HomeMy WebLinkAboutW-428104NOTES
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EXISTING 1.5" IRRIGATION
AND 2" DOMESTIC WATER
SERVICE LINES
EXISTING 10" GATE VALVE
` 10" GATE VALVE (MJXMJ)
N=182433.15
"SLEEVE(MJ) > E=1303515.40
N=182433.10
\� v E=1303519.51r WI --- ---- -
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4 LF 10" DIP ri ::- :-- ds-
1-10" X 45 DEGREE
BEND (MJ) WITH ! ::i 9 LF 10 DIP W
2 CONCRETE BLOCKING �- - -`
N-182433.26
E=1303506.65
10 LF 10" DIP -
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EXISTING WATER MAIN
TO BE ABANDONED
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BEND (MJ) WITH
C-4.20 U'
CONCRETE BLOCKING
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6 CONCRETE BLOCKING
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6 � �� N=182307.53 E=1303497.77
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WATER MAIN
PROFILE
10" SLEEVES (MJ)
N=182081.65
E=1303679.65
NEW 10" GATE VALVE (MJXMJ)
N=182081.71
E=1303677.40
UTILITY TRENCH
10" SLEEVES (MJ)
N=182081.72
E=1303675.16
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E SURVEYED: SCALE:
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1 »=20' HGRIZOML N D 1983/1991
• DESIGNED:
I Call 811DROWN: SAG
N two business days ONE INCH
before you dig o 10 20 40 • a 02 PERMIT CORRECTION 02 0Rv 5/2a/2o2a PK HS/SAG
01 PERMIT CORRECTION 01 DRv 11/30/2023 PK CHECKED: AT FULL DATUM
N DRV IF Nar ONE�INCH
1 inch = 20 feet NO. REVISION BY DATE APPR
APp SCALE ACCORDINGLY
a PKS
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1. CONNECTION TO EXISTING WATER MAIN PER CITY OF RENTON STD DETAIL 300.4
2. ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED WITH MEGALUG SERIES
1100 OR APPROVED EQUAL IN ADDITION TO CONCRETE BLOCKING.
3. ALL CONNECTION TO EXISTING WATER MAIN SHALL BE CONDUCTED BY CITY
FORCES.
4. CITY STAFF SHALL OPERATE ALL WATER SYSTEM VALVES. CONTRACTOR NOT
ALLOWED TO OPERATE VALVES.
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I 1-10" GATE VALVE (FLXMJ)
CONCRETE BLOCKING
1-10 X8 REDUCER (MJXMJ)
1-8" SLEEVE (MJXMJ) 4
N=182085.38
E=1303495.24 �.21
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CITY OF
RENTON
Planning/Building/Public Works Dept.
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1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
APPROXIMATE LIMIT OF WORK
WATER MAIN
COUPLING. CONNECTION TO 3
EXISTING WATER MAIN PER CITY
C-4.20
OF RENTON STD DETAIL 300.4
TAPPING TEE. CONNECTION TO 4
EXISTING WATER MAIN PER CITY
C-4.20
OF RENTON STD DETAIL 300.5
SH
1 STSO����4
SSIONAL SSG
05/24/2024
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R-428104 W-428104 0
IN COMPLIANCE WITH CITY OF RENTON STANDARDS 06
IIr
WATER UTILITY DEVELOPMENT ENGINEERING
ABDOUL GAFOUR 07/16/2024 yqi 07/01 /2024
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PACCAR-KENWORTH R&D DA5/24/2024 Y
R&D BUILDING OFFICE REMODEL FIELDSOOK:
PAGE: Q
DRAWING NO
UTILITY PLAN C-4.00 C)
SHEET: OF:
04 07 0-