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TCP: Evergreen Way <br />All Signs & Spacing to conform to the MUTCD <br />1) As per TCP provided, City of Everett design standard 704, 708 and MUTCD standards as applicable. <br />Type III - <br />0 <br />Barricades <br />19A c:6 <br />optional 061 <br />ROAD <br />YlORK <br />EAD <br />Provide a safe �1W <br />route for peds o s <br />O T"n <br />21) rc <br />! G 77Z <br />1 _ <br />- — r <br />/-1 Illlll <br />ROAD <br />CLOSED <br />= e Evergreen Way AHEAD <br />O 5 0 <br />BUFFER DATA <br />LONGITUDINAL BUFFER SPA <br />SPEED (r.IPFI) 25 30 35 40 45 50 <br />LENGTH(FT) 155 200 250 5 360 25 95 70 45 30 <br />PROTECTIVE VEHICLE WITH T&IA ROLL AHEAD DISTM4CE <br />I YPICAL-0—c— <br />vEII—E TYPE <br />\NTH TMA <br />TYP CALPRO—r-E VEHICLE <br />IN%— TR'A) LOADED Y,EIGM <br />[L831 <br />OPFFLATlO.1 <br />(Ian <br />YARDOW TFIUCK <br />SERVICETRUCK <br />FIAT a-. ETc. <br />M UIVUI-I Y.EIGHT 15.OP0 LaS. <br />(I I:f—li'EIGHT 51- —I-BE30 <br />RIACCOROANCEVOTH <br />F'Ar:UFACTURER <br />RECO\• :`ENOATIO:I <br />h11 N. <br />100 MAX. <br />ROLL AHEAD STOPPIIrG <br />OISTVICE ASSU)!ES DRY PAVEMENT <br />A PROTECTIVE TINE IS RECTO /.�h1ENOED REGAF2OLE SS IF <br />A TT.IA IS AVAILABLE. IF NO T1:A IS USED. THE PROTECTIVE VEHCLE <br />SHALL BE STRATEGICAL I Y LOG'ATEU !N THE FIELD TO <br />SHIELD Wl ERS MID NO ROLL AHEAD DISTANCE IS SPECIFIED. <br />REFER TO ClIAPTFR 1-5.5 FPR ADDIT10r+/V_ INFORl.UT101! <br />SIGN SPACING=X (FEET) (1) <br />FREEV/AY$ & EXPRESSYIAYS ssno MPH 150M(ORAS <br />PER MUTCD <br />RURAL HIGVIwAYS 60/65 MPH BOOT <br />RURAL ROADS 4515S MPH 500'+ <br />RURAL ROADS d. URBAN ARTERIALS 35140 MPH 350'+ <br />RURAL ROADS, URBAN ARTERIALS 25/30 MPH 200'f 2 <br />RESIDENTIAL 6 BUSINESS DISTRICTS ( ) <br />URBAN STREETS 25 MPH OR LESS 100'± (2) <br />ALL SIGNS ARE 43' X 4S- BLACK Oil ORANGE UNLESS OTHERY/ISE <br />DESIGNATED. <br />10/7/2020 <br />11 <br />VIASHIOTON STATE TRAFFIC CONTROL <br />SUPERVISOR <br />tiA`ImgR SlIxdaM i Valid <br />_:c 710536 with <br />012539 photo <br />7131IM4 ID <br />(1) All spacing may be adjusted to accommodate interchange ramps, /� _ + <br />at -glade intersections, and driveways. [.((A+t�C/ <br />(2) Tho spacing may be reduced In urban areas to fit roadway conditions- - ` --' <br />MINIMUM TAPER LENGTH (L) IN FEET CHANNELIZING DEVICE SPACING (FEET) <br />Lane Postod Speed (mph) <br />Width 25 30 35 40 45 50 55 60 65 TO MPH TAPER TANGENT <br />Feet <br />10 105 150 205 265 450 500 550 50f70 40 80 <br />1s 115 163 22s 295 495 550 &05 660 35/45 30:::± 60 <br />12 125 160 245 320 540 600 660 1 720 Tao $ 0 25/30 20 40 <br />Date:101712020 Author: Anthony Stordahl, TCS #012539 Exp 713112024 Phone: (206)372-1452 <br />Email: antslordahll@_yahoo.com Anthony Stordahl Consulting, LLC: . <br />Comments: <br />: �s <br />APPROVED AS NOTED <br />By JWISDOM at 11:00:08 AM, 31412021 <br />PW1911-015 <br />x Iti v <br />225 it :as9 R ^ <br />3L3 It <br />C� <br />SPEED wvwvinvarion.com <br />LIMIT <br />3 !S <br />Scale: <br />�--100 ft----] <br />Legend <br />® Work Area <br />Class B Sign <br />Cone <br />Arrowboard (Chevron) <br />Manifest <br />36 x Cone <br />2 x V120-1 road work ahead <br />1 x 1"120-5 right lane closed ahead <br />1 x VA-2 L Transition Left <br />1 x Arrowboard (Chevron) <br />ROAD <br />yG,R LpHE WORK <br />ttosED X FJ1D <br />r <br />AABCO <br />BARRICADE CO. <br />