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1� M <br /> M M <br /> t0 M <br /> + M LEGEND <br /> N N O <br /> a <br /> J t J ae} <br /> 16'-0" _ 16'-0" 16'-0" 4'-0" 3'-0" ® PIPE MAIN ANCHOR <br /> PIPE GUIDE <br /> om <br /> a N w+ ^ + <br /> + C1 EXPANSION JOINT <br /> �0 0 + + 0 0 <br /> oa a e oa <br /> o <br /> JJ o K K lY C 1I.l: <br /> N rn �+.a r-a 14" HPS -o a r a PIPE SUPPORT/ANCHOR <br /> o+ ,n v, W/4 1/2" vI EJ, a PS- SEE <br /> INSULATION 1-1/2"PC a In a rn1 a: I 1 <br /> — _ M581-04M-58��OS <br /> 1 1/2" CA - GENERAL NOTES <br /> 2" FORCED MAIN n <br /> VAULT S9 M581-03 M581-03 0+ <br /> STA. 41+32.01 <br /> y 1. STRUCTURAL EMBEDS IN TUNNELS OCCUR EVERY <br /> t <br /> I � � I "o <br /> I 8'-0". SEE 2/S577-01 FOR EMBED DETAILS. <br /> l� -----T-� -------- <br /> I ♦ —-_ PHASE 6 PHASE 4 2. UNLESS OTHERWISE NOTED, FOR 14" HPS, USE <br /> SUPPORT 41+37.18 <br /> 4-1/2" FIBERGLASS INSULATION IN TUNNEL SECTIONS <br /> AND VAULTS. INSTALL METAL COVER AT VAULT <br /> CLOSURE LOCATIONS. SEE DRAWING M2C. <br /> M456--03 <br /> 3. STEAM OPERATING PRESSURE IS 200 PSIG. BOILER <br /> RELIEF PRESSURE IS 255 PSIG. <br /> 1"HPC 4. THE STEAM PIPING AND CONDENSATE PIPING <br /> 2"VENT _ LAYOUTS ON THIS PROJECT WERE DESIGNED <br /> F'S-5 ANCHOR TO ACCOMMODATE A FUTURE FIRE WATER MAIN <br /> M581 { SUPPORT 41+53.18 AND FUTURE AIR AND DOMESTIC PIPE AS <br /> HPC ANCHOR WELL. THE FUTURE FIRE WATER MAIN SHOULD <br /> _ - - - - 1 1/2" CA OCCUPY THE LOWEST LEVEL OF THE PIPE <br /> 2" FORCE MAIN CHASE WITH A BOTTOM OF PIPE NOT TO <br /> EXCEED 6"ABOVE FINISHED FLOOR ELEVATION <br /> - > FOR OPTIMUM SPACE UTILIZATION. <br /> E:>14"-CL 300 HIGH PERFORMANCE FLANGED <br /> =- <br /> - - - - - - ° H <br /> BUTTERFLY <br /> ERFLY VALVE WITH GEAR OPERATED HANDWHEEL <br /> LIMIT OF 6"THICK <br /> FOAMGLASS INSULATION C REFERENCE DRAWINGS <br /> M581-03 <br /> 1 /8" 1 PS-2 MODIFIED_.. <br /> - - 14"HPS ON SUPPORT 41+77.18 <br /> 6 <br /> 2'-9" PS-10 M581-03 CLOSURE_+ <br /> �., 6 Y 41+81.33 w_ , CONSTRUCTION NOTES <br /> EL5 ,7 - I <br /> o <br /> P <br /> 1. SEE CIVIL DRAWINGS FOR TUNNEL AND VAULT <br /> g 2'VENT DN LOCATIONS & ELEVATIONS. <br /> - I 2. STEAM PIPING SLOPE TO FOLLOW TUNNEL <br /> 2"VENT °— ° <br /> -- <br /> — SLOPE. SEE CIVIL DRAWINGS FOR SLOPE. <br /> I J <br /> PIPE <br /> GUIDE 32x20 16'-0" 16'-0" 9'-9" 3. SUPPORT 2", 1 1/2" & 1"NPS PIPE (FLASH <br /> SUPPLY VENT, HPC, PC, CA) A MAXIMUM 8'-0" O.C. IN <br /> PS-4 DUCT DOWN M456--03 TUNNELS. REFER TO TUNNEL SECTIONS <br /> z m M581-03, SEE M581-05 FOR SMALL BORE <br /> + + <br /> J <br /> OSA � <br /> PIPE SUPPORTS TO USE.I <br /> , m SUPPLY AIR <br /> (5200 CFM) LIMIT OF 6'THICK 4. CONDENSATE PIPING SHALL BE INSTALLED WITH <br /> - o o o FOAMGLASS INSULATION <br /> y v a z a v a PERSOINNEL PRO ECT ONSUN ESS O OTHERWISE <br /> S INSULATION FOR <br /> N <br /> ' a ¢N a y NOTED. SEE DRAWING M28. <br /> - -54'-9 1/8" 5, PIPE SUPPORT STATION NUMBERS DO NOT <br /> ALLOW FOR GAP TOLERANCE IN TUNNEL <br /> SECTIONS. INSTALL SUPPORTS IN MIDDLE OF <br /> THE CLOSEST TUNNEL EMBED. <br /> PS-8 s ©PROVIDE 6"THICK "FOAMGLASS" INSULATION IN THIS <br /> SECTION OF PIPE. <br /> - 1/8"GASKET I <br /> T o PROVIDE EXTRA STRONG (XS) 141R ELBOW <br /> - ®PROVIDE (2) 300# RF WELD NECK FLANGES <br /> 9>PROVIDE EXTRA STRONG (XS) 14"0 PIPE SECTION <br /> I i <br /> MATCHLINE - SEE DWG M456-02 BUILDING 45-001 & YARD OVERALL PIPING PLAN N <br /> SCALE: 1/8"=1'-0" M456-01 <br /> 100% SUBMITTAL - 05.02.13 �M 60FFMAN <br /> NOT FOR CONSTRUCTION <br /> STM �� svu �' APPROVED ��_ gL Sp ACCEPTABILITY R.LEITNER 05.02.13 wermc C°RRENT REVISION mea DATE <br /> r STEAM UPGRADES ENLARGED PLANS 11578401 0 R I 05.02.13 <br /> L, OF ASA/j G THIS DESIGN PND/OR <br /> ORIG SITE-45-001 CONNECTION-STEAM UPGRADES 11578401 CEI/MS MS 05.02.13 ` �_ 2 Zr SPECIFlCATION IS APPROVED R.LEITNER 05.02.13 SHEET 1 <br /> ov APPRovEo BY GEPT. GATE CEI 05.02.13T"LE SITE - 45-001 CONNECTION - STEAM UPGRADES M456-0 1 \ <br /> CHEC <br /> M.SOTURA DS.D2.,3 SITE 45-YD / <br /> II Aoe 11578401 caw No. <br /> MECHANICAL MASTER EVERETT, WA m N0 45-YD-M456-01 ' <br />