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HomeMy WebLinkAboutR-411021T1 z STA 17+69.63 (24.0' RT) SAWCUT AND MATCH EX SIDEWALK STA 17+54.46 (21.4' RT) MATCH EX CURB CONCRETE CURB AND GUTTER SEE DETAIL I ' 1 C311 STA 17+19.12 (21.7' RT) MATCH EX CURB STA 17+03.43 (24.0' RT) SAWCUT AND MATCH EX SIDEWALK SINGLE DIRECTION ADA RAMP PER WSDOT STANDARD PLAN F-40.16.03 o +T CD + STA 12+80.92 (16.9' RT) MATCH EXISTING CURB C CONCRETE CURB AND C GUTTER (a) SEE DETAIL C311 STA 12+79.03 (26.5' RT) SAWCUT AND MATCH EXISTING SIDEWALK J- RELOCATE EX SPEED CAMERA AND RECONNECT EXISTING CONDUITS FINAL LOCATION TO BE COORDINATE17 WITH AND APPROVED BY ATS J SEE DETAIL 8 C311 RELOCATE EX "SCHOOL X-ING" SIGN AND RECONNECT THERMOPLASTIC + EXISTING CONDUITS CROSSWALK PER FINAL LOCATION TO BE COR STD PLAN 127 COORDINATED WITH AND APPROVED BY ATS SEE DETAIL 1 j) _C311 11 W� l CASCADE ES DRIVEWAY CENTER LINE STA 12+47.49 (45.7' RT) N: 170066.79 E: 1305817.63 FFCC NORTH DRIVE WAY CENTER LINE o STA 12+20.58 (46.9' RT) �_ N: 170039.89 E: 1305816.79 CONCRETE CURB AND TO GUTTER SEE DETAIL11-1 C311 PERPENDICULAR CURB RAMP PER WSDOT STANDARD PLAN F-40.15-03 ' 1 , STA 11 +88.10 (27.0' RT) +' SAWCUT AND MATCH a , EXISTING SIDEWALK I _ y o 0 L4I� I IN L4 � I I STA 10+98.85 (28.9' RT) \ I STA 10+98.96 (17.0' RT) ! MATCH EX CURB CONCRETE CURB AND GUTTER SEE DETAIL f ') C311 11-1 FFCC SOUTH DRIVE WAY CENTER LINE STA 10+73.30 (47.7' RT) N: 169892.18 E: 1305812.20 U NEW CROSSWALK STRIPING I ISINGLE DIRECTION ADA RAMP PER WSDOT STANDARD CD PLAN F-40.16.03 STA 10+46.71 (17.8' RT) MATCH EXISTING CURB PAVEMENT PER COR STANDARD 1101 SEE DETAIL I c311 � CURB REPLACEMENT PER COR STANDARD DETAIL STA 10+13.86 (16.4' RT) SEE DETAIL C� z 0 o STA 10+07.50 (23.1' RT) MONUMENT TIE-IN LOCATION STA 18+26.96 N: 170648.98 E: 1305835.75 0 10 20 40 iii 14,A ks, SCALE 1 "=20' Legend HORIZONTAL CONTROL FOR ADA RAMPS CURB RETURN DATA BOTTOM OF TOP OF N79°33'06'E- 46.81' PROPERTY LINE CURB ELEV CURB ELEV RAMP STATION & OFFSET PC STA 12+80.92 (17.4' RT) 464.80 (EX) 465.30 (EX) LIMIT - LIMITS OF CONSTRUCTION R: 25' 464.76 464.26 ASPHALT PAVEMENT O STA 12+62.63 26.7' RT ( ) A: 89°41'28.3" 465.05 �1/4) 1/2) 465.05 �1/4� 1/2 c1 L: 39.27' 464.82 (3/4) 465.32 (3/4) ASPHALT OVERLAY 1 SEE SHEET C220 SITE SECTIONS O STA 11 +98.90 (24.7' RT) PT STA 12+55.92 (42.9' RT) 463.80 464.30 C310 " - - - o.` °` -:=: 6.-.:' �:. =:- .:..:. CONCRETE PAVING FOR RAMP C L STA 10+85.66 f (26.5 RT) PC STA 11+82.32 (17.9' RT) 465.02 (EX) 465.52 (EX) . - o GRADING DETAILS R: 24.5' 465.45 1 /4 465.95 1 /4 ,,,.: -.- CONCRETE WALK 10 z SINGLE DIRECTION V' ADA RAMP PER L STA 10+59.68 f (26.4 RT) � 0: L: ° f )f 89 50 46.4 38.42' 465.58 465.50 1 /2 3/4 465.58 466.00 1 /2 3/4 - -," .. ° o D o '. °. VERTICAL CURB 2 WSDOT STANDARD PLAN F-40.16.03 D O STA 10+59.68 26.4' RT ( ) PT STA 12+07.35 f (41.8 RT) 465.42 465.92 C311 �^ SIDEWALK PER COR O (26.4 RT) PC STA 10+98.96 ' (18.0� RT) 465.82 (EX) 466.32 (EX) ROLLED CURB g STA 10+59.68 J STANDARD R: 15.5 °07'26.3" 465.94 1 /4 465.44 1 /4 SLOTTED VERTICAL CURB Il PLAN 102 0: 91 466.06 1 /2 466.56 1 /2 C31 SEE DETAILS L: 24.64 466.18 3/4 466.18 3/4 I I I I I I I I I I I CROSSWALK STRIPING EXISTING PT STA 10+83.43 (33.7' RT) 466.34 466.84 CROSSWALK STRIPING TO � ADA PARKING STALL 12 PC STA 10+61.67 (32.6 RT) 466.01 466.51 CC3-100 REMAIN R: 15.0' 466.34 1 /4 466.34 1 /4 Key Notes g A: 89° 13'42.4" 466.42 1 /2 466.42 �1/2 --� L: 23.29 466.24 3/4 466.74 3/4 1 RIGHT TURN ONLY SEE SHEET C220 PT STA 10+46.71 (17.8' RT) 466.35 (EX) 466.85 (EX) O STOP SIGN r I SITE SECTIONS FOR RAMP L ® SERVICE ENTRANCE ONLY DO NOT ENTER ADA SIGNAGE SEE DETAIL 14 I GRADING DETAILS C310 EXTENTS OF FIRE LANE ING SIDEWALK STIR SIGN POST SEE DETAILS i:) -i PER COR C STANDARD PLAN 102 I SEE DETAIL C312 dwne m3ds I I . v •. RELOCATE EX FLASHING BEACON AND TRAFFIC LOOPS FINAL LOCATION TO BE COORDINATED WITH AND APPROVED TS SEE DETAILS ASPHALT OVERLAY SEE SHEET C230 RAMP GRADING I DETAILS I _ LIMIT � woo U _ N Q ` �ozi W g � HANDRAILS AND 3 SLOTTED VERTICAL CURB ` CHEEK WALLS PER SEE DETAIL LANDSCAPE PLANS C310 TRASH ENCLOSURE OUTFALL PROTECTION HEAVY CONCRETE SEE DETAIL PAVING (TYP) C31 0 l WEIR WALL SEE LANDSCAPE PLANS ASPHALT PAVING SEE DETAIL CHANNELIZATION MARKERS (TYP) ' SEE DETAIL ' C311 R3' RT 0 CURB TAPER WHEEL STOP SEE DETAIL C310 • "• /� 1624 24' 16' '' ,;�;;; I / ELECTRICAL VEHICLE :;%%;; ENERGY DISSIPATOR I CHARGING STATIONS SEE DETAIL SHOWN FOR ;' ,; C311 I REFERENCE ONLY I / I r CURB TAPER 06 E.� R3.5' '%'' % R3.5' I > I I r tR23' � COPYRIGHT © 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. z Z) 0� 3 w Z � Z 0 � U)W w LL U� J Q LL z O C')~ 0 � N U Z o 0 �w� zo O U COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com PROJECT NUMBER: C 180040-01 PROJECT MANAGER: KNK DRAWN BY: JAS - y NO. DESCRIPTION DATE THESE RECORD DRAWINGS WERE PREPARED USING SURVEYED INFORMATION PROVIDED BY BENCHMARK SURVEYING, LLC IN MARCH 2O23. ARCHITECTS boy II J 10801 Main Street, #110 I Bellevue,WA 98004 1904 Third Avenue, #330 I Seattle, WA 98101 BaylisArchitects.com (425) 454 0566 PAVING, CHANNELIZATION, HORIZONTAL CONTROL PLAN V m m D O 0 I I I I I Quo I I F I I I I I I I I Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) R-411021 C300