Loading...
HomeMy WebLinkAbout027.1 - C301 - SITE PLAN - ALLEYWAY EXTENSIONBPBPBPBPBPBPBP BP BP BP BP OHPOHPOHPBPOHPOHPOHPOHPOHPOHPOHPOHP P TV FXXXX E G PTXX X X X X X X X X X XXO H P O H P OHPOHPOHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPMEG 4817.09MEG 4817.034817.084817.074817.394817.404817.304817.464817.504817.514817.404817.98MEG 4817.23MEG 4817.62MEG 4818.00MEG 4818.54MEG 4818.36MEG 4817.44MEG 4817.62MEG 4818.95MEG 4819.04MEG 4818.48VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2026COPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYPLOTTED BY:CELINE SAUCIER ON Jan/12/2026REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Boulevard WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierleP:\10758 - JBBARCH\001 - 112 S.CHURCH\ACAD\SHEETS\10758.001 - SITE PLAN.DWG THE DEPOT ON CHURCH 112 SOUTH CHURCH AVENUE10758.001BOZEMANMONTANASITE PLAN - ALLEY WAY EXTENSION5.1C301JAZJAZCMS12/5/251CITY OF BOZEMAN REVIEW1/14/2610205100SCALE IN FEETEXISTING ASPHALT SURFACEEXISTING GRAVEL SURFACEEXISTING CONCRETE SURFACELEGENDPROPOSED CONCRETE SURFACESEE MDT DWG NO. 608-05PROPOSED ASPHALT SURFACESEE 1/C600PROPOSED ASPHALT ALLEY ASREQUIRED BY COB SEE 1/C600= NUMBER OF PARKING SPACES IN ROW OR GROUPXGENERAL NOTES1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITHTHE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATEDAPRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; ANDTHE PROJECT SPECIFICATIONS.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.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C100 FORMORE COMPLETE DEPICTION OF EXISTING IMPROVEMENTS.5.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THEMAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698.6.CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT (10') INTERVALS ALONGTANGENT CURB SECTIONS AND A MINIMUM OF 5.25' WITHIN THE RADIUS OF ANYCURVES, HAVING A MINIMUM DEPTH OF THREE-QUARTER (34") AND WIDTH OFONE-EIGHTH INCH (18").7.ONE-HALF INCH (12") EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC'S,PT'S, CURB RETURNS, AND AT NOT MORE THAN 300' INTERVALS. THE EXPANSIONJOINT MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF CURB AND GUTTER.8.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BYTHE 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 DISTANCEOF NINE (9"). MINIMUM THICKNESS OF CRUSHED BASE COURSE BENEATH CURB ANDGUTTER SHALL BE SIX INCHES (6").No. 49499CELINE MPROFESSIONALENGINEER MONTANALICENSEDSAUCIER10205100SCALE IN FEETSITE PLAN SUBMITTAL12/5/25No. 49499CELINE MPROFESSIONALENGINEER MONTANALICENSEDSAUCIERCMS16.00'ALLEYWAYEXTENSIONSAWCUT AND TIE INTOEXISTING ASPHALTASPHALT TO END ATRIGHT OF WAYSIDEWALK125' ALLEYWAYFOR FIRE TRUCKACCESS