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HomeMy WebLinkAboutROW-2019-0007 • • • 'Engineenng ana Develogrrini services PO Box 547 Anacortes, WA 1132.21 . • Telephone 360.293 1920 pax 360.203 19.38 't'l'Obtte; • • enaineennqacitvotanacortes bra ROG:HT-SF-WAY PERMIT F-RALICHIS APPLICATISN Submit this apphOation a east clays before-The work starts Please complaie bOth sidet of this form. • • • • WIVE PERIVIOT L©CATION: DOCI4- 61(Gthii PL NUMBER: gow--zei -- 000 7.- F r,A N C 1-1 IS e 110ORMAINION CONTRACTOR INFORMATION. Company Name avoao-1,-cod shacko- Name lytk.-Buf-e Mailing Address (0 va‘).c, PpR NW Address \iff*(ow 6 • City,State,Zlp &ucwp qg•31 City 5ert-F4k 'Telephone L-Ign-5?1° 15 . State _WO Zip Q 03(e, Pak . Telephone -LID 9 • • C°ntPPt M a y-0,e,1 tej License Number TuLLBt PROJECT INFORMATION Work Includes(check all that apply) El Curb Cut 0 Water 0 Sewer 0 Storm El Gas 0 Sidewalk o Street Cut 0 phci.ne 0 Power • citable D CUivert El Outside Vie Traveled.Way D:esoribe Work: , -41/, T-FD C CA4COA CNN ")01-:( 1 " 0 • -417" s v05$iin 9 DIA) . g30. • • PIER4Vilt TYPE 0 Curb Cut$50 0 Street Cut$50 Ej Inside Traveled Way$50 U Outside Traveled Way.$20 SpEeIAL REQUIREMENTS! Cal/9.800.424.5555 two business days!Wore you dig. . . Work within the City Right-;of-Way is permitted by*prove!of the City Engineer. All work in the-right-of- way must be bonded. The applicant and owner must use warning atm traftIp control;and barricades as necessary:to ensure public safety.in the vvtittalrea. The sppliOsnt'snclewnertnust restore the rijht;of- wey to preViouSocindifion. The opplipantiand owner are IlableYor damage to Tblio and pdvatsprpperty: • )2O11(- ity Ap I n Approval Signature Da e Applicant Signature bate . • .FI:nal tripection fpprOva 8igture bate t • ' • 1 _ .. - - „u,,,,;tq ac tt lw.a »a+61...czc.-4{>:.._...!_.._. _ •>rr,�. ,__........._. • i \ 174, I , • • I • I• • Cft."Pw % .r. 0 4,707;• drniAcal C9r-1"4• r.• .rile ricetc' • "t sletniaciL �_ ,> , 1 � 0 ter' r, 93 f " . �' es _or �Li ,ems / eke term t.N.i . v __ tie 0 c, Ca 2_2% LP r 1 .:tttotW.7priRwef'.tscVvmo%'::::.::lvrivtimuu tWAtt:sx :::-:r_—ntgvvnrz'iUwww.kgAvn: Atli v-.:,` ::v.rwarinfau.twa_....X'Jnw:ta7.tlwilitUi„,;,::wtV'.;.ta••i-nni• -..T.r�-gcs,v4it2'...�.._-._.:=, Ell — __ y, y f Ji Sr 1 may ) -t � �� .. Q^ S I.ir it Ly r Ili 8; ' uu t • r A • • Y J. A. 0,. an -• :.f \ .. ♦ y f :N > k e Y 11 Ek' :a .!� n _ it- r1 I t. iI, I - • r I ( " nor ,.1 • d' • - • j _ .-� c `. fF • i< ' • . . Q 71 • t , wIt • sl • ,t T. rIIR' k _ , . • N tix I ,ti .. F , s {� ✓T ' . ,+ 5 �;�yN v t ' �F ':F ,, N , yz =v �+L-. kg. 1 i s a • r< . s• ' 3 , .5,-....". 10.2 F � 9 ;.1 Si • �' ws • 4 3 Y' Q} {�3 ��ly�,. i h - :t u :! 4 -- . ' , I 4 t:, 177. 41 —'�L4 ,i.s 1. A. 1 . . y y • ¢+� t. ." # I_ 4. f•errr, . 1 C 4 • • - }I n. 4' — ?M ' • „ I. • . . • u Li • • - 4 il • • A b4_ • IiSt •. - • . � . .. - • v. ' `Y :J 3 _. . + -...- • Y -�",'ram—+- - - - - ^ _ . . • I 3y I f -•. . i spas . 7''''r 1 1J' J f. fI SIGN SPACING = X (1) MINIMUM SHOULDER TAPER LENGTH = L13 (feet) BUFFER DATA i III ii RURAL ROADS A. URBAN. ARTERIALS 35/40 MPH 350'_ SHOULDER' Posted Speed (mph) _ LONGITUDINAL BUFFER SPACE = B RURAL RROADS,URBAN ARTERIALS. 0 2�r 3o MPH 200±(2) 1MDYH 40 45 I 00 55 60 65 70 RESICENTIAL& BUSINESS DIS RIOTS (f eA 25 30 35 URBAN STREETS 25 MPH OR LESS 100'± (2) I 40 40 54 _ t SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 { s - 8 (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE I 10' 4D 60 90 9D _ - - _ LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 INTERSECTIONS AND DRNEWAYS. — _ I — (2)TIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' ROADWAY coNDmoNs. TRANSPORTABLE ATTE)�IUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. > 22,000 lbs. 1 < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH I > 55 MPH 100' 123' 172' 74' 100' 150' PROTECTIVE VEHICLE (WORK VEHICLE)= R i 1 NO SPECIFIED DISTANCE REQUIRED Y CHANNEL.IZATION DEVICE SPACING feet 1 — — — r5/4 TAPER TANGENT �[ 35/<0 30 60 a 25130 l 20 40 1 = z . 1& — — b � T'-VORA : ° 0 © Q U / a Q, i /_/ 0 X L3 1,... e I— R SD' OO W20-1 W21-5 r NOTES LEGEND SHOULDER a p pp p �pp 1. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20'(fT). I5 TEMPORARY SIGN LOCATION SHOULDER CLOSURE - LOW SPEED - ALL SIGNS ARE BLACK ON ORANGE. is CHANNELIZING DEVICES (40 MPH OR LESS) L.1.43 PROTECTIVE VEHICLE NOT TO SCALE L Plot 1 'FILE NAME &\Oeelpn R PS Slb•Slandard a�2•Plm Sheet Ubnry',ut-P ubS hcd PSLV'i C)V+ark Zone"Traffic Cnntra'hqC-51S i U1Ss:r Closure-Law Speed(44 WO or Lets;ITGS.dgt, " PLAN zv.s TIME Z59:41 PM t "o" Jggg� FED.AID PROJ.NO. DATE t122Dt8 Y „A r �Q TCS PLATTED 8Y DlddeII .— lv.V• DESIGNED BY rao x"uocv + Washington State err ENTERED 8Y 1 Department of Transportation Cf CHECKED BY cox:n+sr as 1 is=+rux cy. TRAFFIC CONTROL PLAN ..'cars PROD.NNGR. ' !REGIONAL ADSL REVISION DATE BY .r.cr..,ooz «r rs.cr+.—ooz