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FOR CONTINUATION
SEE SHEET W-3
RECORD DRAWINGS SHOW CONTRACTOR P LA N
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN 0 10 20 40 60
LOCATIONS AND ELEVATIONS ARE
INDICATED WITH STRIKETHOUGH TEXT. p SCALE: 1"=20'
REFER TO CONTRACT DOCUMENTS FOR cn
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WATER SERVICE TABLE
SERVICE
ADDRESS
SIZE
APPROX STATION
FIELD VERIFIED
NO.
AT MAIN
STATION AT MAIN
E319
S 2ND ST
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MAIN WITH POLYWRAP
INSTALL JOINT BONDS AT ALL JOINTS
AND ANODES EVERY 20'
GO+00
GO+20 GO+40 GO+60 GO+80
G1+00 G1+20 G1+40 G1+60 G1+80
PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT
G2+00 G2+20 G2+40 G2+60 G2+80 G3+00 G3+20
NOTICE JAM RECORD
0 Y2 1 DESIGNED DRAWINGS
BAW
DRAWN murra sm�
IF THIS BAR DOES SEE NOTE ON
NOT MEASURE 1" TTT
THEN DRAWING IS CHECKED COVER SHEET
1 10/26/2022 JJM I RECORD DRAWING NOT TO SCALE
NO. I DATE I BY REVISION
45
35
30
25
20
15
10
RENTON DOWNTOWN
o UTILITY
IMPROVEMENTS
PROJECT
CONSTRUCTION NOTES:
< > 1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
3 REMOVE AND REPLACE EXISTING STORM TO A
DISTANCE OF 10 FT ON BOTH SIDE OF PROP
WATER, STORM PIPE SHALL BE C900 PVC AND
SHALL MATCH EXISTING SLOPE, SIZE, AND
ALIGNMENT
<V4 > SUPPORT SPU WATER IN PLACE PER 1-07.171 DO
NOT ALLOW EXIST PEA GRAVEL BACKFILL TO
UNRAVEL. BACKFILL PIPE BEDDING PER SPU STD
PLAN 350
7 GAS TO BE RELOCATED PRIOR TO CONSTRUCTION
8 WATER SERVICES CROSSING SPU SHALL USE
KAMCO MUNICIPAL AQUA SHIELD COPPER PIPE
9 PROPOSED CORROSION PROTECTION FLUSH
MOUNTED TEST STATIONS TYPE FF, SEE
CORROSION PROTECTIONS DETAILS SHT CP-1
12 CASING PIPE SHALL CONFORM TO STD 412 SPU
SUPPORT DETAILS IN APPENDIX A
FIRE HYDRANT ASSEMBLY PER COR STD PLAN
310.1, CLOSE EXIST HYDRANT VALVE, REMOVE
15 HYDRANT, VALVE COVER, & VALVE BOX, SALVAGE
TO COR OR DISPOSE AS DIRECTED BY CITY
ENGINEER
17 CONNECT TO EXIST MAIN W/TAPPING TEE &
VALVES PER COR STD PLAN 300.1
20 REPLACE EXIST WATER LATERAL AND METER PER
COR STD PLAN 320.1 AND RECONNECT TO EXIST
SERVICE
24 WATER SERVICE TO BE INSTALLED WITH A 2"
SADDLE TAP PRIOR TO ABANDONMENT OF 8"W
BETWEEN SHATTUCK AVE S AND WHITWORTH
AVE S
25 PROPOSED WATER MAY HAVE A CONFLICT WITH
EXISTING UTILITY TO BE ABANDONED,
CONTRACTOR SHALL TAKE APPROPRIATE
MEASURE TO INSTALL THE WATER UTILITY SUCH
THAT FUNCTIONALITY OF THE EXISTING UTILITY
IS MAINTAINED UNTIL SUCH TIME AS IT IS
ABANDONED
26 PROPOSED CORROSION PROTECTION FLUSH
MOUNTED TEST STATIONS TYPE FI, SEE
CORROSION PROTECTION DETAILS, SHT CP-1
27 TEMPORARY WATER SERVICE, SEE SHT D-19
32 SEE SHT W-3 FOR PIPE CONTINUATION
EXISTING WATER TO BE ABANDONED AND/OR
37 REMOVED, SEE SHT D-19
WHITWORTH AVE S
WATER PLAN & PROFILE
STA GO+00 TO STA G3+20
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021
W-394911
SHEET
W-19
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