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Home My WebLink AboutWTR2703430.6CD CD Ln Ln Q0 CD C) 0 V) C-D U-) Lij C) U-) CD 2f 2f Ld ry LLJ 0 cif a_ I --- a GENERAL WATER CONSTRUCTION NOTES 1. EXISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT --LITHIA DODGE CHRYSLER THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REQUIRED. FOR %-. %%. %.. I � .1 - INSTALLATION OF WATER BYPASS SYSTEMS SEE TEMPORARY WATER BYPASS PLANS, SHTS CT104 t0--DZTAIL, _SlI 44, 1 1 EXISTING SOUTH LAKE --� .- %0 1 8" D. 1. RAILROAD R-O-W 1 160-163. ABANDONMENT AND/OR REMOVAL OF EXISTING MAINS SHALL TAKE PLACE ONLY 10 - - *010 Now" ±22 LF PIPE -- - - - - - - - - - - - - - - - - - - - - - - - - - - - VETERINARY AFTER THE NEW MAIN OR WATER BYPASS SYSTEM HAS BEEN INSTALLED, TESTED, AND 41 2 APPROVED BY THE CITY OF RENTON. - - - - - - - - - - - - 15 V 2. MAIN SHUTDOWNS SHALL BE BY CITY MAINTENANCE STAFF ONLY. CUT -IN CONNECTIONS TO - - -- - - - 10 EXISTING MAINS SHALL ALSO BE PERFORMED BY CITY STAFF. CONTRACTOR SHALL PROVIDE 17 10 - - - - - - - - TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS. CL/ 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 3 00 APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM ±435 LF PIPE - - - - - - - - - - - - - - ro JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER. � Cj LU I L _.j 5. ABANDONED EXISTING WATER MAINS SHALL BE CAPPED WITH (Mj)' CAPS'-, PORTIONS) OF THE U-) F ABANDONED WATER MAIN MAY REQUIRE REMOVAL OR THE CONSTRUCTION OF OTHER ROADWAY 30 BN+ RIGHT OF WAY C) IMPROVEMENTS. Ln + 6. EXISTING FIRE HYDRANTS SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE r1k/ A j F -1 H E W 1 - 'YE' CONTRACTOR AFTER INSTALLATION, TESTINU, AND AlPf P�L C E N R A NITS. Pu4 'N"ER A V,� Cn 7. VERIFY LOCAilON AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTI ON POINTS PRIOR TO CONSTRUIC-1110N. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF 1205 LF' PIPE L - - - - - - - - - - - - - - - - - - - - - - - - ALL EXISTING CAST --IRON AND ASBESTOS -CEMENT PIPES, AND PROVIDE THE PROPER 28 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, 3u ou MAZATLAN D18 lu 3U CLEANED WITH POLY -PIGS, DISINFECTED WITH CHLORINE SOLUTION, AND HAVE RECEIVED SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED. 15 9. ELEVATIONS OF EXISTING CROSSING UTILITIES ARE PARTIALLY BASED ON RECORD DRAWING 10 41 INFORMATION. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND EQUIPMENT 15 - - - - - PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER IF CONFLICT IS FOUND. C C3V AUTO BODY AND PAINT 10. ALL WATER MAINS, FITTINGS, AND APPURTENANCES SHALL L BE INSTALLED PER CITY OF RENTON STANDARD DETAILS INCLUDED WITH PROJECT SPECIFICATIONS. BNSF RIGHT OF WAY 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. RAINIER VILLAGE RAILROAD R-O-W 12. PROVIDE 10' HORIZONTAL SEPARATION FROM PARALLEL SEWER LINES. WATER SHALL CROSS WATER CONSTRUCTION NOTES OVER EXISTING SEWER WITH 18" MINIMUM VERTICAL SEPARATION. WATER SHALL CROSS ALL OTHER UTILITIES WITH 12" MINIMUM VERTICAL SEPARATION. CONCRETE ENCASEMENT MAY BE (D FURNISH AND INSTALL CLASS 52 DUCTILE IRON WATER PIPE. SEE WATER LAYOUT TABLE 17 FURNISH AND INSTALL 8" CLASS 52 DUCTILE IRON WATER PIPE FOR WATER SERVICE NECESSARY WHERE THESE REQUIREMENTS CANNOT BE MET. FOR STATION, OFFSET AND SIZE, THIS SHEET. CONNECTION. _j 13. ALL WATER MAIN VERTICAL BENDS SHALL INCLUDE VE�_T CA' T F'�UST BL0L"K11NtG7 PER RENTON FURNISH AND INSTALL LONG SOLID SLEEVE COUPLING AND PROVIDE CONNECTION TO 0 5 10 20 40 60 � 1 L 1H I T I IQ/- FURNISH AND INSTALL CAP. PLAN 330.3. ALL WATER MAIN HORIZONTAL BENDS SHALL ;NCLUDE HORIZONTAL IHIRUST EXISTING WATER MAIN. SEE TYPICAL CONNECTION TO EXISTING MAIN DETAIL, SHT 142. 9 SCALE IN FEET' BLOCKING PER Fe"ENTON PLAN 330.2. T I APPROXIMATE STA 30+41.1, 66.0' LT 1 - 8" COUPLING, MJxMJ FURNISH AND INSTALL TEE. STA 30+40.0, 36.3' LT 1 - 12"x12"x8" TEE, FLxFLxFL 2 - 12" GATE VALVE, MJxFL 1 - 8" GATE VALVE, MJxFL 1 - THRUST BLOCK 10 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARD PLAN 310.1. STA 31+30.0, 55.0' LT STA 334-30.0, 54.7' LT STA 30+91.4, 59.6' RT STA 29+16.9, 51.3' LT FURNISH AND INSTALL, WATER SERVICE METER PER RENTON STD PLANS 320.1 - 320.3 AND CONNECT TO EXISTING SERVICE LINE. APPROXIMATE STA 29+84.30, 73,24' RT APPROXIMATE STA 29+63.0, 50.5' LT 1 - 1" METER 1 - 1 1 /2" METER 1 - METER BOX 1 - METER BOX APPROXIAATE STA .301-48.3, 47.1' RT 1 - 3/4" METER 1 - METER BOX STA 30+93.7, 34.2' RT 1 12" CAP, MJ 1 THRUST BLOCK 41 FURNISH AND INSTALL STEEL CASING FOR WATER. MAINTAIN 12" MIN VERTICAL CLEARANCE BETWEEN PIPE AND BOTTOM OF WALL. ALL WORK TO REMAIN WITHIN CONSTRUCTION LIMITS. SEE STEEL CASING FOR WATER DETAIL, SHEET 142. ►f'�,VI,GIACC ' S 0 20320 L 11-14-11 SURVEYED: KPG DRAWN BY: SOD/KH DESIGN BY: SOD/KH CHECK BY: JLF PROJ MGR: JF FILE: 0655DWAT0I.dwg 753 9th Avenue N 2502 Jefferson Avenue Seattle, WA 98109 Tacoma, WA 98402 (206) 286-1640 (253) 627-0720 www.kpg,com WATER LAYOUT TABLE STA OFFSET LT OFFSET RT SIZE 29+50 38.8' 36.7' 120' 30+00 37.5'- 35.9' 12" 30+50 36.0' 35.0' 12" 31+00 34.5' 12" .31+50 34.5' 1211 32+00 34.5' 12" 32+50 34.5' 12" 33+00 34.5 12" 33+50 34.5' 12" WATER LEGEND ABANDON OR REMOVE EXISTING WATER MAIN PROVIDE RESTRAINED JOINTS PER SPECIFICATIONS USE CONTROLLED DENSITY FILL FOR PIPE LI ZONE BEDDING �0161 CITY OF RENTON BIDPublic Works Department DOCUMENTS APPROVED FOR CONSTRUCTION BY: 1)i�p^ DATE: W-343006 CATEGORY SHEEN. RIGHT OF WAY PLANS 12 EXISTING CONDITIONS 60 SITE PREPARATION & TESC PLAN 74 ALIGNMENT PLAN 86 ALIGNMENT PROFILE 98 DRAINAGE PLANS 109 DRAINAGE PROFILE 119,120 WATER PLAN--- - WATER PROFILE 151 JOINT UTILITY TRENCH JOINT UTILITY TRENCH PLAN I PROFILES--- 169 185 PROPERTY RESTORATION PLANS 200 CHANNELIZATION & SIGNING PLAN 222 ILLUMINATION PLANS----- t 233 IRRIGATION PLAN LLANDSCAPE PLAN RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST WATER PLAN STA 29+00 TO STA 33+50 DRAWING NO. 137 PROJECT NO. TED403430 FED AID NO. -CM01 67(048) DATE: NOV 2011 SHEET NO. 137 OF 304