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SCALE: 1" = 20'
PROFILE VIEW: RET WALL
EXAGGERATION: 4
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ELEV 371.900
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EXAGGERATION: 4
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36
TOP OF RETAINING WALL
(INCLUDING 6" TALL CURB)
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ELEV 371.900
.
ELEV 370.800
37
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PVI STA 11+53.0:
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ELEV 370.800
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ELEV 369.700 00
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TOP OF
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PROFILE
PVI STA 10 +30.18
FINISHED ,GRADE AT
ELEV 364.500
RETAINING WALL TOE
360
PVI STA 10 +00.00
36
ELEV 363.700
355
35
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FG AT WALL
TOP OF WALL
TOE (TYP)
TOP OF RETAINING WALL AS
GUARD RAIL - SEE /SHOWN ON PROFILE
ARCHITECTURAL h
PLANS II
° NEW CURB OR CURB
AND GUTTER
WEEP HOLES WITH APPROXIMATE LIMITS
SCREEN OF EXCAVATION
;E N A'lk
FINISHED GRADE AT ALL
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TOE AS SH
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}i.. DRAINAGE
NOTES:
1. SEE STRUCTURAL PLANS AND CALCULATIONS FOR
CAST IN PLACE CONCRETE RETAINING WALL.
2. COMPLY WITH GEOTECHNICAL REPORT FOR RETAINING
WALL CONSTRUCTION, EXCAVATION, AND BACKFILL.
3. SEE ARCHITECTURAL PLANS FOR GUARD RAIL.
GRAVEL BACKFILL
FOR DRAINS
6" PERFORATED
PIPE
FOUNDATION SOILS COMPACTED
TO A MINIMUM 95% OF THE
MAXIMUM DRY DENSITY
RETAINING WALL TYPICAL SECTION
'3 SCALE: 1/2" = 1' -0"
GRADING LEGEND
�42� CONTOURS
-- -- BREAKLINE
42.10 SPOT ELEVATION
_�/_a2.io MATCH EXIST APPROX SPOT ELEV
-1.5% _ SLOPE DIRECTION
m RETAINING WALL
n RETAINING WALL PROFILE
$ �SCALE: HOR 1" = 20'
r VERT 1" = 5'
CL
Call before you dig
R- 312409
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY:— DATE: S• •i
BY: DATE:
BY: DATE:
BY: DATE:
Abossein
Engineering,
L. L. C.
MECHANICAL - ELECTRICAL
CIVIL - LEED
FIRE PROTECTION
2100 1121H AVE. NE
BELLEVUE, WA 98004
PH: (425) 462 -9441
FAX: (425) 462 -9451
E -Mail: cservice@obossein.com
www.abossein.corn
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10619 SE CARR ROAD
RENTON, WA 98055
WENDYS STORE NO. 10542
NEW RESTAURANT
E2000- 2013 -UM -T1
ULTRA MODERN
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E2000- 2013 -UM T1
9 -12 -2013
JOB No. I SHEET No.'.
2130871 C4.2
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NEW RESTAURANT
E2000- 2013 -UM -T1
ULTRA MODERN
41Zi/I+
E2000- 2013 -UM T1
9 -12 -2013
JOB No. I SHEET No.'.
2130871 C4.2
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NEW RESTAURANT
E2000- 2013 -UM -T1
ULTRA MODERN
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JOB No. I SHEET No.'.
2130871 C4.2
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