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HomeMy WebLinkAbout3638009-C300-Site-Plan 2020-02-26W10'BUILDINGSET BACKLINE25'OPEN SPACE 6LOT 14ACOMMON AREA 3ALOT 16ACOMMON AREA 4ALOT 17ACOMMON AREA 7COMMON AREA 8info0.25 AC.10,857 SqFt 160 ROW©2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2020VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3638\009\ACAD\Site Plans\Building-M-Aviator\Sheets\3638009-C300-Overall-Site-Plan.dwg Plotted by celine saucier on Feb/26/2020engineerssurveyorsplannersscientists3638.009C300BOZEMANMONTANAJAUKDJJAU12/20191DRC REVISIONS2/26/2020CMS870 HARMON STREAM BLVD.SITE PLANSITE M - AVIATOR BUILDINGBOZEMAN GATEWAY PUD1.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.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C100 FOR MORE COMPLETEDEPICTION OF EXISTING CONDITIONS.5.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRYDENSITY AS DETERMINED BY ASTM D 698.6.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").7.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.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 NINEINCHES (9"). MINIMUM THICKNESS OF CRUSHED BASE COURSE BENEATH CURB AND GUTTER SHALLBE SIX INCHES (6").GENERAL NOTES:Know what'sbelow.before you dig.CallR11x17 HORIZONTAL SCALE: 1" = 60'GRAPHIC SCALE0(IN FEET)153015301 INCH = 30 FTTHIS SITE HAS BEEN DESIGNED TO BE ACCESSIBLE TOINDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITHTHE AMERICANS WITH DISABILITIES ACT.SITE PLAN RESUBMITTAL - 2.26.2020LEGEND6" STAMPED COLORED CONCRETEEXISTING PAVED AREASNOW STORAGE LOCATIONLIMITS OF CONSTRUCTIONAREA TO BE PAVED WITH THIS PROJECTBIKERACKSTRASHENCLOSURE2 DISABLED ACCESSIBLE STALLSBIKERACKSDISABLED ACCESSIBLE STALL12/10/20192 DISABLED ACCESSIBLE STALLSBUILDING SETBACK LINE50' STRAIGHT APPROACHFROM TRASH ENCLOSURE1