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Home My WebLink AboutWTR2703430.50 CN CD `t. 141 0 Q 0 Ln Ln 0 n, Oil f Lr.7 CD 0/ z W _j D 0 EL q BROWN BEAR CAR WASH LITHIA DODGE CHRYSLER SEE CONNECTION 8 EXISTING 8 7 / DETAIL SHT C.I. WATER 7 �\-143 6 / D11 2MENwr / \ \ - 1 10 J f31 LFj PE` 15 D \ 1 11q 17 v J ' z ---_ 1 - 3 ` ----------- \� _ 42 2 LF PIPE SEE CONNECTION 9 DETAIL, SHT 14 y 26 . .... . . . . . . . ._- (D \, 3 SEA CONNECTION 7 DETAIL, SHT 143 \ J RAINIER AVE S _ , 18 _ f475 LF PIPE _ _ Ob ----- ----- 1 15 D15 , ~� ®� 17 .dG EXISTING �.. 37 D13 --r--- ±15 LF PIPE 10 , _ - � EXISTING ®'' _ ►K F C a - 887 _ BOB BRIDGE SCION '�� - - - -- - - - - -i IHOP WATER CONSTRUCTION NOTES FURNISH AND INSTALL CLASS 52 DUCTILE IRON WATER PIPE. SEE WATER LAYOUT TABLE �9 FURNISH AND INSTALL GATE VALVE. FOR STATION, OFF -SET AND SIZE, THIS SHEET. 37 FURNISH AND INSTALL IRRIGATION METER STA 24+85.8, 44.5' LT PER RENTON STD PLAN 320.2 AND C2' FURNISH AND INSTALL LONG SOLID SLEEVE COUPLING AND PROVIDE CONNECTION TO 1 - 12" GATE VALVE, MJxMJ CONNECT TO EXISTING SERVICE LINE. EXISTING WATER MAIN.. SEE TYPICAL CONNECTION TO EXISTING MAIN DETAIL, SHT 142. 10 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARD PLAN 310.1. APPROX. STA '16+59.3, 50.4' RT " APPROXIMATE STA 2 +26.3, 72.8 LT APPROXIMATE STA 26+11.2, 53.6 RT 1 - 1 1 /2 METER _. 8COUPLING, MJxMJ 1 - 8" COUPLING, MJxMJ STA 25+73 3 52 5' LT STA 1 - METER BOX • I 25+99.5, 51.9 RT APPROXIMATE STA 28+61.6, 60.5' RT STA 27+75.2, 50.9' RT 1 - 10" COUPLING, MJxMJ 3 FURNISH AND INSTALL TEE. 15 FURNISH AND INSTALL WATER SERVICE CONNECT METER PER RENTON STD PLANS 320.1 - 320.3 AND TO EXISTING SERVICE LINE. STA 26+11.2, 40.3' RT STA 27+30.1' 41.3' LT APPROXIMATE STA 25+46.5, 52.5' RT APPROXIMATE STA 25+78.9, 52.8' LT 1 - 12"x12"x8" TEE, FLxFLxFL 1 - 12"x12"x8" TEE, FLxFLxFL 1 - 3/4" METER 1 - 1 1 /2" METER 2 - 12" GATE VALVE, FLxMJ 2 - 12" GATE VALVE, FLxMJ 1 - METER BOX 1 - METER BOX 1 - 8" GATE VALVE, FLxMJ 1 - 8" GATE VALVE, FLxMJ 1 - THRUST BLOCK 1 - THRUST BLOCK APPROXIMATE STA 28+38.1, 62.8' RT 1 - 1 1 /2" METER STA 28+61.0, 38.0' RT 1 - METER BOX 1 - 12"x12"x10" TEE, FLxFLxFL 2 - 12" GATE VALVE, FLxMJ 17 FURNISH AND INSTALL 8" CLASS 52 DUCTILE IRON WATER PIPE FOR WATER SERVICE 1 - 10" GATE VALVE, FL.xMJ CONNECTION. 1 - THRUST BLOCK 18 FURNISH AND INSTALL 10" CLASS 52 DUCTILE IRON WATER PIPE FOR WATER SERVICE O FURNISH AND INSTALL 22.5 DEG BEND. CONNECTION. STA 27+30.0, 65.3' LT 26 FURNISH AND INSTALL 12" CLASS 52 DUCTILE IRON WATER PIPE. 1 - 8" 22.5* BEND, MJxMJ 1 - THRUST BLOCK �11417 4kk GIA CO ti S �A S p �J 9 c°TE°�° ww IONAL � SURVEYED: KPG DRAWN BY: SOD/KH DESIGN BY: SOD/KH CHECK BY: JLF PROJ MGR: JF FILE: 0655DWAT01.dwg cm 753 9th Avenue N 2502 Jefferson Avenue B I D � Seattle, WA 98109 Tacoma, WA 98402 DOCUMENTS (206) 286-1640 (253 627-0720 `✓ TS �,,,�,,kp9,com ) - yUMBER REVISION DESCRIPTION BY APP. DATE 0 5 10 20 40 60 SCALE IN FEET GENERAL WATER CONSTRUCTION NOTES 1. EXISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOU-11 THE COURSE OF CONSTRUCTION EXCEPT WHE_ E- WAVER BYPASSSYS-I�EMS ARE RE(1=UIRED. FC INSTALLATION OF WATER BYPASS SYSTEMS SEE TEMPORARY WATER BYPAS)_' 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. COORDINAT 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 ROADWA 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 LINES SHALL BE MADE ONLY AFTER ALL THE NEW WATER LINES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS, CLEANED WITH POLY -PIGS, DISINFECTED WITH CHLORINE SOLUTION, AND HAVE RECEIVED SATISFACTORY :%ACTERIOLOGICAL 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 STANNDARD 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 VER!-ICAL THRUST CLOCKING PER RENTO'� I PLAN 330.3. ALL WATER MAIN HORIZONTAL BENDS SHALL INCLUDE HORIZONTAL THRUST BLOCKING PER RENTON PLAN 330.2, WATER LAYOUT TABLE STA OFFSET LT OFFSET RT SIZE 25+00 44.5' 40.5' 12" 25+50 42.2' 40.5' 12" 26+00 41.4' -- 12" 26+50 41.4' 40.1' 12" 27+00 41.6' 39.7' 12" 27+50 41.5' 39.3' 12" 28+00 41.2' 38.8' 12" 28+50 40.6' 38.1' 12" 29+00 39.8' 37.5' 12" WATER LEGEND ABANDON OR REMOVE EXISTING WATER MAIN PROVIDE RESTRAINED JOINTS PER SPECIFICATIONS CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION BY: DATE:�� W-343005 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 11 _ EXISTING CONDITIONS 59 SITE PREPARATION & TESC PLAN 73 ALIGNMENT PLAN - 85 ALIGNMENT PROFILE 97 - DRAINAGE PLANS 108 DRAINAGE PROFILE 117-119 WATER PLAN - WATER PROFILE 150,157 JOINT UTILITY TRENCH PLAN 168 JOINT UTILITY TRENCH PROFILES 184 PROPERTY RESTORATION PLANS I CHANNELIZATION & SIGNING PLAN 199 221 ILLUMINATION PLANS 232 i-_ IRRIGATION PLAN- 286 LANDSCAPE PLAN 298 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST WATER PLAN STA 24+50 TO STA 29+00 DRAWING NO. 13 PROJECT NO, TEgn-' 430 FED AID NO. -CM01€;rt0�a3} DATE: NOV 2011 SHEET NO. 136 OF 304 ®C