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HomeMy WebLinkAbout027 - C300 - SITE PLANUPUPDNUPDALLEY PROPOSED 6-STORY BUILDINGFOOTPRINT: ~11,100 SF112 SOUTH CHURCH AVENUEPROPOSED STORMWATER STORAGETANK IN BASEMENTEX. SIDEWALK ROUSE 2ND ADDITIONBLOCK A, NW CORNER OF LOT 1, PLAT A-11506 EAST BABCOCK STREETROUSE 2ND ADDITIONBLOCK A, NE CORNER OF LOT 1, PLAT A-11520 EAST BABCOCK STREETROUSE 2ND ADDITIONBLOCK A, LOT 2, PLAT C-6116 SOUTH CHURCH AVENUE1359.00'1.74'55.16'191.90'ROUSE 2ND ADDITIONBLOCK A, TRACT S2, LOT 1,PLAT A-11ROUSE 2ND ADDITIONBLOCK A, TRACT SE,CORNER LOT 1, PLAT A-11MIXED BLOCK FRONTAGE - 0-FT BUILDING SETBACK5.00'13.92'0.45'5.34'5.14'PROPOSED ALLEYENTRANCE TOPARKING GARAGEPROPOSED CONCRETESIDEWALKMATCH EX.ASPHALTPROPERTY LINEPROPOSED PARKING STRIPINGIN COVERED GARAGE0-FT BUILDING SETBACK6-FT BUILDING SETBACK5-FT BUILDING SETBACK5-FT BUILDING SETBACKEXISTINGFLOODWAYEX. SIDEWALK35.17'18.00'9.00'9.00'9.00'18.00'24.42'EX. ASPHALT5.56'5.00'15.04'15.00'20.00'ALLEYVISIONTRIANGLES0°09'19"W 74.20'PROPOSED BUILDINGOVERHANG & COLUMNS.SEE ARCH (TYP.)PTVFXXXXXXSSSSSS TWXXXXXXXXXXX6.00'PROPOSED TREE GRATESEE LANDSCAPE PLANSSOUTH CHURCH AVENUE PROPOSED 16' ASPHALTALLEY FROM SOUTHERNPROPERTY BOUNDARY TOOLIVE STREET. SEESHEET C301 FORADDITIONAL DETAILSPROPOSED BUILDINGCOLUMN (SEE STRUCTURAL)(9) COVERED BIKE RACKS TRASHROOMPROPOSED DOWNTOWNBIKE PARKING (2)UNCOVERED SPACESSEE LANDSCAPE PLANSPROPOSED LIGHT POLESEE ELECTRICAL PLANSPROPOSEDACCESSIBLEPARKING SPACEPROPOSED WALLMOUNTED VANACCESSIBLE SIGNPROPOSED WALLMOUNTED ACCESSIBLESIGNPROPOSED CATCHCURB AND GUTTERSEE MDT DWG. NO. 609-05PROPOSED CONCRETESIDEWALKSEE MDT DWG. NO. 608-05PROPOSED ASPHALTMATCH EXISTING. MIN 3",MAX 6" PER COB NO. DT-03PROPOSED ASPHALTMATCH EXISTING. MIN 3",MAX 6" PER COB NO. DT-032ELECTRICAL METERPROPOSED CONCRETESIDEWALKPROPOSED MECHANICALROOM LOCATION25.00'10.06'10.95'EXISTING BFEELEV: 4816.20'10205100SCALE IN FEET1ROUSE 2ND ADDITIONBLOCK A, LOT 3-4, PLAT C-6118 SOUTH CHURCH AVENUEEXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDINGVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2026COPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYPLOTTED BY:CELINE SAUCIER ON Jan/27/2026REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Boulevard WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierleP:\10758 - JBBARCH\001 - 112 S.CHURCH\ACAD\SHEETS\10758.001 - SITE PLAN.DWG THE DEPOT ON CHURCH112 SOUTH CHURCH AVENUE10758.001BOZEMANMONTANASITE PLAN5C300JAZJAZCMS12/5/251CITY OF BOZEMAN REVIEW1/14/26SITE PLAN SUBMITTAL12/5/25EXISTING ASPHALT SURFACEEXISTING GRAVEL SURFACEEXISTING CONCRETE SURFACELEGENDPROPOSED CONCRETE SURFACESEE MDT DWG NO. 608-05PROPOSED ASPHALT SURFACESEE 1/C600PROPOSED ASPHALT ALLEY ASREQUIRED BY COB SEE 1/C600= NUMBER OF PARKING SPACES IN ROW OR GROUPXGENERAL NOTES1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARDSPECIFICATIONS, 7TH EDITION DATED APRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION ASDETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C100 FOR MORE COMPLETE DEPICTION OF EXISTING IMPROVEMENTS.5.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698.6.CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT (10') INTERVALS ALONG TANGENT CURB SECTIONS AND A MINIMUM OF 5.25' WITHINTHE RADIUS OF ANY CURVES, HAVING A MINIMUM DEPTH OF THREE-QUARTER (34") AND WIDTH OF ONE-EIGHTH INCH (18").7.ONE-HALF INCH (12") EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC'S, PT'S, CURB RETURNS, AND AT NOT MORE THAN 300'INTERVALS. THE EXPANSION JOINT MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF CURB AND GUTTER.8.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER, THEIR AUTHORIZED REPRESENTATIVE,AND/OR THE CITY OF BOZEMAN (AS REQUIRED).9.CONCRETE SHALL BE CLASS M-4000.10.EXTEND CRUSHED BASE COURSE BEYOND THE BACK OF CURB A MINIMUM DISTANCE OF NINE (9"). MINIMUM THICKNESS OF CRUSHED BASECOURSE BENEATH CURB AND GUTTER SHALL BE SIX INCHES (6").No. 49499CELINE MPROFESSIONALENGINEER MONTANALICENSEDSAUCIER11CMS1