HomeMy WebLinkAbout012_C100 Site Plan Bronken8W8WFFTVTVTVTVEEDYHDYHDYHIIDDDDSDSDDDSPPPWVWVWVWVWVWVWVWVWVBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGSSSSSSSSSSSSSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP
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T SDSDSDSDSDSSSWWWWWWWWWWWWWWW XXXXXXXXXXXXXXXXXX40.0010.0020.0051.9610.0020.0045.0012.0024.009.0018.00R4.00R20.00PROPOSED 30.00' WIDEUTILITY EASEMENTEXISTING 20' WIDEPUBLIC UTILITY EASEMENT7.007.0060°25.00R2.50R5.00R5.00R5.00R4.50R10.00R40.00R40.00N0°01'20"E 497.68'
S2°00'58"W 512.38'
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N2°00'58"E 45.02'N89°52'46"W155.00'342.68'222.49'230.88'213.19'222.63'N87°59'02"W 435.82'S89°52'46"E 453.37'108.74'77.67'
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T SDSDSDSDSDSSSWWWWWWWWWWWWWWW XXXXXXXXXXXXXXXXXX7.001' NO. ACCESSSTRIP. FROM HERE150' NORTH TO30' DEDICATED R/W1' NO. ACCESSSTRIP. FROM HERE150' SOUTH TOPRINCE LNPROPOSED BUILDINGTHIS SITE HAS BEEN DESIGNED TO BE ACCESSIBLE TOINDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITHTHE AMERICANS WITH DISABILITIES ACT.LEGENDPROPOSED CONCRETESPILL CURBLAYDOWN CURBAREA TO BE PAVEDCATCH CURBTTRANSITION CURB1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANAPUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OFBOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITIONTHAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BYAGENCY AND/OR ENGINEER.4.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRYDENSITY AS DETERMINED BY ASTM D 698.5.CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT (10') INTERVALS ALONG TANGENT CURBSECTIONS AND A MINIMUM OF 5.25' WITHIN THE RADIUS OF ANY CURVES, HAVING A MINIMUM DEPTHOF THREE-QUARTER INCHES (3/4") AND WIDTH OF ONE-EIGHTH INCH (1/8").6.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC'S, PT'S, CURBRETURNS, AND AT NOT MORE THAN 300' INTERVALS. THE EXPANSION JOINT MATERIAL SHALLEXTEND 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 AUTHORIZED REPRESENTATIVE, 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 NINEINCHES (9"). MINIMUM THICKNESS OF CRUSHED BASE COURSE BENEATH CURB AND GUTTER SHALLBE SIX INCHES (6").GENERAL NOTES:NOTES BY SYMBOL:TRASH ENCLOSURE, SEE ARCHITECTURAL PLANSFOR DETAILS12345ACCESSIBLE PARKING PAVEMENT SYMBOLREFER TO DETAIL 3 ON SHEET C0.50INSTALL ACCESSIBLE AISLE HATCHING PAVEMENT MARKINGWITH FOUR INCH (4") YELLOW PAINT AT THIRTY DEGREE (30°)ANGLE TO PARKING STALL SPACED AT 2.50' ON-CENTERINSTALL NEW POST MOUNTED VAN ACCESSIBLEPARKING SPACE SIGN ASSEMBLYREFER TO DETAIL 4 ON SHEET C0.50 FOR INSTALLATIONPROPOSED SNOW STORAGE AREARESERVEDPARKINGVANACCESSIBLE$100 FINEPERMIT REQUIRED1222345EXISTING LIGHTPOLE TO BE RELOCATED,SEE ELECTRICAL PLANS FOR DETAILS66C1.0SITE PLAN REVIEW12/03/212200.048STELLA FRIA
BRONKEN WAREHOUSE
3345 PRINCE LANE, BOZEMAN, MT
OVERALL SITE PLAN
9/24/2021 9:45:22 AM 78910NON RESIDENTIAL DRIVEWAY APPROACHPER COB STANDARD DETAIL NO. 02529-12TEMPORARY ASPHALT DRIVEREFER TO DETAIL 2 ON SHEET C0.50FENCE, SEE ARCHITECTURAL PLANS FOR DETAILSSLOPED LOADING AREA7788910306015300SCALE IN FEETNo. 49499CELINE MPROFESSIONALENGI
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EER MONTANALICENSEDSAUCIERCOPYRIGHT 2019ISSUEDATEDESCRIP.1011FUTURE MONUMENT SIGN11R4.0026.0081111112/3/21SP REV 18.001111FUTURE MONUMENT SIGN12PROPOSED BIKE RACKS, SEE LANDSCAPEPLANS FOR DETAILS112