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STA F9+56, 43' RT
BEGIN CURB AND GUTTER
KEY NOTES
15
LE
RAD=111.42'
A=1°24'31"
L=2.7 EL=30.42E
6 RAD=20.25' MATCH EXIST
— A=39°23'07" EL=30.06E — — RIM EL=29.71
4 \ 20 L=13.9 MATCH EXIST
TC=29.72
r6 6 TC=30.47 EXIST \ FL=29.72
v: \ 19 FL=30.09 EXIST av:
4 • EL=29.74
9,?/
0
° \ 3 ° \DEL=29.86E
0
A d' � ° A d' \ MATCH EXIST
v a• a s RAD=20.25' '. ° a' • a
1 •• � 'O- �=14°11'18" \ EL=29.91E
v F TC=30.57 EXIST ;.so MATCH EXIST
2 1 L= 5.0 �o v 1
16 FL=30.57 EXIST
9 ,
•8 0 \ o 0
4 q TC=30.52 q °
3 \\ v 20 0 3 EL=29.79
FL= 29.83 17 \\ �0 5
S �. TC=29.77
o, a A RAD=18.03' A A 1 FL=29.77
A=26°22'53" TC=30.50 . A
° N I L=8.3 - - FL=29.89Ad
° I
A d
8 I 10�
N v 16 v
A;. 4 .. 18 A 4..*
1.7%
-� TC=30.46 EXIST °—� �_EL=29.98E
.91MATCH EXIST
FL=30.46 EXIST
1 4 TC=30.33 EXIST _
29.87±
STA F9+78 22' RT FL=29.83 EXIST MATCH EXIST
END CURB AND GUTTER lb
SHATTUCK AVE S AND S 3RD PL - SW CORNER PLAN
SCALE: 1"=5'
\SAWCUT & REMOVE EXIST SIDEWALK CURB AND GUTTER TO
NEAREST JOINT PAST MATCH LINE.
\CONSTRUCT PARALLEL CURB RAMP PER WSDOT STD PLAN
F-40.12-03.
\ FURNISH AND INSTALL RED DETECTABLE WARNING
SURFACE PER WSDOT STD PLAN F-45.10-02
\CONSTRUCT CEMENT CONC CURB PER COR STD PLANS 101
AND 103.
\CONSTRUCT CEMENT CONC SIDEWALK PER COR STD PLAN
102
OINSTALL HMA TO MATCH EXIST PAVEMENT THICK, SEE
ROADSIDE DETAIL SHT R-40
15 PROTECT EXIST HYDRANT
16 REMOVE AND REINSTALL EXIST SIGN TO NEW METAL POST
PER COR STD PLAN 129
17 REMOVE EXIST AND REINSTALL CEMENT CONC PEDESTRIAN
CURB PER COR STD PLAN 101
18 RELOCATE EXIST TRASH OUT OF PROPOSED RAMP
19 REFER TO SD SHT SD-16 FOR STORM IMPROVEMENTS
20 REMOVE AND REINSTALL THERMAL PLASTIC CROSSWALK
LINE PER COR STD PLAN 127
NOTICE ARC RECORD
0 Y2 1 DESIGNED DRAWINGS
ARC
DRAWN rra smi
IF THIS BAR DOES SEE NOTE ON
NOT MEASURE 1" TTT
th
THEN DRAWING IS CHECKED COVER SHEET
1 10/26/2022 JJM RECORD DRAWING NOT TO SCALE
NO. DATE BY REVISION
i
SHATTUCK AVE S AND S 3RD PL - SW CORNER GRADING
SCALE: 1"=5'
CURB RAMP LEGEND
SLOPE AS SHOWN (MAX 2.0% FINISHED SURFACE SLOPE)
SLOPE AS SHOWN (MAX 8.3% FINISHED SURFACE SLOPE)
F070TRUNCATED DOME DETECTABLE WARNING SURFACE
® 1.5% MAX. SLOPE LANDING IN ALL DIRECTIONS
RENTON DOWNTOWN
• UTILITY
'D 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. R-40)
PAY LIMIT
CURB RAMP DETAILS - 7
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE
R-394971
SHEET
R-37
117 Of 121
January 2021