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STA C12+58, 54' LT
END CURB AND GUTTER
I
BRAD=53.63'
A=9°25'03"
L=8.8
19 I
RAD=32.82'
A=5°01'41"
rn L=2.9
' N
71
BRAD=24.88'
A=13'24' 11"
'0 L=5.8
n
I
��
-RAD=16.83'
A=17°21'43"
L=5.1
RAD=19.62'
A=16'11'53"
L=5.5
RAD=29.74'
A=13'4V12"
L=7.1
n
SHATTUCK AVE S AND S 3RD ST - NW CORNER PLAN
SCALE: 1"=5'
KEY NOTES
OSAWCUT & REMOVE EXIST SIDEWALK CURB AND GUTTER TO
NEAREST JOINT PAST MATCH LINE.
OCONSTRUCT PERPENDICULAR CURB RAMPS PER WSDOT STD
PLAN F-40.15-03
OFURNISH AND INSTALL RED DETECTABLE WARNING
SURFACE PER WSDOT STD PLAN F-45.10-02
OCONSTRUCT CEMENT CONC CURB PER COR STD PLANS 101
AND 103.
OCONSTRUCT CEMENT CONC SIDEWALK PER COR STD PLAN
102
OINSTALL HMA TO MATCH EXIST PAVEMENT THICK, SEE
ROADSIDE DETAIL SHT R-40
OADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED
GRADE, COORDINATE WITH CITY 4 WEEKS PRIOR TO
CONSTRUCTION
OADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED
GRADE, BY OTHERS
9O PROTECT EXIST STREET LIGHT TO REMAIN.
10 PROTECT EXIST CABINET
11 PROTECT EXIST FENCE
13 PROTECT EXIST UTILITY VAULT/BOX
14 PROTECT EXIST PED PUSH BUTTON
19 REFER TO SD SHT SD-8 FOR STORM IMPROVEMENTS
20 REMOVE AND REINSTALL THERMAL PLASTIC CROSSWALK
LINE PER COR STD PLAN 127
21 REMOVE AND REINSTALL THERMAL STOP BAR MARKING PER
COR STD PLAN 128
NOTICE ARC RECORD
0 Y 1 DESIGNED DRAWINGS
ARC
DRAWN
IF THIS BAR DOES SEE NOTE ON murraysmi
NOT MEASURE 1" TTT
THEN DRAWING IS CHECKED COVER SHEET
1 10/26/2022 JJM RECORD DRAWING NOT TO SCALE
NO. DATE BY REVISION
i
■
i
EL=31.45E
MATCH EXIST TC=31.44 EXIST
FL=31.01 EXIST
EL=31.11E
EL=31.68E I MATCH EXIST
MATCH EXIST
Ad
v A a: ° ' \ TC=31.52
. o FL= 31.12
EL=31.74 TC=31.55
a
d . /FL= 31.10
v,-
w
I_1
.
I
EL=31.68
EL=31.69E
MATCH EXIST
° 4 a
A
EL=31.56
EL=31.36E
,MATCH EXIST
TC=31.36 EXIST
FL=30.91 EXIST
EL=30.92E
MATCH EXIST
EL=30.95E
MATCH EXIST
TC=31.05 J
I �FL=31.05
/ EL=31.09
I
EL=31.16E
MATCH EXIST
EL=31.09E
MATCH EXIST
EL=31.04 qD
\\-TC=31.01
FL=31.01
TC=31.42
FL=30.97
I
SHATTUCK AVE S AND S 3RD ST - NW CORNER GRADING
SCALE: 1"=5'
CURB RAMP LEGEND
SLOPE AS SHOWN (MAX 2.0% FINISHED SURFACE SLOPE)
-m- SLOPE AS SHOWN (MAX 8.3% FINISHED SURFACE SLOPE)
Mool TRUNCATED DOME DETECTABLE WARNING SURFACE
® 1.5% MAX. SLOPE LANDING IN ALL DIRECTIONS
RENTON DOWNTOWN
• UTILITY
� IMPROVEMENTS
PROJECT
r---, SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN. FROM
L__J
FACE OF CURB OR GUTTER PAN TO MEET CROSS SLOPE
REQUIREMENTS (SEE TYPICAL SIDEWALK RAMP
REPLACEMENT SECTION DETAIL, SHT. R40)
� CURB RAMP PAY LIMIT
CURB RAMP DETAILS - 1
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: January 2021
R-394965
SHEET
R-31
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