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Home My WebLink AboutWTR2703430.26O N Ln N 11 Ln u'7 ( tD 0 e z 0 z w cn v w 0 MR 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 11-14-11 ti4 ,G1A�, S was O k �o zo3zo � w GrsTI: � SIONa> E� 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 �� " }'- CITY OF RENTON Works Department APPROVE FOR CONSTRUCTION ,� �~ ° �� 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