HomeMy WebLinkAboutR-394952CONSTRUCTION NOTES:
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SDMH 62148
SSMH 62147
RIM 31.80
IE 27.5 SE,NW @ CL,
RIM 32.38
IE 20.8 E
IE 20.8 S
/
E 21.7 NW
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FOR CONTINUATION
SEE SHEET R-15
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IE 29.2 W, 12" CONC
IE 29.2 E, 12" CONC
IE 30.3 N, 6" METAL(THROUGH)
SSMH 62129
RIM 32.27 \ -
IE 20.6 S,W @ CL
IE25.6E \ \
IE 25.3 SE
\ \ SSMH 5330 CB 33049RIM 32.21
RIM 32.22 \ E 29.6 S, 6" CONC
IE 20.5 E,W @ CL 29.2 E, 12" CPP
IE 20.5 N
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AVE S
IE 29.9 S, 6" CONC
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0 10 20 40 60
SCALE: 1"=20'
- KtJCRVtv.nvw
CB 66950
FOR CONTINUATON
SEE SHEET R-21
FOR CONTINUATION
SEE SHEET R-19
. MORRIS AVE S
/CB 66460 507
RIM 32.75
IE 31.0 W, 6" CONC PLAN
0 10 20 40 60
SCALE: 1"=20'
NOTICE JJM RECORD
0 /2 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
SSMH 66949
RIM 34.36
IE 29.4 E,W @ CL
IE 29.9 W, 6" CONC
STA A 13 + 15, 4.3' LT
1-SDMH #5.5
STUDENT.PRKG
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S - SS - - - - - SS - - - - - SS - -�
A18+00
--'--------- -, . ---
RENTON DOWNTOWN
• UTILITY
'D IMPROVEMENTS
PROJECT
1O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
2O 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
4O
CEMENT CONCRETE DRIVEWAY ENTRANCE
REPLACEMENT WITH 6" CSTC BASE, MATCH EXISTING
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PER CITY STD DETAIL 104, 104.2, 104.5, 105.5 AND/OR
+
AS DIRECTED BY THE ENGINEER, ADJUST PANEL LENGTH
TO MATCH NEAREST FULL DEPTH EXPANSION JOINT
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CROSSWALK PER CITY STD DETAIL 127
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STOP BAR PER CITY STD DETAIL 128
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CHANNELIZATION MARKERS AND/OR TRAFFIC ARROW
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PER CITY STD DETAIL 109 AND WSDOT STD PLANS
M-3.40-04 AND M-24.40-02
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LEGEND
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-394952 ASPHALT PAVEMENT
S2NDST
ROADWAY RESTORATION PLANS
STA A9+60 TO STA A19+20
PROJECT NO.: 18PROJECT NO.: 18-22511SCALE: AS SHOWNIDATE: January 2021AS SHOWNIDATE: January 2021
SHEET
R-3
R-4
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