HomeMy WebLinkAbout011 C2.2 Site Plan (2 of 2)BP BP BP BP BP BP BP BP BP BP BP BP BPBP10.00'5.00'24.00'18.50'9.00'(TYP.)PROPOSED30.00'WIDE WATER& SEWEREASEMENT9.00'9.00'18.50'24.00'20.00'20.00'24.00'18.50'18.50'24.00'18.50'14.00'7.00'7.00'8.00'9.00'9.00'6.00'R3.50R3.50R3.50R3.50R3.50R3.50R3.50R3.50R3.50R3.50R3.50R3.50R3.50R3.50R3.503.50R3.50R3.50R3.50R3.50R3.50R3.50R25.50R24.50R50.50R14.50R3.5015.00'BUILDINGSETBACK 15.00'BUILDINGSETBACKPROPOSED 10.00'PEDESTRIAN EASEMENT10.00' PUE18.50'7.00'24.00'25.00'10.00' PUE27.00'27.00'5.00'5.00'10.00'10.00'15.00'BUILDING SETBACK5.00'PROPOSED 10.00'NWE UTILITYEASEMENT5.00'8.00'(TYP.)9.00'(TYP.)10.00'1.00' NO ACCESSEASEMENTR3.50R3.50R3.50R3.50R3.50204010200SCALE IN FEET C2.2SITE PLAN (2OF 2)12-01-2022SHEET NUMBERPROJECT CODEPROJECT ADDRESSARCHITECT RETAINS COPYRIGHT TO THESE DRAWINGS.DRAWINGS ARE ONLY FOR USE FOR PROJECT NAMED ONDRAWING SHEET AND MAY NOT BE REPRODUCED OR USEDFOR OTHER PURPOSES WITHOUT WRITTEN PERMISSIONFROM ARCHITECT.NWBWEST PARKNEIGHBORHOODBLOCK 1LOT 1WEST PARKSUBDIVISIONPRELIMINARY106 EAST BABCOCK STREETSUITE 1ABOZEMAN, MT 59715SHEET NAMEPROJECT NAMEDRAWING REVISIONSDRAWING ISSUE DATEDRAWING ISSUED FORPHONE: (406) 582-898812/01/2022LAUREL PARKWAYVAUGHN DRIVEEXISTING 5'SIDEWALK1.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.SHEET C1.1.1 FOR FOR 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'SAUTHORIZED REPRESENTATIVE9.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.CallRTHIS SITE HAS BEEN DESIGNED TO BE ACCESSIBLE TOINDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITHTHE AMERICANS WITH DISABILITIES ACT.12-PLEX (C)12-PLEX (B)12-PLEX (A)NOTES BY SYMBOL:TRASH ENCLOSURE: REFER TO ARCHITECTURAL DRAWINGS FORCONSTRUCTION DETAILSSAWCUT & REMOVE EXISTING CURB AND INSTALL NEW DRIVEWAY APPROACH:REFER TO COB DRAWING NO. 02529-12PEDESTRIAN CROSSING: SCORED CONCRETE CROSSWALK: REFER TO DETAIL6ON SHEET C5.0INSTALL ACCESSIBLE PARKING SIGNS: REFER TO DETAIL 1 ON SHEET C5.1INSTALL SIGNS FOR COMPACT PARKING: REFER TO DETAIL 2 ON SHEET C5.112345678BOULEVARD STYLE PEDESTRIAN RAMP: REFER TO DETAIL 4 ON SHEET C5.0ACCESSIBLE PARKING PAVEMENT MARKING SYMBOL: REFER TO DETAIL 3 ONSHEET C5.1INSTALL ACCESSSIBLE AISLE HATCHING PAVEMENT MARKING WITH FOUR INCH (4")YELLOW PAINT AT THIRTY DEGREE (30°) ANGLE TO PARKING STALL SPACED AT 2.50'ON-CENTER1110978991810XX = NUMBER OF PARKING SPACES2233344444455666778PEDESTRIAN BLOCKSEPARATOR10' EASEMENT AND10' SETBACK (TYP.)PROPOSED PROPERTYBOUNDARY45INSTALL ADA ACCESSIBLE PEDESTRIAN RAMP: REFER TO DETAIL 7 ON SHEETC5.0999LEGENDPROPOSED CONCRETEAREA TO BE PAVEDSNOW STORAGE AREA PILEVISION TRIANGLEVISION TRIANGLEMATCH LINE SHEET C2.1OPENSPACE PATIOREFER TO LANDSCAPE PLANSSTAIRSREFER TO DETAIL 6 ON SHEET C5.1MAILBOX CLUSTER(3) 16-SPACE CLUSTERBOXESLAYDOWN CURB