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TOP: Swift Green Line All Signs & Spacing to conform to the MUTCD SPEED www.invarion.com <br /> Station 3018 NB LIMIT VIII, .4 <br /> Single lane closure 45 <br /> I <br /> HANNEUDNG DEVICE SWCING 5 <br /> c MPH TAPER TANGENT <br /> — 5010 40 Scale: <br /> 35'45 30 60 <br /> 25/30 20 40 <br /> SIGN SPACING=X(FEET) <br /> (I) <br /> ft <br /> BUFFER DATA FREEWAYS.EXPRESSWAYS F +awI4SRA)a 2O� <br /> Pe Nu co <br /> LONGITUDINAL BUFFER SPACE=B BORN NPR NOW <br /> RURAL ROADS OM SPEED IMPH) 25 30 35 40 45 50 55 95 MPH Boot <br /> 40 MPH s66't <br /> LENGTH(FT) 155+200 250 30 1360 425 195 TO 145_- 13=3�6�s 3•il4 MPX -:.(.2) ADD DIMENSIONS FOR A L L <br /> PROTECTIVE VEHCLE WITH TMA ROLLAHEAD DISTANCE URBAN STREETS MPN OR LESS 1013(2) <br /> PROTECTIVE TTPICLLPROTE,TVEVIDCLE R,ARONN Ir BACK ON ADVANCE SIGNAGE, PARTICULARLY <br /> TYVB..TYPE 0111•11D4/6 3060133 WEIGHT CFEA6110H <br /> NIM TMA ,3RB, °�'"'.'�"E'" - Legend <br /> (QAllspadngmaybeetl)ushOroaccommotlatAlnle¢M1anserampz, "ROAD WORK AHEAD" SIGNS (TYP) <br /> TMFRBWMPTAUCK IMNAAmu 15002T's05/LACE 30 MIN. ZOITE. .EEEcnonz,antl tlHV LTG <br /> SERVICE TRUCK _ (EI TAe cpagnp maY ba reduced In ulsan Mew to Rl roadway con4Hlonz <br /> Work Area <br /> FAT BED.ETC. RMANUFACTUR R 100 MAX. <br /> t-LRoad Work Ahead sign b Class B Sign <br /> ROLL AHEAD STOPPING DSTANCEAssuMES GRT PAVEMENT - - MINIMUM TAPER LENGTH WIN FEET <br /> Lab. Posted Speed lT,cbl Barrel <br /> OAPROTECTIVE VEHICLE ISRECOMMENDED REGARDLESS IF WNM BO s5 TO • <br /> ATMA IS AVAILABLE.IF NO TMA IS USED,THE PROTECTIVE VEHICLE <br /> SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO 10 los 1sU M 265 Oso Soo ss6 X - distance <br /> R WORKERS R,95F TI OR SPECIFIED , t�1�51 1.� s56 .�iB66 Monday - Thursday (nightly): 9pm - Sam DDD Arrowboard <br /> 12 125100 Ns 320 NW BOO WOT20DMMO Left turn lane closed ahead <br /> General Notes: <br /> 1.Allowable hours for single lane closure Sunday-Thursday Bpm-5am X- distance <br /> 2.Allowable hours for double lane dosur- . •• . ... ..." ...-". <br /> . . .. <br /> 3.Existing lane widths wllbemaintained. <br /> then close the left turn lane <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 /> 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 •a <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 X <br /> Special Provisions <br /> "Steady burning warning lights(Type C MUTCD)shall be used to mark channelization devices at night. should S 110 W two WBlanes <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 o� _ / / _ <br /> t mporary location withiin250'that allows full accessibility to passengers. Airport Rd a <br /> i <br /> --_ - _ - - nunnnm� - - -- - - I - - _ <br /> - - - - = - - - _ - - - — <br /> �4— K1 p O minim, " 4••••••••44 ,- <br /> "�� 500 ft 540 ft I 360 ft II Ak II,10111111,,,,0 <br /> ROAD X X X 1 mewlaamm Ir SIDEWALK , �~ 1 <br /> WORK L B c"oss x' I 030.4130 I <br /> AREA. 4tP . <br /> d 1 ' <br /> X 0 <br /> co <br /> n ROAD O <br /> DT <br /> WORK <br /> Added Note: a)� � Q <br /> Contractor shall coordinate closures with Boeing, to confirm R- <br /> employees are aware of the changes a minimum of 7 calendar days Q <br /> before the closure Contractor will need to coordinate <br /> pedestrian traffic flow at this <br /> intersection since there is only one <br /> ped crossing (across airport road) at <br /> this intersection. <br /> Manifest <br /> Date:912412017 Author:Anthony Stordahl,TCS Phone:(206372.1452:Email:antstordahl@yahoo.com 44 x Barrel <br /> pA Anthony Stordahl Consulting,LLC:. 3 x W20-1 road work ahead <br /> !` 1 x Arrowboard <br /> Comments. 1 xR9-11(R)Sidewalk Closed Ahead,Cross Here R9-11(R) <br /> 1 1 x R9-11a(L)Sidewalk Closed,Cross Here R9-11a(L) <br /> CZ 1 x R9-9 Sidewalk Closed <br /> )\ J 1 x W20-5 right lane closed ahead <br /> 1 x W4-2 L Transition Left <br />