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• 4 SE 1 /4, NE 1 /4 SEC 1 1 , T. 28 N., R. 4 E., W.M. CONSTRUCTION NOTES: <br /> 0 CONSTRUCT 6" CEMENT CONC. CURB AND GUTTER TYPE A-1 PER <br /> CEMENT CONCRETE C.O.E. STD. PLAN 305A. <br /> PAVEMENT <br /> 1'-6" 6' O CONSTRUCT 6" INTEGRAL CURB PER DETAIL PV3. <br /> 5 1/2" O CONSTRUCT 10" INTEGRAL CURB PER DETAIL SHEET PV3. <br /> 1/2' 11R 1/2"R 0.3660 `a 6" TO 10" O CONSTRUCT INTEGRAL CURB TRANSITION WITH BUS CURB BUMPER <br /> 5-7/ <br /> 1"R MN 1/2"R __ •_ "> 10" TO 6" PER DETAIL SHEET PV3. <br /> o <br /> SIGNAGE NOTES: <br /> V-GROOVE 1/4" `� TOP OF CURB O1 TRANSIT ONLY MONUMENT SIGN. p CONSTRUCT FLUSH CURB PER DETAIL SHEET PD1. <br /> V-GROOVE 1 4' ;0 1•R TOP OF CURB DEEP (TYPICAL) AT APPROACH • 4 •• d. . 11' INSTALL CROSSWALK PER C.O.E. STD. PLAN 721. <br /> DEEP (TYPI ) ` AT APPROACH CD MONUMENT SIGN. O <br /> / 3ODO NOT ENTER SIGN. 0DETECTABLE WARNING SURFACE PER WSDOT STD. PLAN F-45.10-01. SCALE <br /> 2-12" ,4' <br /> 11111 /111 11" �•�•�•�■ ■ <br /> CURB REINFORCING---J LEGEND © INSTALL •SIDEWALK PER C.O.E. STD. PLAN 306. 20 0 20 40 <br /> 6" 4 BAR(TYP) ®2T O.C. • O CONSTRUCT CEMENT CONCRETE CURB CUT PER C.O.E. STD PLAN FEET <br /> T2 5" 3• BUS ZONE CONCRETE PAVING <br /> 308. <br /> INTEGRAL CURB DETAIL CHANNELIZATION el., 10 PEDESTRIAN CONCRETE PAVING NOT USED. <br /> '\ NOT TO SCALE SYMBOL + + 11 6' NON-METAUC FENCE. <br /> \\N\ <br /> SCHEDULE + + + LANDSCAPING12 20' CONCRETE SEAT WALL. <br /> HMA PAVING UMITS <br /> 13 RELOCATED STREET LUMINAIRE. <br /> SYMBOL STATION OFFSET EXPANSION JOINT 14 SEE SIGNAL PLANS SG1-SG4. <br /> \ \ STA 57+37 ^l 57+19 6.0' RT 15 TRANSVERSE CONTR4CTION JOINT PER DETAIL DWG PD7. <br /> ENDWHITELANE (12' (24' RT& 12' LT) SIGN LEGEND113 CONSTRUCT VALLEY GUTTER PER DETAIL DWG PD2. <br /> (V \ �4 END CENTERLINE (12' RT) 58+28 6.0' RT © NEW SIGN.\ s\ END WHITE WIDE LANE LINE ( 17 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-02. SEE NOTE 1. <br /> a_ N .\ 40\\ STOP BAR 4 58+87 6.0' RT 1© RELOCATED SIGN. <br /> �' ,�\ `� 18 CENTERLINE PER WSDOT STD PLAN M-20.10-02. <br /> • 59+42 6.0' RT �R REMOVE SIGN. O <br /> J. 19 WHITE WIDE LANE UNE PER WSDOT STD PLAN M-20.10-02. SEE <br /> ,, ��\ NOTE 1. <br /> ��`�SS e,N*4r\ ���\\\ ZO TYPE 25L (LEFT) PLASTIC TRAFFIC ARROW PER WSDOT STD PLAN <br /> I `' GENERAL NOTES: <br /> r t M-24.40-02. <br /> 1. RPMS SHALL BE PLACED PER WSDOT 5TD. <br /> N 03 PLAN M-20.30-03, AS APPLICABLE. 21 TYPE 35L (LEFT) PLASTIC TRAFFC ARROW PER WSDOT STD. PLAN <br /> E O � .. ` \` Y"tI M-24.40-02. <br /> N \� <br /> L1J lib _J �� © 24 INCH PLASTIC STOP LINE. <br /> `�J V/ <br /> ry BLACKROCK FIBER <br /> a Z ` �\\S, ,si STA 59+18 r STA ENTER (0.8' RT) <br /> llik �\ ni - p PC CENTERLINE <br /> e v� END WHffE WIDE LANE UNE (CL) <br /> J �Qa` / W V `—STA 60+31.00 (CI) U (TA <br /> A $ <br /> o :I: �{ ;; PT CENTERLINE ti, W pJ W FA W W ,;,, <br /> c ititio 41L� W-g6 w W W .W—END 21.3:1 TAPER :ltoo <br /> 4:2 , a 62�00 N 63 0 <br /> r <br /> g, , � <br /> e>d ' IIrsi <br /> R-41�— o <br /> VERT CURB TO N _ CUT 1r i,1��� , CUT U ',—.M aisr <br /> F 7/...,4" <br /> ROLLED CURB TO S -- �t - -nv4s_ _cuT _ - - - — - 2cuT 24 - - - ryr� PL -ER r-_CllL=�� — r'fllT PL'ATtTE' <br /> , 0 STA 59+72.51 (11.2' RT)! ! GRASS O S P�6 +�5 <br /> "1. - •, PLANTER PT CENTERUNE <br /> r, GRASS I END WHITE LANE LINE (12.0' RT & 12.0' LT) <br /> o BEGIN WHITE LANE UNE (24.0' RT & 72.0' LT) --____ ___-_ -- 4 C NL1NK CN,AINL CONC. 1 END CENTERLINE (CL) <br /> BEGIN CENTERLINE (12.0' RT) BUILDING <br /> STA 59+65 (12.0 I vERC CONC. RB END 21.3:1 TAPER <br /> 0 <br /> ' RT) <br /> BEGIN WHITE WIDE LANE STOP(CL)NE PC CENTERLINE L — —,_J MATCH EXISTING <br /> N 1 BEGIN 21.3:1 TAPER <br /> , <br /> U <br /> .1 <br /> illi <br /> CALL 2 BUSINESS DAYS BEFORE YOU DIG Ri�T:77 <br /> E 1 800 424 5555 V <br /> x UTILITIES UNDERGROUND LOCATION CENTER I <br /> U <br /> i <br /> B Drown ey octe ��F COMMUNITY TRANSIT Drawing No. <br /> Perteet a�—��o o 75%SUBMITTAL D;9ned By 9/27/16 Ho: PV3 <br /> 16 425-252-7700 I 1-800-615-9900 communitytransit NOT FOR MM 9/27/16 1•4.20I.il SEAWAY TRANSIT CENTER <br /> Checked By Vert Sheet No. <br /> 2707 Colby Avenue,Suite 900 smi;@ S s,'J CONSTRUCTION BC 9/27/16 PAVING, SIGNING & <br /> Everett,Washington 98201 Approved By Project Number <br /> N N. Dote Revision By Appr. 20110155.023 C HAN N E LI ZATI O N PLAN of Total <br />