Loading...
HomeMy WebLinkAbout032 - M-4 - WET WELL PLAN & SECTHIGH LEVEL ALARM ELEV = 4763.29EMERGENCY PUMP ON ELEV = 4764.29LOW-LOW LEVEL SWITCH = 4755.79DUTY PUMP OFF &EMERGENCY PUMP OFF ELEV = 4756.29BOT WET WELL ELEV = 4754.64TOP ELEV = SEE SHEET C-9YARD PIPING ELEVATION = 4775.50LAG PUMP 2 ON ELEV = 4762.29LAG PUMP 1 ON ELEV = 4761.29DUTY PUMP ON ELEV = 4759.29HIGH-HIGH LEVEL ALARM ELEV = 4763.79VERIFY 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-4_WETWELLPLAN.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 PLAN & SECTION10678.00132M-4KJSLRHLRH06/2025 24120SCALE IN FEETAGENCY REVIEW (REVISION 2)JUNE 2025A-WET WELL SECTIONSCALE: 1" = 2'1-WET WELL PLAN VIEWSCALE: 1" = 2'A-PRESSURE TRANSDUCER ANDSTILLING WELL (SECONDARY)PRESSURE TRANSDUCER ANDSTILLING WELL (PRIMARY)P-100-1-1P-100-1-2P-100-1-3******ACCESS HATCH (TYP. OF 2)4.0' X 5.0' ROUGH OPENING15.00'4.00'KEY NOTESACCESS HATCHES SHALL BE HALLADAY W2S6048 OR APPROVED EQUALWITH INTEGRATED SAFETY GRATE.SEE THE WET WELL FLOOR PLAN FOR FILLET EXTENTS (DETAIL B ONSHEET M-5)PROVIDE WATERPROOFING ON EXTERIOR SURFACE OF WET WELL PERSECTION 07 04 16 OF THE PROJECT SPECIFICATIONS. PROVIDE JOINTWRAP AT ALL JOINTS.PROVIDE PROTECTIVE COATING ON INTERIOR SURFACE OF WET WELLPER SECTION 09 90 00 OF THE PROJECT SPECIFICATIONS.21SUBMERSIBLE PUMPP-100-1-1**P-100-1-2**P-100-1-3**LSHH100-2-115" GRAVITY PIPE INVERT (SOUTH)ELEV = SEE SHEET C-9PRESSURE TRANSDUCER ANDSTILLING WELL (TYP. OF 2)2.27'EMERGENCY FLOAT(S)SECURED TO SST CHAINPRIMARY ALARM FLOAT(S)SECURED TO SST CHAINSST CHAIN FOR FLOATSSECURE FLOATS TO CHAINCONCRETE WEIGHT W/SST EMBEDDED EYELETSTAINLESS STEEL CABLEHANGER RACKELECTRICAL & CONTROLCONDUIT PENETRATIONS(SEE SHEET E-6)STAINLESS STEEL SUPPORTSSECURED TO STRUCTURE.LSLL100-2-2LSLL100-1-2LSH100-1-32.23'BOTTOM OF 45° FILLET (TYP.)6" CLASS 51DUCTILE IRON PIPE(SEE SHEET C-8)6" CLASS 51DUCTILE IRON PIPE(SEE SHEET C-8)0.75'0.50'2.77'FILLET (TYP.)2.27'1.92'0.81'15" SDR-35 PVC SANITARY SEWER(SEE SHEET C-9)2GENERAL 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 DETAILS.**DENOTES EQUIPMENT OR ITEMS SUPPLIED BY DIVISION 4300 00 MANUFACTURER AS A COMPLETE PACKAGE.GENERAL CONTRACTOR IS RESPONSIBLE FORCOORDINATING INSTALLATION OF ALL SUPPLIEDEQUIPMENT AND INSTRUMENTATION AND PROVIDING ALLPROCESS CONNECTIONS AND APPURTENANCES.DENOTES COMPONENTS TO BE SUPPLIED BY DIVISION 4000 00 MANUFACTURER. GENERAL CONTRACTOR ISRESPONSIBLE FOR COORDINATING INSTALLATION OF ALLSUPPLIED EQUIPMENT AND INSTRUMENTATION ANDPROVIDING ALL PROCESS CONNECTIONS ANDAPPURTENANCES. FOR INSTRUMENTATION AND CONTROLINSTALLATION DETAILS, REFER TO DIVISION 13SPECIFICATIONS AND INSTRUMENTATION LAYOUTDRAWINGS.AM-5MOUNT GUIDE RAIL TO CONCRETEOPENING FOR HATCHMECHANICAL FLOAT SWITCH (TYP.)SST GUIDE RAIL (TYP.)PRESSURE TRANSDUCERLE100-1-ADAVIT BASE(RE-USE FROM EXSTING WET WELL STUCTURE)1.75'ACCESS HATCH (TYP. OF 2)14.00'Z-LOK GASKET (TYP.)PRECAST CONCRETE WET WELL(9.0' X 12' INSIDE DIMENSIONS)1.75'1.75'1.72'2.50'6.00'4.50'2.00'3.00'Z-LOK GASKET (TYP.)UNDISTURBED NATIVE GROUND12" STRUCTURAL BACKFILLCOMPACTED TO 100% DRY DENSITYPER STANDARD PROCTOR1.0'(TYP.)05/29/2025LIT100-1-1LIT100-1-2LIT100-1-4LIT100-1-36" SST VENT WITH CARBON FILTER RAIN CAP6" SST VENT WITH CARBON FILTER RAIN CAP6" ELBOWINCLUDE 6" X 4" REDUCERTO CONNECT TO 4" PUMPDISCHARGE PIPINGLSHH100-1-4PRECAST CONCRETEWET WELL (9.0' x 12.0'INSIDE DIMENSIONS)342.75'24120SCALE IN FEETPUMP BASE **PRECAST CONCRETE TOP SLAB**34**PIPE SUPPORT, TYP.(SEE DETAIL 1 ON SHEET M-5)6" STAINLESS STEEL MALE CAM ANDGROOVE CONNECTIONDIXON 600-AL-SS OR APPROVED EQUALAND 6" STAINLESS STEEL FEMALE CAMAND GROOVE GASKETED DUST CAPPROVIDE ISOLATION GASKETBETWEEN STAINLESS STEEL ANDDUCTILE IRON FLANGESSEEP RING2.00'1.00' (MIN.)1.83'SUCTION PUMP RISER WITHCAM AND GROOVE FITTINGAND DUST CAP6" DUCTILE IRON END SUCTION RISER2.15' 2.67'1.00'PIPE SUPPORT, TYP.(SEE DETAIL 1 ON SHEET M-5)