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RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE
INDICATED WITH STRIKETHOUGH TEXT.
REFER TO CONTRACT DOCUMENTS FOR
ADDITIONAL DETAILS
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_ REESTABLISHED PER DNR
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STA RO+94 1' RT 45® �46
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0 10 20 40 60
SCALE: 1"=20'
TIC, W/POWER, STA R1+92 16' LT STAB R+ 1-88r
1-6 900BEND, RJ 141900 BEND
ROTATED UP
1-6" SOLID SLV, RJ 1-41L SOLID SLV
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CONNECT TO EXIST 6" W
R 0
- STA R1+92 6- LT
2-6" 450 VERT BEND
SMITHERS AVE S
STA R1+92, 2' RT STA R+ 1-8r8r
1-12" PLUG, RJ 1
1-4" GV, FLGxRJ 1-Fil GV
1-12"x6" TEE, RJxFLG 1-12"xAPLL TEE
2-TB
STA R1+79, 2' RT
1-12"x6" TEE, RJxFLG
6 GV, FLGxRJ
1-FIRE HYDRANT (20' LT)
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EX IST 6"W+¢
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f 95 LF OF
12" CL 52
7'
REST JOINT DI WATER
MAIN WITH
POLYWRAP
RO+80 R1+00 R1+20 R1+40 R1+60 R1+80 R2+00 R2+20
PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT
NOTICE SEO RECORD
0 Y2 1 DESIGNED DRAWINGS
BAW
DRAWN murrar!,vsmilh
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. I DATE I BY I REVISION
EA
45
35
30
25
20
RENTON DOWNTOWN
o UTILITY
IMPROVEMENTS
PROJECT
CONSTRUCTION NOTES:
1 CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-6
10 CONNECT TO EXIST MAIN WITH CUT -IN TEE
& VALVE PER COR STD PLAN 300.2
15 FH ASSY PER COR STD PLAN 310.1, CLOSE
EXIST HYDRANT VALVE, REMOVE HYDRANT,
VALVE COVER, & VALVE BOX, SALVAGE TO
COR OR DISPOSE AS DIRECTED BY CITY
ENGINEER
19 PROVIDE DENSE FOAM CUSHION AT ALL
UTILITY CROSSINGS WHERE WATERMAIN
CROSSES WITHIN 6" ABOVE/BELOW
ANOTHER UTILITY
37 EXIST WATER TO BE ABANDONED AND/OR
REMOVED, SEE SHT D-31
38 REPLACE SURVEY MONUMENT PER CITY STD
DETAIL H031 AS REQUIRED FOR
CONSTRUCTION
SMITHERS AVE S
WATER PLAN & PROFILE
STA RO+00 TO STA R1+00
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021
W-394917
SHEET
W-31
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