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CURB FACE /BACK
4" WHITE PAINTED
STRIPE (TYP.)
STANDARD PARKING STALL DETAIL
NTS
TO BUILDING 5 1/2" FACE OF CURB.
1/2"R 1 "R
71 ASPHALT PAVEMENT
VERTICAL CURB
NTS
4" PC CONCRETE CLASS 3000*
o 2" MIN. CSTP
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SUBGRADE COMPACTED
TO 95% DENSITY
ti *NOTE:
CONCRETE FOR ON -SITE CROSSWALK AREAS
SHALL BE MINIMUM 6- INCHES THICK.
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CONCRETE WALKWAYS
NTS -
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6" PC CONCRETE
CLASS 3000
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1" CSTC
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CONCRETE WALK
ADJACENT TO GRASSCRETE
NTS
2" PERMEABLE BALLAST
3GRADE. COMPACTED TO 92% OF
MAXIMUM DRY DENSITY PER ASTM D1557
1/4 SECTION NW 32 TOWNSHIP 23 RANGE 05
NOTES:
eACCESSIBLE PARKING 1. R7 -801 SIGN INDICATING A PARKING SPACE
04.2 SIGN. SEE NOTE 3 CENTER ON STALL OR STALL FOR A PHYSICALLY DISABLED
PERSON SHALL BE INSTALLED BETWEEN 36"
CURB FACE /WALKWAY AND 84" ABOVE THE SIDEWALK SURFACE.
2. AN ACCESS PARKING SPACE SYMBOL, PER
_ -- WSDOT STD PLAN M- 24.60 -02 IS REQUIRED
4" WHITE PAINT STRIPE FOR EACH ACCESSIBLE PARKING STALL. A
(TYP.) BLUE BACKROUND AND WHITE BORDER ARE
REQUIRED WHEN THE SYMBOL IS INSTALLED
ON A CEMENT CONCRETE SURFACE.
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Ov 3. FIELD VERIFY THE EXACT LOCATION OF THE
W HANDICAPPED HANDICAP PARKING SIGN WITH RESPECT TO
a SYMBOL THE ADA RAMP AND SIDEWALK.
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4. ACCESSIBLE PARKING STALL SHALL BE
LOCATED TO THE LEFT OR RIGHT OF THE
PASSENGER LOADING ZONE, AS SHOWN ON
THE PLAN.
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PER PLAN PER PLAN 41 SEE NOTE 4
ACCESSIBLE PARKING STALL DETAIL
NTS P-)
NON -WC
NON -WO.L. VLVIUAIIL
HMA CLASS 1/2" PG 64 -22
CSTC
PERMEABLE BALLAST
fO 92% OF
MAXIMUM DRY DENSITY PER ASTM D1557
PERVIOUS PAVEMENT
NTST^^n^ ..... .........
ASSCRETE CG2 /CG2Sc (5.9 ")
OR EQUIVALENT PER
OTECH. RECOMMENDATIONS
CSTC
PERMEABLE BALLAST
ED TO 92% OF
MAXIMUM DRY DENSITY PER ASTM D1557
#3 BARS (2) 2" CLEAR (TYP.) -�
ELEVATION
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PLAN
PRECAST CURB BUMPER
5"
2 1/2" 2 1/2"
10" #3 BARS (2) #6 BAR
ATTACHMENT DEThIL_
WHEEL STOP
1 -1/2 "R
NTS
ASPHALT PAVEMENT
NTS
10"
2 -1/2" 5" 2 -1/2"
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NOTES
1. THE NON- SHRINK GROUT USED
TO ATTACH THE PRECAST
CURB SHALL CONSIST OF 31
SAND AND CEMENT. GROUT TO
A DEPTH OF 1" FROM THE
TOP OF THE BUMPER.
2. LOCATIONS FOR WEEPHOLES,
AND V -SLOTS SHALL BE
IDENTIFIED ON THE DELIVERY
ORDER DRAWINGS.
3. CONCRETE SHALL HAVE A
COMPRESSIVE STRENGTH OF
3000 PSI AT 28 DAYS.
NON- SHRINK
GROUT
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CITY OF RENTON
Approved by: Date:
Approved by: Date: i " J
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Approved by: Date: i " J
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NO
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DATE
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PERWREVISION
05.07.14
TRIAD
AS NOTED
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17.11.14
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08.19.14
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SCALE AS NOTED
PLOT DATE: 08/19/14
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DRAFTER TAD
TRIAD
AS NOTED
Cgj'y OF
RENTON
Planning /Building /Public Works Dept.
VANTAGE POINT APARTMENTS
ON SITE IMPROVEMENT PLANS
PAVING DETAILS
8 -19 -2014
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