HomeMy WebLinkAbout002_C1.2.1_SITE PLAN_01052022781047786666743617753TVTVSGVMWPPTTWVWVXX X X X X X X X X X X X X X X X
DYH DYHDDDTTWVWVWVWVWVWVSTORM DRAIN INLETRIM GRATE=4646.95INVERT ELEVATIONSUNKNOWN, COULD NOT GETMEASUREDOWN10.00' PUBLIC ACCESS EASEMENT24.50'9.00'18.50'26.00'18.50'18.50'9.00'18.50'9.00'9.00'18.50'18.50'9.00'7.62'30.00' TRAIL EASEMENT30.00' UTILITY EASEMENT10.00' SETBACK5.00' SETBACK30.00' PUBLIC UTILITY EASEMENTPROPOSED 30.00' STORM EASEMENT10.00' PUBLIC UTILITY EASEMENTR3.50'R3.50'R3.50'R3.50'18.50'9.00'24.00'26.00'26.00'18.50'18.50'18.50'18.50'5.00'R3.50'R3.50'R3.50'R3.50'8.00'R3.50'R3.50'26.00'16.00'5.00'24.00'R3.50'R3.50'R15.50'R3.50'R3.50'R1.50'R1.50'R27.50'R27.50'25.00'R3.50'R3.35'10.00' TRAILLOCATION TOBE DETERMINED8.00' SETBACK25.00' SETBACK5.00'5.00'6.00'R3.50'R15.00'R15.00'8.22'13.49'20.98'27.11'11.44'77.50'66.70'23.88'R20.50'R3.00'R3.50'16.00'R3.50'R3.50'EXISTING POND FORLOTS 1-6 OF CATRONCROSSINGPROPOSEDRETENTIONPONDPROPOSED BUILDING30' WATERCOURSESETBACK50' WATERCOURSESETBACKPROPOSEDRETENTION PONDEXISTING SEWERMANHOLE6 ADAACCESSIBLESTALLS (TYP.)BUILDINGOVERHANG(TYP.)issue dateproject #phasesheet
project
ownerrevisiondateC1.2.1SITE PLAN
21012.00VANCE THOMPSON VISION
BID & PERMIT SET 1.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,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:NOTES BY SYMBOL:TRASH ENCLOSURE: REFER TO ARCHITECTURAL DRAWINGA3.1.1 FOR CONSTRUCTION DETAILSBICYCLE PARKING CONCRETE PAD: 6 BIKE RACKS12Know what'sbelow.before you dig.CallRGRAPHIC SCALE0(IN FEET)102010201 INCH = 20 FTTHIS SITE HAS BEEN DESIGNED TO BE ACCESSIBLE TOINDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITHTHE AMERICANS WITH DISABILITIES ACT.34PEDESTRIAN CROSSING: SCORED CONCRETE REFER TODETAIL 5 ON SHEET C3.1.4 FOR CONSTRUCTION DETAILSSNOW STORAGE AREA PILE5MECHANICAL YARD: REFER TO MECHANICAL ANDARCHITECTURAL DRAWINGS FOR CONSTRUCTION DETAILSLEGENDPROPOSED CONCRETESPILL CURBLAYDOWN CURBAREA TO BE PAVED6LAYDOWN CURB7PROPOSED NON-RESIDENTIAL DRIVEWAY APPROACH:REFER TO COB DRAWING NO. 02529-138PROPOSED 10' WIDE ASPHALT TRAIL: REFER TO COBDRAWING NO. 02529-1612333444CATCH CURB5678TTRANSITION CURB6 STAIRSSEE ARCHITECTURALPLANS FOR DETAILS5 STAIRSSEE ARCHITECTURAL PLANSFOR DETAILSSTREET VISIONTRIANGLEOPEN SPACE7,605SFNo. 49499CELINE MPROFESSIONALENGIN
EER MONTANALICENSEDSAUCIER3' VALLEYGUTTERSTD DWG NO. 02529-1CONCRETE SIDEWALKSEE DETAIL 2/C3.1.4PEDESTRIAN RAMPSEE DETAIL 4/C3.1.47DEAD ENDBARRICADECOB STD DWGNO. 09810-2BITMINOUSPAVEMENTSEE DETAIL1/C3.1.5ELECTRICALFIXTURES (TYP.)SEE ELECTRICALPLANELECTRICALFIXTURES (TYP.)SEE ELECTRICALPLANR28.50'R20.00'72.48'88.09'R22.50'R3.50'100% BID & PERMIT10.29.20211 10/22/21