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TOP: Swift Green Line All Signs & Spacing to conform to the MUTCD SPEED www.invarion.com <br /> Station 3021 NB LIMIT ` / <br /> Single lane closure 45 �`, <br /> DEVICE SPAM.IFEET, . , ti <br /> CIARNE <br /> MPH TAPER TANGENT <br /> 5000 Scale: <br /> 36105 3D 60 <br /> 25/A 20 40 <br /> MON SINCIHO-x(FEET)111 <br /> BUFFER DATA FREDNAvsa EwREFawAvs Furx MRN + 1002; <br /> rco) µ <br /> LONGITUDINAL BUFFER SPACE=e _ x641 WW1 200 I` <br /> MAR 500, <br /> svEEDIHRIC 25 30 35 aD 45 b 55 0000Fa0264,1ART000V x5/40 404± <br /> S 0 SS MPI <br /> LENGTH.FI) 155 IMDO 250 3051360 425 05 f%0(45/3051.0%606115,==r xTMCRamo 4S <br /> /SS <br /> MPx zoas(2) <br /> PROTECTIVE VEHICLE WITH TMA RIX,AHEAD DISTANCE URNw STREETS 25 MPI1 OR LESS 5003(2) <br /> YNTHiwI TIT., <br /> li,Losomo wEICHTHTE °nEA ALLawnEuxLESS OIxFAW19E <br /> ,IA.:�0.x aY6.atl,n.atl,n om mslnnNx.xE.r.Mn. Legend <br /> a.atlx Ine.nx na,antl tlrLa a . <br /> IMaOM E teE 30 MIN. DITM npacln041016.r.tluc.tl In u,6ananacro RrwOmYFenmtlmR <br /> VC <br /> �, Work Area <br /> M*SED.ETC. 100 MAX <br /> ROLL MEAD <br /> MINIMUM TAPER LENGTH 0.IN FEET _ <br /> OA�o EDRVEVE«,pE6RECOMMENDED REGARo A RRMwa..wlM°s� 40 „ [;{ Class B Sign <br /> 60 TO i <br /> USED.A TIM IS AVAILABLE IF NOMA'S E STRATEGICAL, 0 N HEERFRELDDTTO vEVEHIDLESHALL 10 %OS 150 205 265 450 5M, Ex I� Barrel <br /> GEF°e x CHAPTER 1.5.5 w AOLLDDITIONAL INFORMATION T1 E 16 SPECIFIED. 266 os 650 we 51*Arrowboard <br /> 12 125 General Notes: ,00 �F 6a E� �D m xD F. Monday - Thursday (nightly : •.m - 5am a Relocated bus stop <br /> 1.Allowable hours for single lane closure Sunday-Thursday Bpm-yam <br /> 2.Allowable hours for double lane closure <br /> 3.Existing lane widths wit be maintained. <br /> • <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 work compliant. <br /> d <br /> 6.When flaggers are used during hours of darkness the flagging station must be illuminated. <br /> \ Airport Rd ^�/ Airport Rd ,/,, <br /> ._"A <br /> E . <br /> - <br /> r <br /> 50 �� 500 ft , I ± I �:'. - � <br /> I <br /> \.n..„ 500 ft 360 K--I �\ / / <br /> SIDEWALK CLOSED <br /> �/ HAD <br /> X a i X X o L g SIDEWALK CLOSED SIDEWALK c aJ� O <br /> ROSS HERE <br /> r CROSS HERE 63' / <br /> ROAD 3 540 cLosED <br /> ORK. . .< // 0 <br /> • 500 n X ^ry1 // <br /> add supplemental signCD / <br /> Added notes A • <br /> iron Airport Road" <br /> *Channelization devices shall be extended to a point where they are visible to approaching traffic ,0 <br /> "A minimum of 5 channelization devices shall be used on tapers 0 <br /> *All signs shall be 48"x 48"for diamond shaped construction signs,unless otherwise noted ° 500 a X <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. 4- <br /> "All TCP sheets shall refer to the additional requirements from Special provision 1-07.23. .1.- : \ • <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 /> Maintain access to business. Not sure if this \" <br /> location is fully developed? look to keep at least <br /> one business access open if the business is open <br /> during the construction hours. <br /> Manifest <br /> 46 x Barrel <br /> - Date:912612017 Author:Anthony Stordahl,TCS rw010394 Exp 713112020 Phone:(206)372-1452 2 x W20-1 road work ahead <br /> Email:antstordahl@yahoo.00mAnthony Stordahl Consulting,LLC:, 2 x W20-5 right lane closed ahead <br /> JQI Comments: 1 x Arrowboard <br /> ".y.(}7 y 1 x R9-11(R)Sidewalk Closed Ahead,Cross Here R9-11(R) <br /> -"q /--\ 1 x R9-11a(L)Sidewalk Closed,Cross Here R9-11a(L) <br /> 1 / <br /> IC13 1 x R9-9 Sidewalk Closed <br /> / 1 x W4-2 L Transition Left <br /> 1 x W4-3 added lane(R) <br />