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Lo R-10_Wellspring-Dr_0+00-to-8+00_2020-03-06
MWTP ES ES ES ES ES ES -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 PC: 1+43.58 N: 125624.08 E: 364963.59 Mid: 2+00.51 N: 125629.80 E: 365020.18 PT: 2+57.44 N: 125643.90 E: 365075.29 PC: 4+12.54 N: 125693.49 E: 365222.24 Mid: 4+77.69 N: 125708.94 E: 365285.46 PT: 5+42.85 N: 125713.38 E: 365350.38 21.50' 21.50' 12.00' 12.00'R358.50' R40.00' R20.00' 14.00' 14.00' 7.50' 12.00' R366.00' R20.00' R60.00' R401.50' R60.00' R20.00'R394.00' R20.00' R40.00' 21.50' 21.50' 12.00' 12.00' R40.00' R20.00' 4.74' 31.00' 9.13' R20.00' R60.00' R20.00' R20.00' R40.00' 4.72' 3.45' 31.00' R358.50' R60.00' R401.50' 28.00' 70.00' ROW 21.50' 21.50' 12.00' 12.00' R15.00' R15.00' 6.00' R60.00' R20.00' R40.00' R20.00' 4730 . 5 0 4731 . 0 0 4731. 5 0 4731.00 4731 . 5 0 473 0 4733.00 4732. 5 0 4733. 5 0 47 3 7 . 0 0 473 6 . 5 0 4733 . 5 0 47 3 4 4 7 3 2 473 3 . 0 0 4732 4732 47 3 3 . 0 0 47 3 2 . 5 0 473 3 . 5 0 47 3 4 4734 4734. 5 0 4735.00 4734 4734 4732 4735.50 4736 4735. 5 0 4735.50 4736 4734 47344736 4734.50 4735.00 4734.5 0 4734 4734 4734.50 4732 473 4 . 5 0 47 3 5 . 0 0 473 5 . 5 0 47 3 6 47 3 6 47 3 5 . 5 0 47 3 6 . 5 0 47 3 6 . 5 0 47 3 7 . 0 0 47 3 7 . 0 0 47 3 4 47 3 6 PROPOSED FINISHED GROUND SURFACE AT CENTERLINE EXISTING GROUND SURFACE AT CENTERLINE 4720 4725 4730 4735 4740 4720 4725 4730 4735 4740 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 EG - 4 7 3 1 . 7 7 EG - 4 7 3 1 . 7 9 EG - 4 7 3 1 . 6 6 EG - 4 7 3 1 . 7 1 EG - 4 7 3 1 . 9 1 EG - 4 7 3 2 . 1 4 EG - 4 7 3 1 . 8 6 EG - 4 7 3 1 . 6 2 EG - 4 7 3 1 . 8 5 EG - 4 7 3 2 . 0 4 EG - 4 7 3 1 . 9 5 EG - 4 7 3 1 . 8 9 EG - 4 7 3 1 . 9 6 EG - 4 7 3 1 . 9 6 EG - 4 7 3 1 . 9 9 EG - 4 7 3 2 . 0 6 EG - 4 7 3 2 . 1 5 EG - 4 7 3 1 . 7 2 EG - 4 7 3 1 . 5 2 EG - 4 7 3 1 . 6 6 EG - 4 7 3 2 . 0 2 EG - 4 7 3 2 . 5 4 EG - 4 7 3 2 . 6 1 EG - 4 7 3 2 . 8 2 EG - 4 7 3 3 . 1 0 EG - 4 7 3 3 . 4 3 EG - 4 7 3 3 . 8 2 EG - 4 7 3 4 . 3 2 EG - 4 7 3 5 . 5 2 FG - 4 7 3 3 . 8 2 FG - 4 7 3 3 . 5 9 FG - 4 7 3 3 . 9 7 FG - 4 7 3 4 . 3 4 FG - 4 7 3 4 . 6 9 FG - 4 7 3 4 . 9 8 FG - 4 7 3 5 . 2 1 FG - 4 7 3 5 . 3 9 FG - 4 7 3 5 . 5 4 FG - 4 7 3 5 . 6 9 FG - 4 7 3 5 . 8 4 FG - 4 7 3 5 . 9 8 FG - 4 7 3 6 . 0 9 FG - 4 7 3 6 . 1 1 FG - 4 7 3 6 . 0 4 FG - 4 7 3 5 . 8 8 FG - 4 7 3 5 . 6 8 FG - 4 7 3 5 . 4 8 FG - 4 7 3 5 . 2 8 FG - 4 7 3 5 . 0 8 FG - 4 7 3 4 . 8 8 FG - 4 7 3 4 . 6 8 FG - 4 7 3 4 . 4 8 FG - 4 7 3 4 . 3 7 FG - 4 7 3 4 . 4 3 FG - 4 7 3 4 . 6 7 FG - 4 7 3 5 . 0 8 FG - 4 7 3 5 . 7 6 -2.76%+1.50% +0.59% -0.80%+2.00% +3.01% ST A = - 0 + 0 0 . 0 0 EL E V = 4 7 3 3 . 8 2 ST A = 6 + 5 7 . 1 7 EL E V = 4 7 3 5 . 2 2 ST A = 6 + 8 8 . 6 7 EL E V = 4 7 3 6 . 1 7 PVI STA = 1+25.00 PVI ELEV = 4735.095 A.D. = -0.91% K = 110.17 HIGH POINT STA = 1+75.00 HIGH POINT ELEV = 4735.39 L = 100.00 VC BV C S = 0 + 7 5 . 0 0 BV C E = 4 7 3 4 . 3 4 EV C S = 1 + 7 5 . 0 0 EV C E = 4 7 3 5 . 3 9 PVI STA = 3+25.00 PVI ELEV = 4736.280 A.D. = -1.39% K = 71.82 HIGH POINT STA = 3+17.54 HIGH POINT ELEV = 4736.11 L = 100.00 VC BV C S = 2 + 7 5 . 0 0 BV C E = 4 7 3 5 . 9 8 EV C S = 3 + 7 5 . 0 0 EV C E = 4 7 3 5 . 8 8 PVI STA = 6+00.00 PVI ELEV = 4734.080 A.D. = 2.80% K = 35.71 LOW POINT STA = 5+78.57 LOW POINT ELEV = 4734.37 L = 100.00 VC BV C S = 5 + 5 0 . 0 0 BV C E = 4 7 3 4 . 4 8 EV C S = 6 + 5 0 . 0 0 EV C E = 4 7 3 5 . 0 8 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-10_WELLSPRING-DR_0+00-TO-8+50.DWG PLOTTED BY:THOMAS EASTWOOD ON Mar/07/2020 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 WELLSPRING DRIVE ROADWAY IMPROVEMENTS STA 0+00 TO 8+00 --- R-10 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 WELLSPRING DRIVE T W I N L A K E S A V E N U E RIGHT-OF-WAY BOUNDARY WELLSPRING DRIVE 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 FUTURE S I D E W A L K ( T Y P ) FUTURE SIDEWALK (TYP) RIGHT-OF-WAY BOUNDARY LOT 4 LOT 5 LOT 7 D = 17°10'09" R = 380.00' L = 113.87' D = 19°38'53" R = 380.00' L = 130.31' LOT 6 LOT 8 LOT 9