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STA F11+66, 19' LT
BEGIN CURB AND GUTTER
4
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RAD=26.62'
A=22°56'14" I
L=10.7 I o
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I
20
I
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RAD=19.42'-
A=14°47'43"
L=5.0
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n
I
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RAD=20.53'-
A=47° 18'03"
L=17.0
X
X
X
u
STA F11+88, 43' LT
END CURB AND GUTTER
SHATTUCK AVE S AND S 4TH ST - NE 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
UFURNISH 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
OEXIST UTILITY BOX TO BE REMOVED, BY OTHERS
11 PROTECT EXIST FENCE
13 PROTECT EXIST UTILITY VAULT/BOX
16 REMOVE AND REINSTALL EXIST SIGN WITH NEW METAL
POST PER COR STD PLAN 129
17 REMOVE EXIST GRADE CURB
19 REFER TO SD SHT SD-17 FOR STORM IMPROVEMENTS
20 REMOVE AND REINSTALL THERMAL PLASTIC CROSSWALK
LINE PER COR STD PLAN 127
NOTICE ARC RECORD
0 72 1 DESIGNED DRAWINGS
ARC
IF THIS BAR DOES DRAWN SEE NOTE ON
NOT MEASURE 1" TTT murraysmi mt
THEN DRAWING IS CHECKED COVER SHEET
1 10/26/2022 JJM RECORD DRAWING NOT TO SCALE
NO. DATE BY REVISION
EMA
TC=29.76 EXIST
FL=29.32 EXIST
EL=29.33E
MATCH EXIST
EL=29.47E
MATCH EXIST
I I
I II
� I
TC=29.27
(-FL=29.27
EL=29.28-
EL=29.32E /'�
MATCH EXIST_ \
EL=29.27f_>
MATCH EXIST
I
EL=29.23
I
TC=29.22
FL=29.22
RIM EL=29.19
c�
I
i X
i X
I X
I X
� u
TC=29.84 EXIST
FL=29.84 EXIST
I
TC=29.88
FL=29.37
TC=29.90
FL=29.32
TC=29.86
FL=29.86
• •v o
3 A o 0
N
0 Ad �N
TC=29.75
7
FL=29.30
EL=29.98E
MATCH EXIST
TC=29 81 EXIST
4 FL=29.35 EXIST
EL=29.40E
MATCH EXIST
EL=29.51E
MATCH EXIST
SHATTUCK AVE S AND S 4TH ST - NE 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
'9 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 LI M IT
CURB RAMP DETAILS - 8
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE
R-394972
SHEET
January 2021
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