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HomeMy WebLinkAboutWTR2703430.32N N N CD _0 0 Q 7E LLJ Ln U-) «CD 1 G LLJ 0 / .a I Ln Ln co CD 0 7 W 0- CI-) U w C� 1z NUMBER EX. 3/4" METER FIRESTONE 10 �2 v it `so I. THE CONTRACTOR SHALL CONSTRUCT ALL WATER BYPASS PIPE WITH 24 MINIMUM COVER. NO PORTION OF THE WATER BYPASS SYSTEM WILD.?E 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. 5. 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. 6. THE WATER BYPASS MAIN AND ALL ASSOCIATED CONNECTIONS AND EXTENSIONS SHALL BE HDPE PER SPECIFICATIONS. TIDE !��ATER BYPASS MAIN AND ALL ASSOCIATED CONNECTIONS AND EXTENSIONS SHALL BE PRESSURE TESTED AND DI ;INFECTED PER SPECIFICATIONS. EX. 3/4" METER C O'REILLY'S I 1 0IAVTI 0 20 40 80 120 SCALE IN FEET VV- -- CUT AND CAP EXISTIN 12" WATER �C WALKER'S RENTON SUBARU CUT AND CAP EXIS ING 8" WATER AND CO NECT TO WATER BYPASS IPES WATER BYPASS LEGEND —WB— HDPE WATER BYPASS PIPE, SEE WATER BYPASS CONSTRUCTION NOTES —wEXISTING WATER APPROXIMATE EXTENTS OF EXISTING WATER MAIN TO BE REMOVED FROM SERVICE 49 50 CUT AND CAP EXISTING 12" WATER 03- WATER BYPASS CONSTRUCTION NOTES (1 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. U3 CONSTRUCT TEMPORARY FIRE HYDRANT ASSEMBLY AND CONNECT TO EXISTING MAIN. CONTRACTOR SHALL DETERMINE FINAL LOCATION FOR TEMPORARY FIRE HYDRANT. 0 CONNECT 2-INCH SERVICE LINE TO EXISTING METER. CONNECT 3-INCH SERVICE LINE TO EXISTING METER, 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 hI o M 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 BY I APP.I DATE �0 �osti WAs�r ��� rg�rglt��� AL CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 SURVEYED: KPG DRAWN BY: SOD DESIGN BY: JLF CHECK BY: NJD PROJ MGR: JF FILE: 0655DWATTEMP01.dwg 753 9fh Avenue N 2502 Jefferson Avenue Seattle, WA 98109 Tacoma, WA 98402 (206) 286-1640 (253) 627-0720 www.kpg.com A1161 R CITY OF RENTON -- t'- BIDPublic Works Department DOCUMENTS APPROVED FOR CONSTRUCTION BY: `41'-) DATE:! �1G//7- RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST WATER BYPASS PLAN STA 42+50 TO STA 51 +00 W-343032 DRAWING NO. 163 PROJECT NO. TED403430 FED AID NO. -CM0167(0g) DATE: NOV 2011 SHEET NO. 163 OF 304