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STA C15+64, 22' LT
BEGIN CURVE
STA C15+46, 22' LT
BEGIN CURB AND GUTTER
STA C15+72, 52' LT
END II CURB AND GUTTER
I jj
)in ng
STA C15+72, 30' LT
END CURVE
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77
WHITWORTHAVE SAND S3RDST- NW CO
SCALE: 1"=5'
L
TC=32.83
FL=32.38
TC=32.82
FL=32.82
EL=32.97E
MATCH EXIST
TC=32.3 EXIST
FL=32.2 EXIST
EL=32.30E
MATCH EXIST
°,' 3.1%
TC=32.7
N
d ■ ° `EL=32.77 FL=32.2
JA
4% °
TC=32.83a EL-32.25
FL=32.30° TC=32.7
0
o FL=32.1
:°EL=32.19E
d d MATCH EXIST
o I M
0i RIM EL=32.1
Lo
EL=33.02E
MATCH EXIST
TC=32.8
FL=32.8 �I
6.0%' yy
Ct o 1
Un d a°
EL=32.76E Ln 1.0%
MATCH EXIST
° 6.0% ° EL=32.2
d' EL=32.30 0
EL=32.58 d
�q EL=32.7, EL=32.30 0
TC=32.1 EXIST 11.3% 2. o °
d 6'4°i
FL=32.1 EXIST
EL=32.16E
MATCH EXIST
TC=32.29
EL=32.29E FL=32.29
MATCH EXIST TC=32.64
FL=32.15 EL=32.40E
TC=32.70 MATCH EXIST
FL=32.20
TC=32.34
FL=32.34
EL=32.44E
MATCH EXIST
TC=32.13
•� FL=32.13
�EL=32.16E
MATCH EXIST
EL=32.17E
MATCH EXIST El
ETC=32.16
FL=32.16
dd
n
RNER PLAN i WHITWORTH AVE S AND S 3RD ST - NW CORNER GRADING
SCALE: 1"=5'
KEY
NOTES
19
REFER TO SD SHT SD-9 FOR STORM IMPROVEMENTS
CURB RAMP LEGEND
SLOPE AS SHOWN (MAX 2.0% FINISHED SURFACE SLOPE)
--, SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN. FROM
O
SAWCUT & REMOVE EXIST SIDEWALK CURB AND GUTTER TO
NEAREST JOINT PAST MATCH LINE.
22
O
REMOVE ABANDONED WATER METER
L__J FACE OF CURB OR GUTTER PAN TO MEET CROSS SLOPE
� SLOPE AS SHOWN (MAX 8.3% FINISHED SURFACE SLOPE)
REQUIREMENTS (SEE TYPICAL SIDEWALK RAMP
O2
CONSTRUCT COMBINATION CURB RAMPS PER THIS SHEET
23
INSTALL DECORATIVE PEDESTRIAN LUMINAIRE POLE PER COR
REPLACEMENT SECTION DETAIL, SHT. R-40)
STD PLAN 117.2, 117.3, 117.4, AND SHT R-41. LUMINARIE ARM
oo TRUNCATED DOME DETECTABLE WARNING SURFACE
O
FURNISH AND INSTALL RED DETECTABLE WARNING SURFACE
SHALL BE ORIENTED TOWARD ROADWAY. LUMINAIRE BASE
PAY LIMIT
PER WSDOT STD PLAN F-45.10-02
COVER SHALL BE AT LEAST 1.5 FEET CLEAR FROM FACE OF
® 1.5% MAX. SLOPE LANDING IN ALL DIRECTIONS
O
CONSTRUCT CEMENT CONC CURB PER COR STD PLANS 101 AND
CURB. CENTER OF POLE SHALL BE LOCATED APPROX 2.5 FEET
103.
FROM FACE OF CURB.
■ NEW S/W PANEL TO TRANSITION TO EXIST. S/W SLOPE
O5
CONSTRUCT CEMENT CONC SIDEWALK PER COR STD PLAN 102
24
INSTALL STREET LIGHT JUNCTION -BOX PER COR STD PLAN 119
AND WIDTH, MAX. 2% CROSS SLOPE AT TOP OF RAMP.
AND 120
TRANSITION CURB TO MATCH EXIST.
O
INSTALL HMA TO MATCH EXIST PAVEMENT THICK, SEE
25
REINSTALL EXIST SIGNS THAT WERE REMOVED FROM EXIST
ROADSIDE DETAIL SHT R-40
LUMINAIRE POLE TO NEW METAL POST PER COR STD PLAN 129
O
REMOVE AND ABANDON EXIST STREET LIGHT JUNCTION BOX.
DO NOT ENTER SIGN SHALL FACE EAST. ONE WAY SIGN SHALL
GENERAL NOTES
COORDINATE WITH CITY 4 WEEKS PRIOR TO CONSTRUCTION.
BE FACED NORTH. CLEARANCE FROM BOTTOM OF LOWEST SIGN
1. LUMINAIRE SHALL BE OUT OF SERVICE AS SHORT A TIME PERIOD AS POSSIBLE BEFORE THE NEW DECORATIVE PEDESTRIAN LUMINAIRE IS
EXIST LUMINAIRE POLE AND SIGNS. COORDINATE
TO PROPOSED GROUND LEVEL SHALL BE AT LEAST 7 FEET PER
OPERATIONAL.
OREMOVE
9
WITH CITY 4 WEEKS PRIOR TO CONSTRUCTION SALVAGE EXIST
STD PLAN
LIGHT FIXTURE AND DELIVER TO CITY MAINTENANCE FACILITY
26
REINSTALL EXIST STOP AND NO PARKING SIGN THAT WERE
2. LUMINAIRE POLE RELOCATION PLAN SHALL BE SUBMITTED TO THE CITY FOR REVIEWS AND APPROVAL WITH 4 WEEKS PRIOR TO ITS
REMOVED FROM THE EXIST WOOD POST WITH NEW METAL
RELOCATION.
11
PROTECT EXIST FENCE
POST PER COR STD 129. EDGE OF SIGN SHALL BE APPROX 1.5
FEET CLEAR FROM FACE OF CURB. CLEARANCE FROM BOTTOM
13
PROTECT EXIST UTILITY VAULT/BOX
OF LOWEST SIGN TO PROPOSED GROUND LEVEL SHALL BE AT
LEAST 7 FEET PER STD PLAN.
15
PROTECT EXIST HYDRANT
27
CREATE SMOOTH TRANSITION BETWEEN CURB RAMPS AND
16
REMOVE EXIST STOP AND NO PARKING SIGN AND WOOD POST
CURB RETURN
1 ENTIRE SHEET
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
]tVPZ�1002 3JTNT f DJDla) EN0NS AND CLARIFICATIONS NOT TO SCALE
NO. DATE BY REVISION
i
RENTON DOWNTOWN
• UTILITY
'D IMPROVEMENTS
PROJECT
CURB RAMP DETAILS - 4
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: January 2021
R-394968
SHEET
R-34
114 of 121