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R-384715
J J D m 0 z m 0 w a a af W Q a Y W LLJ a a ZU) 0 � L- 0 U :3 0- m cr •c c a w T 0FLiiN1DM ��IEND EXISTING CATCH BASIN 0 EXISTING STORM PIPE SD EXISTING GRADE CONTOUR � EXISTING GRAOE SPOT ELEVATION11' x PROPOSED GRADE SPOT ELEVATION (TOP x"111 OF PAVEMENT OR GROUND SURFACE) �- PROPOSED GRADE CONTOUR - - - - - -36------ PROPOSED 6------ PROPOSED CATCH BASIN ■ PROPOSED STORM CATCH BAS1N/MANHOLE TOP OF WALL OR WALK ELEVATION MATCH EXISTING ELEVATION / Y 1 - 1 lop1 ; 1 i 1 3• " 1 / j w 1 PROPOSED TRENCH DRAIN 22-21+ ML SEE SHEET C1.5-1 STA: 5+18.fi STA:2+34.4 . S / I 2 2 24 N W46Ln10000.0 i - ► . �jm sm i .,- _ p Q STA: 3+75.4 Q g7j� .00 ` '' © 411 `♦ ` ► `` I f'-✓ '. PAVE 11#0 00 PAMEME ENT 5 ► Q ow Q , / •• I V ► �° N / -WO-moi !!!� Q STA: 2+18.9 p 00-0000 ' p� ► �/ C' � �'� Q - Q "�.� 0000=0000- p - . �♦ �• � 00.0000 1 ---- iii' ° �,- 1 `♦p ° p ,0 _ ,a p 0-1 p - °s• p p ,. Q / . / gyp.. / . . Q /. / / fl / . • . / . . Nis i ' .01 i 4-4 . 1 "- '. i i-,�- b/0000` /-= 00.00- °/ • /-'` --�/__ / .l __�►-- 0000- =- / / p -7-e-- 00 p / ♦ .40, ♦ / / `0000-- ♦` � � Imo,'. / 40* r / 1 '/✓ / �/. / ' . 21-33 I w PARKINGELEVATK)N DETAIL 1 "-20' MATCH EXISTING PAVEMENT SURFACE AT PROPERTY LINE tj STA: 6+84.2 ® STA: 7+63.4 2 STA: 6+ 1 1.0 . r 44 STA: 8+57.9 STA: 1 +81.8 • Q 1< 2 a ML 73 311* STA: 5+18.6 - I x .s - •��j Is 6 STA: 2+34.4jr AK- IL N ; w ! 'a Lo °'' o / `p •� 2 0 ° , X� -� tea- xi : 1 p°•. b.. ■ -...,, i jam. c�• !ice ! STA: 2+ 18.9 ° ° o ► °� - m ftft 5+60.1 ° 1 E E 00 LZ W L6 <� I 6 1 N WWo cn oc W D W Y U V G) 70 m Q c2 z G Z rn m N to � P%%�o to r in r m qw tD o0 b a4.slU.m(aU. o 000 �©Cz • i 4p .00 .0000,9 -4 / , • '000 4 jL a� AS 7X'�7 ..- INS FF=zs 00 A T'w=21.i6 :1 MAX SLOPE CONSTFMTM KEMTES �jCONCRETE GUTTER SWfALE (SEE DETAIL 3/C2.2) OCONCRETE GUTTER SWALE (SEE DETAIL 3/C2.2) - TO CAPTURE DRAINAGE FROM ALLIMICE PACKAGING - UPSTREAM TRI9UTARY, DIRECT DRAINAGE TO EXISTM CATCH 9ti5NiS, BYPASS" NEW WENAULT -IKEA WATER QUALITY TREATMENT. REFUSE ANO RECYCLE AREA GENERATOR PAD FF EL -25.0 MATCHLSEE SHEET C1.4-2 DAYW CITY Of RENTON, NAVD 88 Approved by: CITY OF RENTON CONTROL Approved by: POINT NO. 1864 WAS HELD Approved by: FOR ELEVATION, BEING 19.488 FEET (NAVD88) ovwd 1 i RAW - 1� w N -1 {1.► 1 2.5 . 1 I N �� /♦ 1t%m1 33 1 --- TW=21.33 I r TW=21.22 T21. Tw=21.29 1 1 1 PROPOSED STORM VAMUL 1 � �• 3:1 MAX SLOPE I cr 1 1 S. IX 1 `♦ 1 1 1 1 1 1 1 1 •1 1 1 1 � 1 I I I 1 1 r r r __1 r 1 1 1 i ` 1 1 1 I 1 ,• 1 1 � I I `-a- 1 's► �" c0 1 1 _ J pE S*/ <9 All C'� #IVo v5 11P 28527 F 2es27 SI �- c/sTE� ��. S/0MA L E' IKEA PAiOPERTY OC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19426 COWACT: DOWT E. SLATON CONSTOXYM MANAM P: (610) &34-CHM CELL 303-546-4623 N CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, MM 99032 CONTACT: JAY GRUB, PE (42351-6222 G�r��c EMa'M�t pir dm o • . 1 r • • w I G) 70 m Q c2 z G Z rn m N z m 9 b 11 ■ r /1 11 ■ r k G�r��c EMa'M�t pir dm o • . 1 r • • w D G) 70 m Q c2 z G Z rn m N z m 9 b D I C3 �c n l) cn m -. 7.1-0 4 In P z m 0 D