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Li R-04_Cottonwood-Rd_0+00-to-8+50_2020-03-06
ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES S S W V W V ES ES ES ES ES ES ES ES ES E W E W E W E W EW EW EW EW EW E E P W V -0+25 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 5+25 5+50 5+75 6+00 6+25 6+50 6+75 7+00 7+25 7+50 7+75 8+00 8+25 8+50 8+75 9+00PRC: 0+00.00 N: 124951.82 E: 365510.63 PRC: 1+47.02 N: 125097.11 E: 365526.94 Mid: -0+25.00 N: 124928.08 E: 365502.83 Mid: 0+73.51 N: 125023.72 E: 365525.45 Mid: 5+27.84 N: 125477.45 E: 365508.29 R130.00' 6.00' 10.50' 8.50' 12.00' 12.00'3.00' 14.00' 3.00'12.00' 12.00' 8.50' 10.50' 6.00' 10.00'7.00'R15.00'R15.00' 7.00' 4 7 4 6 4 7 4 4 4 7 4 2 4 7 4 0 47 4 2 4 7 4 6 47 4 5 . 5 0 4 7 4 5 . 0 0 4 7 3 8 . 5 0 4 7 3 8 47 3 7 . 5 0 4 7 3 7 . 0 0 4 7 3 6 . 5 0 473 6 4 7 3 5 . 5 0 47 3 5 . 0 0 4746 47 4 6 4746 4744 4742 4746 4739.00 4738.504740 4740.50 4741.00 47 3 8 47 3 7 . 5 0 4 7 3 7 . 0 0 4737.00 4736 . 5 0 4736 4736.5 0 47 3 6 47 3 4 . 5 0 47 3 4 4733.50 4733 . 5 0 4734 4742 4740 4738 47 4 5 . 0 0 47 4 4 . 5 0 474 4 474 3 . 5 0 474 3 . 0 0 474 2 . 5 0 47 4 2 474 1 . 5 0 474 1 . 0 0 474 0 . 5 0 47 4 0 473 9 . 5 0 4739 . 0 0 4736 4738 . 5 0 4738 4737.5 0 4734 4737. 0 0 4736.5 0 4736 4735.50 4735.00 4734 4730 4735 4740 4745 4750 4730 4735 4740 4745 4750 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 EG - 4 7 4 6 . 7 9 EG - 4 7 4 6 . 8 0 EG - 4 7 4 6 . 7 8 EG - 4 7 4 6 . 2 9 EG - 4 7 4 5 . 5 0 EG - 4 7 4 5 . 5 9 EG - 4 7 4 4 . 8 1 EG - 4 7 4 2 . 2 9 EG - 4 7 3 8 . 8 9 EG - 4 7 4 4 . 7 2 EG - EG - EG - EG - 4 7 3 7 . 6 5 EG - 4 7 3 7 . 1 2 EG - 4 7 3 6 . 9 5 EG - 4 7 3 6 . 6 9 EG - 4 7 3 6 . 5 2 EG - 4 7 3 6 . 3 6 EG - 4 7 3 6 . 1 9 EG - 4 7 3 5 . 9 2 EG - 4 7 3 5 . 8 9 EG - 4 7 3 5 . 8 0 EG - 4 7 3 5 . 7 3 EG - 4 7 3 5 . 8 3 EG - 4 7 3 5 . 8 1 EG - 4 7 3 5 . 7 4 EG - 4 7 3 5 . 7 6 EG - 4 7 3 5 . 4 6 EG - 4 7 3 5 . 4 6 EG - 4 7 3 5 . 4 5 EG - 4 7 3 5 . 3 5 EG - 4 7 3 5 . 2 8 EG - 4 7 3 5 . 3 5 EG - 4 7 3 5 . 3 6 FG - 4 7 4 5 . 2 6 FG - 4 7 4 4 . 8 8 FG - 4 7 4 4 . 4 9 FG - 4 7 4 4 . 0 8 FG - 4 7 4 3 . 6 6 FG - 4 7 4 3 . 2 2 FG - 4 7 4 2 . 7 6 FG - 4 7 4 2 . 2 9 FG - 4 7 4 1 . 8 1 FG - 4 7 4 1 . 3 1 FG - 4 7 4 0 . 8 1 FG - 4 7 4 0 . 3 2 FG - 4 7 3 9 . 8 7 FG - 4 7 3 9 . 4 5 FG - 4 7 3 9 . 0 6 FG - 4 7 3 8 . 7 0 FG - 4 7 3 8 . 3 7 FG - 4 7 3 8 . 0 7 FG - 4 7 3 7 . 8 1 FG - 4 7 3 7 . 5 6 FG - 4 7 3 7 . 3 1 FG - 4 7 3 7 . 0 7 FG - 4 7 3 6 . 8 6 FG - 4 7 3 6 . 6 7 FG - 4 7 3 6 . 5 1 FG - 4 7 3 6 . 3 6 FG - 4 7 3 6 . 2 1 FG - 4 7 3 6 . 0 6 FG - 4 7 3 5 . 9 1 -1.50% -2.00% -1.00% ST A = 1 + 4 9 . 1 3 EL E V = 4 7 4 5 . 2 7 PVI STA = 2+60.00 PVI ELEV = 4743.609 A.D. = -0.50% K = 400.00 L = 200.00 VC BV C S = 1 + 6 0 . 0 0 BV C E = 4 7 4 5 . 1 1 EV C S = 3 + 6 0 . 0 0 EV C E = 4 7 4 1 . 6 1 PVI STA = 5+00.00 PVI ELEV = 4738.809 A.D. = 1.00% K = 200.00 LOW POINT STA = 6+00.00 LOW POINT ELEV = 4737.81 L = 200.00 VC BV C S = 4 + 0 0 . 0 0 BV C E = 4 7 4 0 . 8 1 EV C S = 6 + 0 0 . 0 0 EV C E = 4 7 3 7 . 8 1 PVI STA = 7+00.00 PVI ELEV = 4736.809 A.D. = 0.40% K = 250.00 LOW POINT STA = 7+50.00 LOW POINT ELEV = 4736.51 L = 100.00 VC BV C S = 6 + 5 0 . 0 0 BV C E = 4 7 3 7 . 3 1 EV C S = 7 + 5 0 . 0 0 EV C E = 4 7 3 6 . 5 1 PROPOSED EXTENDED ASPHALT SURFACE AT CENTERLINE EXISTING GROUND SURFACE AT CENTERLINE -0.60% VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2020COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5659\005 NWX PHASE 1 MAJOR SUB\ACAD\SHEETS\5659005_R-04_COTTONWOOD-RD_0+00-TO-8+50.DWG PLOTTED BY:THOMAS EASTWOOD ON Mar/08/2020 REVISIONS 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 NORTHWEST CROSSING SUBDIVISION - PHASE 1 INFRASTRUCTURE IMPROVEMENTS 5659.005 MONTANA COTTONWOOD ROAD ROADWAY IMPROVEMENTS STA 0+00 TO 8+50 --- R-4 TEE TEE MEE 03/2020 BOZEMAN PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N MA R C H 2 0 2 0 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 2.55 5 10 1530 30 60 COTTONWOOD ROAD WE S T O A K ST R E E T WE L L S P R I N G DR I V E RIGHT-OF-WAY BOUNDARY D = 5°21'00" R = 1137.00' L = 106.17' COTTONWOOD ROAD D = 11°03'39" R = 400.00' L = 77.22' D = 20°57'15" R = 402.00' L = 147.02' D = 16°20'39" R = 367.00' L = 104.69' LEGEND PROPOSED ASPHALT PAVEMENT SURFACE PROPOSED CONCRETE SURFACE PROPOSED CRUSHED FINES SURFACE PROPOSED 6-INCH THICKNESS CONCRETE SURFACE 4740 EXISTING MAJOR CONTOUR 4739.50 EXISTING MINOR CONTOUR 4738 PROPOSED MAJOR CONTOUR 4737.50 PROPOSED MINOR CONTOUR D = 4°56'18" R = 1000.00' L = 86.19' D = 5°04'07" R = 8610.00' L = 761.66' D = 21°38'23" R = 108.00' L = 40.79' D = 5°49'58" R = 500.00' L = 50.90' FUTURE SIDEWALK (TYP)