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RIM 29.41
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IE 25.6 W, 8" METAL
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RIM 30.12
IE 28.4 NE, 8" METAL
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8.46 @TOP OF PVC CONSTRUCTION NOTES:
II rn I 1O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
II -p SDMH 65164 CONTROL PLAN, SHT G-6
C E.9 M245E 8" CPP O CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL
-� rn I IE 20.7 S, 24" CPP 101, 101.1, 102 AND 103, AT EXISTING AND PROPOSED
IE 20.9 N, 24" CPP
o � IE 25.1 W, 8" CONc CURB TIE-INS, MATCH THE CURB FACES AND EXISTING
Sp \ CB 65162 TOP OF CURB AND FLOWLINE ELEVATIONS, ADJUST
RIM 28.86 LENGTH TO MATCH NEAREST EXPANSION JOINT
I ��� N IE 25.3 W, 8" CPP
�� 3O CEMENT CONCRETE SIDEWALK REPLACEMENT PER CITY
CB 65166 p.
STD DETAIL 102, ADJUST PANEL LENGTH AND WIDTH
II RIM 29.10 TO MATCH NEAREST FULL DEPTH EXPANSION JOINT
IE 27.4 NE, 8" CONC - - SD
3 - - - - - - - - ST P - S�- SS-PPED.XING _ _ SS --- _ O 4O CEMENT CONCRETE DRIVEWAY ENTRANCE
tREBA PK 214 + REPLACEMENT WITH 6" CSTC BASE, MATCH EXISTING
_Q °a. STREET - - T - _ Q T _ _ T PER CITY STD DETAIL 104, 104.2, 104.5, 105.5 AND/OR
lt _ _ AS DIRECTED BY THE ENGINEER, ADJUST PANEL LENGTH
- - - T - - - - - - - T - - - - a - _ - - a TO MATCH NEAREST FULL DEPTH EXPANSION JOINT
30 1 CI 1 < 3:,p O 5O CROSSWALK PER CITY STD DETAIL 127
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SCALE: 1"=20'
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PER CITY STD DETAIL 109 AND WSLiu T STD PLANS
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0 10 20 40 60
SCALE: 1"=20'
NOTICE Jim RECORD
0 Y2 1 DESIGNED DRAWINGS
BAW
DRAWN murraysmi
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
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RENTON DOWNTOWN
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IMPROVEMENTS
PROJECT
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R-394951
LEGEND
PERMANENT HMA PATCH PER CITY STD
DETAIL 110.0, 110.1 AND DETAIL 2,
SHEET R-40
a. 'I 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"
ASPHALT PAVEMENT
S2NDST
ROADWAY RESTORATION PLANS
STA AO + 00 TO STA A9 + 60
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: January 2021
SHEET
R-1
R-2
97 of 121
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