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HomeMy WebLinkAboutW-343002WATER LAYOUT TABLE STA OFFSET LT OFFSET RT SIZE 12 +50 -- 40.5' 12" 13 +00 -- 40.5' 12" 13 +50 -- 40.5' 12" 14 +00 -- 40.5' 12" 14 +50 -- 40.5' 12" 15 +00 -- 40.5' 12" 15 +50 29.9' 40.5' 12" WATER LEGEND ABANDON OR REMOVE EXISTING WATER MAIN PROVIDE RESTRAINED JOINTS PER SPECIFICATIONS GENERAL WATER CONSTRUCTION NOTES 1. 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 ONES, 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 (M,) CAPS. PORTIONS OF THE ABANDONED WATER MAIN MAY REQUIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY IMPROVEMENTS. B. 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 COUPUNGS FOR THE FINAL CONNECTIONS BY CITY FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOLID SLEEVE COUPUNGS (MI B. ALL CONNECTIONS TO EXISTING WATER UNES SHALL BE MADE ONLY AFTER ALL THE NEW WATER UNES 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 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 UNES. WATER SHALL CROSS OVER EXISTING SEWER WITH 18" MINIMUM VERTICAL SEPARATION. WATER SHALL CROSS ALL OTHER UTIUTIES 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 WATER CONSTRUCTION NOTES PLAN 330.3. ALL WATER MAIN HORIZONTAL BENDS SHALL INCLUDE HORIZONTAL THRUST OFURNISH AND INSTALL CLASS 52 DUCTILE IRON WATER PIPE, SEE WATER LAYOUT 26 FURNISH AND INSTALL 12" CLASS 52 DUCTILE IRON WATER PIPE. BLOCKING PER RENTON PLAN 330.2. TABLE FOR STATION, OFFSET AND SIZE, THIS SHEET. D 5 10 20 40 60 SHEET O FURNISH AND INSTALL LONG SLEEVE COUPLING AND PROVIDE CONNECTION TO E XISTING SCALE IN FEET WATER MAIN. SEE TYPICAL CONNECTION TO EXISTING MAIN DETAIL, SHT 142. SITE PREPARATION & TESC PLAN APPROXIMATE STA 14+9 8.0, 69.4' LT ALIGNMENT PLAN 1 — 12" COUPUNG, MI 0 FURNISH AND INSTALL 11.25 DEG BEND. DRAINAGE PLAN STA 14+99.4, 61.2' LT DRAINAGE PROFILE 1 — 12" 11.25' BEND, MI 1— THRUST BLOCK © FURNISH AND INSTALL 90 DEG BEND. WATER PROFILE STA 15 +00.9, 28.2' LT JOINT UTIUTY TRENCH PLAN 1 — 12" 90' BEND, FLxMJ 1 — 12' GATE VALVE, FLxMJ JOINT UTIUTY TRENCH PROFILES 1 — THRUST BLOCK 10 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARD CHANNEUZATION & SIGNING PLAN PLAN 310.1. ILLUMINATION PLANS STA 13 +55.2, 52.3' RT 20 FURNISH AND INSTALL 12" CLASS 52 DUCTILE IRON WATER PIPE AS NECESSARY LANDSCAPE PLAN (LENGTH OF PIPE MAY VARY DEPENDING ON PLACEMENT OF COUPUNG) TO INSTALL COUPLING AND CONNECT TO EXISTING SYSTEM. 24 ADJUST WATER METER BOX TO GRADE SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 8 EXISTING CONDITIONS 56 SITE PREPARATION & TESC PLAN 70 ALIGNMENT PLAN 82 ALIGNMENT PROFILE 94 DRAINAGE PLAN 105 DRAINAGE PROFILE 114,115 WATER PLAN — WATER PROFILE 147 JOINT UTIUTY TRENCH PLAN 165 JOINT UTIUTY TRENCH PROFILES 181 PROPERTY RESTORATION PLANS 196 CHANNEUZATION & SIGNING PLAN 218 ILLUMINATION PLANS 229 IRRIGATION PLAN 283 LANDSCAPE PLAN 295 rzCwrzu UKARINU3 aLr UPT I SURVEYED'. HPc DRAWN CV. soDrKH DESIGN CV. soDrKH CHECK BY JFF PROS MCIY. M Flee a�rnvem�.aa KpG 79BWbrueN 2ilQJdieam&mm RECORD Batlb,WABM4B iawire,WA9BVi! DDA���If�� JAN �1� DRAWINGS VV xrw. mn h8 All � CITY OF RENTON ME P�eu�wo,ks DaPaamam APPROVED FOR CONSTRUCTION BY DATE RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST WATER PLAN STA 12 +00 TO STA 15 +50 DRAwlnlc no. 133 PROJECT NO TED403430 FEDAID no. cMO s7 DATE MAR 2014 SHEET nIO. iaa of aoa NUMBER REmslonl Descawnonl Cv APP. DATE