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HomeMy WebLinkAbout033 - M-5 - WET WELL SECT & DTLSL3X3X38 IRON (PAINTED)ENSURE TOP LEG IS LEVEL316316NOTCH OR DRILL TOP FLANGEAS REQUIRED TO CLEAR BOLT(MIN.)INSTALL BOLT THROUGHFLANGE ANGLE IRONSUPPORTSEE PLAN34" ANCHORS WITHMIN. 3" EMBEDMENT(EPOXY TYPE)316TYP. EACH SUPPORTANGLE IRON SHALL NOTEXTEND BEYOND FLANGEEXTENTSVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025COPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\SHEETS\4-MECHANICAL\M-5_WETWELL-SECTIONS.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierlePLOTTED BY:LEE HAGEMAN ON Jun/04/2025 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAWET WELL SECTIONS AND DETAILS10678.00133M-5KJSLRHLRH06/2025 24120SCALE IN FEETAGENCY REVIEW (REVISION 2)JUNE 202515" GRAVITY PIPE INVERTELEV = SEE SHEET C-9TOP ELEV = SEE SHEET C-9MECHANICAL FLOATS FOREMERGENCY PUMPING CONTROLSSEE SHEET M-4 FOR ELEVATIONS6" SST VENT WITH CARBONFILTER RAIN CAP (TYP. OF 2)6" EMBEDDED SST COLLARWITH FEMALE THREADS2.00'MIN.PRESSURE TRANSDUCER ANDSTILLING WELL (TYP. OF 2)SST CHAIN FOR FLOATSSECURE FLOATS TO CHAIN (TYP.)PEDESTAL BASE FOR PORTABLE DAVIT CRANE(SALVAGED FROM EXISTING WET WELL STRUCTURE)A-WET WELL SECTIONSCALE: 1" = 2'B-WET WELL FLOOR AND FILLET PLANSCALE: 1" = 3'361.530SCALE IN FEET9.00'12.00' 10.67'1.00'6.25'1.75'0.67'1211116"91316"2'-0516"3'91316"778" 2'-6"4'-6"FILLET FLOOR IN HATCHEDAREA AT 1:1 SLOPEANCHOR BOLT LOCATION, TYP.(CONTRACTOR TO CONFIRMWITH MANUFACTURER)KEY NOTESPUMP OUTLINE AND ANCHOR BOLTS ARE BASED ON FLYGTNP 3202 HT FRAME. THE ACTUAL PUMP SELECTION SHALLMATCH THE PROJECT SPECIFICATIONS. CONTRACTOR SHALLCONFIRM DIMENSIONS AND LOCATION OF ANCHOR BOLTSWITH MANUFACTURER.PUMP OUTLINE AND ANCHOR BOLTS ARE BASED ON FLYGTNP 3102 SH 3 FRAME. THE ACTUAL PUMP SELECTION SHALLMATCH THE PROJECT SPECIFICATIONS. CONTRACTOR SHALLCONFIRM DIMENSIONS AND LOCATION OF ANCHOR BOLTSWITH MANUFACTURER.216"GRADE AWAY FROM STRUCTUREGRADE AWAY FROM STRUCTUREFLOWFILLET (TYP.)Z-LOK GASKETUNDISTURBED NATIVE GROUND12" STRUCTURAL BACKFILLCOMPACTED TO 100% DRY DENSITYPER STANDARD PROCTOR1.00(TYP.)PRIMARY PRESSURETRANSDUCER IN STILLING WELLGENERAL NOTES:1.INSTALL EQUIPMENT AND ACCESSORIES PER THEMANUFACTURER'S RECOMMENDATIONS.2.ALL DIMENSIONS TO PROCESS EQUIPMENT AND PIPINGARE SHOWN FROM OUTSIDE OF FOUNDATION WALL.3.THE EQUIPMENT LAYOUT AND ASSOCIATED PIPING ISDESIGNED AROUND THE FIRST NAMED MANUFACTURERAS DEFINED IN THE SPECIFICATIONS. CONTRACTOR SHALLBE RESPONSIBLE FOR ALL DESIGN CHANGES ASSOCIATEDWITH ALTERNATE EQUIPMENT AND ADJUSTMENT OFLAYOUT. VERIFY ALL PROCESS EQUIPMENT DIMENSIONSWITH THE MANUFACTURER PRIOR TO ORDERINGCONNECTING PIPING AND EQUIPMENT.4.SEE CIVIL DRAWINGS FOR CONTINUATION OF YARD PIPING.5.COORDINATE HEATING AND VENTILATION WITH HVACDRAWINGS.6.COORDINATE ELECTRICAL WITH ELECTRICAL DRAWINGS.7.PIPE SUPPORTS AND HANGERS SHALL BE PROVIDED INACCORDANCE WITH SPECIFICATION 40 05 10 ANDSTANDARD DETAILS05/29/2025MECHANICAL FLOATS FORPRIMARY CONTROL SYSTEMSEE SHEET M-4 FOR ELEVATIONSLE100-1-ASECONDARY PRESSURETRANSDUCER IN STILLING WELL100-1-BLE2'-0316"2'-0516"11116"PROVIDE ISOLATION GASKETBETWEEN STAINLESS STEEL ANDDUCTILE IRON FLANGESSEEP RING6" STAINLESS STEEL MALE CAM ANDGROOVE CONNECTIONDIXON 600-AL-SS OR APPROVED EQUALAND 6" STAINLESS STEEL FEMALE CAMAND GROOVE GASKETED DUST CAPPIPE SUPPORT, TYP.(SEE DETAIL 1 THIS SHEET)6" DUCTILE IRON END SUCTION RISER2.15 2.00'(MIN.)4.00'1-TYPICAL PIPE SUPPORTSCALE: NONE