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Home My WebLink AboutWTR2703430.3Ln 0 N 0 N 0 Q 0 Ln Q0 0 U ry 0 Ln Ln Q0 0 z 0 z w cn c� w D 0 n 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 SEE CONNECTION 3 _w` - - - - - - ♦� INSTALLATION OF WATER BYPASS SYSTEMS SEE TEMPORARY WATER BYPASS PLANS, SHTS o� �� x ♦ 160-163. ABANDONMENT AND/OR REMOVAL OF EXISTING MAINS SHALL TAKE PLACE ONLY DETAIL, SH1 142 -� S/ P� , � �� ♦ BEST PHO & THAI AFTER THE NEW MAIN OR WATER BYPASS SYSTEM HAS BEEN INSTALLED, TESTED, AND o�`G pcF ♦♦ APPROVED BY THE CITY OF RENTON. EXISTING `�P� ��' \ ®♦ 2. MAIN SHUTDOWNS SHALL BE BY CITY MAINTENANCE STAFF ONLY. CUT - IN CONNECTIONS TO 12" - _ - - - - - - - - - - - C.I. `"� - _ - - - - - - - EXISTING MAINS SHALL ALSO BE PERFORMED BY CITY STAFF. CONTRACTOR SHALL PROVIDE � ♦ 2 - " _ _ TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS. LF PIPE 6 _ _ _ _ _ �- - - - _ _ _ J. EXISTING SERVICE LINES, METER SETTERS, AND METER BOXES ARE TO BE REPLAULU AS PART 20 ' _'- �_�_, - - e _ _ _ - - - _ _ _ OF THIS PROJECT. EXISTING METERS ARE TO BE RESET WITHIN THE NEW SETTERS. COORDINATE W/CITY OF RENTON, D6 _ 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. _ F CTURER. - _ _ _ _ _ - -- - _ - - _ _ _ _ _ 5. ABANDONED EXISTING WATER MAINS SHALL BE CAPPED WITH (MJ) CAPS. PORTIONS OF THE 10 26 _ - - - _ _ _ _ ABANDONED WATER MAIN MAY REQUIRE REMOVAL FOR THE' CONSTRUCTION OF OTHER ROADWAY 749+78.`u6 _ _ _ IMPROVEMENTS. -_ _- '-_-_ _- '' 6. EXISTING FIRE HYDRANTS SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE ±61 LF PIPE _ _ _ _ - - lg _ CONTRACTOR AFTER INSTALLATION, TESTING, AND APPROVAL OF THE NEW HYDRANTS. 26_- _f3� L� 1 PIPET ! 1 1 - - - -� 19 7. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR 1 o = 'TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF 1 1 C/) ALL EXISTING CAST-IRON AND ASBESTOS -CEMENT PIPES, AND PROVIDE THE PROPER 11 1 SEE CONNECTION 4 ® LONG -BODY ADAPTERS AND TRANSITION COUPLINGS FOR THE FINAL CONNECTIONS BY CITY DETAIL SHT 142 + FORCES CONNECTIONS TO A' I DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOLID SLEEVE N COUPLINGS (MJ). EXISTING 8" WATER IN 16" RAINIER AVE S - - - - - Q 1 STEEL CASING - - - - - - - - - f434 LF PIPE- 3 ® co 8. ALL CONNECTIONS TO EXISTING WATER LINES SHALL BE MADE ONLY AFTER ALL THE NEW 1 1 1 26 W WATER LINES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS, _ t CLEANED WITH POLY -PIGS, DISINFECTED WITH CHLORINE SOLUTION, AND HAVE RECEIVED SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED. �--1,12 9. ELEVATIONS OF EXISTING CROSSING UTILITIES ARE PARTIALLY BASED ON RECORD DRAWING 26 Q 1 - _ 17 5 _ _ - - - _ _ INFORMATION. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND EQUIPMENT e 3 D4� PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER IF CONFLICT IS FOUND. J f16 LF P'PE, e = - 10. ALL WATER MAINS, FITTINGS, AND APPURTENANCES SHALL BE INSTALLED PER CITY OF RENTON 10 -- - 2 �w - - - - - - - - - - - - - ` _ - - _ - -��'" STANDARD DETAILS INCLUDED WITH PROJECT SPECIFICATIONS. c� \ - ► _ 15 --_ _1 _ _ _ _ _ _ _ _ - �xlmTM �- - - - - i _ _ 0- 11. WATER PIPE AND FITTINGS INDICATED ON PLANS SHALL HAVE RESTRAINED JOINTS PER - i_8 _C•1• tI _ - - _ - - s SPECIFICATIONS. SEE WATER PLANS, SHTS 132-141 AND WATER PROFILES, SHTS 146-159 FOR - SOUND FORD - _ 10 - THESE LQCATlONS. WALKER'S RENTON SUBARU "`' -, `- --_ L _ 12. PROVIDE 10' HORIZONTAL SEPARATION FROM PARALLEL SEWER LINES. WATER SHALL. CROSS OVER EXISTING SEWER WITH 18" MINIMUM VERTICAL SEPARATION. WATER SHALL CR:�SS ALL R OTHER UTILITIES WITH 12" MINIMUM VERTICAL SEPARATION. CONCRETE ENCASEMENT MAY BE NECESSARY WHERE THESE REQUIREMENTS CANNOT BE MET. WATER CONSTRUCTION NOTES 13. ALL WATER MAIN VERTICAL BENDS SHALL INCLUDE VERTICAL THRUST BLOCKING PER RENTON O FURNISH AND INSTALL CLASS 52 DUCTILE IRON WATER PIPE. SEE WATER LAYOUT TABLE O FURNISH AND INSTALL GATE VALVE. PLAN 330.3. ALL WATER MAIN HORIZONTAL BENDS SHALL INCLUDE HORIZONTAL THRUST BLOCKING PER RENTON PLAN 330.2. - FOR STATION, OFFSET AND SIZE, THIS SHEET. 0 5 10 20 40 60 STA 19+00.0, 40.5' RT A 2 � FURNISH AND INSTALL LONG SOLID SLEEVE COUPLING AND PROVIDE CONNECTION TO 1 1GATE VALVE, MJxMJ SCALE IN FEET EXISTING WATER MAIN. SEE TYPICAL CONNECTION TO EXISTING MAIN DETAIL, SHT 142. 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 310.1. 1 - 8" SLEEVE, MJxMJ 1 - 12" COUPLING, MJxMJ WATER LAYOUT TABLE STA 15+54.6, 41.8' LT STA 17+12.8, 64.5' RT 3 o FURNISH AND INSTALL TEE. STA OFFSET LT OFFSET RT SIZE STA 19+70.5, 64.6' RT STA 15+89.3, 40.5' RT STA 18+33.4, 40.5' RT 12" » of 1 - 12 x12 x12 TEE, FLxFLxFL » as 1 - 12 x12 x8» TEE, MJxMJxFL 15 FURNISH AND INSTALL WATER SERVICE METER PER RENTON STD PLANS 320.1 - 320.3 AND 16+50 -- 40.5' 3 - 12" GATE VALVE, FLxMJ 1 - 8" GATE VALVE, FLxMJ CONNECT TO EXISTING SERVICE LINE. 17+00 -- 40.5' 12" 1 - THRUST BLOCK 1 - THRUST BLOCK 17+50 -- 40.5' 12" APPROXIMATE STA 15+72.7, 52.5' RT APPROXIMATE STA 19+19.9, 60.0' RT 18+00 -- 40.5' 12" STA 15+89.8, 31.3' LT 1 - 2" METER 1 - 3/4" METER 12'a 1 - 12"x12"X12" TEE, FLxFLxFL 1 -METER BOX 1 -METER BOX ----- 18�#-50 ---- -- 40.5' 1 - 45' BEND, FLxFL 19+00 -- 40.5' 12" 3 - 12" GATE VALVE, FLxMJ 17 FURNISH AND INSTALL 8" CLASS 52 DUCTILE IRON WATER PIPE FOR PRIVATE WATER 19+50 -- 40.5' 12" 2 - THRUST BLOCK SERVICE CONNECTION. 20+00 -- 40.5' 12" O 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 _ CONNECT 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. 1 - 12" D.I. NIPPLE, MJxMJ PROVIDE RESTRAINED JOINTS PER SPECIFICATIONS 2 - THRUST BLOCK W-343003 CATEGORY SHEET RIGHT OF WAY PLANS 9 EXISTING CONDITIONS 57 SITE PREPARATION & TESC PLAN 71 ALIGNMENT PLAN 83 ALIGNMENT PROFILE 95 DRAINAGE PLANS 106 DRAINAGE PROFILE 115,116 WATER PLAN - WATER PROFILE { 148,156 JOINT UTILITY TRENCH PLAN t 166 JOINT UTILITY TRENCH PROFILES 182 PROPERTY RESTORATION_ PLANS 197 CHANNELIZATION & SIGNING PLAN 219 `- ILLUMINATION PLANS 230 IRRIGATION PLAN 284 LANDSCAPE PLAN ' 296 LNG1Ac 1o�tie wns��-�4-1� �y� - Zo32o 9 w� FcrsTCRs' ��' Ssl0NAL �� SURVEYED: KPG DRAWN BY: SOD/KH DESIGN BY: SOD/KH CHECK BY: JLF PROJ MGR: JF FILE: 0655DWAT01.dwg ,� „ ,,� IPCW � CITY OF RENTON U � D - Public Works Department 753 9th Avenue N 2502 Jefferson Avenue Seattle, WA98109 Tacoma, WA98402 206 286-1640 253 627-0720 DOCUMENTS APPROVED FOR CONSTRUCTION www,kpg,com BY:.r'' * DATE: RAINIER AVENUE S SR (167) S G RADY WAY TO S 2N D ST WATER PLAN STA 1 J+rJO TO STA 20+00 DRAWING NO. ____-134 PROJECT NO. TED403430 FED AID NO.-C_M0167 048) DATE: NOV 2011 SHEET NO. 134 OF 304 REVISION DESCRIPTION BY APP. DATE