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4" CEMENT CONCRETE
CL. 3000
3" CSTC
NOTE: ALL DEPTHS SHOWN ARE COMPACTED DEPTHS.
CEMENT CONCRETE WALK
NTS
G»
ASPHALI
PAVI N G
F.G.
CEMENT
CONCRE
COM PAC
SUBGRA
CEM. CONC. VERTICAL CURB
3" HMA CLASS 1/2", PG 64-22
8" CSBC 12"
COMPACTED SUBGRADE
NOTE: ALL DEPTHS SHOWN ARE COMPACTED DEPTHS.
ASPHALT CONCRETE PAVEMENT
NTS
ADA SIGN
PLATED CARRIAGE BOLT
NUT WITH NYLON WASHER.
PER SIGN, TYP
14 GA. TELESPAR QW
PUNCH SIGN POST, 2" S
W/ BLACK POWDER CO,
CURB WHERE PRESENT
12" MIN. DIA. CEMENT
CONCRETE
3' TELESPAR BASE V
BLACK POWDER CO,
ADA SIGN
NTS `C5.7% NTS
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ENGINEERING PLLC a�� zr
321 3rd Ave South, Suite 406 x
Seattle, Washington 98104 •1'�cisTEg�,°
ph 206.596.7115SIONAL'�
coterraengineering.com
-POROUS ACP:
4" DEPTH IN PARKING STALLS
6" DEPTH IN ALL OTHER LOCATIONS
3" CHOKER COURSE
6" THICKENED
EDGE AT
LIMITS OF
VEHICULAR PAVING
(NOT REQ. WHERE
PVMT ABUTS
CURB)
12" WASHED RAILROAD
BALLAST
PROVIDE 4" MIN THICKNESS
OF GRAVEL BACKFILL FOR
DRAINS (WSDOT/APWA
9-03.12(4)) AROUND SIDES
AND TOP OF UNDERDRAIN.
BRING GRAVEL UP TO BOTTOM
OF RAILROAD BALLAST AND
WRAP ON TOP, BOTTOM AND
SIDES WITH GEOTEXTILE
4" SCH. 40 SLOTTED
PIPE UNDERDRAIN
WHERE SHOWN ON
PLANS. SET CROWN 4"
BELOW BOTTOM OF
RAILROAD BALLAST
NOTES:
1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS.
2. CHOKER COURSE SHALL BE 5/8" WASHED, CLEAN CRUSHED ROCK.
3. RAILROAD BALLAST SHALL BE PER PER WSDOT/APWA SECTION 9-03.9 (2), EXCEPT 100%
SHALL PASS THE 2" SIEVE, AND THE MATERIAL SHALL BE WASHED.
4. CHOKER COURSE AND BALLAST SHALL HAVE 0-3% PASSING THE #200 SIEVE AND 0-2%
PASSING THE #100 SIEVE, RESPECTIVELY
POROUS ASPHALT CONCRETE PAVEMENT
NTS
ADA SIGNS
RESERVED
VAN PARKING
ACCESSIBLE
R7-8a
STATE DISABLED PARKING
PERMIT REQUIRED
R7-8
NOTE: z / SIGN SHALL BE ATTACHED \ S
WITH TOP EDGE OF SIGN
FLUSH WITH TOP OF POST.
NOTE:
ORIENT PERPENDICULAR TO
FACE (NEAR EDGE OF FACE AT ANGLED
STALLS) 1.5' FROM END OF STALL.
WHEEL STOP
NTS
END OF PARKING STALL
FACE OF
WHEEL STOP
6' LONG CEMENT
CONC. WHEEL STOP
tfo Rr-omR HlvumuR WITH
18" EMBEDMENT IN
SUBGRADE OR EPDXY BOND
CIVIL CONSTRUCTION PERMIT RESUBMITTAL INTAKE 1/2/20 SURVEYED: _ SCALE:
VERTICAL: NAVD 1988
CIVIL CONSTRUCTION PERMIT RESUBMITTAL INTAKE 12 19 19 1 "=20' HORIZONTAL NAD 1983/1991
DESIGNED: MB
CIVIL CONSTRUCTION PERMIT RESUBM17AL INTAKE 11/14/19
CIVIL CONSTRUCTION PERMIT RESUBMITTAL SCREEN 11/8/19 DRAWN: MB
CIVIL CONSTRUCTION PERMIT SUBMITTAL 18/1/191 r CHECKED: ONE INCH DATUM
pA AT FULL SCALE
IF NOT ONE INCH
NO. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY
CEMENT CONCRETE CL 3000
8
m
aa
a
4" CSTC
1' STRUCTURAL FILL
COMPACTED SUBGRADE
NOTE: 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS.
CEMENT CONCRETE PAVEMENT
NTS
FILTER FABRIC WRAP-
& PLACE UNDER TOP
ROCK
UNDISTURBED SOIL-
8" MIN. THICKNESS
QUARRY SPALLS
4" PERFORATED DRAIN
PIPE, DAYLIGHT OR
TIGHTLINE TO SD
SYSTEM
PROVIDE FOUNDATION
FOR MIN. 2000 PSF.
ROCKERY
NTS
CITY OF
RENTON
Planning/Building/Public Works Dept.
xx 1
LN x
0
4
>_
x
ix
X X
h d SIZE BASE SIZE TOP
2' 8" 2 MAN 1
MAN
4' 12" 3 MAN 2
MAN
MAX. SLOPE LINE
OF ROCK FACING
EXISTING OR
PROPOSED
GRADE
Aj
R-408518
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Nathan Janders 01 /03/2020
WILLOWCREST TOWNHOMES
EDMONDS AVE NE, RENTON, WA
CML DETAILS
7/29/19
PAGE:
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