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SSMH 9681 ISEE CONNECTION 13 DETAIL, SHT 144 B" D.I.
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HARDWARE SEE CONNECTION 14 DETAIL, SHT 144 '1 44 2 S
IIXITING� \\ 1
16" C.I.
WATER LAYOUT TABLE
STA
OFFSET LT
OFFSET RT
SIZE
38 +50
34.5'
--
12"
39 +00
34.5'
--
12"
39 +50
35.1'
--
12"
40 +00
35.8'
--
12"
40 +50
--
--
--
41+00
--
--
--
41+50
38.1'
--
12"
42 +00
38.8'
--
12"
0 5 10 20 40
SCALE IN FEET
WATER LEGEND
ABANDON OR REMOVE EXISTING WATER MAIN
PROVIDE RESTRAINED JOINTS PER SPECIFICATIONS
WATER CONSTRUCTION NOTES r
O1 FURNISH AND INSTALL CLASS 52 DUCTILE IRON WATER PIPE. SEE WATER LAYOUT TABLE FOR STATION, OFFSET AND SIZE, THIS SHEET.
O2 FURNISH AND INSTALL LONG SOLID SLEEVE COUPLING AND PROVIDE CONNECTION TO EXISTING WATER MAIN. SEE TYPICAL CONNECTION TO
EXISTING MAIN DETAIL, SHT 142.
APPROXIMATE STA 449 +16.1, 10.6' RT APPROXIMATE STA 450 +95.4, 17.3' RT
1 - B" COUPLING, MJxMJ 1 - 16" COUPLING, MJxMJ
® FURNISH AND INSTALL CROSS.
6O STA 41 +00, 37.3' LT
1 - 12 "x12 "x12 "x12" CROSS, FLxFLxFLxFL 2 - 12" D.I. NIPPLE, MJxMJ 4 - 12" GATE VALVE, FLxMJ
OS FURNISH AND INSTALL 11.25 DEG BEND.
STA 40 +99.9, 46.4' LT STA 41 +00.1, 28.3' LT
1 - 12" 11.25' BEND, MI 1 - 12" 11.25' BEND, MJxMJ
1 - THRUST BLOCK 1 - THRUST BLOCK
10 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARD PLAN 310.1.
STA 40 +49.8, 40.4' LT STA 41 +70.5, 50.2' LT STA 450 +71.7, 31.9' RT
26 FURNISH AND INSTALL 12" CLASS 52 DUCTILE IRON WATER PIPE.
3q FURNISH AND INSTALL 12".B" REDUCER AND B" CLASS 52 DUCTILE IRON WATER PIPE AS NECESSARY (LENGTH OF PIPE MAY VARY
DEPENDING ON PLACEMENT OF COUPUNG) TO INSTALL COUPUNG AND CONNECT TO EXISTING SYSTEM.
® FURNISH AND INSTALL 16 "x12" REDUCER AND 16" CLASS 52 DUCTILE IRON WATER PIPE AS NECESSARY (LENGTH OF PIPE MAY VARY
DEPENDING ON PLACEMENT OF COUPUNG) TO INSTALL COUPUNG AND CONNECT TO EXISTING SYSTEM.
SURVEYED. HPG
DRAWN BY. SCORCH KpG �� CITY OF RENTON
DESIGNBY. SCORCH RECORD ME Publa Wo,Ns Department
75JBNA'mueN 75IQJdieamAKnm
CHECK BY. JFF swkwA4B,W Tmim, WA9Blf8 DRAWINGS
I��� APPROVED FOR CONSTRUCTION
PFCJ MGW. JF
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FILE. O�UVATO1.Mq '�m BY DATE.
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 UNES, 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
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 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 SOUD SLEEVE
COUPLINGS (MJ).
B. ALL CONNECTIONS TO EXISTING WATER LINES SHALL BE MADE ONLY AFTER ALL THE NEW
WATER UNES 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 UTIUTIES ARE PARTIALLY BASED ON RECORD DRAWING
INFORMATION. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND EQUIPMENT
PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER IF CONFUCT 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 UNES. WATER SHALL CROSS
OVER EXISTING SEWER WITH 18" MINIMUM VERTICAL SEPARATION. WATER SHALL CROSS ALL
OTHER UTILITIES WITH 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.
SHEETS
CATEGORY
SHEET
RIGHT OF WAY PLANS
14
EXISTING CONDITIONS
62
SITE PREPARATION & TESC PLAN
76
ALIGNMENT PLAN
88
ALIGNMENT PROFILE
100
DRAINAGE PLAN
111
DRAINAGE PROFILE
122
WATER PLAN
-
WATER PROFILE
153,158
JOINT UTIUTY TRENCH PLAN
171
JOINT UTIUTY TRENCH PROFILES
1B7
PROPERTY RESTORATION PLANS
202
CHANNEUZATION & SIGNING PLAN
224
ILLUMINATION PLANS
235
IRRIGATION PLAN
289
LANDSCAPE PLAN
301
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
WATER PLAN
STA 38 +00 TO STA 42 +00
139
DRAWING NO
PROJECT NO
TED403430
FED AID NO.
CM0�9)
DATE
MAR 2014
SHEET NO
139 OF 304