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WEST OAK STREET888881110101111111111111111111187PROPOSEDUNDERGROUNDPOWER, GAS ANDCOMMUNICATIONUTILITIES (TYP.)111LOT 137.10 ACRESREMU3BLDG 1TYPE B13,874 SFBLDG 2TYPE B13,874 SFBLDG 7TYPE B13,874 SFBLDG 8TYPE B13,874 SFBLDG 3TYPE A2,693 SFBLDG 4TYPE A2,693 SFBLDG 5TYPE A2,693 SFBLDG 6TYPE A2,693 SF408020400SCALE IN FEETSITE PLAN-SOUTHC1.1.
MEE 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.com10/29/20211415185s5s5s5s5s5s5s5s1.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:2MIXED BLOCK FRONTAGE: 10 FT BUILDING SETBACK1STORE FRONT BLOCK FRONTAGE: ZERO SETBACK0UNDERGROUND STORM WATER FACILITYLEGEND= NUMBER OF STANDARDPARKING SPACES IN ROWOR GROUPX= STACKED PARKINGBEHIND GARAGEEXISTING ASPHALT SURFACEEXISTING CONCRETE SURFACEPROPOSED ASPHALT PAVEMENT SURFACEPROPOSED CONCRETE SURFACE10Xb4b16b310FT PUBLIC UTILITY EASEMENT3333OPEN SPACE5,765 SFOPEN SPACE27,031 SF4b8b4b4b4DRIVE APPROACH PER COB STD DWG NO. 02529-114MAILBOX KIOSKPUBLIC PARK TO BECONSTRUCTED WITH PHASE 1PHASE 2 BOUNDARYPHASE 1 BOUNDARYSNOW STORAGEAREA (TYP.)PROPOSEDSTREET LIGHT (TYP.)EXISTINGSTREET LIGHT (TYP.)XsBIKE RACKS9 FT18 FTOPEN SPACEAREA = 23,264 SFOPEN SPACE BOUNDARY (TYP.)MASTER 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