HomeMy WebLinkAboutWTR2703430.9GENER
. AL WATER r.ONP.TRUr.Tl() NOTE
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WATER LAYOUT TABLE
STA
OFFSET LT
OFFSET RT
SIZE
42+50
39.6'
--
12" j
43+00
40.3'
--
1211
43+50
40.5'
--
12"
44+ 00
40.5'
— —
12"
j 44+50
45+00
40.5'
40.5'
--
--
121)
12"
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
IWO 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. L_XISTING 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 DIAMETF ¢ (O.l.',-) 01
ALL EXISTING CAST. —IRON AND A"SBESTO S--CEI IENT PIPES, AND PRO'I'IDIy THE:. PROP'E'R
LONG -BODY ADAPTER? AND TPANSITION COUPLINGS FOR THE FINAL CONNECTIONS BY rrr`I'
FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOLID SLE;EV[7
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
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CATEGORY
SHEET
RIGHT OF WAY PLANS
15
EXISTING CONDITIONS
SITE PREPARATION & TESC PLAN
63
77
ALIGNMENT PLAN
89
ALIGNMENT PROFILE
101
DRAINAGE PLANS
112
DRAINAGE PROFILE
123
WATER PLAN
—
WATER PROFILE
154
JOINT UTILITY TRENCH PLAN
172
JOINT UTILITY TRENCH PROFILES
188
PROPERTY RESTORATION PLANS
203
CH ANNELIZATI ON & SIGNING-, PLAN
225
236
ILLUMINATION PLANS
IRRIGATION PLAN_
290__
LANDSCAPE PLAN
302
CA