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)=54.72'
3°57'57"
3.8
28.34' /
'49'31"
.PIPE
JP.PIPE
Ll - / .J U .J 7
L=4.7 L=7.4
SHATTUCK AVE S AND S 3RD PL - NW CORNER PLAN
SCALE: 1"=5'
KEY NOTES
OSAWCUT & REMOVE EXIST SIDEWALK CURB AND GUTTER
TO NEAREST JOINT PAST MATCH LINE.
OCONSTRUCT PARALLEL CURB RAMP PER WSDOT STD PLAN
F-40.12-03
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 CONC CEMENT SIDEWALK PER COR STD PLAN
102
OINSTALL HMA TO MATCH EXIST PAVEMENT THICK, SEE
ROADSIDE DETAIL SHT R-40
17 REMOVE AND REINSTALL CEMENT PEDESTRIAN CURB PER
COR STD PLAN 101
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
TC=30.71
FL=30.41�
TC=30.51 EXIST, c
FL=30.51 EXIST
LAA TC=30.23 EXIST
FL=29.92 EXIST
v
I
EL=29.93f
MATCH EXIST
EL=30.03f-
MATCH EXIST
TC=30.32
FL=29.87
TC=31.14
FL=29.87
y
vn
TC=30.45 :■
FL=30.45
TC=30 35
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TC = 31.14
FL=29.81
RIM EL-29.69
.n
EL=30.05f
MATCH EXIST
EL=30.18f
MATCH EXIST
I FL=29.90
/
so n
TC=29.71
FL= 29.71
EL=29.73
EL=29.88f
MATCH EXIST
EL=29.87f
MATCH EXIST
\ 11.TOP.PIPE
EL=29.78 \ H13.TOP.PIPE
TC=29.77 \
FL=29.76
S SHATTUCK AVE AND S 3RD PL - NW 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)
0o TRUNCATED DOME DETECTABLE WARNING SURFACE
® 1.5% MAX. SLOPE LANDING IN ALL DIRECTIONS
■ NEW S/W PANEL TO TRANSITION TO EXIST. S/W SLOPE
AND WIDTH, MAX. 2% CROSS SLOPE AT TOP OF RAMP.
TRANSITION CURB TO MATCH EXIST.
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 - 6
TC=30.38 EXIST
FL=30.02 EXIST
rEL=30.4 f
MATCH EXIST
E14
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: January 2021
R-394970 I
SHEET
R-36
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