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GENERAL WATER CONSTRUCTION NOTES
1. EXISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT
THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REQUIRED. FOR
INSTALLATION OF WATER BYPASS SYSTEMS SEE TEMPORARY WATER BYPASS PLANS, SHTS
160 -163. ABANDONMENT AND /OR REMOVAL OF EXISTING MAINS SHALL TAKE PLACE ONLY
AFTER THE NEW MAIN OR WATER BYPASS SYSTEM HAS BEEN INSTALLED, TESTED, AND
APPROVED BY THE CITY OF RENTON.
2. MAIN SHUTDOWNS SHALL BE BY CITY MAINTENANCE STAFF ONLY. CUT —IN CONNECTIONS TO
EXISTING MAINS SHALL ALSO BE PERFORMED BY CITY STAFF. CONTRACTOR SHALL PROVIDE
TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS.
3. EXISTING SERVICE LINES, METER SETTERS, AND METER BOXES ARE TO BE REPLACED AS PART
OF THIS PROJECT. EXISTING METERS ARE TO BE RESET WITHIN THE NEW SETTERS. COORDINATE
W /CITY OF RENTON.
C DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN WITH MINIMUM COVER ALONG THE
APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM
JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER.
5. ABANDONED EXISTING WATER MAINS SHALL BE CAPPED WITH (MJ) CAPS. PORTIONS OF THE
ABANDONED WATER MAIN MAY REWIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY
An IMPROVEMENTS.
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EXISTING SURFACE ELEVATION
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i
RAINIER AVE S STA 46 +2B.8
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RAINIER AVE S STA 46 +28.8
TEE
DRAWING NC. 159
PROJECT NO TED403430
FEDAID IJD. -0MO B)
DATE MAR 2014
SHEET NO. 159 of 304
225 BEND
CONNECTION TO WEST SIDE OF RAINIER AVE S
...... ........ .........
......... .........
SEE SHTi55
......... .............. RANIER'AVE
S STA 45 +846 ......... ......... .........
RAINIER AVE S STA 46 +31.2
RAINIER AVE S RAINIER
: k 22.5' BEND
TEE
VE S STA 46 +29.2 CONNECTION
TO FIRE HYDRANT (N)
CROSS
CAP OR BLIND FLANGE
RAINIER
AVE S STA NOT PROVIDED
40 CONNECTION TO WEST SIDE OF RAINIER AVE S
NUMBER
TEE
: 40
CONNECTION TO FIRE HYDRANT ASSY REMOVED
DATE
CONNECTION
TO FIRE LYDRANT (S)
SEE SHT 155
STO
45 +
CONNECTION
TO S 3RD ST
.........
.........
........
.......
........
.......
I
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❑N
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20
RAINIER AVE
5 STA 46 +297
20
......... ap
EX.
......... ......... .........
GAS, INV. UNK.
TEE
CONNECTION
TO EAST SIDE OF
CO
TR, TO VERIFY OCATION &DEPTH
RAINIER AVE
S, SEE SHT 141
EX. UNDERGROUND
PO ER, INV. LINK.
E4.
TELE COMM.
POWER, INV. I
RE.
TO VERIFY LO ALIGN & DEPTH
CONTR
EX. UNDERGROUND POWER,INV.
EX. GAS INV. UNK.
MIT UNDERGROUND
CONTR TO VERIFY LOCATION &DEPTH
POWER, INV. UNK
EX. WATER TO
BE REMOVED
EX. 1028 BOX CULVERT TOP ELEV, 27.0
CONTR. TO VERIFY
CONTR. TO
LOCATION & DEPTH
VERIFY LOCATION &DEPTH
LOCATION DEPTH
CONTR. TO VERIFY
O CONTR. TO VERIFY LOCATION ..DEPTH ........
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SW SUNSET BLVD WATER MAIN CROSSING PROFILE -RAINIER AVE S STA 46 +30
6. EXISTING FIRE HYDRANTS SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE
CONTRACTOR AFTER INSTALLATION, TESTING, AND APPROVAL OF THE NEW HYDRANTS.
7. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR
TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF
ALL EXISTING CAST —IRON AND ASBESTOS— CEMENT PIPES, AND PROVIDE THE PROPER
LONG —BODY ADAPTERS AND TRANSITION COUPLINGS FOR THE FINAL CONNECTIONS BY CITY
FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOLID SLEEVE
COUPLINGS (MJ).
B. ALL CONNECTIONS TO EXISTING WATER LINES SHALL BE MADE ONLY AFTER ALL THE NEW
WATER LINES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS,
CLEANED WITH POLY —PIGS, DISINFECTED NTH CHLORINE SOLUTION, AND HAVE RECEIVED
SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED.
9. ELEVATIONS OF EXISTING CROSSING UTILITIES ARE PARTIALLY BASED ON RECORD DRAWING
INFORMATION. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND EQUIPMENT
PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER IF CONFLICT IS FOUND.
10. ALL WATER MAINS, FITTINGS, AND APPURTENANCES SHALL BE INSTALLED PER CITY OF RENTON
STANDARD DETAILS INCLUDED WITH PROJECT SPECIFICATIONS.
11. WATER PIPE AND FITTINGS INDICATED ON PLANS SHALL HAVE RESTRAINED JOINTS PER
SPECIFICATIONS. SEE WATER PLANS, SHTS 132 -141 AND WATER PROFILES, SHTS 146 -159 FOR
THESE LOCATIONS.
12. PROVIDE 10' HORIZONTAL SEPARATION FROM PARALLEL SEWER LINES. WATER SHALL CROSS
OVER EXISTING SEWER NTH 18' MINIMUM VERTICAL SEPARATION. WATER SHALL CROSS ALL
OTHER UTILITIES NTH 12- MINIMUM VERTICAL SEPARATION. CONCRETE ENCASEMENT MAY BE
NECESSARY WHERE THESE REQUIREMENTS CANNOT BE MET.
13. ALL WATER MAIN VERTICAL BENDS SHALL INCLUDE VERTICAL THRUST BLOCKING PER RENTON
PLAN 330.3. ALL WATER MAIN HORIZONTAL BENDS SHALL INCLUDE HORIZONTAL THRUST
BLOCKING PER RENTON PLAN 330.2.
0 5 10 20 40 60
HORIZONTAL SCALE IN FEET
VERT. SCALE =1 2 HORIZ. SCALE
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SURVEYED. HPc
DRAWN BY. SOD
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CHECK BY NJD
PROJ MCW JF
FILE OBSSGWATPFN1.Mq
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?Mb mpN @SPdJNTetmAUnu RECORD
Batlb,WABb14B TpTU, WAS DRAWINGS
HIMN VA677 DRAWINGS
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A� CITY OF RENTON
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APPROVED FOR CONSTRUCTION
BY. DATE.
RAINIER AVENUES (SR 167)
S GRADY WAY TO S 2ND ST
WATER PROFILE
SW SUNSET BLVD CROSSING
DRAWING NC. 159
PROJECT NO TED403430
FEDAID IJD. -0MO B)
DATE MAR 2014
SHEET NO. 159 of 304
NUMBER
REVISION DESCRIPTION
BY
APP.
DATE