HomeMy WebLinkAboutR-411406I
O
qt
I
Q
w
MAXIMUM SLOPE IN —
ANY DIRECTION SHALL
NOT EXCEED 2.00%
36%36" BLUE —
STENCILED SIGN
(DETAIL 2/C5.0,'
0
N
PARKING AREA
" CURB
g
NO PARKING
/Z /Z
ALIGN
EQUAL EQUAL
9'-0" 8'-0"
SEE SITE PLAN
;DADA PARKING REQUIREMENTS
NOT TO SCALE
3/8" JOINT
PETROLEUM RESISTANT SEALANT
PTI SEALANT
3/4" DEEP (MIN.)
NEW PAVEMENT
-
----------------------
a a a a . a .
a a a
4 a a.
a 4 i a d
o ° A a ° <
a
a
d 4.
a
ANSION JOINT (TYP.)
NOT TO SCALE
0
Z
J
Q
U
01
0
Ki
0
N
0
N
0
N
O,
Cm
N
0
0
0
O
N
i
JOINT FILLER CAST
IN PLACE
00
CONSTRUCTION DETAILS U-)
N
FOR �
RENTON BROWN BEAR AUTO SENTRY ADDITION 0
N
NE QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M. U
ACCESS AISLE
12" HIGH MIN. WHITE
PAINTED LETTERING
(MUST BE VISIBLE TO
TRAFFIC CONTROL OFFICER)
4" WIDE PAINTED
STRIPES (TYP.)
WITH BLUE OUTLINE
SEE GRADING SHEET C5.0
FOR ELEVATIONS AND SLOPES OF
PROPOSED ACCESSIBLE PARKING
STALL.
CITY OF RENTON, KING COUNTY, WASHINGTON
3Ya" _
rn%,-LY5"Y
■■■■w
■lull,
ll-
1
■
�" '
�°I
N
LI I WHITE PAINT FIGURE
PAINT
—� CONTRASTING
BLUE
BACKGROUND
3'-0" WHITE BORDER
PAVEMENT INTERNATIONAL SYMBOL OF ACCESSIBILITY NOTES:
A. SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL.
B. BOTTOM OF SYMBOL TO BE LOCATED FLUSH WITH ACCESS
DRIVE,CENTERED ON PARKING SPACE.
C. SYMBOL IS REQUIRED TO CONTRAST WITH BACKGROUND.
INTERNATIONAL SYMBOL OF ACCESSIBILITY
NOT TO SCALE
5-1/2"
1 /2" R 77-7 EN
NLESS OTHERWISE
LANDSCAPE OTED ON PLANS
ADJACENT P)
\` a a
6" I 12"
ON -SITE CURB AND GUTTER
NOT TO SCALE
NT
18"
PROVIDE ACCESSIBLE
PARKING AND AISLE
SIGNS AT LOCATIONS
SHOWN ON PLANS.
SET POST FOR SIGN
INSIDE GUARD POST
42" HIGH GUARD POST
PER DETAIL 4/C7.0
6" (MIN.) PORTLAND CEMENT
CONCRETE PAVEMENT W/ #4
BARS Q 18" O.C. EA WAY @
MID —DEPTH.
L-SUBGRADE COMPACTED TO 90% MAX DRY DENSITY, IF PRESENT ONSITE,
AND CONSTRUCTED IN ACCORDANCE WITH UNSUITABLE MATERIAL
STRUCTURAL PLANS AND CITY OF RENTON AND SHALL BE REPLACED
KING COUNTY STANDARD SPECIFICATIONS. BY SUITABLE MATERIAL
RECOMMENDED BY
NOTE: THE GEOTECHNICAL
(FOR REFERENCE ONLY) ENGINEER.
ALL PORTLAND CEMENT CONCRETE PAVEMENT (PCC) SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL
ENGINEER.
ATYPICAL CONCRETE PAVING SECTION
NOT TO SCALE
2 REVISI❑NS PER CITY COMMENTS DATED 05/21/20
1 REVISIONS PER CITY COMMENTS
NO. REVISION
LRH
CMS 6/18/20 CRJ LRH
LRH 3/19/20 CRJ aKoaeor AEM
BY DATE APPR CRJ
RESERVED
PARKING
(WHITE)
(BLUE)
12% 18" SIGN
STATE DISABLED PARKING
PERMIT REDDiRED
TEXT ACCORDING TO
LOCAL JURISDICTIONAL
VAN
REQUIREMENTS
ACCESSIBLE
12"
NO
PARKING
ACCESSIBLE AISLE
"NO PARKING SIGN"
HEIGHTS ACCORDING TO LOCAL REQUIREMENTS IF
N I SIGN IS LOCATED IN PEDESTRIAN TRAFFIC, LOCATE
I BOTTOM OF SIGN AT 80" ABOVE WALKING
SURFACE, AND 60" IF OUTSIDE OF WALKING
SURFACE
WALKING SURFACE
FLEXIBLE POST ON SHORT POLE INSTALLATIONS
ZUMAR INDUSTRIES (800) 426-7927 OR
2"0 STEEL POLE ON INSTALLATIONS ABOVE 5'-0"
ACCESSIBLE PARKING AND AISLE SIGNS
;5.0,jNOT TO SCALE
12"
EMPLOYEE
PARKING
ONLY
NOTE:
1. USE POST DETAIL FROM DETAIL 3 THIS SHEET.
2. CONTRACTOR TO FURNISH SIGN AND INSTALL MATERIALS AS
DEPICTED OR SIMILAR.
EMPLOYEE PARKING SIGN (TYP)
NOT TO SCALE
Know what's b@Iow.
Call before you dig.
Dial 811
NA
am +o•
Y F"L f�AR
•Wum+a•
Barghausen
Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA 98032
425.251.6222 barghausen.com
CITY OF
RENTON
Planning/Building/Public Works Dept.
5 1/2"
7 3/4"
ONSITE BARRIER CURB
NOT TO SCALE
3" (MIN.) COMPACTED DEPTH J
ASPHALTIC CONCRETE
6" CRUSHED ROCK BASE
OR 4" ATB
SUBGRADE COMPACTED TO 90% MAX DRY DENSITY,
AND CONSTRUCTED IN ACCORDANCE WITH CITY OF
RENTON AND KING COUNTY STANDARD
SPECIFICATIONS.
�•� �YiLI»
IF PRESENT ONSITE,
UNSUITABLE MATERIAL
SHALL BE REPLACED
BY SUITABLE MATERIAL
RECOMMENDED BY
THE GEOTECHNICAL
ENGINEER.
NOTE:
1. DETAIL IS FOR REFERENCE ONLY. GENERAL CONTRACTOR SHALL
CONSULT GEOTECHNICAL ENGINEER FOR PAVEMENT, AGGREGATE,
OVER -EXCAVATION AND SUBGRADE REQUIREMENTS.
2. HMA IS TO BE IN CONFORMANCE TO WSDOT SECTION 9-03.8(2).
3. AGGREGATE IS TO BE IN CONFORMANCE TO WSDOT SECTION
9-03.8(6).
TYPICAL ON -SITE AC SECTION
NOT TO SCALE
f\S, ISN
WJEN
H�
ei�2:
- p 47671
�`FS FC l S i
S/0NA L
ro
R - 411401
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING `
Scott Warlick 7/15/2020
CURRENT PLANNING
Angelea Weihs 07/23/2019
1 /10/2020
CONSTRUCTION DETAILS
FOR FXL
BROWN BEAR CARWASH
77 RAINIER AVE S
RENTON, WA 98057 1I`t C5.d' 7