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HomeMy WebLinkAboutWTR2703430.30N 0 N d- N t� Ld f- L(7 Ln CD 0 U / a L 0 / z c� V) L -j 0 / 0 I -D Ln Ln cc / z 0 z w ry U WATFR RYPAS.R (,FNFRAI KIOTFS NUMBER THE CONTRACTOR SHALL CONSTRUCT ALL WATER BYPASS PIPE WITH 24" MINIMUM COVER. NO PORTION OF THE WATER BYPASS SYSTEM WILL BE PERMITTED ABOVE GROUND. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING, PROTECTING AND REPAIRING THE WATER BYPASS SYSTEM FOR THE DURATION OF ITS OPERATION. 2. CONTRACTOR TO VERIFY LOCATION AND QUANTITY OF ALL EXISTING WATER SERVICES AND, IF NECESSARY, PROVIDE ADDITIONAL. CONNECTIONS NOT SHOWN ON THESE PLANS. 3. WATER BYPASS MAINS, TEMPORARY FIRE HYDRANTS AND ASSOCIATED APPURTENANCES SHOWN ARE SCHEMATIC, NOT TO SCALE AND PROVIDED FOR CONVENIENCE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND ROUTING THE WATER BYPASS SYSTEM TO COORDINATE WITH CONSTRUCTION ACTIVITIES, AND TO MEET ALL CONTRACT REQUIREMENTS. NO PORTION OF THE WATER BYPASS SYSTEM SHALL BE LOCATED OUTSIDE CITY RIGHT—OF—WAY AND PERMANENT EASEMENT BOUNDARIES. SEE RIGHT OF WAY PLANS, SHT 7-18. 4. CONTRACTOR SHALL MAINTAIN FIRE FLOW AND SERVICE CONNECTIONS TO BUSINESSES AT ALL TIMES. WHERE EXISTING SYSTEM IS IN CONFLICT WITH CONSTRUCTION OF NEW WATER SYSTEM OR OTHER CONSTRUCTION, CONTRACTOR SHALL PROVIDE TEMPORARY WATER BYPASS SYSTEM UNTIL NEW MAIN HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY OF RENTON. S. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING METHOD OF CONSTRUCTION FOR ALL WATER BYPASS PIPE INCLUDING SIZE AND TYPE FOR ALL FITTINGS, CONNECTIONS TO EXISTING MAINS, CONNECTIONS TO EXISTING METERS AND TEMPORARY FIRE HYDRANT ASSEMBLIES. 8. THE WATER BYPASS MAIN AND ALL ASSOCIATED CONNECTIONS AND EXTENSIONS SHALL BE HDPE PER SPECIFICATIONS. ?. THE WATER BYPASS MAIN .AND ALL ASSOCIATED CONNECTIONS AND EXTENSIONS SHALL BE PRESSURE TESTED AND DISINFECTED PER SPECIFICATIONS. 8. FURNISH AND INSTALL VALVES AT ALL LOCATIONS WHERE TEMPORARY HDPE SERVICE LINES CONNECT TO EXISTING MAINLINES. 9. FOR CONSTRUCTION OF NEW WATER MAINS, SERVICES, AND HYDRANTS, SEE WATER PLANS AND PROFILES, SHTS 132 — 159. 10. CONTRACTOR SHALL NOTIFY RESIDENTS AND BUSINESSES PRIOR TO PLANNED SERVICE SHUTDOWNS FOR WATER BYPASS CONSTRUCTION. COORDINATE WITH RESIDENTS AND BUSINESSES TO MINIMIZE IMPACTS OF SHUTDOWN. 11. BACKFILL FOR WATER BYPASS SYSTEM TRENCHING SHALL BE COMPACTED GRAVEL BORROW OR SUITABLE NATIVE MATERIAL. THE CONTRACTOR SHALL REPAIR ALL DRIVING SURFACES AND PEDESTRIAN WALKWAYS OUTSIDE THE WORK ZONE EXTENTS (SEE CONSTRUCTION CHANNELIZATION PLANS, SHTS 38-49) WITH TEMPORARY PAVING. REVISION DESCRIPTION GIA CO� ti0;� WA 20320 L BY APP. DATE CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 11-14-11� SURVEYED: KPG DRAWN BY: SOD DESIGN BY: JLF CHECK BY: NJD PROJ MGR: JF FILE: 0655DWATTEMP01,dwg dr PLAN 0 20 40 80 120 SCALE IN FEET 753 9th Avenue N 2502 Jefferson Avenue Seattle; WA 98109 Tacoma, WA 98402 (206) 286-1640 (253) 627-0720 www,kpg.com BID DOCUMENTS CUT AND CAP EXISTING 8" WATER WATER BYPASS LEGEND MWBHDPE WATER BYPASS PIPE, SEE WATER BYPASS CONSTRUCTION NOTES --- EXISTING WATER APPROXIMATE EXTENTS OF EXISTING WATER V11111 MAIN TO BE REMOVED FROM SERVICE CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION //_ DATE: EX. 1-1/2" METER r% CUT AND CAP EXISTING 10" WATER AND CONNECT TO WATER BYPASS PIPE FURNISH AND INSTALL 2-INCH DIAMETER HDPE WATER BYPASS FOR TEMPORARY WATER SERVICE. CONTRACTOR SHALL DETERMINE FINAL LOCATION FOR WATER BYPASS PIPE. MAINTAIN 24" MIN COVER. �2 FURNISH AND INSTALL 3-INCH DIAMETER HDPE WATER BYPASS FOR TEMPORARY WATER SERVICE. CONTRACTOR SHALL DETERMINE FINAL LOCATION FOR WATER BYPASS PIPE. MAINTAIN 24" MIN COVER. 30 CONSTRUCT TEMPORARY FIRE HYDRANT ASSEMBLY AND CONNECT TO EXISTING MAIN. CONTRACTOR SHALL DETERMINE FINAL LOCATION FOR TEMPORARY FIRE HYDRANT. �4 CONNECT 2-INCH SERVICE LINE TO EXISTING METER, �5 CONNECT 3-INCH SERVICE LINE TO EXISTING METER. RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST STA 18+00 TO STA 30+50 W=343030 DRAWING NO. 161 PROJECT NO. TED403430 FED AID NO.-C!we,0167 n43) DATE: f�OV 2011 SHEET NO. _161 OF 304