7505 SEAWAY BLVD 2022-05-13 - Laserfiche WebLink

TOP OF CURB V-GROOVE AT APPROACH DEEP (TYPICAL INTEGRAL CURB DETAIL NOT TO SCA_E SE 1/4, NE 1 /4 SEC 1 1 , T. 28 N., R. 4 E., W.M. CONSTRUCTION NOTES: CEMENT CONCRETE PAVEMENT O CONSTRUCT 6" CEMENT CONC. CURB AND GUTTER TYPE A-1 PER 30 CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE COMBINATION, PER C.G.E. STD. PLAN 305A. WSDOT STD. PLAN F-40.14-03 SEE DING PD2. CONSTRUCT 6" INTEGRAL CURB PER DETAIL DWG. PV3. 31 PUD ACCESS GATE, SEE SHEET BSP5 FOR PUD CONCRETE ACCESS r2"R 0.37• DRIVE REQUIREMENTS. 6" TO 10" O CONSTRUCT 10" INTEGRAL CURB PER DE -AIL DWG. PV3. 32 PAINTED WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN ro .61� O4 CONSTRUCT INTEGRAL CURB TRANSITION WITH BUS CURB BUMPER M-20.10-02. ,TDP OF CURB . ,4 10" 10" TO 6" PER DETAIL SHEET PV3. 33 RETAINING WALL AT APPROACH A• _ d . a ® CONSTRUCT FLUSH CURB PER DETAIL DWG. PD1. 34 DRIVEWAY APPROACH, SEE DETAIL DWG PD3. 2-1/2" O INSTATHERMAL PLASTIC CROSSWALK PER C.O.E. STD. PLAN 721. INSTALL THERMAL SCALE CURB REINFORCING O DETECTABLE WARNING SURFACE PER WSDOT STD. PLAN F-45.10-01. 20 0 27) 40 4 BAR(TYP) 027" O.C. FEET O INSTALL SIDEWALK PER C.O.E. STD. PLAN 306. SIGN LEGEND NEW SIGN. RELOCATED SIGN. REMOVE S CN. XO CURB RETURN SEE DWG PD3. CHANNELIZATION SYMBOL SCHEDULE SYMBOL STATION OFFSET 58+28 6.0, RT 56+87 6.0' RT 59+4 . O CONSTRUCT CEMENT CONCRETE DRIVEWAY RAMP TYPE 1 PER C.O.E. STD PLAN 307. 10 CONC. MOW STRIP PER DETAIL DWG PD4. 11 6' NON-METALLIC FENCE SEE DETAIL DWG PD4. 51GNAGE NOTES: 12 20" CONCRETE SEAT WALL SEE DETAIL DWG PD4. OTRANSIT ONLY SIGN R3-2002 36"x60". 13 RELOCATED STREET LUMINAIRE. SEE DWG ILI. OMONUMENT SIGN SEE DETAIL DWG P03 14 SEE SIGNAL PLANS SGT-SG4. AND SPECIAL PROVISIONS FOR SIGN 15 TRANSVERSE CONTRACTION JOINT PER DETAIL DWG. PD1. SPECIFICATIONS, (DDO NOT ENTER SIGN R5-1 36"x35". 16 CONSTRUCT VALLEY CUTTER PER DETAIL DWG. PD2. LEGEND Ea HAND HOLE (WSDOT TYPE 2 33"X22" 17 HTlTEQLAtrE LINL PER WSDOT STD PLAN M-20.30-04. SEE BUS ZONE CONCRETE PAVING J-BOX) HAND HOLES SHALL BE LINED ;kC OTE 1. UP WITH EXPANSION JOINTS AND �►CONC. SCORING. 18ENTERLNE PER WSDOT STD PLAN M-20.30-04. PEDESTRIAN CONCRETE PAVING 19 PM1+YWWHf E WIDE LANE LINE PER WSDOT STD PLAN M-20.10-02. _ SEE GENERAL NOTE 1. GENERAL NOTES: _ _ LANDSC4> LNG \\ 57 37 1. RPMS SHALL BE PLACED PER WSDOT STD. 20 TYPE 2SL (LEA PLASTIC TRAFFIC ARROW PER WSDOT STD PLAN � HMA PAVING LIMITS PLAN M-20. \\ END WHITE LANE LINE (24' RT & 12' LT) APPLICABLE.30-OS AND M-20.40-03, AS M-24.40-02. \ END CENTERLINE (12' RT) ----- EXPANSION JOINT \ END WHITE WIDE LANE LINE ( 2. CHANNELIZATION ON SEAWAY BLVD WAS 21 TYPE 3SL (LEFT) PLASTIC TRAFFIC ARROW PER WSDDT STD. PLAN \\ STOP BAR OBTAINED FROM AERIAL IMAGE, NOT FROM M-24.40-02. DETECTABLE WARNING SURFACE \ FIELD SURVEY. FINAL CHANNELIZATION SHALL N t4 MATCH EXISTING CHANNELZAT ON AFTER O 24" PLASTIC STOP LINE PER COE STO PLAN 721. CURB RAMP LENGTH (FEET) \\ TEMPORARY CHANNELIZATION IS REMOVED. SEE DWG. NO. PD2 _ � \ 23 TYPE 3SR (RIGHT) PLASTIC TRAFFIC ARROW PER WSDOT STD. PLAN M-24.40-02. ® CURB RAMP FLARE/RAMP LENGTH (FEET), SEE FRONTAGE PLAN FPt 3. COORDINATE IRRIGATION SLEEVE PLACEMENT �d-A SEE DWG. N0. PD2 PRIOR A PAVEMENT INSTALLATION SEE 24 TYPE 1S PLASTIC TRAFFIC ARROW PER WSDOT STD M-24.40-02. /� Gsl �\ LANDSCAPE PLANS FOR SIEVE LOCATIONS. X X CURB RAMP LANDING LENGTH (FEET) W B �6 �� 25 PLASTIC TRAFFIC LETTERS PER WSDOT STD PLAN M-80.30-00. 4. SEE ARCHITECTURAL &STRUCTURAL PLANS SEE DING. NO. PD2 i LLI �O FOR SHELTERS. WINDSCREENS, BUILDING pta-G... t4 AND FOOTING. 26 N9O+TE1 MTWWHrTE EDGE LINE PER WSDOT STD PLAN M-20.30-04. SEE i u)30 5. SEE STRUCTURAL PLANS FOR CIP WALL a , REQUIREMENTS. 27 NSTALL EXTRUDED ClNN0.CURB. LIJ 1~ 1 28 CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A. w �Q.. PER WSDOT STD. PLAN F- 40.15- 03 SEE DWG PD2. CONSTRUCT CEMENTCONCRETE CURB RAMP TYPE PARALLEL A, PER WSDOT STD. PLAN F-40.12-03 SEE DWG PD2. - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- e BIACKRCCK F18ER - �\ o v l._ i 306 z u 59 18 - r e rn t •- - END WI IRC WIQE LANE LINE (CL) i -I S SS `s8 `_�_ 1-�- __-7M%nai tltlE� - CONC. S` u< D.41v6YAY m ENp WHITE LANE T 1 cot SS ~ '`Y l_l _U5 - ... _ - - --- -_- NE 2' RT & 12' LT c= 1.s ` 1 6 N O -- 1--__�W_ ;s^p1. D,I. o U ENDI CENTERLINE IN W W-_ L'i--___-- --W ----IN W W-T�-DC-W--t MATCH IXISTING g Q r ^ o SS 6 9 0 = 59 00 1 SS Q.- 660+00 61 00 N� ,,,62 DO r 63 00 7' 0 14 COt1C 510DY LH 1 Ir 0M SWAY / DRNEWAY CJNC. 51DMW CG NC. SID=6'AL _ N� a o / - --� a---- -- - - - -----�_.._--�.r-- END TAPER N (/ o r vERT cR=Zo.O `^b14 -» - 3f -_ - " ASPHALT_ STA 59+64.99 s Ras ..,, S s I 9 STA 5 + BEGIN TAPER-{� BEGIN WHITE LANE LINE (24' RT & 12' LT /H°�' 'K J " CONC. SI )-WALK - - --- -- .. -- - - �---�� Ir = ,XCaT¢ Ntlt j BEGIN HITE CENTERLINE (12' RT) BUILDING -� 2 = _ O CALL 2 BUSINESS DAYS BEFORE YOU DIG BEGIN WHITE WIDE LANE LINE (CL) I- --- STOP BAR t FOR FRONTArE INFORMATION d� `" `'tT --$ AVDSi3 ON 75TH ST SW ( -- -- ------ - ----- - - - - 1 800 421; 5555 t STA 53+37-62+50 ALT" - - - - - - -I 3l➢ r.c SEE FPi-FP2.- s UTILITIES UNDERGROUND LOCATION CENTER �' E RTE E•�• �-�-� �o a / By Date scALE ¢ COMMUNITY TRANSIT rJ/ / ' /-- ,rsvz PV3 ti communitytranslt „g-e "°`I` SEAWAY TRANSIT CENTER O R 338t17 v c,, PERMIT SET MM. 2707 COLEY AVENUE, SURE 900 1 fG1STE0.�' cnec�e a V t si �I' �sf/ ��\� PAVING, SIGNING & - E2525-2 , N/A98201 .. Q1/A( E1 A.ppwce 6y t/91L roject -Number C N AN N E Ll Z/�TI 0 N PLAN �� 71 425Z52 �00 1800.615.9900 N.. Ode Rwteion I By Appr. - r S-ZD1 20110155.023 ;f T"