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RAD=20.22'
A=48°30' 10"
L=17.1K
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END CURB AND GUTTER
—--16"W CI-----16"W CI—
RAD=55.01'
A=6°56'22"
\A-L=6.7
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--16"W CI-----16"W CI—
STA F12+32, 46' LT
BEGIN CURB AND GUTTER
SHATTUCK AVE S AND S 4TH ST - SE 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 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.
10 PROTECT EXIST CABINET
13 PROTECT EXIST UTILITY VAULT/BOX
17 REMOVE AND REINSTALL CEMENT CONCRETE PEDESTRIAN
CURB PER COR STD PLAN 101
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 Y2 1 DESIGNED DRAWINGS
ARC
DRAWN rra smi
IF THIS BAR DOES SEE NOTE ON
NOT MEASURE 1" TTT
THEN DRAWING IS CHECKED COVER SHEET
1 10/26/2022 JJM RECORD DRAWING NOT TO SCALE
NO. DATE BY REVISION
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FL=28.92
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EL=29.13E
MATCH EXIST
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EL=29.22E
MATCH EXIST
6, EL=28.99
ETC=28 97
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EL=29.22E
MATCH EXIST
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0.8% 4
EL=29.07E TC=29.5 EXIST
MATCH EXIST FL=29.1 EXIST
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TC=29.6 EXIST
FL=29.6 EXIST
EL=29.47E
MATCH EXIST
TC=29.56
FL=29.11 EL=29.35E
MATCH EXIST
71/ TC=29.7 EXIST
FL=29.2 EXIST
SHATTUCK AVE S AND S 4TH ST - SE CORNER GRADING
SCALE: 1"=5'
CURB RAMP LEGEND
SLOPE AS SHOWN (MAX 2.0% FINISHED SURFACE SLOPE)
—0- SLOPE AS SHOWN (MAX 8.3% FINISHED SURFACE SLOPE)
F0701 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)
1 PAY LIMIT
CURB RAMP DETAILS - 9
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE
R-394973
SHEET
R-39
January 2021 119 Of 121