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LOCATION OF ALL SPU/CEDAR
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RIVER PIPES APPROXIMATE
SSMH 77849 -�
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RIM 38.20
IE < 13.2 N-SW, METRO SEWER
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STCR TOO DEEP TO MEASURE
CB 77845
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RIM 37.92
IE 34.8 E, 12" PVC
ONE.WAY.(E)
NC
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LID 37.00
ELEV 36.69 @
TOP OF PVC
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RIM 38.21
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IE 34.3 S, 12" METAL
IE 34.2 N, 12" METAL
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IE 34.4E 4" METAL
IE 34.5 W, 4" METAL
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SDMH 77889
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RIM 38.11
IE 34.2 S, 12" METAL
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IE 35.4 E, 12" METAL
SDMH 13575
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IE 34.5 W, 12" PVC
IE 34.1 N, 12" METAL
RIM 38.28
IE 36.1 NW, 8" CONC
290
IE 36.1 SW, 8" UNKNOWN
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CB 77890
OIL/WATER SEPARATOR
SHROUD OVER ENDS OF PIPES PREVENTED
RIM 37.85
IE 35.6 W, 12" META
ACCURATE MEASUREMENTS
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700 704
SDMH 13574
RIM 38.61 708 710
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IE 35.1 E, 6" CONC
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CB 13577
RIM 38.12
IE 35.0 W, 6" CONC
TWO COMM LINES RUN N-S
6" WATER &
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SSM 13061 O
RIM 38.11 00
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SEE SHEET R-6
FOR CONTINUATION
PLAN
0 10 20 40 60
SCALE: 1"=20'
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RIM 38.17
IE 37.0 W, 6" CONC
SDMH 13653
RIM 38.44
IE 36.2 SW, 4" PVC
IE 34.0 E, 6" CONC
FILLED W/SEDIMENT, 5'± DEEP
SDMH 13578
RIM 38.61
IE 34.9 E, 8" CONC
IE 34.8 NW, 12" IRON
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1\ 110/26/20221 JJM I RECORD DRAWING
NO. DATE BY
REVISION
NOTICE
0 /2 1
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
PLAN
0 10 20 40 60
SCALE: 1"=20'
Jim RECORD
DESIGNED DRAWINGS
BAW
DRAWN murra sm�
TTT SEE NOTE ON
CHECKED COVER SHEET
RENTON DOWNTOWN
• UTILITY
'D IMPROVEMENTS
PROJECT
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CONSTRUCTION NOTES:
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
7O PROTECT EXIST TREE AND/OR SHRUB OR REPLACE IN
KIND, CONTRACTOR SHALL COORDINATE MEASURES TO
MINIMIZE IMPACTS TO TREE WITH ENGINEER
9 CHANNELIZATION MARKERS AND/OR TRAFFIC ARROW
PER CITY STD DET 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
°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"
R-394956 ASPHALT PAVEMENT
S 3 RD ST & PARKING LOT
RESTORATION PLANS STA C24+00 TO
STA C26+40 & STA E1+20 TO STA E5+00
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: January 2021
SHEET
R-11
R-12
102 of 121
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