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HomeMy WebLinkAboutGallatin County Courts - Phase 1 Infrastructure ImprovementsVICINITY MAPW COLLEGE STW DICKERSON STS 16TH AVE W KOCH STS 11TH AVE S 19TH AVE S 23RD AVE W MAIN STPROJECT LOCATIONN:\2200\049 - GC COURTS\ACAD\CIVIL\SHEETS\RECORD DRAWING FILES\COVER.DWG PLOTTED BY:CODY FARLEY ON Dec/27/2024VERIFY 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. 2200.049APPROVED BY:Nate J. Menuez, PE, LEED APProject ManagerGALLATIN COUNTY COURTSINFRASTRUCTURE PLANSBOZEMAN, MONTANALOCATION MAPNOT TO SCALEBIG SKYNJMJAU10/26/20222200.049.088.000318Sheet List TableSheet NumberSheet Title--COVERC-001SITE TOPOGRAPHIC AND UTILITY SURVEYC-002SITE DEMOLITION PLANC-100CIVIL SITE PLANC-101SITE UTILITY PLAN - NORTHC-102SITE UTILITY PLAN - SOUTHC-103WATER MAIN PLAN AND PROFILEC-104PLAN AND PROFILE - FIRE SERVICE LINEC-105OVERALL SITE GRADING PLANC-106SITE GRADING & DRAINAGE PLAN - NORTHEASTC-107SITE GRADING & DRAINAGE PLAN - NORTHWESTC-108SITE GRADING & DRAINAGE PLAN - SOUTHWESTC-109SITE GRADING & DRAINAGE PLAN - SOUTHEASTC-110DEMOLITION AND PAVING DETAILSC-111SITE DETAILSC-112UTILITY DETAILSC-113UNDERGROUND STORAGE DETAILSPHASE 1DECEMBER 2024RECORD DRAWINGSRECORD DRAWINGS PHASE 1 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 DYH PPTVPTVPTVPPPTVTVTPTPTPTPTPTPTPTPTPWVWV WV PPDYH WV WVPWV WVWVWV DYH WV WVWVDYH WVWVWVWVDYHTPTPDYHWVTPTPTPTP GVESW WWESESES ESES ES ES ES ES ES ES ESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESBPBPBPBPBPBPW W W WWBPBPBPBPBPBTWNGNGNG NGW NG NG NG NGW NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTNGNG NGNG NG NG NG NG NG BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBT BT BT BT ES ESWW W WBPBPBPNGNGBTBTBPBPBPBT BTWWWW W W W W W W W WWWW W NG NG NG NG BP BP BP BP BP BT BT BT BT BTBTBTBTESESESESESESESESESESESESWESESESESESESESESESESESESW WW W W WWW W W BP BP SDSDS DSDESES WWWWWWWWWWS D SDES ES ES ES ES ES ES ES WWWWWWSDGV WV ///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ///////////////////////////////////////SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSD SD SD SDBFBFBFBFBFBFBFBFBFBFBFBF BTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGNGBP BPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNG NG NG BT BTBTBTBTBTBTBT BT BT BTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBP BP BP BT BT BT BT BT BT BT BTNG NG NG NG NG NG NG BT BT BT BT BT BT BT BP BP BP BPBF BF BF BF BF BF BF BF NGNGNGNGNGBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// /// /// /// /// /////////O////////////////////////////////////////// /////////////////////////////////////////////////////////////// O ///// /////////////////////////////////////////////////////////////SDO O O O O O OOOOOOOXXXOS D S D S D SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD WW ESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ESESESESESESESES ES ES ES ES ES ES ES ES ES ES ESESESESESESW WWWWWBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNG NG NG NG NGSDSDSDSD////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////ESESESESES ES ES ES ES ES ES ES ES ES ES ES ES ES ES //////WWNGNGNGNGSDSDSDSDBTBTSDSDSDSDSDSD///////////////////////////////////////////////////////////////////////////ESW WESESESES48284827482648254823 4825482848294831483248314830 483248244826482848254834DETENTION CENTER(TO REMAIN)PRE-RELEASEBUILDING(TO REMAIN)LAW AND JUSTICE BUILDING(TO BE DEMOLISHED)DOCUMENTSTORAGE BUILDING(TO REMAIN)COURTSANNEX (TO BEDEMOLISHED)ASPHALT PARKING LOT(TO BE DEMOLISHED)ASPHALT PARKING LOT(TO REMAIN)ASPHALT PARKING LOT (TO REMAIN)10010110210310510610710811011121421911001101POINT TABLEPNT. #10010110210310510610710811011121421911001101NORTHING47578.5947934.6247592.4347534.2348336.4948391.4748356.7847860.5947937.1448083.9847941.7848417.4248352.2548211.45EASTING45576.4245586.4845801.6045699.8546411.2946265.3446099.4246094.2746239.8846408.8046445.0846591.3846039.4245998.35ELEV.4834.6404828.7904835.0104838.6804826.0504823.9104828.3204833.4004832.1504828.5904826.7704829.850DESC.CP ALUMINUM CAPCP ALUMINUM CAPCP ALUMINUM CAPCP REBARCP NAILCP NAILCP NAILCP NAILCP NAILCP X IN CONCRETEYPCALUMINUM CAPCP NAILCP NAILLEGENDSAN. SEWER CLEANOUTCONTROL POINT/BENCHMARKELEC. BOX/METERGATE POSTFIRE HYDRANTGAS METERGAS VALVEHYD IRRIG. VALVELIGHT POLESTORM DRAIN MANHOLE/VAULTSAN. SEWER MANHOLESTORM DRAIN CURB INLETSIGNEXISTING TREE-CONIFEREXISTING TREE-DECIDUOUSTEST PIT (SEE GEOTECHNICAL REPORT)WATER VALVE//////EXISTING ASPHALT EDGESTEXISTING STEAM LINEBPBPNGNGWWEXISTING ELEC. LINEEXISTING GAS LINEEXISTING WATER LINESDSDEXISTING STORM DRAINIRIREXISTING IRRIGATION LINECURB STOPBFBFEXISTING FIBER OPTIC LINEEXISTING BUILDINGC-001SITE TOPOGRAPHIC ANDUTILITY SURVEYSOUTH 15TH AVE. SOUTH 16TH AVE.WEST DICKERSON ST.NORTH ACCESS DRIVEGALLATIN COUNTYCOURTS615 SOUTH 16TH AVENUE,BOZEMAN, MONTANA, 597152200.049GALLATIN COUNTY11/9/2021 1:30:52 PM engineers surveyors planners scientistsMorrisonMaierleProject Number:Drawn By:Reviewed By:Approved By:IssueDate09 JULY 202209 JANUARY 2023Gallatin County Commission311 West Main StreetBozeman, MT, 59715Telephone: 406-582-2300ThinkOne Architects101 E Main St. Studio 1Bozeman, MT, 59715T: 406-586-7020ArchitectAndersonMasonDale Architects, P.C.3198 Speer BoulevardDenver, CO 80211T: 303-294-9448Associate ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Civil EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Structural EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Mechanical EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Plumbing EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Electrical EngineerDesign 5 Landscape Architecture111 North Tracy AvenueBozeman, MT 59715T: 406-587-4873Landscape ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Fire Protection EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Technology EngineerCJFMGHCONSTRUCTION DOCUMENTSINFRASTRUCTURE REVIEWMGH02 AUGUST 2022ADD-0226 OCTOBER 2022ADD-0320 JUNE 2023ISSUE FOR CONSTRUCTION20 DECEMBER 2024RECORD DRAWINGS PHASE 1RFI #194 / PR #1731 MAY 2024CITY MODS; ADD PHASING16 OCTOBER 2024GENERAL NOTES1.THE PROJECT IS IN A LOCAL COORDINATE SYSTEM.2.BASIS OF BEARING AND COORDINATES:BEARINGS ARE GEODETIC, DERIVED FROM GPS OBSERVATIONS WITHSURVEY-GRADE RECEIVERS AND REFERENCED TO THE MERIDIAN ATWGS84 NORTH LATITUDE 45°39'40" AND WEST LONGITUDE 111°02'42"3.VERTICAL DATUM: NAVD 88COURTS ANNEXSEWER SERVICECOURTS ANNEXWATER SERVICEEXISTING WATER ANDSEWER SERVICESESESEXISTING SANITARY SEWER LINEPROPERTY LINERECORD DRAWINGS PHASE 1 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 DYH PPTVPTVPTVPPPTVTVTPTPTPTPTPTPTPTPTPWVWV WV PPDYH WV WVPWVWV WVWVDYH WV WVWVDYH WVWVWVWVDYHTPTPDYHWVTPTPTPTP GVESW WWESESES ESES ES ES ES ES ES ES ESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESBPBPBPBPBPBPW W WWWBPBP BPBPBPBTWNGNGNG NGW NG NG NG NGW NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTNGNG NGNG NG NG NG NG NG BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBT BT BT BT ES ESWW W WBPBPBPNGNGBTBTBP BPBPBT BTWWWW W W W W W W W WWWW W NG NG NG NG BP BP BP BP BP BT BT BT BT BTBTBTBTESESESESESESESESESESESESWESESESESESESESESESESESESW WW W W WWW W W BP BP SDSDSDSDESESWWWWWWWWWWS D SDES ES ES ES ES ES ES ES WWWWWWSDGVWV///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ///////// //////////////////////////////SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSD SD SD SDBFBFBFBFBFBFBFBFBFBFBFBF BTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGNGBP BPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNG NG NG BT BTBTBTBTBTBTBT BT BT BTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBP BP BP BT BT BT BT BT BT BT BTNG NG NG NG NG NG NG BT BT BT BT BT BT BT BP BP BP BPBF BF BF BF BF BF BF BF NGNGNGNGNGBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ///////// /// /////////O////////////////////////////////////////// /////////////////////////////////////////////////////////////// O ///// /////////////////////////////////////////////////////////////SDO O O O O O OOOOOOOXXXOSDS D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD WW ESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ESESESESESESESES ES ES ES ES ES ES ES ES ES ES ESESESESESESW WWWWWBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNG NG NG NG NGSDSDSDSD////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////ESESESESES ES ES ES ES ES ES ES ES ES ES ES ES ES ES //////WWNGNGNGNGSDSDSDSDBTBTSDSDSDSDSDSD///////////////////////////////////////////////////////////////////////////ESW WESESESES482548264827482848254824482448264827482248224824482648274828482948304 8 3 1 482448324831483248334834483548344835483348344 8 3 3 48 3 2 4831 4 8 3 6483748384839 48284829483148304829 DETENTIONCENTERLAW AND JUSTICE BUILDING(PHASE 2 DEMOLITION)4829DOCUMENTSTORAGE BUILDINGLEGENDSAN. SEWER CLEANOUTCONTROL POINT/BENCHMARKELEC. BOX/METERGATE POSTFIRE HYDRANTGAS METERGAS VALVEHYD IRRIG. VALVELIGHT POLESTORM DRAIN MANHOLE/VAULTSAN. SEWER MANHOLESTORM DRAIN CURB INLETSIGNEXISTING TREE-CONIFEREXISTING TREE-DECIDUOUSWATER VALVE//////EXISTING ASPHALT EDGESTEXISTING STEAM LINEBPBPNGNGWEXISTING ELEC. LINEEXISTING GAS LINEEXISTING WATER MAINSDSDEXISTING STORM DRAINIRIREXISTING IRRIGATION LINECURB STOPFOEXISTING FIBER OPTIC LINEEXISTING BUILDINGC-002SITE DEMOLITION PLANSOUTH 16TH AVE.NORTH ACCESS DRIVEGALLATIN COUNTYCOURTS615 SOUTH 16TH AVENUE,BOZEMAN, MONTANA, 597152200.049GALLATIN COUNTY11/9/2021 1:30:52 PM engineers surveyors planners scientistsMorrisonMaierleProject Number:Drawn By:Reviewed By:Approved By:IssueDate09 JULY 202209 JANUARY 2023Gallatin County Commission311 West Main StreetBozeman, MT, 59715Telephone: 406-582-2300ThinkOne Architects101 E Main St. Studio 1Bozeman, MT, 59715T: 406-586-7020ArchitectAndersonMasonDale Architects, P.C.3198 Speer BoulevardDenver, CO 80211T: 303-294-9448Associate ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Civil EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Structural EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Mechanical EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Plumbing EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Electrical EngineerDesign 5 Landscape Architecture111 North Tracy AvenueBozeman, MT 59715T: 406-587-4873Landscape ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Fire Protection EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Technology EngineerCJFMGHCONSTRUCTION DOCUMENTSINFRASTRUCTURE REVIEWMGH02 AUGUST 2022ADD-0226 OCTOBER 2022ADD-0320 JUNE 2023ISSUE FOR CONSTRUCTION20 DECEMBER 2024RECORD DRAWINGS PHASE 1RFI #194 / PR #1731 MAY 2024CITY MODS; ADD PHASING16 OCTOBER 2024GENERAL NOTES1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARDSPECIFICATIONS (MPWSS) AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, LATEST EDITION INCLUDINGALL ADDENDA.2.LOCATIONS OF EXISTING OVERHEAD AND BURIED UTILITIES SHOWN ON THIS DRAWING ARE APPROXIMATE,AND SHALL BE FIELD-VERIFIED AND MARKED UNDER THE DIRECTION OF THE CONTRACTOR PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTINGUTILITIES AND SHALL REPAIR ANY FACILITIES DAMAGED DURING PERFORMANCE OF THE WORK.3.PROTECT ALL EXISTING IMPROVEMENTS NOT SPECIFICALLY INDICATED FOR REMOVAL. IMPROVEMENTSTO REMAIN, IF DAMAGED, SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION, AT THECONTRACTOR'S EXPENSE. PROTECT TREES AS NOTED, WITH NO GROUND DISTURBANCE UNDER DRIPLINE.4.ITEMS SHALL BE SALVAGED AS NOTED OR AS OTHERWISE REQUESTED BY THE OWNER. STOCKPILESALVAGED ITEMS ON SITE.5.REMOVE ALL SIGNS AND SIGN POSTS FROM THE WORK AREA. SALVAGE AND RE-USE SIGNS AND/ORPOSTS AS INDICATED ON THE ARCHITECTURAL SITE PLAN OR AS OTHERWISE DIRECTED BY THE OWNER.6.SALVAGE ALL 3'X3'X6' CONCRETE BLOCKS PLACED AROUND THE COURTS ANNEX AND LAW & JUSTICEBUILDINGS. BLOCKS SHALL REMAIN IN PLACE UNTIL THE ADJACENT BUILDING IS UNOCCUPIED AND READYFOR DEMOLITION.7.BEFORE WORKING IN THE PUBLIC RIGHT-OF-WAY, THE CONTRACTOR SHALL OBTAIN THE NECESSARYPERMITS, PROVIDE TRAFFIC CONTROL AND SCHEDULE ROAD CLOSURES AND DETOURS, ALL INACCORDANCE WITH STATE AND LOCAL REGULATIONS AND PERMIT REQUIREMENTS.8.SALVAGEABLE TOPSOIL SHALL BE STOCKPILED ON SITE FOR RE-USE, AT A LOCATION APPROVED BY THEOWNER.9.ABANDONED UNDERGROUND PIPES, CONDUITS AND CABLES MAY GENERALLY REMAIN IN PLACE, BUTSHALL BE REMOVED WHERE ENCOUNTERED DURING EXCAVATION AND AS NOTED ON THE DRAWINGS.REMOVE PIPE AND EQUIPMENT TO EXCAVATION LIMITS. FOR PIPES GREATER THAN 3 INCHES INDIAMETER, CUT AND CAP ENDS OF PIPE, OR PLUG WITH CONCRETE OR GROUT TO A MINIMUM LENGTH OFFOUR PIPE DIAMETERS. COORDINATE WITH UTILITY PROVIDERS AS REQUIRED TO DETERMINE WHETHERSERVICES ARE ACTIVE OR ABANDONED, AND CUT/CAP ABANDONED SERVICES PER THEIR REQUIREMENTS.10.DO NOT REMOVE ANY ACTIVE UTILITIES SERVING THE COURTS ANNEX OR THE LAW & JUSTICE BUILDINGUNTIL AFTER THAT BUILDING IS UNOPCCUPIED AND READY FOR DEMOLITION. DO NOT DISRUPT ANYSERVICES TO OTHER OCCUPIED BUILDINGS, EVEN TEMPORARILY, WITHOUT PRIOR AUTHORIZATION BYTHE OWNER.11.SAWCUT LINES ARE FINAL SAWCUT LOCATIONS TO A CLEAN, VERTICAL CUT EDGE FOR TACK COAT. THECONTRACTOR MAY FIRST MAKE AN INITIAL DEMOLITION SAWCUT FOLLOWED BY A SECOND (FINAL)SAWCUT JUST PRIOR TO PAVING.SAW CUTASPHALT REMOVALCONCRETE REMOVALPROPERTY BOUNDRYEXISITNG CONCRETEPHASE BOUNDRYPHASE 2PHASE 1 7346KEY NOTESREMOVE AND SALVAGE LIGHT POLE - SEE SITE ELECTRICAL PLANSPROTECT LIGHT POLE IN PLACE - SEE SITE ELECTRICAL PLANSPROTECT EXISTING FIRE HYDRANT. REMOVE AND DISPOSE OF EXISTING IRRIGATION LINES, METER PIT AND EQUIPMENTEAST OF FIRE HYDRANT. CAP AT WATER MAIN.PERMANENTLY PLUG SANITARY SEWER SERVICE INTO MANHOLE FROM THE SOUTH.REMOVE AND SALVAGE 12 TREES AND 17 BOULDERS WITHIN THIS AREA FOR RE-INSTALLATION ON THE PROJECT.PROTECT STORM DRAIN TO SOUTH OF PROPOSED STORM DRAIN VAULT, FOR RECONNECTION INTO VAULT. REFER TOSHEET C-101 FOR VAULT LOCATION. REMOVE AND DISPOSE OF STORM DRAIN TO THE NORTH.PROTECT EXISTING FIRE HYDRANT AND 6" WATER MAIN. CONNECT PROPOSED WATER MAIN AS SHOWN ON SHEET C-103.SEVERAL EXISTING UTILITIES SHOWN ON THIS DRAWING MAY HAVE BEEN REMOVED PREVIOUSLY. INDICATED LOCATIONSMAY BE INCORRECT. REMOVE OR RELOCATE ANY AND ALL UTILITIES ENCOUNTERED DURING EXCAVATION AS DIRECTEDBY THE OWNER AND THE ENGINEER. REFER TO GENERAL NOTE 8 ABOVE.DURING PHASE 2 DEMOLITION, AFTER THE COURTS ANNEX AND LAW & JUSTICE BUILDINGS ARE VACATED AND ALLWATER SERVICES HAVE BEEN SHUT OFF, CUT WEST INLET PIPE AT 2' MAX. WEST OF MANHOLE. INSTALL END CAP ANDFILL STUB TO MANHOLE WITH NON-SHRINK GROUT. CUT 1' MIN. FROM ABANDONED PIPE AND CAP OR GROUT END OFREMAINING ABANDONED PIPE PER GENERAL NOTE 9. BACKFILL ABOVE PIPE BEDDING WITH FLOWABLE FILL BEFOREPAVING.EXISTING CONCRETE VAULT. IF ACTIVE, RELOCATE 3' MIN. NORTH OF PROPOSED ACCESS DRIVE (SEE SHEET C-101). IFABANDONED, REMOVE AND DISPOSE OF.SALVAGE SURVEILLANCE CAMERA, POLE AND POLE BASE. REMOVE AND DISPOSE OF 4' X 7' CONCRETE SLAB.PROVIDE UNINTERRUPTED UTILITY SERVICES TO THE COURTS ANNEX BUILDING AND THE LAW & JUSTICE BUILDING UNTILTHE BUILDINGS ARE NO LONGER IN USE AND HAVE BEEN PREPARED FOR DEMOLITION. INSTALL TEMPORARYREPLACEMENT SERVICES AS NEEDED.INDICATED SAWCUT LINES COINCIDE WITH EDGE OF PROPOSED GUTTER TO BE INSTALLED AGAINST EXISTING ASPHALTPAVING TO REMAIN. ENSURE THAT FINAL SAWCUT IS MADE ACCURATELY AT THE DESIGN EDGE OF GUTTER LOCATION.213REMOVE EXISTING STORM DRAIN ANDSTRUCTURES TO WEST. PROTECTMANHOLE CONNECTION FOR PROPOSEDREPLACEMENT PIPESOUTH 15TH AVE.EXISTING, TO REMAINPHASE 1PHASE 1EXISTING, TO REMAINPHASE 2EXISTING, TO REMAINPHASE 1UTILITY TO BE REMOVEDWEST DICKERSON ST.11111122222211222222PROTECT TREESPROTECTTREESPROTECT TREEPROTECT TREEPROTECT TREEPROTECT TREESREMOVE TREESREMOVETREES (TYP.)REMOVE TREESREMOVEMONUMENT SIGNPROTECT TREESPROTECT TREESALONG WESTPROPERTY LINE13REMOVE AND REPLACECONCRETE BARRIERREMOVE BASEBALLBACKSTOP FENCE ANDELECTRICAL PEDESTALREMOVE SHEDREMOVE TREESREMOVE TREEREMOVE TREEREMOVE AND SALVAGE FENCE TONORTH, WITHIN GRADING LIMITSLARGE BOULDER(TYP.)54671C-110SEE DETAILREMOVE AND SALVAGE FENCE TONORTH, WITHIN GRADING LIMITS888888TEST PIT (SEEGEOTECHNICAL REPORT)REMOVE BLOCKRETAINING WALLREMOVE EXISTINGFIRE HYDRANTINSTALL END CAPAT WATER MAIN,SOUTH END OF TEE.910REMOVEMONITORING WELL91011COURTS ANNEX BUILDING (PHASE 1 DEMOLITION)PROTECT CURBED ISLANDAND ASSOCIATED UTIITIES30' WIDE UTILITY EASEMENT.PER 11 FILM 1514 - 10/14/197130' WIDE SEWER EASEMENT.PER 129 FILM 2839 - 02/02/199330' WIDE SEWER AND WATEREASEMENT. PER CITY OF BOZEMANDOCUMENT NO. 2331663 - 05/29/200920' WIDE SEWER EASEMENT.PER CITY OF BOZEMAN DOCUMENTNO. 2331664 - 05/29/200920' WIDE SEWER EASEMENT, PERCITY OF BOZEMAN DOCUMENTNO. 2332457-06/05/2009PROPOSED 30' WIDEWATER MAIN EASEMENTPROPOSED 30' WIDEWATER MAIN EASEMENTUNKNOWN EASEMENT. PER 18 FILM 445 -ILLEGIBLE DOCUMENT (LINEWORKCREATED PER DOCUMENT 2331663).(TYP.)(TYP.)SAW CUT CURB PERGRADING SHEETSGRADING LIMITSESESESEXISTING SEWER MAINBPBPABANDONED ELEC. LINEINSTALL END CAP ON WATER SERVICE ATPOINT OF CONNECTION TO WATER MAINCOURTS ANNEXWATER SERVICE5121213131313AS-BUILTSAW CUT LINERECORD DRAWINGS PHASE 1 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 DYHPPTVPTVPTVPPPTVTVTP TPTPTPTPTP TPTP WVWV WVPDYH WV PWV WVWVWV DYHWVWVWVDYHWVWVWVWVDYHTPTPDYHWVTPTPTPTP GVEW EWEWEWEWEWEWEWEWESESES ESES ES ES ESESESESESESESESESESESESESESBPBPBPBPBPBPEW EW EWEW EWG GGG GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGBPBPBPBPBPBPBPBPBPBPBPCMCMCMCMCMCMCMCMGG G GG G G G G G G BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPTTTTTTTT T T T T T T T T BPBPBPGGGCMCMBPBPBPCM CMEW EWEWWWW W W W W W W W W EW EW EW EWEWWWG G G G G BP BP BP BP BP CM CM CM CM CM CMCMCMCMCMESESESESESESESESESESESESWESESESESESESESESESESESESBP BP ESESWWWWWWWWWWES ES ES ES ES ES ES ES WWWWWW29.5' 54.4'38.0'GV WV//////////////////////////////////////////////////////////////////////////////ESDESDESDESDESDESDBFBFBFBFBFBFBFBFBFBFBFBFBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGNGBP BPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNG NG NG BT BTBTBTBTBTBTBT BT BT BTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBP BP BP BT BT BT BT BT BT BT BTNG NG NG NG NG NG NG BT BT BT BT BT BT BT BP BP BP BPBF BF BF BF BF BF BF BF NGNGNGNGNGBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT/////////////////////////////////////////////////////////////////////////////////////////////////// /// /// /// /// /////////O////////////////////////////////////////// /////////////////////////////////////////////////////////////// O ///// /////////////////////////////////////////// O O OXXX OW ESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ESESESESESESESES ES ES ES ES ES ES ES ES ES ES ESESESESESESW WWWWWBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNG NG NG NG NG//////////////////////////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////ESESESESES ES ES ES ES ES ES ES ES ES ES ES ES ES ESWWNGNGNGNGBTBT///////////////////////////48254825 48254830 4830 4825 48304830 483548344836 483 04835 4835 483048354835 48 3 54831483248324831483348344834483448334832483248334834483248314831483248294829483548344834483448334835483448324834483448374833483548344833483348344835483648374838 4828482848324832 WES0+001+002+003+004+005+00 6+00 7+00 8+00 9+00 9+80 OO OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO O OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO8SD24SD24SD24SD24SD DYH24SD18SD15SD8W8W8W8W8W8W8W8W8W 8W8W8W8W8W8W8W8W8W12SD 15SD15SD18SDDYH SS8W8W8W24SD 24SD24SD24SDBT BT BPBPBPBPBPBPBPBPBPBP12SD12SDNG NG BP24SD24SD12SDDYH12SD 12SD6SD24SD24SD24SD12SD12SD 6SD6SD24SD 24S D 24S DWS8W>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>4830>>>>48 3 0 482248234822482448224825>EXISTING PRE-RELEASE BUILDING(TO REMAIN)LEGENDFIRE HYDRANTHYDLIGHT POLESTORM DRAIN MANHOLE/VAULTSAN. SEWER MANHOLESTORM DRAIN CURB INLETSIGNEXISTING TREE-CONIFEREXISTING TREE-DECIDUOUSTEST PIT (SEE GEOTECHNICAL REPORT)WATER VALVE//////BPBPNGNGWWEXISTING ASPHALT EDGEPROPOSED ELEC. LINEPROPOSED GAS LINEPROPOSED WATER LINEESESEXISTING SEWER MAINBPBPNGNGWWEXISTING ELEC. LINEEXISTING GAS LINEEXISTING WATER LINESDSDPROPOSED STORM DRAINSDSDEXISTING STORM DRAINTOP BACK OF CURB ELEVATIONTBCEDGE OF GUTTER ELEVATIONEGGRADING LIMITSDRAINAGE SWALE/PATHFOEXISTING FIBER OPTIC LINEFOPROPOSED FIBER OPTICEXISTING BUILDINGC-100CIVIL SITE PLANSOUTH 15TH AVE. SOUTH 16TH AVE.WEST DICKERSON ST.NORTH ACCESS DRIVEGALLATIN COUNTYCOURTS615 SOUTH 16TH AVENUE,BOZEMAN, MONTANA, 597152200.049GALLATIN COUNTY11/9/2021 1:30:52 PM engineers surveyors planners scientistsMorrisonMaierleProject Number:Drawn By:Reviewed By:Approved By:IssueDate09 JULY 202209 JANUARY 2023Gallatin County Commission311 West Main StreetBozeman, MT, 59715Telephone: 406-582-2300ThinkOne Architects101 E Main St. Studio 1Bozeman, MT, 59715T: 406-586-7020ArchitectAndersonMasonDale Architects, P.C.3198 Speer BoulevardDenver, CO 80211T: 303-294-9448Associate ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Civil EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Structural EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Mechanical EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Plumbing EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Electrical EngineerDesign 5 Landscape Architecture111 North Tracy AvenueBozeman, MT 59715T: 406-587-4873Landscape ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Fire Protection EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Technology EngineerCJFMGHCONSTRUCTION DOCUMENTSINFRASTRUCTURE REVIEWMGH02 AUGUST 2022ADD-0226 OCTOBER 2022ADD-0320 JUNE 2023ISSUE FOR CONSTRUCTION20 DECEMBER 2024RECORD DRAWINGS PHASE 1RFI #194 / PR #1731 MAY 2024CITY MODS; ADD PHASING16 OCTOBER 2024EXISTING DOCUMENTSTORAGE BUILDING(TO REMAIN)GENERAL NOTES:1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS) ANDCITY OF BOZEMAN MODIFICATIONS TO MPWSS, LATEST EDITIONS INCLUDING ALL ADDENDA2.LOCATIONS OF EXISTING OVERHEAD AND BURIED UTILITIES SHOWN ON THIS DRAWING ARE APPROXIMATE, AND SHALL BEVERIFIED AND MARKED UNDER THE DIRECTION OF THE CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALLBE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES AND SHALL REPAIR ANY FACILITIES DAMAGED DURINGPERFORMANCE OF THE WORK.3.REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL SITE INFORMATION AND DETAILS.4.BEFORE WORKING IN THE PUBLIC RIGHT-OF-WAY, THE CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS, PROVIDETRAFFIC CONTROL AND SCHEDULE ROAD CLOSURES 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 LOCATION APPROVED BY THE OWNER.6.CONCRETE CONTRACTION JOINTS IN SIDEWALKS SHALL BE EQUALLY SPACED AT A DISTANCE EQUAL TO THE SIDEWALKWIDTH. REPLACE CONTRACTION JOINTS WITH EXPANSION JOINTS AT A 32-FOOT MAXIMUM SPACING. LARGER SLABS ORSIDEWALKS SHALL HAVE CONTRACTION JOINTS AT A MAXIMUM SPACING OF 8 FEET IN BOTH DIRECTIONS. BEFORE PLACINGANY CONCRETE, PROVIDE SCALE DRAWING OF PROPOSED EXPANSION AND CONTRACTION JOINT PATTERN FOR ARCHITECT'SAND ENGINEER'S REVIEW AND APPROVAL.1KEY NOTESTHE EXISTING COURTS ANNEX AND LAW & JUSTICE BUILDINGS WILL BE DEMOLISHED. SHUT OFF AND PERMANENTLY CAPEXISTING WATER AND SEWER SERVICES AT THE EXCAVATION LIMITS (SEE SHEETS C-002, C-101 AND C-102).TYPE 3 CONCRETE IS REQUIRED FOR ADDITIVE ALTERNATIVE NO. 1. USE TYPE 1 CONCRETE FOR THIS AREA FOR BASE BIDPRICING.THE PROPOSED 20' WIDE UTILITY EASEMENT IS REQUIRED TO REPLACE A PORTION OF THE EXISTING 20' WIDE SEWEREASEMENT THAT WILL BE RELEASED AND RE-CONVEYED WITH THIS PROJECT.PHASE 1 TEMPORARY PIPE OUTFALL. PHASE 1 DISCHARGE WILL BE CONVEYED THROUGH A TEMPORARY DITCH TO THETEMPORARY PIPE INLET EAST OF THE DETENTION CENTER.PHASE 2EXISTING, TO REMAINPHASE 2EXISTING, TO REMAINPHASE 1EXISTING, TO REMAINWEST ACCESS DRIVEPHASE 1PHASE 2 PHASE 1(15 PARKING SPACES)END CAP(STORM DRAIN TO SOUTHNOT IN CONTRACT)STEPS AND SITERETAINING WALLSCONNECT TOEXISTING FENCECONNECT TOEXISTING FENCEEXISTING WATER ANDSEWER SERVICES1TYPE 1 ASPHALTPAVEMENT (LIGHT DUTY)TYPE 2 ASPHALTPAVEMENT (MEDIUM DUTY)TYPE 3 ASPHALTPAVEMENT (HEAVY DUTY)TYPE 1 CONCRETE SECTION(PEDESTRIAN LOADING)TYPE 2 CONCRETE SECTION(VEHICULAR LOADING)TYPE 3 CONCRETE SECTION(HEATED EXTERIOR SLAB)EAST PONDUNDERGROUND STORAGE #1(SEE SHEET C-101)UNDERGROUND STORAGE #2(SEE SHEET C-102)WEST POND(SEE SHEET C-107)SOUTH POND(SEE SHEET C-109)EAST POND(SEE SHEET C-106)30' WIDE UTILITY EASEMENTPER 11 FILM 1514 - 10/14/1971(TO BE RELEASED AND RE-CONVEYED)30' WIDE SEWER EASEMENT.PER 129 FILM 2839 - 02/02/199330' WIDE SEWER AND WATEREASEMENT. PER CITY OF BOZEMANDOCUMENT NO. 2331663 - 05/29/200920' WIDE SEWER EASEMENT.PER CITY OF BOZEMAN DOCUMENTNO. 2331664 - 05/29/2009(TO BE RELEASED AND RE-CONVEYED)20' WIDE SEWER EASEMENT.PER CITY OF BOZEMAN DOCUMENTNO. 2332457 - 06/05/2009UTILITY EASEMENT ADJOINING TRACT ACOS 691 - PUBLIC UTILITY EASEMENT -DOCUMENT NO. 2532918 - 12/04/2015FIBER UTILITY EASEMENT -DOCUMENT NO. 2557804 - 09/09/2016PROPOSED30' WIDE WATERMAIN EASEMENTPROPOSED 30' WIDEWATER MAIN EASEMENTUNKNOWN EASEMENT. PER 18 FILM 445 -ILLEGIBLE DOCUMENT (LINEWORKCREATED PER DOCUMENT 2331663).ADDITIVEALTERNATIVE #122EXISTINGDETENTION CENTER(TO REMAIN)EXISTING COURTS ANNEX(PHASE 1 DEMOLITION)EXISTING LAW ANDJUSTICE BUILDING(PHASE 2 DEMOLITION)PROPOSED GALLATINCOUNTY COURTS BUILDINGSEE SHEET C-002TYPE 2CONCRETESTEPS AND SITERETAINING WALLS113PROPOSED 20' WIDESEWER EASEMENT3CONSTRUCT CURB & GUTTERAROUND EXISTING MANHOLECOVER - SEE DETAIL7C-111PHASE 2EXISTING, TO REMAINPROPERTY BOUNDRYPHASE 14444PHASE 1 TEMP.PIPE INLETPHASE 1 TEMPORARY PEDESTRIANACCESS TO DETENTION CENTERPHASE 1 TEMP. PEDESTRIAN ACCESS(TO OVERFLOW PARKING ANDDOCUMENT STORAGE BUILDING)DROP CURBFOR DRIVEWAYSDROP CURBFOR DRIVEWAYS1C-1111C-111DROP CURBFOR DRIVEWAYS 1C-111 RECORD DRAWINGS PHASE 1 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 AB: FENCE LOCATIONAB: FENCE LOCATIONAB: FENCE LOCATIONAB: GATE LOCATIONAB: FENCE LOCATIONAB: VEHICLE GATEOPERATOR PADSAB: POLE-MOUNTEDSECURITY CAMERAAB: WATER MAIN 1+002+003+004+00 5+00 6+00 7+00 8+00 9+00 9+80 O O O OOOOOO OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO O O OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOPTVPTVPTVTVTP TPTPTPPPWVWVWVWVDYHWVWVWVDYH WVWVDYHGVESEWEWEWEWEWEWEWEWEWEWEWEWEWEWESESESESESESESESES ES ES ES ES ESESESESESESESESESESESESESESESESESESESESESESESESESESBPBPBPBPBPBPBPBPBPBPEW EW EW EW EW EWEWEWEWEWG GGGGG G G GEWGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPCMCMCMCMCMCMCMCMCMCMCMCMCMCMGG G G G G G G G G G BPBPBPBPBPBPBPT T T T T T T T T T T T T T TEW W W W W W GBP BPCMCMCM CMCMCMBP BP ESESESESWWWWWWWWWWWWES ES ES ES ES ES ES ES ES ES ES ES ES ES WWWWWWWWWWW29.5' 54.4'38.0'GVESDESDESDESDESDBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT BT BT BT BT BT BT BT BT BT BT BT BTBTBTNG NG NG NG NG NG NG NG NG NG NG NG NGBTBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPNGNGNGNGBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBT//////////////////////////////////////////OO///////////////////// //////////////////////////////////////////////////////////////////////////////////////////////// O O ///// / // ///////////////////////////////////////////////// O O O O OOW ESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ESESESESBP BP BP BP BP BP BP BP BP BPBTBTNGNGNGNGNGNGNGNGNGNG NG NG NG NG NG NG ///// / // //////////////////////////////////////////////////////////////////////////////////////////////ES ES ES ES 48254825 48254830 4825 48304830 483548344836 48284828 ESES8SD 8SD DYH8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYH SSSSSSSS8W8W8W8W8W8WBT BT BT BT BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNG NG NG NG BPBPDYH6SD6SD6SDBP6SD6SD6SD6SD6SD WS6FSSS8W8WO OOOOOOOOOOOOOOOOOOOOOOOPTVWWWWWWWVBTBTBTBTBTBTNGNGBP BP BPBPBPBPBPBPBPBTBTBTBTBTBTES ES ESESESESESESESESESESESES //////////////////OC-101SITE UTILITY PLAN - NORTHGALLATIN COUNTYCOURTS615 SOUTH 16TH AVENUE,BOZEMAN, MONTANA, 597152200.049GALLATIN COUNTY11/9/2021 1:30:52 PM engineers surveyors planners scientistsMorrisonMaierleProject Number:Drawn By:Reviewed By:Approved By:IssueDate09 JULY 202209 JANUARY 2023Gallatin County Commission311 West Main StreetBozeman, MT, 59715Telephone: 406-582-2300ThinkOne Architects101 E Main St. Studio 1Bozeman, MT, 59715T: 406-586-7020ArchitectAndersonMasonDale Architects, P.C.3198 Speer BoulevardDenver, CO 80211T: 303-294-9448Associate ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Civil EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Structural EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Mechanical EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Plumbing EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Electrical EngineerDesign 5 Landscape Architecture111 North Tracy AvenueBozeman, MT 59715T: 406-587-4873Landscape ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Fire Protection EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Technology EngineerCJFMGHCONSTRUCTION DOCUMENTSINFRASTRUCTURE REVIEWMGH02 AUGUST 2022ADD-0226 OCTOBER 2022ADD-0320 JUNE 2023ISSUE FOR CONSTRUCTION20 DECEMBER 2024RECORD DRAWINGS PHASE 1RFI #194 / PR #1731 MAY 2024CITY MODS; ADD PHASING16 OCTOBER 2024MATCH LINE (SEE SHEET C-102)DETENTIONCENTERSOUTH ACCESS DRIVENORTH ACCESS DRIVECOURTSANNEXSD MH #7 (5' DIA.)RIM EL. = 30.1012" INV. (NW) = 26.0015" INV. (E) = 24.4924" INV. (S) = 24" INV. (NE) = 23.9874 L.F. - 15" SD @ 1.00%112 L.F. - 24" SD @ 0.60%SD MH #12RIM EL. = 27.1524" INV. (W) = 24" INV. (E) = 22.00SD MH #14 (5' DIA.)RIM EL. = 27.0512" INV. (W) = 23.5018" INV. (N) = 23.0024" INV. (S) = 24" INV .(E) = 22.50SD MH #15 (5' DIA.)RIM EL. = 27.7012" INV. (W) = 24.0324" INV. (S) = 24" INV .(N) = 23.03SD MH #17RIM EL. = 29.5012" INV. (E) = 26.1518" INV. (N) = 18" INV. (S) = 25.65SD MH #18RIM EL. = 29.3318" INV. (S) = 18" INV .(N) = 25.86SD MH #6 (5' DIA.)GRATE EL. = 30.706" INV. (W) = 26.5015" INV. (SE) = 24.0624" INV. (NE) = 24" INV .(SW) = 23.58SD MH #9 (5' DIA.)RIM EL. = 30.6212" INV. (E) = 12" INV. (W) = 25.7618" INV. (S) = 25.2624" INV. (N) = 24.76SD MH #3 (CONTROL STRUCTURE)RIM EL. = 27.0018" INV. (SW) = 18" INV. (NE) = 21.66SEE DETAILCURB INLET #3 (2' x 3')TBC = 25.6312" INV. (W) = 22.47CURB INLET #5 (2'X3')TBC = 30.6412" INV. (W) = 27.30CURB INLET #19 (2'X3')TBC = 27.0812" INV. (E) = 23.99CURB INLET #20 (2' x 3')TBC = 27.4212" INV. (E) = 24.29CURB INLET #24 (2' x 3')TBC = 29.4712" INV. (W) = 26.40CURB INLET #25 (4' DIA.)TBC = 4828.5012" INV. (S) = 12" INV. (N) = 25.68CURB INLET #26 (2'x3')TBC = 28.6512" INV. (N) = 25.87CURB INLET #17 (2'X3')TBC = 30.3512" INV. (W) = 12" INV. (N) = 26.71CURB INLET #16 (4' DIA.)TBC = 28.65EG = 28.4912" INV. (S) = 12" INV. (E) = 26.05CURB INLET #15 (3' DIA.)TBC = 29.3712" INV. (W) = 12" INV. (N) = 25.62DROP INLET #4 (2' DIA.)GRATE EL. = 28.2012" INV. (E) = 25.73CURB INLET #14 (3' DIA.)TBC = 28.936" INV. (W) = 26.0812" INV. (S) = 25.58CURB INLET #10 (2'X3')TBC = 30.6912" INV. (W) =12" INV. (E) = 25.98CURB INLET #11 (2'x3')TBC = 30.4712" INV. (W) = 26.64CURB INLET #7 (EXISTING)TBC = 29.60±EXISTING 15" INV. (SE) = 24.9±15" INV. (NW) = 24.80CURB INLET #2 (VAULT)TBC = 27.55EXISTING 15" INV. (S) = 22.25±18" INV. (N) = 22.258 3 L .F . - 1 8 " SD @ 1 .4 0%98 L.F. - 18" SD51 L.F. - 24" SD @ 0.63%41 L.F. - 12" SD54 L.F. - 8" SD @ 1.00%172 L.F. - 24" SD @ 0.60%156 L.F. - 18" SD @ 0.70% 56 L.F. - 2 4 " S D @ 0 . 7 1 % 56 L.F. - 24" SD @ 0.71%112 L.F. - 6" SS @ 3.00%33 L.F. - 12" SD82 L.F. - 12" SD @ 0.80%INV. = 22.90INV. = 21.5424" INV. = 21.4624" INV. = 21.5028 L.F. - 18" SD @ 4.43%DRY WELL #2RIM EL. = 24.708" INV. (N) = 21.0412" INV. (E) = 21.045 L.F. - 8" SD @ 1.00%8" INV. = 22.72142 L . F . - 2 4 " S D @ 0 . 7 0 %60 LF - 36" DIA.CASING/SLEEVE PIPESD MH #13RIM EL. = 27.888" INV. (S) = 22.8012" INV. (W) = 12" INV. (N) = 24.0024" INV. (E) = 22.90SEE DETAIL@ 2.44%INV. = 25.0018" INV. = 25.00@ 0.80%SD MH #16 (5' DIA.)RIM EL. = 27.906" SD (NE) = 25.5612" INV. (W) = 24.8512" INV. (SE) = 25.0618" INV. (S) = 24.5624" INV .(N) = 24.06CURB INLET #22 (3' DIA.)TBC = 28.4212" INV. (W) = 12" INV. (E) = 25.238" CLEANOUTINV. (W) = 22.926" CLEANOUTINV. = 20.046" CLEANOUTINV. (W) = 21.458" CLEANOUTINV. (N) = 23.4356 L.F. - 18" SD @ 0.70%32 L.F. - 12" SD@ 0.60%42 L.F. - 18" SD@ 0.60%39 L.F. - 18" SD@ 0.60%INV. = 25.50INV. = 25.50MATCH LINESD MH #1 (EXISTING)EXISTING RIM EL. = 24.14±EXISTING 24" INV. (S) = 20.19±EXISTING 18" INV .(N) = 20.04±18" INV .(W) = 20.16CURB INLET #1 (2'x3')TBC = 22.9012" INV. (S) = 20.30DRY WELL #1RIM EL. = 23.2012" INV. (N) = 20.208" DI WATER MAIN8' x 6" TEEFIRE HYDRANT8" x 8" TAPPING SLEEVE4" DI DOMESTICWATER SERVICE6" DI FIRE WATER SERVICE(SEE SHEET C-104)CONNECT TO EXISTING8" SEWER MAINGENERAL NOTES:1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS (MPWSS), SIXTH EDITION, AND CITY OF BOZEMANMODIFICATIONS TO MPWSS, LATEST EDITION.2.LOCATIONS OF EXISTING OVERHEAD AND BURIED UTILITIES SHOWN ON THIS DRAWING AREAPPROXIMATE, AND SHALL BE VERIFIED AND MARKED UNDER THE DIRECTION OF THECONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES AND SHALL REPAIR ANY FACILITIESDAMAGED DURING PERFORMANCE OF THE WORK.3.BEFORE WORKING IN THE PUBLIC RIGHT-OF-WAY, THE CONTRACTOR SHALL OBTAIN THENECESSARY PERMITS, PROVIDE TRAFFIC CONTROL AND SCHEDULE ROAD CLOSURES, ALL INACCORDANCE WITH STATE AND LOCAL REGULATIONS AND PERMIT REQUIREMENTS.4.USE THE FOLLOWING MATERIALS FOR STORM DRAIN (SD) PIPE:-SMALLER THAN 8" DIAMETER: USE SDR 26 PVC-8" TO 10" DIAMETER: USE SDR 35 PVC-LARGER THAN 10" DIAMETER: USE DOUBLE-WALL POLYPROPYLENE "HP-STORM" ORENGINEER-APPROVED EQUAL5.DROP INLET, 12" SQUARE - USE AREA DRAIN WITH ADA GRATE, NO. AD-1 AS SUPPLIED BYTUF-TITE.6.STORM DRAIN STRUCTURES SHALL COMPLY WITH CITY OF BOZEMAN STANDARDDETAILS AS FOLLOWS:-MANHOLE - STD. DRAWINGS #02720-3 AND #02720-4 (4' DIA. UNLESS NOTEDOTHERWISE).-DROP INLET, 2' DIA. - STD. DRAWING #02720-2-CURB INLET (2'X3') - STD. DRAWING #02720-1A-CURB INLET (3' DIA.) - STD. DRAWING #02720-2 (MODIFIED TO 3' DIA., WITH2'x2' GRATE)-CURB INLET (4' DIA.) - STD. DRAWING #02720-1B7.MANHOLES AND DROP INLETS NOTED AS "GRATE EL.= XX.XX" SHALL HAVE OPENGRATE COVERS; THOSE NOTED AS "RIM EL.= XX.XX" SHALL HAVE SOLID COVERS.8.FOR CLARITY, PROPOSED ELEVATIONS WERE TRUNCATED TO TWO PLACES LEFTOF THE DECIMAL.9.COORDINATE WITH UTILITY PROVIDERS/INSTALLERS TO ENSURE THAT ALLUTILITIES ARE PLACED AT THE INTENDED DEPTH RELATIVE TO FINISHED GRADE,NOT TO EXISTING GRADE. ALSO COORDINATE ON UTILITY SLEEVE INSTALLATIONS.10.INSTALL UTILITIES IN TWO PHASES CONSISTENT WITH PHASNG OF SURFACEIMPROVEMENTS AS SHOWN ON SHEET C-100. PROVIDE TEMPORARY DRAINAGESTRUCTURES AND PUMPING AS NEEDED TO MAINTAIN A WELL DRAINED SITETHROUGHOUT THE PROJECT.12KEY NOTESPIPE MATERIAL AND INVERT IN (BUILDING SIDE) SHALL BE AS INDICATED ON THEBUILDING'S MECHANICAL/PLUMBING PLANS. CHANGE PIPE MATERIAL ONBUILDING SIDE OF THE CLEANOUT TO THE SPECIFIED SITE PIPING MATERIALUSING THE APPROPRIATE SIZE FERNCO STEEL BAND COUPLING.UNDERGROUND STORAGE SHALL BE STORMTECH MODEL SC-740 CHAMBERS ASMANUFACTURED BY ADS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.SEE SHEET C-112 FOR ADDITIONAL DETAILS.GROUT NEW 18" SD INTO ENLARGED KNOCKOUT HOLE FROM REMOVED 14"X24"HORIZ. ELLIPTICAL RCP.SALVAGE SURVEILLANCE CAMERA, POLE AND CONCRETE SLAB.PROVIDE 18" MIN. CLEARANCE AT PIPE CROSSINGS. LOWER PROPOSED OREXISTING WATER MAINS PER CITY OF BOZEMAN STD. DETAIL NO. 02660-11 TOMAINTAIN SLOPE ON GRAVITY LINES.111UNDERGROUND STORAGE #1-87 CHAMBERS (3 ROWS, 29 CHAMBERS PER ROW)-BOTTOM OF CHAMBERS ELEV. = 22.50 (LEVEL)-MAX. SUBGRADE ELEV. = 21.90-MIN. FINISHED GRADE ELEV. = 26.50-REQ'D MIN. 10-YR VOLUME = 5,928 CU. FT.2CURB INLET #6 (3' DIA.)TBC = 31.1712" INV. (E) = 27.90SD MH #5 (5' DIA.)RIM EL. = 31.0812" INV. (SW) = 27.6024" INV. (SW) = 24" INV. (N) = 22.90DROP INLET #1 (12" SQ.)GRATE ELEV. = 30.806" INV. (W) = 6" INV .(E) = 27.24DROP INLET #2 (12" SQ.)GRATE ELEV. = 30.806" INV. (E) = 29.0024 L.F. - 12" SD @ 0.70%CURB INLET #23 (2'X3')TBC = 28.2012" INV. (E) = 25.63FIRE HYDRANTFIRE HYDRANT143 L.F. - 12" SD @ 0.50%27 L.F. - 18" SD@ 5.00%ELECTRICAL PANELAND METERGAS METERGENERATORTRANSFORMER95 L.F. - 24" SD @ 0.72%SD MH #4 (5' DIA.)RIM EL. = 31.5312" INV. (E) = 27.2024" INV. (S) = 24" INV. (N) = 22.5015 L.F. - 12" SD @ 2.00%5 L.F. - 24" SD @ 2.00%89 L.F. - 15" SD @0.63%43 L.F.12" SD @1.00%CURB INLET #18 (2'X3')TBC = 30.2212" INV. (E) = 27.0766 L.F. - 12" SD @ 0.80%CURB INLET #9 (2'X3')TBC = 30.5412" INV. (E) = 26.30SD MH #8 (4' DIA.)RIM EL. = 28.9712" INV. (S) = 12" INV. (W)= 12" INV.(N) = 25.3015" INV. (E) = 25.0557 L.F. - 12" SD @ 0.70%DROP INLET #6 (12" SQ.)GRATE ELEV. = 30.706" INV. (W) = 28.3221 L.F. - 12" SD @ 1.20%55 L.F. - 8" SD @ 2.40%DRY WELL #3RIM EL. = 28.328" INV. (E) = 21.6063 L.F. - 6" SD @ 2.80%32 L.F. - 6" SD27 L.F. - 12" SD@ 0.81%27 L.F. - 12" SD@ 2.00%37 L.F. - 18" SD @1.00% 28 L.F. - 12" SD@ 1.00%61 L.F. - 12" SD@0.70%35 L.F. - 12" SD@ 0.91%36 L.F. - 12" SD@ 1.00%35 L.F. - 12" SD@ 1.40%69 L.F. - 6" SD @ 4.00%29 L.F. - 12" SD@ 0.62%GRADING LIMITS/PHASE LINE33 L.F. - 24" SD@ 0.67%CURB INLET #4 (4' DIA.)TBC = 26.2012" INV. (W) = 12" INV. (E) = 21.6845° BEND18" INV. = 24.3514 LF - 18" SD @ 4.60%@ 2.30%5 L.F. - 12" SD @ 2.00%148 L.F. - 24" SD @ 0.61%EXISTIG 24" F.E.S.INV. = 20.80SAND OIL SEPARATORSEE MECHANICAL/PLUMBINGPLANS FOR DETAILSINSPECTION PORTINSPECTION PORTISOLATOR ROW8" DI WATER MAIN 306015300SCALE IN FEETCURB INLET #8 (3' DIA.)TBC = 30.0212" INV. (S) = 26.6030 L.F. - 12" SD@ 2.00%DROP INLET #3 (12" SQ.)GRATE ELEV. = 31.126" INV. (E) = 26.9242 L.F. - 6" SD @ 2.00%8" CLEANOUTINV. (N) = 23.3434547C-1126C-112EXISTINGWATER VALVES8PIPE CROSSING:18" SD INV. = ±21.58" DI (TOP) = ±19.7 (MAX.)(SEE BOTTOM LEFT)5PIPE CROSSING:18" SD INV. = ±21.78" DI (TOP) = ±19.9 (MAX.)5PIPE CROSSING:18" SD INV. = ±21.98" DI (TOP) = ±16.95@ 0.50%EAST PONDEXISTING WATER VALVE8PIPE CROSSING:24" SD INV. = ±21.88" DI (TOP) = ±19.85PIPE CROSSING:24" SD INV. = ±22.96" SS INV. = ±20.355PIPE CROSSING:18" SD INV. = ±25.88" DI (TOP) = ±23.2538" GATE VALVE ANDTEMP. PHASE 1 BLOWOFFPIPE CROSSING:18" SD INV. = ±25.48" DI (TOP) = ±23.5 (MAX.)5ABANDON SEWER MAINTO WEST (PHASE 2)SEE SHEET C-002ABANDONED SANITARYSEWER MAINPHASE 2WATER MAINPHASE 1WATER MAIN4" GATE VALVEINSTALL 4" GATE VALVE 3.0' WEST OF CENTERLINE 8" DI WATER MAIN, ANDCONNECT 4" DI DOMESTIC WATER SERVICE TO WATER MAIN. SEE SHEET C-103.INSTALL THRUST BLOCKS AT ALL BENDS PER CITY OF BOZEMAN STD. DRAWINGNO. 02660-1.ADJUST EXISTING VALVE BOXES TO MATCH FINISHED GRADE.INSTALL 24" SD CARRIER PIPE THROUGH INSTALLED 36" SD CASING PIPE.INSTALL WITH PRE-FABRICATED CASING SPACERS AND WATER-TIGHT ENDCAPS.PHASE 1 TEMPORARY PIPE OUTFALL. PHASE 1 DISCHARGE WILL BE CONVEYEDTHROUGH A TEMPORARY DITCH TO THE TEMPORARY PIPE INLET EAST OF THEDETENTION CENTER.6677SD MH #2RIM EL. = 25.0018" INV. (SW) = 18"INV. (E) = 20.5024 L.F. - 18" SD@ 1.41%PIPE CROSSING:18" SD INV. = ±20.78" DI (TOP) = ±18.9 (MAX.)ABANDON EXISTING SEWERSERVICE - SEE SHEET C-002BOTTOM ELEV. = 21.00WEST PONDBOTTOM ELEV. = 24.50899MATCH LINE(SEE TOP RIGHT)RELOCATED VAULT ASREQUIRED - SEE SHEET C-00218" INV. = 22.0588 L.F. - 24" SD@ 0.60%CURB INLET #21 (2'x3')TBC = 28.0412" INV. (E) = 24.9715 L.F. - 12" SD @ 0.80%PHASE 1EXISTING, TO REMAIN101010PHASE 1 TEMP.PIPE INLET101010PHASE 1PHASE 2 PHASE 2EXISTING,TO REMAINPHASE 1PHASE 2PHASE 2PHASE 1RECORD DRAWINGS PHASE 1 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 IMPROVEMENTSAB: GAS METER LOCATIONAB: CONTROLPANEL ADDEDAB: WATER MAIN139' AS-BUILT 18" INV. = 21.8736 L.F. - 18" SD@ 0.50%AB: POLE-MOUNTEDSECURITY CAMERAHYDAB: REPLACED WITHNEW FIRE HYDRANT DYHPPPTPTPTPTPWVWVWVDYHWVWV WVWVDYHTPTPDYHWVTPTPTPTP G GGG G G G G G G BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPTTTTTTTTTTTTTBPBPBPBPBPGGGGGCMCMCMCMBP BPB P BP BP BPCM CMCMCMEW EW EWEWEWEWWWWWW W W W W W W W W W W EW EW EW EW EWEWEWEWWWWWG G G G G G G GBPBPBPBPBPBPBPBP BP CM CM CM CM CM CM CM CM CM CMCMCMCMCMCMCMCMCMESESESESESESESESESESESESESESESESESESESESESWWESESESESESESESESESESESESESESESESESESESESESBP BP BP BP ES ES ES ES ///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////ESDESDESDESDESDESDESDBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFNGNG NGNGNGNGNGNGNGNGNGNGNG NG NG NG NG BT BTBTBTBTBTBTBTBTBTBTBT BT BT BT BTBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BP NG BF BF BF BF BF BF BF BF BF BF BF BF BF BF NGNGNGNGNGNGNGBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// /// /// /// /// /// /// //////////////////////////////////////////////////////////// ///////////////////////////////////////////////////////////////XXXXXXES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ESESESESESESESESESESESW W WWWWWWWWBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNG//////////////////////////////////////////////////////////////////////////////////////////////////////////////////ESESESESESESESES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ESNGNGNGNGNGNGNGBPBTBTBTBT/////////////////////////////////////////////////////////////////////////////////4830 483548344836 48304835 4835 483048354835 48 3 54831483248324831483348344834483448334832483248334834483248314831483248294829483548344834483448334835483448324834483448374833483548344833483348344835483648374838 4828482848324832 WWW1+002+003+004+00 5+00 6+00 7+00 8+00 9+008W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYH DYH8W8WC-102SITE UTILITY PLAN - SOUTHGALLATIN COUNTYCOURTS615 SOUTH 16TH AVENUE,BOZEMAN, MONTANA, 597152200.049GALLATIN COUNTY11/9/2021 1:30:52 PM engineers surveyors planners scientistsMorrisonMaierleProject Number:Drawn By:Reviewed By:Approved By:IssueDate09 JULY 202209 JANUARY 2023Gallatin County Commission311 West Main StreetBozeman, MT, 59715Telephone: 406-582-2300ThinkOne Architects101 E Main St. Studio 1Bozeman, MT, 59715T: 406-586-7020ArchitectAndersonMasonDale Architects, P.C.3198 Speer BoulevardDenver, CO 80211T: 303-294-9448Associate ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Civil EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Structural EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Mechanical EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Plumbing EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Electrical EngineerDesign 5 Landscape Architecture111 North Tracy AvenueBozeman, MT 59715T: 406-587-4873Landscape ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Fire Protection EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Technology EngineerCJFMGHCONSTRUCTION DOCUMENTSINFRASTRUCTURE REVIEWMGH02 AUGUST 2022ADD-0226 OCTOBER 2022ADD-0320 JUNE 2023ISSUE FOR CONSTRUCTION20 DECEMBER 2024RECORD DRAWINGS PHASE 1RFI #194 / PR #1731 MAY 2024CITY MODS; ADD PHASING16 OCTOBER 2024MATCH LINE (SEE SHEET C-101)PRE RELEASEBUILDINGLAW AND JUSTICE BUILDINGSOUTH 16TH AVE.WEST DICKERSON ST.DOCUMENTSTORAGE BUILDING39 L.F. - 18" SD@ 0.60%CONNECT TO EXISTING 6" TEEWITH 6" x 8" REDUCERPROPOSED8" DI WATER MAINPROPOSED8" DI WATER MAINCONNECT TO EXISTING 6" WATER MAINWITH 6" x 6" TAPPING TEE AND 6" x 8" REDUCER.ABANDON EXISTING WATER MAIN TO NORTHWEST.45° BEND18" INV. = 26.00END CAP18" INV. = 26.2956 L.F. - 18" SD @ 0.70%CURB INLET #13 (2'X3')TBC = 33.2612" INV. (W) = 30.00CURB INLET #12 (2'X3')TBC = 33.0812" INV. (E) = 12" INV. (N) = 29.5072 L.F. - 12" SD @0.70%80 L.F. - 12" S D @ 2 . 5 0 %13 L.F. - 12" SD @ 3.23%27 L.F. - 12" SD @ 4.00%37 L.F. - 18" SD @ 1.00%4 L.F. - 24" SD@ 0.00%12" INV. = 28.00DROP INLET #5 (3' DIA.)RIM EL. = 31.1012" INV. (W) = 12" INV. (S) = 27.58SD MH #10 (4' DIA.)RIM EL. = 31.6712" INV. (W) =28.0018" INV. (N) = 25.13SEE DETAILSD MH #11 (5' DIA.)RIM EL. = 31.2024" INV. (E) =26.5012" INV. (N) = 28.0012" INV. (S) = 27.50UNDERGROUND STORAGE #2-16 CHAMBERS (2 ROWS, 8 CHAMBERS PER ROW)-BOTTOM OF CHAMBERS ELEV. = 26.50 (LEVEL)-MAX. SUBGRADE ELEV. = 25.90-MIN. FINISHED GRADE ELEV. = 30.50-REQ'D MIN. 10-YR VOLUME = 1,090 CU. FT.GRADING LIMITSGENERAL NOTES:1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS (MPWSS), SIXTH EDITION, AND CITY OF BOZEMANMODIFICATIONS TO MPWSS, LATEST EDITION.2.LOCATIONS OF EXISTING OVERHEAD AND BURIED UTILITIES SHOWN ON THIS DRAWING AREAPPROXIMATE, AND SHALL BE VERIFIED AND MARKED UNDER THE DIRECTION OF THECONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES AND SHALL REPAIR ANY FACILITIESDAMAGED DURING PERFORMANCE OF THE WORK.3.BEFORE WORKING IN THE PUBLIC RIGHT-OF-WAY, THE CONTRACTOR SHALL OBTAIN THENECESSARY PERMITS, PROVIDE TRAFFIC CONTROL AND SCHEDULE ROAD CLOSURES, ALLIN ACCORDANCE WITH STATE AND LOCAL REGULATIONS AND PERMIT REQUIREMENTS.4.USE THE FOLLOWING MATERIALS FOR STORM DRAIN (SD) PIPE:-SMALLER THAN 8" DIAMETER: USE SDR 26 PVC-8" TO 10" DIAMETER: USE SDR 35 PVC-LARGER THAN 10" DIAMETER: USE DOUBLE-WALL POLYPROPYLENE "HP-STORM" ORENGINEER-APPROVED EQUAL5.DROP INLET, 12" SQUARE - USE AREA DRAIN WITH ADA GRATE, NO. AD-1 AS SUPPLIED BYTUF-TITE.6.STORM DRAIN STRUCTURES SHALL COMPLY WITH CITY OF BOZEMAN STANDARD DETAILSAS FOLLOWS:-MANHOLE - STD. DRAWINGS #02720-3 AND #02720-4 (4' DIA. UNLESS NOTEDOTHERWISE).-DROP INLET, 2' DIA. - STD. DRAWING #02720-2-CURB INLET (2'X3') - STD. DRAWING #02720-1A-CURB INLET (3' DIA.) - STD. DRAWING #02720-2 (MODIFIED TO 3' DIA.)-CURB INLET (4' DIA.) - STD. DRAWING #02720-1B7.MANHOLES AND DROP INLETS NOTED AS "GRATE EL.= XX.XX" SHALL HAVE OPEN GRATECOVERS; THOSE NOTED AS "RIM EL.= XX.XX" SHALL HAVE SOLID COVERS.8.FOR CLARITY, PROPOSED ELEVATIONS WERE TRUNCATED TO TWO PLACES LEFT OF THEDECIMAL.9.COORDINATE WITH UTILITY PROVIDERS/INSTALLERS TO ENSURE THAT ALL UTILITIES AREPLACED AT THE INTENDED DEPTH RELATIVE TO FINISHED GRADE, NOT TO EXISTINGGRADE. ALSO COORDINATE ON UTILITY SLEEVE INSTALLATIONS.10.INSTALL UTILITIES IN TWO PHASES CONSISTENT WITH PHASNG OF SURFACEIMPROVEMENTS AS SHOWN ON SHEET C-100. PROVIDE TEMPORARY DRAINAGESTRUCTURES AND PUMPING AS NEEDED TO MAINTAIN A WELL DRAINED SITETHROUGHOUT THE PROJECT.1KEY NOTESUNDERGROUND STORAGE SHALL BE STORMTECH MODEL SC-740CHAMBERS AS MANUFACTURED BY ADS. INSTALL PER MANUFACTURER'SRECOMMENDATIONS. SEE SHEET C-112 FOR ADDITIONAL DETAILS.PROVIDE 18" MIN. CLEARANCE AT PIPE CROSSINGS. LOWER PROPOSEDOR EXISTING WATER MAINS PER CITY OF BOZEMAN STD. DETAIL NO.02660-11 TO MAINTAIN SLOPE ON GRAVITY LINES.306015300SCALE IN FEET1INSPECTION PORT7C-112SOUTH POND2PIPE CROSSING:18" SD INV. = ±26.08" DI (TOP) = ±24.2 (MAX.)2EXISTING 30' WIDE SEWERAND WATER EASEMENTEXISTING 20' WIDESEWER EASEMENTPROPOSED 30' WIDE WATERMAIN EASEMENTUNKNOWN EASEMENT. PER 18 FILM 445 -ILLEGIBLE DOCUMENT (LINEWORKCREATED PER DOCUMENT 2331663).PROPOSED 30' WIDEWATER MAIN EASEMENTISOLATOR ROWEXISTING 30' WIDE SEWERAND WATER EASEMENTPHASE 2EXISTING, TO REMAINPHASE 1PHASE 2EXISTING, TO REMAINPHASE 2EXISTING, TO REMAINPHASE 2PHASE 2 EXISTING, TO REMAIN RECORD DRAWINGS PHASE 1 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 AB: WATER MAINHYDAB: REPLACED WITHNEW FIRE HYDRANT TPTP WVDY HESESESESESESESESESESBFBFBFBFBFBFNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTESESESESESESESBPBPBPBPBPBPBPBPBPBPBTBTBTBTNGNGNGNGNGNGNGNGNGNGNG/////////W482548304831482948294828482824SD24SD18SD18SD8W8W8W8W8W 8W24SD24SD24SD24SD12SD6SD6SD8W8W0+89-0+100+0048274829 48284830DYH TPTP TPWVTPTP GGCMCMGG G G G G GBPBPBPBP BPBPBPBPBPBPBPBPBPTTTTTTTEW ///////////////////// //////ESDESDESDESDESDESDBFBFBFBFBFBF BF BF BF BF ///////// /////////////////////////////////ESESESESESES//////////////////////////////////////////4830 483548344836 4830 48 3 548314 8 3 2 4832 4831 4828 WW18SD18SD8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYH 12SDDYH12SD12SD8W0+89 6+700+001+00 2+00 3+00 4+00 5 + 0 06+008" - 45° BENDSTA 4+73.248" - 45° BENDSTA 5+04.338"x6" TEESTA 2+27.418"x6" TEESTA 4+71.518" - 45° BENDSTA 6+60.788"x6" TEESTA 6+58.016" - 45° BENDSTA 6+58.01, 3.04' RTFIRE HYDRANT ASSEMBLYSTA 2+27.40, 11.30' RTFINISH GRADE ELEV = 4831.308" GATE VALVESTA 2+30.03FIRE HYDRANT ASSEMBLYSTA 4+71.51, 21.83' LTFINISH GRADE ELEV = 4831.50483248304 8 3 0 OOOOOOOOOOOOOOOOOOOOOOOOOOOOOO O O O O O O O O O P TP WVDYH WV GV EWEW G G G G GGG EW G G GG G G G GGGGG TTTTTTTTTTTW W W GV BT BT BT BT BT NG NG NG NGBTBTWWW DYH8W8W8W8W8W24SD24SD BTBTBTBP B P BPBP12SD 12SD 12SD NGNGNGBPBP12SD 24SD24SD24SDWS6FS-0+15 0+00 1+00 1+758"x6" TEESTA 0+96.25'8"x8" TAPPING SLEEVEAND GATE VALVESTA 0+00.00FIRE HYDRANT ASSEMBLYSTA 0+96.23, 14.94' RTFINISHED GRADE ELEV = 4827.708" X 6" TEESTA 1+63.73SEE SHEET C-104 FORFIRE SERVICE CONTINUATION4829 482548104815482048254830483548404810481548204825483048354840FG-EG--0+20FG-4828.67EG-4829.140+00FG-4829.86EG-4828.19FG-EG-1+00FG-EG-1+50STA 1+01.328" TEESTA 0+71.788" - 90° BEND WITH PLUGAT NORTH END STA 0+03.00 8" x 6" REDUCER STA 0+01.50 6" GATE VALVE48104815 482048254830483548404810481548204825483048354840FG-EG--0+20FG-4829.75EG-4828.710+00FG-4830.09EG-4829.64 FG-4830.41 EG-4830.271+00FG-4830.32 EG-4830.80 FG-4830.57 EG-4831.462+00FG-4830.88 EG-4832.15 FG-4830.52 EG-3+00FG-4830.77 EG- FG-4830.78 EG-4+00FG-4830.44 EG- FG-4830.78 EG-4830.845+00FG-4831.27 EG-4831.37 FG-4831.71 EG-4831.766+00FG-4832.13 EG-4832.08 FG- EG-6+80STA 4+73.24 8" - 45° BEND STA 5+04.33 8" - 45° BEND STA 2+27.41 8" x 6" TEE STA 4+71.51 8" x 6" TEE STA 6+58.01 8" x 6" TEE STA 1+88.03 END PHASE 1 WATER MAIN 8" GATE VALVE AND TEMP. BLOWOFF STA 2+30.03 8" GATE VALVE STA 6+60.78 8" - 45° BEND STA 0+00.008" TEE PHASE 2 CONSTRUCTIONPHASE 1 CONSTRUCTION48054810481548204825483048354805481048154820482548304835FG- EG--0+20FG-4826.71 EG-4824.150+00FG-4826.10 EG-4824.95 FG-4827.06 EG-4826.431+00FG-4830.04 EG-4827.61 FG-4830.70 EG-4828.161+75STA 0+96.25 8" TEE STA 0+00.00 EXISTING 8" WATER MAIN INSTALL 8" TAPPING SLEEVE STA 1+63.73 8" x 6" TEE STA 1+66.79 8" x 4" 90° REDUCER BEND (END WATER MAIN)0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET5101020255050100C-103WATER MAIN PLAN AND PROFILEGALLATIN COUNTYCOURTS615 SOUTH 16TH AVENUE,BOZEMAN, MONTANA, 597152200.049GALLATIN COUNTY11/9/2021 1:30:52 PM engineers surveyors planners scientistsMorrisonMaierleProject Number:Drawn By:Reviewed By:Approved By:IssueDate09 JULY 202209 JANUARY 2023Gallatin County Commission311 West Main StreetBozeman, MT, 59715Telephone: 406-582-2300ThinkOne Architects101 E Main St. Studio 1Bozeman, MT, 59715T: 406-586-7020ArchitectAndersonMasonDale Architects, P.C.3198 Speer BoulevardDenver, CO 80211T: 303-294-9448Associate ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Civil EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Structural EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Mechanical EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Plumbing EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Electrical EngineerDesign 5 Landscape Architecture111 North Tracy AvenueBozeman, MT 59715T: 406-587-4873Landscape ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Fire Protection EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Technology EngineerCJFMGHCONSTRUCTION DOCUMENTSINFRASTRUCTURE REVIEWMGH02 AUGUST 2022ADD-0226 OCTOBER 2022ADD-0320 JUNE 2023ISSUE FOR CONSTRUCTION20 DECEMBER 2024RECORD DRAWINGS PHASE 1RFI #194 / PR #1731 MAY 2024CITY MODS; ADD PHASING16 OCTOBER 2024EXISTING GRADEFINISHED GRADEEXISTING GRADEFINISHED GRADEEXISTING GRADEFINISHED GRADE6.5' MIN.COVER(TYP.)6.5' MIN.COVER(TYP.)FIRE HYDRANTASSEMBLYEXISTING BUILDING,TO BE REMOVED IN PHASE 2WATER MAIN - A(PHASE 1 CONSTRUCTION)INSTALL 101 L.F. 8" CLASS 51 D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGBURIED POWER, NATURALGAS, AND TELEPHONESTA 0+5.77'EXISTING SANITARYSEWER MAINSTA 0+11.30NATURAL GAS UTILITY CROSSINGSTA 0+22.52PROPOSED 18" STORM DRAINSTA 0+34.79SEE SHEET C-102PROPOSED 18" STORM DRAINSTA 0+21.04SEE SHEET C-101PROPOSED 18" STORM DRAINSTA 3+54.41SEE SHEET C-101REMOVE EXISTINGSEWER SERVICESEE SHEET C-002REMOVE EXISTINGWATER SERVICESEE SHEET C-002CONNECT TOEXISTING WATER MAINPROPOSED 24" STORM DRAINSTA 3+54.41'INV. = 4821.740VERT. SCALE IN FEET0HORIZ. SCALE IN FEET5101020255050100WATER MAIN - BINSTALL 662 L.F. 8" CLASS 51 D.I. WATER PIPEAND 34 L.F. 6" CLASS 51 D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET5101020255050100WATER MAIN - C(PHASE 1 CONSTRUCTION)INSTALL 167 L.F. 8" CLASS 51 D.I. WATER PIPEAND 14 L.F. 6" CLASS 51 D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING8"x8" TEESTA 0+00.00'INSTALL WATER MAIN CROSSING PERC.O.B. STD. DETAIL NO. 02660-11STA 0+00CONNECT TOEXISTING 6" X 6" TEE1KEY NOTESEND PHASE 1: INSTALL GATE VALVE, THRUST BLOCK AND TEMPORARY BLOWOFF. REMOVE TEMPORARYBLOWOFF/END CAP TO INSTALL PHASE 2 WATER MAIN FOLLOWING DEMOLITION AND REMOVAL OF EXISTING LAWAND JUSTICE BUILDING. EXISTING GATE VALVE IS TO REMAIN IN USE.PROTECT EXISTING STORM DRAIN, BURIED POWER AND OTHER UTILITIES DURING TRENCH EXCAVATION ANDWATER MAIN INSTALLATION IN THIS AREA.CUT EXISTING 6" WATER MAIN. INSTALL 6" GATE VALVE ON EXISTING WATER MAIN AND 6" X 8" REDUCER, BOTHSOUTHEAST OF PROPOSED 45° BEND.CUT EXISTING 6" WATER MAIN. INSTALL 6" GATE VALVE ON EXISTING WATER MAIN. INSTALL 6" D.I. WATER MAINAND 6" - 45° BEND TO CONNECT TO 8" X 6" TEE.INSTALL INSULATION PER DETAIL 2, SHEET C-112.END CAP, INSTALLED ON REMOVED WATER SERVICE CONNECTION - SEE SHEET C-002 (SITE DEMOLITION PLAN).AT STORM DRAIN CROSSINGS, INSTALL A FULL 20' LENGTH OF STORM DRAIN PIPE CENTERED OVER THE CROSSINGPOINT, SO STORM DRAIN JOINTS ARE APPROXIMATELY 10 FEET HORIZONTAL DISTANCE FROM THE WATER MAIN.INSTALL FIRE HYDRANT/GATE VALVE ASSEMBLY PER CITY OF BOZEMAN STANDARD DETAIL NO. 02660-4.234GENERAL NOTES1.FIRE HYDRANT ASSEMBLY INCLUDES GATE VALVE. INSTALL PER C.OB. STD DETAIL NO. 02660-4.2.THRUST BLOCK ALL VALVES, TEES, BENDS, END CAPS, AND END PLUGS PER CITY OF BOZEMAN STD. DETAIL NO. 02660-12241EXISTING 8" WATER MAINEXISTING 6" WATER MAIN55551 36" GATE VALVEAND 6"x8" REDUCER63STA 1+66.79END WATER MAIN8"x4" - 90° REDUCER BENDSEE SHEET C-101 FORDOMESTIC SERVICE LINE67777718" STORM DRAIN618" STORM DRAIN24" STORM DRAINEXISTING FIRE HYDRANT(TO REMAIN IN USE)88888FIRE HYDRANTASSEMBLY8FIRE HYDRANTASSEMBLY8PHASE 1PHASE 2 WATER MAIN - BEXISTING,TO REMAIN GRADING LIMITS/PHASE LINESTA 1+88.008" GATE VALVE & TEMP. BLOWOFF(END PHASE 1 WATER MAIN)PHASE 2EXISTING, TO REMAINPHASE 2PHASE 1EXISTING,TO REMAINGRADING LIMITS/PHASE LINEPHASE 2 EXISTING, TO REMAIN GRADING LIMITS/PHASE LINEEXISTING BUILDING,TO BE REMOVED IN PHASE 21RECORD DRAWINGSPHASE 1THESE RECORD DRAWINGS INCORPORATE INFORMATION PROVIDEDBY THE GENERAL CONTRACTOR AND OTHERS. MORRISON-MAIERLE,INC. ASSUMES NO RESPONSIBILITY FOR THE ACCURACY ORCOMPLETENESS OF INFORMATION PROVIDED BY OTHERS ASREPRESENTATIONS OF THE CONSTRUCTED IMPROVEMENTS8" - 90° BENDSTA 0+71.79STA 0+00.00CONNECT TOEXISTING 6" TEE8"x6" REDUCERSTA 0+03.006" GATE VALVESTA 0+01.50AB: 8"AB: STA 0+04AB: STA 0+08AB: 22.5°AB: STA 0+84.238" TEE WITH PLUGAT NORTH ENDSTA 1+01.38AB: 8" - 22.5° BEND STA 0+17AB: 8' WIDEINSULATION5AB: NOT REQUIRED959END WATER MAIN A (STA 0+84.23) = BEGIN WATER MAIN B (STA 0+06.04)SEEWATER MAIN AAB: 8" 22.5° BENDAB: STA 0+06.0499AB: 1.5' CLEARAB: STA 0+84.23AB: 22.5°AB: STA 0+17AB: 8" 22.5° BENDAB: 0+04AB: 0+08AB: 8"AB: 8' WIDEINSULATIONAB: 8" 22.5° BENDAB: STA 0+06.04 AB: 8' WIDEINSULATION5ABEXISTING FIREHYDRANTABHYDAB: REPLACED WITHNEW FIRE HYDRANT EWEWEWEWEWGGGGGG GEWEWOOOOOOOOOOOOOOOODYH24SD8W8W8W8W8W8W24SD24SD24SDBTBTBTBPBP6WNGNGNGNGBPBPBPBPBP24SD24SD24SD24SD24SD 24SD24SDWSWSWS6FS6FS1+001+750+580+006" - 90° BENDSTA 0+44.82, 0.00' LT8"x6" TEESTA 0+00.006" GATE VALVESTA 0+03.006" - 90° BENDSTA 0+08.008" X 4" - 90° REDUCER BENDSTA 0+00, 2.00' LTEND WATER MAINSEE SHEET C-101 FORDOMESTIC SERVICESTA 0+58.21CENTERLINE VERTICAL 6" PIPE(SEE MECHANICAL PLANS)PROPOSED 30' WIDEWATER MAIN EASEMENT482748314830481048154820482548304835481048154820482548304835FG-EG--0+20FG-4830.61EG-4827.950+00FG-4831.46EG-4828.98FG-EG-0+75STA 0+03.006" GATE VALVESTA 0+08.006" - 90° BENDSTA 0+44.826" - 90° BENDSTA 0+58.216" - 90° VERTICAL BENDSTA 0+00.00NEW 8" x 6" TEE C-104FIRE SERVICE LINEPLAN AND PROFILEGALLATIN COUNTYCOURTS615 SOUTH 16TH AVENUE,BOZEMAN, MONTANA, 597152200.049GALLATIN COUNTY11/9/2021 1:30:52 PM engineers surveyors planners scientistsMorrisonMaierleProject Number:Drawn By:Reviewed By:Approved By:IssueDate09 JULY 202209 JANUARY 2023Gallatin County Commission311 West Main StreetBozeman, MT, 59715Telephone: 406-582-2300ThinkOne Architects101 E Main St. Studio 1Bozeman, MT, 59715T: 406-586-7020ArchitectAndersonMasonDale Architects, P.C.3198 Speer BoulevardDenver, CO 80211T: 303-294-9448Associate ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Civil EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Structural EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Mechanical EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Plumbing EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Electrical EngineerDesign 5 Landscape Architecture111 North Tracy AvenueBozeman, MT 59715T: 406-587-4873Landscape ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Fire Protection EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Technology EngineerCJFMGHCONSTRUCTION DOCUMENTSINFRASTRUCTURE REVIEWMGH02 AUGUST 2022ADD-0226 OCTOBER 2022ADD-0320 JUNE 2023ISSUE FOR CONSTRUCTION20 DECEMBER 2024RECORD DRAWINGS PHASE 1RFI #194 / PR #1731 MAY 2024CITY MODS; ADD PHASING16 OCTOBER 2024EXISTING GRADEFINISHED GRADE6.5' MIN.COVERGENERAL NOTES1. All construction work on this project shall be completed in accordance with Montana Public WorksStandard Specifications, Sixth Edition, April 2010 MPWSS and City of Bozeman Modifications to the MontanaPublic 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 thanexisted 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 Contractorshall field verify the existence, location, depth, size, line and grade of existing utilities/connections prior toconstruction. The Contractor shall be solely responsible for any damage to the existing facilities due tofailure 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 allconstruction. Any boxes or manholes damaged or otherwise disturbed by the contractor or anysubcontractor 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 shallbe 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 without Engineers approval to be 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. modificationsand C.O.B. detail 02660-3.13. All fittings including bends greater than 11-1/4 degrees, tees and plugs requiring thrust blocking shall beinstalled in conformance with 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). These plans are for construction of the 6" fire service from the existing water main tothe OS&Y valve in the building. Coordinate with building's mechanical/plumbing plans and interior piping.15. The fire service line shall be installed, chlorinated and tested to a minimum of 200 psi by a singleContractor. Morrison-Maierle, Inc. shall provide construction observation and prepare the record drawingsand certificate of inspection for fire service line installation. Contractor shall fill out and submit "Contractor'sMaterial 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 tapping tee and valve.18. A preconstruction conference shall be required prior to the start of construction. No changes may bemade to these plans without the approval of City Engineering and/or the 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 as required by City of Bozeman Engineering.Pavement thickness to meet or exceed the existing pavement thickness (3-inch minimum).20. The Contractor shall restore all landscaping/irrigation disturbed or damaged during construction. Seedall disturbed areas with same type turf seed.QUANTITY SCHEDULE (FIRE SERVICE)FLUSHING 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 CANNERY DISTRICT, EAST OF ELEVATED WATER TANKSTATIC PRESSURE (PSI)= 160RESIDUAL PRESSURE (PSI)= 140PITOT PRESSURE (PSI)= 116FLOW (GPM)=1520 W/1.75" NOZZLE*flow data obtained by C.O.B. personnel on January 17, 2020SYSTEM CLASSIFICATIONCLASS 1 SYSTEM*ALL ITEMS NOT NOTED ARE CONSIDERED INCIDENTAL TO WORK.REMOVE WATER SERVICE(SEE SHEET C-002 )REMOVE NATURAL GAS UTILITY(SEE SHEET C-002)0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET122410202040FIRE SERVICEINSTALL 67 L.F. 6" CLASS 51 D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING8" WATER MAINSEE SHEET C-103, WATER MAIN-CITEM NO.DESCRIPTIONESTIMATEDQUANTITYUNIT6" CLASS 51 DIP AWWA C151 FIRE SERVICE3EA10167LF1046" GATE VALVE1EA6" OS&Y FL x FL VALVE & ASSEMBLY1EA1031026" 90° BENDSEE MECHANICALPLANS FORCONTINUATIONOS&Y VALVEFINISHED FLOORELEV = 4831.60STA 0+55.09PROPOSED BUILDINGEXTERIOR WALLRECORD DRAWINGS PHASE 1 THESE RECORD DRAWINGS INCORPORATE INFORMATION PROVIDED BY THE GENERAL CONTRACTOR AND OTHERS. MORRISON-MAIERLE, INC. 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SEWER CLEANOUTELEC. BOX/METERGATE POSTFIRE HYDRANTGAS METERHYDLIGHT POLESTORM DRAIN MANHOLE/VAULTSAN. SEWER MANHOLESTORM DRAIN CURB INLETSIGNEXISTING TREE-CONIFEREXISTING TREE-DECIDUOUSTEST PIT (SEE GEOTECHNICAL REPORT)WATER VALVE//////BPBPNGNGWWEXISTING ASPHALT EDGEPROPOSED ELEC. LINEPROPOSED GAS LINEPROPOSED WATER LINEESESEXISTING SEWER MAINBPBPNGNGWWEXISTING ELEC. LINEEXISTING GAS LINEEXISTING WATER LINESDSDPROPOSED STORM DRAINSDSDEXISTING STORM DRAINIRIREXISTING IRRIGATION LINEGRADING LIMITSDRAINAGE SWALE/PATHCURB STOPFOEXISTING FIBER OPTIC LINEFOPROPOSED FIBER OPTICEXISTING BUILDINGC-105OVERALL SITE GRADING PLANSOUTH 15TH AVE. SOUTH 16TH AVE.WEST DICKERSON ST.NORTH ACCESS DRIVEGALLATIN COUNTYCOURTS615 SOUTH 16TH AVENUE,BOZEMAN, MONTANA, 597152200.049GALLATIN COUNTY11/9/2021 1:30:52 PM engineers surveyors planners scientistsMorrisonMaierleProject Number:Drawn By:Reviewed By:Approved By:IssueDate09 JULY 202209 JANUARY 2023Gallatin County Commission311 West Main StreetBozeman, MT, 59715Telephone: 406-582-2300ThinkOne Architects101 E Main St. Studio 1Bozeman, MT, 59715T: 406-586-7020ArchitectAndersonMasonDale Architects, P.C.3198 Speer BoulevardDenver, CO 80211T: 303-294-9448Associate ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Civil EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Structural EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Mechanical EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Plumbing EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Electrical EngineerDesign 5 Landscape Architecture111 North Tracy AvenueBozeman, MT 59715T: 406-587-4873Landscape ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Fire Protection EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Technology EngineerCJFMGHCONSTRUCTION DOCUMENTSINFRASTRUCTURE REVIEWMGH02 AUGUST 2022ADD-0226 OCTOBER 2022ADD-0320 JUNE 2023ISSUE FOR CONSTRUCTION20 DECEMBER 2024RECORD DRAWINGS PHASE 1RFI #194 / PR #1731 MAY 2024CITY MODS; ADD PHASING16 OCTOBER 2024DOCUMENTSTORAGE BUILDINGCOURTSANNEXGENERAL NOTES1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS (MPWSS), SIXTH EDITION, AND CITY OF BOZEMANMODIFICATIONS TO MPWSS, LATEST EDITION.2.LOCATIONS OF EXISTING OVERHEAD AND BURIED UTILITIES SHOWN ON THIS DRAWINGARE APPROXIMATE, AND SHALL BE VERIFIED AND MARKED UNDER THE DIRECTION OFTHE CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES AND SHALL REPAIR ANYFACILITIES DAMAGED DURING PERFORMANCE OF THE WORK.3.REMOVE SURPLUS TOPSOIL AND ALL SUBSOIL AND WASTE MATERIAL, AND LEGALLYDISPOSE OF IT OFFSITE. CLEAN EXISTING CONCRETE AND ASPHALT SURFACES OF MUDAND OTHER DEBRIS AT PROJECT COMPLETION.4.BEFORE WORKING IN THE PUBLIC RIGHT-OF-WAY, THE CONTRACTOR SHALL OBTAIN THENECESSARY PERMITS, PROVIDE TRAFFIC CONTROL AND SCHEDULE ROAD CLOSURES,ALL IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS AND PERMITREQUIREMENTS.5.ALL MANHOLES SHALL BE PER C.O.B. STD. DRAWING NOS. 02720-3 AND 02720-4.DIAMETER IS 4 FEET UNLESS NOTED OTHERWISE.6.UNLESS NOTED OTHERWISE, SPOT ELEVATIONS ALONG BACK OF CURB AND SIDEWALKEDGES ARE TOP BACK OF CURB (TBC) /TOP OF SIDEWALK ELEVATIONS.7.FOR CLARITY, SPOT ELEVATIONS AND PROPOSED CONTOUR LABELS WERE TRUNCATEDTO TWO PLACES LEFT OF THE DECIMAL.1KEY NOTESSOUTH POND: SURFACE RETENTION VOLUME = 3,822 CU. FT., BOTTOM ELEVATION = 4828.00,10-YR. MAX. WSEL = 4829.50. SEE SHEET C-102 FOR UNDERGROUND STORAGE DATA.WEST POND: WATER QUALITY VOLUME = 3,604 CU. FT., SURFACE DETENTION VOLUME= 2,324 CU. FT., BOTTOM ELEV. = 4824.50, 10-YR. MAX. WSEL = 4825.00. SEE SHEET C-102 FORUNDERGROUND STORAGE DATA.EAST POND: WATER QUALITY VOLUME = 3,249 CU. FT., SURFACE DETENTION VOLUME= 26,393 CU. FT., BOTTOM ELEV. = 4821.00, 10-YR. MAX. WSEL = 4825.00.CURB CUTS: EXTEND CONCRETE GUTTER 12" BEYOND BACK OF CURB LINE, AND 12" TOEACH SIDE OF THE CURB CUT FOR 12" LONG TAPER FROM FULL HEIGHT CURB TO FLUSHCURB. EXTEND GUTTER AT 12" PER FOOT SLOPE AWAY FROM PAVEMENT FOR DRAINAGEINTO THE LANDSCAPED AREA. SEE DETAIL2EXISTINGDRAINAGE SWALEEXISTINGDRAINAGE SWALEEXISTINGDRAINAGE SWALEWEST PONDEAST PONDSOUTH POND1233DISCHARGE CONTROL STRUCTURE412" WIDECURB CUT412" WIDECURB CUT412" WIDECURB CUT412" WIDECURB CUT412" WIDECURB CUT4GALLATIN COUNTYCOURTS BUILDINGF.F.= 4831.606C-111SHEET C-106SHEET C-109CHEET C-107SHEET C-108SHEET C-107 SHEET C-106 SHEET C-108 SHEET C-109 PROPERTY BOUNDRYPHASE 2EXISTING, TO REMAINPHASE 2EXISTING, TO REMAINPHASE 1EXISTING, TO REMAINPHASE 1PHASE 2 PHASE 2 EXISTING, TO REMAIN PHASE 1PHASE 2RECORD DRAWINGS PHASE 1 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 AB: FENCE LOCATIONAB: GATE LOCATIONAB: FENCE LOCATIONAB: POLE-MOUNTEDSECURITY CAMERAAB: WATER MAIN O O O O OOOOOOOOOOOO O O OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOPTVPTVPTVWVWVWVDYHWVGVEWEWEWESESESESEWEWGGGGGGGGG G G G GGEWEWGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGT T T T T T T T T T T T T T T T T T T T T T TGV BTBTBTBTBTBTBTBTBTBTBT BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBP BP BP BP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT BT BT BT BT BT BT BT BT BT BTBTBTBTNG NG NG NG NG NG NG NG NG NG BT BT BT BT BT BT BT BT BT BT //////////////////////////////////////////////////////////////////////////////ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ESESESESESESESESESESESESESESESESES////////////////////////482548304830 DYH12SD 15SD15SD15SD15SD15SD18SD 18SD 18SD 18SD18SD24SD 8W8W8W8W8W8W8W8W8W8W24SD 24SD 24SDBT BT BT BT BT BT BPBPBPBPBPBPBP12SD12SD12SD12SD12SD12SDNG NG NG NG NG NGBPBPBPBPBP12SD12SD12SD 18SD24SD 24SD 24SD 24SD 24SD 24SD 24SDWSWS6FS6FS 4 8 3 1 4830482948284827482648244823482248234824482648284829482348304831 48254821483148274825482648244 8 2 5 4826204010200SCALE IN FEETC-106SITE GRADING & DRAINAGE PLANNORTHEASTGALLATIN COUNTYCOURTS615 SOUTH 16TH AVENUE,BOZEMAN, MONTANA, 597152200.049GALLATIN COUNTY11/9/2021 1:30:52 PM engineers surveyors planners scientistsMorrisonMaierleProject Number:Drawn By:Reviewed By:Approved By:IssueDate09 JULY 202209 JANUARY 2023Gallatin County Commission311 West Main StreetBozeman, MT, 59715Telephone: 406-582-2300ThinkOne Architects101 E Main St. Studio 1Bozeman, MT, 59715T: 406-586-7020ArchitectAndersonMasonDale Architects, P.C.3198 Speer BoulevardDenver, CO 80211T: 303-294-9448Associate ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Civil EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Structural EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Mechanical EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Plumbing EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Electrical EngineerDesign 5 Landscape Architecture111 North Tracy AvenueBozeman, MT 59715T: 406-587-4873Landscape ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Fire Protection EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Technology EngineerCJFMGHCONSTRUCTION DOCUMENTSINFRASTRUCTURE REVIEWMGH02 AUGUST 2022ADD-0226 OCTOBER 2022ADD-0320 JUNE 2023ISSUE FOR CONSTRUCTION20 DECEMBER 2024RECORD DRAWINGS PHASE 1RFI #194 / PR #1731 MAY 2024CITY MODS; ADD PHASING16 OCTOBER 2024LEGENDTCATCH CURBSPILL CURBTRANSITIONCURB (T)TOP BACK OF CURB ELEVATIONTBCEDGE OF GUTTER ELEVATIONEGGRADING LIMITSDRAINAGE SWALE/PATHMATCH LINE (SEE SHEET C-109)MATCH LINE (SEE SHEET C-107)SURFACE DETENTION, EAST POND-BOTTOM ELEVATION = 21.00-RETENTION (WATER QUALITY) WSEL = 22.90-REQ'D MIN. RETENTION VOLUME = 3,250 CU. FT-10-YR WSEL = 25.00SD MH #3RIM = 27.00SD MH #2RIM = 25.00CURB INLET #3TBC = 25.63CURB INLET #2TBC = 27.55DRY WELL #2RIM = 24.70CURB INLET #4TBC = 26.20SD MH #1 (EXISTING)RIM = 24.14±CURB INLET #1TBC = 22.90DRY WELL #1RIM EL. = 23.20CURB INLET #5TBC = 30.64CURB INLET #6TBC = 31.17SD MH #5RIM EL. = 31.08SD MH #4RIM EL. = 31.53INV. = 21.21INV. = 21.5424" INV. = 21.4624" INV. = 21.508" INV. = 22.72EXISTING 24" F.E.S.INV. = ±20.80SD MH #12RIM = 27.15MATCH EXISTING EDGE OFGUTTER AROUND ISLANDRIDGELINESALLYPORT(EXISTING)F.F. = ±4831.60DETENTION CENTER (EXISTNG)F.F. = ±4831.94COURTS BUILDINGF.F. = 4831.60 6' WIDE BERMMIN. TOP ELEV. = 26.50'EXISTING, TO REMAINPHASE 1PHASE 1PHASE 2 RECORD DRAWINGS PHASE 1 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 AB: GATE LOCATIONAB: FENCE LOCATIONAB: POLE-MOUNTEDSECURITY CAMERA TPTPTPESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPEW EW EW EW EW EW EW EW EW EWEWEWEWEWEWEWEWEWEWG GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGES ES ES ES 54.4'BPBPBPBPBPBPBTBTBTBTBTBT/////////OOOOOOESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESBP BP BP BP BP BPNGNGNGNGNGNG NG NG NG NG NG NG NG NG NG NG NG ////////////////////////////////////////////////////////////////////////////////////4 8 2 548254825 4830>>>>>>>>>>>>>>>>>>>>>>>>>OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO O O O O OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO8SD 8SD 8SD 24SD 24SD 24SD 24SD 24SD24SD24SD24SD24SD24SD24SD24SD24SD24SD24SD24SD 18SD 18SD12SD12SD 24SD 12SD 12SDSSSSSSSSSSSSSS24SD24SD24SD24SD24SD24SD24SD24SD24SD12SD 12SD BT BT BT BT BT BT BT BT BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNG6SD6SD6SD6SD6SD6SD24SD12SD12SD12SD6SD6SD6SD6SD6SD6SD6SD6SD6SD SSSS482548224824482448224824482248254824482548244823 4826482748254826482548254824482448254828 48254827 48244823 482 3 482248224822482848304830482948274825 4824 482648254826 48254830 48314830 4828ESESESESESESESESES//////////////////>>OOOOOOOOOOOO 12SD12SD12SD204010200SCALE IN FEETAC-111C-107SITE GRADING & DRAINAGE PLANNORTHWESTGALLATIN COUNTYCOURTS615 SOUTH 16TH AVENUE,BOZEMAN, MONTANA, 597152200.049GALLATIN COUNTY11/9/2021 1:30:52 PM engineers surveyors planners scientistsMorrisonMaierleProject Number:Drawn By:Reviewed By:Approved By:IssueDate09 JULY 202209 JANUARY 2023Gallatin County Commission311 West Main StreetBozeman, MT, 59715Telephone: 406-582-2300ThinkOne Architects101 E Main St. Studio 1Bozeman, MT, 59715T: 406-586-7020ArchitectAndersonMasonDale Architects, P.C.3198 Speer BoulevardDenver, CO 80211T: 303-294-9448Associate ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Civil EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Structural EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Mechanical EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Plumbing EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Electrical EngineerDesign 5 Landscape Architecture111 North Tracy AvenueBozeman, MT 59715T: 406-587-4873Landscape ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Fire Protection EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Technology EngineerCJFMGHCONSTRUCTION DOCUMENTSINFRASTRUCTURE REVIEWMGH02 AUGUST 2022ADD-0226 OCTOBER 2022ADD-0320 JUNE 2023ISSUE FOR CONSTRUCTION20 DECEMBER 2024RECORD DRAWINGS PHASE 1RFI #194 / PR #1731 MAY 2024CITY MODS; ADD PHASING16 OCTOBER 2024LEGENDTCATCH CURBSPILL CURBTRANSITIONCURB (T)TOP BACK OF CURB ELEVATIONTBCEDGE OF GUTTER ELEVATIONEGGRADING LIMITSDRAINAGE SWALE/PATH>>>MATCH LINE (SEE SHEET C-108)MATCH LINE (SEE SHEET C-106)SURFACE DETENTION, WEST POND-BOTTOM ELEVATION = 24.50-REQ'D MIN. RETENTION VOLUME = 4,290 CU. FT-10-YR WSEL = 25.00SD MH #14RIM = 27.05SD MH #15RIM = 27.70CURB INLET #20TBC = 27.42SD MH #13RIM EL. = 27.88INV. = 25.0018" INV. = 25.00CURB INLET #19TBC = 27.08DROP INLET #1GRATE = 30.80DROP INLET #2GRATE = 30.80DROP INLET #6GRATE = 30.70DRY WELL #3RIM = 28.32SD MH #6GRATE = 30.70(PHASE 1 CONST.)COURTS BUILDINGF.F. = 4831.60MATCH EXISTINGFLOWLINEMATCH EXISTINGFLOWLINEMATCH EXISTINGFLOWLINE12" WIDE CURB CUTSEE DETAIL12" WIDE CURB CUTSEE DETAIL12" WIDE CURB CUTSEE DETAIL12" WIDE CURB CUTSEE DETAIL12" WIDE CURB CUTSEE DETAIL6C-1116C-1116C-1116C-1116C-111212KEY NOTESSTEPS: FIVE 614" RISERS WITH 14" TREADS AT 14" PER FOOT SLOPE.SEE ARCHITECTURAL PLANS FOR DETAILS.STEPS: FIVE 6" RISERS WITH 14" TREADS AT 14" PER FOOT SLOPE.SEE ARCHITECTURAL PLANS FOR DETAILS.126 LF - 18" SD@ 0.50%TOP OF WALL ELEV. = 31.40(SEE ARCHITECTURAL PLANS)TOP OF WALL ELEV. = 32.00(SEE ARCHITECTURAL PLANS)6' WIDE BERMMIN. TOP ELEV. = 26.50'BACDEFGSIDEWALK DETAILSCALE: 1:10DETAIL GRADING NOTESFG = TBC = 27.16EG = 26.79SW = FG = 26.38TBC = 27.20EG = 26.83SW = 26.43TBC = 27.23EG = 26.86SW = 26.75TBC = 27.29EG = 26.92BACDSW = TBC = 26.97EG = 26.98SW = TBC = 27.00EG = 27.01SW = TBC = T.O.S. = 27.00EG = T.O.S. = 26.99FEG18" INV. = 22.0518" INV. = 21.873:13:118" INV. = 22.05MATCH EXISTINGASPHALT3:13:1HANDRAILS PERARCHITECTURAL PLANSSIDEWALK CONNECTOR - SEEDETAIL AT LOWER RIGHTPHASE 1PHASE 2RECORD DRAWINGS PHASE 1 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 IMPROVEMENTSAB: FENCE LOCATIONAB: FENCE LOCATION 0+001+002+00 3+00 4+00 TPTPTPTPWVDYHTPTPES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES 54.4'38.0'ES/////////////////////////////////////// /// ////////////BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBF BF BF BF BF BF BF NGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT//////////////////////////////OOESESESES ESESESESESESESESESESESESESESESESESBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG/////////WWWWBTBT/// /////////////////////////////////24SD12SD18SD18SD12SD 12SD 18SD18SD18SD15SD15SD15SD12SD8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYH 12SD12SD 12SD 12 S D 12SD12SD6SD6SD6SD24SD24SD24SD24SD24SD24SD24SD24SD12SD12SD12SD12SD12SD12SD 12SD 12SD 6SD6SD6SD12SD6SD6SD12SD8W8W8W8W4832483 1 4830483248314830 4830 4832482948 2 94830 483148314829 48304831482848284829 4827 48284825 483348324833 4833 48 3 3 4828 482648284827 483048294828 4 8 3 048314832 4830 4828 4827 4826 //////////////////12SD12SD12SD12SD12SD6SD6SD6SD6SD48294828204010200SCALE IN FEETC-108SITE GRADING & DRAINAGE PLANSOUTHWESTGALLATIN COUNTYCOURTS615 SOUTH 16TH AVENUE,BOZEMAN, MONTANA, 597152200.049GALLATIN COUNTY11/9/2021 1:30:52 PM engineers surveyors planners scientistsMorrisonMaierleProject Number:Drawn By:Reviewed By:Approved By:IssueDate09 JULY 202209 JANUARY 2023Gallatin County Commission311 West Main StreetBozeman, MT, 59715Telephone: 406-582-2300ThinkOne Architects101 E Main St. Studio 1Bozeman, MT, 59715T: 406-586-7020ArchitectAndersonMasonDale Architects, P.C.3198 Speer BoulevardDenver, CO 80211T: 303-294-9448Associate ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Civil EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Structural EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Mechanical EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Plumbing EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Electrical EngineerDesign 5 Landscape Architecture111 North Tracy AvenueBozeman, MT 59715T: 406-587-4873Landscape ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Fire Protection EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Technology EngineerCJFMGHCONSTRUCTION DOCUMENTSINFRASTRUCTURE REVIEWMGH02 AUGUST 2022ADD-0226 OCTOBER 2022ADD-0320 JUNE 2023ISSUE FOR CONSTRUCTION20 DECEMBER 2024RECORD DRAWINGS PHASE 1RFI #194 / PR #1731 MAY 2024CITY MODS; ADD PHASING16 OCTOBER 2024LEGENDTCATCH CURBSPILL CURBTRANSITIONCURB (T)TOP BACK OF CURB ELEVATIONTBCEDGE OF GUTTER ELEVATIONEGGRADING LIMITSDRAINAGE SWALE/PATH>>MATCH LINE (SEE SHEET C-107)MATCH LINE (SEE SHEET C-109)SEE DETAIL BLOW-UP ON THIS SHEETSD MH #17RIM = 29.50SD MH #18RIM = 29.33CURB INLET #24TBC = 29.47CURB INLET #25TBC = 28.50CURB INLET #17TBC = 30.35CURB INLET #16TBC = 28.65CURB INLET #15TBC = 29.37DROP INLET #4GRATE = 28.20CURB INLET #14TBC = 28.93CURB INLET #21TBC = 28.04SD MH #16RIM = 27.90CURB INLET #22TBC = 28.42INV. = 25.50INV. = 25.50CURB INLET #23TBC = 28.20CURB INLET #18TBC = 30.22CURB INLET #9TBC = 30.54SD MH #8RIM = 28.97DROP INLET #3GRATE = 31.1218" INV. = 26.00CURB INLET #12TBC = 33.08SD MH #11RIM = 31.2012KEY NOTESSTANDARD SPILL-TYPE CURB & GUTTERPEDESTRIAN FLUSH CURB & GUTTERTOP OF RAMP ELEVATION = TOP BACK OF FLUSH CURB(TBC) ELEVATION AT BOTTOM OF RAMP, PLUS 0.45 FEET.MATCH EXISTING IMPROVEMENTSGRADE LANDSCAPING TO DRAIN TO SURROUNDINGAREAS.STEPS: FIVE 534" RISERS WITH 14" TREADS AT 14" PERFOOT SLOPE. SEE ARCHITECTURAL PLANS FOR DETAILS.STEPS: FOUR 614" RISERS WITH 14" TREADS AT 14" PERFOOT SLOPE. SEE ARCHITECTURAL PLANS FOR DETAILS.7 (TYP.)6TOP OF WALL ELEV. = 31.40(SEE ARCHITECTURAL PLANS)TOP OF WALL ELEV. = 32.00(SEE ARCHITECTURAL PLANS)12133112TBC = 32.91EG = 32.80TBC = 32 . 94EG = 3 2 . 8 3 TBC = 33.14EG = 32.77TBC = 33 .15EG = 32 .78GENERAL NOTES1.AT FLUSH CURB (KEY NOTE 2) AND BETWEEN FLUSH AND STANDARDCURB (BETWEEN KEY NOTES 1 & 2), EXISTING CURB MAY BE GROUNDDOWN TO FIELD-FABRICATE TRANSITIONS AND TO APPROXIMATE CITYSTANDARD FLUSH CURB DETAIL, OR ELEVATIONS AS INDICATED.3456EDGE OF GUTTER4LANDSCAPING57CURB INLET #26TBC = 28.650.40%10205100SCALE IN FEETEXISTING, TO REMAINPHASE 2PHASE 1PHASE 1 PHASE 2PHASE 2EXISTING, TO REMAINPHASE 2PHASE 1PHASE 2RECORD DRAWINGS PHASE 1 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 IMPROVEMENTSAB: WATER MAIN 5+006+00 7+00 8+00 9+00DYHP PPTVTVPWVPWVWVWVWVDYHEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWESESESESESESESESESES ESESESESESESESGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPCMCMCMCM CMCMCMCMCMCMCMCMCMCMCMCMCMCMCMCMCMGGG G G G G GGGG G G G G G G G G G G G G G G G G G BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPTTTTTTTTTTTTTTTTTTTEWEWBPBPBPBPBPBPBPGGGGGGGGCMCMCMCMCMCMBP BPB P BP BPBP BP BP BPCMCM CMCMCMCMEW EW EW EWEWEWEWEWEWW W W W W W W W W W W W W W W W EW EWEWEW EW EWEWEWEWEWEWG G G G G G G G G G G G G G BP BP BP BP BP BP BP BP BP BP BP BP BP BP CM CM CM CM CM CM CM CM CM CM CM CM CM CMCMCMCMCMCMCMCMCMCMCMCMCMCMBP BP BP BP BP BP BP ESESESESESESESWWWW29.5'ESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDBTBTBTBTBTBTBTBTBTBTNG NGBTBT BTBTBTBTBTBTBTBTBTBTBP BP BT BT BT BT BT BT BT BT BT BT NG NG NG NG NG NG NG NG NG NG NG BT BT BT BT BT BT BT BT BT BT BP BP BP BP BP BP BP BPBPBPBPBF BF BF BF BF BF BF BF//////////////////////////////////////////////////////////////////////////////////// /// /// /// //////////// /// /// /// /// ///////////////////// ///OOOO////////////////////////////////////////////////////////////////////////////////////////// ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// O O O ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////O OO OOOESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ESWWWWW ESESESESEW 24SD 24SD15SD15SD8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W12SD12SD12SD24SD24SD24SD24SD24SD18SD12SD12SD12SD12SD12SD6WDYH 6SD6SD6SD12SD12SD12SD12SD48324831 48314831 483048304831 4829 482948344833 48334831483148324831483348324832 483248304831 DYH WVWVGBPBPBPBPBPBPBPBPBPBPBPTTTEW EW EWW ESDESDESD/////////////////////////////////////////////W////////////WWWWW8W8W4833483248334832PWVWVDYH BPBPBPBPBPBPBPBPWWWWWWWESESESESESESESESESESESESESESESESESESESESWWW/////////NGNG NG NGNGNGNGNGNGNGNGNGBTBT BTBTBTBTBTBTBTBTBTBPBPBP BPBPBPBPBPBPBPBPBPBPOHP////////////////////////////////////////////////ESESES4834483648344833GALLATIN COUNTYCOURTS615 SOUTH 16TH AVENUE,BOZEMAN, MONTANA, 597152200.049GALLATIN COUNTY11/9/2021 1:30:52 PM engineers surveyors planners scientistsMorrisonMaierleProject Number:Drawn By:Reviewed By:Approved By:IssueDate09 JULY 202209 JANUARY 2023Gallatin County Commission311 West Main StreetBozeman, MT, 59715Telephone: 406-582-2300ThinkOne Architects101 E Main St. Studio 1Bozeman, MT, 59715T: 406-586-7020ArchitectAndersonMasonDale Architects, P.C.3198 Speer BoulevardDenver, CO 80211T: 303-294-9448Associate ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Civil EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Structural EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Mechanical EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Plumbing EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Electrical EngineerDesign 5 Landscape Architecture111 North Tracy AvenueBozeman, MT 59715T: 406-587-4873Landscape ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Fire Protection EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Technology EngineerCJFMGHCONSTRUCTION DOCUMENTSINFRASTRUCTURE REVIEWMGH02 AUGUST 2022ADD-0226 OCTOBER 2022ADD-0320 JUNE 2023ISSUE FOR CONSTRUCTION20 DECEMBER 2024RECORD DRAWINGS PHASE 1RFI #194 / PR #1731 MAY 2024CITY MODS; ADD PHASING16 OCTOBER 2024204010200SCALE IN FEETC-109SITE GRADING & DRAINAGE PLANSOUTHEASTMATCH LINE (SEE SHEET C-106)LEGENDTCATCH CURBSPILL CURBTRANSITIONCURB (T)TOP BACK OF CURB ELEVATIONTBCEDGE OF GUTTER ELEVATIONEGGRADING LIMITSDRAINAGE SWALE/PATHMATCH LINE (SEE SHEET C-108)SURFACE DETENTION, SOUTH POND-BOTTOM ELEVATION = 28.00-REQ'D MIN. RETENTION VOLUME = 3,822 CU. FT-10-YR WSEL = 29.50MATCH LINE (SEE SHEET C-107)SD MH #7RIM = 30.10SD MH #9RIM = 30.62CURB INLET #10TBC = 30.69CURB INLET #11TBC = 30.47CURB INLET #9TBC = 30.54CURB INLET #8TBC = 30.02CURB INLET #13TBC = 33.2612" INV. = 28.00DROP INLET #5RIM EL. = 31.10SD MH #10RIM = 31.67DETENTION CENTER (EXISTING)F.F. = ±4831.94SALLYPORT(EXISTING)F.F. = ±4831.60MATCH LINE 'A'MATCH LINE 'A'MATCH LINE 'B'MATCH LINE 'B'3124213431211123KEY NOTESSTANDARD SPILL-TYPE CURB & GUTTERPEDESTRIAN FLUSH CURB & GUTTERTOP OF RAMP ELEVATION = TOP BACK OFFLUSH CURB (TBC) ELEVATION ATBOTTOM OF RAMP, PLUS 0.45 FEET.SIDEWALK EDGE/CORNER ELEVATION =INDICATED ELEVATION APPROX. 6' NORTH,PLUS 0.10 FEET.SIDEWALK EDGE/CORNER ELEVATION =INDICATED ELEVATION APPROX. 6' NORTH,PLUS 0.20 FEET.MATCH EXISTING IMPROVEMENTSGRADE LANDSCAPING TO DRAIN TOSURROUNDING AREAS.GENERAL NOTES1.AT FLUSH CURB (KEY NOTE 2) AND BETWEENFLUSH AND STANDARD CURB (BETWEEN KEYNOTES 1 & 2), EXISTING CURB MAY BEGROUND DOWN TO FIELD FABRICATETRANSITIONS AND TO APPROXIMATE CITYSTANDARD FLUSH CURB DETAIL, ORELEVATIONS AS INDICATED.456711111232322111121335.16TBC = 34 .52EG = 34 .41 TBC = 3 4 . 8 0 EG = 3 4 . 3 0TBC = 34 .63EG = 34.5935.2235.0635.1235.3835.2934.9035.0034.6534.7534.666666EDGE OF GUTTER66EDGE OF ASPHALT6EDGE OF GUTTER6EDGE OF GUTTER6112331.9531.8532.2932.1932.1632.2232.3232.3032.4032.38LANDSCAPING7LANDSCAPING(TYP.)7LANDSCAPING(TYP.)76PHASE 2EXISTING, TO REMAIN PHASE 2 PHASE 2 EXISTING, TO REMAIN EXISTING, TO REMAIN EXISTING, TO REMAIN PHASE 1 PHASE 2 EXISTING, TO REMAIN PHASE 2EXISTING, TO REMAINPHASE 2EXISTING, TO REMAIN PHASE 1PHASE 2 RECORD DRAWINGS PHASE 1 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 PPESESBPBPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTWWWWNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBT BTBTNGNGNGNGNGNG NG NG NG BPBPBPBPBPBPBPBPBPES ES W W WWWW W WW W W //////////////////SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSD//////OOOO///////// //////////////////////////////////////////////// // //////////////////////////////////////////////////////////O OESESESESESESESESESESESESESES//////////// ////////////////////////////////////////////////////////////ESESESESESESESESESESESESESESESES ASPHALT1½" MINUS CRUSHED BASE COURSEPIT-RUN GRAVELTYPE 1 (LIGHT 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.·IF SILT/CLAY SUBGRADE, PLACE WOVEN GEOTEXTILE (MIRAFI 600X ORAPPROVED EQUAL) ON COMPACTED SUBGRADE.·SUBGRADE, TOP 6" SCARIFIED AND COMPACTED TO 95% RELATIVECOMPACTION PER AASHTO T-99.TYPE 2 (MEDIUM DUTY) ASPHALT SECTION (TOTAL SECTION THICKNESS = 24")·3" 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 PER AASHTO T-99·15" OF 6" MINUS SUB-BASE COURSE COMPACTED TO 95% RELATIVECOMPACTION PER AASHTO T-99.·IF SILT/CLAY SUBGRADE, PLACE WOVEN GEOTEXTILE (MIRAFI 600X ORAPPROVED EQUAL) ON COMPACTED SUBGRADE.·SUBGRADE, TOP 6" SCARIFIED AND COMPACTED TO 95% RELATIVECOMPACTION PER AASHTO T-99.TYPE 3 (HEAVY DUTY) ASPHALT SECTION (TOTAL SECTION THICKNESS = 27")·3" 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.·IF SILT/CLAY SUBGRADE, PLACE WOVEN GEOTEXTILE (MIRAFI 600X ORAPPROVED EQUAL) ON COMPACTED SUBGRADE.·SUBGRADE, TOP 6" SCARIFIED AND COMPACTED TO 95% RELATIVECOMPACTION PER AASHTO T-99.FOR AREAS WITH SILT/CLAY OR DIRTYGRAVEL SUBGRADE: INSTALL 315 LB.WOVEN GEOTEXTILE FABRIC, MIRAFI 600XOR APPROVED EQUAL, AS DIRECTED BYENGINEER.NOTES:1.THERE ARE TWO OPTIONS FOR SUB-BASE COURSE MATERIAL:A.FULL THICKNESS OF 6"-MINUS, IMPORTED SUB-BASE COURSE MATERIALPER MPWSS.B.A MIXTURE OF 75% MAX. (BY VOLUME) ON-SITE ASPHALT MILLINGS/BASEGRAVEL MIXTURE, AND 25% MIN. IMPORTED SUB-BASE COURSE PERMPWSS, BUT SCREENED TO A 3"-MINUS MATERIAL. THE ON-SITE ANDIMPORTED MATERIALS SHALL BE THOROUGHLY MIXED AND BLENDED TOA HOMOGENEOUS MIXTURE.2.FOR ADDITIONAL REQUIREMENTS, SEE GEOTECHNICAL REPORT, LAW& JUSTICE CENTER, FEBRUARY 2016 BY ALLIED ENGINEERING SERVICES, INC.LEGENDC-110DEMOLITION ANDPAVING DETAILSGALLATIN COUNTYCOURTS615 SOUTH 16TH AVENUE,BOZEMAN, MONTANA, 597152200.049GALLATIN COUNTY11/9/2021 1:30:52 PM engineers surveyors planners scientistsMorrisonMaierleProject Number:Drawn By:Reviewed By:Approved By:IssueDate09 JULY 202209 JANUARY 2023Gallatin County Commission311 West Main StreetBozeman, MT, 59715Telephone: 406-582-2300ThinkOne Architects101 E Main St. Studio 1Bozeman, MT, 59715T: 406-586-7020ArchitectAndersonMasonDale Architects, P.C.3198 Speer BoulevardDenver, CO 80211T: 303-294-9448Associate ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Civil EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Structural EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Mechanical EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Plumbing EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Electrical EngineerDesign 5 Landscape Architecture111 North Tracy AvenueBozeman, MT 59715T: 406-587-4873Landscape ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Fire Protection EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Technology EngineerCJFMGHCONSTRUCTION DOCUMENTSINFRASTRUCTURE REVIEWMGH02 AUGUST 2022ADD-0226 OCTOBER 2022ADD-0320 JUNE 2023ISSUE FOR CONSTRUCTION20 DECEMBER 2024RECORD DRAWINGS PHASE 1RFI #194 / PR #1731 MAY 2024CITY MODS; ADD PHASING16 OCTOBER 2024DETENTION CENTER(TO REMAIN)LAW AND JUSTICE BUILDING(PHASE 2 DEMOLITION)SAW CUTASPHALT REMOVALCONCRETE REMOVALPROPERTY BOUNDRYEXISITNG CONCRETEPHASE BOUNDRYUTILITY TO BE REMOVED12" MIN. SUB-BASE COURSE*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 WAY* EITHER OF THE TWO SUB-BASE OPTIONSSPECIFIED IN DETAIL 2 MAY BE USED.KEY NOTESREMOVE AND SALVAGE LIGHT POLE - SEE SITE ELECTRICAL PLANSPROTECT LIGHT POLE IN PLACE - SEE SITE ELECTRICAL PLANSFOR EXISTING UTILITIES ENCOUNTERED DURING EXCAVATION THATARE TO BE ABANDONED IN PLACE, CUT AND CAP OR PLUG PIPE PERSHEET C-002 (SITE DEMOLITION PLAN).PROVIDE UNINTERRUPTED UTILITY SERVICES TO THE COURTS ANNEXBUILDING AND THE LAW & JUSTICE BUILDING UNTIL THE BUILDINGS ARENO LONGER IN USE AND HAVE BEEN PREPARED FOR DEMOLITION.INSTALL TEMPORARY REPLACEMENT SERVICES AS NEEDED.213212REMOVE HVAC EQUIPMENTAND CONCRETE SLABREMOVE TREEPROTECT TREESREMOVE TREESREMOVE TREESREMOVE TREEREMOVE TREE3333PROTECT EXISTING ISLAND, CURB & GUTTER TO SOUTH ANDEAST, AND ASSOCIATED UTILITIES DURING ASPHALT REMOVAL.COURTS ANNEXSEWER SERVICE44COURTS ANNEXWATER SERVICE44COURTS ANNEXBUILDING(PHASE 1DEMOLITION)4LAW & JUSTICE WATERAND SEWER SERVICESSAW CUT THROUGH CURB & GUTTERSAW CUT THROUGH CURB & GUTTERRECORD DRAWINGS PHASE 1 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 5.4" (0.45')3/4" TO PER 1' SLOPECOMPACTED SUBGRADE6"1.5"BASE - 3" MIN.NOTES:1. Subgrade or base course compaction shall conform to section 02230 (M.P.W. Specs., 1996 ed.)2. Contraction joints shall be placed at 10' intervals and shall have a minimum depth of 3/4" and minimum width of 1/8".3. 1/2" expansion joint material shall be placed at all P.C.s, P.T.s, curb returns and at not more than 300' intervals. Theexpansion material shall extend through the full depth of the curb and gutter.4. No curb and gutter shall be placed without a final form inspection by the City Engineer or his representative.5. Concrete shall be Class M-4000.24"9.5"2"3"R4"R4"12"SUB-BASE COURSE7.5"TOPSOIL(TYP.)6. Crushed gravel base shall meet the requirements of Section 02235 (MPW SPECS, 1996 ed.) For curb andAS REQUIRED4.5"gutter replacement projects, washed rock may be used for the gravel base.9"CRUSHED GRAVELDROP CURB FOR DRIVEWAYSDROP CURB FOR PEDESTRIAN RAMPSSPILL CURB9.5"6"1.5"0.5"3/4" PER 1' SLOPE3/4"9.5"3/4" PER 1' SLOPE1/2" PER 1' SLOPEFLUSH CURB3/4" PER 1' SLOPEVANACCESSIBLERESERVEDPARKING$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)2" MIN.1'-0"2'-0"SLOPE TOLANDSCAPINGCURB CUT,WIDTH PER PLAN12" TAPERSTD. CATCHCURBSTD. CATCHCURBW = CURB CUT WIDTH PLUS 2.0'APLANSECTION A-AEND CURBAFLOWLINEFLOWLINEEND CURBEDGE OF GUTTER/////////12" TAPERASPHALTASPHALT PAVINGSLOPE PER PLANSTANDARD CATCH TYPECURB & GUTTER (BEYOND)SEE DETAILSLOPE = 3/4"PER FOOTSLOPE = 3/4"PER FOOTLANDSCAPING SLOPETO DRAIN PER PLANEDGE OF GUTTERCENTERLINE EXISTING2' DIAMETER MANHOLECOVERTBCSTANDARD CURB &GUTTER PER PLAN2'-6" FLUSHCURBTRANSITIONCURBTRANSITIONCURBSTANDARD CURB &GUTTER PER PLAN9"X2X1'-3"6" MIN.6" MIN.3/4" TO PER 1' SLOPEGUTTER THICKNESS=A - B + 0.42'BASE, 4" MIN. DEPTHCRUSHED GRAVELSUB-BASE COURSE, 6" MIN. DEPTHCOMPACTED SUBGRADE6"SIDEWALK5" THICKPER PLANB = SW ELEV.PER PLANA = TBC ELEV.PER DETAILSTANDARD SHAPEC-111SITE DETAILSGALLATIN COUNTYCOURTS615 SOUTH 16TH AVENUE,BOZEMAN, MONTANA, 597152200.049GALLATIN COUNTY11/9/2021 1:30:52 PM engineers surveyors planners scientistsMorrisonMaierleProject Number:Drawn By:Reviewed By:Approved By:IssueDate09 JULY 202209 JANUARY 2023Gallatin County Commission311 West Main StreetBozeman, MT, 59715Telephone: 406-582-2300ThinkOne Architects101 E Main St. Studio 1Bozeman, MT, 59715T: 406-586-7020ArchitectAndersonMasonDale Architects, P.C.3198 Speer BoulevardDenver, CO 80211T: 303-294-9448Associate ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Civil EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Structural EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Mechanical EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Plumbing EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Electrical EngineerDesign 5 Landscape Architecture111 North Tracy AvenueBozeman, MT 59715T: 406-587-4873Landscape ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Fire Protection EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Technology EngineerCJFMGHCONSTRUCTION DOCUMENTSINFRASTRUCTURE REVIEWMGH02 AUGUST 2022ADD-0226 OCTOBER 2022ADD-0320 JUNE 2023ISSUE FOR CONSTRUCTION20 DECEMBER 2024RECORD DRAWINGS PHASE 1RFI #194 / PR #1731 MAY 2024CITY MODS; ADD PHASING16 OCTOBER 2024ACCESSIBLE 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 MARKINGSYMBOLNOTE: AT FLUSH CURB,EXTEND GUTTER SLOPETO TBC LINE1-11RECORD DRAWINGS PHASE 1 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 AA4(MIN):1 FLOWPLANTOP OF 6' WIDE BERM4'TYP.6'SECTIONA-A1.0'MIN. TOP ELEV. (TYP.)(INTO POND)4:13(MIN):1(OUT OF POND)OVERFLOW ELEVPER PLAN (TYP.)C-112UTILITY DETAILSGALLATIN COUNTYCOURTS615 SOUTH 16TH AVENUE,BOZEMAN, MONTANA, 597152200.049GALLATIN COUNTY11/9/2021 1:30:52 PM engineers surveyors planners scientistsMorrisonMaierleProject Number:Drawn By:Reviewed By:Approved By:IssueDate09 JULY 202209 JANUARY 2023Gallatin County Commission311 West Main StreetBozeman, MT, 59715Telephone: 406-582-2300ThinkOne Architects101 E Main St. Studio 1Bozeman, MT, 59715T: 406-586-7020ArchitectAndersonMasonDale Architects, P.C.3198 Speer BoulevardDenver, CO 80211T: 303-294-9448Associate ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Civil EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Structural EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Mechanical EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Plumbing EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Electrical EngineerDesign 5 Landscape Architecture111 North Tracy AvenueBozeman, MT 59715T: 406-587-4873Landscape ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Fire Protection EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Technology EngineerCJFMGHCONSTRUCTION DOCUMENTSINFRASTRUCTURE REVIEWMGH02 AUGUST 2022ADD-0226 OCTOBER 2022ADD-0320 JUNE 2023ISSUE FOR CONSTRUCTION20 DECEMBER 2024RECORD DRAWINGS PHASE 1RFI #194 / PR #1731 MAY 2024CITY MODS; ADD PHASING16 OCTOBER 202448" DRY WELL SCALE: N.T.S.NOTES:1.EXCAVATE BASE AREA TO MIMINUMDIMENSIONS PER PLAN, CENTERED ONTHE DRY WELL, AND 1.5 (MIN.):1 CUTSLOPES OR AS OTHERWISE REQUIRED TOMEET OSHA STANDARDS. PLACENON-WOVEN GEOTEXTILE FABRIC IN THEBOTTOM AND SIDES OF THE EXCAVATION,AND INSTALL THE DRY WELL. BACKFILLWITH ¾” TO 3” CRUSHED, WASHEDANGULAR STONE TO 18” BELOW FINISHEDGRADE. ROCK FILL SHALL BE FULLYWRAPPED IN GEOTEXTILE ON BOTTOM,SIDES AND TOP WITH 12” MINIMUMOVERLAP.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 NATIVESOILDRY WELLBOTTOM OF DRY WELLEXCAVATION LIMITS(SEE NOTE 1)CLEANOUT BOXSCALE: N.T.S.CULVERT CROSSINGS:18" MINIMUM SEPARATION BETWEENCULVERT & WATER/SEWER LINESNOTES:1. INSTALL INSULATION OVER ALL WATER LINES WITH LESS THAN 6.5'COVER, RESPECTIVELY, TO FINISHED GRADE OR CULVERT.2. INSTALL INSULATION IN TWO 2"-THICK LAYERS. ROTATE ORIENTATIONOR STAGGER JOINTS TO PROVIDE 2' MIN. OVERLAP BETWEEN JOINTS.3. INSULATION BOARD SHALL BE 2" THICK EXTRUDED POLYSTYRENEINSULATION BOARD PER AASHTO M230-70.6" MIN. - 12" MAX.GRANULARTRENCH WALL BEDDING8"4'GROUND SURFACETRENCH WALL 2" THICK SAND CUSHIONBACKFILLALT. "A" INSTALLATION (TOP ONLY):4" THICK x 8' WIDE INSULATIONBOARD - 8' MIN. LENGTHALONG WATER/SEWER LINETRENCH BOTTOMWATER/SEWERLINEALT."B" INSTALLATION (TOP & BOTH SIDES):4" THICK INSULATION BOARD - 8'MIN. LENGTH ALONG WATER/SEWER LINESCULVERT INSULATION TABLE FOR WATER/SEWER LINE (SIZES 2" TO 12") VERTICAL SEPARATION BETWEEN WATER/SEWER AND WIDTH OF INSULATION FINISHED GRADE/CULVERT TO BE INSTALLED 2.5'-4.5' 8.0' 4.5'-6.4' 4.0'WATER / SEWER INSULATIONSCALE: N.T.S.EMERGENCY OVERFLOWSCALE: N.T.S.7" FRAME AND COVERRIM ELEV. = 27.8824" DIA. OUTLET PIPE PER PLANINV. = 22.90GALVANIZED STEEL WEIR PLATETOP ELEV. = 24.509"12" DIA. INLET PIPE PER PLANINV. = 24.004' DIA. MANHOLE3" MIN. GRADE RINGSWEST POND OUTLET STRUCTURESCALE: N.T.S.7" FRAME AND COVERSOUTH POND RIM ELEV. = 31.67EAST POND RIM ELEV. = 27.00OUTLET PIPE PER PLAN:SOUTH POND 12" INV. = 25.13EAST POND 18" INV. = 21.66SOUTH POND: SOLID WATER-TIGHT END CAP (NOORIFICE)EAST POND: IN END CAP, CUT 91/2" x 95/8" RECTANGULARORIFICE OR 103/4" DIA. CIRCULAR ORIFICETOP OF RISER = 10-YR. MAX. WSEL:SOUTH POND ELEV. = 29.00EAST POND ELEV. = 25.00GALV. STEELPIPE SUPPORTSVERTICAL TEESOUTH POND = 15" x 12"EAST POND = 24" x 18"1' MIN.1' MIN.INLET PIPES PER PLAN4' DIA. MANHOLE3" MIN. GRADE RINGSSOUTH AND EAST POND OUTLET STRUCTURESSCALE: N.T.S.E.G. = 27.18TBC = 27.554" MINIMUMGRADE RING2'-0"18" STORM DRAINPIPE PER PLAN12" MIN. 6' MIN.7" HIGH, 2' DIA.FRAME AND COVER2" GRADE RINGACCESS STEPS PEROSHA (TYP.)PRE-CAST CONCRETEVAULT, H-20 LOADINGCUT EXISTING 18" PVC STORM DRAIN TO INSIDE OFVAULT WALL AND GROUT INTO PLACE. EXISTINGPIPE INVERT = ±22.25 (CONTRACTOR TO VERIFY)4' MIN. INSIDE DIMENSION1'-3"2' DIA. ACCESS8' MIN.INSIDE DIMENSIONCENTERLINE VAULT,CURB INLET ANDACCESSPROPOSED CURB ANDGUTTER PER PLAN2'X3' CURB INLET,LOCATION PER PLANINV. = 22.2518" SD @ 0.50%GROUT INTO PLACECURB INLET #2 (VAULT)SCALE: N.T.S.10-YR MAX. WSEL = 25.00TOP OF BASE SLABELEV. = 22.00 (MAX.)NOTE:THE SOUTH POND INCLUDES UNDERGROUNDSTORAGE #2, AND THE EAST POND HAS NOUNDERGROUND STORAGE.CENTERLINE OF MANHOLERECORD DRAWINGS PHASE 1 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 C-113UNDERGROUND STORAGEDETAILSGALLATIN COUNTYCOURTS615 SOUTH 16TH AVENUE,BOZEMAN, MONTANA, 597152200.049GALLATIN COUNTY11/9/2021 1:30:52 PM engineers surveyors planners scientistsMorrisonMaierleProject Number:Drawn By:Reviewed By:Approved By:IssueDate09 JULY 202209 JANUARY 2023Gallatin County Commission311 West Main StreetBozeman, MT, 59715Telephone: 406-582-2300ThinkOne Architects101 E Main St. Studio 1Bozeman, MT, 59715T: 406-586-7020ArchitectAndersonMasonDale Architects, P.C.3198 Speer BoulevardDenver, CO 80211T: 303-294-9448Associate ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Civil EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Structural EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Mechanical EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Plumbing EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Electrical EngineerDesign 5 Landscape Architecture111 North Tracy AvenueBozeman, MT 59715T: 406-587-4873Landscape ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Fire Protection EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Technology EngineerCJFMGHCONSTRUCTION DOCUMENTSINFRASTRUCTURE REVIEWMGH02 AUGUST 2022ADD-0226 OCTOBER 2022ADD-0320 JUNE 2023ISSUE FOR CONSTRUCTION20 DECEMBER 2024RECORD DRAWINGS PHASE 1RFI #194 / PR #1731 MAY 2024CITY MODS; ADD PHASING16 OCTOBER 2024NOT 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 PORT,LOCATION PER 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.RECORD DRAWINGS PHASE 1 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