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HomeMy WebLinkAbout075 PROPOSED SITE PLAN 2S S S S SS S S S331604230SSCO OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPMATCH LINE - SHEET C9-7ROWHOME 1(RH-1)EXISTING 45.00' PUBLIC STREETAND UTILITY EASEMENT 179F 2091 PROPOSED 60.00'PUBLIC ACCESS ANDUTILITY EASEMENTTURBULENCE LANE 60' ROW TRADE WIND LANE60' ROW FLAT 2(FL-2)FLAT 2 (FL-2)MATCH LINE - SHEET C9-4N 27TH AVE.90' ROWMATCH LINE - SHEET C9-3 PROPOSED 10'PRIVATE UTILITYEASEMENTPROPOSED 10'PRIVATE UTILITYEASEMENT10' FRONT YARD SETBACK PER BMC TABLE 38.320.030.C 18.00'(TYP.)9.00'(TYP.)24.00'(TYP.)24.00'(TYP.)10' FRONTSETBACK PERBMC 38.320.030.C 10' FRONTSETBACK PERBMC 38.320.030.C10' FRONTSETBACK PERBMC 38.320.030.C10' FRONTSETBACK PERBMC 38.320.030.CPROPOSED SITEPLAN 2CCFWEHC10-3SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONSITE PLAN REVIEW - RC 102.17.2023ASITE PLAN REVIEW SUBMISSION08.31.20224SITE PLAN REVIEW - RC 205.10.2023B204010200SCALE IN FEET5.00' 1.00' 6.50' 7.00' 10.00' 10.00' 7.00' 6.50' 5.00' 1.00'TYPICAL ROADWAY DETAIL(TURBULENCE)18.00'(TYP.)18.00'(TYP.)18.00'(TYP.)24.00'(TYP.)COVERED PARKING11.10'37.00'92.00'11.09'92.00'92.00'37.00' 37.00'8.00'18.00' 14.00' 14.00' 14.50'55.00'78.00'73.00'237.37'5.00'(TYP.)17.92'7.46'14.50'24.51'13.92'2.92'14.00'64.00'14.00'28.05'R15.00'27.01' 27.00' 27.00'18.00'45.23'6.52'23.33' 16.34'R15.00'R173.50'R1 5 . 0 0 ' 18.69'R180.00'R185.00'25.36' 25.36' 17.81' 25.36' R 1 5 . 0 0 'R138.50'R132.00'R127.00'R511.50'R15.00'20.01' 19.90' 25.36' 25.36'R518.00'R523.00'R470.00'R465.00'27.94'82.00'10.75'9.00'14.00'80.96'14.09'3.93'55.00'14.00'108.83'60.00'14.00'8.00'41.39'6.62'57.18'82.00'14.00'10.30'119.46' 140.46' 18.64'24.67'22.73'13.33'167.77'6.50'12.23'15.02'57.72'18.07'17.95' 7.00'9.34'R15.00'R465.00'R470.00'R476.50'R1 5 . 0 0 'R511.50'R518.00'119.46'R20.00'R20.00 'R15.00'18.00'24.00'18.00' 24.01'18.01'23.99'ROWHOME 2(RH-2)ROWHOME 3(RH-3)3333333333333333333333333333322222222222KEY NOTESTRASH ENCLOSURE. SEE ARCHITECTURAL PLANS.DETECTABLE WARNING PANEL. DETECTABLE WARNING SURFACETO COMPLY WITH ADAAG, FULL WIDTH OF RAMP. ONE CORNER OFPANEL WITHIN 8" OF GUTTER. NO OTHER LEADING EDGE OF PANEL MAY BE MORE THAN 5' FROM THE FLOW LINE.6" THICK CONCRETE DOOR STOOP / PATIO. SEE STRUCTURAL FORCONNECTION DETAIL TO BUILDING FOUNDATION.BIKE RACK LOCATION. SEE LANDSCAPE PLANS FOR DETAILS.INSTALL BOLLARD PER DETAIL 4, SHEET C1-8.2134SITE PLAN RC-2 05/2023 24.00'24.00'5.00'R15.00'14.00'4.04'11 8 . 2 1 '5.00'47.00'5.00'4SCALE: 1" = 10'R15.00 '51.15'9.45'51.00'49.86'7.00'24.00'7.00' 24.00'7.00'24.00'24.00'LANDSCAPED BLOCK FRONTAGEPER BMC SECTION 38.510 PROPOSED 10'PRIVATE UTILITYEASEMENT10' EXISTINGPRIVATE UTILITYEASEMENT 10' PROPOSED PRIVATE UTILITY EASEMENT LANDSCAPED BLOCK FRONTAGEPER BMC SECTION 38.510LANDSCAPED BLOCK FRONTAGEPER BMC SECTION 38.510LANDSCAPED BLOCK FRONTAGE PER BMC SECTION 38.510 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021(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 AS APPROVED BYAGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C2-1 FOR MORECOMPLETE DEPICTION OF EXISTING IMPROVEMENTS.5.PAVEMENT MARKINGS WITHIN THE SITE SHALL BE FOUR INCH (4") YELLOW PAINTED MARKINGSWHERE SHOWN ON THE SITE PLAN IN ACCORDANCE WITH SECTION 02851 OF THE MPWSSUNLESS OTHERWISE INDICATED OR DIRECTED BY THE ENGINEER OR OWNER.6.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUMDRY DENSITY AS DETERMINED BY ASTM D 698.7.CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT (10') INTERVALS ALONG TANGENTCURB SECTIONS AND A MINIMUM OF 5.25' WITHIN THE RADIUS OF ANY CURVES, HAVING AMINIMUM DEPTH OF THREE-QUARTER INCHES (3/4") AND WIDTH OF ONE-EIGHTH INCH (1/8").8.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.9.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).10.CONCRETE SHALL BE CLASS M-4000.11.EXTEND CRUSHED BASE COURSE BEYOND THE BACK OF CURB A MINIMUM DISTANCE OF NINEINCHES (9"). MINIMUM THICKNESS OF CRUSHED BASE COURSE BENEATH CURB AND GUTTERSHALL BE SIX INCHES (6").12.THE DEVELOPMENT IS ZONES R-4 AND WILL FOLLOW THE SPECIAL RESIDENTIAL BLOCKFRONTAGE STANDARDS IN BMC 38.510.030.J.13.UNLESS OTHERWISE NOTED, TOP BACK OF CURB RADII ARE 4'.GENERAL NOTES:9.00'10.77' 8.47'4.32'4.00'12.33'4.00'10.51'4.00'12.38'4.00'10.51'4.00'12.32'4.00'10.51'3.50' 3.50' 5.00'B