HomeMy WebLinkAboutR-426811SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
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RESERVED
PARKING
vAN
\CCESSIBLE
GALVANIZED
SQUARE TUBE
SEE BREAK AWAY
TUBE POST
SLOPE TOP
OF CONCRETE
NOTE:
THE MIN. HEIGHT OF
z THE BOTTOM OF THE
[LOWEST SIGN SHALL
o BE 7'-0"
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3500 P.S.I. P.C. o-
> CONCRETE BASE
Q d. N
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w
[--I2 0
CD
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ACCESSIBLE SIGN AND POST
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4" (MEDIUM -DUTY)
6" (MEDIUM -DUTY)
HMA CLASS 21" (PG
58-22)
(WSDOT STD SPEC
5-04 AND 9-03)
CSBC (WSDOT STD
SPEC 9-03.9 (3))
SUBGRADE PREPARED IN
ACCORDANCE WITH
RECOMMENDATIONS OF THE
?`—GEOTECHNICAL REPORT, DATED
SEPT. 11, 2019 BY GEOENGINEERS
ON -SITE ASPHALT PAVEMENT
N TS
PORTLAND CEMENT
8" (HEAVY DUTY) CONCRETE WITH FIBER
MESH
10" (DRIVEWAY (WSDOT STD SPEC
APPROACH) 5-05)
6" (HEAVY DUTY) CSBC (WSDOT STD
SPEC 9-03.9 (3))
6" (DRIVEWAY
APPROACH) Y SUBGRADE PREPARED IN
ACCORDANCE WITH
RECOMMENDATIONS OF THE
GEOTECHNICAL REPORT, DATED
SEPT. 11, 2019 BY GEOENGINEERS
CEMENT CONCRETE PAVEMENT
N TS
SYMBOL TO BE WHITE,
DOUBLE COATED, MINIMUM
STROKE WIDTH TO BE 3". z
00
N
ALIGN WITH EDGE OF PARKING
STALL 24" MIN.
ACCESSIBLE PARKING SYMBOL
N TS
0
GALVANIZED
SQUARE TUBE
SEE BREAK AWAY —
TUBE POST
SLOPE TOP —
OF CONCRETE
GROUND SURFACE
3500 P.S.I. P.C.
30"
NOTE:
STOP SIGN WITH WHITE
LEGEND ON RED BACKGROUND
PER MUTCD STANDARD SIGN
R1-1.
NOTE:
THE MIN. HEIGHT OF
�. THE BOTTOM OF THE
LOWEST SIGN SHALL
BE 7'-0"
0
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i�
°
d. .
}a CONCRETE BASE
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>
a
of
~ 2,-0"
Ll-
12"0
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NOTES:
1. STOP SIGN PER MUTCD R1-1. PLACE SIGN 2' FROM BACK
OF CURB.
STOP SIGN
N TS
ONLY
GALVANIZED
SQUARE TUBE
SEE BREAK AWAY —
TUBE POST
SLOPE TOP —
OF CONCRETE
GROUND SURFACE
NOTE:
RIGHT TURN ONLY SIGN WITH
BLACK LEGEND ON WHITE
BACKGROUND PER MUTCD
STANDARD SIGN R3-5R.
NOTE:
THE MIN. HEIGHT OF
THE BOTTOM OF THE
LOWEST SIGN SHALL
BE 7'-0"
d. .
3500 P.S.I. P.C. °
}a CONCRETE BASE
i�
N
J I d
w
>
a
Of
~ 2,-0"
01
12"0
Ld
c�
0
w
NOTES:
1. RIGHT TURN ONLY SIGN PER MUTCD R3-5R. PLACE SIGN
2' FROM BACK OF CURB.
RIGHT -TURN ONLY SIGN
INSTALL ACCESSIBLE SIGN PER REGULATORY
STANDARDS AND DETAIL 1, THIS SHEET.
ACCESSIBLE SIGN WITH VAN ACCESSIBLE
SIGN PER REGULATORY STANDARDS AND
DETAIL 4, THIS SHEET.
5' 9'
-4"..WIDE- DOUBLE COAT WHITE`
STRIPE AT 45°, 18" O.C. -(TYP.)
-ACCESSIBLE PARKING SYMBOL
DETAIL 8, THIS SHEET- (TYP).
N TS
PAI
D ARROW
N TS
NOTES:
1. STOP BAR & TEXT TO BE SOLID WHITE THERMOPLASTIC.
STOP BAR
00000000000000000000000
0000000000000000000000000000000000a00000000000
0000000000000000000'Oo000o0000000000000000000p 00.
4" WIDE DOUBLE COAT
a' WHITE STRIPE (TYP.)
98' 9' 9' 5' 9'
CURB (TYP.)
NOTES:
1. SEE SITE PLAN FOR TOTAL LAYOUT. SEE GRADING AND DRAINAGE PLAN FOR GRADING DETAILS.
2. THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY.
3. ALL DIMENSIONS ARE TO CENTERLINE OF STRIPE UNLESS OTHERWISE INDICATED.
4. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES",
LOCAL CODES AND AS SPECIFIED. ERECT SIGNS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
ADA PARKING STALL
SCALE: 1 "=10'
N TS
NAVIX
11235 s.e. 6th street I suite 150
bellevue, wa 98004
t: 425.453.9501 1 f: 425-453-8208
www.navixeng.com
/2/07/ZQ23
R-426811
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
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yqi 12/20/2023 �I I �
5 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 12.07.23 JET SURVEYED: SCALE: WEST77 PARTNERS
Z. N ALL VERTICAL: NAVD 1988
4 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 10.20.23 JET HORIZONTAL: NAD 1983/1991 CITY O F
3 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JET J GREEN/D.RIDDLE LIVAWAY HOTEL
2 SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET D�W" RENTON PARK AVENUE NORTH
® J.GREEN D.RIDDLE ONE INCH DATUM
4 1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX o2.10.23 JET CHECKED: AT FULL SCALE RENTON WA 98057
B J.TAFLIN J.GREEN IF NOT ONE INCH Planning/Building/Public Works Dept.
NO. REVISION BY DATE APPR APPROVED: J. TAFLI N SCALE ACCORDINGLY SITE DETAILS
W
Z
Q
DATE:
12.07.2023
FIELDBOOK:
PAGE:
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