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Home My WebLink AboutContract 46823-CO1 MYSECRETARY OUNTRACT VO.I'LA75- (01 rcrm2146-L IRaw.101111 CONSTRUCTION CONTRACT CHANGE ORDER NUMBER: 1 Pd9v t ur 1 — I.CONTRACTOR: THE FAIN GROUP CC$J: 0902-4$-582 2-Chdngr;Order Work Limits:Sta. N/A to Eta. N/A Project: CM2006(B54) 3.Type of Change(on federal-aid non-exempt prnjerts): (MajodN1Inor) US 377 Highway' 4.Dmrribe the rhange and the reason for the chainge order• WhPIn necessary,include County, TARRANT exceptions to this ag rreertlerit. District FC1RTWORTH (t)Mill and overlay of the itltersectidn of Camp Bowie and'Westridye. (2)Addition of message boards for the dtuation of the construction contract. (3)Remobilization costs Waited to the need W acquire TxDOT utility perrrtlt at the Contract outset of the project, Number: (4)Removal of an old signal pole pips~protruding In the medians along Camp Bowie an the east side S.blew or revised pian sheets)are attached and numbered: 26-2$,43'74'9T,116,117,XXX C-1-C-3,W LBt-5 Each signatory hereby warrants that each has the,auttl ori ty to execute this Change order, FJesl9ningrNisehnr,gcnrdrt,rho fnhirattor"kr irowavemFgandrill The Followtn!UInformadanmust beprovided claims far addlrianal cnmpensat on due many and all olhere tpensest addlrlanalehwMeskxtime,watheadardpraflt;orlassofcarnpenudon TlmeE�xt.#: t [)My$added ontltitsC,D.: 4 as a result of thisehange.Ftrrtht r,the tantrattarag ccs that this agreemmt - —is made Int artoridti"with trem4 and the Comtr r#.Egz-eptians should he hated In the rrspamw for 6 ahawt. Amt. added by t his oha ngp o We r: S 80,182.64 For TxDf9T use only: THE CC1t+iTlv4 7" R Date Days participalling: Ey _ _ Amount participating: TypedWrinted Name Noel 5archez Signature Cate TypedlPrinled Me Project Manager Name/Tide RECOMMENDED FOR EXECUTION: Name/Tit a Warne77RIe f Date ' [ PFR0Vt:F � ❑REQUEST APPROVAL TIV14 Narne/If tle Date Na efiltle Date PPRMFD ]RF(2UFST APPROVAr Nam frit 10 i [Date NamelTltle Date LJAPPROVFn LJRFgDF57APPROVAL F Oat@ IL NarneMtle D 0 F }� ,t ©APPROVEn *...................a.... ,* 14 Y LRI. oit0 AS&Sftd R8 USSETTE ACEVEDO .� Alt lt T YL •.s s..,-r■rsya...si.......... -s+., * O *�i1-�'+ - •. 99548 r` ,' � ` ' Maty ser, tyy Secre ` {O7NAI- �O 00 V In A W N O 00 V 111 A W N D \ W Ol O W m m m D o .. 3 n o m m ;)om p v v m m � m v n' r r_ m r_ > > r_ m m m m m m m m m r m m m m O m S C C m v v v v v v v v v m y c X X m m D D D D D D D D D + D m cu Ln T -n < < < < < < < < < N m ° 5m m T. T. T. T. T. T. T. T. T. n D �n ° O O D d 0 CL z y p 3 0 A m fl p m A A m A A oC Z m LI 0 D Dp fDl m o O o 0 o O H N o _ D A - Z m � O N y O v 0 v o 0 0 o N a C m r mm � r r r m r r r r r r r r Ln r n D T D D O T T T D T T T T T T T -n In re Z c ° Z L^ 0 0 � ° Z x n 2 Z Z C A V < a to N A n InW N O In In W In O O In In N O N N �O m m �' O O O O O b, A V O W A Ln LO In � lV n O O O O O O O In In O O O In O O O In V A T rDCL a O o Z C O p m -� W lNn O O N 0 0 O O O O O 0 0 O O O O O j a 'A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o m r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + 0 m v ; M m O Z Ln �D O v, r�i Ln o W W W O In O O O O N O O O O A O O O O O O O m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p m O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o C V m m p -Zi C D t N V In jN A J N A "O _ N W N 00 N O 00 W ` W N O O O W In In O In O In O In O O O O O O O O O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m O N m W m n 3 a vi m N w n o- oNo Ln v � � rn N o Ln Ln W Ln Ln O a In — W W In W CO O V O W In N O In In CO �O 1 W 00 O to to O� O N a\ , E In a\ 00 N N a\ V N aD O O O O O O O I'O IJ O O O O In O In O w O O O O O O O O In In O O O O O O O O O A n z c 0 o ❑ Z c NO m r 00 O ' I V W A S C 70 On In 00 — W cr% N In In N In In A C Z D ❑ O ? W W O W O 00 O V O W In "0 O N In 00 "O Z Z N O O to Oj O N A 00 to C, A N N a\ V N w � m O O O O O O O O �O ti O O O O In O In O 8 WL "I O O O O O O O In In O O O O O O O O O A 0 W O m m 3 n _N 0 7 rn y r � D m W � o 3 rD y 0 0 3 o 0 E 7 0 a � o z N 3 Z 0 N � N a ° n < Z n a C= Z z v � n m n A Z C= z z m 1 � 0 m� + - m mA Cm < Z 3 0 C 0 `^ `^ 0 00 � � y 0 C. A C D -zi n =i ^ z m 3 `aa, aa, 0 o o y coWw 1 m ON cp Z < a m � 0 o C Z co co z N N FoRTWORTH Date: September 16, 2016 To. Iftekhar Ali TxDOT Representative From: Lisset:te Acevedo, P.R., Sr Project Manager Cite of Fart ort:a Subject:; 01786 Ridgl+en Urban 'Village 5tr�etscapr� la�xl�rc��rncgits Change Order 41 The City is submitting this change order to include: (t) bill and overlay of the intersection af Camp Bnwte ]Boulevard -eiml Westr[dge ,A.vemie, (2) addition of message bQards for the dtj 'ation of the co simotion contract, sand (3) tho removal of an old sigma] bole pipe protruding ill the median alung CEimp Bowie Boulevard on the east side, In acidities] to the quantity changes, the Contractor is requesting an addificnal four (4) ivotkiiig days to c€xmpfete the !Hill and overlay work. A raview of the change order quantities and unit prices was perforined. The following bid ilenxs inclucicd in the; change abler micre in the original bid and the unit prices remaitaed unohangtd: Existing Bid Items _ Additions Deletions CO Item � e I CO tm -�� No, Descriptiall Iterr. RBFL PAV hail TY I (W) 4" EI•rlM Id.XT IAV MRTI, & MRKS SLID(I MMIL 1 4":) 6 REFL PAV MRIC Tei' l (Y) 4" 2 HUM UXT P.4 V MILK & NIRI<.S $ 7- REFL PAV M PK TY II (W) 4" (SLD) REF PPV M TY II (Y) 4'" l� SLD 13 PAV SURF PREP FO VI� (4'!) 15 D-GR HMA. (METH) TY_D SAC- B P070-22 LA"ITX.ADDITIVE TRANSPORTATION TION AND PUBLIC 'WORKS DEPARTMENT MiE C i-r of F4Rr Wmai9 * IM)TimicKwit'Ton S-riuor * FoRT Worrm,Texhs 76102 117-392-7913 - FAx 817-392.8092 Ptin co res xled paper FORT WORTH The following tabic summarizcs the nc�,v lain items and associated quantities wid unit prines, New Bid Rems Addit oils C() _ _ TxDOT Iten-1 Desci iption Quantity Unit Unit Price Avg Tov Difference No. Bid Price 1 Message Boards 1 LS $14,I99.34t` $83.9 ay -$28.47* 2 PLANE A SUP CCNC 1930 SY $12.17 � $2.36 +$9.81 Pry 0"1.0 2") 3 REF PAV MRK TY I 480 LF $L15 $1.25 40.10 5 REFS.PAV WK TY 1 2.20 LF $2.30 S0.91 _ x-$1.3 9 8" (SL.1 101711x IL) _ 7 REF FAV MIT TY 11 480, LF $1.15 S1.00 T$0.I5 (W) 4" (DOT 9 1 EF'L PAV MRK TY IT 220 LF $2.30 $0.34 -$1.96 (W) 8" (SLD) I I REEL PAV MRKR TY I- 35 EA $5.75 $5.00 +$0.75 -- LIM EXT PAV & _._ 12 I 593 LF I $1.15 S0.'?I -x$0. 4 _ ll1„) _ -14 PAV SURF PREP FOR 22.0 LF $0.60 $Q.20 +$0.40 MRI K _ 16 EL 1 M EXT PARI MRK 12. RA $3.G0 n a TY I-C _ --- R133MOVE STEEL PfPE ~- 17 IN ME-DIAN ON EAST I EA. $53.5.00 .)/,I SIDE Price includes 2 inessage boards for duration otproject(128 work ijig days). Tliis cakLlhltC5 to a daily price of $55-47 PCT message boaM. 'f lira Contractor's proposed tunit prices Bor the pavemenC markings and ntarkers ai-e nhove die Foo Worth District's average Uliit prices, but City staff considers these to he fair ai-id 1 usoiinblc considering the low quantities involved The unit price forthe inessage hoards-was $28.47 helo-vv the TxD0T av=ge unl( price. The ILim}a SUM price pj,,o +ided by the Contractor ircIuded two (2) message boards for [lie duration oaf the project (128 wurking days). These boar6s wei-e needed due to the frequent change in lane closures necessitated by the type of�vcrk being perfornied. The unit price for tlic aspkaalt milling (PLANE ASIP CONC PAV (0" to 2") vas $9.81 1 SY above the TxDOT average unit price. Similar to the pavement marlin and marker utai 1 prices, City staff also aonslders this unit price ID he fair arid rensanable roll;ider tht� ]ow quaii(it); can,l 2 TRANSPORTATION AND PI BUB WDA DEPARTMENT THE 0TY or Four WoFuH * 1000 711EtU KMORTO S'TREFT * FOI1T Wom-H.T&ms 75102 817-392-7913 r r ti,x A 17-392-8092 ,)11FIONXI On recpclud NIIN FORT WORT the oongcslc�rl Intersection area than the milling operations: %will tape pIace. The typical TxDD-F p1'e_ject ,.hal wou[d inv,[ude tbs bid item are larger projects ofstraight lire millinc" City staff also considers the four (4) rew bid items unit prices (Nos, 1, 16, Hnd 17) dint are no( included in. the TxDOT average unit price database me also fair and rc-as€nable. City staff considers the Contractor's request for four (4) additional working days to complete the Mill and overlay of the intet:section to be rair and reasonable. Devised anti new plan sheets are also incEaded ir► this Ciange order. 'Che following plan sheets are Included: a Field changes were made to sl-iee% 1 16 and 1.17 to refient existing water line [or,-alons as reflected itl RFI W.I. Ti-af iic Control Flan for WiaterlInc C, sli cls C-1 - C-3 o Modifica[ion to ct'osswollc traffic control needed to accommodate construction of Nvaterline C. Field c FORT WORTH cc: Pub-hia NevAujl, City of Fort WmTh, Senior Flamer, Plannin.- and Devc]Dpinent l-ric l+ladager, City arFort Wortir, Manager,Pkawirg and Development Cyar.•les"Cl'aicic" lvl I. jn-a, City of Fort Worth..Sr. Engineering Techniciail, Pfanaling aild OvvellipiV eni Roy Scharr"eilbu , lnspecto:, Lamb-Star Emrnarnuel Meto, Construction Inspection Supervisor,Transportation and Public Works Witham Tadd Estes, Engineering Manager, Tin,,nsporlation and PubUc,Works l spar tmerit Protect File TRANSPORTATION AND PUBLIC WORKS DEPARFMINT Trte CrrY of MOR7 Wo wm R 1000 Twom moRTaN S7'r2EE'r * `''om WomN,Tmk� 76102 817-392-7913 1, lnxtl7-39e' 2 Primed w5 Irxyc"pmFcr Mak° 17.2D 16 ��titt 11rr1s�1c1 kiinlea 11nFt� 9O1 C'1rCiTY StIWI t.IniL I I Sade 95r5 I' F 701112 I rra 1��3ri15. Irsl�ccLQr; Ro��Scharlenborg CC'- Usselic Accvcd7 Rc Ridglea Liibm Village ITO rt I Mill ilig&OYerla)' K-1 r.Aii7nitl: 13eIn�Y s1IV the r;rislsa';10L i lterl wi1h lllc uldItiatis in the IniII111 ;incl 0%UFIW,' [011hu RjLIE Iea LIulmn VjIIage 11ri)JL-cl.The add iti®ital nAIIiiig and ovi!rlav was recommended by Tx DOL too a)-oid k:•n,, Iain `s tns, I'kusc reYie%v zind Ict ras know irtIioc avc nCCGl)lab IQ W� IVFauld ask I`m'4 eidItimll jI wut-kili�,(Iays to L:0[11this ttwt. Description n1v BI1 I Unil Prim Total New Aem RUL PAVPARK TY!(M 4."'X-n,;MMIQ 480M LF 51.15 v 552.66 REF{_PAV MRI TY I%"WI a"(SL0)(140f IL) 220.00 LF $2,30 5 506.40 REFL PAV MRK TY II(Yk6 d"()07} 480.00 LF $1.15 $ 552.00 RUL PAV MIRK TY II(%)8"(SLD) 220.001 LF $2.34 $ 50.00 REFL PAV MRKR TY i-C 35,00 LA $5.7. $ 201.25 FLIM ERT PAV Pml K&NIRKS 41 50.00 LF $1.15 3 G91,95 PAV SURF PRFP FOR LIRK 01 220.00 LF $6.60 3 132,00 RFh GVF STEEL PiIPE IN MEDIAN ON EAST SIDE 1.00 EA $535.O0 a 535.0 MESSAGE BOARDS 1.0111 L5 514 799-34 $ 14,199-24 PLA ME M3 f CO NC PAVE(0-2"I 1,930.00 SY $12.17 $ 23.4aR.1O ELIM EXT PAV MRK'TY 1-O 12.40 EA $3.3U $ 36.00 LxiMiOg Mill REFL PAV MR<TY I�W)4°(SLD)(1O4MIL) 65.00 LF $1.50 127.54 REFL PAV MR,4 TY I(Y)d'(SL❑)(100M1L) 195.CCJ LF $1.50 £ 202.50 REFL FAIL MRK TY II(W)4"(SI-01 8.5-001 LF $0.40 $ 34LOO REFL PAVMRK TY II 4"(31-1)} 696.00 LF $5.0D S 975,00 PAV SURF PREP FOR MIRK(4") 7$0.00. LF SO A4 S 304.M 2"TY❑kIpm PwC-22(Vt Add) 1&B.aO 714 "SIDI S 37,8fl0,I)n T*l 15 80,922.54 Plensf contact me iF}'Qu Iiave any yiiesJ nis. Si97ccrel}•, I.an- I ra Av r ,CFW Change Order Approval PD-COAppr02 Page 2 of 3 FORT City-WORTHo oChange Order Request Approval (Change Order Breakdown Available in links) For Change Order Submittal No.: 1 Change Order No.: 'PD-COAppr02 Date Started: 2016-05-23 City Sec. No.: Date Due: '2016-07-12 Project Name: 01786 - The Ridglea Urban Village Streetscape Project Project Numbers: DOE Numbers: Project Color concrete pattern crosswalks, ADA ramps and landscaping, Description: minor utility work, asphalt overlay Project Manager: Lissette Acevedo City Inspector: Roy Scharfenberg Contractor: The Fain group COUNCIL ACTION (If Required): M&C Log Name: ' M&C Number: M&C Date: COST AND DAYS SUMMARY: Requested Department: Cost($) Fund Account Center: Days: Planning and Development $ 80,182.64 31001-0060419-5740010-01786-00 4 Total Cost: $ 80,182.64 Total Requested Days:'4 Approval Status: https://projeetpoint.buzzsaw.com/ bz web/Foi7ris/FormPrint.aspx?Site1d=51500&ProcessI... 6/29/2016 CrW Change Order Approval PD-COAppr02 Page 3 of 3 Approved: Yes Comments: User. Larry Frazier Date: 2016-05-25 10:07 AM Approved: Yes Comm encs: User. Lissette Acevedo Date: 2016-05-31 1:12 PM Approved: Yes Comments: User: Patrina Newton Duke: 2C16-05-31 2:39 PM Approved: Yes Comments, User: Randle Harwood mate: 2016-06-09 9:45 AM Approved: Yes - 0-0 Comments: User: Doug Blau � Date: 2015-06-29 11:28 AM f 1 'SeCs'e ' Approved: Yes Comments: User: Fernando Costa =NO Bake. 2016-06-29 12:36 PM C IZ&3QUIRJEE � .��-R. Action Required, httpa:flpio.jeotpoint.buzzsaw.coxnl, 6z_.vweVFormslFortnPrint.aspx?S teId=51500&ProcesrL. 6129/2016 ORT t3RT i,. City of Fort Worth CIW SFCRETJ4 Change Order Request Breakdown CONTRACT MO. Nect Narrel Ridglea Man Village Streetscape Improvements City Seo# 1 46823 Client Project#(s)l 01786 confractar The Fain Group PM Lissette Acevedo lngpeclorl. Roy 5aharfenberg Change Order SubmItal# 1A Oat] 411412th 6 Dept,. Plarihing later Contract Time Totals [? Original ContractAmount $274,322.00 $272,646.00 $546,968.06 128 Extras to Rate Credils to Gate Fending Change Orders(in MBC Process) ContraclCost toDate $274,322.00 $272,646.110 $646,963.00 128 Amount of Proposed Change Order $80 1187.64 $0.00 $88,162.64 4 Revised CoatractAmount $354,504.64 $272,646.00 $627,150.64 132 Original Funds Available for Change Orders $0,00 Remaining Funds Available for this CQ $018 $0.00 Additional Funding(if necessary) $80,182,64 M,182,64 C14ANCE ORDERS fo DATE(fNCLUMG THIS ONE)AS%OF OFC MAL COfdMCT 14.60% MAXALLOWABLI:CONTRACTAML,,URT(OMGINAL CONTRACT COST+259) $683,710.00 JUSTIFICATION (REASONS)FOR CHANGE ORMR _ 0)TxDOT,as a requirement of the appruval of the Wity perm[l,is requiring the City to mil!and overlay the project to provide a uniform looking roadway altar the installnfian of water lines and crosswalks. Pavement markings%will also be updaLed for the whole intersection as a result, (2�The Cityfequestad the Contractor provide massage boards to be installed one week pdorlo shifts in TCP: (3)A steel pipe needs to be removed tram the median on the easlside. (4)The additional 4 days are required for lhe milling of the road tied and asphalt replacement. {5}i xDCT has required that ah field changes to the TCP for the water`line instaIlalion be included in the Chenge Order. The Reid change plans are included and are sumwarJzed below: -212312016:Water Line C Sheets 1 -3 •31112C16: Phase 7 Sheet 2 of 2 31212016-Waler Line 8 Phase 1 and 2 -312912016,Phase 1 Shuelu 1-2 and Phase 1 Delour FORT WORTH City of Fort Worth Change Order Additions Project Name I Ridglea Urban Village Streetscape Improvements City Sec# 46823 Client Project# 1 01786 ConUactor The Fain Group PM Lissette Acevedo Inspector Roy Schadenberg Change Order Submittal 11 FfA Date 4/1412016 ADDITIONS --ITEM— DE9CRU7RW— DEPT Qty Unit Unit CostTotal I Message ars annng 1.00000GOOl LS T71=-77". 2 PLANE ASHP CONC PAV(0'TO 2') Planning 1,930.00000 00 SY $12.17 3 REFL PAV MRK TY I(W)4'(DOT)(100MIL) Planning 480.00000000 LF $1.15 4 REFL PAV MRK TY I(W)4'(SLD)(100MIL) Planning 85.00000000 LF 50 5 REFL PAV MRK TY I(W)8-(6LD)(100MIL) Planning 220.00000000 LF $2.30 6 REFL PAV MRK TY I(Y)4'(SLD)(100MIL) Planning 195.00000000 LF 50 7 REFL PAV MRK TY If(W)4'(DOT) Planning 480.00000000 LF $1.15 8 REFL PAV MRK TY 11(W)4-(SLD) IPlanning 85.00000000 LF TO.40 9 REFL PAV MRK TY it(W)8'(SLD) Planning 220.00000000 LF $2.30 10 REFL PAV MRK TY II(Y)4'(SLD) Planning 195.00000000 LF 5.00 11 REFL PAV MRKR TY I-C Planning 35.00000000 EA $5,75 12 ELIM EXT PAV MRK i£MRKS(4') Planning 593.00000000 LF $1.15 13 PAV SURF PREP FOR MRK(4') Planning 760.00000000 LF $0.40 14 PAV SURF PREP FOR MRK(8') Planning 220.00000000 LF 50.60 15 D-GR HMA(METH)TY-D SAC-B PG70-22 LATEX ADDITIVE Planning 168.00000000 TON $225.00 16 ELIM EXT PAV MRK TY I-C Planning 12.00000000 EA 3.00 17 REMOVE STEEL PIPE IN MEDIAN ON EAST SIDE Planning 1.00000000 EA $535.OD Planning $80,922.64 Water $0.00 Sub Total Additions $80,922.64 Change Order Additions Page 1 of 1 FORT WORTH City of Fort Worth Change Order Deletions Project Name Ridglea Urban Village Streetscape Improvements City Sec# 46823 Client Project# 01786 Contractor The Fain Group PM Lisse(te Acevedo Inspector Roy Schadenberg Change Order Submittal# 1A Date 4/1412016 DELETIONS -ITEM— DESCRIPTOR — DEPT ty Unit unit cost Ola I 5UwizXT—pAV-MRK—&wRR8(24.3 Planning 128.00 LF ---T5—M 2 FLIM EXT FAV MRK&MRKS(ARROM Planning 2.00000000 EA 50.00 Planning $740.00 Water $0.00 Sub Total Deletions $740.00 Change Order Deletions Page 1 of 1 —M/SBE Breakdown for this Change Order M/SBE Sub Type of Service Amount for this.CO Total $0.00 .__... . ... .. Previous Change Orders CO# DATE AMOUNT Total $0.00 ID ask Name Duration Start I Finish (Predecessors I December December 20 1 January 3 5 1 6 7 1 8 1 9 110 111 '::12 113 114 €15 116 117 118 119 120 121 122 123 124 125 126 127 28 129 30 131 1 1 1 2 1 3 1 4 1 5 1 6 1 7 8 1 9 10 11 12 13 1 1 1Ridglea Streetscape 181 days?` Mon 12/7/15 Mon 8/15/16 2 Ego 1 --NTP 0 daysMon 12/7!15 Mon 12/7115 - - 12/7 Project Postpn ed du--to TxDOT Utility Pormit and Holiday Traffic 3 4 Water Line Installation 82 days?' Mon 1/25/16 Tue 5117/16 2FS+35 days 5 Water Line A&C(Northside) 20 days Mon 1/2.5/16 Fri 2/19/16 6 i Waterline B&C(Southside) 18 days' Mon 2/22/16 Thu 3/24/16 5 - Tue E 7 t 'Rain Out 1 day Tue 2/23/16 Tue 2!23/16 6SS+1 day 8 'Rain Out 4 days; Tue 3/8/16 Fri 3/11/16 7FS+9 days 9 [ "Rain Out 1 day' Tue 3/15/16 Tue 3/15/16 8FS+1 day 10 *Delay due to Utility Investigation 16 days, Fri 3/25/16 Fri 4/15!16 1 11 *'Rain Out 5 days Mon 4/18/16 Fri 4/22/16 10 — --- ------ -------- --Mon-4/25/16 -- 12 Water Li—ne le-- -1-ns-- --- 9 days Thu 5/5/16 13 ® **Rain Out 1 day? Mon 5/2/16 Mon 5/2/16 11 14 Pigged(Chlorination)and pressure test 6 days Fri 5/6/16 Fri 5/13/16 12 1 15 -- -- 16 Mill Work 2 days Mon 5116/16 Tue 5/17/16 14 17 - 18 Phase 3&6 and 7 South Section 20 days Wed 5118/16' Tue 6/14/16'16 f 19 ® Install Phase 1 TCP 1 day' Wed 5/18/16 Wed 5118!16 20 Install SW3P Devices 1 day' Thu 5/19/16 Thu 5!19/16 19 21 Demo 3 days Fri 5/20/1611 Tue 5/24/16 20 { 22 Excavation 2 days; Wed 5/25/16 Thu 5/26/16 21 1 23 Flex base subgrade 2 days, Fri 5/27/16 Mon 5/30/16 22 i 24 HES Concrete j 2 days! Mon 5/30/16 Tue 5!31/16 23FS-1 day 25 Asphalt subgrade 1 3 days Tue 5/31/16 Thu 6/2/16 24FS-1 day 26 Stamped Concrete I 5 days Fri 6/3/16 Thu 6/9/1625 27 Sidewalks f 3 days, Tue 6/7/161 Thu 6/9/16 26FF i 28 Ramps 3 days; Thu 6/9/16 Mon 6/13/16 27FS-1 day j 29 Backfill&Sod 1 day, Mon 6/13/16 Mon 6/13/16 28FS-1 day 30 Clean up I 1 day' Tue 6/14/16 Tue 6/14/1629 31 I 32 Phase 2 (Median) 15 days? Wed 6/15116 Tue 715/16 30 --- — I 33 Install Phase 1 TCP f 1 day Wed 6/15/16 Wed 6/15/16, 34 Install SW3P Devices 1 1 day Thu 6/16/16' Thu 6/16/16'33 35 Demo 2 days'' Fri 6 7/1 /16 Mon 6/20/16 34 - - -- 36 Excavation 1 day Mon 6/20/16 Mon 6/20/16 35FS-1 day 37 Flex base subgrade 2 days' Tue 6/21/16 Wed 6/22/16 36 38 HES Concrete 3 days Wed 6/22/16 Fri 6/24/16 37FS-1 day 39 Asphalt subgrade 2 days, Fri 6/24/16 Mon 6/27116 38FS-1 day 40 Stamped Concrete 4 days Mon 6/27116, Thu 6/30/16;39FS-1 day 41 Sidewalks 3 days Tue 6/28/16 Thu 6/30/16[40FF -- -- 42 Ramps -_ 2 days Thu 6/30/16 Fri 7/1/16'41 FS-1 day , 43 Backfill&Sod 1 day Fri 7/1/16! Fri 7/1/16 42FS-1 day 44 **July 4 Holiday C 1 day? Mon 7/4/16 Mon 7/4/16,43 1 45 Clean u 1 da Tue 7/5/16 Tue 7/5/16 - p Y 44 I 46 - f - -- - -- - - 47 Phase 1 ,4 and 5 North Section � 26 days Wed 7/6/16 Wed 8/10/16 45 Y 48 ® Install Phase 1 TCP 1 day Wed 7/6/16 Wed 7/6/16 49 Install SW3P bevices 1 day Thu 7/7/16 Thu 7/7/16'48 j 50 Demo3 days Fri 7/8/16 Tue 7/12/16 49 1 : i 1 51 Excavation 2 days Tue 7/12/16 Wed 7/13/16.50FS-1 day 52 Flex base subgrade 2 days Thu 7/14/16 Fri 7/15/16 51 1 - ---- ----- -- - --------------------------------------= --- --- - -- - -- -- --- - - - 53 HES Concrete 4 days Fri 7/15/16 Wed 7/20/16 52FS-1 day 54 Asphalt subgrade 3 days Wed 7/20/161 Fri 7/22/16 53FS-1 day 55 Stamped Concrete 3 days Fr1722 61 Tue 7/26/16 54FS-1 day ----------- -------- --._- - 56 Sidewalks 3 days Fri 7/22!16] Tue 7!26/16 55FF Project: R4 4-08-16 Task Progress Summary External Tasks E>__ --_ - Deadline b Date:Tue 5/17/16 Split ...... Milestone ♦ Project Summary External Milestone O Page 1 ID (Task Name I Duration Start I Finish Predecessors December 6 December 20 Janua 3 5 6 7 8 9 10 11 `12 13 14 15 16 117118 19 120121 22 23 24 25126127128129130 131 1 2 3 4 5 6 7 1 8 1 9 110 111 112 !13 11 57 Ramps 2 daysTue 7/26/16 Wed 7/27/16'56FS-1 day 58 Backfill&Sod 2 days Wed 7/27/16 Thu 7/28/16 57FS-1 day 59 Clean up 1 day Fri 7/29/16 Fri 7/29/16 58 60 61 0 Asphalt Overlay 5 days Thu 7/28/16 Wed 8/3/16 E 62 63 Striping 5 days Thu 8/4/16 Wed 8/10/16 61 -4- ------------------ 64 65 Final Clean&Punch List 3 days Thu 8/11/16 Mon 8/15/1663 Project: R4 4-08-16 Task Progress Summary V External Tasks Date:Tue 5/17/16 Split Milestone ® Project Summary External Milestone O Page 2 Januar 17 �anua 31 !February 14 — I Februa 28 March 13 1 1 1 1 1 1 1 1 1 1 1 1 1: 14T15 116 117 118 119 120 121 122 123 124 125 26 127 128 29 150 131 1 2 3 4 5 6 7 1 8 1 9 110 11111 112 13 114 115 116 117 118 119 120 121 122 123 28 2 125 126 127 1 1 2 3 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Project: R4 4-08-16 Task Progress Summary External Tasks L Deadline Date:Tue 5/17/16 Split ..... .......... Milestone Project Summary xternal Milestone 0 Page 4 _March 27 April 10 Aril 24 Ma g _ - — Mav 22 - Jun 26 27 128 129 130 31 1 2 3 4 5 6 7 8 9 110 111 112 113 114 115 116 117 118 119 120 121 122 23 24 25 26 27 28 29 30 1 1 1 2 1 3 4 5-1 6 1 7 8 1 9 110 Ill 112 113 114 115 116 117 1 18 19 20 21 22 123 124 125 126 127 128 129 :30 131 1 1 1 2 3 4 5 i 1 3 3 3 f 1 i I _ r _ i t i i i = I f 3 i 3 i i F - 3 - t 3 a - f F Project: R4 4-08-16 Task Progress Summary External Tasks - J Deadline b Date:Tue 5/17/16 Split Milestone ® Project Summary External Milestone O Page 5 - �:: January 17 Janus 31 February 14 Februa 28 March 13 14715116 117 ;18 119 120 121 122 123 124 125 126 127 128 129 1 30 131 1 1 1 2 1 3 4 5 6 7 1 8 1 9 110 ill 112 113 114 115 116 117 118 119 120 1 21--F2-2-F2-3-T-24 25 26 27 28 29 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 116 117 118 119 20 121 122 123 124 125 I I Iu 11M.-Mi a u,n -IO,uu,in n n, Rain Out I **Rain Out t I i i { i I { t t i F i 1 f { i { f { f t 3 i 3 { { i t I I 3 S i 5 3 i Project: R4 4-08-16 Task Progress Summary External Tasks [ ___ Deadline b Date:Tue 5/17/16 Split Milestone ® Project Summary External Milestone O Page 3 March 27 Aril 10 Aril 24 Mav 8 May 22 Jun 26 27 28 29 30 31 1 2 3 4 5 6 7 8 9 110 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 281-29T, 0 1 2 3 4 1 5 1 6 1 7 1 8 1 9 110 Ill 112 113 114 115 116 117118 19 20 21 22 123 124 125 126 127 128 129 ;30 131 1 1 2 3 4 5 i t ? S = E Project:R4 4-08-16 Task Progress Summary External Tasks - Deadline b Date:Tue 5/17/16 Split ,,,,,,,,,,,,,,,,,,,,,,,,, Milestone ® Project Summary External Milestone p Page 6 5 June 19 IJuIV 3 t JuIx 17 Jul 31 IAuqust 14 6 7 8 9 ?10 11 12 .13 14 15 , 16 17318 19 20 21 22 23 24 25 ;26 27 28 29 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 '17 18 19 .20 21 22 23 24 .25 26 27 28 29 30 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 I t i 3 t i t } i I t t 3 t I { 3 s e j t t t 3 t i i t I t i, ® I t S t i t i E I t i i f t j j� i I — I 3 1 f 1 1 Project:R4 4-08-16 Task Progress Summary External Tasks -- _ Deadline b Date:Tue 5/17/16 Split ,,,,,,,,,,,,,,,, Milestone ♦ Project Summary External Milestone p Page 7 i 5 June 19 —Ju l 3 July 17Jul 31 Au ust 14 6 7 8 9 110 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 3 s 4 5 6 7 8 9 10 11 12 13 14 15 16117 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 8 9 110 Ill 112 ;13 114 115 1161 4 E f i Project:R4 4-08-16 Task _ __ Progress Summary External Tasks __ Deadline b Date:Tue 5/17/16 Split Milestone ® Project Summary v — --- External Milestone p Page 8 A-ZSitelndex I ContacLUs I Espaftl Driver Business Government(Inside TxDOT lobs AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - FORT WORTH DISTRICT .............................................................................................................................................................................--..........--............................. ........ Last Update:Friday,April 29,2016 ITEMS 305 6002 TO 3616067 Items Items Bid Code Range 0100-0193 1002-1122 305 6002-3616067 0216-0275 2000-2000 0305-0361 3004-3268 0400-0496 4017-4017 0500-0560 5003-5034 0610-0690 6000-6834 0721-0764 7012-7055 8020-8251 9012.9012 April 30,2016 Twelve Month Moving Avg Item No Description Units Quantity Bid Quantity Avg Bid Usage 3056002 SALV,HAUL&STKPL RCL APH PV SY 11,310.000 2.50000 1 (0 TO 2" 3056003 SALV,HAUL&STKPL RCL APH PV SY 2,579.000 4.95000 1 (2 TO 4" 3056004 SALV,HAUL&STKPL RCL APH PV SY 23,515.000 3.00000 1 (4 TO 6" 3056008 SALV,HAUL&STKPL RCL APH PV SY 217,654.000 2.00000 1 (0"TO 4" 3056018 SALV,HAUL&STKPL RCL APH PV SY 224,182.600 2.50000 1 (2") 3056032 SALV HAUL&STKPL RCL APH PV SY 145,749.000 1.75000 1 (6") 3056035 SALV,HAUL&STKPL RCL APH PV SY 13,367.560 4.00000 1 (2„-6„) 3056045 SALV,HAUL,&STKPL RCL APH SY 3,695.000 7.00000 1 PAV(8") 3056052 SALV,HAUL&STKPL RCL APH PV SY 24,772.400 5.25000 1 (0-12") 3056055 SALV,HAUL&STKPL RCL APH PAV SY 85,276.000 5.55000 1 (4”-14" 3056060 SALV,HAUL&STKPL RCL APH PV SY 328,387.990 1.22000 1 (2"TO 3" 3102005 PRIME COAT(MC-30 OR AE-P) GAL 14,015.850 4.00000 1 3102026 PRIME COAT(EC-30) GAL 7,671.000 3.25000 1 3106001 PRIME COAT(MULTI OPTION) GAL 31,688.000 4.92053 4 3106005 PRIME COAT(AE-P) GAL 599.000 5.50000 1 3106008 PRIME COAT(EC-30) GAL 60,921.430 3.26752 3 3106009 PRIME COAT(MC-30) GAL 49,161.400 4.33703 3 3106013 PRIME COAT(SS-1) GAL 5,797.390 4.20000 1 3106027 PRIME COAT(MC-30 OR AE-P) GAL 110.000 5.00000 1 3156007 FOG SEAL(MS-2) GAL 3,432.609 3.75000 1 3162020 ASPH(AC-5 OR AC-10) GAL 31,977.230 3.00000 1 3162027 ASPH(CRS-2 OR CRS-2H) GAL 64,369.750 2.20000 1 3162166 AGGR(TY-A GR-4 SAC-B) CY 1,399.360 80.00000 1 316 2223 AGGR(n'-PB GR-4 SAC-B) CY 307.6301200.0 00 1 316 6001 ASPH(MULTI OPTION) GAL 149,817.000 4.40741 3 3166009 ASPH(A-R TYPE II OR III) GAL 2,021.000 5.50000 1 3166010 ASPH(AC-5) GAL 42,938.000 5.00000 1 3166011 ASPH(AC-10) GAL 264,101.500 2.92554 3 3166015 ASPH(AC-15P) GAL 21,321.500 4.00000 1 3166024 ASPH(CRS-2P) GAL 2,595.000 9.37500 1 3166029 ASPH(RC-250) GAL 11,532.800 4.75000 1 3166035 ASPH(TIER 1) TON 6,142.000 555.00000 1 3166036 ASPH(TIER II) TON 671.000 555.00000 1 3166075 AGGR(TY-B GR-3S SAC-A) CY 38.700 160.00000 1 3166078 AGGR(TY-B GR-4 SAC-A) CY 1,734,990 132.00000 1 3166124 AGGR(TY-PB GR-3 SAC-A) CY 67.000 340.00000 1 3166126 AGGR(TY-PB GR-4 SAC-A) CY 82,000 320.00000 1 3166173 AGGR(TY-B GR-3 SAC-B) CY 1,583.490 82.50000 1 3166175 AGGR(TY-B GR-4 SAC-B) CY 1,341.000 118.77852 3 3166177 AGGR(TY-B GR-5 SAC-B) CY 262.100 235.00000 1 3166222 AGGR(TY-PB GR-3 SAC-B) CY 17,071.000 68.31328 3 3166224 AGGR(TY-PB GR-4 SAC-B) CY 28,038.600 72.00495 8 3406011 D-GR HMA(SQ)TY-B PG64-22 TON 1,667.170 91.43912 2 3406050 D-GR HMA(SQ)TY-C PG70-22 TON 44.800 200.00000 1 3406066 D-GR HMA(SQ)TY-C PG76-22 TON 16.600 250.00000 1 3406119 D-GR HMA(SQ)TY-D SAC-A TON 2,969.170 101.00000 1 PG70-22 3406120 D-GR HMA(SQ)TY-D SAC-B TON 63.000 150.00000 1 PG70-22 3406135 D-GR HMA(SQ)TY-D SAC-A TON 317.000 100.00000 1 PG76-22 3406267 D-GR HMA TY D PG70-28 TON 750.000 205.00000 1 (LATEX ADDITIVE) 3416008 D-GR HMA TY-B PG64-22 TON 278,687.660 66.42852 9 341 6030 D-GR HMA TY-C SAC-B PG76- TON 4,647.000 103.40000 1 22 341 6044 D-GR HMA TY-D SAC-A PG70- TON 474.220 210.00000 1 28 341 6064 D-GR HMA TY-D PG 70-22 TON 970.000 111.54639 3 (LEVEL-UP) 341 6257 D-GR HMA TY-D SAC-B PG70- TON 60,303.600 84.00216 9 22(LTX ADD) 3416268 D-GR HMA TY DPG 70-22(LEV- TON 5,314.000 79.62025 2 UP)(LTX ADD 341 6272 D-GR HMA TY C SAC-B PG70- TON 87,803.950 63.57279 4 28(LATEX ADD) 341 6274 D-GR HMA TY C PG70-28(LEV- TON 37,156.750 62.19781 3 UP)(LTX ADD) 3416275 D-GR HMATY-D SAC-A PG70- TON 30,174.000 84.00000 1 28(LATEX ADD 341 6276 D-GR HMA TY-D SAC-B PG70- TON 25,780.990 82.00000 1 28(LATEX ADD 3416278 D-GR HMA TY DPG 70-28(LEV- TON 6,624.000 76.00000 1 UP)(LTX ADD 3512002 FLEXIBLE PAVEMENT STRUCTURE SY 500.000 69.00000 1 REPAIR(6") 3512006 FLEXIBLE PAVEMENT STRUCTURE SY 800.000 75.00000 1 REPAIR(10" 3516002 FLEXIBLE PAVEMENT STRUCTURE SY 10,650.000 45.49296 3 REPAIR(6") 3516004 FLEXIBLE PAVEMENT STRUCTURE SY 35,524.000 50.04774 7 REPAIR(8") 351 6006 FLEXIBLE PAVEMENT STRUCTURE SY 12,014.000 70.00000 1 REPAIR(10" 3516009 Fl.EXIBLE PAVEMENT 57RUCTU11 51 2,459.0DO SZOW00 1 REPAIR(12" 3516012 FjlU(13LEPAVl M ENT$TRUCTURE SY 6,662.60a 14.47643 2 REPAIR(2") 3516013 ELFABIFPAUFMFNTSTRUCTURE SY 9..640.090 24.26563 3 REPAIR(4') 3516927 FLEX PA1lEWENT STRUCTURE SY 1€1,900.000 13.111905 2 REPAIR(2.5") 3542023 PLANE ASPH COW FAV(D"TO 1") 5Y 721.000 6,500[101 1 3546002 PLAN&TEKTASPH CONC PAV(0" SY 10,82$,66D 7.62463 4 TO 2") 3546010 PLAN&TE10T ASPH MNIEPAV(0" SY 149,763.900 2.76000 1 TO 5'l 354 0021 P>UU+IE ASPR MNIC PAV(0"TO 7')'SY 127.9691.000 2.3632E 3 354 6423 PLANE ASPFI COKC PAV(0"10 A`) SY 146,L"00 8°-'[104010 1 3646049 PLANE ASPH C=PkV(2") 5V 965.0001 11.07000 1 354 60°55 ?UkNE ASPH CONC RAV(0"TO 7") SY 3,426.000 6,00000 1 3546159 PLANE ASPH CONC PAV(Z.5"TO SY 107.979.006 2.50000 1 5") 3506021 PAV J1 LINDER SEAL(24") LF 912.409 20.0HE 1 36060A2 CONC PMT(CONT RE114F•CRCP) SY 96,9Fi@.000 45.36690 2 360 6003 tONC PVMT(CONI WINF-CRM 5Y 160.166.650 311.00000 1 360 BG04 CM PVM1(CUNT FEIN€-CRC P) 3Y 153,63 4.030 53.04354 2 (10"} 36{1$006 CCNCPVlh7(CONT REI MF-CROP) 5Y 309,917,907 30.0000D 1 (12') 360 6007 C0NC PVM'T=NT REINF-CRCF) SY xzz6@,99U 3Q.UG000 1 113"� 36+66026 CURRMPF I) LF 243.000 52,00000 1 1606027 CURB(TYPE II) LF 2,192.000 24.553411 3 36Q 6029 CONC PAV(JOWT REINF)I7") 5Y 4,197.640 45.67000 1 360 6032 CONIC PAV(101 NT REM)111r) SY 42.416{7 126.4Cg000 1 3605051 CONC PVAIT(CONT REINF-CnP) SY 23147.890 79.0D0DO 1 (HES)(101 381 62 FULL•DE PTH REPAIR CROP($1 SY 2.788.000 144.540139 3 3616006 FULL DEPTH REPAIR CRCP(12"') SY ICA.000 225,00000 1 3618D51 FULL-OPTHREP(BRAPPROACH 5Y 100.000 483.00000 1 5018)(9"-13" 3616064 FULL-0EPTHREPARCRC?(6`- SY 500,C00 200.40090 1 7"} 361 E065 fl1lL-DEPTH REPAIR CR1CP(41"- 5Y 5,404,(J9O 211.2511100 1 10") 3616066 FULL DEPTH REPAIR CRCP(11"• SY 290,000 247.00000 1 3615067 FULL-DEPTH REPAIR CRCP(13'• 5Y 200.00013m.—UDUUD 1 15") CcpV,tjh.t 201.6•T exas LVupaF u n anE o1 lfw*ertal lnn•IUI Rlghls Rowwtd•IA+50prnii•prtua y&$9tu1i y 3JrolIq•Actimlbll dy 12S East ll(o S:re®t+Autun.Terms 49741 A-;!$il�IndCx I Camact Us Fspar,�1 DrJver business Gavernn-wnt J Inside TmOOT lobs AVERAGE LOW PID UNIT PRICE - CONSTRUCTION - FORT WORTH DISTRICT Last Update,Friday,April 29,2015 ITEMS 661 8090 70 662 6019 Ikems items F I d Midi-Range 0100.0193 1002-1122 610 2064-5446001 0216-0275 2000.2001) 6446002-ORGoal 0205-0361 300 it-3268 652 5091-6 H 6 6019 040D-D196 1 4017.4917 666 6027-666 6027 0500-06 60 9003-50!4 686 8029-690 6099 0610-0890 6400-6834 -0721•0164 7012-7055 0020.0251 9012-9012 April 38,2416 Twelve.ManthMaving Arg ItentNc Ueserip160 Units [Quantity Sid quantlty Avg Bid Usage 6626000 WK 21N RAV MAK REM UL'IJV) EA 59.004 225.OWO4 1 (wUR17k 5626092 WK ZN PAV MRK RFMOV M) FA 18.000 GiNa090 1 35"(YL10 TRI) 662 W93 WK Z PAV MAX REMOV M LF 590,610 .01400 1 4"(WK) 662 60941 WK Z14 PAV VIRK RrMOV(Y) LF 984,000 1.0.9006 2 4-tnmT 61?2 61)96 WK�N PAV MRK RE`V]GV{Y( LF 660.291.100 .6W23 12 A"(SLD) 662 6109 WK 7N PAV MRK SHTTERM EA 32.613.12fl. 1.19996 9 (TA%TY W 662 5110 Wit IN PAY MR 58TTERM EA 8,204,000 1,35595 4 (7416)TY N 662 6111 WK 2N PAV MRK SH T TERM FA 63,337.427 .61522 13 Ra®1 TY T-2 666 2036 REFL PAV MRi(TY I(4h3 8°{5LD,' LF 2.71 ugu SS404 1 000MIQ 6662042 REFL PAV M RK TY I(M LF 75941)0 3.50001) 1 12"(51-10)(160MIQ 613152046 REFL PAV MRKTYICA# LF 14.D)D 10.000013 1 24"(SLD)(060M10 GGG M46 REFI PAV MRK TY I(M LF 2135.000 6,709011 1 2V(SLD)(ICUM IL) 66622054 REFL PAV MRK TY1(M EA 18.000 122,00000 1 (ARRDIIV)(1MMIL) G 6R 2096 R EFL PAV MRM TY 1(Y4(WORD) Eft 18,1340 147.00000 1 (190MJL) 6667269 WL PAV MIRK 7YI(Wu"►(LNDP FA 2.fr[JO 174.0000D 1 ARWj(100MIL 668H03 REFL PAV MRK TY I(1)J}V(8RK) LF 461180.N.D .44000 1 (100MILJ 6666005 REFL PAV BARK TY 1(w 4"POT) LF 2.339.000 1.256.26 4 (149MIQ) 6666012 REFL PAV MRK TY I OVj 4"(51-1)} LL 154,732.000 .40000 1 polo ll) 6666030 REFL PAV MRK TY I(VV 3-(IJUD LF 1643.000 1.00191 2 [1pQJPr'lll) 661 6032 REFL PA.l lXll TY I A LF 66.000 T.[KUID 1 13"(LMOP)(090MIL) 6666033 RLFLPAV MRrTVI{W} LF 97D000 3.56700) 1 R"(LNIIP)(100IJIJLl BGG 035 REFL PAV MRK TV I(W 8'(SLD' LF 14.491.000 .75108 4 (090MIL} 666 6036 REFL PAV MRK I I('A. A'(SLG) IF J17 41,4 me .94940 17 (1O6M11) 0560039 REFL PAY MRK 7Y I VAO LF A,51�4,C40 1.RIDDI C 1 12"(L NW)(I OC MIL) 666 6041 RFFL VAV MRK?Y1(WJ IF 2,68a.00D 2.63839 12`(SLD})(006MIL) 665 C04 21 REFL PAY MRK TY I(WJ LF =49.820 3.95450 9 12"(SJ.L}(100 MIL) 666 6045 REFL PAY Jk RK TY I(W} LF 44.000 5.50Q0d 1 IFr(Stq 0MmrL) 6666047 REFL PAV MRK TY I(M LF 1,737.00(7 6.34032 5 2A"(SLO)(490mp 6668048 REFL?AV MIRK TYI(%IV LF 17',345,500 5,91464 18 24"[SLD4(1001VIL) 5656053 REFL PAY IV RK W 1 EA 43.000 131.3000D 1 MAW MOMIll L6116054 REFL PAV MRK TY I E8 529.010 134A7`�16 16 (ARROVA(100MI'L) 6664057 REFI FAY MRK TY W)(UHL EA 40,00U 1BU.27V50 4 ARROW)(1 DDMIL 66f)6d60 REFL PAV MRK TY I Lel(`FPL to 1.000 250.0c.000 1 AWN)(10{3MIL) 666 6083 REFL PAY MRH TY I[V1;'(UTURrq LA B.U04 191-00480 1 AR's(100MIL GGG 6072 RFFI PAL'MRK TY I(A(',NDP EA 2.000 372.75000 1 ARW)(100MIL) 666 8077 REFL PAV MRI(TY I(W) URL)) CA 3D.000 171,10040 1 (090MIL) 6166 6678 AC FL PAV MRM TY I(WJ(VOI)RUd EA 496,000 165.32346 16 000MIU COD 0001 REFL PAV 1MRK TY I(YJJ(EPfIR EA 111140 $50.60000 1 r,OREJ(19L1A411 6666084 REFL PAV MR14TY I(W)(EXIT EA 2.000 550,00300 GORE)0 NMI L 66£W92 REFL PAV MRK TY r(6)(PP EA 2.000 KR40" 1 XIRG)(094MIL) 666 GOO REFL PAV MRC TY I(1h')(RR EA 4.47DD,523.00000 2 )ONG)[iWAIIJ GGIS 6098 REFPAV MRH TY I{VA I6"(YLD FA 14.000 43.00DOD 1 TRIJ:09CFYIIL 6668099 REF PAV PARK TYI W 111-[YLD EA 176.070 5979565 5 IRI)(10314% 666602 REF PAV MIRK TY I(W)36"(YLD EA 24.0)0 98,25000 2 TRI)000MIL 6666111 REFL PAV MRI{TY I(W)(EIIKE EA 612.000 lAiDuLIO 1 SYMI4(100MIL 666 6126 RM PAV MRK TY I(Y)4"(51.[7) LF 180,SWI)D0 .A 0440 1 {1dDF,11L} 666 6140 REFL PAV MRK T Y 1('f}12"(SLI)) LF J.1 0.UQIJ 2,4 3530 2 (090441 L) £666141 REFL PAV MPP TV I M 12"(SLID) LF 305.000 4.10623 7 (i00M1 L) OU 5147 REFL FAV MRK TV I(1`J 24'(SLD) IT 21017,000 5.45370 4 (104 MIL) 16 1,159 RF PV M P K TY I(BLACK) LF :fi•1+36.000 950001 4"(SHADOW)(16DhAIL 6656162 LF 11.4 0.000 69000 1 RE PV MRK TV I(BLACK) 6"($11ADC"(I(MMIL M616? RFFLFAV MRE TY 11�VJ 4"(BAA) LF 44 305,304 ,13160 5 66616168 REF!FAV M RK TY 1P(WJ I F 95.4110 I_f 06 1 4"JDCT) 6666170 REFL PAV MRF TY 111+.V)4.{SLU} IF 1:5167.900 .20307 5 66fi 6176 REFL PAY MRK TY II JW) LF 643.000 SWB2 2 B"(LT4T) 566 5177 REFL PAV MRA TY II(W) IF A70.Ox D 3.§700[1 1 it(LFIOP) 666 6178 REFL PAV MRK TY 11 CM 8"(SLE) LF n5.51T.[a00 33906 6 665 6164 REFL FAW MRK TY 11(11 IF 2A51.700 1.60659 4 12"(SLD) 666 61 R1 REFL PAZ MRK TV I I(W) IF 700,000 3,150{10 1 16"(SLE} 066 6182 REFL PAV MRK TY I I(W) LF 6,234,604 2,51229 6 24"( I.0) 6666184 RFFLPAV MRK TY11I1NJ EA IIS.DUO 34.1288 7 {A9tROW 666 610S REFL PAV MRI(TV 11 eAO(DBI, EA 9.000 79.26250 3 ARROIM 686 6192 REFL PAV MRK TY II(IH)(LVGRD) EA 15790{1 52.94414 7 666 6196 REFL PAV MRI(TY 11 A(RR EA 2.M 162.0M0 1 XING) 666 6198 REFL PAV MM(TY$(Yll) FA 49.000 32.08163 3 18°(VLDTRO 666 6199 REFL PAV MRK TY II(W) Eft 12.900 94.50000 1 36"(YLDTRI) 6666205 REFL PAV MPP TY 11(4)4"(BRE) IF 228,000 24737 2 656 6701 REFL PAV MRK TY II(Y)4"(SLD} Lf 51.161.100 .15420 5 666 0212 REFL PAV MW YV II(V)12'(SLD) IF 2551wo 2.25004 1 6666214 REFL PAV MRK TY 11(Y)24"PLV}j LF 123.AC 2.7x3999 1 56662214 PAVEMENT SEAIER4' LF 47E,{IEp,COx] 12075 4 666 5225 PAVEMENT SEALER B" LF 47,319.CDC .33227 2 6666223 PAVEN ENT SEALER 12" LF 28,176.000 .81090 2 6555230 PAVFMU4T SEALER 24" LF 1778,0+30 1.12856 2 6666231 PAVEME14T SEALER(ARR1>g EA 85,490 20.umco 1 9166 6232 FAVEME14T SEALER NVORM EA 1(7n-wo 23.80000 1 666 6234 PAVEMENT SEALER(GSL 1'A 31.000 25.{10300] w AR ROM 6666236 PAVEMENT SEALER(UTURW EA $.900 40.000U0 1 ARROW) 666 6243 PAVEMENT SEALER(YLD TRIS EA 172.0110 1 tOMI 1 666 6207 REF PROF PAV MRK TYI LP 224.035"000 .72283 3 c(SLD)(090MIL fi66 BZ91 Ru PROF PAV MRK TY 1(Y) LF 11,00,pWD IPM 2 4"(13 RK)(B90MIL GG66299,REPPAWIREYREQ TVIIM LF 29.633.49D 35133 3 4"(8 RK)(090MIL 666 6300 RE Pr11 ACJ!RET REQ TY 1 OAR LF 711BR4.750 42023 12 4"(BRK)(10MIL G666302 RE PMWIRETREQTY1(W) LF 166.429,340 32654 F 4-CKD)(49CMIL 6566303 RE I'm Vv/RLL REQ 1CY 1(m LF 2,744500,540 128652 1S 4`(9D)(1(MMI 6fi6 8306 RE PM W 1 RET REQ TY I CM LF 11,430,( O 39940 1 E"(8RK)(IDOM1L 666 0399 RE PAA W J RET REQTY I N IF 21,865.000 .624500 1 6"(SID)(100MIL 6fi6 6311 IF 112110H.05 ,37761 4 RE PM W/RET REQ TY I(Y) 4"(BRK)(090MI1. 6666312 RE PM W/RET REQ TY I(Y) LF 226,214.000 .30395 17 4"(BRK)(100MIL 6666314 RE PM W/RET REQ TY I(Y) LF 141,205.830 .32603 5 4"(SLD)(090MIL 6666315 RE PM W/RET REQ TY I(Y) LF 1,880,244.600 .29737 20 4"(SLD)(100MIL 6666321 RE PM W/RET REQ TY I(Y) LF 22,560.000 .69000 1 6"(SLD)(100MIL 6666322 RE PM W/RET REQ TY II(W) LF 20,140.000 .11000 1 4"(BRK) 6666323 RE PM W/RET REQ TY 11(W) LF 1,713,874.000 .11000 1 4"(SLD) 6666324 RE PM W/RET REQ TY II(W) LF 11,430.000 ,31000 1 6"(BRK) 6666325 RE PM W/RET REQ TY II(W) LF 21,985.000 .22500 1 6"(SLD) 6666326 RE PM W/RET REQ TY II(Y) LF 157,870.000 .11000 1 4"(BRK) 6666327 RE PM W/RET REQ TY 11(Y) LF 1,153,677.000 .11000 1 4"(SLD) 6666329 RE PM W/RET REQ TY II(Y) LF 22,560.000 .22500 1 6"(SLD) 6686019 PREFAB PAV MRK TY B(W) EA 1.000 430.00000 1 (ARROW) Copyright 2016•Texas Department of Transportation•All Rights Reserved•Disclaimer•Privacy&Security Policy•Accessibility 125 East 11th Street•Austin,Texas 78701 A�2 Silo lodes Corned tis I €spam) [rlaer BuSlness Government f Inside 7x DOT Jobs AVERAGE LOIN BiD UNIT PRICE - CONSTRUCTION FORT WORTH DISTRICT ------------------------ Lnst Update:Frldny,April 29,2016 ITEMS Us OD27 TO 696 6027 Items Items Bid Code Range 0700-0193 1902-112 2 $10 2064-604 6001 4216-4275 20OD-2000 6446002-6626081 01%05.0361 3004.3260 662 GD9D-666601'5 0400.0496 4011-AC17 668 5027.565 EC27 0504-0560 50103.5034 686 602R-59D 6099 0610.0&90 MW-6814 0721-D794 7012-7055 0020.8251 9012-9012 Avell$0,20116 Twelve Month Mauing Aug Item No Descrlptinn Units Quantity aw Quantity AvgBFd Usnga 888 G027 PREFAB PAV MRKTV B(W} EA 1.000 430,00000 1 (WORD) 6686031 PREFAo PAM MRX TY B (RR EA 2.000 A50,M000 1 XINO 668 ED74 PREFAB PAV MRK TYC 5V)j LF 1+18.000 10:00000 1 (12",(SLQ) 660 607G PREFAB FAV MRK TY C(M LF 3,509.1000 14,00000 1 6606077 PREFAB PAV MRK TYC(W) €A 2(3.000 22t].00000 I (ARROWO 6G8 6485 PREFAB PAV WFC TYC EA 1&000 220.03O0D 1 (WORD) 686 6089 PREFAB PAV MRK TY C 1Vif}(RR EA 2.000 404.00300 1 XING) 5688092 PREFAB PAV MRK TY C(114 EA 45,040 25,00000 1 (36")(YLD TRO 6686106 RREMPAVMUTYC(Y)(12`) :F 240.000 12,00000 1 (SLB} 5722.012 REFLPAVMRKRTlI-C EA 155.000 5.,OOOMI 1 6722GI5 REFLPAI)NIRKR7YI1-A-A FA 3,747,0tJD 3.414584 2 026007 RErL PAV MPKR TY I•C EA 4,449.00D 3.672801 17 672 600.0 REFL PAV MWR TY I•R FA 112.0OO &00000 1 672500S REFL PAV MRKR 1 Y II-A-A EA 31.866-Q00 120290 24 672ECIO REFL NAV MRKR I II-C-It EA 3.953,050 3.772.48 12 672 6012 TRA FFIG BUTTON TY I-C EA 35.000 10.00000 1 6726074 Timm FIU70N TY II-C-R FA 647.otlp 3.90400 1 672 fi016 TRAFFIC BUTTON TY I-R FA 21R.(M0 10.01XIM 1 672$0115 TRAFFiC BuTTEIN TY W EA 26,462.00D 1.74869 3 637 2001 ELI M EXT FAV MRK.&MRKS LF 601753,000 .35000 1 6116001 FLIM EX FAV MRK&MRK5 if 344,359,490 .24921 14 W) 677 G003 FLIM EXT PAV MRK&MRKS LF 9,027.000 .551262 6 (a,o) G77 UM5 FLIM EXI PAV MRK&MRKLF 11.355.00[7 1,92517 4 [12"} 677-5005 ELIMEXT PAV M12Il&N1N s LL 65,0011 5.2-5080 1 (181) 6776007 CUM EMT PAV MRK&WKS L} 3,237.000 3.04424 7 (N") 617 6408 FLIM EXT PAV MRK&WKS EA 441000 24.97525 4 (ARROA 577&009 FLIM EMT PAV MR&IVRU FA 3.340 94.5000C 1 (UUL ARR1dM 6776012 ELI FA EXr PAV MIRK 1d MRKS EA 44,QDo 33,59091 4 (V4`4R0) 5770013 FLIM EKTPAV 47RK&VIRXS EA 6006 31.5mDo 1 (181(YLID TRO 677 G019 ELIME Q7 PAV MIRK&MT+1LS EA 5,000 63,00009 1 (36')(YLO TRI) 679 BOD1 FAV SURF PRFP FOR MRK(A") LF 506,787.000 an65q 10 bM 6002 PAV SURF PREP FOP MRK[6) LF" 67.406.GW .1250n 1 1678 UU4 PAV SURF PREP FOR MRK(0'J LF GA.447.000 — 19708 9 676 GMG PAV SUPF PW FOR rAW(12"1 LF 27,906.000 .41968 7 675 6003 PAVSURFPRE17 FOR PARK(18") LF 25.450 ,12004 1 676 006 PAV$UK PREP 1`0 WK(24") L 84 a000 .1398fl6 7 5786000 PAV SURF PREP FOR MAX EA 230000 17.11632 7 (ARROM 878 81330 PAVSMJRF PREP F0I3 MW(0BL EA 37.00D 22.38514 4 ARROW) 670 8-012 PAV SURF PREP FOR MRK EA $4Q0 23.UCU04 1 (UTURNARK, 6780016 PAV SURF PRE?FOR MM ICA 247.0DD 25.45761 7 (WORD) 676 6017 PAV SURF PREP rGR MIRK EKY 1.0100 27.503003 1 (ENT R G C RE) 5706019 PAV SURF PREP FOR I41RK(EXIT EA 2.€100 27,5DD6D 1 GOkF.f 6786019 PAV SURF PREP FOR MRK SF 112.000 .50806 1 RSL4NQ} 57UU02U PAVSURFPREP FDHMRK(RR EA 2,DOD 126,00000 1 .MING) 87136422 PAW SURF PREP FOR MRK(18") EA 42.000 1-5,-53671 3 (YLU TRI) 678 0023 PAV SURF PREP FOR MRK(98") EA 6,09 21.40QOQ 1 (YLO TM) 678 eO33 PAV SURF PREP FOR MR{ EA 61801.000 .36324 2 (RPMI 6605002 INSTP,LLHWJYTRFSIG EA 34.000 19,806.74589 9 (15(71A7EG) 6808003 INSTALLHWYTRFSIG FA .40E131,54D,00000 1 [SYSTEM) 5006004 REMOVING TRAFFIC SIGNALS EA 23.00U 4.682,69670 6 661 50DI 7EMP TRAF SIGNALS EA 25.000 67.807.317000 6 63290D1 VEgZSECO2")LED(GRN) EA 38A.QDU 317.98047 10 682 6002 VEH 9G SEC(18")LED(GRN EA 1 31.090 908.1$1503 10 ARM 6826003 VEH SIG SEC 021 LED(YEQ EA 419.000 315.96465 11 6826OD4 VEH SIG SEC(12'1 LED(YEL EA 189.000 304.915904 10 ARA 6926045 VE"SIGSEC(1Z-)LED(KD) EA 4011.000 315.44185 10 6926006 VIER SIC,SEC(12`)L EO(RE O FA 113.000 296.09590 10 ARVV) 892 6{107VEH SILTS SEC(12"I LECA(GRN U- EA 2.000 282,52400 1 TURN AA* 682 6.0010 VEH SIG SEC(12")LFI)(YFL U- FA 2.000 228.4 oco 1 TURNAR4V) SHEET NOTES: i 1. CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO CAREFULLY ISOLATION VALVES: 12 WATER LINE C C STA: LINE REMOVE ALL EXISTING BRICK PAVERS.THE BRICK PAVERS INSTALL: C 1 X-22577 I END PROPOSEDSHALL BE HANDLED WITH EXTREME CARE TO AVOID CHIPPING • WATERLINES A,B AND C WILL REQUIRE i AND/OR BREAKING OF PAVERS UNTIL INSTALLED.THEY SHALL INS THE USE OF ISOLATION VALVES 1 THRU (1) 10"MJ SCUD SLEEVE BE CLEANED AND NEATLY STACKED ON PALLETS(NOT TO 13,SEE SHEET 115 FOR LOCATIONS. WL A STA: 0+80.46 CONNECT TO EXISTING 10" EXCEED 3 FEET IN HEIGHT).THIS WORK WILL BE CONSIDERED O/S 12.26' LT I WATER UNE SUBSIDIARY TO ITEM 105-2016. N:6949739.83 INSTALL: `i3 '%' E:2301673.23 NoR (1) 12" MJ SOLID SLEEVE �" 1 Th' 2. CONTRACTOR SHALL KEEP TRAFFIC SIGNAL AND STREET CONNECT TO EXISTING gg' ` WL C STA: 2+14.11 LIGHTS OPERATIONAL DURING CONSTRUCTION. CONTRACTOR 12" RING CONNECTION7\ �� INSTALL: SHALL CONTACT MR.KEN BROCK AT(817)360-6364 72 HOURS E:2301696.60 GATE VALVE W/BOX GRAPHIC SCALE IN FEET N:6949665.92 (1) MJ RESILIENT SEAT PRIOR TO STARTING ANY WORK THAT WILL DAMAGE THE CITY'S 1 RE: D126/119 0 10 20 40 SIGNAL OR LIGHTING SYSTEM. Lot E315'Lot F, Blk 20 N: 8.49 WL A STA: 0+80.46 I E:230167 3.90 3. CONTRACTOR SHALL REPLACE EXISTING 4"WATER LINE IN Ridglea Addition INSTALL: I WL C STA: 2+11.13 IF SHEET IS 11X17, SCALE IS 1"=40' PLACE WITH PROPOSED 8"WATER LINE F.TEMPORARY (1) 12"X12" MJ TEE �' 44ll INSTALL SERVICES SHALL BE UTILIZED TO MAINTAIN WATER SERVICE SHOPPING 6 LF 12" WATER PIPE a >w I (1) 12"X10" MJ REDUCER WL A STA: 1+35.01 THROUGHOUT CONSTRUCTION. N:6949655.00 ¢ N:6949735.81 INSTALL: CENTER E:2301702.16 I _ I ` E:2301675.24 (1) 12" 45'ROLLED q. GENERALLY,PROPOSED 8"WATER LINE D SHALL BE LOCATED I, MJ BEND ATA MINIMUM DEPTH OF 4'TO TOP OF PIPE. Ll 0 ('i II di = 45.00'RT PROPOSED [�J �a� O WL C STA: 2+08.14 AV= 14.96'ON CH �1 9 cn N ryx� \ INSTALL: N:6949683.93 Lot EGR1, Bit(18 5. SURFACE REPAIR SHALL BE ARTERIAL ASPHALT PAVEMENT WATERLINEg t�il1 a `rjI ❑ (1) 12" 45'ROLLED MJ BEND E:2301745.86 Rid lea Addition REPAIR RE:D520/119. 3" U NH = 44.95'LT WL A STA: 0+01.50 ° Jy AV= 1.64'ON WL A STA: 1+38.01 INSTALL: WL A STA: 0+04.50 , , N:6949733.14 INSTALL: 6. EMBEDMENTAND BACKFILL FOR PROPOSED 8-INCH WATERLINE (1) 12" MJ RE_S INSTALL: ( REUDVE E:2301676.58 SHOPPING SEAT GAIE VALVE (1) 12" 45'HORIZ. MJ BEND t'�„s ID'VALVE a (1) 12" MJ RESILIENT SEAT F SHALL BE PER 0003,0101/119. W/BOX RE: TE VAL19 WL C STA: 1+99.52 GATE VALVE W/BOX CENTER AH = 45.00'RT I INSTALL: RE: D126/119 7. CONTRACTOR SHALL UTILIZE STREETSCAPING TRAFFIC N:6949625.71 N:6949627.07sc1 (1) 12' 45'ROLLED MJ BEND N:6949685.29 E:2301631.26 E:2301633.94 ° I &I = 45.00'RT E:2301748.54 CONTROL PLANS FOR WATERLINE INSTALLATION. AV= 0.45'ON REIJOVE 6949724.96 WL. A STA: 1+39.51 8. CONTRACTOR MAY BE REQUIRED TO USE TEMPORARY PLUGS WL A STA: 0+00 lz'VALVE C.• 4' } iY 2301673.86 END PROPOSED AND SERVICES RE:D133,134/120)FOR SEQUENCING OF -------- ------8EGtN-PROPeSED- --------- ---- _ -- ----- ------ "! - �- -- -��-- '�, _. . _ ..�; � ^'"' '- ----- -- ------- -----i-P"-WATER-NNE-A------ CONSTRUCTION AND TESTING OF PROPOSED WATER LINES. 12" WATER LINE A C -.* INSTALL: TEMPORARY PLUGS SHALL BE CONSIDERED SUBSIDIARY TO INSTALL: ;'', _ �� _ (1) 12" MJ SOUD SLEEVE THE VARIOUS ITEMS BID. 1 72" MJ SOLID SLEEVE -- . - Ff. =a S' CONNECT TO EXISTING 12" CONNECT TO EXISTING 12" de D r J w, WATER LINE 9. FOR WATERLINE PROFILES SEE SHEET 117 WATER LINE N:6949685.97 N:6949625.030 �Y ! _ ' AD,uST VALVE E:2301749.87 E:2301629.92 Q -. ° ( - - .r, irn" NOTE: iiiv {� I GRADE WL A STA: 0+07.50 Nim ii 1 1. CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, INSTALL: CAMP BOWIE L 0 S 1 WL A STA: 1+26.53 RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. (1) 12" CLEANING WYE WL A STA: 0+93.50 INSTALL: RE: 0135/120 (ASPHALT PAVEMENT) STREETS CAPING, WL C STA: 1+ .32 �° 2. CONTACT TODD SCOGGINS AT(817) 215-6230 FOR MANHOLE (1zD'Row) SEE SHEETS 75 INS LL I LL°AND INSTALL: (1) 12" 45'ROLLED MJ BEND ADJUSTMENTS THAT WILL BE NEEDED. N:6949626.13 ,,,N - E:2301636.79 _ __;�_ 1) 12"X12"MJ ClC SS NE (1) 12" MJ RESILIENT SEAT - 13.96 T e� - N:69496 .76 I GATE VALVE W/BOX AV= 13.96'UP THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 N:6949675.86 WL A STA: 0+12.99 I}�iT. I E:23017 .59+ I RE: 0126/119 HOURS PRIOR TO CONSTRUCTION: INSTALL: _ --- _ _ - .N:69.49660.91 E:2301743.23 (1) 12" 45'ROLLED MJ BEND _- _ - - -,:-_ _ _ ,�, - FORT WORTH T&PW(8117)-392-8100 CH = 45.00'LT 1 AV= 0.62'UP " " BSTA: 0+24.43 ATMOS ENERGY(817)215-4366 N:6949624.43 WL.8 STA: 0+21.43 ONCOR GAS &ELECTRIC(817)215-6214 TALL: 1-800-233-2133 I STALL: " I "PROPOSED iXU ENERGY E:2301642.00 N V9576.32 2"X6 ANCHOR TEE (t) 12" 45'ROLLED MJ BEND 12"X6" 12-INCH SBC TELEPHONE (817)338-6819 Hi = 45.08'RT I I WATERLINE C CHARTER COMM. (817)509-6272 EXT. 3363 WL 8 STA: 0+07.48 AV= 4.49'UP WL C STA: 0+67.94 ALL OTHER FACILITIES 1-800-DIG-TESS N:6949574.97 { INSTALL 1 0 -�c_-:,e -D 2 - INSTALL: E:2301681.62 12-M VRESIIUENT SEAT (1) 12" CLEANING WYE � �� RE: 0135/120 N:6949561.70 - , RE9i2A6L'/V1E1-95'.4: E:2301677.29Jw; N: 9607.33 -� OF 7 �"• I --- 1. 1 _ ----- ----------------------------- --------- P.`Pa - E•2301732 B _ - - -- I REM VE 12' e v..•JOSH KERCHO•"� 2/15/7E WL B STA: 0+0D _ v..�...............•....„ BEGIN PROPOSED .REAL __ ',; - 113002 •4�- 12° WATERINSTALL GROU FILL I REMOVE WL B ST c. x --, ." A ; AND i- _ COVE `y LINE B SAL GE Fli _ - .._._ IAI F<i..... (1) 12' MJ SOLID SLEEVE i = I , - WL C STA:+0+62.20 O/S 18 86' RT51 10 dIts t SItla L�`� CONNECT TO EXISTING 12" r AND AHDGN I 10 VALVE END PROPOSED INSTALL: (1) 1-1/2" WATER SERVICE 3 WATER LINE LINEw' I WATER LINE B CUT& PLUG EXISTING SERVICE o N:694 .84 I I �{ I INSTALL: RE: 0-12/119 &0114/119 Kimley*Horn E:2301672.35 ' i PROPOSED � - I (1) 12"X12" MJ TEE (1) 1-1/2- WATER ME-MR w I 12- NCH CONNECT TO PROPOSED RECONNECTION (REPLACE EXISTING RIDGLEA WL B STA: 0+01.50 \ WATERD E B WATER LINE C 1_1/2" WATER METER - #4321389) Texas Registered Engineering Firm F-928 A '. I N:6949602.20 PRESBYTERIAN INSTALL: N:6949600.74 w 1�` I 1 ' E:2301735.40 Pp AO z PRESCHOOL (1) 12" MJ RESILIENT SEAT IIT{ E:2301757.24 TeXOS Department of Trons rtatlon GATE VALVE W/BOX �, WL C STA: 0+07.48 ©2016 RE: D126/119 I I INSTALL: 3 Lot 1R, Blk 37 N:6949557.52 WL B STA: 0+77.46 (1) 12" 45'HORIZ. MJ BEND N Ridglea Addition E:2301673.69 I INSTALL: NAH 45.00*:6949558.20T RIDGLEA URBAN VILLAGE P WL B STA: 0+04.50 U) 12' MJ RESILIENT SEAT , E:2301764.17 STREETSCAPE IMPROVEMENTS ATE VALVE W/BOX = INSTALL: WL B STA: 0+16.44 RE: D126/119 WL C STA: 0+04.49 SHOPPING a (1) 12" 45' 0/S 9.21' RT I N:6949600.28 I INSTALL CENTER o ROLLED MJ BEND INSTALL: 1 E:2301731.61 , (1) 12"X10" MJ REDUCER ¢ di = 45,00'LTI I N:6949555.52 j AV= 4.61'ON (1) STANDARD FIRE C STA: 0+15.96Lot 1, 2&3A AREA 1 HYDRANT RE: D120/119 E:2301765.51 m N:6949558.88 N:6949567.38 INSTALL: I Luther Quadrangle CAMP BOWIE BLVD AT o E:2301676.37 I (1) 12" 45' WL C STA: 0+01.50 E:2301688.82 I ROLLED MJ BEND INSTALL: Addition WESTRIDGE AVE Qua WL B STA: 0+24.43 I CH = 45.00'RT I (1) 10" MJ RESILIENT SEAT WATERLINE m o n 0/S 1.25' RT AV= 22.50'DN GATE VALVE W/BOX D in/� INSTALL: N:6949560.87 RE: D126/119 U rn 12 N (1) 6" MJ RESILIENT SEAT ' E:2301756.12 I N:6949552.85 IMPROVEMENTS rn o e GATE VALVE W/BOX I I E:2301766.85 ds I N WL C STA: 0+10.45 RE: D126/119 1 INSTALL: , STA: 0+00 o\ N 8 LF 6" WATER PIPE BEGIN PROPOSED UNIT 2 - BASE B I D Z 0<" 1) 12" CLEANING WYE � N:6949575.21 RE: D135/120 I 12" WATER LINE C ¢d'Y N FED.RD. PROJECT NO. HIGHWAY NO. E:2301684.86 N:6949559.13 INSTALL: E:2301761.35 ' (1) 10" MJ SOUD SLEEVE 6 CM 2006 854 US 377 S: " w I CONNECT TO EXISTING 10" REV. COMMENTS BY DATE SHEET z> WATER LINE STATE DISTRICT CDUN IT NO. o¢ ¢ 1 WATER UNE A FIELD CHANGE 2/15/16 WwC F 1n I N:6949551.51 TEXAS FTW TARRANT O o 0 N i E:2301767.53 CONTROL SECnON Joe ��o¢ 116 ° ° J 0902 48 1 582 I I I I 7 I OGRA GRAPHIC SCALE IN FEE 80 X22"' o 2"' 5 //// 7 f IA A AL P NEMS T All , C P AB. I S�IIEE (SPF1 �- B CK AND ED ENT E: Dq20j D 01 0101 11 ° REPAIR, C PITAL E ro ' A GENA L'-B,CKFI ACKFlEMBEDAY HORIZONTAL i m m f o-QV `C DE,'EMBEDM NTI R 7¢5 n S r�i L twn m\N I I I n z n 745 7¢5 I D0011 D01 111952 OOI1r i 10.�41 745 F SHEET IS 11X17, SCALE IS 1"=80' if a .. a .. ��'� o� �n f 0 2 4 8 in �- ~ N H N W¢ t= Z I(n f- TF+n Z�yyN �'L O Z-! 'F E ••.n. =11mom VERTICAL 740 x 0 E STING 11r iw I 740 740 w> t' ( 1 II 740 IF SHEET IS 11X17, SCALE IS 1"=8' WgTFRj ON TO 66SS�80LL •-o I I E STI 0OF out I- AB'�1100NE _ Cl I XISTI O 1 S I _ _ _ UNDERGR;UN� ( I 735 1 ING UNI19MR1I D I I I 735 735 1 1 1 I IUNIJEER'D"D GASP I I 735 A VERIFY 121 1 �t I I f i ANDDEPTH PRIOR E PR 3R TO -XC VA ON ^1 N( I I E A ! 10 XC VA E%ISTIG I2' ! t e TENON i 730 CONI ECI TO I 730 730 I I 730 t.b No Wl TER INE E STI G 0 I t I 1 f I 1 AlE I 1 (X-90 31 - I i 725 I 1 725 725 1 I 725 I I 1 1 w w �i z i w sn w �I w w 720 p I �_ `1 i ' _� 720 720 041 720 N Z p t0 O W O d,p ,p t0 ,7 & 7 a cl W W to Z O 00 W 12 6 RIS OO N N cll0--Z NN n •11M C1 N �O OtpN a0 >_ Oa -�F' 17 M M M] R17 �01 N] N QM \M OK _ n \M •-pZ N~/�^ .I. +.. 4 +.. r .. + '.. M 1. OlOY d N OJ.. DJp OJx O¢ I x Y'�.-,1 +�x lz +..- N I x 1 O' x O+i'_ '{.J'X o"x ;N X I _ FII11 ¢ I .. ¢ I T 4 m III .- .. p I I ¢ -Z -I 1IIT a h^ f',, I "E I a I of1. CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, 715 rn ��- f- W ! �' � alE- V'z--4� z 4�' N a i �'z :a!; 1 =1�al- I^z Y`�,w~' 715 715 % F �� '1n?�{�a ?I� N?.�,c�a:!-I rn w¢-ZI:epi 715 RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. 2. CONTACT TODD SCOGGINS AT(817) 215-6230 FOR MANHOLE 0+00 1+00 0+00 1+00 ADJUSTMENTS THAT WILL BE NEEDED. THE CONTRACTOR SHALL PROPOSED 12—INCH WATERLINE A PROPOSED 12—INCH WATERLINE B OURS PRIOR TO CO STRUCTION:T THE FOLLOWING AT LEAST 48 AT&T 1-800-878-8711 FORT WORTH T&PW(817)-392-8100 I I I ATMOS ENERGY(817)215-4366 ONCOR GAS &ELECTRIC(817)215-6214 A I ASP AL P MET EAI , i PB TXU ENERGY 1-800-233-2133 B CKVL.LI AND FMED T ' D 20 DOOIJ D 01 11 SBC TELEPHONE(817)338-6819 p N <�p z CHARTER COMM. (817)509-6272 EXT. 3363 J ALL OTHER FACILITIES 1-800-DIG-LESS 745 �¢ m;b 9t' oM o¢mbl.� o¢'P 745 Z it N > j j F- in EX STD G L 4DEGR, N 740 LCA ON I D DEP N XI TIN U DERGR1 ND 7,40 �P-�E,.F, S NG �N LOC TIDO TH 'IN TIN f /.TER m::• iI/i EXI TIN Ul D MC JN N RI YO- CA Ail 11 DPN •B DOED �....... '•� GA RI STIN f„••.JOSH••KERCHO••••� 2/15/16 �'� 113002 �r MD EP 10 T _ —— v UNDER OLID Y 9.• ,�m I NPl'I 735 N is eE ccri T 6 1jthlo (9 ES G 1� ” GRDE 735 PHON Ld Kimley»)Horn Ld L A 0 10x Texas Re istered Engineering Firm F-928 `i 730 Z ' 73° ®Texas Deportment of Transportaflon ©2016 Ew TIN RIDGLEA URBAN VILLAGE W 725 -i07 I 725 STREETSCAPE IMPROVEMENTS I W m W J 3 � o 0 o Z J AREA 1 CAMP BOWIE BLVD AT 720 po y a 720 �'a yx WESTRIDGE A VE cq ( w _7q 46 FFoO^ WATERLINE p N "i NN6i. a 4- " oIMPROVEMENTS ob IN ••- ~� a • ~ •• •' z�i° ..a_ T � T - T - �'zra o� N\ci 715 ^ '- T } UNIT 2 — BASE BID QY °+°° 1+00 2+00 FED.RD. PROJECT NO. HIGHWAY NO. .. 6 CM 2006 854 US 377 m REV. COMMENTS BY DAIS SHEET p¢ZO¢ PROPOSED 12—INCH WATERLINE C 1 WATER UNE A FIELD CHANGE 2/15/16 STATE DISTRICT COUNTY No, I�p F t- TEXAS FTW TARRANT Fo¢I— 2 aaO O UO E CONTROL SECTION JOB 117 JJ 0902 48 582 I I I I I CW20-1D n ei LLI Eno G20-2 (36"x36") AHEAD L I ROAD WORK (36"x18") Q N a I I °RAY END lil C I ROAD WORK LL_ GRAPHIC SCALE IN FEET --__-----__._..... 0 15 30 60 F IF SHEET IS 11X17, SCALE IS 1'=30' CAMP BOWIE `� I LLI NOTE: RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. BLVD. z 1. CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, NnNo .J r�,y�1'RRSb RRV' -D��D I = 2. CONTACT TODD SCOGGINS AT(817) 215-6230 FOR MANHOLE DRU. DRUM DRUM wmmj(, ADJUSTMENTS THAT WALL BE NEEDED. Q THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 —� HOURS PRIOR TO CONSTRUCTION: ;+((, — _ — AT&T 1-800-876-8711 f — FORT WORTH T&PW(817)-392-8100 ATMOS ENERGY(817)215-4366 TWO LANES END G20-2 ONCOR GAS & ELECTRIC (817)215-6214 CLOSED ROAD WORK (36"x18") w0 TXU ENERGY 1-800-233-2133 SBC TELEPHONE (817)338-6819 CHARTER COMM. (817)509-6272 EXT. 3363 36"x36D CW20-5OL INSTALL FLASHING ALL OTHER FACILITIES 1-800—DIG—TESS (36"x36") (36"x36") YELLOW ARROW BOARD 00 I CW20-1OF 160' 111 1 D :�PS�' TFk9�I� 160' 160' 245' TAPER (36"06") 60' TAPER '' '"�� .:......................, I / SCOTT R.ARNOLD �P.,....96782 �� 2/23/2A0/1-6 t'11111ii i.�� 1.FAf'uyu' E. I 3 Kimley)>>Horn 0 Texas Re istered Engineering Firm F-928 ®Texas Deportment of Tronsportatlon a. ©2016 RIDGLEA URBAN VILLAGE W STREETSCAPE IMPROVEMENTS W a LEGEND AREA 1 PROPOSED SIGN CAMP BOWIE BLVD AT �doa WESTRIDGE AVE. N Of G�i� FLOW ARROW TRAFFIC CONTROL PLAN 1 n o��n TRAFFIC CONTROL NOTES: 1n WATERLINE C — SHEET 1 OF 3 o 13 1. ALL TRAFFIC CONTROL SIGNS AND PLASTIC DRUMS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE TEXAS DRUM DRUMS 9VZ " MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TEXAS MUTCD). UNIT 1 — BASE BID $N N p FLASHING ARROW BOARD a n i[N 2. ANY VARIATIONS TO THE TRAFFIC CONTROL PLAN MUST BE APPROVED BY THE ENGINEER AND THE CITY. O FED.RD. PROJECT NO. HIGHWAY NO. .• 0 3. CONTRACTOR SHALL CONTACT THE CITY TRAFFIC MANAGEMENT DEPARTMENT AT 6 CM 2006 854 US 377 oaza (817) 392 — 8100 ONE (1) WEEK IN ADVANCE OF IMPLEMENTING THIS TCP. TYPE 3 BARRICADE STATE OfSMCT came, SffT F V1 TEXAS FTW TARRANT 09`� 4. REMOVAL OF ALL CONFLICTING LANE MARKINGS AND THE INSTALLATION OF TAPERED EDGE LINE MARKINGS IS REQUIRED a a 8 S FOR IF PHASE DURATION IS GREATER THAN THREE DAYS. CONTROL SEcnaN ,IDB C-1 0902 1 48 1 589 NORMAL SEQUENCE I04 08 02 06 I 1 O-0 o--� I I Lot E315'Lol F.Blk 20 ° II I ,/ I COMPATIBILITY LINE Ridglea Addition CW20-1D ROAD A 0 ? iJ END 620-2 Lot EGR7,B1k 78 (36"x36") Aeuo ! ROAD WORK(36"x18") RidgleaAddton I o---� PEDESTRIAN PHASES j 60' TANGENT 245' TAPER 02, 04, 06 AND 08 SHALL BE SPLIT-PHASED \�4{ I SIDEWALK 9 R9-9 SIDEWALR K Ii° 1 CLOSED (30"x-9 18" (30"x18") CLOSED l ) R3-2 R3-2 INSTALL 4' WIDE I� p N INSTALL 4' WIDE ® (36"x36, ® (36"06") TYPE 3o 8 I TYPE 3 - - - - - - - - - - - BARRICADE- '.\ $ BARRICADE 1 r INSTALL DRUMS - -�— SPACED AT 35' ❑ 1 1 06 I wnaa _wnaa�IN as Q wnaa wnaa NONE=wnaa 11.wnaa wnaa LLl Ld — — z - -k 0 LL} J _ _ _ > H _z � IRUM��DRUM ORUM �— - DRUM -- I J wnaa 11�wnaa 11�Wna9 CONSTRUCTION r —► __� wnaa—wnaa ZONE = GRAPHIC SCALE IN FEET I 02 1 —► U 0 15 30 60 CAMP BOWIE BLVD. Q NSTALL 4' WIDE o - - - - - - - - - - - - - -1 IF SHEET IS 11X17, SCALE IS 1"=30' INSTALL DRUMS-/ TYPE 3 1 1 I SPACED AT 10' BARRICADE I ! 50' TAPER I� I I 9-9 SIDEWALK z I I Lot 1.283A I INSTALL DRUMSJ 60' OPENING (30"x18") CLOSED CO WOAD Luther Quadrangle Addition w I I o ` SPACED AT 35' INSTALL 4' HIDE TYPE 3 RDOK CW20-1D BARRICADE AHEAD (36"x36") 1 1. CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. I Lot 1R. x1 81k37 R9-9 SIDEWALK I I 2. CONTACT TODD SCOGGINS AT(817) 215-6230 FOR MANHOLE 1 I Ridglea Addition (30" 8") CLOSED _ END G20-2 1 ADJUSTMENTS THAT WILL BE NEEDED. 245' TAPER IANGENII' ( I ROAD WORK (36"x18") I THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO CONSTRUCTION: 1 AT&T 1-800-878-8711 FORT WORTH T&PW(817)-392-8100 I I ATMOS ENERGY(817)215-4366 ONC817 TRAFFIC CONTROL NOTES: TTXU ENERGY I 8L00-2 3(213315-6214 SBC TELEPHONE (817)338-6819 1. ALL TRAFFIC CONTROL SIGNS AND PLASTIC DRUMS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF CHARTER COMM. (817)509-6272 EXT. 3363 THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TEXAS MUTCD). ALL OTHER FACILITIES t-8DO-DIG-TESS 2. ANY VARIATIONS TO THE TRAFFIC CONTROL PLAN MUST BE APPROVED BY THE ENGINEER AND THE CITY. `��iOF TTH4 11' MIN 3. CONTRACTOR SHALL CONTACT THE CITY TRAFFIC MANAGEMENT DEPARTMENT AT (817) 392 - 8100 ONE (1) WEEK IN ADVANCE OF IMPLEMENTING THIS TCP. 9s�4 ROW WORK AREA LANE ROW � •''::; 4. REMOVAL OF ALL CONFLICTING LANE MARKINGS AND THE INSTALLATION OF TAPERED EDGE LINE MARKINGS IS ...sco 9GR782 NO D�� 2/23/2016 REQUIRED FOR IF PHASE DURATION IS GREATER THAN THREE DAYS. _ i 5. ALL APPROACHES TO THE INTERSECTION SHALL OPERATE AS SPLIT-PHASED DURING THIS PHASE OF CONSTRUCTION. Rlr -- -- ---------- Kimley>>>Horn /moi L---------------J L------ ------- J CONSTRUCTION ZONE I Texas Re istered Engineering Firm F-928 CHANNELIZING DEVICE I ®Texas Department of Transportation XEX ROADWAY ©tots CAMP BOWIE BLVD. — WESTBOUND AREA 1 WATERLINE C TRAFFIC CONTROL SECTION RIDGLEA URBAN VILLAGE W STREETSCAPE IMPROVEMENTS 11' MIN 11' MIN LEGEND ROW LANE WORK AREA LANE ROW AREA 1 CAMP BOWIE BLVD AT <�< PROPOSED SIGN WESTRIDGE AVE. Kid TRAFFIC CONTROL PLAN pf�OH. Nolo ------ t --► FLOW ARROW WATERLINE C — SHEET 2 OF 3 �---------------- --- ----�_------- 9\ \ L---------------J ------ ------- ---J DRUM DRUMS UNIT 1 BASE BID �� -- <N Y N CONSTRUCTION ZONE ' 81 FLASHING ARROW BOARD • QCT NO. HIGHWAY NO. Za I CHANNELIZING DEVICE-/ I ° 6 CM 2006 854 US 377 0<0< EX ROADWAY ST"TE Ossa COUNTY Ha <F TYPE 3 BARRICADE TEXAS FTW TARRANT a-a-9 CAMP BOWIE BLVD. — EASTBOUND AREA 1 WATERLINE C TRAFFIC CONTROL SECTION CONMOL SEcnm m C-2 0902 48 582 i 60' TANGENT / / 245' TAPER \ 160, 160' Lot IR, Ei4. 5- (_1"nbc'I -CI-"mGerl a'n A inoton F �is GRAPHIC SCALE IN FEET C W20-1 D G20-2 (36"x36')— / END - - - ROAD WORK (36"x18") 0 10 20 40 _ LEFT 0000 OLANEO "DAD lORR INSTALL DRUMS "Ae CW20-1D iso CLOSED INSTALL FLASHING AHEAD IF SHEET IS 11X17, SCALE IS 1'=40' I SPACED AT 35' i 1 AHEAD (36"x36") CAMP BOWIE BLVD. cW20-5aL YELLOW ARROW BOARD (36"x36") mF — LJ �— 0 NOTE: A 0 YiR2i& Wf1a0- Q DRUM � UM�DRUM'— F 1. CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, W RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. z O rp�0— CAMP BOWIE 2. CONTACT TODD SCOGGINS AT(817) 215-6230 FOR MANHOLE ADJUSTMENTS THAT WILL BE NEEDED. _ 1 � J BLVD. 1 THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 I —► Z —► 1 HOURS PRIOR TO CONSTRUCTION: Q I _ —► _CAMP BOWIE BLVD._ AT&T 1-800-878-8711 FORT WORTH T&PW(817)-392-8100 ATMOS ENERGY(817)215-4366 ( 15-6214 I r E TXU ENERGY 1-800-233-2133 I I _ _ _ _ _ _ _ - SBC TELEPHONE(817)338-6819 I I ( CHARTER COMM. (817)509-6272 EXT. 3363 ONCOR GAS & ELECTRIC Lot 1,2&3A I END ALL OTHER FACILITIES 1-800-OIG-TESS I Luther Quadrangle Additiono I ROAD WORK ' I I G20-2 / 0 gT�11 ROAD I (36"x18") O�P'(E.....TF4,0 END I eDRR CW20-1D I I ROAD WORK I AxEAD (36"x36") /^1 i p SCOTT R.ARNOID 2/23/2016 G20-2 4 Lo: AR, 9Ik 56 / ��.'...96782.... 4�r /2Di6 ' 36"x18' I Chamberlain Arlington Heights ��j'"''fir ENS;;�'2�j`• �(�1�`P�Q1,� I Kimir Horn Texas Registered En ineerin Firm F-928 JU 3 I � Texas Department of Transportatlan ©2016 R X RIDGLEA URBAN VILLAGE W STREETSCAPE IMPROVEMENTS LEGEND AREA 1 PROPOSED SIGN CAMP BOWIE BLVD AT mcom WESTRIDGE AVE. TRAFFIC CONTROL NOTES: FLOW ARROW TRAFFIC CONTROL PLAN WATERLINE C — SHEET 3 OF 3 N to ° �DRUM� DRUMS o' I S 1. ALL TRAFFIC CONTROL SIGNS AND PLASTIC DRUMS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE TEXAS 9�3V, MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TEXAS MUTCD). UNIT 1 — BASE BID z�i� FLASHING ARROW BOARD FEDJW pNpEC7 N0. HIGHWAY Na. Q N Y N 2. ANY VARIATIONS TO THE TRAFFIC CONTROL PLAN MUST BE APPROVED BY THE ENGINEER AND THE CITY. 6 CM 2006 854 US 377 3. CONTRACTOR SHALL CONTACT THE CITY TRAFFIC MANAGEMENT DEPARTMENT AT TYPE 3 BARRICADE STATE aSMCT COUNTY T (817) 392 - 8100 ONE (1) WEEK IN ADVANCE OF IMPLEMENTING THIS TCP. NO TEXAS FTW TARRANT F a t 4. REMOVAL OF ALL CONFLICTING LANE MARKINGS AND THE INSTALLATION OF TAPERED EDGE LINE MARKINGS IS REQUIRED CONTROL SECTION .pe C—3 a a'< FOR IF PHASE DURATION IS GREATER THAN THREE DAYS. 0902 48 582 LEGEND CW20-1 D WRO ORK I 160' PROPOSED SIGN (36"x36") AHEAD ° CW20-1 D SIDEWALK R9-9 LotEGR1, Blk 18 (36"x36") –► FLOW ARROW Ridglea Addition L DRUM DRUMS , G20-2 END L,! "N i CLOSED (30"x18") RoaO a O WORK I (36"x18") ROAD WORK LI " l INSTALL 4' WIDE AHEAD °ol FLASHING ARROW BOARD � o °o TYPE 3 BARRICADE _ _ _ _ _ _ _ _ _ _ _ _ _ TYPE 3 BARRICADE mod CAMP BOWIE BLVD. - --- Q FIELD CHANGE – 3/1/2016 Q LLJ GRAPHIC SCALE IN FEET I-...-........... ._.....-..-._.....- - .. - Z I INSTALL DRUMS --- 0 10 20 40 = I SPACED AT 10' QDRU DRUM DRUDRUM DRU _ IF SHEET IS 11X17, SCALE IS 1"=40� RU s `fly— --------------- i NOTE: ° – - - - - - I1. CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. I x _ INSTALL 4' WIDE2. CONTACT TODD SCOGGINS AT(817) 215-6230 FOR MANHOLE ND TYPE 3 BARRICADE ROADADJUSTMENTS THAT WILL BE NEEDED. SIDEWALK %xJ LLJ / SIDEWALK R9-9 THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 R9-9 G20-2 HOURS PRIOR TO CONSTRUCTION: k30"X18") CLOSED I CLOSED (30"X18") (36"X18") FORT WORTH T&PW(8117)-392-8100 I ,I I ATMOS ENERGY(817)215-4368 INSTALL 4' WIDE INSTALL 4' WIDE ONCOR GAS &ELECTRIC (817)215-6214 TYPE 3 BARRICADE TYPE 3 BARRICADE TXU ENERGY 1-800-233-2133 SBC TELEPHONE(817)338-6819 60' TANGENT I I ROAD R11-2 ALL OTHER CHARTER FACILITIES) 1 8002DIC TESS72 EXT. 363 Lot1, 2&3A CLOSED (48"x30") Luther�'uadrangleAddition 11' MIN LANE WORK �`��xOF'r11+Fj ROW LANE CLOSED AREA ROW �P . ,��i •SCOTT R.ARNDLD ��•, 96782 ;fir 3 I '1j11i\��,•� R> r• l ------ -------- Kimley>>>Horn ---- -- --- --------� I ROAD W I G20-2 END I I WORK CW20-1D EX ROADWAY Texas Re istered En ineerin Firm F-928 (36"x18") ROAD WORK AHEAD (36"x36") CHANNELIZING DEVICE I ®Texas Department of Transportation M CONSTRUCTION ZONE (02016 � I i �. I WESTRIDGE AVE. - NORTHBOUND AREA 1 PHASE 7 RIDGLEA URBAN VILLAGE 6 TRAFFIC CONTROL SECTION STREETSCAPE IMPROVEMENTS w TRAFFIC CONTROL NOTES: Q 1. ALL TRAFFIC CONTROL SIGNS AND PLASTIC DRUMS SHALL BE IN ACCORDANCE WITH 11' MIN 11' MIN 11' MIN WORK M THE LATEST EDITION OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ROW LANE LANE LANE AREA ROW AREA 1 CAMP BOWIE BLVD AT (TEXAS MUTCD). WESTRIDGE AVE. 2. ANY VARIATIONS TO THE TRAFFIC CONTROL PLAN MUST BE APPROVED BY THE ' I TRAFFIC CONTROL PLAN ENGINEER AND THE CITY. PHASE 7 — SHEET 2 OF 2 U✓�OF� — _ 9N3� 3. CONTRACTOR SHALL CONTACT THE CITY TRAFFIC MANAGEMENT DEPARTMENT AT -- ------ ---------------T --------------- ---1 t t --------- a��N -------------- — -------- UNIT 1 — BASE BID — ----- Z\!\ (817) 392 – 8100 ONE (1) WEEK IN ADVANCE OF IMPLEMENTING THIS TCP. ' FW,FW. P.CT NO. HIGHWAY NO. EX ROADWAY 4. REMOVAL OF ALL CONFLICTING LANE MARKINGS AND THE INSTALLATION OF TAPERED 6 CM 2006 854 US 377 cow„ I CHANNELIZING DEVICE I STATE DjSmCT COUNTY NO. 000< EDGE LINE MARKINGS IS REQUIRED FOR IF PHASE DURATION IS GREATER THAN CONSTRUCTION ZONE �a f- THREE DAYS. TEXAS FTW TARRANT O O U N CONTROL SECnaN JOB 43 J JpQ CAMP BOWIE BLVD. - EASTBOUND AREA 1 PHASE 7 TRAFFIC CONTROL SECTION O.D_JJ 0902 48 I i I I � D I I I I � I I � I I I i I W > p p CW20-1D noq° Q END J J (36"x36") aHEao p I ROAD WORK I G20-2 _Q Q LLd G20-2 (36"x18") O O Li (36"x18") I I NpR� Cr_' Of W' o I I END W W Q ROAD WORK � � Li I O O OGRAP 51C 53AOLE IN FEET60 -- - - - -- - - - ---- '__ - I IF SHEET IS 11X17, SCALE IS 1"=60' NOTE: 1. CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, Lil RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. - - 2. CONTACT TODD SCOGGINS AT(817) 215-6230 FOR MANHOLE Z ADJUSTMENTS THAT WILL BE NEEDED. —► --► = THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO CONSTRUCTION: DRUM DRUM�� D M DRUM RUM -DRiiM DRUM DRUM--ORUA �-DRUM I F- -� DRUM DRUM AT&T 1-800-878-8711 Q FORT WORTH T&PW(817)-392-8100 - - - - - - - O ATMOS ENERGY(817)215-4366 INSTALL DRUMS f ONCOR GAS&ELECTRIC (817)215-6214 00-233-2133 NOAD SPACED AT 35' J I J SBC TELEPHONEB(817)338-6819 eaeK TWO LANES J 000000 ro Q I I CHARTER COMM. (817)509-6272 EXT. 3363 AHEAD CLOSED Q O U G20-2 END � I I ALL OTHER FACILITIES 1-800-DIG-TESS CW20-1D CW20-5aR ly INSTALL FLASHING 36��x18" ROAD WORK CW20-1D I W I W YELLOW ARROW BOARD (36"X18") INSTALL DRUMS � (36"x36") (36"x36") � (36"x36') � � — j14 SPACED AT 35' oI 2 WATER LINE B TCP FIELD CHANGE 3/2/2016 O 0 160' 160' U 245' TAPER 245' TANGENT �E OF tT1y1! I •r ....................RARNOLD� 3/2/2016 2 016 96772 Kimle *Horn II I I I Texas Registered Engineering Firm F-928 a ®Texas Deportment of Transportotlon ©2016 RIDGLEA URBAN VILLAGE — — I STREETSCAPE IMPROVEMENTS N L G TRAFFIC CONTROL NOTES: AREA 1 1. ALL TRAFFIC CONTROL SIGNS AND PLASTIC DRUMS SHALL BE IN ACCORDANCE WITH THE PROPOSED SIGN CAMP BOWIE BLVD AT �c� LATEST EDITION OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TEXAS WESTRIDGE AVE. MurcD). FLOW ARROW TRAFFIC CONTROL PLAN o N o 2. ANY VARIATIONS TO THE TRAFFIC CONTROL PLAN MUST BE APPROVED BY THE ENGINEER T V i4F! AND THE CITY. WATER LINE B — PHASE 1 1n,�. DRUM DRUMS SHEET 1 OF 2 9 N IN 3. CONTRACTOR SHALL CONTACT THE CITY TRAFFIC MANAGEMENT DEPARTMENT AT Z N/N (817) 392 — 8100 ONE (1) WEEK IN ADVANCE OF IMPLEMENTING THIS TCP. <n..n °o FLASHING ARROW BOARD QM7 YM FED.RD. PROJECT N0. HIGHWAY NO. 4. CONTRACTOR SHALL OPEN UP THE INSIDE THROUGH LANE ALONG CAMP BOWIE BLVD. 6 CM 2006 854 US 377 r 0:2 • DURING NON—WORKING HOURS. TYPE 3 BARRICADE NO.s ED a N TEXAS FTW TARRANT 000 -- CONTROL SECTION JDD WLB-1 n-a O Q dd J J 0902 48 58 WORK 11' MIN 11' MIN ROWAREA LANE LANE- --- ANE ROW I ----------------- CONSTRUCTION ZONE J I \\ l c20-2 CHANNELIZING DEVICE (36"x18") I EX ROADWAY I CW20-1D ROAD NI END (36"x36") HEAD q ROAD WORK WESTR I D GE AVE. — NORTHBOUND WATER LINE B PHASE 1 I Lot E315'Lot F.Blk 20 0 Ridgtea Additiwt Al TRAFFIC CONTROL SECTION I R11-4 ROAD CLOSED 60" x 30" THRU TRAFFIC (� s R3-2 I ;t � (36"x36") R3-2 160' 160' / (36"x36") ' R36"00")) N ROAD (36"x30") Lot EGR7,8/k 16 u!" ONLY diY I I Ridglea Addition TURN!"N. WORK HEAD I INSTALL 4' WIDE - N TYPE 3 BAR ICADE I CUSTOM CW20-1D �R Q ❑p ' INSTALL DRUMS (36"x36") (36"x36") CAMP BOWIE BLVD. SPACED AT 35' z SIDEWALK ~ F GRAPHIC SCALE IN FEET I �- - 0 15 30 60 CLOSED -- _ _ f— S - — — — R9-9 �_ — -- -_ — U - - - - (30"x18") DRRUMF---rUM DRUM D IF SHEET IS 11X17, SCALE IS 1"=60' Q ` INSTALL 4' WIDE _ o NOTE: TYPE 3 BARRICADE ` - � � 0 - - SIDEWALK 1. CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, ��DRUM DRUM-�DRUM- RUM to xo --� RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. DRUM��DRUM CLOSED -- -- - -- - 2. CONTACT TODD SCOGGINS AT(817) 215-6230 FOR MANHOLE -- R9-9 --�R5-1 ADJUSTMENTS THAT WILL BE NEEDED. (30"x18") (36„x36.,)' A--� --- - - - - _ - ► THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO CONSTRUC710N: CAMP BOWIE BLVD. __ __ _ _ _ AT&T 1-BOO-878-8711 [if C20-2 END I FORT WORTH T&PW(817)-392-8100 ' INSTALL DRUMS L-xiP SIDEWALK R9-9 Lott 2 g;A (36"x18") ROAD VYORK I ATMOS ENERGY(817)215-4366 = ONCOR GAS &ELECTRIC(817)215-6214 SPACED AT 20' I J CLOSED 30"x18 ( � Lu;he� uadran le Addition ' U O " ') Q I I � I g TXU ENERGY 1-800-233-2133 0000000 INSTALL 4' WIDE I SBC TELEPHONE (817)338-6819 I 00 R3-1 TYPE 3 BARRICADE CHARTER COMM. (817)509-6272 EXT. 3363 U INSTALL FLASHING (36"x36") I, j INSTALL DRUMS I ALL OTHER FACILITIES 1-800-DIG-TESS YELLOW ARROW BOARD SPACED AT 10' 245' TAPER 60' TANGENT I oN Q I "AlOCw20-1D I WATER LINE B TCP FIELD CHANGE 3/2/2016 Q Cat IR,Bik 37 G20-2 END Q I AHEAD (36°x36") Ridgiea Adriiitai (36"x18") ROAD WORK - th �c�a1T7 TRAFFIC CONTROL NOTES: I OF Ld 1. ALL TRAFFIC CONTROL SIGNS AND PLASTIC DRUMS SHALL BE IN i ACCORDANCE WITH THE LATEST EDITION OF THE TEXAS MANUAL I °SCOTT°R.ARNIX_D.r 3/2/2016 ON UNIFORM TRAFFIC CONTROL DEVICES (TEXAS MUTCD). 96782CEN r4�� 2. ANY VARIATIONS TO THE TRAFFIC CONTROL PLAN MUST BE I APPROVED BY THE ENGINEER AND THE CITY. eq t %ilk N I- 3 3. CONTRACTOR SHALL CONTACT THE CITY TRAFFIC MANAGEMENT ul Kimle *Horn i I DEPARTMENT AT in 392 - 8100 ONE (1) WEEK IN ADVANCE OF IMPLEMENTING a THIS TCP, Texas Re istered neering Firm F-928 4. REMOVAL OF ALL CONFLICTING LANE MARKINGS AND THE ®Texas Department of Transportatlon o INSTALLATION OF TAPERED EDGE LINE MARKINGS IS REQUIRED FOR IF PHASE DURATION IS GREATER THAN THREE DAYS. ©2016 5. CONTRACTOR SHALL OPEN UP THE INSIDE THROUGH LANE ALONG RIDGLEA URBAN VILLAGE W CAMP BOWIE BLVD. DURING NON-WORKING HOURS. STREETSCAPE IMPROVEMENTS LEGEND 11' MIN 11' MIN WORK M ROW LANE LANE AREA ROW AREA 1 PROPOSED SIGN ate¢ CAMP BOWIE BLVD AT FLOW ARROW r - WESTRIDGE AVE. TRAFFIC CONTROL PLAN UNO.'-- oas DRUM DRUMS ! l _ T WATER LINE B PHASE 1 ZNNo ,, ------�`---------------T- --------- - SHEET 2 OF 2 �� L---------------.! L---------- ----- ----J \—� Q M Y P\7 °o FLASHING ARROW BOARD , �, EX ROADWAY O.RO. I PROJECT NO. HIGHWAY 140. DO " mTYPE 3 BARRICADE CHANNELIZING DEVICE I 6 CM 2006 854 US 377 RZ� NO. SHEET o�N STATE DISTRICT COUNTY a9F-<F- CONSTRUCTION ZONE TEXAS FTW TARRANT 0 < CONTROL sEcnDN WLB-2 Joe a.0 o_�0� CAMP BOWIE BLVD. — EASTBOUND WATER LINE B PHASE 1 TRAFFIC CONTROL SECTION 0902 48 582 i � o I iI , iI , I I , I I Lij p CW20-1DWORK ¢ END J J (36"x36") AHEAD p I ROAD WORK I Q Q w G20-2 , N (62018) 01 END Lil W Q - - - - - - - ROAD WORK I Up - -- GRAPHIC SCALE IN FEET U U 0 15 30 60 - — , IF SHEET IS 11X17, SCALE IS 1"=60' -- - Q NOTE: 1. CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, `c RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. W2. ADJUSTMENTS THAT WILL BE AT(817) FOR MANHOLE -� --► _ _ I = THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 - --- - -- _-- _� HOURS PRIOR TO CONSTRUCTION: _ DRUM RUM -DRUM DRUM DRUM--BRUA >•� M ' AT&T 1-800-878-8711 DRUM DRUM��DRUM■�DRUM D M Q FORT WORTH T&PW (817)-392-8100 ATMOS ENERGY(817)215-4366 ♦ d 1� _ _ _ _ _ _ _ ONCOR GAS &ELECTRIC(817)215-6214 INSTALL DRUMS r TXU ENERGY 1-800-233-2133 C) � SPACED AT 35' I J SBC TELEPHONE (817)338-6819 RDAD LEFT J O 00000 E.1CHARTER COMM. HEA TNOIARES O o I ' ALL OTHER FACILITIES DIGS TESS363 AHEAD CLOSED Q O U I UINSTALL FLASHING G20-2 END ' CW20-1D CW20-5aR YELLOW ARROW BOARD (36'X18") ROAD WORK ROAD CW 1D Ld W I MS (36"x36") (36"x36") _ AHEAo (36"x36") SPACED AINSTALL T ' I p , 2 WATER LINE B TCP FIELD CHANGE 3/2/2016 o 245' TANGENT 160' 160' U 245' TAPER ZE'DF 1Tc1�I I, *.!r i*scorT. . ......R.n .q.'; I %a .......... r 3/2/2016 rp 96782 I I f►►I it/0N L �_+gym P R> Kimle *Horn I. w I I Texas Ri ng Firm F-928 ")Tx,, Deportment of Tronsportdlon ©2016 RIDGLEA URBAN VILLAGE STREETSCAPE IMPROVEMENTS W L G TRAFFIC CONTROL NOTES: AREA 1 m 1. ALL TRAFFIC CONTROL SIGNS AND PLASTIC DRUMS SHALL BE IN ACCORDANCE WITH THE PROPOSED SIGN CAMP BOWIE BLVD AT m LATEST EDITION OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TEXAS WESTRIDGE AVE. aha MUTCD). FLOW ARROW TRAFFIC CONTROL PLAN 0 e iV 2. ANY VARIATIONS TO THE TRAFFIC CONTROL PLAN MUST BE APPROVED BY THE ENGINEER WATER LINE B - PHASE 2 AND THE CITY. ®DRUM DRUMS SHEET 1 OF 3 00 Z N 3. CONTRACTOR SHALL CONTACT THE CITY TRAFFIC MANAGEMENT DEPARTMENT AT 0 ZN%N (817) 392 — 8100 ONE (1) WEEK IN ADVANCE OF IMPLEMENTING THIS TCP. 0 FLASHING ARROW BOARD z\ ` OI FEO.RO. PROJECT NO. HIGHWAY NO. QMY I 4. CONTRACTOR SHALL OPEN UP THE INSIDE THROUGH LANE ALONG CAMP BOWIE BLVD. 6 CM 2006 854 US 7 r.. ei DURING NON—WORKING HOURS. TYPE 3 BARRICADE Nor m� � STATE DISTRICT COUNTY o z N I TEXAS FTW TARRANT F<F coNmoL sEcnoN Jae WLB-3 000< a a 0902 48 582 11' MIN WORK ROW LANE AREA ROW I I---f --- -------J -------- EX ROADWAY) CONSTRUCTION ZONE ' CHANNELIZING DEVICE WESTRIDGE AVE. — SOUTH LEG WATER LINE B PHASE 2 ' Lot E315'Lot F.CIA 20 R AD ° I END G20-2 / TRAFFIC CONTROL SECTION P,rdg/ea Addition CW20-1D WORK I ROAD WORK (36"x18") / ' (36"x36") AHEAD I 0 � 160' / N ROAD �o LotEGRI,Blk 16 WORK / RfOglea Addition AHEAD / INSTALL 4' WIDE \ L CW20-1D N°R�jy TYPE 3 BARRICADE _] I (36"x36') CAMP BOWIE BLVD. f SIDEWALK GRAPHIC SCALE IN FEET �— CLOSED 0 15 30 60 I R9-9 I - (30"x18") 17 -- -- f INSTALL 4' WIDE -- ~ IF SHEET IS 11X , SCALE IS 1"=60' TYPE 3 BARRICADE r NOTE: SIDEWALK R9-9 r j �' -` CLOSED (30"x18") Q 1. CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, ' T —� —► y _ —� CAMP BOWIE BLVD. —� RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. �..DRUM�■DRUM DRUM ORUkt-�DRUM D UM D M DRtihk` 2. CONTACT TODD AT WILL E NEEDB17)ED.215-6230 FOR MANHOLE I —� ADJUSTMENTS THAT WILL BE NEEDED. zDRUM`_� - THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 J - - — — —► o _ HOURS PRIOR TO CONSTRUCTION: t AT&T 1-800-878-8711 ° - - FORT WORTH T&PW(817)-392-8100 G20-2 END �- -- - - - - -_ -- - -- - - - - - - - - - - - ATMOS ENERGY PW(815-4366 Q ' SIDEWALK R9-9 (36"x18") ROAD WORK Lot L 2&3A I ONCOR GAS &ELECTRIC(817)215-6214 INSTALL DRUMS CLOSED (30"x18") Luther Quad�angleAddition TXU ENERGY 1-800-233-2133 = SPACED AT 20' IxJ I I U 00 - I INSTALL 4' WIDE I SBC TELEPHONE CHARTER COMM.(817))338-6819 9-672 XT. Of 06.0 00000 ALL OTHER FACILITIES 1-8002 DIG-TESS363 I 00 Q TYPE 3 BARRICADE U INSTALL FLASHING LJ I LLI INSTALL DRUMS IYELLOW ARROW BOARD > I CD SPACED AT 10' I 245' TAPER Q so' TANGENT f I ROAD R11-2 I 2 WATER LINE B TCP FIELD CHANGE 3/2/2016 I w 1- I CLOSED (48"x30") TRAFFIC CONTROL NOTES: Lot 113. (n ,Blk 37 p ��3o"gy Ridglea 3 Addition 1. ALL TRAFFIC CONTROL SIGNS AND PLASTIC DRUMS SHALL BE IN H I ACCORDANCE WITH THE LATEST EDITION OF THE TEXAS MANUAL I r I I ON UNIFORM TRAFFIC CONTROL DEVICES (TEXAS MUTCD). •.' °.•r W �........................., SCOTT R.ARNOLO y 3/2/2016 I %'a�....9 . ' J I 2. ANY VARIATIONS TO THE TRAFFIC CONTROL PLAN MUST BE rr�x; 6782......... ROAD APPROVED BY THE ENGINEER AND THE CITY. I rrltyi ieii��` G20-2 END CW20-1D 3. CONTRACTOR SHALL CONTACT THE CITY TRAFFIC MANAGEMENT WORK (36"x18' ROAD WORK I AHEAD (36"x36") DEPARTMENT AT I 3 (817) 392 - 8100 ONE (1) WEEK IN ADVANCE OF IMPLEMENTING THIS TCP. I Kim ey*Horn N w I I 4. REMOVAL OF ALL CONFLICTING LANE MARKINGS AND THE Texas Re istered EngineeringFirm F-928 a INSTALLATION OF TAPERED EDGE LINE MARKINGS IS REQUIRED FOR IF PHASE DURATION IS GREATER THAN THREE DAYS. a Texas Department of TranspartotlGn 5. CONTRACTOR SHALL OPEN UP THE INSIDE THROUGH LANE ALONG ©2016 ai CAMP BOWIE BLVD. DURING NON-WORKING HOURS. RIDGLEA URBAN VILLAGE N 6. REFER TO SHEET WLB-5 FOR WESTRIDGE AVE. DETOUR PLAN. STREETSCAPE IMPROVEMENTS w LEGEND 11' MIN 11' MIN WORK ROW LANE LANE AREA ROW AREA 1 c� CAMP BOWIE PROPOSED SIGN WESTR WESTRIDGE AT AVD Ewa t g�� — FLOW ARROW l l TRAFFIC CONTROL PL WATER LINE B PHASE 2 0��N _—_ SHEET 2 OF 3 �� r� r.o,.,« DRUMS ------ n---------------`r --------- ----- / L— J L---------- ----- ----J 0NN <v,Y� o FLASHING ARROW BOARD EX ROADWAY FED.RD. PROJECT NO. HIGHWAY NO. } TYPE 3 BARRICADE ESTATE CM DISTRICT206 854 COUNTY US 37SHEIET 7 HZ� CHANNELIZING DEVICE 0 0 o N CONSTRUCTION ZONE NO. AS FTW F a F coNXmDL nay TARRANT WLB-4 o0OQ aa�� CAMP BOWIE BLVD. — EASTBOUND WATER LINE B PHASE 2 TRAFFIC CONTROL SECTIO oso2 48 582 NOTES: 1 L rrwn 1. CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO CAREFULLY REMOVE ALL Lot E315'Lot F, Blk 20V �I EXISTING BRICK PAVERS.THE BRICK PAVERS SHALL BE HANDLED WITH II Lot I EGR1, Blk 18 EXTREME CARE TO AVOID CHIPPING AND/OR BREAKING OF PAVERS UNTIL Ridglea Addition Lu INSTALLED.THEY SHALL BE CLEANED AND NEATLY STACKED ON PALLETS�' > FULL DEPTH SAWCUT Ridglea Addition (NOT TO EXCEED 3 FEET IN HEIGHT).THIS WORK WILL BE CONSIDERED SHOPPING W Q I (SEE NOTE 1) SHOPPING SUBSIDIARY TO ITEM 1052016. I CENTER REMOVE EXISTING r > CENTER 2. CONTRACTOR SHALL KEEP TRAFFIC SIGNALAND STREET LIGHTS > I OPERATIONAL DURING CONSTRUCTION. CONTRACTOR SHALL CONTACT MR. CONCRETE FLUME EXISTING LANDSCAPING EXISTING PROTECTED KEN BROCK AT(617)360-6364 72 HOURS PRIOR TO STARTING ANY WORKTHAT OTO i,, WILL DAMAGE THE CITY'S SIGNAL OR LIGHTING SYSTEM. EXISTING ASPHALT PARKING REMOVE EXISTING STAB I \\ LOT TO BE REMOVED AND REMOVE 4"LANE LINE Q \ \ LANDSCAPED BASE AND ASPHALT � MARKING (WHITE)-100 LF Al 16") ( PAVEMENT 1 REMOVE EXISTING No SIDEWALK Rry FULL DEPTH SAWCUT REMOVE 4"LANE LINEREMOVE EXISTING TEXT (SEE NOTE 1) I \ \ REMOVE 4"LANE LINE MARKING(WHITE)-100 LF PAVEMENT MARKING-1 EA \; I MARKING(WHITE)-130 LF GRAPHIC SCALE IN FEET REMOVE TYPE I-C PVMT a 10 2a ao MRKG-7 EA SHEET IS IIX17, SCALE I5 40, 16XisTING�6IDEWALY r---------------- --------------� v 1� \ ---- ----------------------� CAMP BOWIE BLVD. -- �� REMOVE EXISTING ARROI ——-- \\\\\� —— ——00 PAVEMENT MARKING-1 E r------------------- ------- ,--------- ------ - -- -� CAMP BOWIE BLVD. I \ ----------------- ------------ \` \ \\\ \� --------- -- -------------- REVISIONS 1EXiSTING SIOEWAU() s 11\ N0. Q DESCRIPTION DATE — — — — — — Y Z^ 1 Q MILL, OVERLAY, AND STRIPING 03/10/2016 REMOVE 4"LANE LINE EMOVE EXISTING REMOVE EXISTING CONCRETE REMOVE 4"LANE LINE 3 MARKING(WHITE)-92 LF BASE AND ASPHALT z3/ I ` \\ CURB AND GUTTER MARKING(WHITE)-100 LF REMOVE TYPE I-C PVMT PAVEMENT(16") OF TFII�I MRKG-5EA \\\, m REMOVE 4"LANE LINE SCO R ARNO D' �,r T \ p i 03/10/2016 REMOVE EXISTING \ \\ REMOVE EXISTING REMOVE EXISTING TEXT sA. s6�a2 :Wd MARKING WHITE -100 LF SIDEWALK AND CURB RAMP \\ \ SIDEWALK AND CURB RAMP PAVEMENT MARKING-1 EA '�i (WHITE) d R r \ I fP 1B1l�Ba�e ems` ,,E \ 1 1 w *Horn I Kimle v I , > I Texas Registered Engineering Firm F-928 LEGEND I Q I Texas Department of Transportatlon Lu SHOPPING SHOPPING ©2016 REMOVE ASPHALT RIDGLEA I Ur I CENTER ® PRESBYTERIAN REMOVE CONCRETE FLUME PRESCHOOLI � 1 elf I Lot 1, 2&3A 1 I Luther Quadrangle REMOVE CONCRETE Lot 1R, Blk 37 II Addition CO CURB AND GUTTER Ridglea Addition j AREA 1 R ® I CAMP BOWIE BLVD AT REMOVE SIDEWALK WESTRIDGE AVE, REMOVE CONCRETE REMOVAL LAYOUT PROPOSED MILL AND OVERLAY UNIT 1 — BASE BID FED.RO. PROJECT N0. HIGHWAY NO. 6 CM 2006 854 US 377 STATE DISTRICT COUNTY SHEET NO. TEXAS FTW TARRANT CONTROL SECTION JOB 70 0902 48 582 LO�Jp, NORTH 1, ei �\E Q P g0 N.T.S. 0- GPM 0 E>' 0 = o z o 0 LEGEND PROPOSED SIGN G F FLOW ARROW z 6\Jpo DRUM DRUMS m 01 o FLASHING ARROW BOARD MQ GEDDES AVE. GP TYPE 3 BARRICADE 0 0 r> 41- NOTE: �J1 Z), 1. CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, YIESTRID6E AYE >j ROAD R11-2 y RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. M4-12T O CLOSED 48"X30" 2. CONTACT TODD SCOGGINS AT(817) 215-6230 FOR MANHOLE END O ( O� ADJUSTMENTS THAT WILL BE NEEDED. (48"x12") DETOUR THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 �L �G HOURS PRIOR TO CONSTRUCTION: M4-8A \ ROAD CLOSED R11-4 (24"x18") TO FORT 1-800-878-8711 M4-12T THRU TRAFFIC (60%30") FORT WORTH Y PW(817)-392-8100 (48"X12") DIAZ AVE. ATMOS ENERGY ELECTRIC (8176 ONCOR GAS &ELECTRIC (817)215-6214 TXU ENERGY 1-800-233-2133 YIESTR106E AYE M4-12T SBC TELEPHONE(817)338-6819 TCHARTER COMM. (817)509-6272 EXT. 3363 Q Jp. y DETOUR M4-9R (48"X12") ALL OTHER FACILITIES 1-800-DIG-TESS ♦ (30"x24") WESTRIOLE AYE v �� DETOUR M4-9L vL GPMP O �"� (30"x24") &WATER LINE B TCP FIELD CHANGE 3/2/2016 v OF »u1TT CW20-2D SUNSET DR. e�E .+9a=,,i� aoo (36"x36") . ..........,.................. ' > SCOTT R.ARNOLO ...: 7 i 2i 2016 DETOUR Q O AHEAD HOUGHTON AVE. Kimley»)Horn En �( Texneering Firm F-928 ®Texas Department of Transportation @2016 o� RIDGLEA URBAN VILLAGE W yL STREETSCAPE IMPROVEMENTS AREA 1 WELLESLEY AVE. CAMP BOWIE BLVD AT WESTRIDGE AVE. TRAFFIC CONTROL NOTES: TRAFFIC CONTROL PLAN jN DiVOCj WATER LINE B PHASE 2 - DETOUR 1. ALL TRAFFIC CONTROL SIGNS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE � la TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TEXAS MUTCD). Z N N aMY� 2. ANY VARIATIONS TO THE TRAFFIC CONTROL PLAN MUST BE APPROVED BY THE ENGINEER FED.RO. PROJECT NO. HIGHWAY NO. AND THE CITY. 6 CM 2006 854 US 377 ET m�1 Z ` STATE DISTRICT COUNTY No. D<FN 3. CONTRACTOR SHALL CONTACT THE CITY TRAFFIC MANAGEMENT DEPARTMENT AT TEXAS FTW TARRANT o0oQ (817) 392 — 8100 ONE (1) WEEK IN ADVANCE OF IMPLEMENTING THIS TCP. coNTRa SECTION roe WL i a 0902 48 582 Lot E315'Lot F, Blk 20 I I Lot EGR1, Blk 18 NoRTy Ridg lea Addition I` a P,idglea Addition I'! I SHOPPING CENTER GRAPHIC SCALE IN FEET SHOPPING CENTER _! I o 1 zo 40 PROPOSED 4" I L1J IF SHEET IS 1IX17, SCALE IS CENTERLINE(YELLOW)-115 LF I Q 1 =40 PROPOSED 4" W PROPOSED 12" A Al LANE LINE(WHITE)-45 LF I J Q CROSS WALK(WHITE)-515 LF PROPOSED 4"LANE LINE PROPOSED 4"LANE LINE ! (ENTIRE INTERSECTION) MARKING(WHITE)-120 LF MARKING(WHITE)-120 LF PROPOSED 24" I [10'STRIPE,30'SPACING] [10'STRIPE,30'SPACING] STOP BAR(WHITE)-22 LF I I PROPOSED 24" PROPOSED TYPE I-C RAISED PROPOSED TYPE I-C I W STOP BAR(WHITE)-42 LF PVMT MRKG-6 EA RAISED PVMT MRKG-6 EA -- - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - PROPOSED TEXT PAVEMENT PROPOSED ARROW PAVEMENT PROPOSED ARROW PAVEMENT PROPOSED 8"LANE LINE MARKING(WHITE)-1 EA MARKING(WHITE)-1 EA MARKING(WHITE)-1 EA MARKING(WHITE)- 100 LF INSTALL TYPE 1-C PVMT -- __ - - = --- - - - - MRKG 5 EA 1 - - --- CAMP BOWIE BLVD. - -- .......... . .......... .......... I - - 56' 20' r REVISIONS NO. p DESCRIPTION DATE ilk- - - - - - - - _ - -- - - - ___ _ - --_ - t _ — -- — - - - - - - - - y - H • _I 1 p, MILL,OVERLAY, AND STRIPING 03/10/201 46 I 1 "P) _ _ I PROPOSED ONLY PAVEMENT PROPOSED ARROW PAVEMENT 3 p MARKING(WHITE)-1 EA MARKING(WHITE)-1 EA PROPOSED 8"LANE LINE PROPOSED 4"LANE LINE I ;� �P..o..... s MARKING(WHITE)-120 LF MARKING(WHITE)-120 LF I �' Q PROPOSED 24" p+� 10'STRIPE,30'SPACING STOP BAR(WHITE)-21 LF ............••••'••® PROPOSED TYPE I-C RAISED [ ] I W I �•SCO....ERR.D•r osnorzDs 96782 PVMT MRKG-6 EA PROPOSED TYPE I-C RAISED (D PROPOSED 4"LANE LINE PVMT MRKG-6 EA p MARKING WHITE -120 LF A',It .- PROPOSED 4" (WHITE) Tliltaa�� "' LANE LINE(WHITE)-50 LF [10STRIPE,30'SPACING] 1 I PROPOSED TYPE I-C RAISED" W I PVMT MRKG-6 EA Kimley*Horn PROPOSED 24 PROPOSED 4"CENTERLINE STOP BAR(WHITE)-40 LF > (YELLOW)-100 LF Texas Registered Engineering Firm F-928 @Texas Department of Transportation 02016 1 I SHOPPING RIDGLEA I ` I CENTER RIDGLEA URBAN VILLAGE PRESBYTERIANSTREETSCAPE IMPROVEMENTS PRESCHOOL Lot 1, 2& I Luther Quadranan gle Lot IR, Blk 37 I i Addition NOTE: Ridglea Addition I AREA 1 1. CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, I CAMP BOWIE BLVD AT RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. 2. CONTACT TODD SCOGGINS AT(817) 215-6230 FOR MANHOLE I I WESTRIDGE AVE ADJUSTMENTS THAT WILL BE NEEDED. j ' I STRIPING LAYOUT I THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 I I HOURS PRIOR TO CONSTRUCTION: UNIT 1 - BASE BID AT&T 1-800-878-8711 FORT WORTH T&PW(817)-392-8100 ATMOS ENERGY(617)215-4366 FEO.RD. PROJECT 140. HIGHWAY NO. ONCOR GAS &ELECTRIC (817)215-6214 6 CM 2006 854 US 377 TXU ENERGY 1-800-233-2133 SHEETO. SBC TELEPHONE (817)338-6819 STATE DISTRICT COUNTY SH N CHARTER COMM. (817)509-6272 EXT. 3363 TEXAS FTW TARRANT ALL OTHER FACILITIES 1-800-DIG-TESS CONTROL SECTION JOB 91 0902 48 582