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HomeMy WebLinkAbout074 PROPOSED SITE PLAN 1WWWWWWWWWWWWW WW W W WWWWWWWWWWWWWWWWWWWWWW S 22OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP T BTV BTV MATCH LINE - SHEET C9-5EXISTING 45.00' PUBLIC STREETAND UTILITY EASEMENT179F 2091 TURBULENCE LANE60' ROW N 25TH AVE60' ROWFLAT 3(FL-3)N. 27TH AVE.90' ROWROWHOME 5(RH-5)ROWHOME 7 (RH-7) TSCHACHE LANE 60' ROW 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:PROPOSED 10'PRIVATE UTILITYEASEMENTPROPOSED 60.00 PUBLICACCESS AND UTILITYEASEMENT10' FRONT SETBACK PER BMC TABLE 38.320.030.C 10' FRONT SETBACKPER BMC TABLE38.320.030.C 10' FRONT SETBACK PER BMC TABLE 38.320.030.C 10' FRONTSETBACK PER BMCTABLE 38.320.030.C 9.00'(TYP.)5.00' SIDE W A L K PROPOSED SITEPLAN 1CCFWEHC10-2SheetNumber:© 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(N. 25TH AVE.)22.50'25.00'PROPOSED 60.00' PUBLIC ACCESS AND UTILITY EASEMENT PROPOSED 10'PRIVATEUTILITYEASEMENTPROPOSED 10' PRIVATE UTILITY EASEMENT 10' FRONT SETBACK PER BMC TABLE 38.320.030.C 10' FRONT SETBACK PER BMC TABLE 38.320.030.CCOVERED PARKING40.00'24.00'17.45'17.45'20.23'8.00'216.11'91.00'91.00'8.00'96.00'14.00' 14.00'27.00' 27.00'27.00'26.30'26.00' 37.00'92.00'92.00'92.00'7.84'70.70'16.12'14.00' 18.38'12.00'37.58' 73.00'9.55'9.39'37.94' 92.00'37.00'92.00'37.00'12.00'10.03'R1 5 . 0 0 ' R167 . 5 0 '73.10'R20.00'R15.00'R15.00'R174. 0 0 '94.39'42.03'58.16'51.36' 6 2 . 2 8 ' 24.66'73.19'35.77'19.4 2 ' 8. 5 7 '21.35'16.05'12.89'6.3 4 '6.98'3.28'2.64'R2.0 0 'R4.49 'R4.99'R2.00'12312325.18'20.51 'R0.08 ' R 3 . 0 0 'R2.00'6.48'22.46'17.33 '7.33'R1.00'R2 . 0 0 'R0.08 'R2.08'15.55'15.08 '3.44'R2 . 0 0 'R1.00' 6.09' R179.0 0 '73.10'115.39'12.16'12.16'60.05'6.00'11.45'6.00'6.00'R523.00'140.46'6.42'7.08'7.00'6.42'3.50'R2.00'R518.00'21.14'R9.00'R15.00'4.54'R511.50'R15.00'R20.00'17.88'49.60'7.00'40.22'R126. 0 0 ' 5.00' R121. 0 0 '49.87'7.00'40.80'20.01'R127.00'25.36'R523.00'R132.00'19.90'R518.00'7.00'9.16'R15.00'25.36'R511.50'42.36'R5.00'5.64'30.60'24.67'13 . 3 3 ' 13 . 9 0 '5.00'13.18'R15.00'30.67'R1 5 . 0 0 'R15.00'R 1 5 . 0 0 '30.91'INSETSEE INSETSEE INSETSEE INSETINSETINSETROWHOME 4(RH-4)ROWHOME 6(RH-6)ROWHOME 8 (RH-8)3333333333333333333333322222233333333333345.00'2222SITE PLAN RC-2 05/2023 KEY 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.213SCALE: 1" = 10'4119.46'MATCH LINE - SHEET C9-6417.81'R138.50'37.00'124.00' (TYP.) 18.00' (TYP.) 18.00' (TYP.) 24.00' (TYP.) 17.00' (TYP.) 7.50' SIDEWALK 28.91'23.25'16.00'24.00'R250.00'R244.00'24.00'7.00'24.00'7.00'24.00'24.00'22222222LANDSCAPED BLOCK FRONTPER BMC 38.510 LANDSCAPED BLOCK FRONTPER BMC 38.510LANDSCAPED BLOCK FRONTPER BMC 38.510LANDSCAPED BLOCK FRONT PER BMC 38.510 4.00'12.27'4.00'10.51'4.00'12.37'4.00'10.51'4.00'12.37'4.00'10.51'10.10'212.83'4.00'11.56'10.51' 4.00'4.00'11.59'10.51' 4.00' 3.50'R1.00' R1 . 0 0 '3.00'11.88'10.46' 5.00'B