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9.3 N, 6" CONC
SEE SHEET R-12
FOR CONTINUATION
PLAN
0 10 20 40 60
SCALE: 1"=20'
PLAN
20 40
SCALE: 1"=20'
SEE SHEET R-16
FOR CONTINUATION
FOR CONTINUATION
SEE SHEET R-16
NOTICE Jim RECORD
0 Y2 1 DESIGNED DRAWINGS
BAW
DRAWN murraysmirth
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
i
REMOVE AND REPLACE
CURB RAMP SEE SHT R-33
RENTON DOWNTOWN
• UTILITY
'D IMPROVEMENTS
PROJECT
CB
RIM
IE
CONSTRUCTION NOTES:
O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
O2 CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL
101, 101.1, 102 AND 103, AT EXISTING AND PROPOSED
CURB TIE-INS, MATCH THE CURB FACES AND EXISTING
TOP OF CURB AND FLOWLINE ELEVATIONS, ADJUST
LENGTH TO MATCH NEAREST EXPANSION JOINT
O CEMENT CONCRETE SIDEWALK REPLACEMENT PER CITY
STD DETAIL 102, ADJUST PANEL LENGTH AND WIDTH
TO MATCH NEAREST FULL DEPTH EXPANSION JOINT
O 4O CEMENT CONCRETE DRIVEWAY ENTRANCE
t10 REPLACEMENT WITH 6" CSTC BASE, MATCH EXISTING
+ PER CITY STD DETAIL 104, 104.2, 104.5, 105.5 AND/OR
m AS DIRECTED BY THE ENGINEER, ADJUST PANEL LENGTH
U TO MATCH NEAREST FULL DEPTH EXPANSION JOINT
0 5O CROSSWALK PER CITY STD DETAIL 127
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LU CO O STOP BAR PER CITY STD DETAIL 128
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LU
J 9O CHANNELIZATION MARKERS AND/OR TRAFFIC ARROW
= PER CITY STD DETAIL 109 AND WSDOT STD PLANS
UM-3.40-04 AND M-24.40-02
< 0PARKING MARKERS TO MATCH EXISTING AS DIRECTED
BY ENGINEER
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PERMANENT HMA PATCH PER CITY STD
DETAIL 110.0, 110.1 AND DETAIL 2,
SHEET R-40
°I CEMENT CONCRETE SIDEWALK OR
DRIVEWAY
a
F_ —1 SAWCUT
GRIND & OVERLAY PER CITY STD
DETAIL 110.0 AND 110.1 REMOVE AND
REPLACE WITH 6" CSTC BASE AND 8"
R-394954 ASPHALT PAVEMENT
S3RDST
ROADWAY RESTORATION PLANS
STA C4+80 TO STA C14+40
PROJECT NO.: 18-2251 1 SCALE: AS SHOWN DATE: January 2021
SHEET
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