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IF a? ? W 6" IRON
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1\ 110/26/20221 JJM I RECORD DRAWING
NO. DATE BY
REVISION
NOTICE
0 72 1
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
JJM
DESIGNED
BAW
DRAWN
TTT
CHECKED
PLAN
0 10 20 40 60
SCALE: 1"=20'
FOR CONTINUATION
SEE SHEET R-25
— SS
D— — — — — SD — — — — —S
RIM 45.37
IE 41.7 S, 8" CONC
IE 40.0 SE, 8" CONC
IE 38.9 W, 12" CONC
IE 38.8 E, 12" CONC
nm oraco
Rllvl Tt..7 l
IE 42.9 NW, 8" CONC
IE 42.9 N, 8" CONC
CONSTRUCTION NOTES:
1O 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
3O CEMENT CONCRETE SIDEWALK REPLACEMENT PER CITY
STD DETAIL 102, ADJUST PANEL LENGTH AND WIDTH
TO MATCH NEAREST FULL DEPTH EXPANSION JOINT
0 CROSSWALK PER CITY STD DETAIL 127
6O STOP BAR PER CITY STD DETAIL 128
9O CHANNELIZATION MARKERS AND/OR TRAFFIC ARROW
PER CITY STD DETAIL 109 AND WSDOT STD PLANS
M-3.40-04 AND M-24.40-02
LEGEND
PERMANENT HMA PATCH PER CITY STD
DETAIL 110.0, 110.1 AND DETAIL 2,
SHEET R-40
5 ..de.0 ., 4 Q 1 CEMENT CONCRETE SIDEWALK OR
DRIVEWAY
F_ —1 SAWCUT
GRIND & OVERLAY PER CITY STD
DETAIL 110.0 AND 110.1 REMOVE AND
REPLACE WITH 6" CSTC BASE AND 8"
R-394962 ASPHALT PAVEMENT
RECORD SHEET
RENTON DOWNTOWN S 2ND ST
DRAWINGS UTILITY ROADWAY RESTORATION PLANS _
R 24
SEE NOTE ON murraysmirthlqo IMPROVEMENTS STA KO+00 TO STA K5+60
COVER SHEET PROJECT
PROJECT NO.: 18-2251 SCALE: AS SHOWN DATE: January 2021 108 Of 121