HomeMy WebLinkAboutW-343027S 3RD PLACE WATER MAIN CROSSING PROFILE -RAINIER AVE S STA 41 +00
GENERAL WATER CONSTRUCTION NOTES
I JLr
1.
EXISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT
SURVEYED. HPc
DRAWN BY. SOD
DESIGN BY so0
CHECK BY NJD
PROJM D JF
FILE LBSGWATPFW1.d�y
THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REQUIRED. FOR
All CITY OF RENTON
"N P„eu�wo,ks DaPaamam
APPROVED FOR CONSTRUCTION
DY. DATE.
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
WATER PROFILE
S 4TH PL AND S 3RD PL CROSSINGS
INSTALLATION OF WATER BYPASS SYSTEMS SEE TEMPORARY WATER BYPASS PLANS, SHTS
60
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
EX. GAS, INV. UNK.
CONTR. TO VERIFY LOCATION &DEPTH
EX, GAS, INV. UNK.
APPROVED BY THE CITY OF RENTON.
EX. UNDERGROUND POWER, INV. UNK.
CONTR. TO VERIFY LOCATION
& DEPTH
2.
MAIN SHUTDOWNS SHALL BE BY CITY MAINTENANCE STAFF ONLY. CUT —IN CONNECTIONS TO
UNK.
OFFER. TO VERIFY LOCATION & DEPTH
REVISION DESCRIPTION
BY
APP.
DATE
EXISTING MAINS SHALL ALSO BE PERFORMED BY CITY STAFF. CONTRACTOR SHALL PROVIDE
FE'pEH
EX. 12" STORM DRAIN, IE:U NK
RAINIER AVE 5 STA 33+ 9.2
TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS.
CONTE. TO VERIFY LOCATION & DEPTH
REDUCER, 12' TO B'
3.
EXISTING SERVICE LINES, METER SETTERS, AND METER BOXES ARE TO BE REPLACED AS PART
RAINIER AVE S STA
CONNECTION TO S 43H
33 +92.2
PL
OF THIS PROJECT. EXISTING METERS ARE TO BE RESET WITHIN THE NEW SETTERS. COORDINATE
40
........................... .............................40
W /CITY OF RENTON.
........qp:
4.
DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN WITH MINIMUM COVER ALONG THE
RAINIER A
TE
5
APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM
URFACE ELEVATION
JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER.
.......
F�EXISTING
..............................
5.
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.
20
" " " " " " " " " " " " " " " " " " " " " " " " " " " " ""
6.
EXISTING FIRE HYDRANTS SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE
" " " "L0
RAINI
45' BEND
R AVE S STA 3 +95.0
CONTRACTOR AFTER INSTALLATION, TESTING, AND APPROVAL OF THE NEW HYDRANTS.
RAINIER
AVE
JuT
0 5 10 20 40 60
7.
VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR
...................E
139'...........
...............................
TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF
MNIER AVE
S
STA 34+07.1
...............................
RA1NIfRAVfSSTA34+ O6'. 4...............................
45' BEND
HORIZONTAL SCALE IN FEET
ALL EXISTING CAST —IRON AND ASBESTOS — CEMENT PIPES, AND PROVIDE THE PROPER
E
VERT. SCALE =1 2 HORZ. SCALE
LONG —BODY ADAPTERS AND TRANSITION COUPLINGS FOR THE FINAL CONNECTIONS BY CITY
NNECTION
TO
EAST SIDE OF RAINIER AVE S, SEE SHT 152
FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE W1TH LONG SOLID SLEEVE
RESTRAINED JOINTS
0
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,
S 4TH PLACE WATER MAIN CROSSING PROFILE - RAINIER AVE S STA 34 +10
CLEANED NTH POLY —PIGS, DISINFECTED H CHLORINE SOLUTION, AND HAVE
SATISFACTORY BACTERIOLOGICAL LEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED.
B 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 CONFECT 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.
60
12.
PROVIDE 10' HORIZONTAL SEPARATION FROM PARALLEL SEWER LINES. WATER SHALL CROSS
.........
......... ......... ......... .........
......... .......
......... ..... ......... .............
OVER EXISTING SEWER WITH 16" MINIMUM VERTICAL SEPARATION. WATER SHALL CROSS ALL
OTHER UTILITIES NTH 12" MINIMUM VERTICAL SEPARATION. CONCRETE ENCASEMENT MAY BE
EX. 6" CONC STORM DRAIN, IF LINK
NECESSARY WHERE THESE REQUIREMENTS CANNOT BE MET.
CORER. TO VERIFY LOCATION & DEPTH
AINIER AVE S STA 41 +00.0
13.
ALL WATER MAIN VERTICAL BENDS SHALL INCLUDE VERTICAL THRUST BLOCKING PER RENTON
QROSS
PLAN 330.3. ALL WATER MAIN HORIZONTAL BENDS SHALL INCLUDE HORIZONTAL THRUST
CONNECTION TO WEST SIDE OF RAINIER AVE 5
v n'
. ,a '. 11
BLOCKING PER RENTON PLAN 330.2.
S 3RD PLACE WATER MAIN CROSSING PROFILE -RAINIER AVE S STA 41 +00
rtCwrzU UNARIIVUC
I JLr
i JIV
i i
SURVEYED. HPc
DRAWN BY. SOD
DESIGN BY so0
CHECK BY NJD
PROJM D JF
FILE LBSGWATPFW1.d�y
KpG
79BWbaueN @SPdJNimmAwim RECORD
Satlb,W1�NB TJAIq WA9BIfQ DRAWINGS
MNIN V46774✓ID DRAWINGS
�%+NN�
All CITY OF RENTON
"N P„eu�wo,ks DaPaamam
APPROVED FOR CONSTRUCTION
DY. DATE.
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
WATER PROFILE
S 4TH PL AND S 3RD PL CROSSINGS
CRAW FORD. 158
PROJECT NO TEDaoaao
FEDAID IJD. -0M0 8)
DATE MAR 2014
SHEET NO. ise of aoa
NUMBER
REVISION DESCRIPTION
BY
APP.
DATE