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DYHGGGSSSDDSSSDTFFEFFFETTTTTWVWVWVWVWVWVWVWVWVWVWVWVWVWVUNDERGROUND PHONE LINENOT SURVEYED(FROM MDT PDF)UNDERGROUND GAS LINENOT SURVEYED(FROM MDT PDF)SEWER MAIN ANDSERVICES APPROXIMATENOT SURVEYED3" WATER LINENOT SURVEYED(FROM MDT PDF)TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPMWMWMWMWMWMWESESESESESESESESESESESESESESESESESESESESESESDESDESDESDEWEWEWEWEWEWEWEWEWEWEWEWESDESDESDESDESDESDEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWESESESESESESESESESESESESESESESESESESN2°00'19"E1010.39'R=351.56' L=145.89'Δ=23°46'33"S89°20'04"E
169.20'S54°09'17"E31.04'S6°19'52"E73.02'S2°00'46"W753.43'S7°26'58"E18.26'S2°00'48"W76.04'S27°12'22"W25.27'S66°49'42"W46.41'N89°34'16"W298.16'
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47604756 475755+0054+0053+0052+0051+0050+0049+0048+0047+0046+0045+0044+00408020400SCALE IN FEETBH #4BH #3BH #2BH #5BH #1BH #6BH #7BH #8PIT-1PIT-2MW-2TOP OF CASINGPIT-3PIT-4MW-4TOP OF CASINGPIT-5PIT-6PIT-7PIT-8MW-8TOP OF CASINGPIT-9BH #9PIT-12PIT-11BH #10PIT-10PIT-13PIT-14MW-14TOP OF CASINGPIT-15BH #11BH #12PIT-17PIT-16PIT-18PIT-19PIT-20LEGENDSAN. SEWER CLEANOUTCONTROL POINT/BENCHMARKELEC. BOX/METERGATE POSTFIRE HYDRANTGAS METERGAS VALVEIRRIG. VALVELIGHT POLESTORM DRAIN MANHOLE/VAULTSAN. SEWER MANHOLESTORM DRAIN CURB INLETSIGNEXISTING TREE-CONIFEREXISTING TREE-DECIDUOUSTEST PIT (SEE GEOTECHNICAL REPORT)WATER VALVE//////EXISTING ASPHALT EDGEPROPOSED ELEC. LINEPROPOSED GAS LINEPROPOSED WATER MAINSTEXISTING STEAM LINEEXISTING ELEC. LINEEXISTING GAS LINEEXISTING WATER MAINPROPOSED STORM DRAINEXISTING STORM DRAINSSSPROPOSED SEWER MAINIRIREXISTING IRRIGATION LINETCATCH CURBSPILL CURBTRANSITIONCURB (T)TOP BACK OF CURB ELEVATIONTBCEDGE OF GUTTER ELEVATIONEGGRADING LIMITSDRAINAGE SWALE/PATH>>>>>>>>CURB STOPFOEXISTING FIBER OPTIC LINEFOPROPOSED FIBER OPTICEXISTING BUILDINGEXISTING ASPHALTPROPOSED CONCRETE EXISITNG CONCRETEGENERAL NOTES1.THE PROJECT IS IN A LOCAL COORDINATE SYSTEM.2.BASIS OF BEARING AND COORDINATES:BEARINGS ARE GEODETIC, DERIVED FROM GPS OBSERVATIONSWITH SURVEY-GRADE RECEIVERS AND REFERENCED TO THEMERIDIAN AT WGS84 NORTH LATITUDE 45°39'40" AND WESTLONGITUDE 111°02'42"3.VERTICAL DATUM: NAVD 884.FOR BORE HOLE, TEST PIT AND MONITORING WELL DATA, REFERTO "GEOTECHNICAL REPORT FOR BOZEMAN PUBLIC SAFETYCENTER, JULY 2019," BY ALLIED ENGINEERING SERVICES INC.N:\2200\045\ACAD\CIVIL\SHEETS\C-001_SITETOPO&UTILITYSURVEY.DWG December 16, 2019
C-001SITE TOPO AND UTILITY SURVEYProject Number:Drawn By:Reviewed By:Approved By:IssueDate2200.045CJFMGHMGHBozeman PublicSafety CenterClient NameThinkOne Architects101 E Main St. Studio 1Bozeman, MT, 59715T: 406-586-7020ArchitectMEP EngineerAssociate ArchitectLandscape ArchitectInformation TechnologyCivil EngineerSeal2200.045Acoustical EngineerTCA Architecture + Planning6211 Roosevelt Way NeSeattle, WA 58115T: 206-522-3830Associated Construction Engineering Inc.12 N BroadwayBelgrade, MT, 59714T: 406-388-3320Morrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Design 5 Landscape Architecture37 E Main StBozeman, MT, 59715T: 406-587-4873BCER Engineering10807 New Allegiance Dr., Suite 400Colorado Springs, CO 80921T: 719-533-1112Big Sky AcousticsPO BOX 27Helena, MT 59624T: 406-457-0407FIRMADDRESSCITY, STATE, ZIPT: xxx-xxx-xxxxF: xxx-xxx-xxxxInterior FurnishingsCity of Bozeman121 N Rouse Ave.Bozeman, MT 59715T: 406-582-2300F: 406-582-2301901 N. ROUSE AVE. & 300 E. OAK ST.,BOZEMAN MTAndersonMasonDale Architects, P.C.3198 Speer BoulevardDenver, CO 80211T: 303-294-9448Associate ArchitectStructural EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721engineers surveyors planners scientistsMorrisonMaierleSITE PLAN APPLICATION DECEMBER 17, 2019BH-11BORE HOLE NO.PIT-15TEST PIT NO.MW-14TOP OF CASINGMONITORING WELL NO.
OOOOW W WWWW TVEEEEEEEDYHGGSDSSSDTFFFTTWVWVWVWVWVWVWVWVUNDERGROUND PHONE LINENOT SURVEYED(FROM MDT PDF)UNDERGROUND GAS LINENOT SURVEYED(FROM MDT PDF)SEWER MAIN ANDSERVICES APPROXIMATENOT SURVEYED3" WATER LINENOT SURVEYED(FROM MDT PDF)ES TPTPTPTPTPTPTPTPTPTPTPMWMWMWESESESESESESESESESESESESESESESDESDEWESDESDESDESDESDESDESDESDESDESDESDESDESDEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWESESESESESESESESESESESESESESESESESESESESESESESESESESESESN2°00'19"E1010.39'S2°00'46"W753.43'S7°26'58"E18.26'S2°00'48"W76.04'S27°12'22"W25.27'S66°49'42"W46.41'N89°34'16"W298.16'BUILDING13GASMETERSOUTHDE-ICINGTANKS3" WATER LINENOT SURVEYED(FROM MDT PDF)BURIED TELEPHONE LINENOT SURVEYED(FROM MDT PDF)UNDERGROUND GAS LINENOT SURVEYED(FROM MDT PDF)REMOVEEXISTINGGUARDRAILGAS METERDOOR GATEDOOR GATEREMOVELIGHT POLEAND BASEREMOVELIGHT POLEAND BASEPROTECT FIRE HYDRANT149+0048+0047+0046+0045+0044+00REMOVE EXISTING FENCE22122233344441KEY NOTESPROTECT OVERHEAD POWER POLE AND ATTACHED GUYLINES AND ANCHORSOVERHEAD POWER POLE AND ATTACHED GUY LINES ANDANCHORS TO BE REMOVED BY OTHERSABANDON WATER SERVICE IN PLACE. CAP AT MAIN AND ATCORPORATION STOP.CAP SANITARY SEWER SERVICE WITHIN 5 FEET OFRIGHT-OF-WAY LINE, AND REMOVE WEST OF CAP.12LEGENDSAN. SEWER CLEANOUTCONTROL POINT/BENCHMARKELEC. BOX/METERFIRE HYDRANTGAS METERGAS VALVEGVIRRIG. VALVELIGHT POLESTORM DRAIN MANHOLE/VAULTSAN. SEWER MANHOLESTORM DRAIN CURB INLETSIGNTREE-CONIFERTREE-DECIDUOUSTEST PITWATER VALVEWV/////////BUILDINGCULVERTFLOWLINEBACK OF CURB/VERT CURBFENCESTREAMASPHALT EDGESIDEWALK/CONCRETEELEC. LINEGAS LINEELEC. VAULTMANHOLE-ELEC.SAW CUT LINEREMOVE EXISTING ASPHALTREMOVE EXISTINGCONCRETEREMOVE EXISTING STRUCTUREAND FOUNDATIONREMOVE CHAIN LINK204010200SCALE IN FEETGENERAL NOTES:1.LOCATIONS OF EXISTING OVERHEAD AND BURIED UTILITIES SHOWN ON THISDRAWING ARE APPROXIMATE, AND SHALL BE VERIFIED AND MARKED UNDER THEDIRECTION OF THE CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES ANDSHALL REPAIR ANY FACILITIES DAMAGED DURING PERFORMANCE OF THE WORK.2.PROTECT ALL EXISTING IMPROVEMENTS NOT SPECIFICALLY INDICATED FORREMOVAL. IMPROVEMENTS TO REMAIN, IF DAMAGED, SHALL BE REPAIRED ORREPLACED TO THE OWNER'S SATISFACTION, AT THE CONTRACTOR'S EXPENSE.3.REMOVE ALL SIGNS AND SIGN POSTS WITHIN THE WORK AREA.4.BEFORE WORKING IN THE PUBLIC RIGHT-OF-WAY, THE CONTRACTOR SHALL OBTAINTHE NECESSARY PERMITS, PROVIDE TRAFFIC CONTROL AND SCHEDULE ROADCLOSURES AND DETOURS, ALL IN ACCORDANCE WITH STATE AND LOCALREGULATIONS AND PERMIT REQUIREMENTS.5.SALVAGEABLE TOPSOIL SHALL BE STOCKPILED ON SITE FOR RE-USE, AT A LOCATIONAPPROVED BY THE OWNER.6.WHERE ASPHALT REMOVAL IS INDICATED PER LEGEND, REMOVE ADJACENT CURBAND GUTTER.7.CUT ENDS OF PIPE TO BE ABANDONED IN PLACE SHALL BE FULLY PLUGGED WITHCONCRETE OR GROUT TO A MINIMUM LENGTH OF FIVE PIPE DIAMETERS.N:\2200\045\ACAD\CIVIL\SHEETS\C-101_SITEDEMO.DWG December 16, 2019
C-101SITE DEMOLITION PLAN - SOUTHProject Number:Drawn By:Reviewed By:Approved By:IssueDate2200.045CJFMGHMGHBozeman PublicSafety CenterClient NameThinkOne Architects101 E Main St. Studio 1Bozeman, MT, 59715T: 406-586-7020ArchitectMEP EngineerAssociate ArchitectLandscape ArchitectInformation TechnologyCivil EngineerSeal2200.045Acoustical EngineerTCA Architecture + Planning6211 Roosevelt Way NeSeattle, WA 58115T: 206-522-3830Associated Construction Engineering Inc.12 N BroadwayBelgrade, MT, 59714T: 406-388-3320Morrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Design 5 Landscape Architecture37 E Main StBozeman, MT, 59715T: 406-587-4873BCER Engineering10807 New Allegiance Dr., Suite 400Colorado Springs, CO 80921T: 719-533-1112Big Sky AcousticsPO BOX 27Helena, MT 59624T: 406-457-0407FIRMADDRESSCITY, STATE, ZIPT: xxx-xxx-xxxxF: xxx-xxx-xxxxInterior FurnishingsCity of Bozeman121 N Rouse Ave.Bozeman, MT 59715T: 406-582-2300F: 406-582-2301BOZEMAN MTAndersonMasonDale Architects, P.C.3198 Speer BoulevardDenver, CO 80211T: 303-294-9448Associate ArchitectStructural EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721SITE PLAN APPLICATION DECEMBER 17, 2019engineers surveyors planners scientistsMorrisonMaierleMATCHLINE - SEE SHEET C-102 WEST LIMITS:DEMOLITION WITHIN RIGHT-OF-WAYLINE BY OTHERS (ROUSE AVE.RECONSTRUCTION PROJECT.)34RIGHT-OF-WAY LINE901 N. ROUSE AVE. & 300 E. OAK ST.,
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SDEFFETTTWVWVWVWVWVWVTPTPTPTPTPTPTPTPTPTPTPTPMWMWMWMWESESESESESESESESESESESESESESESESESESESESESESESESESESESESDESDESDESDEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWN2°00'19"E1010.39'R=351.56' L=145.89'Δ=23°46'33"S89°20'04"E
169.20'S54°09'17"E31.04'S6°19'52"E73.02'S2°00'46"W753.43'BUILDING13LANE STRIPENORTHDE-ICINGTANKSZEROSETBACKALONG WESTPROPERTYLINE25' SETBACK(ENTRY WAYCORRIDOR)GAS PUMPSRIGHT-OF-WAY LINEDOOR GATEPROPOSED MDTRIGHT-OF-WAYADDITION (NOTRECORDED)REMOVELIGHT POLEAND BASEREMOVELIGHT POLEAND BASEREMOVEFIRE HYDRANTREMOVELIGHT POLEAND BASEMATCH LINESEE DWG C-102
54+0053+0052+0051+0050+00RELOCATESIGNPROTECTSIGN212212112REMOVE CURB ANDGUTTER TO SAWCUT LINE1544LEGENDSAN. SEWER CLEANOUTCONTROL POINT/BENCHMARKELEC. BOX/METERFIRE HYDRANTGAS METERGAS VALVEGVIRRIG. VALVELIGHT POLESTORM DRAIN MANHOLE/VAULTSAN. SEWER MANHOLESTORM DRAIN CURB INLETSIGNTREE-CONIFERTREE-DECIDUOUSTEST PITWATER VALVEWV/////////BUILDINGCULVERTFLOWLINEBACK OF CURB/VERT CURBFENCESTREAMASPHALT EDGESIDEWALK/CONCRETEELEC. LINEGAS LINEELEC. VAULTMANHOLE-ELEC.SAW CUT LINEREMOVE EXISTING ASPHALTTO RIGHT-OF-WAY LINEREMOVE EXISTINGCONCRETEREMOVE EXISTING STRUCTUREAND FOUNDATIONREMOVE CHAIN LINK204010200SCALE IN FEETGENERAL NOTES:1.LOCATIONS OF EXISTING OVERHEAD AND BURIED UTILITIES SHOWN ON THISDRAWING ARE APPROXIMATE, AND SHALL BE VERIFIED AND MARKED UNDER THEDIRECTION OF THE CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES ANDSHALL REPAIR ANY FACILITIES DAMAGED DURING PERFORMANCE OF THE WORK.2.PROTECT ALL EXISTING IMPROVEMENTS NOT SPECIFICALLY INDICATED FORREMOVAL. IMPROVEMENTS TO REMAIN, IF DAMAGED, SHALL BE REPAIRED ORREPLACED TO THE OWNER'S SATISFACTION, AT THE CONTRACTOR'S EXPENSE.3.REMOVE ALL SIGNS AND SIGN POSTS WITHIN THE WORK AREA.4.BEFORE WORKING IN THE PUBLIC RIGHT-OF-WAY, THE CONTRACTOR SHALL OBTAINTHE NECESSARY PERMITS, PROVIDE TRAFFIC CONTROL AND SCHEDULE ROADCLOSURES AND DETOURS, ALL IN ACCORDANCE WITH STATE AND LOCALREGULATIONS AND PERMIT REQUIREMENTS.5.SALVAGEABLE TOPSOIL SHALL BE STOCKPILED ON SITE FOR RE-USE, AT A LOCATIONAPPROVED BY THE OWNER.6.WHERE ASPHALT REMOVAL IS INDICATED PER LEGEND, REMOVE ADJACENT CURBAND GUTTER.7.CUT ENDS OF PIPE TO BE ABANDONED IN PLACE SHALL BE FULLY PLUGGED WITHCONCRETE OR GROUT TO A MINIMUM LENGTH OF FIVE PIPE DIAMETERS.N:\2200\045\ACAD\CIVIL\SHEETS\C-101_SITEDEMO.DWG December 16, 2019
C-102SITE DEMOLITION PLAN - NORTHProject Number:Drawn By:Reviewed By:Approved By:IssueDate2200.045CJFMGHMGHBozeman PublicSafety CenterClient NameThinkOne Architects101 E Main St. Studio 1Bozeman, MT, 59715T: 406-586-7020ArchitectMEP EngineerAssociate ArchitectLandscape ArchitectInformation TechnologyCivil EngineerSeal2200.045Acoustical EngineerTCA Architecture + Planning6211 Roosevelt Way NeSeattle, WA 58115T: 206-522-3830Associated Construction Engineering Inc.12 N BroadwayBelgrade, MT, 59714T: 406-388-3320Morrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Design 5 Landscape Architecture37 E Main StBozeman, MT, 59715T: 406-587-4873BCER Engineering10807 New Allegiance Dr., Suite 400Colorado Springs, CO 80921T: 719-533-1112Big Sky AcousticsPO BOX 27Helena, MT 59624T: 406-457-0407FIRMADDRESSCITY, STATE, ZIPT: xxx-xxx-xxxxF: xxx-xxx-xxxxInterior FurnishingsCity of Bozeman121 N Rouse Ave.Bozeman, MT 59715T: 406-582-2300F: 406-582-2301BOZEMAN MTAndersonMasonDale Architects, P.C.3198 Speer BoulevardDenver, CO 80211T: 303-294-9448Associate ArchitectStructural EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721SITE PLAN APPLICATIONDECEMBER 17, 2019engineers surveyors planners scientistsMorrisonMaierleMATCHLINE - SEE SHEET C-104
KEY NOTESPROTECT OVERHEAD POWER POLE AND ATTACHEDGUIDELINES / ANCHORS.OVERHEAD POWER POLE AND ATTACHED GUY LINES ANDANCHORS TO BE REMOVED BY OTHERS.ABANDON WATER SERVICE IN PLACE. CAP AT MAIN AND ATCORPORATION STOP.CAP SANITARY SEWER SERVICE WITHIN 5 FEET OFRIGHT-OF-WAY LINE, AND REMOVE WEST OF CAP.REMOVE FIRE HYDRANT ASSEMBLY. FOR PIPE EXTENSIONAND NEW FIRE HYDRANT, SEE SHEET C-106.12NORTH LIMITS:DEMOLITION WITHIN RIGHT-OF-WAYLINE BY OTHERS (ROUSE AVE.RECONSTRUCTION PROJECT.)345901 N. ROUSE AVE. & 300 E. OAK ST.,
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D 6SD12SD9'(TYP.)27' (TYP.)TBC-TBC6' TRANSITIONFLUSH CURB6' TRANSITIONFLUSH CURBPRIMARY ELECTRICALSERVICENATURAL GAS SERVICECOMMUNICATIONSSERVICE10' UTILITY EASEMENTMONUMENTSIGNEMERGENCYTELEPHONEADA PEDESTRIANFLUSH CURBBETWEEN RAMPSADA PEDESTRIANFLUSH CURBBETWEEN RAMPSCANOPYSUPPORTCOLUMNS (TYP.)LIGHT POLE (TYP.)STORM DRAIN MANHOLESTORM DRAIN CURB INLETFIRE HYDRANTWATER LINESTORM DRAIN LINESSSSSANITARY SEWER LINELEGEND SAN. SEWER CLEANOUT CONTROL POINT/BENCHMARK ELEC. BOX/METER FIRE HYDRANT GAS METER GAS VALVEGV IRRIG. VALVE LIGHT POLE STORM DRAIN MANHOLE/VAULT SAN. SEWER MANHOLE STORM DRAIN CURB INLET SIGN TREE-CONIFER TREE-DECIDUOUS BORE HOLE WATER VALVEWV////// BUILDING CULVERT FLOWLINE BACK OF CURB/VERT CURB FENCE STREAM ASPHALT EDGE SIDEWALK/CONCRETE ELEC. LINE ELEC. VAULT MANHOLE-ELEC. GAS LINE WATER LINEEXISTINGPROPOSEDSAW CUT LINEGENERAL NOTES:1.LOCATIONS OF EXISTING OVERHEAD AND BURIED UTILITIES SHOWN ON THISDRAWING ARE APPROXIMATE, AND SHALL BE VERIFIED AND MARKED UNDER THEDIRECTION OF THE CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES ANDSHALL REPAIR ANY FACILITIES DAMAGED DURING PERFORMANCE OF THE WORK.2.BEFORE EXCAVATING, COORDINATE WITH THE OWNER TO FIELD VERIFYLOCATIONS OF IRRIGATION LINES AND OTHER UNDERGROUND FACILITIES.3.PROTECT ALL EXISTING IMPROVEMENTS NOT SPECIFICALLY INDICATED FORREMOVAL. IMPROVEMENTS TO REMAIN, IF DAMAGED, SHALL BE REPAIRED ORREPLACED TO THE OWNER'S SATISFACTION, AT THE CONTRACTOR'S EXPENSE.4.REMOVE ALL SIGNS AND SIGN POSTS WITHIN THE WORK AREA.5.BEFORE WORKING IN THE PUBLIC RIGHT-OF-WAY, THE CONTRACTOR SHALL OBTAINTHE NECESSARY PERMITS, PROVIDE TRAFFIC CONTROL AND SCHEDULE ROADCLOSURES AND DETOURS, ALL IN ACCORDANCE WITH STATE AND LOCALREGULATIONS AND PERMIT REQUIREMENTS.6.SALVAGEABLE TOPSOIL SHALL BE STOCKPILED ON SITE FOR RE-USE, AT ALOCATION APPROVED BY THE OWNER.7.MATCHLINE - SEE SHEET C-105
C-103CIVIL SITE PLAN - SOUTHProject Number:Drawn By:Reviewed By:Approved By:IssueDate2200.045CJFMGHMGHBozeman PublicSafety CenterClient NameThinkOne Architects101 E Main St. Studio 1Bozeman, MT, 59715T: 406-586-7020ArchitectMEP EngineerAssociate ArchitectLandscape ArchitectInformation TechnologyCivil EngineerSeal2200.045Acoustical EngineerTCA Architecture + Planning6211 Roosevelt Way NeSeattle, WA 58115T: 206-522-3830Associated Construction Engineering Inc.12 N BroadwayBelgrade, MT, 59714T: 406-388-3320Morrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Design 5 Landscape Architecture37 E Main StBozeman, MT, 59715T: 406-587-4873BCER Engineering10807 New Allegiance Dr., Suite 400Colorado Springs, CO 80921T: 719-533-1112Big Sky AcousticsPO BOX 27Helena, MT 59624T: 406-457-0407FIRMADDRESSCITY, STATE, ZIPT: xxx-xxx-xxxxF: xxx-xxx-xxxxInterior FurnishingsCity of Bozeman121 N Rouse Ave.Bozeman, MT 59715T: 406-582-2300F: 406-582-2301BOZEMAN MTAndersonMasonDale Architects, P.C.3198 Speer BoulevardDenver, CO 80211T: 303-294-9448Associate ArchitectStructural EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721engineers surveyors planners scientistsMorrisonMaierleN:\2200\045\ACAD\CIVIL\SHEETS\C-103-104_SITE.DWG December 16, 2019
SITE PLAN APPLICATION DECEMBER 17, 2019901 N. ROUSE AVE. & 300 E. OAK ST.,I THE APPLICANT CERTIFY THAT TO THE BEST OF MY KNOWLEDGE,INFORMATION AND BELIEF, THE PUBLIC SAFETY CENTER BUILDING SITEIS IN COMPLIANCE WITH APPLICABLE ADA REGULATIONS.WEST LIMITS:CONSTRUCTION WITHINRIGHT-OF-WAY LINE BY OTHERS(ROUSE AVE. RECONSTRUCTIONPROJECT.)
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DYHWS12SD4" DI WATER SERVICE6" PVC SAN. SEWERSERVICE9'(TYP.)9'(TYP.)6" DI FIRESERVICECURB BOX4" PVC SAN. SEWERSERVICE6" CLEANOUT4" CLEANOUT1,500 GALLON SANDOIL SEPERATORFUTURE FACILIESSTORAGEGENERATOR6' TRANSITIONFLUSH CURB6' TRANSITIONPRIMARY ELECTRICALSERVICENATURAL GAS SERVICECOMMUNICATIONSSERVICESECURITYFENCE10' UTILITY EASEMENT4" GATE VALVE6" TAPPING TEEAND VALVESTORM DRAIN MANHOLESTORM DRAIN CURB INLETFIRE HYDRANTWATER LINESTORM DRAIN LINESSSSSANITARY SEWER LINELEGEND SAN. SEWER CLEANOUT CONTROL POINT/BENCHMARK ELEC. BOX/METER FIRE HYDRANT GAS METER GAS VALVEGV IRRIG. VALVE LIGHT POLE STORM DRAIN MANHOLE/VAULT SAN. SEWER MANHOLE STORM DRAIN CURB INLET SIGN TREE-CONIFER TREE-DECIDUOUS BORE HOLE WATER VALVEWV////// BUILDING CULVERT FLOWLINE BACK OF CURB/VERT CURB FENCE STREAM ASPHALT EDGE SIDEWALK/CONCRETE ELEC. LINE ELEC. VAULT MANHOLE-ELEC. GAS LINE WATER LINEEXISTINGPROPOSEDSAW CUT LINEGENERAL NOTES:1.LOCATIONS OF EXISTING OVERHEAD AND BURIED UTILITIES SHOWN ON THISDRAWING ARE APPROXIMATE, AND SHALL BE VERIFIED AND MARKED UNDER THEDIRECTION OF THE CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES ANDSHALL REPAIR ANY FACILITIES DAMAGED DURING PERFORMANCE OF THE WORK.2.BEFORE EXCAVATING, COORDINATE WITH THE OWNER TO FIELD VERIFYLOCATIONS OF IRRIGATION LINES AND OTHER UNDERGROUND FACILITIES.3.ALL EXISTING TREES ARE TO REMAIN UNDISTURBED, EXCEPT ASSPECIFICALLY NOTED OTHERWISE. DO NOT EXCAVATE OR DISTURB THEGROUND UNDER THE DRIP LINE OF TREES TO REMAIN, EXCEPT ASSPECIFICALLY AUTHORIZED BY MSU FACILITIES.4.PROTECT ALL EXISTING IMPROVEMENTS NOT SPECIFICALLY INDICATED FORREMOVAL. IMPROVEMENTS TO REMAIN, IF DAMAGED, SHALL BE REPAIRED ORREPLACED TO THE OWNER'S SATISFACTION, AT THE CONTRACTOR'S EXPENSE.5.REMOVE ALL SIGNS AND SIGN POSTS WITHIN THE WORK AREA.6.BEFORE WORKING IN THE PUBLIC RIGHT-OF-WAY, THE CONTRACTOR SHALL OBTAINTHE NECESSARY PERMITS, PROVIDE TRAFFIC CONTROL AND SCHEDULE ROADCLOSURES AND DETOURS, ALL IN ACCORDANCE WITH STATE AND LOCALREGULATIONS AND PERMIT REQUIREMENTS.7.SALVAGEABLE TOPSOIL SHALL BE STOCKPILED ON SITE FOR RE-USE, AT ALOCATION APPROVED BY THE OWNER.8.WHERE ASPHALT REMOVAL IS INDICATED PER LEGEND, REMOVE ADJACENT CURBAND GUTTER.MATCHLINE - SEE SHEET C-104
C-104CIVIL SITE PLAN - NORTHProject Number:Drawn By:Reviewed By:Approved By:IssueDate2200.045CJFMGHMGHBozeman PublicSafety CenterClient NameThinkOne Architects101 E Main St. Studio 1Bozeman, MT, 59715T: 406-586-7020ArchitectMEP EngineerAssociate ArchitectLandscape ArchitectInformation TechnologyCivil EngineerSeal2200.045Acoustical EngineerTCA Architecture + Planning6211 Roosevelt Way NeSeattle, WA 58115T: 206-522-3830Associated Construction Engineering Inc.12 N BroadwayBelgrade, MT, 59714T: 406-388-3320Morrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Design 5 Landscape Architecture37 E Main StBozeman, MT, 59715T: 406-587-4873BCER Engineering10807 New Allegiance Dr., Suite 400Colorado Springs, CO 80921T: 719-533-1112Big Sky AcousticsPO BOX 27Helena, MT 59624T: 406-457-0407FIRMADDRESSCITY, STATE, ZIPT: xxx-xxx-xxxxF: xxx-xxx-xxxxInterior FurnishingsCity of Bozeman121 N Rouse Ave.Bozeman, MT 59715T: 406-582-2300F: 406-582-2301BOZEMAN MTAndersonMasonDale Architects, P.C.3198 Speer BoulevardDenver, CO 80211T: 303-294-9448Associate ArchitectStructural EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721SITE PLAN APPLICATION DECEMBER 17, 2019engineers surveyors planners scientistsMorrisonMaierleN:\2200\045\ACAD\CIVIL\SHEETS\C-103-104_SITE.DWG December 16, 2019
123KEY NOTESKEYNOTE 1KEYNOTE 2KEYNOTE 3901 N. ROUSE AVE. & 300 E. OAK ST.,I THE APPLICANT CERTIFY THAT TO THE BEST OF MY KNOWLEDGE,INFORMATION AND BELIEF, THE PUBLIC SAFETY CENTER BUILDING SITEIS IN COMPLIANCE WITH APPLICABLE ADA REGULATIONS.NORTH LIMITS:CONSTRUCTION WITHINRIGHT-OF-WAY IS BY OTHERS(ROUSE AVE. RECONSTRUCTIONPROJECT.)
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NORTH ROUSE AVENUEBOZEMAN PUBLICSAFETY CENTER12SD12SD12SD12SD12SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
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D 6SD12SDCURB INLET #7TBC EL. = 61.1612" INV. (E) = 58.30INVERT EL. = 62.00UNDERGROUND STORMWATER STORAGE #2BOTTOM EL. = 56.50SIDEWALKCHASECURB CUTXXXCURB INLET #12TBC EL. = 65.4512" INV. (N) = 62.50CURB INLET #13TBC EL. = 65.1812" INV. (NW) = 62.70CURB INLET #11TBC EL. = 65.1412" INV. (W) = 62.36SD MH #12GRATE EL. = 62.1012" INV. (S) = 12" INV. (E) = 59.70SD MH #11RIM EL. = 63.0015" INV. (W ) = 59.3024" INV. (N) = 56.60ISOLATOR ROWCURB INLET #9TBC EL. = 61.9012" INV. (N) = 58.80CURB INLET #10TBC EL. = 61.4212" INV. (W) = 58.30CURB INLET #5TBC EL. = 61.2012" INV. (N) = 12"INV. (W) = 58.20CURB INLET #4TBC EL. = 61.0612" INV. (E) = 12"INV. (N) = 57.70CURB INLET #8TBC EL. = 61.3212" INV. (S) = 58.3012" INV. (E) = 12"INV. (W) = 57.90SD MH #7RIM EL. = 61.1612" INV. (W ) = 58.0012" INV. (E) = 57.7015" INV. (S) = 57.20SD MH #13 (4' DIA.)RIM EL. = 65.5012" INV. (E ) = 12" INV. (S)= 12" INV. (N) = 62.3012" INV. 64.00SD MH #14RIM EL. = 64.896" INV. (S ) = 62.7012" INV. (SE) = 12"INV. (N) = 627.20STORM DRAIN MANHOLESTORM DRAIN CURB INLETFIRE HYDRANTWATER LINESTORM DRAIN LINESSSSSANITARY SEWER LINELEGEND SAN. SEWER CLEANOUT CONTROL POINT/BENCHMARK ELEC. BOX/METER FIRE HYDRANT GAS METER GAS VALVEGV IRRIG. VALVE LIGHT POLE STORM DRAIN MANHOLE/VAULT SAN. SEWER MANHOLE STORM DRAIN CURB INLET SIGN TREE-CONIFER TREE-DECIDUOUS BORE HOLE WATER VALVEWV////// BUILDING CULVERT FLOWLINE BACK OF CURB/VERT CURB FENCE STREAM ASPHALT EDGE SIDEWALK/CONCRETE ELEC. LINE ELEC. VAULT MANHOLE-ELEC. GAS LINE WATER LINEEXISTINGPROPOSEDSAW CUT LINEGENERAL NOTES:1.MATCHLINE - SEE SHEET C-105
C-105SITE UTILITY PLAN - SOUTHProject Number:Drawn By:Reviewed By:Approved By:IssueDate2200.045CJFMGHMGHBozeman PublicSafety CenterClient NameThinkOne Architects101 E Main St. Studio 1Bozeman, MT, 59715T: 406-586-7020ArchitectMEP EngineerAssociate ArchitectLandscape ArchitectInformation TechnologyCivil EngineerSeal2200.045Acoustical EngineerTCA Architecture + Planning6211 Roosevelt Way NeSeattle, WA 58115T: 206-522-3830Associated Construction Engineering Inc.12 N BroadwayBelgrade, MT, 59714T: 406-388-3320Morrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Design 5 Landscape Architecture37 E Main StBozeman, MT, 59715T: 406-587-4873BCER Engineering10807 New Allegiance Dr., Suite 400Colorado Springs, CO 80921T: 719-533-1112Big Sky AcousticsPO BOX 27Helena, MT 59624T: 406-457-0407FIRMADDRESSCITY, STATE, ZIPT: xxx-xxx-xxxxF: xxx-xxx-xxxxInterior FurnishingsCity of Bozeman121 N Rouse Ave.Bozeman, MT 59715T: 406-582-2300F: 406-582-2301BOZEMAN MTAndersonMasonDale Architects, P.C.3198 Speer BoulevardDenver, CO 80211T: 303-294-9448Associate ArchitectStructural EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721engineers surveyors planners scientistsMorrisonMaierleN:\2200\045\ACAD\CIVIL\SHEETS\C-105-106_UTILITY.DWG December 16, 2019
SITE PLAN APPLICATION DECEMBER 17, 2019123KEY NOTESKEYNOTE 1KEYNOTE 2KEYNOTE 3901 N. ROUSE AVE. & 300 E. OAK ST.,WEST LIMITS:CONSTRUCTION WITHINRIGHT-OF-WAY LINE BY OTHERS(ROUSE AVE. RECONSTRUCTIONPROJECT.)
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DYHWS12SDNORTH ROUSE AVENUEBOZEMAN PUBLICSAFETY CENTER24" SDSD MH #6 (4' DIA.)RIM EL. = 60.9012" INV. (W) = 12" INV. (SE) = 57.0015" INV. (S) = 15" INV. (N) = 56.50CURB INLET #6TBC EL. = 61.3212" INV. (S) = 58.40SD MH #10GRATE EL. = 62.0012" INV. (S) = 60.5015" INV. (N) = 59.90INV. EL. = 57.90UNDERGROUND STORMWATER STORAGE #1BOTTOM EL. = 04.00TRENCH DRAIN #285 LF @ 1.21% SLOPEGRATE EL. (S) = 61.05GRATE EL. (N) = 60.026" INV. (N) = 59.20DRY WELL #1 (4' DIA.)GRATE EL. = 56.00CURB CUTCURB CUTCURB CUTCURB INLET #2TBC EL. = 60.7012" INV. (E) = 57.30FUTURE NWESUPER CAPACITORVERTICAL PIVOTSECURE GATECHILLERCOVEREDTRASH /RECYCLINGCONVAULT(2,000 GAL.)U.G. 2,000-GAL.PROPANE TANKTRANSFORMERFUTURE FACILIESSTORAGEGENERATORSECURITY FENCECURB INLET #3TBC EL. = 61.1812" INV. (S) = 12"INV. (NW) = 57.50SD MH #9RIM EL. = 61.0015" INV. (S) = 15" INV. (N)= 58.506" INV. (SE) = 59.00SD MH #8GRATE EL. = 59.0015" INV. (S) = 15" INV. (N)= 58.10TRENCH DRAIN #153 LF @ 0.00% SLOPEGRATE EL. = 61.266" INV. (W) = 59.50SD MH #5RIM EL. = 59.5015" INV. (S) = 15" INV. (N) = 54.9012" INV. (E) = 56.70CURB INLET #1TBC EL. = 59.4312" INV. (W) = 57.306" INV. (E) = 57.80ISOLATOR ROW
SD MH #2RIM EL. = 59.6312" INV. (S) = 12" INV. (W) = 55.0012" INV. (NE) = 53.90CURB INLET #5TBC EL. = 61.2012" INV. (N) = 12"INV. (W) = 58.20CURB INLET #4TBC EL. = 61.0612" INV. (E) = 12"INV. (N) = 57.70SD MH #4RIM EL. = 58.7015" INV. (S) = 24" INV. (E) = 54.10SD MH #3RIM EL. = 59.936" INV. (S) = 12" INV. (W) =12" INV. (E) = 55.00SD MH #1 (4' DIA.)RIM EL. = 57.2012" INV. (SE) = 55.7012" INV. (SW) = 12" INV. (NE) = 53.20FIRE HYDRANTINV. EL. = 57.50STORM DRAIN MANHOLESTORM DRAIN CURB INLETFIRE HYDRANTWATER LINESTORM DRAIN LINESSSSSANITARY SEWER LINELEGEND SAN. SEWER CLEANOUT CONTROL POINT/BENCHMARK ELEC. BOX/METER FIRE HYDRANT GAS METER GAS VALVEGV IRRIG. VALVE LIGHT POLE STORM DRAIN MANHOLE/VAULT SAN. SEWER MANHOLE STORM DRAIN CURB INLET SIGN TREE-CONIFER TREE-DECIDUOUS BORE HOLE WATER VALVEWV////// BUILDING CULVERT FLOWLINE BACK OF CURB/VERT CURB FENCE STREAM ASPHALT EDGE SIDEWALK/CONCRETE ELEC. LINE ELEC. VAULT MANHOLE-ELEC. GAS LINE WATER LINEEXISTINGPROPOSEDSAW CUT LINEGENERAL NOTES:1.MATCHLINE - SEE SHEET C-104
C-106SITE UTILITY PLAN - NORTHProject Number:Drawn By:Reviewed By:Approved By:IssueDate2200.045CJFMGHMGHBozeman PublicSafety CenterClient NameThinkOne Architects101 E Main St. Studio 1Bozeman, MT, 59715T: 406-586-7020ArchitectMEP EngineerAssociate ArchitectLandscape ArchitectInformation TechnologyCivil EngineerSeal2200.045Acoustical EngineerTCA Architecture + Planning6211 Roosevelt Way NeSeattle, WA 58115T: 206-522-3830Associated Construction Engineering Inc.12 N BroadwayBelgrade, MT, 59714T: 406-388-3320Morrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Design 5 Landscape Architecture37 E Main StBozeman, MT, 59715T: 406-587-4873BCER Engineering10807 New Allegiance Dr., Suite 400Colorado Springs, CO 80921T: 719-533-1112Big Sky AcousticsPO BOX 27Helena, MT 59624T: 406-457-0407FIRMADDRESSCITY, STATE, ZIPT: xxx-xxx-xxxxF: xxx-xxx-xxxxInterior FurnishingsCity of Bozeman121 N Rouse Ave.Bozeman, MT 59715T: 406-582-2300F: 406-582-2301BOZEMAN MTAndersonMasonDale Architects, P.C.3198 Speer BoulevardDenver, CO 80211T: 303-294-9448Associate ArchitectStructural EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721engineers surveyors planners scientistsMorrisonMaierleN:\2200\045\ACAD\CIVIL\SHEETS\C-105-106_UTILITY.DWG December 16, 2019
SITE PLAN APPLICATION DECEMBER 17, 2019123KEY NOTESKEYNOTE 1KEYNOTE 2KEYNOTE 3901 N. ROUSE AVE. & 300 E. OAK ST.,NORTH LIMITS:CONSTRUCTION WITHINRIGHT-OF-WAY IS BY OTHERS(ROUSE AVE. RECONSTRUCTIONPROJECT.)
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475047604770EG-4761.3910+00EG-10+51C-107FIRE SERVICE PLAN & PROFILEProject Number:Drawn By:Reviewed By:Approved By:IssueDate2200.045CJFMGHMGHBozeman PublicSafety CenterClient NameThinkOne Architects101 E Main St. Studio 1Bozeman, MT, 59715T: 406-586-7020ArchitectMEP EngineerAssociate ArchitectLandscape ArchitectInformation TechnologyCivil EngineerSeal2200.045Acoustical EngineerTCA Architecture + Planning6211 Roosevelt Way NeSeattle, WA 58115T: 206-522-3830Associated Construction Engineering Inc.12 N BroadwayBelgrade, MT, 59714T: 406-388-3320Morrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Design 5 Landscape Architecture37 E Main StBozeman, MT, 59715T: 406-587-4873BCER Engineering10807 New Allegiance Dr., Suite 400Colorado Springs, CO 80921T: 719-533-1112Big Sky AcousticsPO BOX 27Helena, MT 59624T: 406-457-0407FIRMADDRESSCITY, STATE, ZIPT: xxx-xxx-xxxxF: xxx-xxx-xxxxInterior FurnishingsCity of Bozeman121 N Rouse Ave.Bozeman, MT 59715T: 406-582-2300F: 406-582-2301BOZEMAN MTAndersonMasonDale Architects, P.C.3198 Speer BoulevardDenver, CO 80211T: 303-294-9448Associate ArchitectStructural EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721SITE PLAN APPLICATION DECEMBER 17, 2019engineers surveyors planners scientistsMorrisonMaierleN:\2200\045\ACAD\CIVIL\SHEETS\C-107_FIRE SERVICE.DWG December 16, 2019 EXISTING GROUND6" DI FIRESERVICE LINE6" DI FIRE SERVICE LINE (4" DI DOMESTICSERVICE IN SAME TRENCH)5102.550SCALE IN FEET0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET0.51122.555106' SIDEWALK2' CURB AND GUTTERRIGHT-OF-WAYFINISHED GROUNDSTA. 10+51 CONNECT TOEXISTING D.I. 16" WATERMAIN WITH 6" TAPPINGTEE AND 6" GATE VALVEGENERAL NOTES1. All construction work on this project shall be completed in accordance with Montana Public Works Standard Specifications, SixthEdition, April 2010 MPWSS and City of Bozeman Modifications to the Montana Public Works Standard Specifications, Sixth Edition,March 2011, including all addendums.2. The Contractor shall restore all roadway/curb & gutter/sidewalk surfaces to equal or better condition than existed prior to excavation,as determined by Owner and the Engineer.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 of existing utilities/connections prior to construction. The Contractor shall be solely responsible forany damage to the existing facilities due to failure to locate or provide proper protection when location is known.4. The contractor shall adjust all valve boxes, curb boxes, and manholes to final grade upon completion of all construction. Any boxesor manholes damaged or otherwise disturbed by the contractor or any subcontractor shall be repaired at the expense of the contractor.This work shall be incidental to the project, separate payment will not be made.5. Access for other contractors working on the site and emergency vehicles shall be preserved at all times.6. The contractor shall notify One Call @ 1-800-424-5555 for onsite utility location. All existing utilities shall be marked before digging.7. The Contractor shall notify the Water Department a minimum of 24 hours prior to beginning any work.8. All existing or new valves which control the COB's water supply shall be operated by COB personnel only.9. Contractor shall field verify line and grade of existing connections.10. Contractor to preserve all existing survey monuments. Any survey monument disturbed or destroyed with out Engineers approval tobe replaced at contractors expense.11. Contractor may waste excess material at location designated by owner or haul material off site.12. All valves shall be installed with thrust blocking, and valve boxes in accordance with C.O.B. modifications and C.O.B. detail02660-3.13. All fittings including bends greater than 11-1/4 degrees, tees and plugs requiring thrust blocking shall be installed in conformancewith C.O.B. Modifications and MPW detail 02660-1.14. 6-inch fire service line shall be installed in accordance with C.O.B.'s Fire Service Line Standard (Std. Dwg. No. 02660-13). Theseplans are for construction of the 6" fire service 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 psi by a single Contractor. Morrison-Maierle, Inc.shall provide construction observation and prepare the record drawings and certificate of inspection for fire service line installation.Contractor shall fill out and submit "Contractor's Material and Test Certificate 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. Contractor shall expose main, provide and install tappingtee and valve.18. A preconstruction conference shall be required prior to the start of construction. No changes may be made to these plans withoutthe approval of City Engineering and/or the City Water/Sewer Superintendent.19. All estimated quantities are approximate and are to be used only (a) as a basis for estimating the probable cost of the work and (b)for the purpose of comparing the bids submitted for the work. The actual amounts of work done and materials furnished under unit priceitems may differ from the estimated quantities.20. Contractor is responsible for obtaining street cut permits prior to construction. Contractor shall backfill/ install base material/slurryper street cut permit and/or as required by City of Bozeman Engineering. Pavement thickness to meet or exceed the existing pavementthickness (3-inch minimum).21. The Contractor shall restore all landscaping/irrigation disturbed or damaged during construction. Seed all disturbed areas withsame type turf seed.22. Contractor to ensure the fire service line achieves a minimum cover of 6.5 feet. Contractor shall provide insulation for areas withless than 6.5 feet of cover.QUANTITY SCHEDULEFLUSHING REQUIREMENTSACCORDING TO THE NFPA 24, A FLOW RATE OF 880 GALLONS PER MINUTE ISREQUIRED FOR THE FLUSHING OF A 6-INCH FIRE SERVICE LINE. THEREFORE THEINSTALLING CONTRACTOR MUST PROVIDE AN ORIFICE SIZE OF AT LEAST 2.0 INCHESTO MEET THIS REQUIREMENT, GIVEN THE CURRENT PARAMETERS OF THE SYSTEM.EXISTING C.O.B. WATER MAIN PARAMETERS*8-INCH DUCTILE IRON PIPE IN S. 29TH AVENUESTATIC PRESSURE (PSI)= 100RESIDUAL PRESSURE (PSI)= 95PITOT PRESSURE (PSI)= 82FLOW (GPM)=1520 W/2.5" NOZZLE*flow data obtained by C.O.B. personnel on September 7, 2017 (Corner of College St. and S. 29thAve.)SYSTEM CLASSIFICATIONCLASS 1 SYSTEM*ALL ITEMS NOT NOTED CONSIDERED INCIDENTAL TO WORKFIRE SERVICE LINESTA. 10+51 CONNECT TO EXISTING16" D.I. WATER MAIN WITH 6" TAPPINGTEE AND 6" GATE VALVEINSTALL OS&Y VALVE PER COB STD. DWG. NO 02660-13BOTTOM FLANGE ELEVATION = 4751.00SEE FIRE PROTECTION PLANS FOR CONNECTION DETAILS901 N. ROUSE AVE. & 300 E. OAK ST.,STA. 10+00 =EXTERIORBUILDING WALLEXISTINGOVERHEADPOLE6.5' MIN. COVER STA. 10+00 =EXTERIORBUILDING WALLF.F. = 62.60
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NORTH ROUSE AVENUEBOZEMAN PUBLICSAFETY CENTER12SD12SD12SD12SD12SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
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D 6SD12SDCURB INLET #13CURB INLET #12SD MH #9DRY WELL #4SD MH #8SD MH #7CURB INLET #11CURB INLET #9CURB INLET #10CURB INLET #8CURB INLET #7CURB INLET #4CURB INLET #6INVERT EL. = 62.01UNDERGROUND STORMWATER STORAGE #2SD MH #5(4' DIA.)SD MH #4(4' DIA.)SD MH #6CURB CUTCURB CUTCURB INLET #46161616161.561.561.56264656364656566666665646365646261636363646566656667666768676660.561626862FINISHED FLOOR ELEV. = 4762.60FINISHED FLOOR ELEV. = 4762.60STORM DRAIN MANHOLESTORM DRAIN CURB INLETFIRE HYDRANTWATER LINESTORM DRAIN LINESSSSSANITARY SEWER LINELEGEND SAN. SEWER CLEANOUT CONTROL POINT/BENCHMARK ELEC. BOX/METER FIRE HYDRANT GAS METER GAS VALVEGV IRRIG. VALVE LIGHT POLE STORM DRAIN MANHOLE/VAULT SAN. SEWER MANHOLE STORM DRAIN CURB INLET SIGN TREE-CONIFER TREE-DECIDUOUS BORE HOLE WATER VALVEWV////// BUILDING CULVERT FLOWLINE BACK OF CURB/VERT CURB FENCE STREAM ASPHALT EDGE SIDEWALK/CONCRETE ELEC. LINE ELEC. VAULT MANHOLE-ELEC. GAS LINE WATER LINEEXISTINGPROPOSEDSAW CUT LINEMATCHLINE - SEE SHEET C-109
C-108SITE GRADING & DRAINAGE PLAN - SOUTHProject Number:Drawn By:Reviewed By:Approved By:IssueDate2200.045CJFMGHMGHBozeman PublicSafety CenterClient NameThinkOne Architects101 E Main St. Studio 1Bozeman, MT, 59715T: 406-586-7020ArchitectMEP EngineerAssociate ArchitectLandscape ArchitectInformation TechnologyCivil EngineerSeal2200.045Acoustical EngineerTCA Architecture + Planning6211 Roosevelt Way NeSeattle, WA 58115T: 206-522-3830Associated Construction Engineering Inc.12 N BroadwayBelgrade, MT, 59714T: 406-388-3320Morrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Design 5 Landscape Architecture37 E Main StBozeman, MT, 59715T: 406-587-4873BCER Engineering10807 New Allegiance Dr., Suite 400Colorado Springs, CO 80921T: 719-533-1112Big Sky AcousticsPO BOX 27Helena, MT 59624T: 406-457-0407FIRMADDRESSCITY, STATE, ZIPT: xxx-xxx-xxxxF: xxx-xxx-xxxxInterior FurnishingsCity of Bozeman121 N Rouse Ave.Bozeman, MT 59715T: 406-582-2300F: 406-582-2301BOZEMAN MTAndersonMasonDale Architects, P.C.3198 Speer BoulevardDenver, CO 80211T: 303-294-9448Associate ArchitectStructural EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721engineers surveyors planners scientistsMorrisonMaierleN:\2200\045\ACAD\CIVIL\SHEETS\C-108-109_GRADING.DWG December 16, 2019
SITE PLAN APPLICATION DECEMBER 17, 20196566636464636261626160.56162123KEY NOTESKEYNOTE 1KEYNOTE 2KEYNOTE 3GENERAL NOTES1.GENERAL NOTE 1.2.GENERAL NOTE 2.3.GENERAL NOTE 3.901 N. ROUSE AVE. & 300 E. OAK ST.,I THE APPLICANT CERTIFY THAT TO THE BEST OF MY KNOWLEDGE,INFORMATION AND BELIEF, THE PUBLIC SAFETY CENTER BUILDING SITEIS IN COMPLIANCE WITH APPLICABLE ADA REGULATIONS.WEST LIMITS:CONSTRUCTION WITHINRIGHT-OF-WAY LINE BY OTHERS(ROUSE AVE. RECONSTRUCTIONPROJECT.)
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15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD>>>>>>>>>>>6SD6SD6SD12SD12SD6SD6SD6SD6SD6SD6SD6SD12SD12SD12SD12SD12SD10+0010+51SD12SD
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DYHWS12SDNORTH ROUSE AVENUEBOZEMAN PUBLIC SAFETY CENTER24" SDCURB INLET #4CURB INLET #6SD MH #4(4' DIA.)CURB INLET #3CURB INLET #5SD MH #6CURB INLET #1SD MH #3SD MH #1(4' DIA.)INV. EL. =58.00INV. EL. =57.00DRY WELL #1(4' DIA.)SURFACERETENTION #1SURFACERETENTION #2SURFACERETENTION #3UNDERGROUNDSTORM WATERSTORAGE #1DRY WELL #2INV. EL. =57.80DRY WELL #3(4' DIA.)SD MH #2CURB CUTCURB CUTCURB CUTTRENCH DRAINCURB INLET #4FUTURE NWESUPER CAPACITORDOUBLE 13' VERTICAL PIVOTGATE ON SECURITY FENCECHILLER - SEEMECHANICAL PLANSCOVERED TRASH ANDRECYCLING ENCLOSURE2,000 GAL. DIESELCONVAULTUNDERGROUND 2,000-GAL. PROPANETANKS (2) - SEE MECHANICAL PLANSTRANSFORMERGENERATOR57585960616056575755585756.557.55859606060.56162616059585958575657.558595859575861616161APPARATUS BAY -FINISHED FLOOR ELEV. = 4762.60FINISHED FLOOR ELEV. = 4762.60FINISHED FLOOR ELEV. = 4762.605' WIDE OVERFLOWEL. = 58.805' WIDE OVERFLOWEL. = 57.00STORM DRAIN MANHOLESTORM DRAIN CURB INLETFIRE HYDRANTWATER LINESTORM DRAIN LINESSSSSANITARY SEWER LINELEGEND SAN. SEWER CLEANOUT CONTROL POINT/BENCHMARK ELEC. BOX/METER FIRE HYDRANT GAS METER GAS VALVEGV IRRIG. VALVE LIGHT POLE STORM DRAIN MANHOLE/VAULT SAN. SEWER MANHOLE STORM DRAIN CURB INLET SIGN TREE-CONIFER TREE-DECIDUOUS BORE HOLE WATER VALVEWV////// BUILDING CULVERT FLOWLINE BACK OF CURB/VERT CURB FENCE STREAM ASPHALT EDGE SIDEWALK/CONCRETE ELEC. LINE ELEC. VAULT MANHOLE-ELEC. GAS LINE WATER LINEEXISTINGPROPOSEDSAW CUT LINEMATCHLINE - SEE SHEET C-108
C-109SITE GRADING & DRAINAGE PLAN - NORTHProject Number:Drawn By:Reviewed By:Approved By:IssueDate2200.045CJFMGHMGHBozeman PublicSafety CenterClient NameThinkOne Architects101 E Main St. Studio 1Bozeman, MT, 59715T: 406-586-7020ArchitectMEP EngineerAssociate ArchitectLandscape ArchitectInformation TechnologyCivil EngineerSeal2200.045Acoustical EngineerTCA Architecture + Planning6211 Roosevelt Way NeSeattle, WA 58115T: 206-522-3830Associated Construction Engineering Inc.12 N BroadwayBelgrade, MT, 59714T: 406-388-3320Morrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Design 5 Landscape Architecture37 E Main StBozeman, MT, 59715T: 406-587-4873BCER Engineering10807 New Allegiance Dr., Suite 400Colorado Springs, CO 80921T: 719-533-1112Big Sky AcousticsPO BOX 27Helena, MT 59624T: 406-457-0407FIRMADDRESSCITY, STATE, ZIPT: xxx-xxx-xxxxF: xxx-xxx-xxxxInterior FurnishingsCity of Bozeman121 N Rouse Ave.Bozeman, MT 59715T: 406-582-2300F: 406-582-2301BOZEMAN MTAndersonMasonDale Architects, P.C.3198 Speer BoulevardDenver, CO 80211T: 303-294-9448Associate ArchitectStructural EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721engineers surveyors planners scientistsMorrisonMaierleN:\2200\045\ACAD\CIVIL\SHEETS\C-108-109_GRADING.DWG December 16, 2019
SITE PLAN APPLICATION DECEMBER 17, 2019123KEY NOTESFINISHED FLOOR ELEVATION STEPS DOWN 1.0' SOUTH OFAPPARATUS BAY.GENERAL NOTES1.GENERAL NOTE 1.2.GENERAL NOTE 2.3.GENERAL NOTE 3.111901 N. ROUSE AVE. & 300 E. OAK ST.,I THE APPLICANT CERTIFY THAT TO THE BEST OF MY KNOWLEDGE,INFORMATION AND BELIEF, THE PUBLIC SAFETY CENTER BUILDING SITEIS IN COMPLIANCE WITH APPLICABLE ADA REGULATIONS.NORTH LIMITS:CONSTRUCTION WITHINRIGHT-OF-WAY IS BY OTHERS(ROUSE AVE. RECONSTRUCTIONPROJECT.)
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)ASPHALT1½" MINUS CRUSHED GRAVELPIT-RUN GRAVELLIGHT DUTY ASPHALT SECTION (TOTAL SECTION THICKNESS = 24")·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·15" OF 6" MINUS SUB-BASE COURSE COMPACTED TO 95% RELATIVECOMPACTION (COMPACTION BASED UPON AASHTO T-99)·SUBGRADE, TOP 6" SCARIFIED AND COMPACTED TO 95% RELATIVECOMPACTION. (ALL COMPACTION BASED UPON 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 (COMPACTION BASED UPON AASHTO T-99)·SUBGRADE, TOP 6" SCARIFIED AND COMPACTED TO 95% RELATIVECOMPACTION. (ALL COMPACTION BASED UPON AASHTO T-99)FOR AREAS WITH SILT/CLAYSUBGRADE: 315 LB. FABRIC,MIRAFI 600X OR APPROVEDEQUAL, AS DIRECTED BYENGINEERASPHALT1½" MINUS CRUSHED GRAVELPIT-RUN GRAVELLIGHT DUTY ASPHALT SECTION (TOTAL SECTION THICKNESS = 30")·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·9" (MIN.) OF 6" MINUS SUB-BASE COURSE COMPACTED TO 95% RELATIVECOMPACTION (COMPACTION BASED UPON AASHTO T-99)·12" (MAX.) OF SALVAGED ASPHALT MILLINGS WITH GRAVEL COMPACTED TO95% RELATIVE COMPACTION (COMPACTION BASED UPON AASHTO T-99)·SUBGRADE, TOP 6" SCARIFIED AND COMPACTED TO 95% RELATIVECOMPACTION. (ALL COMPACTION BASED UPON AASHTO T-99)HEAVY DUTY ASPHALT SECTION (TOTAL SECTION THICKNESS = 34")·4" ASPHALTIC CONCRETE, GRADE B, COMPACTED TO 93% RICE·6" OF 1-1/2" MINUS TYPE A CRUSHED BASE COURSE COMPACTED TO 95%RELATIVE COMPACTIO·12" (MIN.) OF 6" MINUS SUB-BASE COURSE COMPACTED TO 95% RELATIVECOMPACTION (COMPACTION BASED UPON AASHTO T-99)·12" (MAX.) OF SALVAGED ASPHALT MILLINGS WITH GRAVEL COMPACTED TO95% RELATIVE COMPACTION (COMPACTION BASED UPON AASHTO T-99)·SUBGRADE, TOP 6" SCARIFIED AND COMPACTED TO 95% RELATIVECOMPACTION. (ALL COMPACTION BASED UPON AASHTO T-99)FOR AREAS WITH SILT/CLAYSUBGRADE: 315 LB. FABRIC,MIRAFI 600X OR APPROVEDEQUAL, AS DIRECTED BYENGINEERC-110SITE DETAILSProject Number:Drawn By:Reviewed By:Approved By:IssueDate2200.045CJFMGHMGHBozeman PublicSafety CenterClient NameThinkOne Architects101 E Main St. Studio 1Bozeman, MT, 59715T: 406-586-7020ArchitectMEP EngineerAssociate ArchitectLandscape ArchitectInformation TechnologyCivil EngineerSeal2200.045Acoustical EngineerTCA Architecture + Planning6211 Roosevelt Way NeSeattle, WA 58115T: 206-522-3830Associated Construction Engineering Inc.12 N BroadwayBelgrade, MT, 59714T: 406-388-3320Morrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Design 5 Landscape Architecture37 E Main StBozeman, MT, 59715T: 406-587-4873BCER Engineering10807 New Allegiance Dr., Suite 400Colorado Springs, CO 80921T: 719-533-1112Big Sky AcousticsPO BOX 27Helena, MT 59624T: 406-457-0407FIRMADDRESSCITY, STATE, ZIPT: xxx-xxx-xxxxF: xxx-xxx-xxxxInterior FurnishingsCity of Bozeman121 N Rouse Ave.Bozeman, MT 59715T: 406-582-2300F: 406-582-2301BOZEMAN MTAndersonMasonDale Architects, P.C.3198 Speer BoulevardDenver, CO 80211T: 303-294-9448Associate ArchitectStructural EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721SITE PLAN APPLICATION DECEMBER 17, 2019engineers surveyors planners scientistsMorrisonMaierleN:\2200\045\ACAD\CIVIL\SHEETS\C-110_SITE DETAILS.DWG December 16, 2019
ACCESSIBLE PARKING SIGN DETAILSINGLE SQUARE TUBE BREAKAWAY SIGN POST INSTALLATION DETAILVARIED DEPTH OF AGGREGATE SUBBASE COURSE COMPACTED TO 100%OF ASTM D 698COMPACTED SUBGRADE3" RIGID INSULATIONRADIANT HEAT TUBING(SEE MECHANICAL PLANS)6" MIN. BASE COURSEVARIES6" CONCRETE LANE W/#5 BAR 1' O.C. EACH WAY901 N. ROUSE AVE. & 300 E. OAK ST.,M-4000 CONCRETE PERMPWSS, 6" THICK#4 BARS A@ 12" O.C.EACH WAY
C-111UTILITY DETAILSProject Number:Drawn By:Reviewed By:Approved By:IssueDate2200.045CJFMGHMGHBozeman PublicSafety CenterClient NameThinkOne Architects101 E Main St. Studio 1Bozeman, MT, 59715T: 406-586-7020ArchitectMEP EngineerAssociate ArchitectLandscape ArchitectInformation TechnologyCivil EngineerSeal2200.045Acoustical EngineerTCA Architecture + Planning6211 Roosevelt Way NeSeattle, WA 58115T: 206-522-3830Associated Construction Engineering Inc.12 N BroadwayBelgrade, MT, 59714T: 406-388-3320Morrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Design 5 Landscape Architecture37 E Main StBozeman, MT, 59715T: 406-587-4873BCER Engineering10807 New Allegiance Dr., Suite 400Colorado Springs, CO 80921T: 719-533-1112Big Sky AcousticsPO BOX 27Helena, MT 59624T: 406-457-0407FIRMADDRESSCITY, STATE, ZIPT: xxx-xxx-xxxxF: xxx-xxx-xxxxInterior FurnishingsCity of Bozeman121 N Rouse Ave.Bozeman, MT 59715T: 406-582-2300F: 406-582-2301BOZEMAN MTAndersonMasonDale Architects, P.C.3198 Speer BoulevardDenver, CO 80211T: 303-294-9448Associate ArchitectStructural EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721SITE PLAN APPLICATION DECEMBER 17, 2019engineers surveyors planners scientistsMorrisonMaierleN:\2200\045\ACAD\CIVIL\SHEETS\C-111_UTILITY DETAILS.DWG December 16, 2019 48" DRY WELL SCALE: N.T.S.NOTES:1.EXCAVATE BASE AREA TO MIMINUMDIMENSIONS PER PLAN, CENTERED ONTHE DRY WELL. PLACE NON-WOVENGEOTEXTILE FABRIC IN THE BOTTOM ANDSIDES OF THE EXCAVATION, AND INSTALLTHE DRY WELL. BACKFILL WITH ¾” TO 3”CRUSHED, WASHED ANGULAR STONE TO18” BELOW FINISHED GRADE. ROCK FILLSHALL BE FULLY WRAPPED IN GEOTEXTILEON BOTTOM, SIDES AND TOP WITH 12”MINIMUM OVERLAP.2.NON-WOVEN GEOTEXTILE FABRIC FORDRY WELL SHALL BE GEOTEX 601 ASMANUFACTURED BY PROPEXGEOSYNTHETICS AND SUPPLIED BYROSCOE STEEL, OR ENGINEER-APPROVEDEQUAL.3.DRY WELL SHALL BE 48” DIAMETERCONCRETE WITH FLAT TOP AND SLOTTEDBARREL SECTIONS AS MANUFACTURED BYANDERSON PRECAST & SUPPLY, ORENGINEER-APPROVED EQUAL. BASE SLABSHALL HAVE 36” TO 48” DIAMETEROPENING THROUGH THE CENTER.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 SOILDRY WELLBOTTOM OF DRY WELLEXCAVATION. LIMITS ANDELEV. PER PLAN (SEE NOTE 1)CLEANOUT BOXSCALE: N.T.S.901 N. ROUSE AVE. & 300 E. OAK ST.,
C-112UNDERGROUND STORAGE DETAILSProject Number:Drawn By:Reviewed By:Approved By:IssueDate2200.045CJFMGHMGHBozeman PublicSafety CenterClient NameThinkOne Architects101 E Main St. Studio 1Bozeman, MT, 59715T: 406-586-7020ArchitectMEP EngineerAssociate ArchitectLandscape ArchitectInformation TechnologyCivil EngineerSeal2200.045Acoustical EngineerTCA Architecture + Planning6211 Roosevelt Way NeSeattle, WA 58115T: 206-522-3830Associated Construction Engineering Inc.12 N BroadwayBelgrade, MT, 59714T: 406-388-3320Morrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Design 5 Landscape Architecture37 E Main StBozeman, MT, 59715T: 406-587-4873BCER Engineering10807 New Allegiance Dr., Suite 400Colorado Springs, CO 80921T: 719-533-1112Big Sky AcousticsPO BOX 27Helena, MT 59624T: 406-457-0407FIRMADDRESSCITY, STATE, ZIPT: xxx-xxx-xxxxF: xxx-xxx-xxxxInterior FurnishingsCity of Bozeman121 N Rouse Ave.Bozeman, MT 59715T: 406-582-2300F: 406-582-2301BOZEMAN MTAndersonMasonDale Architects, P.C.3198 Speer BoulevardDenver, CO 80211T: 303-294-9448Associate ArchitectStructural EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721SITE PLAN APPLICATION DECEMBER 17, 2019engineers surveyors planners scientistsMorrisonMaierleN:\2200\045\ACAD\CIVIL\SHEETS\C-112_UNDERGROUND STORAGE DETAILS.DWG December 16, 2019
NOT 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 CAPOPTIONAL INSPECTION PORTSTORMTECH 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.901 N. ROUSE AVE. & 300 E. OAK ST.,