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HomeMy WebLinkAboutCity of Bozeman - Fire Station No 2 - Infrastructure PlansVICINITY MAPS 11TH AVE S 19TH AVE W KAGY AVEW LINCOLN STS W I L S O N A V E S 7TH AVEN:\2200\050 - COB FIRE STATION 2\ACAD\CIVIL\SHEETS\COVER.DWG PLOTTED BY:MAYA SIMMONS ON Aug/30/2024VERIFY COLOR!THIS SHEET IS INTENDED TOBE IN COLOR. RED, GREENAND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.©This document was prepared byMorrison-Maierle, Inc. and may containconfidential or privileged information.Morrison-Maierle, Inc. retains all commonlaw, statutory, and reserved rights includingthe copyright thereto. Unauthorized use ofthis document or changes are strictlyprohibited and may be unlawful.QUALITY ASSURANCEPROJECT MANAGEROFFICE QUALITY ASSURANCE COORDINATORPEER REVIEWERQ.A. APPROVAL DATEQ.A. PROJECT NUMBERengineers surveyors planners scientistsMorrisonMaierleengineers surveyors planners scientistsMorrisonMaierle2880 Technology Boulevard West, Bozeman, MT 59718406.587.0721www.m-m.netLIBBYKALISPELLBROWNINGPOLSONCUTBANKSHELBYCONRADHAVREMALTAGREATFALLSGLASGOWWOLFPOINTPLENTYWOODSIDNEYGLENDIVEMILESCITYFORSYTHHARDINBILLINGSROUNDUPLEWISTOWNHARLOWTONLIVINGSTONWHITESULPHURSPRINGSBOZEMANDILLONANACONDAHELENALINCOLNDEERLODGEMISSOULAHAMILTONPROJECT LOCATIONPREPARED BY:SET NO.MORRISON-MAIERLE PROJECT NO. 2200.050APPROVED BY:Nate J. Menuez, PE, LEED APProject ManagerCITY OF BOZEMAN - FIRE STATION NO. 2INFRASTRUCTURE PLANSBOZEMAN, MONTANAJANUARY 2023LOCATION MAPNOT TO SCALEBIG SKYNJMJAU8/30/20242200.050.088.000318INFRASTRUCTURE REVIEW01/23/2023Sheet IndexSheet NumberSheet Title--COVERC1EXISTING TOPOGRAPHIC AND UTILITY SURVEY - AERIAL OVERLAYC2EXISTING TOPOGRAPHIC AND UTILITY SURVEYC4SITE AND UTILITIES PLANSITE GRADING AND DRAINAGE PLANSITE DEMOLITION PLANC3C5SITE AND UTILITY DETAILSC6UNDERGROUND STORAGE DETAILSC7PROJECT LOCATIONFIRE SERVICE LINE PLAN AND PROFILEPAVING AND MISCELLANEOUS DETAILSC8C9RECORD DRAWINGS THESE RECORD DRAWINGS INCORPORATE INFORMATION PROVIDED BY THE GENERAL CONTRACTOR AND OTHERS. MORRISON-MAIERLE, INC. ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AS REPRESENTATIONS OF THE CONSTRUCTED IMPROVEMENTSRECORD DRAWINGS - AUGUST 2024 BFBFBFOOOOOOOOOOOOO O O O O O OOO■■■■■■■■■■■■■■■■OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP OHPOHP OHP OHP OHPFFFFF FTVTVCOESSEEEIIIIIT4935 49344933493249314937 493249334934 49334936 BFBFBFBFBFBFBFBFBFBFBFBFBFBFBF BF BF BF BF BF BF BF BPBPBPBPBPBPBPBPBTBTBTBTB T BT BT BTBTBTBTBTBTBT B T BT BT BT BT BT BT BFBFBFBFSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWSWSWWWWWWWBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG1004934.451CP HUB AND TACK1014936.157CP HUB AND TACK1024935.624CP HUB AND TACK1034933.416CP MAGNAIL2014935.627BC 2" DIA BRASS CAP IN MON BOXBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBF8/30/2024 10:07 AMC1 CITY OF BOZEMAN FIRE STATION 2 TBD KAGY BLVD, BOZEMAN, MONTANA 59715 EXISTING TOPOGRAPHIC AND UTILITY SURVEY - AERIAL OVERLAY204010200SCALE IN FEETHYDRANT #275BOLT ELEV.=4938.92GENERAL NOTES1.THE PROJECT IS IN A LOCAL COORDINATE SYSTEM.2.BASIS OF BEARING AND COORDINATES:BEARINGS ARE GEODETIC, DERIVED FROM GPSOBSERVATIONS WITH SURVEY-GRADE RECEIVERSAND REFERENCED TO THE MERIDIAN AT WGS84NORTH LATITUDE 45°39'40" AND WEST LONGITUDE111°02'42"3.VERTICAL DATUM: NAVD 884.UTILITIES ARE SHOWN THEIR APPROXIMATELOCATIONS WITHOUT THE BENEFIT OF A "ONE CALL"DESIGN LOCATE, WHICH HAS NOT BEENCOMPLAETED AT THIS TIME. UTILITY LOCATIONSREFLECT OBSERVED SURFACE STRUCTURES,SUPPLEMENTED BY MSU AND CITY OF BOZEMANUTILITY MAPPING.5.FOR BORE HOLE, TEST PIT AND MONITORING WELLDATA, REFER TO "FINAL GEOTECHNICAL REPORT,BOZEMAN FIRE STATION NO. 2, JANUARY 19, 2022" BYALLIED ENGINEERING SERVICES INC.WEST KAGY BOULEVARDSOUTH 7TH AVENUE IMPOUNDLOTHUFFMAN BUILDING(MSU POLICE)engineers surveyors planners scientists MorrisonMaierle LEGENDSAN. SEWER CLEANOUTCONTROL POINT/BENCHMARKELEC. BOX/METERFIRE HYDRANTGAS METERGAS VALVEHYDGVIRRIG. VALVELIGHT POLESTORM DRAIN MANHOLE/VAULTSAN. SEWER MANHOLESTORM DRAIN CURB INLETSIGNTREE-CONIFERTREE-DECIDUOUSTEST PITWATER VALVEWV/////////BPBPBPNGNGNGBUILDINGCULVERTFLOWLINEBACK OF CURB/VERT CURBFENCESTREAMASPHALT EDGESIDEWALK/CONCRETEELEC. LINEGAS LINEELEC. VAULTMANHOLE-ELEC.REMOVE EXISTINGASPHALTREMOVE EXISTINGCONCRETE9MOLECULAR BEAM BUILDING RETENTION BASINSTORAGE SHEDGEOTECHNICALBORE HOLE (TYP.)LEASE AREA BOUNDARYPROPERTY LINEGRADING / DEMOLITION LIMITSCOPYRIGHT 20232105LEASE AREABOUNDARYBH-1BH-2BH-4BH-3ISSUE FOR BID16 JAN 23ISSUEDATEDESCRIP.0102/08/23ADD-0202RECORDDRAWINGRECORD DRAWINGS THESE RECORD DRAWINGS INCORPORATE INFORMATION PROVIDED BY THE GENERAL CONTRACTOR AND OTHERS. MORRISON-MAIERLE, INC. ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AS REPRESENTATIONS OF THE CONSTRUCTED IMPROVEMENTS 08/30/24 BFBFBFOOOOOOOOOOOOO O O O O O OOO■■■■■■■■■■■■■■■■OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP OHPOHP OHP OHP OHPFFFFF FTVTVCOESSEEEIIIIIT4935 49344933493249314937 493249334934 49334936 BFBFBFBFBFBFBFBFBFBFBFBFBFBFBF BF BF BF BF BF BF BF BPBPBPBPBPBPBPBPBTBTBTBTB T BT BT BTBTBTBTBTBTBT B T BT BT BT BT BT BT BFBFBFBFSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWSWSWWWWWWWBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG1004934.451CP HUB AND TACK1014936.157CP HUB AND TACK1024935.624CP HUB AND TACK1034933.416CP MAGNAIL2014935.627BC 2" DIA BRASS CAP IN MON BOXBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFCONTROL POINT DATAPOINT NUMBER1100101102103200201NORTHING518169.0190518268.0410518201.6810518391.2410518396.2830518159.8870518168.1770EASTING1573823.24301573415.26701573225.22201573224.09101573417.83901574041.60901573170.9300ELEVATION4930.354934.454936.164935.624933.424920.894935.63DESCRIPTIONCP 2" MDT CONTROL MON J8931 2015CP HUB AND TACKCP HUB AND TACKCP HUB AND TACKCP MAGNAILMON 1" DIA COPPER PLUG MDT 2015 16411LSBC 2" DIA BRASS CAP IN MON BOXCOPYRIGHT 20238/28/2024 3:33 PMC2 CITY OF BOZEMAN FIRE STATION 2 TBD KAGY BLVD, BOZEMAN, MONTANA 59715 EXISTING TOPOGRAPHIC AND UTILITY SURVEY204010200SCALE IN FEETHYDRANT #275BOLT ELEV.=4938.92GENERAL NOTES1.THE PROJECT IS IN A LOCAL COORDINATE SYSTEM.2.BASIS OF BEARING AND COORDINATES:BEARINGS ARE GEODETIC, DERIVED FROM GPSOBSERVATIONS WITH SURVEY-GRADE RECEIVERSAND REFERENCED TO THE MERIDIAN AT WGS84NORTH LATITUDE 45°39'40" AND WEST LONGITUDE111°02'42"3.VERTICAL DATUM: NAVD 884.UTILITIES ARE SHOWN THEIR APPROXIMATELOCATIONS WITHOUT THE BENEFIT OF A "ONE CALL"DESIGN LOCATE, WHICH HAS NOT BEENCOMPLAETED AT THIS TIME. UTILITY LOCATIONSREFLECT OBSERVED SURFACE STRUCTURES,SUPPLEMENTED BY MSU AND CITY OF BOZEMANUTILITY MAPPING.5.FOR BORE HOLE, TEST PIT AND MONITORING WELLDATA, REFER TO "FINAL GEOTECHNICAL REPORT,BOZEMAN FIRE STATION NO. 2, JANUARY 19, 2022" BYALLIED ENGINEERING SERVICES INC.WEST KAGY BOULEVARDSOUTH 7TH AVENUE IMPOUNDLOTHUFFMAN BUILDING(MSU POLICE)engineers surveyors planners scientists MorrisonMaierle LEGENDSAN. SEWER CLEANOUTCONTROL POINT/BENCHMARKELEC. BOX/METERFIRE HYDRANTGAS METERGAS VALVEHYDGVIRRIG. VALVELIGHT POLESTORM DRAIN MANHOLE/VAULTSAN. SEWER MANHOLESTORM DRAIN CURB INLETSIGNTREE-CONIFERTREE-DECIDUOUSTEST PITWATER VALVEWV/////////BPBPBPNGNGNGBUILDINGCULVERTFLOWLINEBACK OF CURB/VERT CURBFENCESTREAMASPHALT EDGESIDEWALK/CONCRETEELEC. LINEGAS LINEELEC. VAULTMANHOLE-ELEC.EXISTING ASPHALTEXISTING CONCRETELEASE AREA BOUNDARYMOLECULAR BEAM BUILDING RETENTION BASINSTORAGE SHEDGEOTECHNICALBORE HOLE (TYP.)2105PROPERTY LINEGRADING /DEMOLITION LIMITSBH-1BH-2BH-4BH-3ISSUE FOR BID16 JAN 23ISSUEDATEDESCRIP.0102/08/23ADD-0202RECORDDRAWINGRECORD DRAWINGS THESE RECORD DRAWINGS INCORPORATE INFORMATION PROVIDED BY THE GENERAL CONTRACTOR AND OTHERS. MORRISON-MAIERLE, INC. ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AS REPRESENTATIONS OF THE CONSTRUCTED IMPROVEMENTS 08/30/24 BFBFOOOOOOOOOOOOO O O O O O OOO■■■■■■■■■■■■■■■■OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP OHPOHP OHP OHP OHPFFFFF FTVTVCOESEEEIIIIIT4935 4934493349324931493249334934 49334936 BFBFBFBFBFBFBFBFBFBFBFBFBFBFBF BF BF BF BF BF BF BF BPBPBPBPBPBPBPBPBTBTBTBTB T BT BT BTBTBTBTBTBTBT B T BT BT BT BT BT BT BFBFBFBFSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWSWSWWWWWWWBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG1004934.451CP HUB AND TACK1014936.157CP HUB AND TACK1024935.624CP HUB AND TACK1034933.416CP MAGNAIL4935.627BC 2" DIA BRASS CAP IN MON BOXBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBF8/29/2024 1:35 PMC3 CITY OF BOZEMAN FIRE STATION 2 TBD KAGY BLVD, BOZEMAN, MONTANA 59715 SITE DEMOLITION PLAN204010200SCALE IN FEETHYDRANT #275BOLT ELEV.=4938.92WEST KAGY BOULEVARDSOUTH 7TH AVENUE IMPOUNDLOTHUFFMAN BUILDING(MSU POLICE)engineers surveyors planners scientists MorrisonMaierle LEGENDSAN. SEWER CLEANOUTCONTROL POINT/BENCHMARKELEC. BOX/METERFIRE HYDRANTGAS METERGAS VALVEHYDGVIRRIG. VALVELIGHT POLESTORM DRAIN MANHOLE/VAULTSAN. SEWER MANHOLESTORM DRAIN CURB INLETSIGNTREE-CONIFERTREE-DECIDUOUSTEST PITWATER VALVEWV/////////BPBPBPNGNGNGBUILDINGCULVERTFLOWLINEBACK OF CURB/VERT CURBFENCESTREAMASPHALT EDGESIDEWALK/CONCRETEELEC. LINEGAS LINEELEC. VAULTMANHOLE-ELEC.REMOVE EXISTINGASPHALTREMOVE EXISTINGCONCRETE9SAWCUTMOLECULAR BEAM BUILDING RETENTION BASINREMOVESTORAGE SHEDGEOTECHNICALBORE HOLE (TYP.)GENERAL NOTES1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITHMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS(MPWSS) AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS,LATEST EDITIONS.2.LOCATIONS OF EXISTING OVERHEAD AND BURIED UTILITIESARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED ONSURFACE STRUCTURES AND ON UTILITY LOCATE INFORMATIONPROVIDED BY OTHERS. THE CONTRACTOR SHALL VERIFY ANDMARK ACTUAL LOCATIONS AND DEPTHS PRIOR TOCONSTRUCTION. THE CONTRACTOR IS SOLELY RESPONSIBLEFOR ANY DAMAGE TO EXISTING UTILITIES, AND SHALL REPAIRANY FACILITIES DAMAGED DURING PERFORMANCE OF THEWORK THAT ARE NOT TO BE ABANDONED.3.PROTECT ALL EXISTING IMPROVEMENTS, INCLUDING TREES TOTHE DRIP LINE, THAT ARE NOT SPECIFICALLY INDICATED FORREMOVAL. IMPROVEMENTS TO REMAIN, IF DAMAGED, SHALLBE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION,AT THE CONTRACTOR'S EXPENSE.4.PIPE TO BE ABANDONED IN PLACE SHALL BE CUT AND CAPPEDAT THE EXCAVATION LIMITS. FOR PIPES GREATER THAN 3INCHES IN DIAMETER, GROUT INTO PIPE A MINIMUM LENGTH OFFOUR PIPE DIAMETERS.5.STRIP AND STOCKPILE TOPSOIL FOR FUTURE USE. ENSURETHAT ALL TOPSOIL AND ORGANICS ARE COMPLETELYREMOVED FROM ANY AREAS OF HARD SURFACING.6.MAINTAIN TRAFFIC CONTROL AND CONSTRUCTION FENCING ATALL TIMES TO KEEP THE PUBLIC FROM ENTERING THECONSTRUCTION AREA. SUBMIT A TRAFFIC CONTROL PLAN TOTHE ENGINEER AND OWNER FOR APPROVAL PRIOR TOCONSTRUCTION.7.WASTE MATERIAL INCLUDING EXCESS TOPSOIL, UNSUITABLESOILS, TRASH, AND DEBRIS SHALL BE REMOVED AND LEGALLYDISPOSED OF.8.SAW CUT ALL EXISTING PAVEMENTS SHORT OF DEMOLITIONLIMITS TO PREVENT DAMAGE TO SURFACES EXPECTED TOREMAIN. PROVIDE "FINISH" SAW CUT JUST PRIOR TO PAVING.9.PRIOR TO EXCAVATION, THE CONTRACTOR SHALL OBTAINAUTHORIZATION UNDER THE MPDES GENERAL PERMIT FORSTORMWATER DISCHARGES ASSOCIATED WITHCONSTRUCTION ACTIVITY, IN ACCORDANCE WITH STATE ANDLOCAL REGULATIONS. THIS AUTHORIZATION REQUIRESSUBMITTING A COMPLETE NOTICE OF INTENT (NOI) PACKAGETO THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY,INCLUDING A STORM WATER POLLUTION PREVENTION PLAN(SWPPP).KEY NOTESREMOVE AND SALVAGE SIGN AND SIGN POSTCOORDINATE WITH UTILITY PROVIDERS REGARDINGREMOVAL, REALIGNMENT AND REPLACEMENT OFELECTRICAL, NATURAL GAS AND COMMUNICATIONSUTILITES AS REQUIRED TO COMPLETE THE WORK.PROTECT LINES THAT WILL BE ACTIVE DURING AND AFTERPROJECT COMPLETION.ADJUST VALVE COVER ELEVATIONS TO MATCH PROPOSEDFINISHED GRADE.213PROTECT CHAIN LINK FENCE,UTILITY VAULT AND LIGHTPOLES (TYP.)REMOVE TREEPROTECTTREESPROTECTMANHOLEPROTECT FIRE HYDRANTAND VALVESCOMMUNICATIONSPEDESTALCOMMUNICATIONSPEDESTALCOMMUNICATIONSPEDESTAL1222REMOVE ANDSALVAGE LIGHTPOLE131COMMUNICATIONSLINES (TYP.)2LEASE AREA BOUNDARYPROPERTY LINEGRADING / DEMOLITION LIMITSCOPYRIGHT 20232105REMOVE UTILITY LINE2SAW CUT AND REMOVE1' MIN. WIDTH OF ASPHALTBH-1BH-2BH-4BH-3ISSUE FOR BID16 JAN 23ISSUEDATEDESCRIP.0102/08/23ADD-0202RECORDDRAWINGRECORD DRAWINGSTHESE RECORD DRAWINGS INCORPORATE INFORMATION PROVIDED BY THE GENERAL CONTRACTOR ANDOTHERS. MORRISON-MAIERLE, INC. ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESSOF INFORMATION PROVIDED BY OTHERS AS REPRESENTATIONS OF THE CONSTRUCTED IMPROVEMENTSREMOVED SIDEWALK AT "NG"UTILITY CROSSING (A.B.)REMOVE SIDEWALK (A.B.)08/30/24 OOOOOOOOOOOOO O O O O O OOOOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHP OHP OHP OHPOHP OHP OHP OHPFFF EESEEETBF BPBPBPBPBPBPBPBPSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWSWSWWWWWWWBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT BT BT BTBTBTBTBTBTBTB T BT BT BT BT BT BTNGNGNGNGNGNGNGNGNG NGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFF4WWSWSWSWSWSWSWSBP BP BP BP NGNGNGNGNGCOCOBWCOCOCOCOSS6W6W6W6W6WSSSSSSS23BC4 5 1.B810 FG 6 9EB.1A 76.8B.2B.81.A 9.2DA.9OOOOOOOO OO O O OOOOOOOOOOOOO O O O O O OOOOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHP OHP OHP OHPOHP OHP OHP OHPFFF EESEEETFINISH FLOORELEVATION = 4935.55FINISH FLOORELEVATION 4935.54BF BPBPBPBPBPBPBPBPSTORM MHRIM=4931.22INV N=4926.94INV S=4926.90SSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWSWSWWWWWWWBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT BT BT BTBTBTBTBTBTBTB T BT BT BT BT BT BTNGNGNGNGNGNGNGNGNG NGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFFKEY NOTESADA SIGN - SEE DETAILS ON SHEET C-6.CONSTRUCT APPROACH PER CITY OF BOZEMAN STD. DRAWING NO. 02529-13. ASPHALT PATCH FROM WEST KAGY BOULEVARD SAWCUT LINE TO EDGEOF NEW CONCRETE.INSTALL 2'X5' CAST IRON DETECTABLE WARNING SURFACE. USE DURALAST DETECTABLE WARNING PLATE AS MANUFACTURED BY EJ GROUP, INC., ORENGINEER-APPROVED EQUAL.ALIGNMENT OF ELECTRICAL, NATURAL GAS AND COMMUNICATIONS UTILITIES WILL BE DETERMINED BY OTHERS (NOT IN CONTRACT). THECONTRACTOR SHALL COORDINATE WITH UTILITY PROVIDERS TO AVOID CONFLICTS WITH THE WORK AND DAMAGE TO EXISTING UTILITIES, AND TOENSURE PLACEMENT OF NEW UTILITIES TO THE APPROPRIATE DEPTH BELOW FINISHED GRADE.CANOPY COLUMNS - SEE ARCHITECTURAL / STRUCTURAL PLANS.BIKE RACK AREA - SEE ARCHITECTURAL PLANS.THE ADDITIVE ALTERNATE (HEATED EXTERIOR SLAB) IS SHOWN FOR THE SIDEWALK SOUTH OF THE EQUIPMENT AREA. BASE BID FOR THIS AREA ISROCK MULCH - SEE LANDSCAPE PLANS.INSTALL CLEANOUTS PER CITY OF BOZEMAN STD. DRAWING NO. 02730-4, OR AS OTHERWISE SHOWN ON THE MECHANICAL PLANS.CONNECT TO EXISTING WATER MAIN AND INSTALL DOMESTIC SERVICE LINE PER CITY OF BOZEMAN STD. DRAWING NO. 02660-12. SEE SHEET C5 FORPLAN AND PROFILE OF ADJACENT FIRE SERVICE IN THE SAME TRENCH. SET DOMESTIC SERVICE PIPE INVERT ELEVATIONS EQUAL TO ADJACENT FIRESERVICE LINE PIPE INVERTS.INSTALL HEAVY-DUTY TRENCH DRAIN WITH NON-SLOPING CHANNELS, BOTTOM DRAIN, INTEGRAL DUCTILE IRON RAILS AND ADA-COMPLIANT GRATE.USE 10" WIDE 9806 POWER DRAIN AS SUPPLIED BY JAY R. SMITH MANUFACTURING CO., OR ENGINEER-APPROVED EQUAL. DISCHARGE AT EAST END TOVERTICAL 4" SCH. 40 PVC PIPE, 90° BEND AND 45° WYE CONNECTION TO 12" PVC STORM DRAIN. TRENCH DRAIN SLOPE AND ELEVATION ARE SPECIFIEDON SHEET C6.EXCAVATE BELOW THE FULL LENGTH OF THE ISOLATOR ROW TO COMPLETELY REMOVE THE NATIVE SILT/CLAY LAYER FOR A MINIMUM TRENCH WIDTHOF 4 FEET, EXPOSING THE NATIVE SANDY GRAVEL (SEE GEOTECHNICAL REPORT). BACKFILL WITH SUB-BASE COURSE MATERIAL UP TO THE SPECIFIEDDESIGN SUBGRADE ELEVATION FOR THE UNDERGROUND CHAMBERS.INSTALL 1,000-GALLON TRAFFIC RATED SAND/OIL SEPARATOR AS MANUFACTURED BY ANDERSON PRECAST & SUPPLY INC., OR ENGINEER-APPROVEDEQUAL. COORDINATE WITH MECHANICAL/PLUMBING PLANS (PIPE INVERT AT BUILDING) TO PROVIDE 2% MIN. SLOPE INTO AND OUT OF SEPARATOR,AND INSTALL GRADE RINGS TO FINISHED GRADE ELEVATIONS PER SHEET C-6 (SITE GRADNG AND DRAINAGE PLAN).PROTECT AT&T FIBER OPTIC LINES. AT&T REQUIRES 18" MIN. CLEARANCE AT UTILITY CROSSINGS, WITH NO EXCEPTIONS. PRIOR TO CONSTRUCTION,FIELD VERIFY EXISTING FIBER ELEVATIONS AT POINT OF CROSSING.CONNECT TO EXISTING SANITARY SEWER MAIN AND INSTALL SANITARY SEWER SERVICE LINE PER CITY OF BOZEMAN STD. DRAWING NO. 02730-2.engineers surveyors planners scientists MorrisonMaierle1324456 8/30/2024 8:10 AMC4 CITY OF BOZEMAN FIRE STATION 2 TBD KAGY BLVD, BOZEMAN, MONTANA 59715 SITE AND UTILITIES PLAN GENERAL NOTES1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS), SIXTH EDITION, AND CITY OFBOZEMAN MODIFICATIONS TO MPWSS, LATEST EDITION.2.FOR BORE HOLE, TEST PIT AND MONITORING WELL DATA, REFER TO "FINAL GEOTECHNICAL REPORT, BOZEMAN FIRE STATION NO. 2, JANUARY 19, 2022"BY ALLIED ENGINEERING SERVICES INC.3.UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. UTILITY LOCATIONS REFLECT OBSERVED SURFACE STRUCTURES, SUPPLEMENTED BY MSUAND CITY OF BOZEMAN UTILITY MAPPING.4.LOCATIONS OF EXISTING OVERHEAD AND BURIED UTILITIES SHALL BE VERIFIED AND MARKED UNDER THE DIRECTION OF THE CONTRACTOR PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES AND SHALL REPAIR ANY FACILITIESDAMAGED DURING PERFORMANCE OF THE WORK.5.BEFORE WORKING IN THE PUBLIC RIGHT-OF-WAY, THE CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS, PROVIDE TRAFFIC CONTROL ANDSCHEDULE ROAD CLOSURES, ALL IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS AND PERMIT REQUIREMENTS.6.REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL SITE INFORMATION AND DETAILS.7.CONCRETE CONTRACTION JOINTS IN SIDEWALKS SHALL BE EQUALLY SPACED AT A DISTANCE EQUAL TO THE SIDEWALK WIDTH. REPLACECONTRACTION JOINTS WITH EXPANSION JOINTS AT A 32-FOOT MAXIMUM SPACING. LARGER SLABS OR SIDEWALKS SHALL HAVE CONTRACTION JOINTSAT A MAXIMUM SPACING OF 8 FEET IN BOTH DIRECTIONS. BEFORE PLACING ANY CONCRETE, PROVIDE SCALE DRAWING OF PROPOSED EXPANSIONAND CONTRACTION JOINT PATTERN FOR ENGINEER'S REVIEW AND APPROVAL.8.USE THE FOLLOWING MATERIALS FOR STORM DRAIN PIPE:-SMALLER THAN 8" DIAMETER: USE SCH 40 PVC-8" TO 12" DIAMETER: USE SDR 35 PVC-LARGER THAN 12" DIAMETER: USE DOUBLE-WALL POLYPROPYLENE, "HP-STORM" OR ENGINEER-APPROVED EQUAL9.STORM DRAIN STRUCTURES SHALL COMPLY WITH CITY OF BOZEMAN STANDARD DETAILS AS FOLLOWS:-MANHOLE - STD. DRAWINGS #02720-3 AND #02720-4 (4' DIA. UNLESS NOTED OTHERWISE).-DROP INLET, 2' DIA. - STD. DRAWING #02720-2-CURB INLET (2'X3') - STD. DRAWING #02720-1A-CURB INLET (3' DIA.) - STD. DRAWING #02720-1B10.MANHOLES, DRY WELLS AND DROP INLETS NOTED AS "GRATE EL.= XX.XX" SHALL HAVE OPEN GRATE (SLOTTED) COVERS; THOSE NOTED AS"RIM EL.= XX.XX" SHALL HAVE SOLID COVERS.11.FOR CLARITY, PROPOSED ELEVATIONS WERE TRUNCATED TO TWO PLACES LEFT OF THE DECIMAL.WEST KAGY BOULEVARDEXISTING HUFFMAN BUILDING(MSU POLICE)RETENTIONPOND BOZEMAN FIRE STATION NO. 2EXISTING MOLECULAR BEAM BUILDING EXISTINGIMPOUND LOTISOLATOR ROW12 23333CURB INLET #1 (3" DIA.)TBC = 32.2012" INV. (SW) = 12" INV. (SE) = 29.16DROP INLET #1 (2' DIA.)GRATE EL. = 33.9012" INV. (NE) = 31.06CURB INLET #2 (2'x3')TBC = 32.7212" INV. (W) = 28.98CURB INLET #3 (2'x3')TBC = 33.5012" INV. (W) = 30.50SD MH #1RIM EL. = 32.708" INV. (SW) =12" INV. (NW) = 12" INV. (E) = 28.5824" INV. (S) = 28.50DRY WELLGRATE EL. = 34.00136 LF - 12" SD @ 1.40%72 LF - 12" SD @ 0.80%47 LF - 12" PVC @ 1.40%4" DI DOMESTICWATER SERVICE6" DI FIRE WATER SERVICE(SEE SHEET C-5)FD TRAININGFIRE HYDRANTSAND/OIL SEPARATOR4" CLEANOUT(TYP.)4" SAN. SEWER SERVICE@ ±3.80% MIN. (TYP.)GASMETERCONCRETE SLAB(ELECTRICAL EQUIPMENT AREA)UTILITY SERVICES(BY OTHERS)10 LF - 12" SD @ 4.00%CONNECT TOEXISTINGWATER MAINCONNECT TOEXISTING SEWER MAIN8" INV. = 25.4±4" INV. = 26.1±UNDERGROUND RETENTION:THREE ROWS OF 11 CHAMBERSVOLUME = 2,225 CU. FT.BOTTOM OF CHAMBERS ELEV. = 28.50MAX. DESIGN SUBGRADE ELEV. = 28.0060 LF - TRENCH DRAIN@ 1.00%10 LF - 12" PVC @ 4.0%67 LF - 12" PVC @ 2.40%DROP INLET #2 (2' DIA.)GRATE EL. = 33.80 12"INV. (E) = 30.77INSPECTION PORT (TYP.)SD MH #2RIM EL. = 33.2412" INV. (E) = 30.1012" INV. (W) = 12" INV. (N) = 29.16SEPARATION FENCE - SEEARCHITECTURAL PLANSEQUIPMENT SCREENING FENCE- SEE ARCHITECTURAL PLANS8" DIA. BOLLARD (TYP. - SEEARCHITECTURAL PLANS)TYPE 1 ASPHALT PAVEMENT(LIGHT DUTY) *TYPE 2 ASPHALT PAVEMENT(HEAVY DUTY) *TYPE 1 CONCRETE SECTION(LIGHT DUTY) *TYPE 2 CONCRETE SECTION(MEDIUM DUTY)*TYPE 3 CONCRETE SECTION(HEAVY DUTY) *TYPE 4 CONCRETE SECTION(HEATED EXTERIOR SLAB) *6" DIA. BOLLARD(TYP. - 10 TOTAL)56LIGHT POLE (TYP.)FLAG POLE(TYP. OF 3)PROPOSED LANDSCAPE EDGING (TYP.)SAN. SEWER CLEANOUTCONTROL POINT/BENCHMARKELEC. BOX/METERFIRE HYDRANTGAS METERGAS VALVEHYD IRRIG. VALVELIGHT POLESTORM DRAIN MANHOLE/VAULTSAN. SEWER MANHOLESTORM DRAIN CURB INLETSIGNTREE-CONIFERTREE-DECIDUOUSTEST PITWATER VALVE//////BPNGBUILDINGCULVERTFLOWLINEBACK OF CURB/VERT CURBFENCESTREAMASPHALT EDGESIDEWALK/CONCRETEELEC. LINEGAS LINEELEC. VAULTMANHOLE-ELEC.LEASE LINEPROPERTY LINEGRADING SURFACE BOUNDARYLEGENDCOPYRIGHT 20232105* NOTE : SEE SHEET C8 FOR TYPICAL PAVEMENT SECTIONS879788" CLEANOUTINV. = 29.50899INSTALL SALVAGED LIGHT POLE- SEE ELECTRICAL PLANSCONCRETE SLAB(TRANSFORMER)12" WIDE SIDEWALKCHASE (SEE SHEET C6)ELECTRICAL PEDESTAL(TYP. - 7 TOTAL)CONCRETE SLAB AND MAILBOX(SEE ARCHITECTURAL PLANS)101045° BENDINV. = 29.06WYE, INV. = 29.50(SEE MECH./PLUMBING PLANS)CLEANOUT, INV. = 29.50 (SEE MECH./PLUMBING PLANS)56 LF - 8" SDR 35 PVC @ 1 .61% FLUSH CURB FOR SNOW REMOVAL (SEE SHEET C6)1111INFRASTR. REVIEW27 JAN 23ISSUEDATEDESCRIP.0103/01/23COMMENTRESPONSE204010200SCALE IN FEET1212REPLACE SALVAGED SIGN W11-2 ("PEDESTRIANCROSSING" SYMBOL) ABOVE SALVAGED SIGNW16-9P ("AHEAD" TEXT) PER MUTCDREPLACE SALVAGED SIGN R4-7c("KEEP RIGHT" SYMBOL) PER MUTCDINSTALL NEW SIGN R10-7 ("DO NOTBLOCK INTERSECTION") PER MUTCDINSTALL NEW SIGN W11-8(FIRE TRUCK SYMBOL) PER MUTCD131313CROSSING OFEXISTING AT&TFIBER OPTIC LINESCROSSING OFEXISTING AT&TFIBER OPTIC LINES98WYE AND45° BEND4" SAN. SEWER SERVICE@ 2.00% MIN. (TYP.)45° BENDINV. = 28.0014141414AB: EDGE OFNEW ASPHALT26.32 (A.B.)(AS-BUILT LOCATION)27.41 (A.B)INV = 28.89 (A.B.)SSSSSSS(7' X 7' A.B.)(A.B. LOCATION)(A.B. LOCATION)NO CONCRETE (A.B.)AB: FENCE LOCATIONAB: CONC. SLABAND EQUIPMENTLOCATIONSCONVAULTGENERATOR ACCESS STAIRSFUEL PEDESTALHOSE SPOOLDOCKINGSTATIONTOP OF 4" SEWER = 3.4' CLEAR BELOW LOWEST FIBER OPTIC LINE (A.B.)5' DIA. (A.B.)CONCRETE SLAB:1.UNDER CONVAULT: 20' x 10' x 12" THICK,WITH #5 BARS @ 9" O.C. EACH WAY,CENTERED IN SLAB.2.UNDER GENERATOR AND FUTUREGENERATOR TO EAST: 26'-8" x 20'-3" x8" THICK, WITH #5 BARS @ 12" O.C.EACH WAY, CENTERED IN SLAB.3.ALL OTHER AREAS: 6" THICK SLAB WITH#4 BARS @ 12" O.C., CENTERED IN SLAB.FOFO FO FO FO FO FOFO FOBPBPBPBP 02RECORDDRAWINGRECORD DRAWINGS THESE RECORD DRAWINGS INCORPORATE INFORMATION PROVIDED BY THE GENERAL CONTRACTOR AND OTHERS. MORRISON-MAIERLE, INC. ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AS REPRESENTATIONS OF THE CONSTRUCTED IMPROVEMENTSREMOVE AND REPLACE SIDEWALKAT "NG" UTILITY CROSSING (A.B.)FOREMOVE AND REPLACE SIDEWALK (A.B.)08/30/24 O O SSSSSS S W W W W W NG NG NG NG NGBTB T BT BT BT BT BT BT BF BF BF BF BF BF BF BF BF BF BF BF BF BF 0+00 0+10 0+200+300+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+284W4W4WBPBPBPBPBPBPBPBP 6W6W6W6W6W6W6W6W6W6W6W4920492549304935494049204925493049354940EG-4934.330+00EG-4934.43 EG-4934.510+20EG-4934.56 EG-4934.670+40EG-4934.79 EG-4935.210+60EG-4935.72 EG-4935.540+80EG-4935.29 EG-4935.351+00EG-4935.14 EG-4934.951+20EG-4934.891+28N:\2200\050 - COB FIRE STATION 2\ACAD\CIVIL\SHEETS\2200-050_FIRE SERVICE PLAN.DWG August 30, 2024 4" CL 51 DI FIRESERVICE LINE6" CL 51 DI FIRE SERVICE LINE (4" CL51 DI DOMESTIC SERVICE IN SAMETRENCH)10205100SCALE IN FEET0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET24485101020EXISTING 5' SIDEWALKFINISHED GRADESTA. ±1+28 CONNECT TO EXISTING10" D.I. WATER MAIN WITH 6"x10"TAPPING SLEEVE AND 6" GATE VALVEFIRE SERVICE LINESTA. ±1+28 CONNECT TO EXISTING10" D.I. WATER MAIN WITH 6" TAPPING TEE AND6" GATE VALVESTA. 00+03.70EXTERIORBUILDING WALL4" CL 51 DI DOMESTICSERVICE LINESTA. ±1+28 CONNECT TO EXISTING10" D.I. WATER MAIN WITH 4"x10"TAPPING SLEEVE AND 4" GATE VALVEEXISTING GROUNDINSTALL OS&Y VALVE PER COB STD. DWG. NO 02660-13SEE FIRE PROTECTION PLANS FOR CONNECTION DETAILS6.5' MIN. COVER STA. 00+03.70EXTERIOR BUILDING WALLF.F. = 35.00SEE MECHANICAL \ FIREPROTECTION PLANS8/30/2024 10:16 AMC5 CITY OF BOZEMAN FIRE STATION 2 TBD KAGY BLVD, BOZEMAN, MONTANA 59715 FIRE SERVICE LINE PLAN AND PROFILE engineers surveyors planners scientists MorrisonMaierle STA. 0+37.00, 3.00' RT.FIRE HYDRANT ASSEMBLY(TRAINING HYDRANT)STA. 0+68.71KAGY BOULEVARDRIGHT-OF-WAYSTA. 0+36.006"x4" REDUCERCOPYRIGHT 202321056.5' MIN. COVERSTA. 0+37.00 6" TEE AND FIREHYDRANT ASSEMBLY (HIGH POINT INSERVICE LINE)EXISTING8" SANITARY SEWER1.5' MIN. CLEARGENERAL NOTES1. All construction work on this project shall be completed in accordance with MontanaPublic Works Standard Specifications, Sixth Edition, April 2010 MPWSS and City ofBozeman Modifications to the Montana Public Works Standard Specifications, SixthEdition, March 2011, including all addendums.2. The Contractor shall restore all roadway/curb & gutter/sidewalk surfaces to equal orbetter condition than existed prior to excavation, as determined by Owner and theEngineer.3. The location, depth and size of existing utilities shown on these plans is approximate.The Contractor shall field verify the existence, location, depth, size, line and grade ofexisting utilities/connections prior to construction. The Contractor shall be solelyresponsible for any damage to the existing facilities due to failure to locate or provideproper protection when location is known.4. The contractor shall adjust all valve boxes, curb boxes, and manholes to final gradeupon completion of all construction. Any boxes or manholes damaged or otherwisedisturbed by the contractor or any subcontractor shall be repaired at the expense of thecontractor. This work shall be incidental to the project, separate payment will not bemade.5. Access for other contractors working on the site and emergency vehicles shall bepreserved at all times.6. The contractor shall notify One Call @ 1-800-424-5555 for onsite utility location. Allexisting utilities shall be marked before digging.7. The Contractor shall notify the Water Department a minimum of 24 hours prior tobeginning any work.8. All existing or new valves which control the COB's water supply shall be operated byCOB personnel only.9. Contractor shall field verify line and grade of existing connections.10. Contractor to preserve all existing survey monuments. Any survey monument disturbedor destroyed with out Engineers approval to be replaced at contractors expense.QUANTITY SCHEDULE (FIRE SERVICE)FLUSHING REQUIREMENTSACCORDING TO THE NFPA 24, A FLOW RATE OF 390 GALLONS PER MINUTE (GPM) ISREQUIRED FOR THE FLUSHING OF A 4-INCH FIRE SERVICE LINE, AND A FLOW RATE OF880 GPM IS REQUIRED FOR THE FLUSHING OF A 6-INCH FIRE SERVICE LINE. THEINSTALLING CONTRACTOR MUST PROVIDE AN ORIFICE SIZE OF AT LEAST 2.0 INCHES TOMEET THIS REQUIREMENT, GIVEN THE CURRENT PARAMETERS OF THE SYSTEM.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW TEST DATA ANDPREPARING HYDRAULIC CALCULATIONS.SYSTEM CLASSIFICATION CLASS 1 SYSTEM*ALL ITEMS NOT NOTED CONSIDERED INCIDENTAL TO WORK11. Contractor may waste excess material at location designated by owner or haulmaterial off site.12. All valves shall be installed with thrust blocking, and valve boxes in accordance withC.O.B. modifications and C.O.B. detail 02660-3.13. All fittings including bends greater than 11-1/4 degrees, tees and plugs requiring thrustblocking shall be installed in conformance with C.O.B. Modifications and MPW detail02660-1.14. 6-inch fire service line shall be installed in accordance with C.O.B.'s Fire Service LineStandard (Std. Dwg. No. 02660-13). These plans are for construction of the 6" fireservice from the existing water main to the OS&Y valve in the building.15. The fire service line shall be installed, chlorinated and tested to a minimum of 200 psiby a single Contractor. Morrison-Maierle, Inc. shall provide construction observationand prepare the record drawings and certificate of inspection for fire service lineinstallation. Contractor shall fill out and submit "Contractor's Material and TestCertificate For Underground Piping".16. Datum used is the City of Bozeman Datum.17. City of Bozeman to operate all valves and shall make tap of existing main. Contractorshall expose main, provide and install tapping tee and valve.18. A preconstruction conference shall be required prior to the start of construction. Nochanges may be made to these plans without the approval of City Engineering and/orthe City Water/Sewer Superintendent.19. Contractor is responsible for obtaining street cut permits prior to construction.Contractor shall backfill/install base material/slurry per street cut permit and/or asrequired by City of Bozeman Engineering. Asphalt pavement thickness shall be4 inches minimum placed in two lifts, and shall be increased as required to meet orexceed the existing pavement thickness.20. The Contractor shall restore all landscaping/irrigation disturbed or damaged duringconstruction. Seed all disturbed areas with same type turf seed.PROPOSED FIBER OPTIC LINE (BYOTHERS)PROPOSED FIBER OPTICLINE (BY OTHERS)WEST END OFPROPOSED 5' SIDEWALKKEY NOTESINSTALL FIRE HYDRANT ASSEMBLY PER CITYOF BOZEMAN STD. DRAWING NO. 02660-4.INSTALL GATE VALVES AT ±STA. 1+22, SOVALVE BOX IS 3' MIN. FROM EDGE OF ASPHALT.11RETENTION POND6" CL 51 DI FIRESERVICE LINE2' CURB AND GUTTER1KAGY BOULEVARD RIGHT-OF-WAYEXISTING TELEPHONE/COMM.LINEEXISTINGGAS LINESTA.0+34.004" GATE VALVESTA. 0+34.004" GATE VALVE4" CL 51 DI FIRE SERVICE LINE (4" CL51 DI DOMESTIC SERVICE IN SAMETRENCH)STA. 0+36.00 6"x4"REDUCERINFRASTR. REVIEW27 JAN 23ISSUEDATEDESCRIP.0103/01/23COMMENTRESPONSESTA.0+37.006" TEE2222EXISTING10" WATER MAINEXISTING FIBEROPTIC LINES1.5' MIN. CLEAR45° VERT. BEND45° VERT. BEND90° VERT. BENDLOWER FIRE AND DOMESTIC WATERSERVICES UNDER EXISTING FIBER OPTICLINES AND SANITARY SEWER MAIN45° VERT. BENDINSTALL DOMESTIC WATER SERVICE INCOMMON TRENCH WITH FIRE SERVICE LINE.INSTALL DOMESTIC SERVICE LINE PER CITY OFBOZEMAN STD. DRAWING NO 02660-12.LOWER WATER SERVICES PER CITY OFBOZEMAN STD. DRAWING NO. 02660-11.34INV = 27.16 (A.B.)INV = 27.16 (A.B.)INV = 23.70 (A.B.)6" FIRE : 2.58' CLR (A.B.)4" DOMESTIC : 2.75' CLR (A.B.)34NOT APPLICABLE (A.B.)VALVE INSTALLED SOUTH OF CURB (A.B.)VALVE INSTALLED SOUTH OF CURB (A.B.)VALVE INSTALLED SOUTH OF CURB (A.B.)02RECORDDRAWINGRECORD DRAWINGS THESE RECORD DRAWINGS INCORPORATE INFORMATION PROVIDED BY THE GENERAL CONTRACTOR AND OTHERS. MORRISON-MAIERLE, INC. ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AS REPRESENTATIONS OF THE CONSTRUCTED IMPROVEMENTS 08/30/246" FIRE : 1.35' CLEAR (A.B.)4" DOMESTIC : 1.55' CLEAR (A.B.) 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UTILITYLOCATIONS REFLECT OBSERVED SURFACE STRUCTURES,SUPPLEMENTED BY MSU AND CITY OF BOZEMAN UTILITY MAPPING.4.LOCATIONS OF EXISTING OVERHEAD AND BURIED UTILITIES SHALLBE VERIFIED AND MARKED UNDER THE DIRECTION OF THECONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALLBE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIESAND SHALL REPAIR ANY FACILITIES DAMAGED DURINGPERFORMANCE OF THE WORK.5.REMOVE SURPLUS TOPSOIL AND ALL SUBSOIL AND WASTEMATERIAL, AND LEGALLY DISPOSE OF IT OFFSITE. CLEAN EXISTINGCONCRETE AND ASPHALT SURFACES OF MUD AND OTHER DEBRISAT PROJECT COMPLETION.6.BEFORE WORKING IN THE PUBLIC RIGHT-OF-WAY, THE CONTRACTORSHALL OBTAIN THE NECESSARY PERMITS, PROVIDE TRAFFICCONTROL AND SCHEDULE ROAD CLOSURES, ALL IN ACCORDANCEWITH STATE AND LOCAL REGULATIONS AND PERMITREQUIREMENTS.WEST KAGY BOULEVARDIMPOUNDLOTEXISTINGHUFFMAN BUILDING(MSU POLICE)HEAVY-DUTYTRENCH DRAINDROP INLET #1GRATE EL. = 34.00CURB INLET #4TBC = 33.20SD MH #1RIM ELEV. = 32.72CURB INLET #1TBC = 32.82OVERFLOW SWALE6" PVCUNDERGROUND RETENTION /INFILTRATION FACILITYBOZEMAN FIRE STATION NO. 2F.F.= 35.00MOLECULAR BEAM BUILDINGDRY WELLCURB INLET #2TBC = 33.50COPYRIGHT 20232105HYDSTORM DRAIN MANHOLESTORM DRAIN CURB INLETFIRE HYDRANTWWATER LINESDSTORM DRAIN LINESSSSSANITARY SEWER LINELEGEND//////BP BUILDING CULVERT FLOWLINE BACK OF CURB/VERT CURB FENCE STREAM ASPHALT EDGE SIDEWALK/CONCRETE ELEC. LINENGW GAS LINE WATER LINEEXISTINGPROPOSEDSAW CUT LINESITE LIGHTINGPEDESTRIAN LIGHTINGBPBURIED FIBER LINENGBURIED GAS LINEBFBURIED GAS LINECURB AND GUTTERTCATCH CURBSPILL CURBTRANSITIONCURB (T)F.F.= ±35.54T.O.S. = 34.60RIDGE LINERI D G E L I N EDROP INLET #2GRATE EL. = 33.80SD MH #2RIM ELEV. = 33.25KEY NOTESINSTALL 12" WIDE SIDEWALK CHASE PER CITY OF BOZEMAN STD.DRAWING NO. 02529.14.INSTALL 60 L.F. HEAVY DUTY TRENCH DRAIN PER SHEET C4.STRAIGHT-GRADE AT 1.00% SLOPE FROM WEST END (TOP OFGRATE ELEV. 33.56) TO EAST END (TOP OF GRATE ELEV. = 32.96).AT WEST END, CAST INTO AND THROUGH CURB & GUTTER, WITHCURB CUT (FLUSH CURB) AT TRENCH DRAIN LOCATION. REMOVEWEST END CAP, AND GRADE TO DRAIN ROCK MULCH/EQUIPMENTAREA DIRECTLY INTO OPEN WEST END OF TRENCH DRAIN.INSTALL DROP CURB FOR DRIVEWAYS PER CITY OF BOZEMAN STD.DRAWING NO. 02528-1 (SEE SHEET C7).212LANDSCAPEEDGINGLANDSCAPE EDGING3GRADING LIMITSRIDGE LINE FLUSH CURB FOR SNOW REMOVAL 3 GRADE BREAK LINESIDEWALK CHASET.O.S. = 34.751SEE DETAIL5C8>>FLOW LINESURFACE RETENTION POND:OVERFLOW ELEV. = 34.40BOTTOM ELEV. = 34.00MIN. REQ'D VOLUME = 40 CU. FT.ISSUE FOR BID16 JAN 23ISSUEDATEDESCRIP.0102/08/23ADD-02204010200SCALE IN FEET02RECORDDRAWINGRECORD DRAWINGSTHESE RECORD DRAWINGS INCORPORATE INFORMATION PROVIDED BY THE GENERAL CONTRACTOR ANDOTHERS. MORRISON-MAIERLE, INC. ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESSOF INFORMATION PROVIDED BY OTHERS AS REPRESENTATIONS OF THE CONSTRUCTED IMPROVEMENTSC:\Users\Mvanheterenfreeze\Downloads\PE stamp 8-30-24.jpg08/30/24 VANACCESSIBLERESERVEDPARKING$100 FINEPERMIT REQUIREDVAN ACCESSIBLE PARKINGSPACE SIGN ASSEMBLY$100 FINEPERMIT REQUIRED12"$100 FINE PLAQUE DETAILNOTES:1.SIGNS MAY ALSO BE MOUNTED ON BUILDING FACE AS APPLICABLE AND APPROVED BY OWNER.2.SIGNS SHALL BE MOUNTED TO POST OR BUILDING USING NEOPRENE, FIBROUS, OR OTHERAPPROVED NON-METALLIC WASHERS.R7-8NA(NO ARROW)12" x 18"R7-8A12" x 6""$100 FINE"PLAQUE12" x 6"WHITEBACKGROUNDSIGN BLANK & BORDERSAME AS R7-8A1.5" GREENSERIES DLETTERS1" GREENSERIES DLETTERS1.5"1.0"0.5"1.5"1.5"6"1"6"1"18"12"SUPPORT AND CORRESPONDING ANCHORSUPPORTANCHORTUBESIZEWEIGHTWALLTHICKNESSTUBESIZEWEIGHTWALLTHICKNESS2" X 2"2.42 LB / FT0.105"(12 GAUGE)2-1/2" X 2-1/2"18.4 LB / EA0.188"(7 GAUGE)NOTES:1.STEEL POSTS SHALL BE HOT-DIPPED IN GALVANIZED ZINC COATING AND FINISHEDWITH CONVERSION COATING AND A CLEAR ORGANIC TOP COAT.2.WHEN FASTENING POST TO ANCHOR, INSERT CORNER BOLT HEAD FROM OPPOSITESIDE OF EXPECTED IMPACT. INSERT DRIVE RIVET INTO OPPOSITE SIDE FORADDITIONAL STABILITY.3.ALTERNATE CRASH TESTED AND APPROVED BREAKAWAY DEVICES MAY BE USED ASAN OPTION AS APPROVED BY THE ENGINEER.2" (MAX)2'-6"4"1'-0"7/16" DIA HOLES SPACEDONE INCH (1") ON-CENTERGROUNDLEVELINSERT SIGN POST18" INTO ANCHOR2-1/2" OR 3" SQUARE,NON-PERFORATEDSTEEL HEAVY DUTYBREAKAWAY ANCHORCONCRETE FOUNDATION(CLASS M-3000 MINIMUM &1' DIA x 2'-6" MINIMUM)NATIVE GROUND2" OR 2-1/2" SQUARE PERFORATEDGRADE 50 STEEL POSTSHIMS ARE NOT TO BE USEDFASTEN POST TO ANCHOR WITH 5/16" STEEL(STAINLESS OR ZINC PLATED) CORNER BOLT,FLAT WASHER, & NUT (SEE NOTE 2 BELOW)2-1/2" X 2-1/2"3.14 LB / FT0.105"(12 GAUGE)3" X 3"23.0 LB / EA0.188"(7 GAUGE)8/30/2024 10:13 AMC7 CITY OF BOZEMAN FIRE STATION 2 TBD KAGY BLVD, BOZEMAN, MONTANA 59715 SITE AND UTILITY DETAILS engineers surveyors planners scientists MorrisonMaierle ACCESSIBLE PARKING SIGN DETAILSINGLE SQUARE TUBE BREAKAWAY SIGN POST INSTALLATION DETAIL28"MINIMUM24"MINIMUM*******BLUE PAINTWHITE PAINT - STROKE WIDTH = 3" (MIN.)REFER TO "STANDARD HIGHWAY SIGNS, 2004EDITION" APPENDIX (PAGE 6-31) FORHANDICAPPED SYMBOL DESIGN***ACCESSIBLE PARKINGPAVEMENT MARKINGSYMBOL48" DRY WELL SCALE: N.T.S.NOTES:1.EXCAVATE BASE AREA TO MIMINUM DIMENSIONS PERPLAN 8'-0" X 8'-0" CENTERED ON THE DRY WELL, AND1.5 (MIN.):1 CUT SLOPES OR AS OTHERWISEREQUIRED TO MEET OSHA STANDARDS. PLACENON-WOVEN GEOTEXTILE FABRIC IN THE BOTTOMAND SIDES OF THE EXCAVATION, AND INSTALL THEDRY WELL. BACKFILL WITH ¾” TO 3” CRUSHED,WASHED ANGULAR STONE TO 18” BELOW FINISHEDGRADE. ROCK FILL SHALL BE FULLY WRAPPED INGEOTEXTILE ON BOTTOM, SIDES AND TOP WITH 12”MINIMUM OVERLAP.2.NON-WOVEN GEOTEXTILE FABRIC FOR DRY WELLSHALL BE GEOTEX 601 AS MANUFACTURED BYPROPEX GEOSYNTHETICS AND SUPPLIED BYROSCOE STEEL, OR ENGINEER-APPROVED EQUAL.3.DRY WELL SHALL BE 48” DIAMETER CONCRETE WITHFLAT TOP AND SLOTTED BARREL SECTIONS ASMANUFACTURED BY ANDERSON PRECAST & SUPPLY,OR ENGINEER-APPROVED EQUAL. BASE SLAB SHALLHAVE 36” TO 48” DIAMETER OPENING THROUGH THECENTER.ELEV. PER PLANSIDE VIEWTOP VIEW4'11" MIN.4'4'36" DIA. HOLE10"BASE48" DIA.3" TALL X 12" WIDE SLOTS 4ROWS OF 3 EACH FOR TOTALOF 12.FRAME AND SOLID COVER WITHLOCKING LID, PER CITY OFBOZEMAN DESIGN STANDARDSPRE-CASTCONCRETESECTIONSSTEPS4" MIN.GRAVELBEDDINGNON-WOVEN GEOTEXTILE, ONUNCOMPACTED, SCARIFIED NATIVE SANDYGRAVEL SOIL (REFER TO GEOTECHNICALREPORT FOR APPROXIMATE DEPTH)DRY WELLBOTTOM OF DRY WELLEXCAVATION LIMITS(SEE NOTE 1)CLEANOUT BOX - LANDSCAPE AREASSCALE: N.T.S.NOTE:TOTAL WIDTH OF LOADING AREA PLUS ANY ADJACENT ADA PARKING SPACE SHALL BE A MINIMUM OF 16 FEET.COPYRIGHT 20232105ISSUE FOR BID16 JAN 23ISSUEDATEDESCRIP.0102/08/23ADD-0202RECORDDRAWINGRECORD DRAWINGS THESE RECORD DRAWINGS INCORPORATE INFORMATION PROVIDED BY THE GENERAL CONTRACTOR AND OTHERS. MORRISON-MAIERLE, INC. ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AS REPRESENTATIONS OF THE CONSTRUCTED IMPROVEMENTS 08/30/24 OOOOOOOOOOOOOOOOBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTSDSDSDSDSDSD>>>>>>>>>>>>>>>33.5734.9834.9834.9234.9534.8434.7934.6334.5434.3434.1933.9934.0234.9834.9834.7834.6735.0034.7534.67FL=33.70FL=34.70FL=34.20FL=33.80FL=34.2034.4034.5034.5034.7534.7734.2034.4034.4034.1034.4034.40FL=34.4034.9834.8334.9434.8535.0035.48SW=34.65FL=34.15FL=34.20SW=34.60FL=34.1035.4234.7834.8234.7634.5734.4834.50>FL=34.3034.7134.6034.2734.2434.8434.6034.30FL=34.008/30/2024 10:11 AMC8 CITY OF BOZEMAN FIRE STATION 2 TBD KAGY BLVD, BOZEMAN, MONTANA 59715 PAVING AND MISCELLANEOUS DETAILS engineers surveyors planners scientists MorrisonMaierle ASPHALT1½" MINUS CRUSHED BASE COURSESUB-BASE COURSELIGHT DUTY ASPHALT SECTION (TOTAL SECTION THICKNESS = 21")·3" ASPHALTIC CONCRETE, GRADE B, COMPACTED TO 93% RICE·6" OF 1-1/2" MINUS TYPE A CRUSHED BASE COURSE COMPACTED TO 95%RELATIVE COMPACTION·12" OF 6" MINUS SUB-BASE COURSE COMPACTED TO 95% RELATIVECOMPACTION PER AASHTO T-99.·SUBGRADE, TOP 6" SCARIFIED AND COMPACTED TO 95% RELATIVECOMPACTION PER AASHTO T-99.HEAVY DUTY ASPHALT SECTION (TOTAL SECTION THICKNESS = 28")·4" ASPHALTIC CONCRETE, GRADE B, COMPACTED TO 93% RICE (TWO LIFTS)·6" OF 1-1/2" MINUS TYPE A CRUSHED BASE COURSE COMPACTED TO 95%RELATIVE COMPACTION·18" OF 6" MINUS SUB-BASE COURSE COMPACTED TO 95% RELATIVECOMPACTION PER AASHTO T-99.·SUBGRADE, TOP 6" SCARIFIED AND COMPACTED TO 95% RELATIVECOMPACTIONPER AASHTO T-99.INSTALL 315 LB. WOVENGEOTEXTILE FABRIC, MIRAFI600X OR APPROVED EQUAL.COMPACTED SUBGRADE3" RIGID INSULATIONRADIANT HEAT TUBING(SEE MECHANICAL PLANS)6" MIN. BASE COURSEVARIESM-4000 CONCRETE PERMPWSS, 6" THICK#4 BARS A@ 12" O.C.EACH WAYCOPYRIGHT 20232105T.O.S. = 34.60T.O.S. = 34.75DROP INLET #1GRATE EL. = 34.00ISSUE FOR BID16 JAN 23ISSUEDATEDESCRIP.0102/08/23ADD-0202RECORDDRAWINGRECORD DRAWINGS THESE RECORD DRAWINGS INCORPORATE INFORMATION PROVIDED BY THE GENERAL CONTRACTOR AND OTHERS. MORRISON-MAIERLE, INC. ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AS REPRESENTATIONS OF THE CONSTRUCTED IMPROVEMENTS34.65 A.B.34.70 A.B.34.65 A.B.34.56 A.B.34.70 A.B.34.65 A.B.NOTE:AS-BUILT CONCRETE SLABS WERE REPLACEDWITH A SINGLE SLAB AS SHOWN ON SHEET C4.TOP OF SLAB ELEVATIONS WERE NOT VERIFIED.TRANSITION CURB (A.B.)STD. CURB (A.B.)FLUSH CURB (A.B.)08/30/24 8/30/2024 10:08 AMC9 CITY OF BOZEMAN FIRE STATION 2 TBD KAGY BLVD, BOZEMAN, MONTANA 59715 UNDERGROUND STORAGE DETAILS ISSUEDATEDESCRIP.engineers surveyors planners scientists MorrisonMaierleNOT TO SCALESC-740 ISOLATOR ROWINSPECTION PORTNOT TO SCALESTORMTECH SC-740, TYPICAL SECTIONS, MATERIALS, AND INSTALLATION REQUIREMENTSACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMSPLEASE NOTE:1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4(AASHTO M43) STONE".2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FORSPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS.NOTES:1.SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTMF2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", ORASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".2.SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTMF2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OFTHERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTIONCHAMBERS".3."ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIALLOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTIONREQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS.4.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THEBEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THESUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITHCONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURECONDITIONS.5.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THEEXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATIONWALLS.6.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED INLAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASESOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OFLAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.MATERIAL LOCATIONDESCRIPTIONAASHTO MATERIALCLASSIFICATIONSCOMPACTION / DENSITYREQUIREMENTDFINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTSFROM THE TOP OF THE 'C' LAYER TO THE BOTTOMOF FLEXIBLE PAVEMENT OR UNPAVED FINISHEDGRADE ABOVE. NOTE THAT PAVEMENT SUBBASEMAY BE PART OF THE 'D' LAYERANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PERENGINEER'S PLANS. CHECK PLANS FOR PAVEMENTSUBGRADE REQUIREMENTS.N/APREPARE PER SITE DESIGN ENGINEER'S PLANS.PAVED INSTALLATIONS MAY HAVE STRINGENTMATERIAL AND PREPARATION REQUIREMENTS.CINITIAL FILL: FILL MATERIAL FOR LAYER 'C'STARTS FROM THE TOP OF THE EMBEDMENTSTONE ('B' LAYER) TO 18" (450 mm) ABOVE THETOP OF THE CHAMBER. NOTE THAT PAVEMENTSUBBASE MAY BE A PART OF THE 'C' LAYER.GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35%FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEUOF THIS LAYER.AASHTO M145¹A-1, A-2-4, A-3ORAASHTO M43¹3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89,9, 10BEGIN COMPACTIONS AFTER 12" (300 mm) OFMATERIAL OVER THE CHAMBERS IS REACHED.COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAXLIFTS TO A MIN. 95% PROCTOR DENSITY FORWELL GRADED MATERIAL AND 95% RELATIVEDENSITY FOR PROCESSED AGGREGATEMATERIALS. ROLLER GROSS VEHICLE WEIGHTNOT TO EXCEED 12,000 lbs (53 kN). DYNAMICFORCE NOT TO EXCEED 20,000 lbs (89 kN).BEMBEDMENT STONE: FILL SURROUNDING THECHAMBERS FROM THE FOUNDATION STONE ('A'LAYER) TO THE 'C' LAYER ABOVE.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 357, 4, 467, 5, 56, 57NO COMPACTION REQUIRED.AFOUNDATION STONE: FILL BELOW CHAMBERSFROM THE SUBGRADE UP TO THE FOOT (BOTTOM)OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 357, 4, 467, 5, 56, 57PLATE COMPACT OR ROLL TO ACHIEVE A FLATSURFACE. ² ³18"(450 mm) MIN*8'(2.4 m)MAXSUBGRADE SOILS(SEE NOTE 4)PAVEMENT LAYER (DESIGNEDBY SITE DESIGN ENGINEER)SC-740END CAP6" (150 mm) MINDCBAPERIMETER STONE(SEE NOTE 6)EXCAVATION WALL (CANBE SLOPED OR VERTICAL)12" (300 mm) MINADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALLAROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS12" (300 mm) MIN51" (1295 mm)6"(150 mm) MIN30"(760 mm)DEPTH OF STONE PERPLAN*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVEDINSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,INCREASE COVER TO 24" (600 mm).SUMP DEPTH TBD BYSITE DESIGN ENGINEER(24" [600 mm] MINRECOMMENDED)24" (600 mm) HDPE ACCESS PIPE REQUIREDUSE FACTORY PRE-FABRICATED END CAPPART #: SC740EPE24BTWO LAYERS OF ADS GEOSYNTHETICS315WTK WOVEN GEOTEXTILE BETWEENFOUNDATION STONE AND CHAMBERS5' (1.5 m) MIN WIDE CONTINUOUS FABRICWITHOUT SEAMSCATCH BASINORMANHOLECOVER ENTIRE ISOLATOR ROW WITH ADSGEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE8' (2.4 m) MIN WIDESC-740 CHAMBERSC-740 END CAPINSPECTION PORTPER PLANSTORMTECH HIGHLYRECOMMENDS FLEXSTORM PUREINSERTS IN ANY UPSTREAMSTRUCTURES WITH OPEN GRATESSC-740 CHAMBERFLEXSTORM CATCH ITPART# 6212NYFXWITH USE OF OPEN GRATE12" (300 mm) NYLOPLAST INLINEDRAIN BODY W/SOLID HINGEDCOVER OR GRATEPART# 2712AG6IP*SOLID COVER: 1299CGC*GRATE: 1299CGS6" (150 mm) INSERTA TEEPART# 6P26FBSTIP*INSERTA TEE TO BE CENTEREDON CORRUGATION CREST6" (150 mm) SDR35 PIPE18" (450 mm) MIN WIDTHCONCRETE SLAB8" (200 mm) MIN THICKNESSPAVEMENTCONCRETE COLLAR NOT REQUIREDFOR UNPAVED APPLICATIONSCONCRETE COLLAR* THE PART# 2712AG6IPKIT CAN BEUSED TO ORDER ALL NECESSARYCOMPONENTS FOR A SOLID LIDINSPECTION PORT INSTALLATIONAABBSECTION A-ASECTION B-BNUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER4" (100 mm) TYP FOR SC-310 & SC-160LP SYSTEMS6" (150 mm) TYP FOR SC-740, DC-780, MC-3500 & MC-4500 SYSTEMSOUTLET MANIFOLDSTORMTECHEND CAPSTORMTECHCHAMBERSSTORMTECHCHAMBERSTORMTECHEND CAPDUAL WALLPERFORATEDHDPEUNDERDRAINADS GEOSYNTHETICS 601TNON-WOVEN GEOTEXTILEADS GEOSYNTHETICS 601TNON-WOVEN GEOTEXTILEFOUNDATION STONEBENEATH CHAMBERSFOUNDATION STONEBENEATH CHAMBERSNOT TO SCALEUNDERDRAINIMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THESC-310/SC-740 SYSTEM1.STORMTECH SC-310 & SC-740 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'SREPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS.2.STORMTECH SC-310 & SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE"STORMTECH SC-310/SC-740/SC-780 CONSTRUCTION GUIDE".3.CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THECHAMBERS.STORMTECH RECOMMENDS 3 BACKFILL METHODS:·STONESHOOTER LOCATED OFF THE CHAMBER BED.·BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE ORSUBGRADE.·BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR.4.THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS.5.JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE.6.MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS.7.EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE3/4-2" (20-50 mm).8.THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALSBEARING CAPACITIES TO THE SITE DESIGN ENGINEER.9.ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALLINLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROMCONSTRUCTION SITE RUNOFF.NOTES FOR CONSTRUCTION EQUIPMENT1.STORMTECH SC-310 & SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE"STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".2.THE USE OF CONSTRUCTION EQUIPMENT OVER SC-310 & SC-740 CHAMBERS IS LIMITED:·NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS.·NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPERFILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780CONSTRUCTION GUIDE".·WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECHSC-310/SC-740/DC-780 CONSTRUCTION GUIDE".3.FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FORDUMP TRUCK TRAVEL OR DUMPING.USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSEDAMAGE TO THE CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERSDAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARDWARRANTY.CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS ORWEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT.COPYRIGHT 20232105ISSUE FOR BID16 JAN 230102/08/23ADD-0202RECORDDRAWINGRECORD DRAWINGS THESE RECORD DRAWINGS INCORPORATE INFORMATION PROVIDED BY THE GENERAL CONTRACTOR AND OTHERS. MORRISON-MAIERLE, INC. ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AS REPRESENTATIONS OF THE CONSTRUCTED IMPROVEMENTS 08/30/24