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SW 7TH WATER MAIN CROSSING PROFILE - RAINIER AVE S STA 22+40
60................................................
.................................................................................................................
6..
.0
:.....
... EX.. UNDERGROUND .:.INV..
UNK:...................................................
.................... .............
.
.... CONTR..TO.
VERIFY. LOCATION. .&.
DEPTH
............. ......
.........................EX.
TELE.. P.OWE.R. INV. UN.K...
:... r.X`..1.2.,..STORM
DRAIN IE.2.�..................
,COM.M...&. _ .... ...
T PTH
CQNTR... O.VERIFY. LOCATION. .&.D............ .
40
_:_
CONTR.
TO VERIFY LOCATION' &'DEPTH
:...40..
....................................................................................
.... n .15..LF..12 ..DI ...............
WATER PIPE
:
EX: WATER
...............
TO BE REMOVED
..
... ....................... ..........
RAINIER AVE S STA 28+61.6 .....
CONTR: TO
VERIFY LOCATION k DEPTH
CONNECTIQN . 8" WATER
20
:...
M
�-`
EXISTING SURFACE ELEVATION :
20
:.............................
JU .......
:.
:....
... IE 120.1 ...... ............... ............:
:
....
...
.....
RESTRAINED JOINTS
:.....
.....................
: ..
..
._. ....... ........
12" STORM DRAIN _
.............................:...
..
.....0.00....
....
IE.16.1... .......50:00.............. ............
.....
STA
.28+61.0 ............................. ............
.............................._......TEE
....................
.:............... ............:
:.......
CONNECTION TO. EAST. SIDE. OF. RAINIER. AVE S.........
0............................................................
SEE..SHT..1.50...................:...........................
. .
................................
STA 28+60 WATER CONNECTION
GENERAL WATER CONSTRUCTION NOTES
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.
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.
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.
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.
ABANDONED EXISTING WATER MAINS SHALL BE CAPPED WITH (MJ) CAPS. PORTIONS OF THE
ABANDONED WATER MAIN MAY REQUIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY
IMPROVEMENTS.
EXISTING FIRE HYDRANTS SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE
CONTRACTOR AFTER INSTALLATION, TESTING, AND APPROVAL OF THE NEW HYDRANTS.
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).
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 WITH 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 WITH 18» MINIMUM VERTICAL SEPARATION. WATER SHALL CROSS ALL
....................
.EX, TELE..COMV, . & .POWER,..IN.V. U NK.......:
OTHER UTILITIES WITH 12" MINIMUM VERTICAL SEPARATION. CONCRETE E' CASEME N T rv!AY ' E
:............................ 18' STORM DRAIN
CONTR. TO VERIFY LOCATION & DEPTH. . .
40
NECESSARY WHERE THESE REQUIREMENTS CANNOT BE MET.
40
: 20,8
.
...................................................IE
...............................
. ............................................................
EX. GAS, INV, UNK.
..
13. ALL WATER MAIN VERTICAL BENDS SHALL INCLUDE VERTICAL THRUST BLOCKING PER RENTON
CONTR. TO .VERIFY LOCATION & DEPTH
PLAN 330.3. ALL WATER MAIN HORIZONTAL BENDS SHALL INCLUDE HORIZONTAL THRUST
.....
EX.. WATER :TO. HE .REMOVED..........
BLOCKING PER RENTON PLAN 330.2.
.................... ............................
CON.TR...TO =VERIFY. L.00ATION. .&. DEPTH... .
...............................................
.... EX. UNDERGROUND POWER,. INV. UNK:.....
............................................
..............
............. ............
CONTR. TO VERIFY LOCATION & DEPTH
..
20
:............................................. ..
.
.........................................:
20..
.....:................................................:.................IN
..............
........ ....... ........................
---...._......---.................................................
.......:EXISTIN.G .SURFACE..ELEVATION. .
RESTRAINED JOINTS
IRAINIER AVE S- STA 34+23:8
:.. ...... .........................CONNECTION
TO- S 4TH PL.... .
....................- ........ .............................................................
..........11
LF..1.2" -DI. .................. .........
RAINIER AVE S STA 34+23:0'
..
WATER -PIKE ..:............. .......... .
TEE..............
CONNECTION TO WEST SIDE OF RAINIER AVE
S; SEE SHT 152
0.......................................................................................................................................................................
0
S 4TH PL WATER CONNECTION - RAINIER AVE S STA 34+20
0 5 10 20 40 60
HORIZONTAL SCALE IN FEET
VERT. SCALE-1/2 HORIZ. SCALE
W=343026
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SURVEYED: KPG
DRAWN BY: SOD
DESIGN BY: SOD
CHECK BY: NJD
PROJ MGR: JF
FILE: 0655DWATPRF01.dwg
1P1Cw*11k
753 9th Avenue N 2502 Jefferson Avenue BIDPublic
Seattle, WA98109 Tacoma, WA98402
(206) 286-1640 (253) 627-0720 DOCUMENTS
www,kpg,Com
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" }'- CITY OF RENTON
Works Department
APPROVE FOR CONSTRUCTION
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BY DATE: ���� h
RAINIER AVENUES (SR 167)
S G RADY WAY TO S 2N D ST
WATER PROFILE
SW 7TH ST AND STA 28+60 CROSSINGS
DRAWING NO. 57
TE 03 30
PROJECT NO. D4 4..0
FED AID NO.-CM0167(048)
DATE: NOV 2011
SHEET NO. 156 OF 304
NUMBER
REVISION DESCRIPTION
BY
APP.
DATE