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Home My WebLink AboutWTR2703430.8N 0 N 0 Q 0 Ln 0 U 0 c� i 0 i z Cn w 0 Q .o ry I 0 Ln O z z w v LLJ ►4' 00 w w CD CD 00 �I Z I-- i QDOBA BLOCKBUSTER _--- -FREDMEYER_ --- -r-------------------------------------- D24 i 39 SEE CONNECTION 13 DETAIL, SHT 144 --\' FA ------------ - - - - // J -� - 10 N CP _ EXISTING 8" D.I. r, 2 1 34--------- 26 ---- �� .�'��.�.��e3�•.� 5�.'...��r„S...J.� GCS. i 11�_ � 2 iK � CD --------------------- 1- 1 \ 1 1 1 1 f- 1 \ 1 1 1 w 1 \ 26 1 1 1 1 w 1 1 1 5 1 1 cn CD \ 1 1 1 0 1 \ 4111 1 1 CN 40 \ \ 1 1 1 Q 1 1 1 11 1 11 Cf) 00 \ 1 1 1 1 1 z RAINIER AVE S ----------------- - 11 � Mi � 1 \ 1 1 1 \ 1 1 , - - - - - - - - - - - - - - - - -- -- - ---__---=-------------------10 ------------� � i \ 1 26 1 i 11 SUo 1 §HOP McLENDON 1 � ��-�' HARDWARE SEE CONNECTION 14 DETAIL, SHT 144 44 Q2, 'ER(STING ♦ 16 C.I.N 0 WATER CONSTRUCTION NOTES r WATER LAYOUT TABLE STA OFFSET LT OFFSET RT SIZE 38+50 39+00 _ 34.5' 34.5' -- -- 12" 12" 39+50 35.1' -- 12" 40+00 40+50 41+00 35.8 -- -- -- -- -- 12 -- -- 41+50 38.1' -- 12" 42+00 38.8' -- 12" WATER LEGEND ABANDON OR REMOVE EXISTING WATER MAIN PROVIDE RESTRAINED JOINTS PER SPECIFICATIONS 0 5 10 20 40 60 SCALE IN FEET Ol FURNISH AND INSTALL CLASS 52 DUCTILE IRON WATER PIPE. SEE WATER LAYOUT TABLE FOR STATION, OFFSET AND SIZE, THIS SHEET. 02 FURNISH AND INSTALL LONG SOLID SLEEVE COUPLING AND PROVIDE CONNECTION TO EXISTING WATER MAIN. SEE TYPICAL CONNECTION TO EXISTING MAIN DETAIL, SHT 142. APPROXIMATE STA 449+16.1, 10.6' RT APPROXIMATE STA 450+95.4, 17.3' RT 1 - 8" COUPLING, MJxMJ 1 - 16" COUPLING, MJxMJ 4O FURNISH AND INSTALL CROSS. STA 41+00, 37.3' LT 1 - 12"x12"x12"x12" CROSS, FLxFLxFLxFL 2 - 12" D.I. NIPPLE, MJxMJ 4 - 12" GATE VALVE, FLxMJ O5 FURNISH AND INSTALL 11.25 DEG BEND. STA 40+99.9, 46.4' LT STA 41+00.1, 28.3' LT 1 - 12" 11.25' BEND, MJxMJ 1 - 12" 11.25' BEND, MJxMJ 1 - THRUST BLOCK 1 - THRUST BLOCK 10 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARD PLAN 310.1. STA 40+49.8, 48.4' LT STA 41+70.5, 50.2' LT STA 450+71.7, 31.9' RT 26 FURNISH AND INSTALL 12" CLASS 52 DUCTILE IRON WATER PIPE. 34 FURNISH AND INSTALL 12"x8" REDUCER AND 8" CLASS 52 DUCTILE IRON WATER PIPE AS NECESSARY (LENGTH OF PIPE MAY VARY DEPENDING ON PLACEMENT OF COUPLING) TO INSTALL COUPLING AND CONNECT TO EXISTING SYSTEM. 44 FURNISH AND INSTALL 16"x12" REDUCER AND 16" CLASS 52 DUCTILE IRON WATER PIPE AS NECESSARY (LENGTH OF PIPE MAY VARY DEPENDING ON PLACEMENT OF COUPLING) TO INSTALL COUPLING AND CONNECT TO EXISTING SYSTEM. GENERAL WATER CONSTRUCTION NOTES 1. EXISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF CONSTRUCTION EXCEPT WHERF WATER BYPASS SYSTEMS ARE Rr7 UIRED FOR INSTALLATION OF WATER BYPASS SYSTEMS SEE TEMIPORA!?Y WATE-R BYPASS PI_.AN'S. SHE:; 160-163. ABANDONMENT AND/OR REMOVAL OF EXISTING MAINS SHALL TAKE PLACE ONE'" 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 ANC 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 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 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 REQUIREMENTS CANNOT BE MET. 13. ALL WATER MAIN VERTICAL BENDS SHALL INCLUDE VERTICAL THR11iST BLOCKING PER REN .ON PLAN 330.3. ALL WATER MAIN HORIZONTAL BENDS SHALL INCI..t.JDE HORIZONTAL THRUST. BLOCKING PER RENTON PLAN 330.2. W=343008 CORRESPONDING SHEETS CATEJORv RIGHT Or WA `' PLANS14 SHEE I EXISTING CONDITIONS 62 SITE PREPARATION & TESC PLAN 76 ALIGNMENT PLAN 88 ALIGNMENT PROFILE 100 - _ DRAINAGE PLANS 111 122 DRAINAGE PROFILE WATER PLAN - WATER PROFILE 153,158 JOINT UTILITY TRENCH PLAN 171 JOINT UTILITY TRENCH PROFILES 187 PROPERTY RESTORATION PLANS 202 CHANNELIZATION & SIGNING PLAN 224 ILLUMINATION PLANS 235 - IRRIGATION PLAN 289 LANDSCAPE PLAN 301 - 1 1-14-1 1 ti � 0�4� wA�09�, _ 0 ��20320�o ww� crsTeR SURVEYED: KPG DRAWN BY: SOD/KH DESIGN BY: SOD/KH CHECK BY: JLF PROJ MGR: JF FILE: 0655DWAT01.dwg KpG BID 753 9th Avenue N 2502 Jefferson Avenue Seattle, WA98109 Tacoma, WA98402 DOCUMENTS (206) 2861640 (253) 627 0720 www.kpg,com CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION BY: ,� DATE: RAINIER AVENUES SR � 6i ( ) S GRADY WAY TO S ?_ND ST WATER PLAN STA 38+00 TO STA A 42+00 DRAWING �,,0, 1-39 _ PROJECT NO. TED403430 FED AID NO.-CM016i(04$) D^-,-�: _NOV 2G11 w � SHEET NO. 130 OF 304 F t NUMBER REVISION DESCRIPTION BY APP, DATE