASTM DS and Terminology ASTM D653,unless otherwise 17 noted. 18 2. Definitions for trench width,backfill,embedment,initial backfill,pipe zone, 19 haunching bedding,springline,pipe zone and foundation are deflned as shown in 20 the following schematic: \\ r PAVED,AREAS UNPAVED Af1EA5 t� m \\\/ // INITIAL BACKFIII M SPRINGHNE w HAUNCHING BEDDING FOUNDATION \i, ✓\\r\fir\fir\\i\� �r�\r\\ \fir OD CLEARANCE EXCAVATED TRENCH WDTH _j 21 CITY OF FORT WORTI3 2018 CtP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SI'ECIFICATION-DOCUMENI'S 101569 Revised December 12,2016 3305 10-4 UTILTTYTRENCfI EXCt1VATION,EMBEDMENT,AND 13A.CKFTLL Page 4 of20 1 3. Deleterious materials—Harmful materials such as clay lumps, silts and organic 2 material 3 4. Excavated Trench Depth—Distance from the surface to the bottom of the bedding 4 or the trench foundation 5 5. Final B ackfill Depth 6 a. Unpaved Areas—The depth of the final backfill measured from the top of the 7 initial backfill to the surface 8 b. Paved Areas—The depth of the final backfill measured from the top of the 9 initial backfill to bottom of permanent or temporary pavement repair 10 B. Reference Standards I 1 1. Reference standards cited in this Specification refer to the current reference 12 standard published at the time of the latest revision date logged at the end of this 13 Specification,unless a date is specifically cited. 14 2. ASTM Standards: 15 a. ASTM C33-08 Standard Specifications for Concrete Aggregates 16 b. ASTM C88-05 Soundness of Aggregate by Use of Sodium Sulfate or 17 Magnesium Sulfate 18 c. ASTM C136-01 Test Method for Sieve Analysis of Fine and Coarse Aggregate 19 d, ASTM D448-08 Standard Classification.for Sizes of Aggregate for Road and 20 Bridge Construction. 21 c. ASTM C535-09 Standard Test Method for Resistance to Degradation of Large- 22 Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine 23 f. ASTM D588—Standard Test method for Moisture-Density Relations of Soil- 24 Cement Mixture 25 g. ASTM D698-07 Test Method for Laboratory Compaction Characteristics of 26 Soil Using Stand Efforts (12,400 ft-lb/ft3 600 Kn-m/M3)). 27 h. ASTM 1556 Standard Test Methods for Density and Unit Weight of Soils in 28 Place by Sand Cone Method. 29 i. ASTM 2487—10 Standard Classification of Soils for Engineering Purposes 30 (Unified Soil Classification System) 31 j. ASTM 2321-09 Underground Installation of Thermoplastic Pipe for Sewers 32 and Other Gravity Flow Applications 33 k. ASTM D2922—Standard Test Methods for Density of Soils and Soil 34 Aggregate in Place by Nuclear Methods(Shallow Depth) 35 1. ASTM 3017-Standard Test Method for Water Content of Soil and Rock in 36 place by Nuclear Methods(Shallow Depth) 37 in. ASTM D4254-Standard Test Method for Minimum Index Density and Unit 38 Weight of Soils and Calculations of Relative Density 39 3. OSHA 40 a. Occupational Safety and Health.Administration CFR 29,Part 1926-Safety 41 Regulations for Construction, Subpart P-Excavations 42 1..4 ADMINISTRATIVE REQUIREMENTS 43 A. Coordination 44 1. Utility Company Notification ` 45 a. Notify area utility companies at least 48 hours in advance, excluding weekends 46 and holidays,before starting excavation. CITY'OF FORT WORTII 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTIOtN SPECIFICATION DOCLIMENTS 1D J 569 Revised December 12,2016 330510-5 UT11.I1 Y TRENCH EXCAVATION,EMBEDMENT,,AND BACKFILL Page 5 of 20 1 b. Request the location of buried lines and cables in the vicinity of the proposed 2 work. 3 B. Sequencing 4 1. Sequence work for each section of the pipe:installed to complete the embedment 5 and backflll placement on the day the pipe foundation is complete. 6 2. Sequence work such that proctors are complete in accordance with ASTM D698 7 prior to commencement of construction activities. 8 1.5 SUBMITTALS 9 A. Submittals shall be in accordance with Section 0133 00. 10 B. All submittals shall be approved by the City prior to construction. 11 1.6 ACTION SUBNIITTALSANFORMATIONAL SUBMITTALS 12 A. Shop Drawings 13 1. Provide detailed drawings and explanation for ground water and surface water 14 control,if required. 15 2. Trench Safety Plan in accordance with Occupational Safety and Health. 16 Administration CFR 29,Part 1926-Safety Regulations for Construction, Subpart P- 17 Excavations 18 3. Stockpiled excavation and/or backfill material 19 a. Provide a description of the storage of the excavated material only if the 20 Contract Documents do not allow storage of materials in the right-of--way of the 21 easement. 22 1.7 CLOSEOUT SUBMITTALS [NOT USED] 23 1.8 MAINTENANCE, MATERIAL SUBMITTALS [NOT USED] 24 1.9 QUALITY ASSURANCE [NOT USED] 25 1.10 DELIVERY, STORAGE,AND HANDLING 26 A. Storage 27 1. Within Existing Rights-of-Way(ROW) 28 a. Spoil,imported embedment and backfill materials maybe stored within 29 existing ROW,easements or temporary construction easements,unless 30 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. Store materials only in areas barricaded as provided in the traffic control plans. 34 e. Ira.non paved areas,do not store material on the root zone of any trees or in 35 landscaped areas. 36 2. Designated Storage Areas 37 a. If the Contract Documents do not allow the storage of spoils, embedment or 38 backfilI materials within the ROW, easement or temporary construction 39 easement,then secure and maintain an adequate storage location. 40 b. Provide an affidavit that rights have been secured to store the materials on 41 private property. 42 c. Provide erosion control in accordance with Section 31 25 00. CITY OF FOR WORTH2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Io1569 ReviscdDecember 12,2016 3305 10-6 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 6 of 20 1 d. Do not block drainage ways. 2 e. Only materials used for 1 working day will be allowed to be stored in the work 3 zone. 4 B. Deliveries and haul-off- Coordinate all deliveries and haul-off. 5 1.11 FIELD [SITE1 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 10 for 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 14 2.1 OWNER FURNISHED loRl OWNER-SUPPLIED PRODUCTS 15 2.2 MATERIALS 16 A. Materials 17 1. Utility Sand 18 a. Granular and free flowing 19 b. Generally meets or exceeds the limits on deleterious substances per'fable 1 for 20 fine aggregate according to ASTM C 33 21 c. Reasonably free of organic material 22 d. Gradation: sand material consisting of durable particles,free of thin or 23 elongated pieces,lumps of clay, loam or vegetable matter and meets the 24 following gradation may be used for utility sand embedment/backfill, and 25 graded with following limits when tested in accordance with ASTM C 136.-. 26 Sieve Size Percent Retained 0 1/4" 0-5 F4 0-10 #16 0-20 #50 20-70 #100 60-90 #200 90-100 27 2. Crushed Rack 28 a. Durable crushed rock or recycled concrete 29 b. Meets the gradation of ASTM D448 size numbers 56, 57 or 67 30 c, May be unwashed 31 d. Free from significant silt clay or unsuitable materials 32 e. Percentage of wear not more than 40 percent per ASTM C131 or C535 33 f. Not more than a 12 percent maximum loss when subjective to 5 cycles of 34 sodium sulfate soundness per ASTM C88 CITY OF FORT WORTH 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECiFICA'I'ION DOCUMENTS 101569 Revised December 12,2016 330510-7 UTILrrY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 7 of'20 1 3. Fine Crushed Rock 2 a. Durable crushed rock 3 b. Meets the gradation of ASTM D448 size numbers 8 or 89 4 c. May be unwashed 5 d. Free frorn significant silt clay or unsuitable materials. 6 e. Have a percentage of wear not more than 40 percent per ASTM C 131 or C535 7 f. Not more than a 12 percent maximum loss when subjective to 5 cycles of 8 sodium sulfate soundness per ASTM C88 9 4. Ballast Stone 10 a. Stone ranging from 3 inches to 6 inches in greatest dimension. 11 b. May be unwashed 12 c. Free from significant silt clay or unsuitable materials 13 d. Percentage of wear not more than 40 percent per ASTM C131 or C535 14 e. Not more than a 12 percent maximum loss when subjected to 5 cycles of 15 sodium sulfate soundness per ASTM C88 16 5. Acceptable Backfill Material 17 a. In-situ or imported soils classified as CL, CH, SC or GC in accordance with 18 ASTM D2487 19 b. Free from deleterious materials,boulders over 6 inches in size and organics 20 c. Can be placed free from.voids 21 d. Must have 20 percent passing the number 200 sieve 22 6. Blended Backfill Material 23 a. In situ soils classified as SP, SM,GP or GM in accordance with ASTM D2487 24 b, Blended with in-situ or imported acceptable backfill material to meet the 25 requirements of an Acceptable Backfill Material 26 c. Free from deleterious materials,boulders over 6 inches in size and organics 27 d. Must have 20 percent passing the number 200 sieve 28 7, Unacceptable Backfill Material 29 a. In-situ soils classified as ML,MH,PT, OL or OH in accordance with ASTM 30 D2487 31 8. Select Fill 32 a. Classified as SC or CL in accordance with ASTM D2487 33 b. Liquid limit less than 35 34 c. Plasticity index between 8 and 20 35 9. Cement Stabilized Sand(CSS) 36 a. Sand 37 1) Shall be clean, durable sand meeting grading requirements for fine 38 aggregates of ASTM C33 and the following requirements: 39 a) Classified as SW,SP,or SM by the United Soil Classification System 40 of ASTM D2487 41 b) Deleterious materials 42 (1) Clay lumps,ASTM C142,less than 0.5 percent 43 (2) Lightweight pieces,ASTM C123,less than 5.0 percent 44 (3) Organic impurities,ASTM C40, color no darker than standard 45 color 46 (4) Plasticity index of 4 or less when tested in accordance with ASTM 47 D4318. 48 b. Minimum of 4 percent cement content of Type 1/11 portland cement CITY OF PORT WORTH 2O18 CIP Concrete Restoradon Contract b STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 12,2016 3305 10-8 TJTILITY TRENCH EXCAVATION,EMBEDME-NT,AND BACKrILL Page 8 of 20 1 c. Water 2 1) Potable water,free of soils,acids, alkalis, organic matter or other 3 deleterious substances,meeting requirements of ASTM C94 4 d. Mix in a stationary pug mill,weigh-batch or continuous mixing plant. 5 e. Strength 6 1) 50 to 150 psi compressive strength at 2 days in accordance with ASTM 7 D 1633,Method A 8 2) 200 to 250 psi compressive strength at 28 days in accordance with ASTM 9 D1633,Method A 10 3) The maximum compressive strength in 7 days shall be 400 psi. Backfill 11 that exceeds the maximum compressive strength shall be removed by the 12 Contractor for no additional compensation. 13 f. Random samples of delivered product will be taken in the field at point of 14 delivery for each day of placement in the work area. Specimens will be 15 prepared in accordance with ASTM D1632. 16 10. Controlled Low Strength Material(CLSM) 17 a. Conform to Section 03 34 13 18 11. Trench Geotextile Fabric 19 a. Soils other than ML or OH in accordance with ASTM D2487 20 1) Needle punch,.nonwoven geotextile composed of polypropylene fibers 21 2) Fibers shall retain their relative position 22 3) Inert to biological degradation 23 4) Resist naturally occurring chemicals 24 5) UV Resistant 25 6) Mirafi 140N by Tencate,or approved equal 26 b. Soils Classified as ML or OH in accordance with ASTM D2487 27 1) High-tenacity monofilament polypropylene woven yarn 28 2) Percent open area of 8 percent to 10 percent 29 3) Fibers shall retain their relative position 30 4) Inert to biological degradation 31 5) Resist naturally occurring chemicals 32 6) UV Resistant 33 7) Mirafi FW402 by Tencate,or approved,equal 34 12. Concrete Encasement 35 a, Conform to Section 03 30 00. 36 2.3 ACCESSORIES [NOT USED] 37 2.4 SOURCE QUALITY CONTROL [NOT USED1 38 PART 3- EXECUTION 39 3.1 INSTALLERS [NOT USED] 40 3.2 EXAMINATION 41 A. Verification of Conditions 42 1. Review all known,identified or marked utilities,whether public or private,prior to 43 excavation. CITY OF FORT WORTH 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION]DOCUMENTS 101569 Revised December 12,2016 330510-9 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKF]LL Page 9 of 20 1 2. Locate and protect all known,identified and marked utilities or underground 2 facilities as excavation progresses. 3 3. Notify all utility owners within the project limits 48 hours prior to beginning 4 excavation. 5 4. The information and data shown in the Drawings with respect to utilities is 6 approximate and based on record information or on physical appurtenances 7 observed within the project limits. 8 5. Coordinate with the Owner(s) of underground facilities. 9 6. Immediately notify any utility owner of damages to underground facilities resulting 10 from construction activities. 11 7. Repair any damages resulting from the construction activities. 12 B. Notify the City immediately of any changed condition that impacts excavation and 13 installation of the proposed utility. 14 3.3 PREPARATION 15 A. Protection of In-Place Conditions 16 1. Pavement 17 a. Conduct activities in such a way that does not damage existing pavement that is 18 designated to remain. 19 1.) Where desired to move equipment not licensed for operation on public 20 roads or across pavement,provide means to protect the pavement frbm all 21 damage. 22 b.. Repair or replace any pavement damaged due to the negligence of the 23 contractor outside the limits designated for pavement removal at no additional 24 cost to the City. 25 2. Drainage 26 a. Maintain positive drainage during construction and re-establisb drainage for all 27 swales and culverts affected by construction. 28 3. Trees 29 a. When operating outside of existing ROW,stake permanent and temporary 30 construction easements. 31 b. Restrict all construction activities to the designated easements and ROW. 32 c. Flag and protect all trees designated to remain in accordance with Section 31 10 33 00. 34 d. Conduct excavation,embedment and back-Fill in a manner such that there is no 35 damage to the tree canopy. 36 e. Prune or trim tree limbs as specifically allowed by the Drawings or as 37 specifically allowed by the City. 38 1) Pruning or trimming may only be accomplished with equipments 39 specifically designed for tree pruning or trimming. 40 f. Remove trees specifically designated to be removed in the Drawings in 41 accordance with Section 31 10 00. 42 4. Above ground Structures 43 a. Protect all above ground structures adjacent to the construction. 44 b. Remove above ground structures designated for removal in the Drawings in 45 accordance with Section 02 41 13 46 5. Traffic CITY OF FORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December I2,2016 3305 10-10 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFTLL Page 10 or20 1 a. Maintain existing traffic, except as modified by the traffic control plan,and in 2 accordance with Section 34 71 13. 3 L Do not block access to driveways or alleys for extended periods of time unless: 4 1) Alternative access has been provided 5 2) Proper notification has been provided to the property owner or-resident 6 3) It is specifically allowed in the traffic control plan 7 c. Use traffic rated plates to maintain access tuutil access is restored. 8 6. Traffic Signal—Poles,Mast Arms,Pull boxes,Detector loops 9 a. Notify the City's Traffic Services Division a minimum of 48 hours prior to any 10 excavation that could impact the operations of an existing traffic signal. 11 b. Protect all traffic signal poles,mast arms,pull boxes,traffic cabinets, conduit 12 and detector loops. 13 c. Immediately notify the City's Traffic Services Division if any damage occurs to 14 any component of the traffic signal due to the contractors activities. 15 d. Repair any damage to the traffic signal poles,mast arms,,pull boxes,traffic 16 cabinets,conduit and detector loops as a result of the construction activities. 17 7. Fences 18 a. Protect all fences designated to remain. 19 b. Leave fence in the equal or better condition as prior to construction. 20 3A INSTALLATION 21 A. Excavation 22 1. Excavate to a depth indicated on the Drawings. 23 2. Trench excavations,are defined as unclassified. No additional payment shall be 24 granted for rock or other in-situ materials encountered in the trench. 25 3. Excavate to a width sufficient for laying the pipe in accordance with the Drawings 26 and bracing in accordance with the Excavation Safety Plan. 27 4. The bottom of the excavation shall be firm and free from standing water. 28 a. Notify the City immediately if the water and/or the in-situ soils do not provide 29 for a firm trench bottom. 30 b. The City will determine if any changes are required in the pipe fotxitdation or 31 bedding. 32 5. Unless otherwise permitted by the Drawings or by the City,the limits of the 33 excavation shall not advance beyond the pipe placement so that the trench may be 34 backfilled in the same day. 35 6. Over Excavation 36 a., Fill over excavated areas with the specified bedding material as specified for 37 the specific pipe to be installed. 38 b. No additional payment will be made for over excavation or additional bedding 39 material. 40 7. Unacceptable Backfill Materials 41 a. Iri-situ soils classified as unacceptable backfill material shall be separated from q2 acceptable backfill materials. 43 b. If the unacceptable backfill material is to be blended in accordance with this 44 Specification,then store material in a suitable location until the material is 45 blended, 46 c. Remove all unacceptable material from the project site that is not intended to be 47 blended or modified, C CITY OF FORT WORTH 2O18 CIP Concrete Restoration Conhwel 6 STANDARD CONSTRUCTION SPECIFICATION DOC]MEN'TS 101569 Revised December 12,2016 33 05 10-11 unLrry TRENCH EXCAVATION,EMBEDMENT,AND BACKFiLL Page 1 I of 20 1 8. Rock—No additional compensation will be paid for rock excavation or other 2 changed field conditions. 3 B. Shoring,Sheeting and Bracing 4 1. Engage a Licensed Professional Engineer in the State of Texas to design a site S specific excavation safety system in accordance with Federal and State 6 requirements. 7 2. Excavation protection systems shall be designed according to the space limitations g as indicated in the Drawings. 9 3. Furnish,put in place and maintain a trench safety system in accordance with the to Excavation Safety Plan and required by Federal, State or local safety requirements. 11 4. If soil or water conditions are encountered that are not addressed by the current 12 Excavation Safety Plan, engage a Licensed Professional Engineer in the State of 13 Texas to modify the Excavation Safety Plan and provide a revised submittal to the 14 City. 15 S. Do not allow soil, or water containing soil,to migrate through the Excavation 16 Safety System in sufficient quantities to adversely affect the suitability of the 17 Excavation Protection System.Movable bracing, shoring plates or trench boxes 18 used to support the sides of the trench excavation shall not: 19 a. Disturb the embedment located in the pipe zone or lower 20 b. Alter the pipe's line and grade after the Excavation Protection System is 21 removed 22 c. Compromise the compaction of the embedment located below the spring line of 23 the pipe and in the haunching 24 C. Water Control 25 1. Surface Water 26 a. Furnish all materials and equipment and perform all incidental work required to 27 direct surface water away from the excavation. 29 2. Ground Water 29 a. Furnish all materials and equipment to dewater ground water by a method 30 which preserves the undisturbed state of the subgrade soils. 31 b. Do not allow the pipe to be submerged within 24 hours after placement. 32 c. Do not allow water to flow over concrete until it has sufficiently cured. 33 d. Engage a Licensed Engineer in the State of Texas to prepare a Ground Water 34 Control Plan if any of the following conditions are encountered: 35 1) A Ground Water Control Plan is specifically required by the Contract 36 Documents 37 2) If in the sole judgment of the City, ground water is so severe that an 38 Engineered Ground Water Control Plan.is required to protect the trench or 39 the installation of the pipe which may include: 40 a) Ground water levels in the trench are unable to be maintained below 41 the top of the bedding 42 b) A firm trench bottom.cannot be maintained due to ground water 43 c) Ground water entering the excavation undermines the stability of the 44 excavation. 45 d) Groundwater entering the excavation is transporting unacceptable 46 quantities of soils through the Excavation Safety System. CITY OF FORT WORTH 2018 GIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 12,2016 33 05 10-12 UTILITY TRENCH EXCAVATION,EMBEDMENT,ANT]BACKFILI. Page 12 of 20 1 e. In the event that there is no bid item for a Ground Water Control and the City 2 requires an Engineered Ground Water Control Plan due to conditions 3 discovered at the site,the contractor will be eligible to submit a change order. 4 f. Control of ground water shall be considered subsidiary to the excavation when: 5 1) No Ground Water Control Plan is specifically identified and required in the 6 Contract Documents 7 g. Ground Water Control Plan installation, operation and maintenance 8 1) Furnish all materials and equipment necessary to implement, operate and 9 maintain the Ground Water Control Plan. 10 2) Once the excavation is complete,remove all ground water control 11 equipment not called to be incorporated into the work. 12 1 Water Disposal 13 1) Dispose of ground water in accordance with City policy or Ordinance. 14 2) Do not discharge ground water onto or across private property without 15 written permission. 16 3) Permission from the City is required prior to disposal into the Sanitary 17 Sewer. 18 4) Disposal shall not violate any Federal, State or local regulations. 19 D. Embedment and Pipe Placement 20 1. Water Lines less than,or equal to, 12 inches in diameter; 21 a. The entire embedment zone shall be of uniform material. 22 b, Utility sand shall be generally used for embedment. 23 c. If ground water is in sufficient quantity to cause sand to pump,then use 24 crushed rock as embedment. 25 ' 1) If crashed rock is not specifically identified in the Contract Documents, 26 then crushed rock shall be paid by the pre-bid unit price. 27 d. Place evenly spread bedding material on a firm trench bottom.. 28 e. Provide firm,uniform bedding, 29 f Place pipe on the bedding in accordance with the alignment of the Drawings. 30 g. In no case shall the top of the pipe be less than 42 inches from the surface of the 31 proposed grade,unless specifically called for in the Drawings. 32 h. Place embedment,including initial backfill,to a minimum of 6 inches,but not 33 more than 12 inches, above the pipe. 34 i. Where gate valves are present,the initial backfill shall extend to 6 inches above 35 the elevation of the valve nut. 36 j. Form all blocking against undisturbed trench wall to the dirx�ensions in the 37 Drawings. 38 k. Compact embedment and initial backf111. 39 1. Place marker tape on top of the initial trench backfill in accordance with 40 Section 33 05 26. 41 2. Water Lines 16-inches through 24-inches in diameter: 42 a. The entire embedment zone shall be of uniform material. 43 b. Utility sand may be used for embedment when the excavated trench depth is 44 less than 15 feet deep. 45 c. Crushed rock or fine crushed rock shall be used for embedment for excavated 46 trench depths 15 feet,or greater. 47 d. Crushed rock shall be used for embedment for steel pipe. 48 c. Provide trench geotextile fabric at any location where crushed rock or fine 49 crushed rock come into contact with utility sand CITY OF FORT WORTII 2o18 CIp Concrete Restoration Contract 6 sTANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 12,2016 3305 10_13 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 13 of 20 1 f Place evenly spread bedding material on a firm trench bottom. 2 g. Provide firm,uniform bedding. 3 1) Additional bedding may be required if ground water is present in the 4 trench. 5 2) If additional crushed rock is required not specifically identified in the 6 Contract Documents,then crushed rock shall be paid by the pre-bid unit 7 price. 8 h. Place pipe on the bedding according to the alignment shown on the Drawings. 9 i, The pipe line shall be within: 10 1) 13 inches of the elevation on the Drawings for 16-inch and 24-inch water 11 lines 12 j. Place and compact embedment material to adequately support haunches in 13 accordance with the pipe manufacturer's recommendations. 14. k. Place remaining embedment including initial backfill to a minimum of 6 inches, 15 but not more than 12 inches, above the pipe. 16 1. Where gate valves are present,the initial backfill shall extend to up to the valve 17 nut. 18 m. Compact the embedment and initial backfill to 95 percent Standard Proctor 19 ASTM D 699. 20 n. Density test may be performed by City to verify that the compaction of 21 Embedment meets requirements. 22 o. Place trench geotextile fabric on top of the initial backfill. 23 p. Place marker tape on top of the trench geotextile fabric in accordance with 24 Section 33 05 26. 25 3. Water Lines 30-inches and greater in diameter 26 a. The entire embedment zone shall be of uniform material. 27 b. Crushed rock shall be used for embedment. 28 c. Provide trench geotextile fabric at any location where crushed rock or fine 29 crushed rock come into contact with utility sand. 30 d. Place evenly spread bedding material on a firm trench bottom. 31 e. Provide firm,uniform bedding. 32 1) Additional bedding may be required if ground water is present in the 33 trench. 34 2) If additional crushed rock is required which is not specifically identified in 35 the Contract Documents,then crushed rock shall be paid by the pre-bid unit 36 price. 37 f. Place pipe on the bedding according to the alignment shown on the Drawings. 38 g. The pipe line shall be within: 39 1) -L1 inch of the elevation on the Drawings for 30-inch and larger water lines 40 h. Place and compact embedment material to adequately support haunches in 41 accordance with the pipe manufacturer's recommendations. 42 i. For steel pipe greater than 30 inches in diameter,the initial embedment lift shall 43 not exceed the spring line prior to compaction. 44 j. Place remaining embedment,including initial backfill,to a minimum of 6 45 inches,but not more than 12 inches,above the pipe. 46 k. Where gate valves are present,the initial backfill shall extend to up to the valve 47 nut. 48 1. Compact the embedment and initial backfill to 95 percent Standard Proctor 49 ASTM D 698. CITY OF PORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 12,20t6 3305 10-14 UTILITY TRVNCH EXCAVATION,EMBEDMENT,AND BACK.I'IIL Page 14 of 20 1 m. Density test may be performed by City to verify that the compaction of 2 embedment meets requirements. 3 n. Place trench geotcxtile fabric on top of the initial backfill. 4 o. Place marker tape on top of the trench geotextile fabric in accordance with 5 Section 33 05 26. 6 4. Sanitary Sewer Lines and Storm Sewer Lines(HDPE) 7 a. The entire embedment zone shall be of uniform material. 8 b. Crushed rock shall be used for embedment. 9 c. Place evenly spread bedding material on a firm trench bottom. 10 d. Spread bedding so that lines and grades are maintained and that there are no 11 sags in the sanitary sewer pipe line. 12 e. Provide firm,uniform bedding. 13 1) Additional bedding maybe required if groundwater is present in the 14 trench. 15 2) If additional crushed rock is required which is not specifically identified in 16 the Contract Documents,then crushed rock shall be paid by the pre-bid unit 17 price. 18 f. Place pipe on the bedding according to the alignment shown in the Drawings. t 9 g. The pipe line shall be within-J--0.I inches of the elevation, and be consistent 20 with the grade shown on the Drawings. 21 h. Place and compact embedment material to adequately support haunches in 22 accordance with the pipe manufacturer's recommendations. 23 i, For sewer lines greater than 30 inches in diameter,the embedment lift shallhot 24 exceed the spring line prior to compaction. 25 j. Place remaining embedment including initial backfill to a minimum of 6 inches, 26 but not more than 12 inches, above the pipe. 27 k. Compact the embedment and initial backfill to 95 percent Standard Proctor 28 ASTM D 698. 29 1. Density test may be performed by City to verify that the compaction of 30 embedment meets requirements. 31 m. Place trench geotextile fabric on top of the initial backfill. 32 n. Place marker tape on top of the trench geotextile fabric in accordance with 33 Section 33 05 26. 34 5. Storm Sewer(RCP) 35 a. The bedding and the pipe zone up to the spring line shall be of uniform 36 material. 37 b. Crushed rock shall be used for embedment up to the spring line. 38 c. The specified backfill material may be used above the spring line. 39 d. Place evenly spread bedding material on a firm trench bottom. 40 e. Spread bedding so that lines and grades are maintained and that there are no 41 sags in the storm sewer pipe line. 42 f. Provide firm,uniform bedding. 43 1) Additional bedding may be required if ground water is present in the 44 trench. 45 2) If additional crushed rock is required which is not specifically identified in 46 the Contract Documents,then crushed rock shall be paid by the pre-bid unit 47 price. 49 g. Place pipe on the bedding according to the alignment of the Drawings. CITY OF FORT WORTH20M C;IP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 10I569 Revised D ecember 12,20I6 33 05 10-15 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND DACKFILL Page 15 of 20 1 h. The pipe line shall be within:0.1 inches of the elevation,and be consistent 2 with the grade,shown on the Drawings. 3 i. Place embedment material up to the spring line. 4 1) Place embedment to ensure that adequate support is obtained in the haunch. 5 j. Compact the embedment and initial bacHll to 95 percent Standard Proctor 6 ASTM D 698. 7 k. Density test may be performed by City to verify that the compaction of 8 embedment meets requirements. 9 1. Place trench gcotextile fabric on top of pipe and crushed rock. 10 6. Storm Sewer Reinforced Concrete Box 11 a. Crushed rock shall be used for bedding. 12 b. The pipe zone and the initial backfill shall be: 13 1) Crushed rock,or 14 2) Acceptable backfill material compacted to 95 percent Standard Proctor 15 density 16 c. Place evenly spread compacted bedding material on a firm trench bottom. 17 d. Spread bedding so that lines and grades are maintained and that there are no 18 sags in the storm sewer pipe line. 19 e. Provide firm,uniform bedding. 20 1) Additional bedding may be required if ground water is present in the 21 trench. 22 2.) If additional crushed rock is required which is not specifically identified in 23 the Contract Documents,then crushed rock shall be paid by the pre-bid unit 24 I pace. 25 f. Fill the annular space between multiple boxes with crushed rock, CLSM 26 according to 03 34 13. 27 g. Place pipe on the bedding according to the alignment of the Drawings. 28 h. The pipe shall be within±0.1 inches of the elevation,and be consistent with the 29 grade,shown on the Drawings. 30 i. Compact the embedment initial backfill to 95 percent Standard Praetor ASTM 31 D698. 32 7. Water Services(Less than 2 Inches in Diameter) 33 a. The entire embedment zone shall be of uniform material. 34 b. Utility sand shall be generally used for embedment. 35 c. PIace evenly spread bedding material on a firm trench bottom. 36 d. Provide firm,uniform bedding. 37 e. Place pipe on the bedding according to the alignment of the Plans. 3g f. Compact the initial backfill to 95 percent-Standard Proctor ASTM D698. 39 8. Sanitary Sewer Services 40 a. The entire embedment zone shaIl be of uniform material. 41 b. Crushed rock shall be used for embedment. 42 c. Place evenly spread bedding material on a firm trench bottom. 43 d. Spread bedding so that lines and grades are maintained and that there are no 44 sags in the sanitary sewer pipe line. 45 e. Provide firm,uniform bedding. 46 1) Additional bedding may be required if ground water is present in the 47 trench. C rPY OF FORT WORTH 2OI8 c1P Concrete Restoration Confi-act 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December t2,2016 330510_16 UTILITY TRENCH EXCAVATION,ENMEDMENT,AND B A.CKFILL Page 16 of 20 1 2) 1f additional crushed rock is required which is not specifically identified in 2 the Contract Documents,then crushed rock shall be paid by the pre-bid unit 3 price. 4 f Place pipe on the bedding according to the alignment of the Drawings. 5 g. Place remaining embedment,including initial backfill,to a:minimum of 6 6 inches,but not more than 12 inches, above the pipe. 7 1 Compact the initial backfill to 95 percent Standard Proctor ASTM D698. 8 i. Density test may be required to verify that the compaction meets the density 9 requirements. 10 E. Trench Backfill I I 1. At a minimum,place backfill in such a manner that the required in-place density 12 and moisture content is obtained, and so that there will be no damage to the surface, 13 pavement or structures due to any trench settlement or trench movement. 14 a. Meeting the requirement herein does not relieve the responsibility to damages 15 associated with the Work. 16 2, Backfill Material 17 a. Final backfill depth less than 15 feet 18 1) Backfill with: 19 a) Acceptable backfill material 20 b) Blended backfill material,or 21 c) Select backfill material, CSS, or CLSM when specifically required 22 b. Final'backfill depth 15 feet or greater: (under pavement or future pavement) 23 1) Backfill depth from 0 to15 feet deep 24 a) Backfill with: 25 (1) Acceptable backfill material 26 (2) Blended backfill material, or 27 (3) Select backfill material, CSS,or CLSM when specifically required 28 2) Backfill depth from 15 feet and greater 29 a) Backfill with: 30 (1) Select Fill 31 (2) CSS, or 32 (3) CLSM when specifically required 33 c. Final backfill depth 15 feet or greater: not under pavement or future pavement) 34 1) Backfill with: 35 a) Acceptable backfill material,or 36 b) Blended backfill material 37 d. Backfill for service lines: 38 1) Backfill for water or sewer service lines shall be the same as the 39 requirement of the main that the service is connected to. 40 3. Required Compaction and Density 41 a. Final backfill(depths less than 15 feet) 42 1) Compact acceptable backfill material,blended backfill material or select 43 backfill to a minimum of 95 percent Standard Proctor per ASTM D698 at 44 moisture content within-2 to+5 percent of the optimum moisture. 45 2) CSS or CLSM requires no compaction. 46 b. Final backfill(depths 15 feet and greater/under existing or future pavement) 47 1) Compact select backfill to a minimum of 98 percent Standard Proctor per 48 ASTM D 698 at moisture content within-2 to+5 percent of the optimum 49 moisture. CITY OF FORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 12,2016 33 05 10-17 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 17 of 20 1 2) CSS or CLSM requires no compaction. 2 c. Final backfill(depths 15 feet and greater/mot under existing or future pavement) 3 1) Compact acceptable backfill material blended backfill material, or select 4 backfill to a minimum of 95 percent Standard Proctor per ASTM D 699 at 5 moisture content within-2 to+5 percent of the optimum moisture. 6 4. Saturated Soils 7 a. If in-situ soils consistently demonstrate that they are greater than 5 percent over 8 optimum moisture content,the soils are considered saturated. 9 b. Flooding the trench or water jetting is strictly prohibited. 10 c. If saturated soils are identified in the Drawings or Geotechnical Report in the 11 Appendix,Contractor shall proceed with Work following all backEll 12 procedures outlined in the Drawings for areas of soil saturation greater than 5 13 percent. 14 d. If saturated soils are encountered during Work but not identified in Drawings or 15 Geotechnical Report in the Appendix: 16 1) The Contractor shall: 17 a) Jmmediately notify the City. 18 b) Submit a Contract Claim for Extra Work associated with direction from 19 City. 20 2) The City shall: 21 a) investigate soils and determine if Work can proceed in the identified 22 location. 23 b) Direct the Contractor of changed backfill procedures associated with 24 the saturated soils that may include: 25 (1) Imported backfill 26 (2) A site specific backfill design 27 5. Placement of Backfill 28 a. Use only compaction equipment specifically designed for compaction of a 29 particular soil type and within the space and depth limitation experienced in the 30 trench. 31 b. Flooding the trench or water setting is strictly prohibited. 32 c. Place in loose lifts not to exceed 12 inches. 33 d. Compact to specified densities. 34 e. Compact only on top of initial backfill,undisturbed trench or previously 35 compacted backfill. 36 f. Remove any loose materials due to the movement of any trench box or shoring 37 or due to sloughing of the trench wall. 3$ g. Install appropriate tracking balls for water and sanitary sewer trenches in 39 accordance with Section 33 05 26, 40 6. Backfill Means and Methods Demonstration 41 a. Notify the City in writing with sufficient time for the City to obtain.samples 42 and perform standard proctor test in accordance with ASTM D698. 43 b. The results of the standard proctor test must be received prior to beginning 44 excavation. 45 c, Upon commencing of backfill placement for the project the Contractor shall 46 demonstrate means and methods to obtain the required densities. 47 d. Demonstrate Means and Methods for compaction including: 48 1) Depth of lifts for backfiIl which shall not exceed 12 inches 49 2) Method of moisture control for excessively dry or wet backfill. CITY OF FORT WORTH 2OI8 Cif Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOC�I FTS 101564 Revised December 12,2016 3305 10-19 11TILyl-y TRENCI-I EXCAVATION,EMBEDMENT,AND BACKF'1I.I, Page 18 of20 1 3) Placement and moving trench box,if used 2 4) Compaction techniques in an open trench 3 5) Compaction techniques around structure 4 e. Provide a testing trench box to provide access to the recently backfilled 5 material. 6 f. The City will provide a qualified testing lab fall time during this period to 7 randomly test density and moisture continent. 8 1) The testing lab will provide results as available on the job site. 9 7. Varying Ground Conditions 10 a. Notify the City of varying ground conditions and the need for additional 11 proctors. 12 b. Request additional proctors when soil conditions change. 13 c. The City may acquire additional proctors at its discretion. 14 d. Significant changes in soil conditions will require an additional Means and 15 Methods demonstration. 16 3.5 REPAIR[NOT USED] 17 3.6 RE-INSTALLATION [NOT USED] 18 3.7 FIELD QUALITY CONTROL 19 A. Field Tests and Inspections 20 1. Proctors 21 a. The City will perform Proctors in accordance with ASTM D69$. 22 b. Test results will generally be available to within 4 calendar days and distributed 23 to: 24 1) Contractor 25 2) City Project Manager 26 3) City Inspector 27 4) Engineer 28 c. Notify the City if the characteristic of the soil changes. 29 d. City will perform new proctors for varying soils: 30 1) When indicated in the geotechnical investigation in the Appendix 31 2) If notified by the Contractor 32 3) At the convenience of the City 33 e. Trenches where different soil types arc present at different depths,the proctors 34 shall be based on the mixture of those soils. 35 2. Density Testing ofBackfill 36 a. Density Tests shall be in conformance with ASTM D2922. 37 b. Provide a testing trench protection for trench depths in excess of 5 feet. 38 c. Place,move and remove testing trench protection as necessary to facilitate all 39 test conducted by the City. 40 d. For final backfill depths less than 15 feet and trenches of any depth not under 41 existing or future pavement: 42 1) The City will perform density testing twice per working day when 43 backfilling operations are being conducted. 44 2) The testing lab shall take a minimum of 3 density tests of the current lift in 45 the available trench. 46 e. For final backfill depths 15 feet and greater deep and under existing or future 47 pavement: CITY OF FORT WORTH 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFiCATIONDOCUMENTS 101569 Revised December 12,2016 33 05 10-19 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND 13ACKFIT-L Page 19 of2o 1 1) The City will perform density testing twice per working day when 2 backhlling operations are being conducted. 3 2) The testing lab shall take a minimum of 3 density tests of the current lift in 4 the available trench. 5 3) The testing lab will remain onsite sufficient tirnc to test 2 additional lifts. 6 f. Make the excavation available for testing. 7 g. The City will determine the location of the test. g h. The City testing lab will provide results to Contractor and the City's Inspector 9 upon completion of the testing. 10 i. A formal report will be posted to the City's Buzzsaw site within 48 hears. I j• Test reports shall include: 12 1) Location of test by station number 13 2) Time and date of test 14 3) Depth of testing 15 4) Field moisture 16 5) Dry density 17 6) Proctor identifier 18 7) Percent Proctor Density 19 3. Density of Embedment 20 a. Storm sewer boxes that are embedded with acceptable backfill material, 21 blended backfill material, cement modified backfill material or select material 22 will follow the same testing procedure as backfill. 23 b. The City may test fine crushed rock or crushed rock embedment in accordance 24 with ASTM D2922 or ASTM 1556. 25 B. Non-Conforming Work 26 1. All non-conforming work shall be removed and replaced, 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 3o 3.11. CLOSEOUT ACTIVITIES [NOT USED] 31 3.12 PROTECTION [NOT USED] 32 3.13 MAINTENANCE [NOT USED] 33 3.14 ATTACHMENTS [NOT USED] 34 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.2—Added Item for Concrete Encasement for Utility Dines Various Sections—Revised Depths to Include 15'and greater 12120/2012 D.7ohnson 3.3.A—Additional notes for pavement protection and positive drainage. 3.4.E.2—Added requirements for backfill of service lines. 3.4.E.5—Added language prohibiting flooding of trench CITY OF FORT WORTH 2O18 CIP Concrete Restoration Contract 6 gTAI•I17ARI]CONSTRUCTION SPECIFICATION DOCUMENTS i01569 Revised December l2,2016 33 05 10-20 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND SACKFILL Page 20 of 20 1.2.A.3—Clarified measurement and payment for concrete encasement as per plan 6/18/2013 D.Johnson quantity 2.2.A—Added lanVage for concrete encasement 12/12/16 Z.Arega 2.2.A.I.d Modify gradation for sand material 1 CITY OP FORT WORTH 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 12,2016 330514-1 AD]USTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADII Page I of7 I SECTION 33 AS 14 2 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO 3 GRADE 4 PART I- GENERA . 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Vertical adjustments to manholes, drop inlets,valve boxes, cathodic protection test 8 stations and other miscellaneous structures to a new grade 9 B. Deviations from this City of Fart Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include,but are not necessarily limited to: 12 I. Division 0—Bidding Requirements,Contract Forms, and Conditions of the 13 Contract 14 2. Division 1—General Requirements 15 3. Section 32 01 17—Permanent Asphalt paving Repair 16 4. Section 32 6129--Concrete Paving Repair 17 5. Section 33 05 10—Utility Trench Excavation,Embedment and Backfill 18 6. Section 33 05 13—Frame,Cover and Grade Rings 19 7. Section 33 39 10—Cast-in-Place Concrete Manholes 20 8. Section 33 39 20—Precast Concrete Manholes 21 9. Section 33 12 20—Resilient Seated(Wedge)Gate Valve 22 10. Section 33 12 21—AWWA Rubber-Seated Butterfly Valve 23 11. Section 33 04 11—Corrosion Control Test Station 24 12. Section 33 04 12—Magnesium Anode Cathodic Protection System 25 1.2 PRICE ANTI PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Manhole--Minor Adjustment 28 a. Measurement 29 1) Measurement for this Item shall be per each adjustment using only grade 30 rings or other minor adjustment devices to raise or lower a manhole to a 31 grade as specified on the Drawings. 32 b. Payment 33 1) The work performed and the materials furnished in accordance with this 34 Item will be paid for at the unit price bid per each"Manhole Adjustment, 35 Minor"completed. 36 c. The price bid shall include: 37 1) Pavement removal 38 2) Excavation 39 3) Hauling 40 4) Disposal of excess material 2018 CIP Concrete Restorafion Contract 6 CITY OF FORT WORTH 101569 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 33 05 14-2 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OMBF STRUCTURES TO GRADE Page 2 of 7 1 5) Grade rings or other adjustment device 2 6) Reuse of the existing manhole frame and cover 3 7) Furnishing,placing and compaction of embedment and backfill 4 8) Concrete base material 5 9) Permanent asphalt patch or concrete paving repair, as required 6 10) Clean-up 7 2. Manhole-Major Adjustment 8 a. Measurement 9 1) Measurement for this Item shall be per each adjustment requiring structural 10 modifications to raise or lower a manhole to a grade as specified on the I 1 Drawings. 12 b. Payment 13 1) The work performed and the materials furnished in accordance with this 14 Item will be paid for at the unit price bid per each"Manhole Adjustment, 15 Major"completed. 16 c. The price bid shall include: 17 1) Pavement removal 18 2) Excavation 19 3) Hauling 20 4) Disposal of excess material 21 5) Structural modifications, grade rings or other adjustment device 22 6) Reuse ofthe existing manhole frame and cover 23 7) Furnishing,placing and compaction of embedment and backfill 24 8) Concrete base material 25 9) Permanent asphalt patch or concrete paving repair, as required 26 10) Clean-up 27 3. Manhole Major Adjustment with Frame and Cover 28 a. Measurement 29 1) Measurement for this Item shall be per each adjustment requiring structural 30 modifications to raise or lower a manhole to a grade specified on the 31 Drawings or structural modifications for a manhole requiring a new frame 32 and cover, often for changes to cover diameter. 33 b. Payment 34 1) The work performed and the materials furnished in accordance with this 35 Item will be paid for at the unit price bid per each"Manhole Adjustment, 36 Major w/Cover"completed, 37 c. The price bid shall include: 38 1) Pavement removal 39 2) Excavation 40 3) Hauling 41 4) Disposal of excess material 42 5) Structural modifications,grade rings or other adjustment device 43 6) Frame and cover 44 7) Furnishing,placing and compaction of embedment and backfill 45 8) Concrete base material 46 9) Permanent asphalt patch or concrete paving repair, as required 47 10) Clean-up 48 4. Inlet 49 a. Measurement CITY OF FORT WORTH 2018 GYP Concrete Restoraron Contract 6 STANDARD CONSTRUCTION 5PECIFMA,TION DOCUMENTS 101569 Revised December 20,2012 33 05 14-3 .ADJUSTING MANHOLES,INLETS,'VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 3 of7 1 1) Measurement for this Item shall be per each adjustment requiring structural 2 modifications to inlet to a grade specified on the Drawings. 3 b. Payment 4 1) The work performed and the materials furnished in accordance with this 5 Item will be paid for at the unit price bid per each"Inlet Adjustment" 6 completed. 7 c. The price bid shall include: 8 1) Pavement removal 9 2) Excavation 10 3) Hauling 11 4) Disposal of excess:material 12 5) Structural modifications 13 6) Furnishing,placing and compaction of embedment and backfiIl 14 7) Concrete base material,as required 15 8) Surface restoration,permanent asphalt patch or concrete paving repair, as 16 required 17 9) Clean-up 18 5. Valve Box 19 a. Measurement 20 1) Measurement for this Item shall be per each adjustment to a grade specified 21 on the Drawings. 22 b. Payment 23 1) The work performed and the materials furnished in accordance with this 24 Item will be paid for at the unit price bid per each"Valve Box Adjustment" 25 completed. 26 c. The price bid shall include: 27 1) Pavement removal 28 2) Excavation 29 3) Hauling 30. 4) Disposal of excess material 31 5) Adjustment device 32 6) Furnishing,placing and compaction of embedment and backfill 33 7) Concrete base material, as required 34 8) Surface restoration,permanent asphalt patch or concrete paving repair, as 35 required 36 9) Clean-up 37 6. Cathodic Protection Test Station 38 a. Measurement 39 1) Measurement for this Item shall be per each adjustment to a grade specified 40 on the Drawings. 41 b. Payment 42 1) The work performed and the materials furnished in accordance with this 43 Item will be paid for at the unit price bid per each"Cathodic Protection 44 Test Station Adjustmcnt"completed. 45 c. The price bid shall include: 46 1) Pavement removal 47 2) Excavation 48 3) Hauling 49 4) Disposal of excess material CITY OF FORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATIONDOCUII ENTS 101569 Revised December 20,2012 33 05 14-4 ADJUSTING MANHOLES,INLETS,'VALVE BOXES,AND OTHER STRUCTURES TO GRADE Pago 4 of 7 1 5) Adjustment device 2 6) Furnishing,placing and compaction of embedment and backfill 3 7) Concrete base material, as required 4 8) Surface restoration,permanent asphalt patch or concrete paving repair,as 5 required 6 9) Clean-up 7 7. hire Hydrant 8 a. Measurement 9 1) Measurement for this Item shall be per each adjustment requiring stem 10 extensions to meet a grade specified by the Drawings. 11 b. Payment 12 1) The work performed and the materials furnished in accordance with this 13 Item will be paid for at the unit price bid per each"Fire Hydrant Stem 14 Extension"completed. 15 c. The price bid shall include: 16 1) Pavement removal 17 2) Excavation 18 3) Hauling 19 4) Disposal of excess material 20 5) Adjustment materials 21 6) Furnishing,placing and compaction of embedment and backfill 22 7) Concrete base material, as required 23 8) Surface restoration,permanent asphalt patch or concrete paving repair,as 24 required 25 9) Clean-up 26 8. Miscellaneous Structure This Item is intended for a unique strzictnr°e. Bidltein 27 should include details to identi�the specific struchire(i.e. Miscellaneous Structure 28 Adjustment, Sta. 1+60) 29 a. Measurement 30 1) Measurement for this Item shall be per each adjustment requiring structural 31 modifications to said structure to a grade specified on the Drawings. 32 b. Payment 33 1) The work performed and the materials furnished in accordance with this 34 Item will be paid for at the unit price bid per each"Miscellaneous Structure 35 Adjustment"completed. 36 c. The price bid shall include: 37 1) Pavement removal 38 2) Excavation 39 3) Hauling 40 4) Disposal of excess material 41 5) Structural modifications 42 6) Furnishing,placing and compaction of embedment and backfill 43 7) Concrete base material 44 8) Permanent asphalt patch or concrete paving repair, as required 45 9) Clean-up 46 1.3 REFERENCES 47 A. Definitions 48 1. Minor Adjustment CITY OF FORT WORTH 2O18 CIP Conerete Restoration Contract 6 STANDARD CONSTRUCTION SPEC-TICATION DOCIIIVFNTS 101569 Revised December 20,2012 3305 14-5 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURRS TO GRADE Page 5 of 1 a. Refers to a small elevation change performed on an existing manhole where the 2 existing frame and cover are reused. 3 2. Major Adjustment 4 a. Refers to a significant elevation change performed on an existing manhole 5 which requires structural modification or when a 24-inch ring is changed to a 6 30-inch ring. 7 B. Reference Standards 8 1. Reference standards cited in this Specification refer to the current reference 9 standard published at the time of the latest revision date logged at the end of this 10 Specification,unless a date is specifically cited. 11 2. Texas Commission on Environmental Quality(TCEQ): 12 a. Title 30,Part 1,Chapter 217,Subchapter C,Rule 217.55--Manholes and 13 Related Structures. 14 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 15 4.5 SUBMITTALS [NOT USED] 16 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USE, 17 1.7 CLOSEOUT SUBMITTALS [NOT USED] 18 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 1.9 QUALITY ASSURANCE [NOT USED] 20 1.10 DELIVERY, STORAGE;AND HANDLING[NOT USED] 21 1.11 FIELD [SITE] CONDITIONS [NOT USED] 22 1.12 WARRANTY[NOT USED] 23 PART 2- PRODUCTS 24 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIED PRODUCTS [NOT USED] 25 2.2 MATERIALS 26 A. Cast-in-Place Concrete 27 1. See Section 03 30 06. 28 B. Modifications to Existing Concrete Structures 29 1. See Section 03 80 00. 30 C. Grade Rings 31 1. See Section 33 05 13. 32 D. Frame and Cover 33 1. See Section 33 05 13. 34 E. Backfill material 35 1. See Section 33 05 10. CITY OF FORT WORTH 2018 CfF Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 20,2012 3305 14-6 ADJ USTENG MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 6 of 7 1 F. Water valve box extension 2 1. See Section 33 12 20. 3 G. Corrosion Protection.Test Station 4 1. Sea Section 33 04 11. 5 H. Cast-in-Place Concrete Manholes 6 1. See Section 33 39 10. 7 1. Precast Concrete Manholes 8 1. See Section 33 39 20. 9 2.3 ACCESSORIES jNOT USED] 10 2.4 SOURCE QUALITY CONTROL [NOT USED] 11 PART 3- EXECUTION 12 3.1 INSTALLERS [NOT USED] 13 3.2 EXAMINATION 14 A. Verification of Conditions 15_ 1. Examine existing structure to be adjusted,for damage or defects that may affect 16 grade adjustment. 17 a. Report issue to City for consideration before beginning adjustment. 18 3.3 PREPARATION 19 A. Grade Verification 20 1. On major adjustments confirm any grade change noted on Drawings is consistent 21 with field measurements. 22 a. If not,coordinate with City to verify final grade before beginning adjustment. 23 3.4 ADJUSTMENT 24 A. Manholes,Inlets,and Miscellaneous Structures 25 1. On any sanitary sewer adjustment replace 24-inch frame and cover assembly with 26 30-inch frame and cover assembly per TCEQ requirement. 27 2. On manhole:major adjustments,inlets and miscellaneous structures protect the 28 bottom using wood forms shaped to fit so that no debris blocks the invert or the 29 inlet or outlet piping in during adjustments. 30 a. Do not use anymore than a 2-piece bottom. 31 3. Use the least number of grade rings necessary to meet required grade. 32 a. For example,if a 1-foot adjustment is required,use 2 6-inch rings,not 6 2-inch 33 rings. 34 b. The maximum height of adjustment shall be no more than 12 inches for any 35 combination of grade rings. If 12 inches is required,use 3—4 inch rings. 36 B. Valve Boxes 37 1. Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on 38 the Drawings. CITY OF FORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised December 20,2012 330514-7 ADJUSTING MANHOLES,INLETS,VALVE BO=,AND OTHER STRUCTURES TO GRADE Page 7 of 7 1 C. Backfill and Grading 2 1. Backfill area of excavation surrounding each adjustment in accordance to Section 3 3305 10. 4 D. Pavement Repair 5 1. If required pavement repair is to be performed in accordance with Section 32 01 17 6 or Section 32 0129. 7 3.5 REPAIR I RESTORATION [NOT USED] 8 3.6 RE INSTALLATION [NOT USED] 9 3.7 FIELD [oR] SITE QUALITY CONTROL.INOT USED] 10 3.8 SYSTEM STARTUP [NOT USED] 11 3.9 ADJUSTING[NOT USED] 12 3.10 CLEANING[NOT USED] 13 111 CLOSEOUT ACTIVITIES INOT USED] 14 3.12 PROTECTION [NOT USED] 15 3.13 MAINTENANCE [NOT USED] 16 3.14 ATTACHMENTS [NOT USED] 17 END OF SECTION Revision Log' DATE NAME SUMMARY OF CHANGE 1.2.A—Pay item added for a major manhole adjustment which reuses the existing frame and cover and a major adjustment requiring a new frame and cover;Added 12/20/2012 D.Johnson items to be included in price bids; Blue text added for clarification for miscellancutis structure adjustments 3.4—Pavement repair requirements were added 9/20/2017 W.Norwood 3.4.3 Eliminate 24 inoh requirement for maximum chimney height adjustment. 3,4.4.b Add requirement for maximum height of grade rings to be 12 inches or 3-4 inch rings 18 CITY OF FORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS I01569 Revised December 20,2012 347113-1 TRAFFIC CONTROL Page I of 5 1 SECTION 34 7113 2 TRAFFIC CONTROL 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Installation of Traffic Control Devices and preparation of Traffic Control Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1—General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Installation of Traffic Control Devices I5 a. Measurement 16 1) Measurement for Traffic Control Devices shall be per month for the Project 17 duration. 18 a) A month is defined as 30 calendar days. 19 b. Payment 20 1) The work performed and materials furnished in accordance with this Item 21 and measured as provided under"Mcasurement"shall be paid for at the 22 unit price bid for"Traffic Control". 23 c. The price bid shall include: 24 1) Traffic Control implementation 25 2) Installation 26 3) Maintenance 27 4) Adjustments 28 5) Replacements 29 6) Removal 30 7) Police assistance during peak hours 31 2. Portable Message Signs 32 a. Measurement 33 1) Measurement for this Item shall be per week for the duration of use. 34 b. Payment 35 1) The work performed and materials furnished in accordance to this Item and 36 measured as provided under"Measurement"shall be paid for at the unit 37 price bid per week for"Portable Message Sign"rental. 38 c. The price bid shall include: 39 1) Delivery of Portable Message Sign to Site 40 2) Message updating 41 3) Sign movement throughout construction 42 4) Return of the Portable Message Sign post-construction CITY OF FORT WORTH 2018 C1P Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101569 Revised November 22,2013 3471 13-2 TIU,F IC CONTROL Page 2 of 5 1 3. Preparation of Traffic Control Plan Details 2 a. Measurement 3 1) Measurement for this Item be per each Traffic Control Detail prepared. 4 b. Payment 5 1) The work performed and materials furnished in accordance with this Item 6 shall be paid for at the unit price bid per each"Traffic Control Detail" 7 prepared. 8 c. The price bid shall include: 9 1) Preparing the Traffic Control.Plan Details for closures of 24 hours or longer 10 2) Adherence to City and Texas Manual on Uniform Traffic Control Devices I I (TMUTCD) 12 3) Obtaining the signature and seal of a licensed Texas Professional Engineer 13 4) Incorporation of City comments 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, Texas Manual on Uniform Traffic Control Devices(TNIUTCD). 20 3. Item 502,Barricades, Signs,and Traffic Handling of the Texas Department of 21 Transportation,Standard Specifications for Construction and Maintenance of 22 Highways, Streets, and Bridges. 23 1.4 ADNIMSTRATNE REQUIREMENTS 24 A. Coordination 25 1. Contact Traffic Services Division(817-392-7739)a minimum of 48 hours prior to 26 implementing Traffic Control within 500 feet of a traffic signal. 27 B. Sequencing 28 1. Any deviations to the Traffic Control Plan included in the Drawings must be first 29 approved by the City and design Engineer before implementation. 30 1.5 SUBMITTALS 31 A. Provide the City with a current list of qualified flaggers before begins g flagging 32 activities. Use only flaggers on the qualified list. 33 B. Obtain a Street Use Permit from the Street Management Section of the Traffic 34 Engineering Division, 311 W. 101'Street. The Traffic Control Plan(TCP)for the 35 Project shall be as detailed on the Traffic Control Plan Detail sheets of the Drawing set. 36 A copy of this Traffic Control Plan shall be submitted with the Street Use Permit. 37 C. Traffic Control Plans shall be signed and sealed by a licensed Texas Professional 38 Engineer. 39 D. Contractor shall prepare Traffic Control Plans if required by the Drawings or 40 Specifications. The Contractor will be responsible for having a licensed Texas 41 Professional Engineer sign and seal the Traffic Control Plan sheets. 42 E. Lane closures 24 hours or longer shall require a site-specific traffic control plan. CITY OF FORT WORTH 2O18 C1P Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPRCrFICA,TION DOCUML*NTS 101569 Revised November 22,2013 347113-3 TRAFFIC CONTROL Page 3 of 5 1 F. Contractor responsible for having a licensed Texas Professional Engineer sign and seal 2 changes to the Traffic Control Plaa(s) developed by the Design Engineer. 3 G. Design Engineer will fum ish standard details for Traffic Control. 4 -1.6 ACTION SUBIVIITTALSANFORMATIONAL SUBMITTALS [NOT USE, 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1..1.0 DELIVERY, STORAGE,AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2- PRODUCTS 12 2.1 OWNER FURNISHED [on] OWNER-SUPPLIED PRODUCTS [NOT USED] 13 2.2 ASSEMBLIES AND MATERIALS 14 A. Description 15 1. Regulatory Requirements 16 a. Provide Traffic Control Devices that conform to details shown on the 17 Drawings,the TMTT':i`CD,and TxDOT's Compliant Work Zone Traffic Control 18 Device List(CWZTCDL). 19 2. Materials 20 a. Traffic Control Devices must meet all reflectivity requirements included in the 21 TMUTCD and TxDOT Specifications—Item 502 at all times during 22 construction. 23 b. Electronic message boards shall be provided in accordance with the TMUTCD. 24 2.3 ACCESSORIES [NOT USED] 25 2.4 SOURCE QUALITY CONTROL [NOT USED] 26 PART 3_ EXECUTION 27 3.1 EXAMINATION [NOT USED] 28 3.2 PREPARATION 29 A. Protection of lu-Place Conditions 30 1. Protect existing traffic signal equipment. 31 3.3 INSTALLATION 32 A. Follow the Traffic Control Plan(TCP) and install Traffic Control Devices as shown on 33 the Drawings and as directed. CITY OF FORT WORTH 2O18 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICAITON DOCUMENTS 101569 Revised November 22,2013 347113-4 TRAFFIC CONTROL Page 4 of 1 B. Install Traffic Control Devices straight and plumb. 2 C. Do not make changes to the location of any device or implement any other changes to 3 the Traffic Control Plan without the approval of the Engineer. 4 1. Minor adjustments to meet field constractability and visibility are allowed. 5 D. Maintain Traffic Control Devices by taking corrective action as soon as possible. 6 1. Corrective action includes but is not limited to cleaning,replacing, straightening, 7 covering,or removing Devices. 8 2. Maintain the Devices such that they are properly positioned,spaced,and legible, 9 and that retroreflective characteristics meet requirements during darkness and rain. 10 E. If the Inspector discovers that the Contractor has failed to comply with applicable federal 11 and state laws(by failing to furnish the necessary flagmen,warning devices,barricades, 12 lights,signs,or other precautionary measures for the protection of persons or property),the 13 Inspector may order such additional precautionary measures be taken to protect persons 14 and property. 15 F. Subject to the approval of the Inspector,portions of this Project,which are not affected by 16 or in conflict with the proposed method of handling traffic or utility adjustments,can be 17 constructed during any phase. 18 G. Barricades and signs shall be placed in such a manner as to not interfere with the sight 19 distance of drivers entering the highway from driveways or side streets. 20 H. To facilitate shifting,barricades and signs used in lane closures or traffic staging may 21 be erected and mounted on portable supports. 22 1. The support design is subject to the approval of the Engineer. 23 I. Lane closures shall be in accordance with the approved Traffic Control Plans. 24 J. If at any time the existing traffic signals become inoperable as a result of construction 25 operations,the Contractor shall provide portable stop signs with 2 orange flags,as 26 approved by the Engineer,to be used for Traffic Control. 27 K. Contractor shall make arrangements for police assistance to direct traffic if traffic signal 28 turn-ons,street light pole installation,or other construction will be done during peak traffic 29 times(AM:7 am—9 am,PM;4 pm-6 pm). 30 L. Flaggers 31 1. Provide a Contractor representative who has been certified as a flagging instructor 32 through courses offered by the Texas Engineering Extension Service,the American 33 Traffic Safety Services Association,the National Safety Council,or other approved 34 organizations. 35 a. Provide the certificate indicating course completion when requested. 36 b. This representative is responsible for training and assuring that all flaggers are 37 qualified to perform flagging duties. 38 2. A qualified flagger must be independently certified by 1 of the organizations listed 39 above or trained by the Contractor's certified flagging instructor. 40 3. Flaggers must be courteous and able to effectively communicate with the public. 41 4. When directing traffic,flaggers must use standard attire,flags,signs, and signals 42 and follow the flagging procedures set forth in the TMUTCD. CITY OF FORT WORTH 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS IOIS69 Revised Novembor 22,2013 3471 13-5 TRAFFIC CONTROL, Page 5 of 1 5, Provide and maintain flaggers at such points and for such periods of time as maybe 2 required to provide for the safety and convenience of public travel and Contractor's 3 personnel, and as shown on the Drawings or as directed by the Engineer. 4 a. These flaggers shall be located at each end of the lane closure. 5 M. Removal 6 1. Upon completion of Work,remove from the Site all barricades,signs, cones,lights 7 and other Traffic Control Devices used for work-zone traffic handling in a timely 8 manner,unless otherwise shown on the Drawings. 9 3.4 REPAIR/RESTORATION[NOT USED] 10 3.5 RE-INSTALLATION[NOT USED] 11 3.6 FIELD [oR] SITE QUALITY CONTROL [NOT USE, 12 3.7 SYSTEM STARTUP [NOT USED] 13 3.8 AD TUSTING [NOT USED] 14 3.9 CLEANING [NOT USED] 15 310 CLOSEOUT ACTIVITIES [NOT USED] 16 3.11 PROTECTION [NOT USED] 17 312 MAINTENANCE [NOT USED] 18 313 ATTACHMENTS [NOT USED] 19 END OF SECTION 20 Revision Log DATE NAME SUMMARY OF CHANGE 11/22/13 S.Arnold Added police assistance,requirement for when a site specific TCP is required 21 CITY OF FORT WORTH 2018 CIP Concrete Restoration Contract 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 10I569 Revised November 22,2013 SECTION-35 SPECIAL SPECI 1CATION Geogrid,Tensar THAX140-475 1. Description:burnish and place geogrid in accordance with the lines and grades shown on the plans or as directed, 2. Materials:Geogrid,a synthetic planar structure formed by a regular network of integrally connected polymeric tensile elements with triangular apertures designed to interlock with the surrounding fill material.Geogrid is used for the reinforcement of roadway base or embankment materials,burnish geogrid that meets the requirements of Table 1.Use roll widths and Iengths shown on the plans or as approved.Deliver each roll of geogrid in suitable packaging to protect it from environmental degradation;each roll will be one continuous piece without discontinuities in the ribs.The Engineer will obtain at least one(1)sample of the geogrid per project for testing, as needed,to verify compliance with Table 1_ Table 1 Geogrid Requirements M40 Index Properties Longitudinal Diagonal Transverse General Rib pitch,mm(in) 40(1.60) 40 (1.60) - Mid-rib depth,mm(in) - 1.2(0.05) 1.2(0.05) Mid rib width,mm(in) - 1.1 (0.04) 1.1 (0.04) Nodal thickness,mm(in) 3.1 (0.I2) Rib shape rectangular Aperture shape triangular Rib Aspect Ratio(depth:width) � 1 0 Structural Integrity Junction efficiency, % 93 Aperture stability,(2)kg-cm/deg @ 5.Okg-cm 3.0 Radial stiffness at low strain,(3) kN/m @ 0.5%strain 225 Radial stiffness at low strain,(3) (lb/ft @ 0.5%strain) 15,430 Durability Resistance to chemical degradation 100% Resistance to ultra-violet light and 100% weathering(5) Notes: 1. Load transfer capability determined in accordance with GRI-GG2-87 and GRI GGI-87 and expressed as a percentage of ultimate tensile strength. 1 2. In-plane torsional rigidity measured by applying a moment to the central junction of a 225mm x 225mm specimen restrained at its perimeter in accordance with U.S.Army Corps of Engineers Methodology for Measurement of Torsional Rigidity,(Kinney,T.C.Aperture stability Modulus ref 3,3--1--2000). 3. Radial stiffness is determined from tensile stiffness measured in any in-plane axis from testing in accordance with the scope of I,SO 10319:1996. 4. Resistance to loss of load capacity when subjected to chemically aggressive environments in accordance with testing to ISO1.2960 as part of a durability assessment in accordance with IS013434:1999 7.3 5. Resistance to loss of load capacity when subjected to ultra-violet light and weathering in accordance with testing to EN12224 as part of a durability assessment in accordance with IS013434:1999 7.2 6, All dimensions and values are typical unless otherwise stated. 3. Identification:Identify each roll with a tag or label securely affixed to the outside of the roll on one end.List the following information on the label: •. unique roll number,serially designated, • lot number or control number; • name of producer; • style or catalog designation of product;and • roll width and length. 4. Construction:Prepare the subgrade as indicated on the plans or as directed,Set string lines for alignment,if directed.Install geogrid in accordance with lines and grades as shown on the plans or as directed.Place base material in lift thicknesses and compact as shown on the plans or as directed.Do not operate tracked construction equipment on the geogrid without a minimum fill cover of six(6)inches.Rubber tire construction equipment may operate directly on the geogrid at speeds less than five(5)mph if the underlying material supports the loads.Where excessive substructure deformation is apparent,correct the grid placement operations as recommended by the manufacturers or as directed. A. Placement:Orient the geogrid length as unrolled parallel to the direction of roadway. Overlap geogrid sections as shown on the plans or as directed.Use plastic ties at overlap joints or as directed.Placement of geogrid around corners may require cutting and diagonal lapping.Pin geogrid at the beginning of the backf-ilI section as directed.Keep geogrid taut at the beginning of the backfilling section but not restrained from stretching or flattening. I. Longitudinal Joints:Overlap longitudinal joints by a minimum of 1 ft. Space longitudinal ties 10 ft.to 15 ft,or as directed. 2. Transverse Joints:Overlap transverse joints by a minimum of 1 ft.Space transverse ties 4 ft,to 5 ft_or as directed. B. Damage Repair:As directed,remove and replace contractor damaged or excessively deformed areal without additional compensation.Lap repair areas a minimum of 3 ft.in all directions.Tie each side of repair grid in at least three(3)locations but do not exceed normal construction spacing;tie spacing for odd shapes will be as directed.Repair excessively deformed materials underlying the grid as directed. 5. Measurement:Geogrid will be measured by the square yard of roadway placement as shown in the plans with no allowance for overlapping at transverse and longitudinal joints. 2 6. Payment:The work performed and materials furnished in accordance with this item, as measured, will be paid for at the unit price bid for"Geogrid,Tensar TriAX140-475".This price is full compensation for furnishing,preparing,hauling and placing materials including labor,materials, freight,tools,equipment and incidentals. 3 ATTACHMENT 1A Page 1 of 4 FORT WO RTH City of Fort Worth Minority Business Enterprise MBE Subcontractors/Suppliers Utilization Form OFFEROR COMPANY NAME: Check applicable block to describe Omega Contracting Inc. Offeror PROJECT NAME: �V( MNVIDBE11 NON-MNV/DBE BID 2018 CIS' Concrete Restoration Contract 6 February 21,2019ATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 8 % 1 12jit'.2 % 101569 Identify all subcontractors/suppliers you will use on this project Fallure to compiete this farm, Jn its enfirety with requested documentation, and received by the Purchasing Division no later than 2:00 p_m, on the second City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifleabons. The undersigned Offeror agrees to enter Into a formal ogreement orith the MBE firm(s) listed in this utilization schedule, conditioned upon execu lorr of a contract with the City of Fart Worth. The intentional andlor knowing misrepresentation of facts Is grounds for c risideration 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 six (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 Tarrant, Dallas, Denton, Johnson, Parker, and Wise counties. Prime cDntractors must identify by tier level of all subcontractors/suppliers. Tier: means the level of subcontracting below the prirrre contractor/consultant i.e. a direct payment from the prune contractor to a subcontractor is considered I" tier, a payment by a s u bcQnfractor to its suppller is considered 2"d tier, The prime contractor is responsible to provide proof of payment of ell tiered subcontractors identified as a MBE and counting those do liars towards meeting the contract committed goal. ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT 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 MSE listed awns and operates at least one fWly licensed and operational truck to be used on the contract, The MBE may lease trucks from another MSE 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 by the MBE as outlined in the lease agreement. Rev,2/10/15 FoRTWORTH ATTACHMENT 1A —` Page 2 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minarlty-and non-MI.Es_ 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. NCTRCA SUBCONTRACTORISUPPLIER Company Name T n detail Detail Address i M W Subcontracting Supplies Dollar Amount Telephone/Fax e B B g Work Purchased Email E E Contact Person E GJ Seeding LLC Bloch Sad and $21,700.00 1080 S Burleson Blvd. Topsoil Burleson, TX 76028 El817-426-8284 gjseeding@gmail.com G&G Saw and Seal Concrete 4008 Forest Lawn Dr. Sawing and $20,950.00 Balch Springs, TX 75180 ❑✓ ❑ Sealing Ignacio Garcia Jr. gngsawnseal@live.com DENALI SERVICES& __..._..__ —C_or cie-te TRANSPORT, L.L.C. Removal and $90,800.00 3160 Common Wealth Dr. Dallas,TX 75247 ❑ Hauling 469-219-9089 Ron Kisena ronald.kisena@denaliservices.co m Flexbase DENALI SERVICES& TRANSPORT, L.L.G. 3160 Common Wealth Dr. $66,750.00 Dallas,TX 75247 469-219-9089 Ron Kisena ronaid.kisena@denaliservices.com From MBE List Provided: Traffic Eagle Barricade,LLC Barricades and $64,950.00 2029 Mckenzie Drive,Suite#100 Signs and Carrollton,TX 75006 Message Board 214-644-2444 g Terry Lacy tlacy@eaglebarricade.cam Cowtown Redimix Concrete P.O Box 162327 Redimix Fort Worth, TX 76161 ❑ $740,000.00 Archie White Awhite@cowtown.us Rev.2/10/15 RTC WORTH ATTACHMENT 1A ?'" Page 3 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., MInonly and non-MFIEs. 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. NCTRCA N SUBCONTRACTORISUPPLIER 0 Company Name T �k Detail Detail Address i Subcontracting Supplies M w Dollar Amount Telephone/Pax B B Work Purchased Email E E Contact Person E Cross Roads LP Stripping and 5012 David Strickland Rd Traffic Markers Fort Worth, TX 76119 `/ on Road 817-634-0044 ❑ $3,000.00 Aaron Teeter Barnsco Supply Construction and 5000 Blue Mound Rd. concrete supplies $185,000.00 Fort Worth, TX 76106 ❑ ❑ & Geo Grid 817-740-2400 Terry Hogan thogan@barnsco.com ❑ ❑ ❑ ❑ ❑ ❑ Rev.2110/15 FoRTWORTH ATTACHMENT 1A �-- Page a of a Total Dollar Amount of MBE Subcontractors/Suppliers $ `1 r � CC) v Total Dollar Amount of Non-MBE Subcontractors/Suppliers $ 9 .�2%, C'00 . oD TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORSISUPPLIERS $ 19 The Offeror will not make addikns, defetlons, or substitutions to this certified list Volthout the prfor approval of the3 Minority and Women Fusiness Enterprise Office though the submittal of a Regrresf for Approval o ChangalAdditinn farm. Any unjustified change or deletion shnll be a material breech of contract and may result fit deb8rrnent In accord with the procedures outlined in the ordinance, The Offeror $hall submit a detailed explanation of how the requested changeladdiflon or deletion will affect the corrlrrritted MHE goal. If the detail 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 andlor 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_th.e_City--Any-intentional_and/-or-knowing_misrepresentation-of-facts_wi]Lbe_gr-ounds_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. 20 Authorized Si a in ad Signatu e Same as Above Titre Contact Name/Title(if different) Omega Contracting Inc. 214-689-3815 Company Name Telephone and/or Fax 2518 Chalk Hill Rd Markr@azteca-omega.com Address E-mail Address Dallas, Texas 75212 o r City/State/Zip Date Rev.2110115 m Ec ao a o rr- O @ � T. 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G o \ § C) $ \ � ® ® W o d } ) \ 0 S 7 2 $ o CP » a / k ƒ n e O y c)� \ 0 k / cn 0 cop ® q ƒ ƒ C) / n m � w = o / ¥/ m 2 } ) k g % u} k 0 ° § / m \ » R / \ \ � / / § S ® � I ® ® 7 m Co w ƒ £ } / J E > m Q 7 \ / ) 2 c ¢ e m g m 2 k @ z 2 f (D k \ c S 0 2 � 2 2 U / 0 E @ a w � 7 S � q c / k ° � n CD % / ' / �G Q / � m \ / / t q CD Q @ (n \ m \ 4 ƒ / a J� ' 3 \ 1p \ \ \ \ , � k ® � \ / ' G w o w � � z k a § o k a ± j G E t 2 0 0 o w \ OD CD CD \ e n zF _ . _ a � / . E % 0 2 / to w CL CD g 0 tn / k 8 / § § ' D \ / \ k | a 7 S 7 B � \ J / I 2 \ ) I \ \ k e Disadvantaged Business Enterprise (DBE) D G & G Saw and Seal Construction he�� + G & G- Saw and Seal Construction has filed with the Agency an Affidavit as defined by NCTRCA Disadvantaged Business Enterprise (DBE) 49 CFR Part 26 and is hereby certified to provide service(s) in the following areas: NAICS 238390: CONCRETE COATING, GLAZING OR SEALING NAICS 238990: CONCRETE SAWING AND DRILLING (EXCEPT DEMOLITION) This Certification commences February 4, 2019 and supersedes any registration or listing previously issued. This certification must be updated annually by submission of an Annual No Change Affidavit. At any time there is a change in ownership, control of the firm or operation, notification must be made immediately to the North Central Texas Regional Certification Agency for eligibility evaluation. LL CERTIFICATION NO. HMDB46906N0220 TUCP Minority Business Enterprise (MBE) DENALI SERVICES & TRANSPORT LLC DENALI SERVICES & TRANSPORT LLC has fled with the Agency an Affidavit as defined by NCTRCA Minority Business Enterprise (MBE) Policies & Procedures and is hereby certified to provide service(s) in the following areas: NAICS 484220: TRUCKING,SPECIALIZED FREIGHT(EXCEPT USED GOODS), LOCAL This Certification commences April 19, 2018 and supersedes any registration or listing previously issued. This certification must be updated every two years by submission of an Annual Update Affidavit. At any time there is a change in ownership, control of the firm or operation, notification must be made immediately to the North Central Texas Regional Certification Agency for eligibility evaluation. Certification Expiration:April 30, 2019 Issued Date:April 19, 2018 CERTIFICATION NO. BMDB97453YO419 Certification Administrator CACMinority Business Enterprise (MBE) G.J. Seeding, LLC G.J. Seeding, ITC has filed with the Agency an Affidavit as defined by NCTRCA Minority Business Enterprise (MBE) Policies & Procedures and is hereby certified to provide service(s) in the following areas: NAICS 221310: WATER SUPPLY AND IRRIGATION SYSTEMS NAICS 236220: BROADCASTING STATION CONSTRUCTION NAICS 237110: IRRIGATION PROJECT CONSTRUCTION(EXCEPT LAWN) NAICS 423390: SILT FENCE AND OTHER FABRICS(E.G., FOR EROSION CONTROL)MERCHANT WHOLESALERS NAICS 561730: HYDROSEEDING SERVICES(E.G.,DECORATIVE, EROSION CONTROL PURPOSES) NAICS 561730: LANDSCAPING SERVICES (EXCEPT PLANNING) NAICS 561730: LAWN MULCHING SERVICES - - - — NAICS-561730�SOD-L-AYING-SERVICES - -- - This Certification commences July 28, 2018 and supersedes any registration or listing previously issued. This certification must be updated every two years by submission of an Annual Update Affidavit. At any time there is a change in ownership, control of the firm or operation, notification must be made immediately to the North Central Texas Regional Certification Agency for eligibility evaluation. Certification Expiration: July 31, 2020 Issued Date: July 28, 2018 CERTIFICATION NO. HMM617412NO720 Certification Administrator ATTACHMENT 9A Page 1 of 4 FDRT VORTH City of Fort Worth Minority Business Enterprise MBE Subcontractors/Suppliers Utilization Form OFFEROR COMPANY NAME: Check applicable flock to deserlbe Offeror MAN/©Bl11 NON-MNV/DBE PROJECT NAME: 2018 Concrete Restoration Contract 6 BID DATE city's MBE Project Goal: Offerm's MBE Project Commitment: PROJECT NUMBER g io Rio 101569 Identify all subcontractors/suppliers 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 after 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 six(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 Tarrant, Dallas, Denton, Johnson, Parker, and Wise counties. Prime contractors must identify by tier level of all subcontractors/suppliers. Tier: means the level of subcontracting below the prime contractor/consultant i.e. a direct payment from the prime contractor to a subcontractor is considered V't tier, a payment by a subcontractor to its supplier is considered 2"d tier, The prime contractor is responsible to provide proof of payment of all tiered subcontractors identified as .a MBE and counting those dollars towards meeting the contract committed goal. ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT 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 doom appropriate and accepted by the City of Fort Worth. If hauling services are utilized, the Offeror will be given credit as long as the MBE 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 by the IVIBE as outlined in the lease a reemeht: Rev.2110/15 QR�TWDRTH ATTACHMENTIA �� Page Page 33 of 4 Offerors are required to identify ALL subcontractorslsupplfers, regardless of status; i.e., Minority_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. NCTRCA N S UBCONTRACTO RISUPP LIER Company Name T n Detail Detail Address i Subcontracting Supplies Dollar Amount Telephone/Fax e B B B Work Purchased Email F Contact Person E El 11 El E Rev.D10115 FORT WOUH ATTACHMENT Page 4 of 4 Total Dollar Amount of MBE Subcontractors/Suppliers $ Total Dollar Amount of Non-MBE Subcontractors/Suppliers $ TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORSISUPPLIERS $ 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 Change/Addiflon form. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The Offeror shall submit a detailed explanation of how the requested changeladdition or deletion will affect the committed MBE goal. if the detail 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 Printed Signature Title Contact Name/Title(if different) Company Name Telephone and/or Fax Address E-mall Address city/Statelzip Date Rev.2110115 ATTACHMENT 1 B F'O RT WORTH Page 1 of 1 City of Fort Worth Minority Business Enterprise Specifications Prime Contractor Waiver Form OFFEROR COMPANY NAME: Check applicable block to descrihe prime MMIDBE I I NON-MIWIDBE PROJECT NAME: 2018 CIIP Concrete Restoration Contract 6 BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment, PROJECT NUMBER 8 101569 of 0 If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1C. This form is only applicable if bQth answers are yes. Em., complete this.form in its entirety.and be received by:the Purchasin l]ivision no later than 2;00 the second;Git business da after bid'o enin ,exclusive of the bid opening date,will result in eing-considered non-responsive to bid specifications. Will you perform this entire contract without subcontractors? YES if yes, please provide a detailed explanation that proves based on the size and scope of this NO project,this is your normal business practice and provide an operational profile of your business. Will you perform this entire contract without suppliers? YES if yes, please provide a detailed explanation that proves based on the size and scope of this project,this is your normal business practice and provide an inventory profile of your business. NO 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) on this contract, the payment thereof and any proposed changes to the original MBE(s) arrangements submitted with this bid. The Offeror also agrees to allow an audit andlor examination of any books, records and files held by their company that will substantiate the actual work performed by the MBEs 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 Locai laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract and may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one 1 year. Authorized Signature Printed Signature Title Contact Name(if differont) Company Name Phone Number Fax Numher Address Email Address citylstatelzip Date Rev.2110115 ATTACHMENT1C Page 1 of 4 FORT WORTH City of Fort Worth Minority Business Enterprise MBE Good Faith Effort Form OFFEROR COMPANY NAME: Check applicable block to describe Offeror :1MNUIDBE_NON-M=/DBF PROJECT NAME: - 2015 C1P Concrete Restoration Contract 6 BID DATE City`s MBE Project Goal- Offerors MBE Project Commitment: PROJECT NUMBER g Rio Rio 101569 If the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror.must complete this form. If the Offerors method of compliance with the MBE goal is based upon demonstration of a "good faith effort", the Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 7 thru 11 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Offeror. EF-allute to complete this form, in its entirety with supporting documentation, and' received by the sing Division no later than 2:00 p.m:on the second City business day after bid opening,exclusive pening date,will result in the bid being considered non-responsive to bid specifications. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a MBE or non-VIBE. {DO NOT LIST NAMES OF FIRMS On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities Rev.2110115 ATTACHMENT I Rage 2 of 4 2.) Obtain a current(not more than two(2)months old from the bid open date) list of MBE subcontractors andlor suppliers from the Clty's MMBE Office. Yes Date of Listing I ! No 3.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? Yes (If yes,attach MBE mail listing to Include name of firm and address and a dated copy of letter mailed.) No 4.) Did you solicit bids from MBE firms,within the subcontracting andlor supplier areas previously listed, at least ten calendar days prior to bid opening by telephone,exclusive of the day the bids are opened? Yes (If yes,attach list to include name of MBE firm, ep rson contacted,phone number and date and time of contact.) No 5.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by facsimile(fax),exclusive of the day the bids are opened? Yes (If yes,attach list to include name of MBE firm,fax number and date and time of contact. In addition,if the fax is returned as undeliverable,then that"undeliverable confirmation"received must be printed directly from the facsimile for proper documentation. Failure to submit confinnatlon andlor"undeliverable confirmation" documentation may render the GFE non-responsive.) No 6.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened? Yes (If yes,attach email confirmation to Include name of MBE firm,date and time.In addition,if an email Is returned as undeliverable,then that"undeliverable message"receipt must be printed directly from the email system for proper documentation. Failure to submit confirmation andlor"undeliverable message"documentation may render the GFE non-responsive,) No NOTE: The four methods identified above are acceptable for soliciting bids, and each selected method must be applied to the applicable contract. The Offeror must document that either at least two attempts were made using two of the four methods or that at least one successful contact was made using one of the four methods in order to be deemed responsive to.the Good Filth Effort requirement. NOTE: The Offeror must contact the entire MBE list specific to each subcontracting and supplier opportunity to be in compliance with questions 3 through 6. 7,) Did you provide plans and specifications to potential MBEs? Yes No 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? Yes No Rev.2M©If 5 ATTACHMENT I Page 3 of 4 S.) Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set? Yes (If yes,attach all copies of quotations.) No 10.) Was the contact information on any of the listings not valid? Yes (If yes,attach the information that was not valid in order far the MIWBE Office to address the corrections needed.) No 11.)Submit documentation if MBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Offeror will provide for confidential in-camera access to an inspection of any relevant documentation by City personnel. Please use additional sheets,if necessary,and attach.) Company Name Telephone Contact Person Scope of Work Reason for Re ection ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MBE participation on this project. The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed 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 shall create a material breach of 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. Rev.2110115 ATTACHMENT1C Page 4 of 4 The undersigned certifies that the information provided and the MBEs) listed was/were contacted in good faith. It is understood that any MBE(s) listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the City's MIWBE Office. Authorized Signature Printed Signature Title Contact Name and Title(if different) Company Name Phone dumber Fax Number Address Email Address CitylstatelZip Date Rev.2110115 Joint Venture Page 1 of 3 FORT WORTH CITY OF FORT WORTH MBE Joint Venture Eligibility Fligibiltty Form All questions Faust be answered;use"N/A"if not applicable. Name of City project: 2018 GIP Concrete Restoration Contract6 A joint venture form must be completed on each project UP/Bid/Purchasing Number: 1.Joint venture information: Joint Venture Name: Joint Venture Address: of applicable) Telephone: Facsimile: E-mail address: Cellular: Identify the firms that comprise the joint venture: Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the joint venture MBE firm Non-MBE twrm name: name: Business Address: Business Address: City,State,Zip: City,State,Zip: Telephone Facsimile B-mai[ Telephone Facshnile Cellular Cellular Certification Status: E-mail address Name of Certifying Agency: 2.Scope of work performed by the Joint Venture: Describe the scope of work of the MBE: Describe the scope of work of the non-MBE: Rev.2110115 Joint Venture Page 2 of 3 3,What is the percentage of MBE participation on this joint venture that you wish to be counted toward meeting the project goal? 4.Attach a copy of the joint venture agreement. 5.List components of ownership of joint venture: (Do not complete if this information is described in jointventure agreement) Profit and loss sharing Capital contributions,including equipment: Other applicable ownership interests: 6.Identify by name,race,sex and firm those individuals(with titles)who are responsible for the day-to-day management and decision malting of the joint venture: Financial decisions (to include Account Payable and Receivable): Management decisions: a. Estimating c. Hiring and Firing of management personnel d. Purchasing of major equipment and/or supplies supervision of field operations The City's Minority and Women Business Enterprise Office will review your joint venture submission and will have final approval of the MBE percentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar amounts/percentages change from the originally approved information, then the participants must inform the City's M/V11BE Office immediately for approval_ Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the City's 9DE Ordinance. Rev.2fl oils Joint venture Pa e3of3 AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. Furthermore,the undersigned shall agree to provide to the joint venture the stated scope of work, decision-making responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessary to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. The undersigned agree to permit audits,interviews with owners and examination of the books,records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the termination of any contract, which may be awarded Under the provisions of this joint venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misrepresentation of facts. _----------------_----------------- Name of MBE firm Dame of non-MBE firm Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Printed Name of Owner Printed Nanic of Owner Signature of Owner Signature of owner Title Title Date Date Notarization State of County of On this day of ,20 before me appeared and to me personally known and who, being duly sworn, did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their free act and deed. Notary Public Print Name Notary Public Signature Commission Expires (seal) Rev.2110/15 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rafe 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 Dril(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 $ 12.25 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 5 crape r 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 DumpTruck $ 12.62 Truck Driver,Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis-Bacon 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 General Notes Division 01--General Requirements General: 1. The Contractor shall be responsible for locating all utilities,whether public or private,prior to excavation. The information and data shown with respect to existing underground facilities at or contiguous to the site is approximate and based on information furnished by the owners of such underground facilities or on physical appurtenances observed in the field.The City and Engineer shall not be responsible for the accuracy or completeness of any such information or data. The Contractor shall have full responsibility for reviewing and checking all such information or data, for locating all underground facilities,for coordination of the work with the owners of such underground facilities during construction and for the safety and protection thereof and repairing any damage thereto resulting from the Work. This Work 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. The Contractor shall notify any affected owners(utility companies) or agencies in writing at least 48 hours prior to construction. a. Notify TEXAS 811 (1-800 DIG-TESS or www.texas811.org)to locate existing utilities prior to construction. b. Caution!Buried electric lines may exist along this project. Contact electrical providers 48 hours prior to excavation : + Tri-County Electric David Alfoore 817-444-7603 • Oncor Zarr y Baldwin 817-215-6184 c. Caution! Buried gas lines may exist along this project. Contact Atmos Energy 48 hours prior to excavation, and within two(2)hours of encountering a gas line(John? Crane: 817-207-2831) d. Caution! Buried communication cables may exist along this project. Contact communication companies 48 hours prior to excavation: + SpectrumlTWC Sherri Tr•ahan 817271-8108 + Yerizon Michael Fenton 469-602-0711 +AT&T Gary Tilory 817-338-6202 e. Caution! When doing work within 200 feet of any signalized intersection,the Contractor shall notify Traffic Management Division of City of Fort Worth T/PW, 72 hours prior to excavation(Lee Soria 817-392-8656).The Contractor shall protect existing signal hardware,ground boxes, detection loops, and underground conduit at signalized intersections.Any damages at signalized intersections shall be replaced at the expense of the Contractor. The Contractor shall contact the City at 817-392-8100 to perform conduit line locates at signalized intersections 72 hours prior to commencing work at the intersection. f. The Contractor shall notify the City of Fort Worth Project Manager 48 hours prior to the start of any excavation(Greg Robbins 817-392-2333). 2, Contractor's personnel shall have identifying clothing,hats or badges at all times which identify the Contractor's name,logo or company. 3. Protect concrete curb and gutter, driveways, and sidewalks that are not designated for removal. Removal and replacement of these items shall be as designated in the drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION GENERAL NOTES Version Release December 18,2017 Division 32—Exterior Improvements General: 1. At locations where the curb and gutter are to be replaced,the Contractor shall assume all responsibility for the re-establishment of existing street and gutter grades.Establishment of grades 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. 2. All driveways,which are open cut,shall have at least a temporary driving surface at the end of each day.The temporary surface shall be considered as a subsidiary item of Work.The cost of which shall be included in the price bid in the Proposal for various bid items. Bike Lanes and Shared Pavement Markings: 1. Proposed bike lanes should maintain a minimum effective width of 4 feet(measured from edge of gutter to center of stripe). 2. Bicycle pavement markings should be located 20 feet from the curb return,stop bar, or cross walk (whichever is applicable)unless denoted otherwise in the drawings. 3. Combined width of bike lane and on-street parking should not be less than 13 feet. 4. If travel lane is greater than 14 feet wide,shared pavement markings shall be placed 4 feet from face of curb or edge of on-street parking(whichever is applicable). 5. If travel lane is less than or equal to 14 feet wide,shared pavement markings shall be placed in the middle of the travel lane. 3. Bike Iane symbol,arrow,and shared pavement markings should be repeated at the beginning of each intersection. 4. On uninterrupted sections of roadway,bike lane symbol and arrow should not be spaced more than 330 feet apart and shared pavement markings should not be spaced more than 250 feet apart. 5. Bike lane symbol,arrow, and shared pavement markings should not be placed at private driveways or public intersections. 6. Bike lane striping should be 4 inches solid white,hot-applied thermoplastic unless specified otherwise in the drawings.All other bike lane pavement markings shall also be white,hot applied thermoplastic unless otherwise specified in the drawings. 7. All dimensions are from face of curb and are to center of the pavement marking. 8. Shared pavement markings should not be used on facilities with a posted speed greater than 35 mph. Sidewalks and Curb Ramps: 1. The curb ramp standard details are intended to show typical layouts for the construction of the curb ramps. The information shown on the standard details meet the requirements shown in the "2012 Texas Accessibility Standards"(TAS)and the"2010 ADA Standards for Accessible Design"by the Department of Justice. 2. City of Fort Worth Standard Details are only intended to indicate pay limits for each type of ramp,the Engineer is responsible for the development and design of the sidewalk and curb ramp layout,including actual dimensions and slope percentages. 3. The Contractor may not make changes to the sidewalk and curb ramp layout without approval of the City. The Contractor may propose changes to the sidewalk and curb ramp layout due to field conditions,but any proposed changes must be approved by the City. 4. Curb ramp running slopes shall not be steeper than 8.3% (12:1). Adjust curb ramp length or grade of approach sidewalks as directed by the City. 5. Curb ramp flare slopes shall not be steeper than 10%(10:1)as measured along back of curb. 6. Maximum allowable cross slope on sidewalk and curb ramp surfaces is 2%. 7. The minimum width of sidewalks and curb ramps shall be 4 feet. CITY OF FORT WORTH STANDARD CONSTRUCTION GENERAL NOTES Version Release December 18,2017 8. Landings shall be provided at the top of curb ramps. The landing clear length shall be 5 feet minimum from the end of ramp. The landing clear width shall be at least as wide as the curb ramp, excluding flares. The landing shall have a maximum slope of 2% in any direction. 9. In alterations where there is no landing at the top of the curb ramp, curb ramp flares shall be, provided and shall not be steeper than 8.3% (12:1). 10. Where turning is required,maneuvering space at the top and bottom of curb ramps shall be 5 feet by 5 feet minimum.The space at the bottom shall be wholly contained within the crosswalk markings and shall not project into vehicular traffic lanes. 11. Curb ramps with returned curbs may be used only where pedestrians would normally walk across the ramp,either because the adjacent surface is planting or other non-walking surface or because the side approach is substantially obstructed. 12. Where curb ramps are provided,crosswalk markings shall be required and ramps shall be aligned with the crosswalk. 13. Counter slopes of adjoining gutters and road surfaces immediately adjacent to the curb ramp shall not be steeper than 5%(20:1) in any direction. CITY OF FORT WORTH STANDARD CONSTRUCTION GENERAL NOTES Version Release Dccember 19,2017 Division 33 -Utilities General: l. For utility work within utility easements, once pipe or appurtenances have been installed or rehabilitated, immediately commence temporary surface restoration. Complete surface restoration to the owner's satisfaction within seven(7)days of work finishing on-site. Failure to maintain surface restoration,as noted above,may result in suspension of work until restoration is complete. 2. Existing vertical deflections and pipe slopes shown on the drawings are approximate and have not been field verified, unless otherwise noted.Rim elevations,flow lines,and horizontal locations of existing manholes were determined from field survey. If field conditions vary from those shown on drawings Contractor shall notify City. 3. Maintain all existing water and sewer connections to customers in working order at all times, except for brief interruptions in service for water and sewer services to be reinstated.In no case shall services be allowed to remain out of service overnight. 4. Establish and maintain a trench safety system in accordance with the excavation safety plan and Federal, State or local safety requirements. 5, Provide and follow approved Confined Space Entry Program in accordance with OSHA. requirements. Confined Spaces shall include manholes and all other confined spaces in accordance with OSHA's Permit required for Confined Spaces. 6. Only City prequalified Contractors,by appropriate Water Department work category,shall be allowed to adjust valve boxes,manholes,ring&covers,etc. Water: 1. Provide thrust restraint by means of restraining joints at fittings and concrete blocking.When specifically indicated on the Drawings,provide thrust restraint at designated joints beyond the fittings:Each method shall be capable of thrust restraint independent of the other system. The Contractor shall refer to City Standard Details for area required to install concrete blocking. 2. AlI ductile iron mechanical joint fittings shall be restrained to pipe using retainer glands. 3. Proposed water mains shall have a minimum cover of 48-inches cover above the top of pipe, unless shown otherwise on the drawings or details. 4. All water services shall be installed above storm sewers,except where shown otherwise in the drawings. 5. Elevation adjustment at connections may be made with bends,offsets,or joint deflections. Joint deflections shall not exceed fifty percent(50%) of manufacturer's recommendations. 6. Temporary pressure plugs required for sequencing of construction and testing of proposed water lines shall be considered subsidiary to the work and shall be included in the price bid in the Proposal for various bid items. Sanitary Sewer: 1. Verify that all connections to the sanitary sewer system are for sanitary sewer only.Notify City of any discovered illicit connections. 2. The Contractor shall be liable for all damages to properties,homes, and basements from backup, which:may result during the installation of new pipe and/or abandonment of existing pipe.The Contractor will be allowed to open clean outs where available.The Contractor will be responsible for all clean up associated with opening clean outs, 3. For all sanitary sewer service connections at manholes,provide a hydraulic slide in accordance with the details. CITY OF FORT WORTH STANDARD CONSTRUCTION GENERAL NOTES Version Release December 19,2017 Storm Drain: l. Maintain the existing storm drainage system until the proposed system is in service. In no case should the Contractor leave the existing storm drain out of service whereby runoff would cause damage to adjacent property. 2. Construct all drainage improvements from the downstream end to the upstream end to allow continued storm drain service.If the Contractor proposes to construct the system otherwise,the Contractor shall submit a sequencing plan to the City for approval. 3. Take appropriate measures to preserve wildlife in accordance with applicable federal, state and local guidelines. CITY OF FORT WORTH STANDARD CONSTRUCTION GENERAL NOTES Version Release December 18.2017 Division 34-Transportation General: 1. Prior to activating traffic signals with new or revised signal timing, the contractor should e-mail Aziz Rahman, Sr.Professional Engineer, at Aziz.Rahman(.fortworthtexas_.gov(and copy Kassem Elkhalil, Professional Engineer, at Kassom.ElKhalil fortworthtexas. ov)at least three (3)weeks in advance to schedule that. 2. if new cabinets and controllers are being installed and the controllers need to be programmed and tested by City Forces;the contractor should deliver them to the City of Fort Worth, Signal Shop at 5001 James Ave., at least three(3)weeks in advance to schedule that. 3. Unless there is a compelling reason, a new traffic signal will be put on flash on Thursdays and working colors the following Tuesday. 4. Switching from old traffic signal to a new one,this should be done on Tuesdays only. 5. Notify Traffic Management Division (817-3 92-773 8) Project Representative at least 24-hours in advance of all concrete pours.inspector must be present when concrete is placed on the project site. G. If applicable, equipment supplied by the City will be available for pick up from the Transportation/Public Works(T/PW)Warehouse at 5001 James Avenue and/or the Village Creek Pole Yard (5000 MLK Freeway). The Project Representative must authorize all equipment pickups. 7. Design consultant shall submit electronic file in CAD format as well as PDF (I I"X 17") of final signed and sealed plans to the City. 8. Contractor shall provide a 5-year manufacturer warranty on APS systems, The warranty documentation shall include the start date(when material is delivered to job site) and the end date of the warranty and the serial number of the equipment. Traffic Signals: I. The City will not provide traffic signal cabinet or traffic signal controller to the Contractor. The cost for these items must be included in the City project budget,or for all privately funded projects, the cost must be included in the bid package for purchase from the vendor. 2. The Contractor shall provide.all materials needed to construct a fully operational traffic signal as ' called out for in the plans and specifications. 3. All existing signal equipment shall remain in place and operating until new equipment is in place and ready to operate. 4. The Contractor is responsible for hauling and properly disposing of salvaged material from the job site to a disposal site of their choosing. The Contractor will not be allowed to drop off salvaged materials at the City yards. Foundations: CITY OF FORT WORTH STANDARD CONSTRUCTION GENERAL NOTES Version Release December 18,2017 1. Dimensions shown on plans for Iocations of signal foundations,conduit,and other items may vaty in order to meet local conditions. All locations of foundations,conduit,and ground boxes shall be approved by the Traffic Signal inspector or the City Engineer. 2. Contractor shall contact the City traffic signal inspector prior to pouring cabinet foundation to be sure that template and bolt patterns are correct for type of cabinet being supplied.Foundation shall be installed per City Specification and City Detail. 3. Pier Foundations shall be poured together in one piece. 4. No signal poles shall be placed on foundations prior to five(5)calendar days following pouring of concrete. 5. Contractor shall clean up and remove all loose material resulting from construction operations each day prior to the work is being suspended. 6. Controller cabinet concrete apron shall be subsidiary to the bid item for the controller cabinet foundation. Cabinet foundation and apron shall be poured together in one piece. Controller and Cabinet: 1. Contractor shall install controller cabinet and connect all associated field wiring. 2. City will install signal timing and program controller. Conduit: 1. A continuous grounded system shall be provided in PVC conduit by running 148 bare copper wire in conduit between foundations and grounding at each foundation ground rod. 2. All conduits shall be Schedule 80 PVC. 3. Electrical service shall be installed per City Specifications and City Detail in separate 2" conduit from the meter to the signal cabinet. Signal Heads: 1. All signal heads shall be McCainT111,Econolit0m,or approved equivalent style and dimensions. 2. All signal heads shall be covered with burlap or other approved material from the time of installation until the signal is placed in operation. 3. All signal head attachments shall be designed such that the wiring to each signal head shall pass from the mast arras through a rain tight connector to the signal head bracing or attachment hardware to the signal bead. A small amount of exposed signal cable shall form a drip loop. 4. All LED signal indications shall be General Electric (GE)Gelcore1111 or equivalent and shall meet the latest ITE standards. 5. Signal heads (all displays) and pedestrian Walls and Don't Walk heads with countdown displays shall have LED inserts. 6. Clam-Shell mounting assemblies shall be used for pedestrian indications. CITY OF FORT WORTH STANDARD CONSTRUCTION GENERAL NOTES Version Release December 18,2017 7. All LED signals shall be of the incandescent appearance. S. All signal heads shall have black aluminum, louvered, single piece back plates compatible with McCainTM,EconoIiteTM, or approved equivalent signal head housings. Traffic Signs and Pavement Markings: 1. All traffic signs and mounting hardware shown on the plans will be furnished and installed by the ,contractor including the metro street name signs. The contractor shall provide a detail sheet for the metro street name signs with block numbers to the City for approval prior to fabrication and installation. 2. Existing stop signs and posts will be removed by the contractor upon,or before,the signal turn-on. Detection System: 1. The Contractor shall furnish and install the IterisTM Vantage Vector Hybrid Detection System and cable. 2. The Contractor shall install,aim acid program all detectors as per City Standard Specifications and . City Details. 3. The Contractor shall refer to and City Standard Details and project plans for detection zones placement. Emergency Vehicle Preemption Equipment(EVP): 1. The Contractor shall furnish and install the Opticom"m EVP (detectors, cable, and discriminator units). 2. The Contractor shall install the EVP detectors on the mast artu as shown on the plans and appropriate City Detail, and run one continuous EVP cable from the detector to the cabinet. Installation of the EVP system will be paid for per bid item. Accessible Pedestrian Signal(APS): 1. APS units with audible message shall be installed on all TxDOT Locations or at the direction of the City Engineer. 1 APS units shall comply with the latest version of the Texas Manual on Uniform Traffic Control Devices(TMUTCD). 3. APS units shall be installed per City Standard Specification and City Detail. Battery Backup: 1. If called out for in the plans, battery backup units supplied shall comply with the City Standard Specifications.Installation shall be completed per City Standard Specifications and City Detail. Traffic Control: 1. The Contractor shall submit a Work Schedule, Traffic Control Plan, and acquire a Development Permit from Development Department, at 200 Texas Street. Contact Chuck McLurc (817-392- 7219). CITY OF FORT WORTH STANDARD CONSTRUCTION GENERAL.NOTES Version Release December 19,2017 2. The Contractor shall be responsible for the safety of pedestrians and motorists in the area of the traffic signal construction site. 3. Roads and streets shall be kept open to traffic at all times. Contractor shall arrange construction so as to close only one lane of a roadway at a time. 4. All construction operations shall be conducted to provide minimal interference to traffic. All traffic signal equipment installations shall be arranged so as to permit continuous movement of traffic in all directions at all times. 5. Contractor shall be responsible for any signage necessary during construction. 6. Unless otherwise noted, it is the contractor's responsibility to ensure that signal indications and timing are adjusted and maintained to ensure safety in work zone at all times. 7. Any traffic signal modifications during construction are subsidiary to traffic control plan (TCF) pay item. 8. Any traffic signal modifications should be in compliance with the latest version of the Texas Manual on Uniform Traffic Control Devices (TMUTCD)and the City of Fort Worth Standards. 9. The contractor shall submit any proposed traffic signal modifications to the Traffic Signal Section for their approval ten(10)days prior to any changes. Electric Service: 1. Install the required electric services and obtain an electrical service permit in each instance,cost of which will be paid by the Contractor. 2. The electrical service shall be 100 amps with 120/240 voltage branch circuit and shall comply with City Standard.Specifications and City Details as applicable per plans. Luminaires: 1. The City will not furnish luminaire material to the contractor. The Contractor shall furnish and install LED luminaires for traffic signals in accordance with the latest City Standard Specifications, City Details, and plans. 2. All new streetlight pole types shall match those of the surrounding area of Fort Worth for which they are being installed in.Contact the City Traffic Management,Street Light Section at(817)392- 7738 for direction on light pole types allowed areas. 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BW � w Lo R 60) F Z + 7 LL 10 n E&O n S q, m Ia _ oN 4 r '. o j ff a F FA d Ci inn ti•+�. w u 9 pP. ni L r w H FF a cv T a N f bg I � w 00 \ LO \/ 2E 3 § 00 co \w (\ \0 % 4e- s § . � U � 7 m ƒ e \_� m \ A \\ w JG / Lo \) \ Lu c) O � LU cg >e\ ; \ A ` �N k \\ e � \ � cn ( �cn IL U) � \ \\ � \\$ � 0§ k\ § \ �t ( E }§ ° <0 � \ ) < % 2 . ) § § 3 Dl LO § j \ Ix Ln� \ �/ \\\ to � Ul z z w NOTES TO DESIGNER: 1. FILL 114 BLANKS AND/ OR VERIFY ALL TEXTS; IN BLUE. FIRST POUR SECOND POUR CONSTRUCTION JOINT WITH SILICONE JOINT SEALANT PER 32 13 53-DS18 -L-T T12 ...... .... ... Ml PROPOSED SUBGRADF #XX BARS 0 XX- #4 K 36' DEFORMED PER TYPICAL O.C.e.w. BARS 0 XX" O.C. ROADWAY SECTION TYPE 1 FIRST POUR SECOND POUR CONSTRUCTION JOINT WITH F SILICONE JOINT SEALANT PER 32 1.3 13-DS18 T/2 PROPOSED SUBGRADE JXX BARS 0 XX' LAP BARS --- PER TYPICAL ROADWAY o.c.B.W. FROM FIRST PouR SECTION A MINIMUM OF' 40 BAR DIAMETERS TYPE 2 I qCONSTRUCTION CITY OF FORT WORTH,TEXAS REVISED:08-31-2012 JOINT 321313-D5111 NOTES TO DESIGNER: 1. FILL IN BLANKS AND/ OR VERIFY ALL TEXTS IN BLUE. CONSTRUCTION JOINT WITH #S x 18" DEFORMED BARS SILICONE JOINT SEALANT DOWELED AND EPDXYED INTO PER 32 13 13-D51 B EXISTING PAVEMENT 0 XX" O.C. #XX BARS 6 XX" O.C.B.W. PROPOSED PAVEMENT PER SECTION 32 13 13 EXISTING CONCRETE PAVEMENT )• _ T :.. - .. � 17.E - 9.'. PROPOSED SUBGRADE PER EXISTING N TYPICAL ROADWAY SECTION SUBGRADE MI - � CITY OF FORT WORTH,TEXAS REVISED: 08-311-2012 �1�T ®RT CONSTRUCTION JOINT (BETWEEN EXISTING AND PROPOSED PAVEMENT) 3213 'i S-D5'I NOTES TO DESIGNER: 1. FILL IN BLANKS AND/OR VERIFY ALL TEXTS IN BLUE. EXPANSION JOINT, FORDED GROOVE #XX BARS 0XX" SCONE JOINT" NT'SEALOERSANDH O.C.B.W. 6" g" `REDWOOD EXP. JOINT FILTER PER 32 13 I3-D517 2" / 04" MIN. CLEARANCE T ,, t ;i■" PROPOSED ' ■' `� ... x .. .r: •; F BCAL R PER `• ! TYPICAL � ,•: TYPICAE_ ROADWAY �' =� SECTION h -ii IL I Irl_-i i I- I-I I -11 11-11 i 11-11191 DOWEL SLEEVE OR fXX x 24" SMOOTH 16" CAP TO FIT DOWEL DOWEL ®12' O.C. DOWEL COATING AND BE SECURED W/GREASE BAR STOP DOWEL SUPPORT OR BASKET �� ���T CITY OF FORT WORTH,TEXAS REVISED: 08-31-2012 EXPANSION J©INT 32 13 13-D5'i3 NOTES TO DESIGNER: 1. FiLL IN BLANKS AND/OR VERIFY ALL TEXTS IN BLUE. #XX x 20" SMOOTH EXPANSION JOINT WITHOUT #XX BARS ®XX° DOWEL 0 XX" O.C. DOWEL SUPPORT BASKET O-C.B.W. INTO EXISTING PER 32 13 13—D517 PAVEMENT PROPOSED PAVEMENT PER SECTION 32 13 13 iYa" MIN. CLEARANCE EXISTING CONCRETE PAVEMENT 2' MIN. T�2 ' » } • T wry. _ _•0:�. p�I ��' .. �Er�-., 'O _ �$�" -b.-�r.�� •"aR'. PROPOSED ": r' '..'• 7. r. = — — — SUBGRADE sii sis—tis-4is—i t—s s t sii is a s t i—i i s s s tl s s i—iis e s—s i—sis—t s—sir—oT�s i s i PER TYPICAL 6 ROADWAY DOWEL SLEEVE OR CAP SECTION EXISTING MIN TO FIT DOWEL AND BE SUBGRADE SECURED BAR STOP CITY OF FORT WORTH,TEXAS REVISED: 08-31-2012 ��1t'I` �1�T�I EXPANSION CONSTRUCTION JOINT BETWEEN EXIST AND PROP PAVEMENT) 32 13 13-D514 NOTES TO DESIGNER: 1. FILL IN BLANKS AND/OR VERIFY ALL TEXTS IN BI_UE- 1XX BARS ® XX" SAWED DUMMY JOINT WITH O.C.B.W. SILICONE JOINT SEALANT PER 32 13 13-D518 10" T/2 PROPOSED SUBGRADE PER TYPICAL ROADWAY SECTION DOWEL.SUPPORT OR BASKET #4 x 20" SMOOTH DOWEL BARS 0 XX" O-C. oRTWORTH CITY OF FORT WORTH,TEXAS REVISED:08-31-2012 CONTRACTION JOINT 32 13 13-D515 NOTES TO DESiONER; 1. FILL IN BLANKS AND/ OR VFRIFY ALL TEXTS IN BWE• SAWED DUMMY JOINT W #XX BARS 0 XX" SILICONE JOINT SEALANTN O.C.D.W. 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J--Contractor: 'll 21„ Contractor's Nam() 2 2 i Questions on this Project Call:_ 1 (817) 392 XXXX 11" After Hours Call: (817) 392 - XXXX 2 � 21„ 2 "TYP. Rill TYP. NOTES:FONTS: IF N APPLICABLE TO THE PROJECT, FORT WORTH LOGO IN CHELTINGHAM BOLD CONTRACTOR SHALL OBTAIN VINYL ALL OTHER LETTERING IN ARIAL BOLD STICKER"CITY GAS LEASE REVENUE IN ACTION"1 LOGO AT CDR SIGN AND COLORS: ENGRAVING,6311 EAST LANCASTER FORT WORTH-PMS 288-BLUE AVE(817461-4684),PEEL AND PLACE LONGHORN LOGO-PMS 725-BROWN IN FUNDING SECTION. LETTERING.PMS 288-BLUE BACKGROU ND-WHITE BORDER.-BLUE PROJECT DESIGNATION SIGN CITY OF FORT WORTH - CONSTRUCTION STANDARD DRAINING No. 1 - H DATE: