HomeMy WebLinkAboutR-403608RESERVED RESERVED
PARKING PARKING
p) 137-801 R7-801
(12" X 18") � (12" X 18")
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[ACCESSIBLE ACCESSIBLE
R7-801A R7-801A
PRECAST CEMENT -
CONCRETE
SEEWH
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THIS
SHEETI
20' UNO 9.00
4" TRAFFIC BLUE 40' STRIPING
AT 2'-0" O.C. (TYP.)
4" TRAFFIC WHITE
STRIPING (TYP.)
ADA DETAIL #1
1 "=10'
WHITE cvuonl
ACCESSIBLE PARKING SYMBOL
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LOCATE AT EDGE OF PARKING SPACE
NOTES:
1. SEE SITE PLAN FOR COMPLETE LAYOUT.
2. THESE DETAILS ARE FOR REFERENCE AND DIMENSION
CONTROL ONLY.
3. ALL DIMENSIONS ARE TO CENTER OF STRIPE UNLESS
OTHERWISE INDICATED.
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STRIPING AND SYMBOL (PAINT)
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CALL BEFORE YOU DIG
CDTHE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION
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CV AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL
cn VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING
THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF
48 HOURS PRIOR TO ANY EXCAVATION.
�Z
uSIGN MOUNTED ON SINGLE METAL
POST, SEE STD. PLAN 129 DETAIL ON
THIS SHEET (TYP.)
4.00 2. P.
(TYP.)
0 0
90'
4" TRAFFIC BLUE 40' STRIPING
AT 2'-0" O.C. (TYP.)
ACCESSIBLE PARKING SYMBOL,
SEE DETAIL THIS SHEET
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RESERVED
PARKING R7-801
1:1
(12" X 18")
B/W
STATE DISABLED PARKING
PERMIT REQUIRED
PRECAST CEMENT
CON ETE WHEEL STOP
SEE D TAIL THIS SHEET
REFER To Ro*403614,
W,,403601 , SA03601 FOR
AS -BUILT INFORMATION
SIGN MOUNTED ON SINGLE METAL
POST, SEE STD. PLAN 129 DETAIL ON
THIS SHEET (TYP.)
f
6.54
J J�
2.00 (TYP.)
ACCESSIBLE PARKING SYMBOL,
SEE DETAIL THIS SHEET
4" TRAFFIC BLUE 40' STRIPING
AT 2'-0" O.C. (TYP.)
ADA DETAIL #2
NOTES:
1. SEE SITE PLAN FOR COMPLETE LAYOUT. 1"=10'
2. THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY.
3. ALL DIMENSIONS ARE TO CENTER OF STRIPE UNLESS OTHERWISE INDICATED.
4. PER ICC/ANSI A117.1 SEC. 502.2 VAN PARKING STALL SHALL BE PERMITTED TO 96-INCHES
IN WIDTH WHERE THE ADJACENT ACCESS AISLE IS 96-INCHES MINIMUM IN WIDTH.
5. PER ICC/ANSI A1117.1 SEC. 502.7 VAN ACCESSIBLE SIGNS SHALL BE 60-INCHES MINIMUM
ABOVE THE FLOOR OF THE PARKING SPACE, MEASURED TO THE BOTTOM OF THE SIGN.
A"
8" MIN
10" MAX
TWO #3
BARS
3:1 SAND & CEM
GROUT 1" DEPTH
TWO #6 BARS
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91, 2" CLEARANCE (TYP)
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PRECAST CEMENT CONCRETE WHEELSTOP
NTS
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AS �FGI STEREO
SIGNAL
06/19/2019 N0.
NON -SHRINK
GROUT
BUILDING PERMIT SUBMITTAL
BUILDING PERMIT SUBMITTAL
REVISION
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9.00
22.00
4" TRAFFIC WHITE
STRIPING (TYP.)
2" HMA
4" CSBC
PREPARED SUBGRADE
(95% COMPACTION)
NOTE:
MATERIALS AND CONSTRUCTION OF PAVEMENTS
FOR PROJECT SHOULD BE IN ACCORDANCE WITH THE
REQUIREMENTS AND SPECIFICATIONS OF THE GEOTECHNICAL
ENGINEERING STUDY BY EARTH SOLUTIONS NW, LLC, DATED
AUGUST 3, 2017.
LIGHT DUTY HMA PAVING
NTS
�- 5" CONCRETE (4,000 PSI)
4" CRUSHED SURFACING BASE
COURSE (CSBC) PER WSDOT STD.
SPEC. 9-03.9(3)
COMPACTED NATIVE SOIL
CONCRETE PAVING
NTS
R.E.W. 05 01 19 R.D.J. suRVEYEO:
R.E.W. 06 19 19 R.D.J. DESIGNED:
K. MELVIN
DRAWN:
S. ORDONEZ
CHECKED:
R. JARVIS
BY DATE APPR APPROVED:
R. JARVIS
SCALE:
1 "=30'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
0
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00
OR
MOUNTJNG ON EXISTING
METAL POLE OR LUMINAl11RE
SAL VANIZED BUTT WITH
GALVANIZED WASHERS.
METAL POST
TUBE)
F I N1 SSE C1
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MIN. l
CE. OF
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NOT"
1. DaMEN51ON5 FOR THE PAR'S USED TO ASSEVBLE DIE BASE
CONNECTIDN5 ARE INTENTIONALLY NOT SIHOW 1 BASE
CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS
THAT ARE IN CUNPOANCE WITH NCHRP 350 CRASH 7ES7
CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON
THIS PLAN ONLY 10 ILLUSTRATE HOW THE FARTS ARE
ASSEMBLED.
2. A 2" (IN) POST WTH A ? 1/+4^ CTN) PSST ANCHOR OR A 2
t /4' (N) POST WITH A 2 l/2" (IN) PSST ANC+3OR MAY BE
SUBS-:TIj1EO. SEE CONTRACT PLANS.
3. PERFORAIED SQUARE STALL POST SHALL MEET THE
REOuIREAAENTS OF WSDOT STANDARD SPECIFICATION 9'-06.
d. USE ONLY BASF CONNECTION MANUFACTURER SUPPLIED
HAROWAft 1HAT MEETS THE REQUIREMENTS OF WSDO1
STANDARD SPECIFICATIONS 9-06 AND 9-28.
EDGE OF TRAVELED
ROADWAY
FOR REFLECTORIZED SIGNS: MOUNT
FACING 3'(degree) OUTWARD IF S+GN
IS W IHIN 30 FEET OF ROADWAY
SIGN FACE Olt W"AT1ON
5'LW POST 41
..
� � 6
1XVIIER &I{;,y
POST SUPPMINT _ +
TYPE ST-4 SIGN AUPPOitT
+4MER BOLT
L *%R tH
HER •
TYP-
-
-` i'K" SIGN POST SUPPORT - 2.25"
(iN). 7-GAGE, HOT -DIP GALV.,
IIy.9" HEAVY-DUTY ANCt1OR
Ip1,1
COMMEROAL CGNCRLTE
MOtIIin"s ON METAL PORT
S[GN MOUNTING ON SINGLE STD. PLAN- 129
PUBLIC WORKS METAL POST
�mp DEPARTMENT (ADOPTED)Al 2; ONixDATE
1'-3"
I
MARKING AREA
8.03 SQ.FT.
+ L_J PAINT TRAFFIC WHITE.
PAINT (2) COATS W/7 MIL.
4" DFT PER COAT
8"
TYPE 1 S TRAFFIC ARROW
VERTICAL• NAVD 1988
HORIZONTAL NAD 1983/1991
DATUM
NTS
CITY OF
RENTON
Planning/Building/Public Works Dept.
6" 3' 6"
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A d a 6"
e- e d
• 10
y
CURB OPENING DETAIL
NTS
R-403608
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EjDEVELOPMENT ENGINEERING
havez 07/16/2019 '
WEATHERLY INN RENTON
FIELD4500 TALBOT RD S PAGE:AGE OK:
P
RENTON, WA 98055 DRAWING NO:
SITE IMPROVEMENT DETAILS SP-03
SHOT. 8 51
OR