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BOTTOM OF GEOSYNTHETIC
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BENCH EL 9.0 - -
BENCH EL 9.0
1
BENCH EL 7.5
_ - __
-_ _-- _-- -
IBENCH EL 7.5
--
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BENCH EL 6.0
_
BENCH EL 6.0
ANGLE POINTS (TYP.)
LWALL
NORTH FACE
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WALL BENCH ELEVATION
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NORTH FACE OF GEOSYNTHETIC RETAINING WALL
SEE ALIGNMENT ON SHEET C500-2J
n n
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IN
I
SUMMER
- 15.18
NGVD
29
WINTER
- 13.18
NGVD
29
0
0
2+33
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--
WALL
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BENCH
BENCH EL 9.0
---
EL 10.5
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BENCH EL 12.0
BENCH EL 6.0 \�
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SOUTH FACE OF GEOSYNTHETIC
RETAINING WALL BENCH
ELEVATION
1
WALL ANGLE
POINTS (TYP.)
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i BeraerABAM
CALL 48 HOURS
BEFORE YOU DIG 33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250
SYM REVISION
- APRON R INFRASTRUCTURE W4700331
A CITY OF RENTON COMMENTS W4700331
1 +00
SOUTH FACE OF GEOSYNTHETIC RETAINING WALE
SEE ALIGNMENT ON SHEET C500-2J
INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER
A SEPARATE BUILDING PERMIT
BY
APPROVED
DATE
SYM
ABAM
SPT
06/08/18
ABAM
SPT
10/01/18
REVISION
BY I APPROVED I DATE
P.
of WAsh� �f
BOE//V" �P �1
x
31271 w�
��ssioNaL
2+00
i BergerABAM
33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
(206) 431-2300 Fax: (206) 431-2250
IN
SUMMER -
15.18
NGVD
29
WINTER -
13.18
NGVD
29
0
0
2+39
GENERAL NOTES
1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH
ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL
GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION:
NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) _
NGVD29 + 3.60 FEET.
2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC
APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND
MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS
OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT
EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION
OR COMPLETION OF CONSTRUCTION.
3. THE MUDLINE ELEVATIONS SHOWN BELOW PILE SUPPORTED STRUCTURES IN
THESE PLANS ARE ASSUMED. TOP OF PILE/BOTTOM OF SUBGRADE SHALL
BE ELEVATION 13.0 OR 2 FEET BELOW THE FIELD VERIFIED MUDLINE,
WHICHEVER IS DEEPER.
4. GEOSYNTHETIC RETAINING WALL SHALL BE CONSTRUCTED PER DETAIL 1 ON
SHEET C500-2S.
5. SUBGRADE IMPROVEMENTS SHALL BE CONSTRUCTED PER DETAIL 2 ON
SHEET C500-2S.
6. IN -WATER FILL SHALL BE CONSTRUCTED PER DETAIL 3 ON SHEET
C500-2S.
7. SEE STRUCTURAL PLANS FOR STAGED DEMOLITION OF PILE SUPPORTED
STRUCTURES, TEMPORARY SHEET PILE CONTAINMENT WALL, AND PERMANENT
CONCRETE STEM WALL DETAILS.
10 0 10 20
HORZONTAL:
scale feet
CIVIL PERMIT.
5 0 5 10
VERTICAL:
scale feet
R-401353
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
afowler 12/20/2018
ACCEPTABILITY
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
UNAWN
JDMCHECKED
UAI E
06 08 18
SUBTITLE
SUBGRADE IMPROVEMENT DETAILS - SHEET 4
CURRENT REVISION
W4700331
SYMBOL
A
DATE
10/01/18
SPT
06 08 18
SHEET
C500-2M
C36-
ENGINEER
BEE
06 08 18
TITLE APRON R INFRASTRUCTURE
RENTON SITE
CIVIL MASTER SITE RENTON, Wq
APPROVED BY
DEPT.
DATE
CHECKED
JOB NO.
W4700331
COMP NO.
APPROVED
APPROVED
DWG NO. 4-APRON-R-0500-2M