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TCP: Swift Green Line All Signs & Spacing to conform to the MUTCD SPEED www.invarion.com <br /> 5 ,` <br /> Station 3020 NB LIMIT � : <br /> Single lane closure 4 ,� <br /> CHANNELDING GEVICE SPACING(FEET) <br /> MPH TAPER TANGENT <br /> 5070 40 W <br /> 35'45 30 60 <br /> 25/3D 20 40 Scale: <br /> SIGN SPAGINGAX(FEET)(1) <br /> BUFFER DATA FREEWAY.EXPRESSWAYS SLTOMPN PER nos <br /> LONGITUDINAL BUFFER SPACE=B RUAL NMMWAYS so ss MPH ow* -200 ft— <br /> RURAL ROADS a6/65MPH cart <br /> SPEED(M.) 25 30 35 40 I4�5 150 S aNdO ern 36. <br /> LENGTH(FT) 1551200 2W 3051160 1025 5 boo 4S ARTERIALSRESIDENNAL SS 4060 MPX ]ar:(2) <br /> PROTECTIVE VEHICLE WITH TIM ROLL AHEAD DISTANCE URBAN STREETS 25 NPH ER LESS 1DM1(2) <br /> TYPICAL PROTECTIVE TY%CAL PROTECTIVEVEHCLE STATIONARY ALL SIGNSAREsrx 4r BLACK ON ORANGE UNLESSOTHERWISE <br /> VEHCLETTPE (WITH TMA)LOADED WDGM OPERATOR DESIGNATED. <br /> NiTHTFq 0E9 IW (1)All spacing may be adjusted to accommod.interchange ramps, <br /> PROIDUNNTRUPC derlm n1 EIGHT 11$9R�MLLff 30 MIN. Mgrade Intersections,and driveways. Legend <br /> SERVK£TRCCIt AWA,IN WEIGHT <br /> IGHTSALL (2)The spacing may be reduced N urban areas to IN made,condMons <br /> FLAT BED.ETO •_ MX.X. Work Area <br /> ENOATTOSI MINIMUM TAPER LENGTH(1)M FEET '" <br /> /,�ROLL AHEAD STOPPING DISTANCE ASSUMES CRY PAVEMENT Lane Posted Speed(mph) <br /> V APROTECTNE VEHICLE IS RECOMMENDED REGARDLESS K WMM 50 55 Class BSign <br /> A TMA ISAVAILABLE IF NOTMA IS USED.THE PROTECTIVE VEHICLE rM 25 M <br /> SHALL BE STRATEGICALLY LOCATED IN THE FID TO 10 105 150 205 255 450 500 550 • <br /> SXIELDPORKERSAND NO ROLL AHEAD DISTANCE ISSPECEIED. <br /> Barrel <br /> H 115 165 225 295 495 550 WS NM iREFER TO CHAPTER 1.55 FDRA00RIDNALINFORATION 12 115 NO 245 320 So 800 NO 720 TNO Monday - Thursday (nhily): 9 m - yam DD <br /> Arrowboard <br /> General Notes: <br /> 1.Allowable hours for single lane closure Sunday-Thursday 8pm-5am ;4_ Relocated bus stop <br /> 2.Allowable hours for double lane closure • •. •. • <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 /> //, %./ <br /> add ped detour sign <br /> CLOSEDLK <br /> CLO FDAXEAD / / <br /> Airport Rd MDEWALK <br /> _ a„ <br /> 500 w N 500 ft 1 500 ft I .6.. „....„------.11;; .., 1 / ..1-----. ' <br /> 0 495 ft 360 ft 11 <br /> d • X X X L E3 y, 1/ = I Airport Rd // <br /> . . <br /> `�� ua==�e oma` <br /> ..z.- <br /> / <br /> // <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 <br /> "All signs shall be 48"x 4811 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 /> 34 x Barrel <br /> 1 x Arrowboard <br /> — Date:912612017 Author:Anthony Stordahl,TCS#010394 Exp 713112020 Phone:(206)372.1452 1 x Crosswalk Closed <br /> Email:antstordahl@yahoo.com Anthony Stordahl Consulting,LLC:, 1 x M4-9b detour for peds <br /> 1 x R9-11(R)Sidewalk Closed Ahead,Cross Here R9-11(R) <br /> fiComments: <br /> .' 1 x R9-9 Sidewalk Closed <br /> .+"ld. 1 x Sidewalk Closed Ahead <br /> cl::) <br /> 1x W20-1 road work ahead <br /> T. 1 x W20-5 right lane closed ahead <br /> 1 x W4-2 L Transition Left <br />