HomeMy WebLinkAboutR_401358FACE OF
NORTH FACE OF
GEOSYNTHETIC RETAINING WALL
GOEOSYNTHETIC RETAINING WALL
FINISHED GRADE
14.5" OR 12" PAVEMENT
SECTION, SEE PAVEMENT PLANS
o
I
I ELEVATION (VARIES)
4 a
4
Q 4
a
a
SEE PAVING AND
< GRADING PLANS
CSBC VARIES
12" MIN.
I
I
0
G
G G
G
CD
G
G
G
G
PERMEABLE BALLAST VARIES
6" MIN.
0
1
UPPER TAIL - FULL LENGTH
I TOP OF SUBGRADE
IMPROVEMENTS ELEVATION 15.00
- - - - - - - - - -
L=0.8H MINIMUM
L=0.8H MINIMUM I
SEE PROFILE VIEW ON
SHEET C500-2M
VARIES
^
o----------�
- -
- - - -
- 5'-0" MINIMUM
5'-0" MINIMUM
I rI-
4'-0" MINIMUM
4'-0"
MINIMUM \
I HEIGHT OF WALL
UNIAXIAL GEOGRID (TYP.)
I
(H)
o—
—
— — — —
— — — —
GEOTEXTILE WRAP (TYP.)
BOTTOM TAIL - FULL LENGTH
CD
----------
VARIES
X
X X
X
X
X
X
X
0
0 0
O O
0
0
0 O
O
O
I BENCH ELEVATION (VARIES)
01- 0 0 0 0 0
1 O 0 O O O c
SEE PLAN VIEW ON
SHEET C500-2J
TIMBER PILES DRIVEN
SEE GENERAL NOTES
NOTE:
BACKFILL FOR GEOSYNTHETIC RETAINING WALLS SHALL
BE FILLED WITH PERMEABLE BALLAST PER WSDOT
STANDARD SPEC 9-03.9(2).
rf1 GEOSYNTHETIC RETAINING WALL CONSTRUCTION DETAIL
C500-2J SCALE: NTS
C500-2M
C500-2N
C500-2P
TIMBER f
SEE GEN
FINISHED GRADE
ELEVATION
VARIES
SEE PAVING AND
GRADING PLANS
GEOGRID
ELEVATION 15.00*
BENCH ELEVATION 13.00*
EXISTING
MUDLINE
NOTE:
*UNLESS OTHERWISE NOTED AT
UTILITY CROSSINGS. SEE SHEET
C500-2Q SECTION E, SHEET
C500-2R SECTION H, AND PLAN VIEW.
rT'� IN —WATER FILL
C500-2J SCALE: NTS
THRU
C500-2R
C80—C82
LEGEND
G GEOTEXTILE (NON -WOVEN PER WSDOT SPEC 9-33.2(1) TABLE 3)
X GEOGRID (TX160-475 OR TX7)
I- - - - - - - - - - - GEOSYNTHETIC RETAINING WALL. OUTSIDE UNIAXIAL GEOGRID WRAP
- AND INNER GEOTEXTILE WRAP
PCCP PAVEMENT SECTION
CRUSHED SURFACING BASE COURSE
PERMEABLE BALLAST
QUARRY SPALLS
+ + PLANTING SOIL MIX, SEE LANDSCAPE PLANS
6" STREAMBED COBBLES
71 ROCK FOR EROSION AND SCOUR PROTECTION CLASS A
ROCK FOR EROSION AND SCOUR PROTECTION CLASS B
GENERAL NOTES
JI ILL I I ILL
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. SEE SHEETS C500-2J THROUGH C500-2R FOR SUBGRADE IMPROVEMENT
PLANS AND SECTIONS.
Anonni o rinucur'n noAnr
NOTE:
SEE SITE PLAN SHEET C80 THROUGH C82 FOR
IN -WATER FILL HORIZONTAL CONTROL.
(M SUBGRADE IMPROVEMENT CONSTRUCTION DETAIL R-401358
C500-2K SCALE. NTS
C500-2L IN COMPLIANCE WITH CITY OF RENTON STANDARDS
i Ber erABAM C500-2M INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER DEVELOPMENT ENGINEERING
gCIVIL PERMIT] :01
CALL 48 HOURS 33301 9th Avenue South, suite 30o A SEPARATE BUILDING PERMIT afowler 12/20/2018
C500-2Q
BEFORE YOU DIG C500-2R
Federal Way, Washington 98003-2600
1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250
SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
�N P. THIS ESIGNB AND/OR CHECKED 06 08 18 SUBGRADE IMPROVEMENT DETAILS - SHEET 9 W4700331 A 10/01/18
APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 T� SPT 06 08 18 SHEET
w of WAsx�� G SPECIFICATION IS APPROVED
A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18 APPROVED BY DEPT. DATE BEE
06 08 18 TITLE APRON R INFRASTRUCTURE
CHECKED C500-2S C41
RENTON SITE JOB NO.
�o R 31271L o ww
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ss�oNW4700331 COMP NO.
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APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. 4—APRON—R—0500-2S