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TCP: Swift Green Line All Signs & Spacing to conform to the MUTCD SPEED www.invarion-corn <br /> Station 3039 SB LIMIT a/e <br /> ADD DIMENSIONS FOR ALL <br /> Double lane closure ADVANCE SIGNAGE, PARTICULARLY 45 ,Y" \ 2 <br /> ROAD WORK AHEAD" SIGNS (TYP) <br /> CHANNEGZINO DEVICE SPACING(FEET) <br /> MPH TAPER TANGENT <br /> 5070 OD BD <br /> 35105 30 sD <br /> 25130 20 40 Scale: <br /> SIGN SPACING=K(FEET)DI <br /> BUFFER DATA EREExAYBA EXPRESSWAYS NNIS MPH + CEA6 <br /> LONGITUDINAL BUFFER SPACERURAL WORM.=B 8004 —200 ft— <br /> SPEEO(MPH) 25130 35 40 I 50 U GAOSKD NPRURAL ROADS 45/65 H SO± <br /> LWv" P, Tj°, RSAx ARTExwLs N 4 <br /> LENGTH(FT) 155 200 350 305 125 0 5 D RESIDENTIAL UNSINESSg3 Icn.,,,,,,,'"%.7,,' <br /> NG FTN OWED <br /> rn –(2) <br /> PROTECTIVE VEHICLE WITH TMAROLL AHEAD DISTANCE OMAN irRcsls 25 MPH OR LESS lar±(2) <br /> TYPICAL PROTECTIVE TYPICAL morn.TMA1m6WB.E OP RARON DESMATED. BLACKwRHTMA 1L ...NARY ALL 316115 ARE a�X6e BLACK ON ORANGE UNLESS OTHERWISE <br /> VEHICLE TYPE Itl All spacing^dY 0e atllualee ro xcerrotive IMercxenge ramps, <br /> Legend <br /> YARD DUMP TRUCK 4MVHT TE 30 MIN. 1215EEEe'reMeIGSan urs M iYroadway mntlxusACCORDANCE <br /> SERVICE TRUCK IN <br /> EAT SED.ETD' MANUFACTURER ,DD MAK. a Work Area <br /> 1104042151 TAPER LESSOR IU IN FEET <br /> f� <br /> /,�ROLL AHEAD STOPPING DISTANCE ASSUMES CRY PAVEMENT L.,. .6206 6P6641 ) <br /> V A PROTECTNE VEHICLE IS RECOMMENDED REGARD..IF ,TION N Class B Sign <br /> ATMA M AVAILABLE.IF NO TMA IS USED.THE PROTECTNE VEHICLE – FM- 25 35 46 SS N <br /> SHALL BE STRATEGICALLY LOCATED IN ME RELD TO 10 105 150 205 265 450 500 550 Monday - Thursday (nightly): p <br /> 9 m - 5am 0 Barrel <br /> SHIELD WORKER..NO ROLL AHEAD DISTANCE IS SPECIFIED. <br /> 11 115 115 , 335 385 485 550 BOS 6W ( �J <br /> REFER TO gWPTER 1.5.5 FOR ADDITIONAL INFORMATION <br /> 12 125 160 345 320 540 600 660 Tm MO DDD Arrowboard <br /> General Notes: <br /> 1.Allowable hours for single lane closure Sunday-Thursday 8pm-5am Relocated bus stop <br /> 2.Allowable hours for double lane closure-Sunday-Thtneder9pnr5em- add ped detour signs <br /> 3.Existing lane widths will be maintained. <br /> 4.Temporary surfacing measures will be provided for pedestrian routing through work zone during non-working hours. <br /> 5.During Non-work hours all temporary surfacing in pedestrian areas shall be ADA compliant. <br /> 6.When flaggers are used during hours of darkness the flagging station must be illuminated. / , <br /> SLE�N . . <br /> ' ' / cLo56DAxFAD ., <br /> `I SED AxE4DJ / // ® s] ROAD <br /> cm~vae J <br /> Cl <br /> ' '' 1k,, <br /> L GL I ._ _AirpoRd I 495 ft v I 990 ft j1jjj1i 495 ft L • NEAa <br /> cP <br /> ' I Cit <br /> Airport Rd <br /> \.7 <br /> �� <br /> CLOSED <br /> LK 1,'''''' '''''.6. ./ <br /> �J / /// 0it •J� ROco <br /> AD <br /> WORK <br /> Al- // <br /> AEA4 <br /> Added notes: <br /> Channelization devices shall be extended to a point where they are visible to approaching traffic <br /> 'A minimum of 5 Channelization devices shall be used on tapers add ped detour signs <br /> 'All signs shall be 48"x 48"for diamond shaped construction signs,unless otherwise noted <br /> "Contractor shall not store any equipment.vehicles,or materials within the clear zone as specified in the <br /> Special Provisions <br /> "Steady burning warning lights(Type C MUTCD)shall be used to mark channelization devices at night. <br /> All TCP sheets shall refer to the additional requirements from Special provision 1-07.23. <br /> 'Contractor shall maintain access to the existing transit stops. Contractor shall coordinate with CT a <br /> minimum of 10 days prior to any impacts to accessing existing transit stops and include signage for a <br /> temporary location within 250'that allows full accessibility to passengers. <br /> Manifest <br /> 83 x Barrel <br /> 5 x W20-1 road work ahead <br /> - Date:9/2612017 Author:Anthony Stordahl,TCS 4010394 Exp 713112020 Phone:(206)372.1452 2 x Arrowboard <br /> Email:antstordahlayahoo.com Anthony Stordahl Consulting,LLC:. 2 x Sidewalk Closed Ahead <br /> ./1 Comments: 2 x W4-2 L Transition Left <br /> 1 x Crosswalk Closed <br /> J 1 x M4-9b detour for peds <br /> 2 I.x R9-11(R)Sidewalk Closed Ahead,Cross Here R9-11(R) <br /> \ I I ) / ) 1 x R9-9 Sidewalk Closed <br /> 1 x W20-5a right two lanes closed ahead <br />