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AREA BENCH - EL 13.00
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o WINTER - 13.18 NGVD 29
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S500-12
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INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER
A SEPARATE BUILDING PERMIT
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G GEOTEXTILE (NON -WOVEN PER WSDOT SPEC 9-33.2(1) TABLE 3)
X GEOGRID (TX160-475 OR TX7)
PCCP PAVEMENT SECTION
CRUSHED SURFACING BASE COURSE
PERMEABLE BALLAST
O O O QUARRY SPALLS
+ + + PLANTING SOIL MIX
MMER - 15.18 NGVD 29 6" STREAMBED COBBLES
INTER - 13.18 NGVD 29 ROCK FOR EROSION AND SCOUR PROTECTION CLASS A
i BergerABAM
33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
(206) 431-2300 Fax:(206) 431-2250
ROCK FOR EROSION AND SCOUR PROTECTION CLASS B
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.
RIPARIAN PLANTING ZONE PER DETAILS ON SHEET L01A THROUGH L08.
2� PERMANENT SHEET PILE WITH INTEGRAL CURB PER DETAIL
S500-12
3� TYPICAL SUBGRADE IMPROVEMENT CONSTRUCTION PER DETAIL 2 ON
SHEET C500-2S.
4 IN -WATER FILL PER DETAIL 3 ON C500-2S.
CONSTRUCTION NOTES
DRIVE EXISTING TIMBER PILE TO BENCH ELEVATION OR
2'-0" BELOW EXISTING MUDLINE. SEE GENERAL NOTE 3
P� TEMPORARY SHEET PILE CONTAINMENT WALL
EXISTING GRADE
EXISTING MUDLINE
PAVEMENT FINISHED GRADE
SUBGRADE EXCAVATION LIMITS
7� EXTEND GEOTEXTILE A MINIMUM 10'-0" PAST EXCAVATION
LIMITS TYPICAL.
g� DRAINAGE PIPE
CIVIL PERMIT
R-401357
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING 100111116
afowler 12/20/2018
SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UNAWN UAI E SUBTITLE CURRENT REVISION SYMBOL DATE
�N P. THIS DESIGN B AND/OR CHECKED 06 08 18 SUBGRADE IMPROVEMENT DETAILS - SHEET 8 W4700331 B 10/09/18
- APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 T� SPT 06 08 18 SHEET
w of WA G SPECIFICATION IS APPROVED
A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18 OD c°>� APPROVED BY DEPT. DATE BEE
06 08 18 TITLE APRON R INFRASTRUCTURE
CHECKED C500-2R C40
B CONSTRUCTION PHASING & PIPE DEPTH W4700331 ABAM SPT 10/09/18 w� �ocN3A'2L" �
JOB N0COMP N0.
I fl.V_ APPROVED RENTON SITE
W4700331
APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. 4-APRON-R-0500-2R