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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.
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.
4. 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 'rlHlil`
ABANDONED WATER MAIN MAY REQUIRE REMOVAL FOR THE HE CONSTRUCTION OF OTHER ROADWAY
IMPROVEMENTS.
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 CONN C"-, T I 0N RO)IN-l" -PiGD4`
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).
8. 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.
4 SEWER LINES. WA -ER SHALE CROSS
12. PROVIDE 10' HORIZONTAL SEPARATION FROM PARALLEL SEWE L 1 L_ - 1)
OVER EXISTING SEWER WITH 18" MINIMUM VERTICAL '- SEPARATION. WATER SHALL CROSS ALLOTHER UTILITIES WITH 12" MINIMUM VERTICAL SEPARATION. CONCRETE ENCASEMENT MA,,Y BE
NECESSARY WHERE THESE REQUIREMENTS CANNOT BE MET.
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13. ALL WATER MAIN VERTICAL BENDS SHALL INCLUDE VERTICAL THRUST BLOCKING PER RENION
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1 1 .!LM �
PLAN 330.3. ALL WATER MAIN HORIZON AL BLENDS SH"ILL '�NCLUIDE_ N�AL.
BLOCKING PER RENTON PLAN 330.2.
W-3430 15
0 5 10 20 40 60
HORIZONTAL SCALE IN FEET
V T F
L_ 1. —1/2 HnR!Z. SCALE
ER SCALE N-,? 1
CATEGORY
SHEET
RIGHT OF WAY PLANS
LEXISTINf-3 CONDITIONS'
SITE PREPARATION & TESC PLAN
69
ALIGNMENT PLAN
81
ALIGNMENT PROFILE
93
DRAINAGE PLANS
104
DRAINAGE PROFILE
114
WATER PLAN
132
WATER PROFILE
—
JOINT UTILITY TRENCH PLAN
164
JOINT UTILITY TRENCH PROFILES—
180
T
PROPERTY RLQ j.ORATI0tj PLANS
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jar;
CH'ANINFLIZATION & SIGNING PLAN
ILLUMINATION PLANS
217
2281
IRRIGATION PLAN
282
LANDSCAPE PLAN
294
GIA co 11-14-11
110 AS
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0320
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SURVEYED: KPG
DRAWN BY: SOD
DESIGN BY: SOD
CHECK BY: NJD
PROJ MGR: _JF
FILE: 0655DWATPRFOl.dwg
753 9th Avenue N 2502 Jefferson Avenue BID
Seattle, WA 98109 Tacoma, WA 98402 DOCUMENTS
(206) 286-1640 (253) 627-0720
www,kpg.com
►RAINIER
CITY OF RENTON
Public Works Department
AP7PF_D FOR CONSTRUCTION
BY: DATE:
AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
WATER PROFILE
STA 8+00 TO STA 12+00
U
NUMBER
REVISION DESCRIPTION
BY
APP.
ATE
DRAWING NO.
146
PROJECT NO.
TED403430
FED AID NO.
-CM0167(048)
DATE:
NOV 2011
SHEET NO. 146 OF 304