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Home My WebLink AboutWTR2703430.28GENERAL WATER CONSTRUCTION NOTES Mi M Of Q Ln Q0 CD s_ U 01 0 a_ \A EXISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARF REQUIRED. FOR INSTALLATION OF WATER BYPASS SYSTEMS SEE TEMPORARY WATER BYPASS PLANS, SH T S 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 THE ABANDONED WATER MAIN MAY REQUIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY 60...................................................... IMPROVEMENTS. EXISTING SURFACE ELEVATION ................ 6. EXISTING FIRE HYDRANTS SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE ............... ..... :........... :... RAINIER AVE S STA 46+28.8............................................................... .................. CONTRACTOR AFTER INSTALLATION, TESTING, AND APPROVAL OF THE NEW HYDRANTS, RAINIER AVE S STA 46+28.8 TEE ....................... .......... .............. ........:................... ...........................: . 22.5° BEND ...... .... CONNECTION TO WEST SIDE -OF RAINIER AVE S................................................. ...................... ...... ...... .. ......... 7. EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR .................... ............... ............. .......................... ............ :....... SEE- 'SHT' 155 ................. ..........:..............................:..............................: ..................... .................................................................................. :............................. TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF RAINIER AVE. -S .STA..46+.31..2..................... .......... ..... ............ RAINIER AVE S RAINIER S STA 46+29.2 .............................................................. - ALL EXISTING CAST-IRON AND ASBESTOS -CEMENT PIPES, AND PROVIDE THE PROPER :.........CROSS....................................................... ............. I ........... :AVE ... :........... END 2...'...B. .............................. :............................. LONG -BODY ADAPTERS AND TRANSITION COUPLINGS FOR THE FINAL CONNECTIONS BY CITY .........CAP.................................................:....... RAINIER AVE S STA 45+94.8 FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOLID SLEEVE 40.....:..............GONNIF"'TION..TO..�°FST.:SI�E OF RAINIER AVE S ............................................................................................................................................................. ................................. I ............ ......I.........................CROSS...........:...............................................-----....................................................40 :............................. COUPLINGS (MJ). CONNECTION TO FIRE HYDRANT CONNECTION TO FIRE HYDRANTS SEE SHT .1.55 ... ......:.... ... .............................. :............................. ...... ........................................ ................................................................... STA;45+89:8......................... I .............................. 8 . ALL CONNECTIONS TO EXISTING WATER HALL BE MADE ONLY AFTER ALL THE NEW LINES S :.................................. ... ...... ............... :I ........ .. - - - - - � . ....... � ............................... � WATER LINES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS - _ _ _ _ - - - - �.�- -.. _�---------------. ............... - - .. - - - .. - - - - - -. _ _:_ _ _ _ _ _ _ ........................................ CLEANED WITH POLY- INFECTED WITH CHLORINE SOLD D HAVE RECEIVED PIGS, DISINFECTED SOLUTION, AN :...............................:.......................... ....... .......................:.. . ................ ... :. _ _ ..- .. - .-.... . :............................. SATISFACTORY BACTERIOLOGICAL TEST LAB REPO DARE THOROUGHLY FLUSHED. REPORTS, AN ..................... IN l l/1 1111011 I. .............................................................................. 20 ...RAINIER �AVE:S 'STA 46+29:0 ........................................................................................................................................... . ................. .......................... .................................................................................................................................2.0. ......................... �. � .....TEE.....................................................:.... ........... GAS,..INV. �IJ�NK............................................................ .............;..... EX. CONNECTION -.TO EAST SIDE OF... .. . :................................ CONTR. TO VERIFY LOCATION &DEATH ........................... . ................RAINIER -AVE-:-S,-SEE SHT 141 ................................................ ........................................... .................. .............. .................:.................... ... EX: UNDERGROUND - POWER, - INV: - UNK................................... . :...............................:...............................:..............EX. -TELE. COMM: -&- POWER,- INV- UNK... CONTR TO VERIFY -LOCATION - & DEPTH:............................... . :...............................:...............................:..............CONTR.- TO -VERIFY- LOCATION- -&-DEPTH . ............................................................................................................................... ................................ .......................... ......:................. ............................. ..............................:......... ....... EX. UNDERGROUND POWER,. INV. UNK.......... EX: 'UNDERGROUND 'POWER* INV. 'UNK.....:.......... ............................................. EX-. - GAS, -INV. UNK: .. C-ONTR... TO .VERIFY. LOCATI.ON..& .DEPTH ......... EX.. WATER. TO .BE. REMOVED ................. :...... ......................... : EX. 10'x8' BOX CULVERT, T0P ELEV. 21.0' CONTR. 'TO' VERIFY 'LOCATION '&' DEPTH ... CONTR.. - TO VERIFY LOCATION & DEPTH .................... ..................... ................................ ........... ...... CO.NTR.. TO. -VERIFY . LOCATION . & .DEPTH....................... I ...... I ........ . 0........ .CONTR. TO VERIFY LOCATION &: DEPTH ......................................................................................................:........................................................................................................... 0 ............................................................................................................................................................................................. SW SUNSE�,-'BLVD WATER MAIN CROSSING PROFILE - RAINIER AVE S STA 46+30 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 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. WOE/ �1 •1 HORIZONTAL SCALE IN FEET VERT. SCALE-1/2 HORIZ. SCALE W=343028 - - ti4�GIACO� y � � 20320�9 ww G R � ISTE � NAL E SURVEYED: KPG DRAWN BY: SOD DESIGN BY: SOD HE C K BY: C NJ D PROJ MGR. JF FILE: 0655DWATPRF01.dwg 753 9th Avenue N 2502 Jefferson Avenue g � p I Seattle, WA 98109 Tacoma WA 98402 � (206) 286-1640 253 627-0720 DOCUMENTS C U M E N TS ( ) www.kpg.com •, �159 - CITY OF RENTON � — Public Works Department APPRO D FOR CONSTRUCTION BY: DATE:�� RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST WATER PROFILE SW SUNSET BLVD CROSSING DRAWING NO. _ PROJECT NO. TED403430 D I O 1'M016 i 8 F E � AID N� _, ` � ; �-,(� ,� ) ---- � . DATE. NOV 2011 SHEET NO. 159 OF 304 - -was�J -�-� -- - NUMBER REVISION DESCRIPTION BY APP. DATE