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TOP: Swift Green Line All Signs & Spacing to conform to the MUTCD SPEED www.invarion.com <br /> Station 3020 NB LIMIT r1 <br /> Double lane closure ADD DIMENSIONS FOR ALL 4.5 ,,. <br /> /.11\ <br /> ADVANCE SIGNAGE, PARTICULARLY <br /> CHANNELLING DEVICE WAGING <br /> MPH TAPER TANGENT "ROAD WORK AHEAD" SIGNS (TYP) <br /> 50'70 40 TO <br /> 3545 30 6D <br /> 25!30 20 40 Scale. <br /> SION SPACINO=L(FEETI(I) <br /> BUFFER DATA FREEWAY.EXPRESSWAYS 55170 NPR 1P.MI AS <br /> URAL M.A..A. BOW MPS Raaf —200 ft-1LONGITUDINAL BUFFER SPACE=B <br /> SPEED ILPH <br /> MEALR0.70866 NPR Rant <br /> ZS 30 35 40 45 50 ARTERIALS ORW NPN 350t <br /> LENGTH ET) 155 200 250 306 425 95 045 ROADS.RRRAN AR NLS <br /> ° WAL A BUSES.GISTR/OTS 2310 W.N 20'4'0 R) <br /> PROTECTIVE VEHCLE WITH TMA ROLLAHEAD DISTANCE URBAN STREETS 25 MPH OR LESS 100'3(2) <br /> vvHcAL TYPICAL PRO-ELME VEHttF a xae SUCK ON ORAN.UNLESS WHERE SE <br /> EAC IVE HTMA)=13 VEiGHT PER.°TIS DWIONATED. <br /> R� °" P. Rm.N..a .4P.aommo4•emw •OR.mmP. ADD DIMENSIONS FOR ALL Legend <br /> (M.x1MUMVWCHT WOE <br /> . 30'MIN. 'irefOa.InlerSMlOnv,en4 tlrlvew•yz. <br /> ICETeITERLK`cC (2)ThesO.OlnRm•Yp•r•euSe41n0ro•n•r•••,OMro•tlw•ycon0E0RS ADVANCE SIGNAGE, PARTICULARLY <br /> FLAT .ETC. I�MMAANUF. n 100 MAL. 'e' Work Area <br /> ROLL AHEAD$1DPPING DISTANCE ASSUMES CRY PAVEMENT Law MINIMUM TAPER LENGTH IL)IN FEET <br /> OAPROTECTNEVEHCEIRRECOMMENOEDREARDESSIF MSS PmhOSP°•4(mPM "ROAD WORK AHEAD" SIGNS (TYP) N <br /> Class BSign <br /> A TMA IS AVAR.BLE IF NO TNA IS CARED,THE PROTECTIVE VEHICLE Fae1 25 u 60 45 50' SS RO W 10 <br /> SHALL BE STRATEGICALLY LOCATED IN THE FED TO 10 105 150 205 2M 450 500 550 • <br /> REFER MRSERS HAPTERNDNORg1AHFADDISTANCEATION SPECIFIED S ,M 225 295 4R5 550 Ras RRa ` Monday - Thursday (nightly): 9pm - 5am <br /> REFER TO CHAPTER 1.5.5 FJRADCiT10NAL INFORMATION 1 1 Barrel <br /> 12 145 . NS 020 so B00 R00 ]20 1B0 810 DDD Arrowboard <br /> General Notes: <br /> 1.Allowable hours for single lane closure Sunday-Thursday 6pm-5am p 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 /> add ped detour sign <br /> 44, '0. <br /> \ / <br /> / cRcososwLEDN <br /> SIDEWALK <br /> CLOSED <br /> Airport Rd <br /> , <br /> 0 ��/ <br /> 500 ft I .46. f I �Y)0}t• I 0 st95 ft 360 ft /// <br /> • •X • X \X y% L 2L o L B o f Airport Rd <br /> ® y 540 ft ®1080 ft 540 ft / <br /> co w <br /> `fl�� ,\/..' // fBm�ENI .w. �� <br /> 41' • \ / , <br /> Measurements shows approx 2500' available for TC, <br /> Added notes: so extend measurements to the table distance <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 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 /> 69 x Barrel <br /> 3 x W20-1 road work ahead <br /> -- Date:912612017 Author:Anthony Stordahl,TCS#010394 Exp 713112020 Phone:(206)372-1452 2 x Arrowboard <br /> Email:antstordahl@yahoo.com Anthony Stordahl Consulting,LLC:. 2 x W20-5a right two lanes closed ahead <br /> fComments: 2 x W4-2 L Transition Left <br /> Q 1 x Crosswalk Closed <br /> J:_ 1 x M4-9b detour for peds <br /> (C ) 'J 1 x R9-11(R)Sidewalk Closed Ahead,Cross Here R9-11(R) <br /> • <br /> 7 1 x R9-9 Sidewalk Closed <br /> J` 1 x Sidewalk Closed Ahead <br />