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REVISIONSFile Name: IMEG Project No: Date: Drawn By: Checked By: Sheet of DESCRIPTION DATECOPYRIGHTALL RIGHTS RESERVEDC23006847 C1.0 Cover Sheet.dwg2024Field Book No:1143 STONERIDGE DRIVE
SUITE 1
BOZEMAN, MT 59718
PH: 406.587.1115
www.imegcorp.com
COMPASS APARTMENTS
BOZEMAN, MT
LEGEND23006847JGEG08/27/2024C1.1211ACACRESASPHASPHALTB-BBACK TO BACKBITBITUMINOUSBLDGBUILDINGBLVDBOULEVARDBCBACK OF CURBBRKBRICKBWBOTTOM OF WALLC&GCURB AND GUTTERCLCENTERLINECONCCONCRETECYCUBIC YARDΔDELTA ANGLEDCDEPRESSED CURBDIADIAMETERDRVDRIVEWAYE-EEDGE TO EDGEELELEVATIONEPEDGE OF PAVEMENTEXEXISTINGFDNFOUNDATIONFFFINISH FLOORFLFLOWLINEFSFINISH SURFACEGRVLGRAVELGUTGUTTERLLENGTHLFLINEAL/LINEAR FEETLSLANDSCAPINGPCCPORTLAND CEMENT CONCRETEPRPROPOSEDPVMTPAVEMENTRRADIUSRDROADRLREFERENCE LINERRRAILROADSFSQUARE FEETSHLDSHOULDERSTSTREETSTDSTANDARDSWSIDEWALKSYSQUARE YARDTCTOP OF CURBTEMPTEMPORARYTWTOP OF WALLUGUNDERGROUNDA/CACCESS CONTROLBMBENCHMARKBSLBUILDING SETBACK LINEPLPROPERTY LINEPOBPOINT OF BEGINNINGPOCPOINT OF COMMENCINGROWRIGHT OF WAYSECSECTIONUEUTILITY EASEMENTARCPARCH DIA EQUIVALENT REINFORCED CONCRETE PIPECMPCORRUGATED METAL PIPECPECORRUGATED POLYETHYLENE PIPECPPCORRUGATED PLASTIC PIPECPVCCORRUGATED POLYVINYL CHLORIDE PIPEDIPDUCTILE IRON PIPEERCPELLIPTICAL REINFORCED CONCRETE PIPEHDPEHIGH DENSITY POLYETHYLENE PIPEINVINVERTPCCPPRESTRESSED CONCRETE CYLINDER PIPEPVCPOLYVINYL CHLORIDE PIPERCPREINFORCED CONCRETE PIPEVCPVITRIFIED CLAY PIPECOCLEANOUTFESFLARED END SECTIONFHFIRE HYDRANTMHMANHOLESANSANITARYSTMSTORMUTILUTILITYWMWATER MAINEEXTERNAL SECANTOSOFFSETPCPOINT OF CURVATUREPIPOINT OF INTERSECTION OF HORIZONTAL CURVEPRCPOINT OF REVERSE CURVATUREPTPOINT OF TANGENCYSTASTATIONTEXTERNAL TANGENTVCVERTICAL CURVEVPCVERTICAL POINT OF CURVATUREVPIVERTICAL POINT OF INTERSECTIONVPTVERTICAL POINT OF TANGENCYXSECCROSS SECTIONABBREVIATIONSSURVEYUTILITIESPIPESALIGNMENT/PROFILE/XSECTIONSHANDHOLE (SINGLE/ DOUBLE)TRAFFIC SIGNAL POWER POLESTORM MANHOLEHYDRANTWATER VALVEGAS VALVESTORM INLETLIGHT POLESIGNSTORM DOUBLE INLETSPOT ELEVATIONMEASURED DIMENSIONL E G E N DRECORDED DIMENSIONCABLE TV PEDESTALELECTRIC PEDESTAL/TRANSFORMERTELEPHONE PEDESTALTELEPHONE POLEFLARED END SECTIONSANITARY/STORM CLEANOUTMAIL BOXAIR CONDITIONING UNITELECTRIC MANHOLETELEPHONE MANHOLEUTILITY MANHOLELIGHT JUNCTION BOXSPRINKLER HEADCONIFER TREEDECIDUOUS TREETREE STUMPBUSH/SHRUBVAPOR LIGHTUNKNOWN MANHOLEWELLGUY WIREFLAGPOLEPOST/BOLLARDDOWNSPOUT - ABOVE GROUNDGAS METERELECTRIC METERWATER METERGUY POLEGRADE LABELPOWER POLE W/ LIGHTPOWER POLE W/ METERDRAINAGE SLOPELINE CONTINUATIONSANITARY MANHOLETRAFFIC CANTILEVERTRAFFIC SIGNAL CONTROLLERSTORM INLETSPRINKLER BOXWATER SERVICEUTILITY MARKERPROPOSEDEXISTINGADA STALLPOST INDICATOR VALVEDOWNSPOUT - UNDER GROUNDSURVEY BOUNDARYSECTION LINEEASEMENT LINECHAIN LINK FENCEOVERHEAD ELECTRICGAS LINEUNDERGROUND ELECTRICGUARD RAILTELEPHONE LINEFIBER OPTIC CABLEEDGE OF WATER LINE/DITCH FLOWLINER.O.W. LINETREE LINEHISTORICAL LINE - AS NOTEDWIRE FENCEPROPERTY LINEFORCE MAINSANITARY SEWERSTORM SEWERPIPE UNDERDRAINWATER LINETRACKSSETBACK LINETELEVISION LINEUTILITY LINECONTOURCENTERLINEFLOOD PLAINFLOODWAYWOOD FENCESILT FENCECONSTRUCTION LIMITSTOPOGRAPHIC FEATURE AS NOTEDCOMBINATION SANITARY/STORM SEWERCONSTRUCTION MANAGMENT1.ALL CONSTRUCTION TRAFFIC MUST FOLLOW THE DESIGNATED CONSTRUCTIONTRAFFIC ROUTE SHOWN ON THIS SHEET.2.ANY TOPSOIL THAT IS ON-SITE WILL BE STOCKPILED AT THE START OF THEPROJECT. THE TOPSOIL WILL BE REDISTRIBUTED ONCE THE SITE IMPROVEMENTSARE COMPLETE. (APPROX. 1 YEAR)3.ALL SPOILS FROM MASS GRADING AND/OR FOUNDATIOIN EXCAVATION WILL BESTOCKPILED AT THE START OF THE PROJECT UNTIL THE BUILDING IS BACKFILLED.(APPROX. 10 WEEKS)GENERAL NOTES1.NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONSSHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEERAND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT.2.PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMITTO THE ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS,SPECIFICATION SHEETS, ETC. FOR ALL EQUIPMENT AND MATERIALS TO BEUSED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE WITHOUT THEPRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THEENGINEER.3.THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIESPRIOR TO THE BEGINNING OF CONSTRUCTION.4.THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24HOURS PRIOR TO BEGINNING CONSTRUCTION.5.TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED.6.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECTMEETS ALL OSHA REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLESAFETY REQUIREMENTS FOR HIS EMPLOYEES AND ANY SITE INSPECTION WORKPERFORMED BY THE ENGINEER.7.PROPOSED GAS, ELECTRICAL AND COMMUNICATION LINE LOCATIONS AREAPPROXIMATE. FINAL SERVICE LINE LOCATIONS ARE TO BE COORDINATED WITHSERVICE PROVIDER AT THE TIME OF APPLICATION FOR SERVICE.GENERAL NOTES - SITE GRADING & DRAINAGE PLAN1.ALL SPOT ELEVATIONS ON CURBS ARE TBC UNLESS OTHERWISE INDICATED.SUBTRACT 0.45 FT FOR TOP BACK OF CURB ELEVATION.2.ALL CURB & GUTTER IS CATCH CURB UNLESS OTHERWISE INDICATED. SPILL CURBIS NOTATED BY HATCHING AS SHOWN IN THE PROJECT LEGEND3.FINISHED GRADE MUST SLOPE AWAY FROM ALL BUILDINGS AT A MINIMUM 5%GRADE FOR 10 FT (2% GRADE AWAY FOR HARDSCAPED AREAS). GRADE ATBUILDING SHALL BE MINIMUM 0.5 FT BELOW TOP OF FOUNDATION WALL INLANDSCAPED AREAS.4.ELEVATION OF ALL CONCRETE WALKS AT BUILDING DOORS TO BE WITHIN 1/8" OFFINISH FLOOR ELEVATIONS.5.RETENTION PONDS SHALL BE 1.5-FT DEEP W/ 4H:1V EMBANKMENT SLOPES.UNLESS OTHERWISE INDICATED24088 Compass Apartments SPAcresSquare feetTotal site area (ac)2.30(s) school or park sites (ac)Total excluded (ac)0.12(D) Net residential density510.02871(c) commerical lot area(ac)(a) ROW & easements (ac)(N) Net residential lot area (ac)2.18Zoning DistrictR-5(i) industrial lot area (ac)(d) Open space/Park (ac)0.12(du) Number of units112(M) Max density by zone12SquarefeetAcres5,1000.12Required land dedicationRequired cash-in-lieuAdjustments to Parkland RequirementsParkland RequiredNet residential land area(ac)2.18Net residential land area(ac)2.18Parkland dedication required(ac)0.52Land dedication (ac)0.00Dwellings/acre (du)8Dwelling/acre (du)4Land already provided (ac)0.00Cash-in-lieu ($)$30,013.90Acre/du of land0.03Acre/du of land0.03Land dedication proposed (ac)0.00Additional in-lieu ($)$60,025.15Land dedication (ac)0.52Equivalent land area (ac)0.26Land equivalent required (ac)0.52Total CILP/IILP$90,039.05land appraisal value ($/sf)$2.65Land appraisal value ($/sf)$2.65 Cash-in-lieu ($)$30,013.90In-lieu fee equivalent ($)$60,025.15PARKING CALCULATIONSUNITTYPE# OFUNITSPARKINGFACTORSPACESREQUIREDSTUDIO261.00261 BD331.00332 BD531.7593TOTAL SPACESREQUIRED152TOTAL SPACESPROVIDED154 (71 GARAGE, 67LOT, 16 STREET)ADA SPACES REQUIRED= 6BIKE STALLS REQUIRED= 16BIKE STALLS PROVIDED= 19FIRE WATER LINE1 COB COMMENTS 06/21/24
2 COB COMMENTS 08/27/24