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a 7 514:92 <br />BEGIN TAPER CENTERLINE <br />MATCH EXIS'1NG <br />SE 1 /4, NE 1 /4 SEC -1 1 , T . 28 N., R. 4 E., W.M. <br />CHANNELI7AT ION SYMBOL <br />SCHEDULE <br />SYMBOL <br />NORTHING <br />EASTING <br />342369.54' <br />1290523.52' <br />342485.48' <br />1290515.20' <br />h342602,33' <br />342465.49' <br />I 1290526.05' <br />1290515.58' <br />342602.34' <br />1290526.19' <br />342741.45' <br />1290515.24' <br />342741.46' <br />1290526.56' <br />342733.38' <br />1290549.14' <br />342369.26' <br />1290535.19' <br />342731.96' <br />129D537.41' <br />R=50' <br />SIGNAGE NOTES: <br />O1 TRANSR ONLY SIGN R3-2002 36-x6O <br />O2 MONUMENT SIGN SEE DETAIL DWG PD3 <br />AND SPECIAL PROVISIONS FOR SIGN <br />SPECIFICATIONS. <br />O3 GO NOT ENTER SIGN R5-1 36"z36". <br />LEGEND <br />BUS ZONE CONCRETE PAVING <br />PEDESTRIAN CONCRETE PAYING <br />LANDSCAPING <br />HMA PAVING LIMITS <br />- - - - - EXPANSION JOINT <br />E"c DETECTABLE WARNING SURFACE <br />CURB RAMP LENGTH (FEET) <br />SEE DWG. NO. PD2 <br />® CURB RAMP FLARE/RAMP LENGTH (FEET), <br />SEE DWG. NO. PDZ <br />X.X CURB RAMP LANDING LENGTH (FEET) <br />SEE DWG. NO. PD2 <br />SIGN <br />LEGEND <br />NEW SIGN. <br />-�O <br />RELOCATED SIGN. <br />�® <br />RE41OVE SIGN. <br />OCURB <br />RETURN SEE DWG PD3. <br />HAND HOLE (WSDOT TYPE 2 33"X22" <br />® <br />J-BOX) HAND HOLES SHALL BE LINED <br />UP WITH EXPANSION JOINTS AND <br />CONC. SCORING. <br />GENERAL NOTES: <br />1. RPMS SHALL BE PLACED PER WSDOT STD. <br />PLAN M-20.30-04 AND M-20.40-03, AS <br />APPLICABLE. <br />2. CHANNELIZATION ON SEAWAY BLVD WAS <br />OBTAINED FROM AERLAL IMAGE, NOT FROM <br />FIELD SURVEY. FINAL CHANNELIZATION SHALL <br />MATCH EXISTING CHANNELIZATION AFTER <br />TEMPORARY CHANNELIZATION 15 REMOVED. <br />3. COORDINATE IRRIGATION SLEEVE PLACEMENT <br />PRIOR TO PAVEMENT INSTALLATION SEE <br />LANDSCAPE PLANS FOR SLEEVE LOCATIONS. <br />4. SEE ARCHITECTURAL & STRUCTURAL PLANS <br />FUR SHELTERS, WINDSCREENS. BUILDING <br />AND FOOTING. <br />5. SEE STRUCTURAL PLANS FOR CIP WALL <br />REQUIREMENTS. <br />Au- pA,,6-Aea,'-r a-3 srzA+-�y <br />Ale Ty?eC> MMA . 2w A"C, 2Yy Mrrw-,: <br />A•QE AL60 RV6Qu l it&-D vN 5 V-(P c-4" L AkAo <br />YtS-iAA w <br />N:342575.40. E:1290497 68 :34-6 -1' 7 <br />A.P.DG <br />P. WHITE LANE LINE BEGIN WHITE EDGE UNE N•342710.15. E 86.9E <br />END WHITE EDGE LINE <br />CENTERLINE <br />3 <br />NE <br />c,,5,,4F wcC-T4-5' <br />END <br />- MATCH EXISTING- <br />_ _ �/ - <br />-i ,` l=/ T <br />4 '` <br />.� <br />UM46 <br />N:34 4 7290531.51SEAWAY <br />BLVD <br />3 <br />.E N:342318.22. E:1290528.16 VROP wt <br />BEGIN WHITE LANE LINE <br />BEGIN WHITE LANE UNE <br />MATCH EXISIING <br />SEAWAY BLVD �1290- 0. <br />P.C. CENTERLINE <br />vol <br />E,129053974 <br />ry <br />BEGIN WHITE LANE UNE <br />eN342318,00, _ --^= <br />cZBY PAME} • .�l-._` <br />AY BLYD BRIDGE <br />'s <br />`9){D•_n:C� ' '• ';�',='-• •-":• P�' ' •`� <br />••':; <br />I''•-:' <br />CC NC W <br />+- + 4- <br />i <br />MATCH EXISTING <br />- __'I:.-:' <br />; <br />., <br />, s'sA•L;+KY,J , <br />fi.. � ... <br />- <br />-L•3 <br />r <br />MATCHLINE SEE SHEET PV2 <br />MATCHLINE SEE <br />SHEET PV1 <br />SCALE <br />it <br />�FtIST <br />20 0 20 40 <br />WAS Cp <br />FEET <br />PERTEET/ <br />- <br />_ <br />n By Date SCALE <br />_1 __ i/5/17 <br />DesFiJned By Ra.lz <br />7 <br />2707 COLBY AVENUE, SUITE 900 <br />communnytranslt O 43�02 <br />�_..___- - � '�JJ,fB t<7'\�� <br />PERMIT SET + n r-zD <br />. d Ya: <br />EVERETT, WA 98201 <br />.. <br />_ /Oki ECG <br />Bc 1/5/17 <br />Approve! sy Project m- <br />i Nb. Dote Revisnxr <br />_ __. 6y Appr. <br />425.252.7700 1 800.61599D0 <br />S-ZOI% <br />2D110155.D23 <br />0 CONSTRUCT 6" CEMENT CONC. CURB AND GUTTER TYPE A-1 PER <br />C.O.E. STD. PLAN 305A. <br />YO CONSTRUCT 6" INTEGRAL CURB PER DETAIL DWG. PV3. <br />3O CONSTRUCT 10" INTEGRAL CURB PER DETAIL DWG. PV3. <br />OCONSTRUCT INTEGRAL CURB TRANSITION WITH BUS CURB BUMPER <br />10" TO 6" PER DETAIL SHE7 PV3. <br />O CONSTRUCT FLUSH CURB PER DETAIL DWG. PDT, <br />c} to PC 0 WALr 0 R <br />O INSTALL T#f K PER C.O.E. STD. FLAN 721. <br />7O DETECTABLE WARNING SURFACE PER WSDOT STD. PLAN F-45.10-01. <br />BO INSTALL SIDEWALK PER C.O.E. STD. PLAN 306. <br />O9 CONSTRUCT CEMENT CONCRETE DRIVEWAY RAMP TYPE 1 PER C.O.E. <br />STD PLAN 307. <br />10 CONC. MOW STRIP PER DETAIL DWG PD4. <br />11 6' NON-METALLIC FENCE SEE DETAIL DWG PD4. <br />12 20" CONCRETE SEAT WALL SEE DETAIL DWG PD4. <br />13 RELOCATED STREET LUMINAIRE, SEE DWG I0. <br />14 SEE SIGNAL PLANS SGI-SG4. <br />15 TRANSVERSE CONTRACTION JOINT PER DETAIL DWG. PD1. <br />16 CONSTRUCT VALLEY GUTTER PER DETAIL DWG. PD2. <br />PmfN£C 17 WHITE LANE LINE -PER WSDOT STD PLAN M-20.30-04. SEE <br />GENERAL NO66T,,EE� 1. <br />18 Re_^ENTERUNE PER WSDOT STC PLAN M-20.30-04. <br />19Wh'R WIDE LANE LINE PER WSDOT STD PLAN M-20.10-02. <br />SEE GENERAL NOTE 1. <br />20 TYPE 2SL (LEFT) PLASTIC TRAFFIC ARROW PER WSDOT STD PLAN <br />M-24.40-02. <br />21 TYPE 3SL (LEFT) PLASTIC TRAFFIC ARROW PER WSDOT STD. PLAN <br />M-24.4D-02. <br />22 24" PLASTIC STOP LINE PER COE STO PLAN 721. <br />O TYPE 3SR (RIGHT) PLASTIC TRAFFIC ARROW PER WSDOT STD. PLAN <br />M-24.40-02. <br />24 TYPE 1S PLASTIC TRAFFIC ARROW PER WSDOT STD M-24.40-02. <br />O PasTRAFFIC PER WSDOT STD PLAN M-80.3D-00. <br />26 "W"tI- WHITE EDGE LINE PER WSDOT STD PLAN M-20.30-04. SEE <br />NOTE 1. <br />27 INSTALL EXTRUDED CONC. CURB. <br />28 CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A, <br />PER WSDOT STD. PLAN F-4D.15-03 SEE DWG PD2. <br />29 CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PARALLEL A. PER <br />WSDOT STD. PLAN F-40.12-03 SEE DWG PD2. <br />30 CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE COMBINATION, PER <br />WSDOT STD. PLAN F-40.14-03 SEE DWG PD2. <br />31 PUD ACCESS WE. SEE SHEET BSPS FOR PUD CONCRETE ACCESS <br />DRIVE REQUIREMENTS. <br />- 3© PAINTED WHITE DOTTED EXTENSION UVE PER WSCOT STD PLAN <br />M-20.10-02. <br />33 RETAINING WALL <br />O DRIVEWAY APPROAC <br />St-JE <br />DETAIL DWG PD3. <br />LA r4 <br />3 " 7=LIAK'E <br />END WHIT•342.8END WHITE <br />CALL 2 BUSINESS DAYS BEFORE YOU DIG <br />1 800 424 5555 <br />UTILITIES UNDERGROUND LOCATION CENTER <br />COMMUNITY TRANSIT <br />SEAWAY TRANSIT CENTER PV4 <br />PAVING, SIGNING & -1- N <br />CHANNELIZATION PLAN 37 „' <br />l� <br />