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HomeMy WebLinkAboutW-343003SEE CONNECTION] DETAIL, SHT 1 EXISTING 12' C.I. 01242 LF PIPE Y.. 335 LF 26 I I ° PIPE c 7 I ®1 1 W W Z I N 1 1 1 1 1 I 1 UI 2" GAS - - 3.3' DEEP - 261 LF PIPE XISTING B' WATER 16' STEEL CASING 2" GAS 4.3' DEEP \ d BEST PHO & THAI __________ __ _ - _ a - - - --- -- - - - - -- . u6r.� �A, - .ddr�- p .. ►a ` J GP T - 749 '' 19 /SEE CONNECTION 4 DETAIL, SHT 142 RAINIER AVE S - - - - - - r 2434 LF PIPE 1 ___ - - __ f _ 3 ____ _______ w NOTE + = DISTANCE FROM LANE LINE (SAWCUT) TO EXISTING FACE OF CURB 0 5 10 20 40 60 SCALE IN FEET F_ 10 _ =_ -------- __ ,c9 OL SOUND FORD I I WATER LAYOUT TABLE STA OFFSET LT OFFSET RT SIZE 16 +00 -- 40.5' 12' 16 +50 -- 40.5' 12' 17 +00 -- 40.5' 12' 17 +50 -- 40.5' 12' 18 +00 -- 40.5' 12' 18 +50 -- 40.5' 12' 19 +00 -- 40.5' 12' 19 +50 -- 40.5' 12' 20 +00 -- 40.5' 12' WATER CONSTRUCTION NOTES 316 LF PIPE Z -EXISTM - I B" C.I. 1 WALKER'S RENTON SUBARU M w 2 rn o° 0 N J U ti OFURNISH AND INSTALL CLASS 52 DUCTILE IRON WATER PIPE. SEE WATER LAYOUT TABLE O9 FURNISH AND INSTALL GATE VALVE. EXISTING CONDITIONS FOR STATION, OFFSET AND SIZE, THIS SHEET. SITE PREPARATION & TESC PLAN 71 ALIGNMENT PLAN 2O FURNISH AND INSTALL LONG SOLD SLEEVE COUPLING AND PROVIDE CONNECTION TO 95 STA 19 +00.0, 40.5' RT 1 - 12' GATE VALVE' MJI 106 EXISTING WATER MAIN. SEE TYPICAL CONNECTION TO EXISTING MAIN DETAIL, SHT 142. 115,116 WATER PLAN - APPROXIMATE STA 18 +33.3, 63.0' RT APPROXIMATE STA 749 +40.0, 33.6' RT 10 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARD PLAN JOINT UTILITY TRENCH PROFILES 1 - B" SLEEVE, MJxMJ 1 - 12" COUPLING, MJxMJ 197 310.1. 219 ILLUMINATION PLANS 230 IRRIGATION PLAN STA 15 +54.6, 41.8' LT STA 17 +12.8, 64.5' RT 3O FURNISH AND INSTALL TEE. Z\STA 19 +713, 6L5' RT REVISION peswwnoN STA 15 +89.3, 40.5' RT STA 18 +33.4, 40.5' RT DATE 1 - 12 %12 %12' TEE, FLxFLxFL 1 - 12 "x12 "xB" TEE, MJxMJxFL 15 FURNISH AND INSTALL WATER SERVICE METER PER RENTON STD PLANS 320.1 - 320.3 AND 3 - 12" GATE VALVE, FL%MJ 1 - 8' GATE VALVE, FLxMJ C0NNECT TO EXISTING SERVICE UNE 1 - THRUST BLOCK 1 - THRUST BLOCK APPROXIMATE STA 15 +72.7, 52.5' RT APPROXIMATE STA 19 +19.9, 60.0' RT STA 15 +89.8, 31.3' LT 1 - 2' METER 2 - 3/4' METER 1 - 12'x12'X12' TEE, FLxFLxFL 1 - METER BOX 2 - METER BOX 1 - 45' BEND, FxFL 3 - 12" GATE VALVE, FL%MJ 17 FURNISH AND INSTALL B" CLASS 52 DUCTILE IRON WATER PIPE FOR PRIVATE WATER 2 - THRUST BLOCK SERVICE CONNECTION. © FURNISH AND INSTALL 22.5 DEG BEND. 20 FURNISH AND INSTALL 12' CLASS 52 DUCTILE IRON WATER PIPE AS NECESSARY (LENGTH WATER LEGEND STA 749 +46.5, 43.6' RT OF PIPE MAY VARY DEPENDING ON PLACEMENT OF COUPLING) TO INSTALL COUPLING AND C0NNECT TO EXISTING SYSTEM. 1 - 12" 22.5' BEND, MJxMJ ABANDON OR REMOVE EXISTING WATER MAIN 1 - 12" 11.25' BEND, MJxMJ 26 FURNISH AND INSTALL 12' CLASS 52 DUCTILE IRON WATER PIPE. PROVIDE RESTRAINED JOINTS PER SPECIFICATIONS 1 - 12' D.I. NIPPLE, MJxMJ 2 - THRUST BLOCK GENERAL WATER CONSTRUCTION NOTES 1. EXISTING WATER MAINS, HYDRANTS, AND SERMCES 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 UTIUTIES 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 FITRNGS 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 9 EXISTING CONDITIONS 57 SITE PREPARATION & TESC PLAN 71 ALIGNMENT PLAN 83 ALIGNMENT PROFILE 95 DRAINAGE PLAN 106 DRAINAGE PROFILE 115,116 WATER PLAN - WATER PROFILE 148,156 JOINT UTILITY TRENCH PLAN 166 JOINT UTILITY TRENCH PROFILES 182 PROPERTY RESTORATION PLANS 197 CHANNEUZATION & SIGNING PLAN 219 ILLUMINATION PLANS 230 IRRIGATION PLAN 284 LANDSCAPE PLAN 296 RLVIJL tint RIUMANI L 11UR Al LE] 3UNWAD RECORD DRAWINGS ]W JLF I JAE I / L/ IL 3 2D14 SURVEYED. CDC DE DRAWN BY BOESCH DESIGN ay. soorHH CHECK BY JL PFGJ MGIY. JE FILE a�owemtaq Kp� 753BNA'mueN 75PtJMeamAlrtnm RECORD SoakwABBW Taoxre, WA9BIM DRAWING �N VA� DRAWINGS xxw. mn N4 11 CITY OF RENTON "N vuer�wo,ks pgpaamg,� APPROVED FOR CONSTRUCTION BY DATE. RAINIER AVENUE S SR 167 ( ) S GRADY WAY TO S 2ND ST WATERPL N STA 15 +50 TO STA 20 +00 DRAWING NO 1'^ PROJECT NO TEpaoaao EEOApno. cMO�s7 DATE MAR 2014 SHEET NO is OF aoa NUMBER REVISION peswwnoN pv APR DATE