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013 - R-9 - CANTER AVENUE ROAD PROFILE
4980 4985 4990 4995 5000 4980 4985 4990 4995 5000 FG-4992.38EG-4990.177+50 FG-4991.42EG-4989.808+00 FG-4990.49EG-4989.33FG-4989.93EG-4988.859+00 FG-4989.92EG-4988.37FG-4990.08EG-4988.0410+00 FG-4989.78EG-4987.34FG-4989.11EG-4986.6111+00 FG-4988.42EG-4985.88FG-4987.47EG-4985.4012+00 FG-4986.20EG-4985.05FG-4984.92EG-4984.5913+00 FG-4983.64EG-4984.17FG-4982.87EG-4982.6214+00 FG-EG-4983.25FG-EG-15+00 VPI STA=8+57.49 VPI ELEV=4990.31 K=50.90, LVC=52.62' LP STA 8+83.80 LP ELEV=4990.07VPC STA=8+31.18VPC ELEV=4990.82VPT STA=8+83.80VPT ELEV=4990.07VPI STA=10+14.80 VPI ELEV=4990.24 K=50.00, LVC=90.00' HP STA 9+94.80 HP ELEV=4990.08VPC STA=9+69.80VPC ELEV=4990.02VPT STA=10+59.80VPT ELEV=4989.66VPI STA=11+79.43 VPI ELEV=4988.00 K=53.33, LVC=62.00' HP STA 11+48.43 HP ELEV=4988.44VPC STA=11+48.43VPC ELEV=4988.44VPT STA=12+10.43VPT ELEV=4987.21-1.40% -2.56% 0.50%-1.30% -0.90% 1.61% 0.50% -1.75% -0.50%STA=13+50.49ELEV=4983.63STA=10+77.52 ELEV=4989.43 STA=14+46.74ELEV=4983.02STA=14+21.76 ELEV=4982.73 MATCH EXISTING GRADE EXISTING GRADE @ ROAD CENTERLINE PROPOSED GRADE @ ROAD CENTERLINE STA 10+77.52BROOKDALE DR X-ING-1.93% VPI STA=9+18.53 VPI ELEV=4989.76 K=35.84, LVC=50.00' LP STA 9+25.61 LP ELEV=4989.84 VPC STA=8+93.53VPC ELEV=4989.99VPT STA=9+43.53VPT ELEV=4989.89VPI STA=13+93.69 VPI ELEV=4982.87 K=35.20, LVC=44.00' LP STA 14+15.69 LP ELEV=4982.76 VPC STA=13+71.69VPC ELEV=4983.26VPT STA=14+15.69VPT ELEV=4982.76BPBPBPBPBPBPBPBP16014604983.863CS8015624983.833CS8015634983.677BO 5368709144983.833CS5368709154983.677BO CO8003464982.113CO SSD SD SD S S S SDSDSDSDSDSDSDSDSDSDSD DDSSSSSSSSSBLOCK 4BLOCK 57+008+009+0010+0011+0012+0013+0014+0014+96PT: 6+57.110 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2023COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5659\011 -YTI DEVELOPMENT\ACAD\SHEETS\1_PREPLAT\5659.011_CANTER_ROADP&P.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle PLOTTED BY:LEE HAGEMAN ON Mar/13/2023 SOUTH RANGE CROSSING SUBDIVISION PRELIMINARY PLAT BOZEMAN MONTANA CANTER AVENUE ROAD PROFILE STA 7+50 TO STA 15+00 5659.011 10 R-9 LRH LRH MEE 03/2023 PRELIMINARY PLAT - REV. 1MARCH 2023CANTER AVEBROOKDALE DRCANTER AVE GRAF STMATCH LINE STA 7+50