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CUT AND CAP EXISTING
8" WATER
1. THE CONTRACTOR SHALL CONSTRUCT ALL WATER BYPASS PIPE WITH 24" MINIMUM COVER. NO PORTION OF THE
WATER BYPASS SYSTEM WILL BE PERMITTED ABOVE GROUND. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING,
PROTECTING AND REPAIRING THE WATER BYPASS SYSTEM FOR THE DURATION OF ITS OPERATION.
2. CONTRACTOR TO VERIFY LOCATION AND QUANTITY OF ALL EXISTING WATER SERVICES AND, IF NECESSARY, PROVIDE
ADDITIONAL CONNECTIONS NOT SHOWN ON THESE PLANS.
1 WATER SYPASS MAINS, TEMPORARY 'FIRE HYDRANTS AND ASSOCIATED APPURTENANCES SHOWN ARE SCHEMATIC,
NOT -1-0 SCALE AND PROVIDED FOR CONVENIENCE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND
ROUTING THE WATER BYPASS SYSTEM TO COORDINATE WITH CONSTRUCTION ACTIVITIES, AND TO MEET ALL
CONTRACT REQUIREMENTS. NO PORTION OF THE WATER BYPASS SYSTEM SHALL BE LOCATED OUTSIDE CITY
RIGHT—OF—WAY AND PERMANENT EASEMENT BOUNDARIES. SEE RIGHT OF WAY PLANS, SHT 7-18.
4. CONTRACTOR SHALL MAINTAIN FIRE FLOW AND SERVICE CONNECTIONS TO BUSINESSES AT ALL TIMES. WHERE
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EXISTING SYSTEM IS IN CONFLICT WITH CONSTRUCTION OF NEW WATER SYSTEM OR OTHER CONSTRUCTION,
CONTRACTOR SHALL PROVIDE TEMPORARY WATER BYPASS SYSTEM UNTIL NEW MAIN HAS BEEN INSTALLED, TESTED,
AND APPROVED BY THE CITY OF RENTON.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING METHOD OF CONSTRUCTION FOR ALL WATER BYPASS PIPE
INCLUDING SIZE AND TYPE FOR ALL FITTINGS, CONNECTIONS TO EXISTING MAINS, CONNECTIONS TO EXISTING METERS
AND TEMPORARY FIRE HYDRANT ASSEMBLIES.
6. THE WATER BYPASS MAIN AND ALL ASSOCIATED CONNECTIONS AND EXTENSIONS SHALL BE HDPE PER
SPECIFICATIONS.
7. THE WATER BYPASS MAIN AND ALL ASSOCIATED CONNECTIONS AND EXTENSIONS SHALL BE PRESSURE TESTED AND
DISINFECTED PER SPECIFICATIONS.
8. FURNISH AND INSTALL VALVES AT ALL LOCATIONS WHERE TEMPORARY HDPE SERVICE LINES CONNECT TO EXISTING
MAINLINES.
9. FOR CONSTRUCTION OF NEW WATER MAINS, SERVICES, AND HYDRANTS, SEE WATER PLANS AND PROFILES, SHTS 132
— 159.
10. CONTRACTOR SHALL NOTIFY RESIDENTS AND BUSINESSES PRIOR TO PLANNED SERVICE SHUTDOWNS FOR WATER
BYPASS CONSTRUCTION. COORDINATE WITH RESIDENTS AND BUSINESSES TO MINIMIZE IMPACTS OF SHUTDOWN.
11. T
BACKFILL Fn—.P, WATER BYPASS SYSTEM TRENCHING SHALL BE COMPACTED GRAVEL BORROW OR SUITABLE NATIVE
r- CONTRACT OR SHALL REPAIR ALL DRIVING SURFACES AND PEDESTRIAN WALKWAYS OUTSIDE THE WORK
MATER IA[_. I Tid L U I
ZONE EXTENTS (SEE CONSTRUCTION CHANNELIZATION PLANS, SHTS 38-49) WITH TEMPORARY PAVING.
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EX. 3/4" METER 5
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EX. 1 METER 5
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RAINIER AVE S
CALL 2 DAYS
BEFORE YOU DIG
1-800-424-5555
SURVEYED:
KPG
DRAWN BY:
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DESIGN BY:
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CHECK BY:
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PROJ MGR:
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FILE: 0655DWATTEMP0I.dwg
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MCLENDON HARDWARE
PLAN
0 20 40 80 120
SCALE IN FEET
KPG
753 9th Avenue N 2502 Jefferson Avenue
Seattle, WA 98109 Tacoma, WA 98402
(206) 286-1640 (253) 627-0720
www,kpg.corn
BID
DOCUMENTS
CUT AND CAP EXISTING 16" WATER
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WATER BYPASS LEGEND
—wB HDPE WATER BYPASS PIPE, SEE WATER
BYPASS CONSTRUCTION NOTES
—w— EXISTING WATER
APPROXIMATE EXTENTS OF EXISTING WATER
MAIN TO BE REMOVED FROM SERVICE
t iollo CITY OF RENTON
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APP]j0V,D FOR CONSTRUCTION
BY I DATE:,'e/2*/r
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WATER BYPASS CONSTRUCTION NOTES
FURNISH AND INSTALL 2--INCH DIAMETER HDPE WATER BYPASS FOR
CT
TEMPORARY WATER SERVICE. CONTRACTOR SHALL DETERMINE FINAL
LOCATION FOR WATER BYPASS PIPE. MAINTAIN 24" MIN COVER.
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FURNISH AND INSTALL 3—INCH DIAMETER HDPE WATER BYPASS FOR
TEMPORARY WATER SERVICE. CONTRACTOR SHALL DETERMINE FINAL
LOCATION FOR WATER BYPASS PIPE. MAINTAIN 24" MIN COVER.
000NSTRUCT
TEMPORARY FIRE HYDRANT ASSEMBLY AND 'CONNECT TO
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EXISTING MAIN. CONTRACTOR SHALL DETERMINE FINAL LOCATION FOR
TEMPORARY FIRE HYDRANT.
CONNECT 2—INCH SERVICE LINE TO EXISTING METER.
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CONNECT 3—INCH SERVICE LINE TO EXISTING METER.
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RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
WATER BYPASS PLAN
STA 30+50 TO STA 42+50
W-343031
162
DRAWING NO.
PROJECT NO.
TED403430
FED AID NO.
-CM0167(048)
DATE:
NOV 2011
SHEET NO. 162 OF 304