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Home My WebLink AboutWTR2703430.23M I C I D ry <C Ln Ln Q0 CD C) 0 C_ 0 CD Ln Ln Q0 CD Cf) LLJ CD r" Cl- �Z WEST GUTTER LINE .......... ......... ........................... .................. ...... * ....... ........... ................................................................................................. ........... ............ ................ ............................... ........................ ....................... ........... ........... ....................................... ............................ 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EAST GUTTER - PROFILE ........ .... ........................ .... ............................................ .. .............................. AT.CEN.TERLI.NE.:................... ...... ..... ..... — . .. ............ ...... ................ ............ ............ ..... ...................... .. ............................. ................. ..... ......... -_hV .... ................. ... .............................. .............. . ............. ............................... ........ ....... .. ..... ............ ............. ....... ....... ......... ..................... ............................... . .. . ..... .. .... ........ .. ............................... 20 ......... . .. ............................................................ ............ ............... ............................... ................ I ............................... ... .. ... .. ........... .... ........ 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SCALE=11/2 HORIZ. SCALE _�«r� �N G 1e��.�.� 11-14-11 A co WAS SURVEYED: DRAWN BY: KPG CITY OF RENTON R SOD �10 BID MLKPH DESIGN BY: SOD 753 9th Avenue N 2502 Jefferson Avenue Public Works Department CHECK BY: NJID Seattle, WA 98109 Tacoma, WA 98402 DOCUMENTS APPROVED FOR CONSTRUCTION IST ECG PROJ IVIGR: JF (206) 286-1640 www,kpg.com (253) 627-0720 NUMBER REVISION DESCRIPTION BY APP. DATE L FILE: 0655DWATPRFOl.dwg BY: DATE: 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. 7. ES ARE TO BE REPLACED AS PART 1) EXISTING SERVICE LINES, METER SETTERS, AND METER FOXES 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 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 HE T E OUTSIDE DIAMP-TER . (0). D 0 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 LIKES SHALL BE �,4ADE AFTEER ALL THE N-F 'W 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 OTHER UTILITIES WITH 12" MINIMUM VERTICAL SEPARATION. CONCRETE ENCASEMENT MAY BE NECESSARY WHERE THESE HESE 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 INCLIU11DE HORIZONTAL THRUST BLOCKING PER RENTON PLAN 330.2. W-343023 CATEGORY SHEET RIGHT OF WAY PLANS 15 EXISTING CONDITIONS SITE PREPARATION & TESC PLAN 77 ALIGNMENT PLAN 89 ALIGNMENT PROFILE 101 DRAINAGE PLANS 112 DRAINAGE PROFILE 123 WATER PLAN 140 WATER PROFILE - JOINT UTILITY TRENCH PLAN 172 JOINT UTILITY TRENCH PROFILES 188 PROPERTY RESTORATION PLANS 203 CHANNELIZATION & SIGNING PLAN 225 ILLUMINATION PLANS 236 IRRIGATION PLAN 290 LANDSCAPE PLAN 302 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST WATER PROFILE STA 42+00 TO STA 45+00 -154 DRAWING No. PROJECT NO. TED403430 FED AID NO. -qM.2_1�67048) DATE: NOV 2011 SHEET NO. 154 OF 30,11