HomeMy WebLinkAboutR-394969U
a�
L0
7
W
N
LU
Y
ry
Q
m
r)
r)
Q
0
M
N
O
N
Ln
N
Ln
rn
i
�1
70
a
ml
U
Ln
N
N
a)
a�
V)
Q
U
i
N
(p
L
d
d
O
O
Ln
N
N
i
00
U
L
�I
w
i
■■
!J
N
RAD = 48.5-&
A=4°47'00"
L=4.1
STA C22+56, 23' RT
BEGIN CURB AND GUTTER
L
5
13
1
4.9' 5. 0' -
5.2' 3.7'
*--
X 4
r
0
1
EL=35.63E
MATCH EXIST
TC=35.53
FL=35.52
m EL=35.63E
STA C22+75, 22' RT MATCH EXIST TC=35.51
END CURB AND GUTTER
EL=35.55E
1 MATCH EXIST
EL=35.67E
MATCH EXIST
TC=35.57
- FL=35.56/
TC=36.07
`FL=35.57
EL=35.69E
EXIST
EL=35.61E
-/MATCH
Z-MATCH EXIST
TC=36.0 EXIST 8.5%. o o TC=36.1 EXIST
9.5 /o
FL=35.5 EXIST oa boo FL=35.6 EXIST71
°0-n o°'Ooo d
EL=35.79 " EL=35.83 EL=36.11
O EL=36.14E
C EL=36.02E o.8°ro cca ,L o d o
MATCH EXIST
MATCH EXIST °
r+� Ln • 0 o
Ln
°■ -
TC=36.0 EXIST ' 3.1% 0.8a/o
SMITHERS AVE S AND S 3RD 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 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
12 PROTECT EXIST SIGNAL POLE
13 PROTECT EXIST UTILITY VAULT/BOX
19 REFER TO SD SHT SD-10 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
FL=36.0 EXIST
EL=36.00± -
MATCH EXIST
TC=36.06
FL=35.85
DEL=36.22E
MATCH EXIST
TC=36.12 TC=36.17
FL=35.89 FL=36.17
f
0
SMITHERS AVE S AND S 3RD ST - SE 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)
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)
PAY LIMIT
CURB RAMP DETAILS - 5
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE
R-394969
SHEET
R-35
January 2021 115 Of 121