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HomeMy WebLinkAbout006_2501 BSF HQ - C100 - Site PlanWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSWWWSSSNGNGNGNGNGBTBTBTBTBTBTOHPOHPOHPOHPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT BT BTBTBTBTBTBTBTBTBTBTB T B T BT NG NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG NG NGBP BP BP BP BP BP BP BPBPBPBPBPBTVBTVWWWWWWWWWSSSSSSSSSDSDSDSDSDSDSDSD9.00'(TYP.)21.34'18.50'(TYP.) 5.00'10.00'10.00'6.75'6.01'23.67' 5.00' 24.00' 7.07'8.77'12.00'12.00'7.00'12.17'S89°28'49"W262.77'20.00' 44.95'27.33'S89°25'51"W207.00'N5°57'37"W22.23'R=170.00' L=20.00'Δ=6°44'26"N0°39'07"E76.32'11.17'8.00'4.00'6.00'12.00'4.00'16.00' 7.30'10205100SCALE IN FEETPROJECT #SHEET NUMBERREVISION:DATE618 N Wallace | Bozeman, MT 59715This drawing is not intended nor shall it be used forconstruction purposes unless the signedprofessional stamp of a regisered architectemployed at MINARIK Architecture, Inc. is affixedabove.Consultant:971-319-6249 | www.minarikarch.com Project Status:© 2024 MINARIK Architecture, IncALL RIGHTS RESERVEDThese Drawings are the Property of MINARIKArchitecture, Inc and are not to be used or reproducedin any manner without prior written permission.2025COPYRIGHT © MORRISON-MAIERLE,engineers surveyors planners scientistsMorrisonMaierle2880 Technology Boulevard West, Bozeman, MT 59718406.587.0721www.m-m.net4/3/2025 9:40:57 AM 2501C100BSF Headquarters Bridger Ski Foundation 1606 Gold Avenue Bozeman, Montana4/8/2025Site PlanSITE PLAN REVIEW REVISION DATE REASON FOR ISSUE N:\10594\002\ACAD\SHEETS\10594.002-SITE PLAN.DWG 4.50'5.44'04/08/2025C O B 3 5 F T W A T E R C O U R S E S E T B A C KCR E E K SE T B AC K , P ER P L A T J - 4 2 - A BOZEMAN CREEK GOLD AVENUE PROPERTY LINE (TYP)PROPOSED ELECTRICAL OUTLETMOUNTED ON POST (TYP)3FT SIDE SETBACK3FT SIDE SETBACK15FT FRONT SETBACKEXISTING SEWER SERVICEEXISTING WATER SERVICEEXIST ING BU ILD ING 100-YEAR BASE FLOODSURFACE LEGENDEXISTING ASPHALTEXISTING CONCRETEPROPOSED ASPHALTPROPOSED CONCRETEPROPOSED REINFORCED CONCRETE4C3003C3005C3001.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN 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 ASAPPROVED BY AGENCY AND/OR ENGINEER.4.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THEMAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698.5.YELLOW PAVEMENT MARKINGS SHALL BE FOUR INCHES (4") WIDE AND MEET THESPECIFICATIONS OF MPWSS SECTION 02581.GENERAL NOTES:.8C300.7C300PROPOSED 5FT WIDESIDEWALK PER CITY OFBOZEMAN STANDARDS5.00'1.00'PROPOSED BOLLARDLIGHTS (TYP)UNDERGROUND STORM WATERSTORAGE SYSTEMSEE SHEET C200PROPOSED BUILDING(SEE ARCH)1 06/25/25 CITY COMMENTS 11