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Home My WebLink AboutW-343009Ca M2 w x °o N w z J U a 0 5 10 20 40 60 SCALE IN FEET WATER LAYOUT TABLE STA OFFSET LT OFFSET RT SIZE 42 +50 39.6' -- 12" 43 +00 40.3' -- 12" 43 +50 40.5' -- 12" 44+00 40.5' -- 12" 44+50 40.5' -- 12" 45 +00 40.5' -- 12" WATER LEGEND ABANDON OR REMOVE EXISTING WATER MAIN a w x °o a N w z J U a FURNISH AND INSTALL CLASS 52 DUCTILE IRON WATER PIPE. SEE WATER LAYOUT TABLE FOR STATION, OFFSETS AND SIZE, THIS SHEET. ( FURNISH AND INSTALL GATE VALVE. STA 43 +50.0, 40.5' LT 1 - 12" GATE VALVE, MAMJ 1D FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARD PLAN 310.1. STA 43 +25.0, 52.0' LT 15 FURNISH AND INSTALL WATER SERVICE METER PER RENTON STD PLANS 320.1 - 320.3 AND CONNECT TO EXISTING SERMCE UNE. APPROXIMATE STA 43 +04.7, 52.4' LT APPROXIMATE STA 42 +25, 62.7' LT STA NOT PROVIDED 1 - 1" METER 1 - 1" METER FUTURE SERVICE LINE 1 - METER BOX 1 - METER BOX 1 - 1" METER 1 - METER BOX APPROXIMATE STA 43 +79.2, 59.0' RT APPROXIMATE STA 43 +88.1, 59.0' RT 1 - 1" METER 1 - 1 1/2" METER 1 - METER BOX 1 - METER BOX APPROXIMATE STA 43 +69.5, 605 LT APPROXIMATE STA 44 +58, 1 LT 1 - 1" METER 1 - 3/4" METER 1 - METER BOX 1 - METER BOX 33 FURNISH AND INSTALL LONG 1.5" METER CONNECTION AND REDUCE AT METER. APPROXIMATE STA 43 +75, ADDED 4' SLEEVE 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. 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 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 SOLID SLEEVE COUPLINGS (MJ). 8. ALL CONNECTIONS TO EXISTING WATER ONES SHALL BE MADE ONLY AFTER ALL THE NEW WATER ONES 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 ONES. 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 15 EXISTING CONDITIONS 63 SITE PREPARATION & TESC PLAN 77 ALIGNMENT PLAN 89 ALIGNMENT PROFILE 101 DRAINAGE PLAN 112 DRAINAGE PROFILE 123 WATER PLAN - WATER PROFILE 154 JOINT UTILITY TRENCH PLAN 172 JOINT UTILITY TRENCH PROFILES 188 PROPERTY RESTORATION PLANS 203 CHANNEUZATION & SIGNING PLAN 225 ILLUMINATION PLANS 236 IRRIGATION PLAN 290 LANDSCAPE PLAN 302 rzCwrzU UKARINU3 aLr UPT I SURVEYED. HPc DRAWN BY So0 /KH DESIGN DV. soDrKH CHECK BY dLE PFE MCIY. M EiLe a�rnvem�.aa ?I RECORD 79BWbrueN 25IQJdiaamArmm Batlb,WABM4B Tmim,WA9BVQ DRAWINGS INCA VA�1� DRAWINGS Aw. mn b6 All CITY OF RENTON "N P�eu�wo,ks DaPaamam APPROVED FOR CONSTRUCTION BY DATE RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST WATERPLAN STA 42 +00 TO STA 45 +00 DRAWING NC. 140 PROJECT NO TEDaoaao EEDAiD no. cMO s7 DATE MAR 2014 SHEET NO. iao OF aoa NUMBER REVISION DescawnoN Dv APP. DATE