HomeMy WebLinkAboutR-4085464" CEMENT CONCRETE
CL. 3000
3" CSTC
NOTE: ALL DEPTHS SHOWN ARE COMPACTED DEPTHS.
CEMENT CONCRETE WALK
NTS
ASPHALI
PAVI N G
F.G.
CEMENT
CONCRE
COM PAC
SUBGRA
CEM. CONC. VERTICAL CURB
NTS
coterra
ENGINEERING PLLC
6413 Phinney Ave North
Seattle, Washington 98103
ph 206.596.7115
coterraengineering.com
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 SIG"
PLATED CARRIAGE BOLT
NUT WITH NYLON WASHER.
PER SIGN, TYP
14 GA. TELESPAR QW
PUNCH SIGN POST, 2" S
W/ BLACK POWDER COS
CURB WHERE PRESENT
12" MIN. DIA. CEMENT
CONCRETE
3' TELESPAR BASE V
BLACK POWDER CO,
ADA SIGN
NTS
2 DO
6" THICKENED
EDGE AT
LIMITS OF
VEHICULAR PAVING
(NOT REQ. WHERE
PVMT ABUTS
CURB)
ADA SIGNS
RESERVED
VAN PARKING
ACCESSIBLE
R7-8a
STATE DISABLED PARKING
It PERMIT REUIRED
R7-8
-POROUS ACP:
4" DEPTH IN PARKING STALLS
6" DEPTH IN ALL OTHER LOCATIONS
3" CHOKER COURSE
12" WASHED RAILROAD
BALLAST
PROOF ROLLED IRAFI 160N GEOTEXTILE\
SUBGRADE OR APPROVED EQUIVALENT
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
NOTE: /
z SIGN SHALL BE ATTACHED
=> WITH TOP EDGE OF SIGN �•S'
FLUSH WITH TOP OF POST.
RECORD DRAWINGS
REVISION
NOTE:
ORIENT PERPENDICULAR TO
FACE (NEAR EDGE OF FACE AT ANGLED
STALLS) 1.5' FROM END OF STALL.
WHEEL STOP
NTS
4/9/21
SURVEYED:
DESIGNED: MB
DRAWN: MB
CHECKED: PA
BY
DATE
APPR
APPROVED:
SCALE:
END OF PARKING STALL
FACE OF
WHEEL STOP
6' LONG CEMENT
CONC. WHEEL STOP
ffo Rr-omR HlvunuR WITH
18" EMBEDMENT IN
SUBGRADE OR EPDXY BOND
1988
1 »=20' HORIZO TAL• NAD D1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
" CEMENT CONCRETE CL 3000
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
CONSTRUCTION
RECORD DRAWING
THE INFORMATION ON THIS DRAWING
INDICATES CHANGES MADE TO THE
CONSTRUCTION DOCUMENTS BASED
UPON UTILITY AS -BUILT SURVEY
PREPARED BY DAVID EVANS &
ASSOCIATES, INC., DATED 3/23/21, AND
TRANSFERRED TO THE REPRODUCIBLE
DRAWINGS BY THE ENGINEER.
CITY O F +_ F
RENTON
Planning/Building/Public Works Dept.
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o
4
> _
4
x
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
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R-408546
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WILLOWCREST TOWNHOMES
EDMONDS AVE NE, RENTON, WA
CML DETAILS
7/29/19
PAGE:
DRAWING NO:
C5.7
SHEET. OF.
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