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EXISTING CATCH BASIN ❑ � � � ' I � ' � ' � , �..' ♦'b. � p � � ♦♦
EXISTING STORM PIPE So ' Y �-- ♦♦p ° ° p ,x(ua
EXISTING GRADE CONTOUR
R ?g _—_ r/ p / �•l�, "GAJ ♦ -� �� �0 p /
EXISTING GRADE SPOT ELEVATION ,+ ''
0 PROPOSED GRADE SPOT ELEVATION (TOP 2&91 I p .�n'h p .. ,• .�'ry N� ` " / `°1' .
VRVRVR OF PAVEMENT OR GROUND SURFACE)
LL PROPOSED GRADE CONTOUR ----- ti+F-_____ / S,a L _p. ♦ /____- / • 'Q _!�_ ( p "�'� �y�A__ __ _♦ /. / /per p' O:
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PROPOSED CATCH BASIN ■ -\C '� �• P ♦, ' �' 1 / _ �__ Q r
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Y TOP OF WALL OR WALK ELEVATION TW -21.83
28915 ME TW=21.91 4
MATCH EXISTING ELEVATION /I— ® ® ® ® ® ® ®
TRUCK PARKING ELEVATION DETAIL
N a r�t 200000
g MATCH EXISTING PAVEMENT SURFACE AT PROPERTY LINE
O p o / e — STA: 6+84 2
t-1_ _ 2 SiA 6+11.0. STA: ]263.4 - STA: 1+81.8STA: 8+5].III I MEN
Y°. STA 2+34.4 1... R 1
23.29 ARIOG �yW STA: 3+]54�r P7�ST4A W W � ••♦2+189 y-��1f 5+60 I I 1
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REFUSE
RECYCLE ME GENERATOR PAD M- 1.32 11
■ Co Z 1 1 3:1 SLOPE ® ® ® ® 4 T T �' I. 7W.21.33
' ' ® ® TW -21.28 '
N20�P i Ii �R 4 3 ® ® ® ®PROPOSED STORM VAULT
I 3:1 MAX SLOPE
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F'CONSTRUCTION KEYNOTES f 1 I
2.0% 't 1 O) CONCRETE GUTTER SWALE (SEE DETAIL 3/C2.2) WATER QUALITY VAULT ELEVATION DETAIL
O CONCRETE GUTTER SWALE (SEE DETAIL 3/C2.2) - i0 CAPTURE DRAINAGE -20 AAA Ir
E I , 1 FROM ALLIANCE PACKAGING - UPSTREAM TRIBUTARY, DIRECT DRAINAGE TO P
C a 6z I� II a sS� , x , EXISTING CATCH BASINS. BYPASSING NEW WENAULT - IKEA WATER GUAOTY 3 t Q
_Y II
p."l TW=23.39 it
=CRO
HWAY TO EMERGENCY EXIT. MAXIMUM 4.9R SLOPE WITH 2%
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MATCHLINE: SEE SHEET C1.4-JDAINESSIDEVIOPER2
0
AS -BUILT IKEA PROPERTY INC
S. s 420 ALAN WOOD ROAD Q�G,Hq(/�to
= z z 9 AS -BUILT DATE@ 12-15-2017 �P ( A3 be CONTACT; DKEN, PA 19426 V"
z z m A8-BI�.T NO'I5 ygR((Cq(, ppTM,p FOR
s,� �y CONTACT: DMIGHT E. AATON
a a m THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN � G: a CONSTRUCTION MANAGER
CIN OF RENTON, NAVD 88 TCIC"STANDAI a Qi Z
O O CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM i P: (610) 634-0180: UU. 3m-649-4623
'D SN O i CALL 2 WORKING DAYS ELEVATIONS OF THE STORM. SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND APDrwro6 M: Dale E: O9tcNT.&Ar"KumM
a rRIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST ::017. A BENCHAApG PI8,62 Q BARC�
YOU DIG.HAVSEN CONSULTING ENGINEERS
FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL APProve6 6Y: Dole 4 4. 0
THE ON-SITE PRIVATE STORM DRAINAGE FACILITES AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD,ySr SIE V'G♦@ / 18215 72ND AVENUE SOUTH KENT, mG
WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING Approve6 by.DMe OVAL CW Y WA 88032 X%jM EF'Q
❑ z $11 REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88) Approve) by: Date �•I CONTACT:.M,11
Y GRUBB, PE 0 ¢NO1N
IT lim mill,
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
CML GRADING PLAN z
IKEA REDEVELOPMENT, RENTON, WA. m0
° CPB orae 6/11/201s wE Na U15001266 7
O6AWN
GtEC%13) SSG BCME I•-40' MnBOOK FAI
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R-3847108