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HomeMy WebLinkAboutR-411016T1 1 1 I I z GEOTEXTILE LINER TO WRAP CHAMBER SYSTEM SEE DETAIL .............................................................................................................. .................. ............................................................... .......................... .......................... .......................... .......................... ..................... . ...18.. . CC2100 Section A (E-W) Vertical: 1 "=5'; Horizontal: 1 "=20' STRUCTURAL FILL (TYP) Llo MC-3500STORMTECH w � 460 EXISTING: GRADE i FFE=460.50 CHAMBERS 460 I. II I II I. I SEE DETAILS ON SHEETS . ..................................................................................... ....- .........- .........- .............................. ... .. .................................................. ............... 11 C 1T11-1 C 1T11-1 C 1T11-11 Tr 1 r 1 C291 AND C212 F= -] rl=T IT=P 455 l: I 1455 -I- _I -I -I I -I -I -I -1 -I - �o 1 ............................-�..�.1.- ....�1.. .- ....�j..�.I.-I.�..I...........1.-�.�..1................._............................................... ..... ..I:............... I EXISTING -I STRUCTURAL FOOTING SHOWN BioEiLTRArion I- SWALE Aid EXISTING SUBGR4DE FOR REFERENCE ONLY - I Section B (N-S Vertical: 1 "=5'; Horizontal: 1 "=20' =4 I Bioretention Grading Section Vertical: 1 "=5'; Horizontal: 1 "=20' =1 55 Ditch Section Vertical: 1 "=5'; Horizontal: 1 "=20' �v MATCH EX rr GRADE ,D / I � l"J L I Z g I, X I 467.64 (EX) r .�I 11 I� 4 3 (E '° V I N I I iO o X J c� I� r 9 1` / x / 0 / / o ,0 / 2' T�L \ --A 466.78 46 .75 / W SURFA� / 0 / TC 467.1 / BC 46 CX�X) �o � LANDIIy� w / 9�°9 b o ,o U) x/ 0 w 9°99� i / CONCRETE CURB (.0 ° °'U Q AND GUTTER TC kk�2 SEE DETAIL (� BC C311 E CD ,-� (_0� 9 / SINGLE DIRECTION ADA 76,Q / RAMP PER WSDOT C0 6.43 I � / STANDARD PLAN F-40.16-03 C0 �I X / X �Y'/ x � � i cal N M M � Ln -0 MM SINGLE DIRECTION ADA I d RAMP PE SD � STANDAF N F40.1 - 3 \� x 416 6• 0 2'DETECTABLE WARNING SURFACE 'L TC 466. 0 (EX) •� BC 466. 0 (EX) \ CURB CONCRETE CURBn AND GUTTER SEE DETAIL (3:) 00 0 °° °°° o LAN* TC 466.88 ( 4 .49 BC 466.38 (EX) _+ o �mz b 00 �� �466.53 � J =;i / 4.9' I �0 o° - 9� x 466.87 D �a I 466.93 ° °°°� �� LO I 1.80 I I r a �•2 � 467.34 CAI ° o II a � W m 7 0 (EX) i 467.50 (EX) I I � LI MAT. H EX I G E I �I I I II ADA Ramp Detail #7 1 "=5' CURB RETURN DATA BOTTOM OF CURB ELEV TOP OF CURB ELEV PC STA 17+54.46 (21.4' RT) 466.62 (EX) 467.12 (EX) R: 14.9' 466.68 467.18 T A: 44°37'47.4" 466.66 �1/4) 1 /2 466.66 �1/4� 1 /2 L: 11.59 466.62 3 4 466.62 3 4 PT STA 17+49.09 (31.4 RT) 466.43 466.76 PC STA 17+19.06 (21.8' RT) 466.38 (EX) 466.88 (EX) R: 15.2' 466.49 1 /4 466.89 1 /4 A: 43°28'47.0" 466.44 1 /2 466.44 1 /2 L: 11.52 466.38 3 4 466.38 3 4 PT STA 17+24.12 (31.8' RT) 466.10 466.60 Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) 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) O� � LU Z � Z 0 � U)W w Ury J Q LL Co N C) N 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 **AAA &_ 1'. -AV OF WA SDI 39871 w� REVISIONS: NO. DESCRIPTION DATE THESE RECORD DRAWINGS WERE PREPARED USING SURVEYED INFORMATION PROVIDED BY BENCHMARK SURVEYING, LLC IN MARCH 2O23. boy ARCHITECTS I J 10801 Main Street, #110 I Bellevue,WA 98004 1904 Third Avenue, #330 I Seattle, WA 98101 BaylisArchitects.com I (425) 454 0566 902HD PLAN AND DETAILS R-411016 C220