HomeMy WebLinkAboutR-394966It
C7
CM
LU
U
N
L0
7
J
W
N
w
v
ry
Q
m
0
Q
0
Q
0
rn
M
N
O
N
Ln
N
N
M
i
�1
70
a
I
m
U
u7
N
N
m
a)
a�
V)
0
Q
i
N
a�
r�
a
a
0
a�
Ln
N
N
i
00
U
L
�I
w
i
■■
)=16.60'
21 ° 16'44"
i.2
D=43.66'
6°36'24"
5.0
)=45.04' -7)
i°39'50"
.2
14.15'
'09' 14"
TER
SHATTUCK AVE S AND S 3RD ST - SW 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, BY OTHERS
I
OLF K
I
I
I
I
12 PROTECT EXIST PEDESTRIAN SIGNAL POLE
13 PROTECT EXIST UTILITY VAULT/BOX
14 PROTECT EXIST PED PUSH BUTTON
19 REFER TO SD SHTS SD-8 FOR STORM IMPROVEMENTS
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
k
EL=30.87f
MATCH EXIST
EL=30.81f
MATCH EXIST
TC=30.87 EXIST
FL=30.80 EXIST
I
.• 4 1�0
EL=31.48f av
RIM EL=30.77
TC=31.32
FL=30.75
MATCH EXIST .2.0%
�o
EL=31.41f Ln
o °
MATCH EXIST ° A A
TC=31.46 EXIST
0
FL=31.46 EXIST EL=31.24 °
4
1.5%'
Ln 7.5% °°o
0 p-� oo°°
oa A
EL=31.43f 1.5% I b°Q o°p
MATCH EXIST
TC=31.42 A
0
FL=31.29
4 C6Ad zl
P EL=31.22
o A
° ♦ Q oho
A o
1.3% A
Ad ' .
EL=31.28f�
MATCH EXIST EL=31.13f
TC=31.30 EXIST MATCH EXIST
FL=31.28 EXIST
TC=31.12 EXIST
FL=30.60 EXIST
TC=31.18
FL=30.73
TC=30.70
,--'- FL= l
r-f
EL=30.74f
MATCH EXIST
I I I I I
EL=30.71±
MATCH EXIST
TC=30.67 -
I FL=30.66
��TC=31.13
/ FL=30.63
�EL=30.69±
MATCH EXIST
EL=30.60f
MATCH EXIST
SHATTUCK AVE S AND S 3RD ST - SW 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
RENTON DOWNTOWN
• UTILITY
'D IMPROVEMENTS
PROJECT
F--, 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)
� CURB RAMP PAY LIMIT
CURB RAMP DETAILS - 2
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE
R-394966
SHEET
R-32
January 2021 112 Of 121