HomeMy WebLinkAbout10-C1.2SitePlanNorthS78°41'34"W104.53'S88°31'14"W513.51'N11°23'09"W369.97'N89°27'46"E181.76'N88°31'14"E110.22'S16°28'1
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G GGGGGGGGGGGGGGGGGGGSDSDSDSDSDSDGGG GG12100.00'91.00'64.00'27.00'73.00'91.00'73.00'27.00'27.00'BLDG 9TYPE ECLUBHOUSE12,346 SFBLDG 13TYPE CBLDG 14TYPE C91.00'8.00'TYP.60.00'PUBLIC STREET EASEMENT70.00' PUBLIC STREETAND UTILITY EASEMENT55.00'100.00'55.00'8.00'TYP.100.00'28.00'27.00
'27.00'12.00'TYP.24.00'24.00'16.50'TYP.9.00'TYP27.00'7.00'9.00'20.00'391.00'24.00'73.00'20.00'POOL AREAAMENITIES -SEE PHASE 1LANDSCAPE426.85'16.50'5.00'5.00'5.00'8.00'7.00'5.00'18.58'12.00'5.00'7.50'27.00'27.00'27.00'66.00'ROW71.00'ROW60.00'ROW5.00'TRASHENCLOSURE(TYP.)10408020400SCALE IN FEETTWIN LAKES AVENUEWELLSPRING DRIVEHARVEST PARKWAYROSA WAY1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARDSPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THEPROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TOEXCAVATION AS DETERMINED 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.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BYASTM D 698.5.CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT (10') INTERVALS ALONG TANGENT CURB SECTIONS AND A MINIMUM OF5.25' WITHIN THE RADIUS OF ANY CURVES, HAVING A MINIMUM DEPTH OF THREE-QUARTER INCHES (3/4") AND WIDTH OFONE-EIGHTH INCH (1/8").6.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC'S, PT'S, CURB RETURNS, AND AT NOT MORE THAN300' INTERVALS. THE EXPANSION JOINT MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF CURB AND GUTTER.7.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER, THEIR AUTHORIZEDREPRESENTATIVE, AND/OR THE CITY OF BOZEMAN (AS REQUIRED).8.CONCRETE SHALL BE CLASS M-4000.9.EXTEND CRUSHED BASE COURSE BEYOND THE BACK OF CURB A MINIMUM DISTANCE OF NINE INCHES (9"). MINIMUM THICKNESSOF CRUSHED BASE COURSE BENEATH CURB AND GUTTER SHALL BE SIX INCHES (6").GENERAL NOTES:NOTES BY SYMBOL:MIXED BLOCK FRONTAGE: 10 FT BUILDING SETBACK11010101011111110857PROPOSED UNDERGROUND POWER,GAS AND COMMUNICATION UTILITIES(TYP.)TRASH ENCLOSURE (TYP.)STORE FRONT BLOCK FRONTAGE: ZERO SETBACK02011111111111196682LOT 12.62 ACRESB2-MLOT 155.26 ACRESREMU1099101011105BLDG 11TYPE DMAINTENANCE1,495
SFBLDG 15TYPE B13,874 SFBLDG 16TYPE B13,874BLDG 10TYPE B-ALT13,874 SFBLDG 12TYPE B13,874 SFBLDG 17TYPE A2,693 SFBLDG 18TYPE A2,693 SFSITE PLAN-NORTHC1.2.LEGENDMEE OWNER:DATE:SHEET TITLE:OWNER:DATE:SHEET TITLE:CHECKED BY:DRAWN BY:
NWX APARTMENTS- AN ICON COMMUNITY
BOZEMAN, MONTANABLACKRIDGE COMPANIES1735 SOUTH 19TH AVESUITE BBOZEMAN, MT 59718OFFICE: 406.582.8100FAX: 406.582.8108244 North College Avenue #130Fort Collins, Colorado 80524P 970.409.3414www.norris-design.com10/29/2021I, THE APPLICANT, CERTIFY THAT TO THE BEST OF MY KNOWLEDGE,INFORMATION AND BELIEF, THE NWX APARTMENT SITE IS INACCORDANCE WITH THE APPLICABLE ADA REGULATIONS.101610151424s4s5s5s5s5s5s5s= NUMBER OF STANDARDPARKING SPACES IN ROWOR GROUPXBIKE RACKSEXISTING ASPHALT SURFACEEXISTING CONCRETE SURFACEPROPOSED ASPHALT PAVEMENT SURFACEPROPOSED CONCRETE SURFACE310FT PUBLIC UTILITY EASEMENT3333146b4b3OPEN SPACE3,821 SFOPEN SPACE5,391 SFXb4b4b4b4b4DRIVE APPROACH PER COB STD DWG NO. 02529-12444442PHASE 1 BOUNDARYPHASE 2 BOUNDARYSITE VISIONTRIANGLE (TYP.)SNOW STORAGEAREA (TYP.)EXISTINGSTREET LIGHT (TYP.)PROPOSEDSTREET LIGHT (TYP.)1s= STACKED PARKINGBEHIND GARAGEXs9 FT18 FT5s5s64s4s4bSNOW STORAGE AREA, TYPMASTER SITE PLAN10/29/21: MSP 0106/02/22: MSP 0109/06/22: MSP 01 10/29/21: MSP 0106/02/22: MSP 0109/06/22: MSP 010203