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Lj R-05_Cottonwood-Rd_8+50-to-13+50_2020-03-06
I S ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES 8+25 8+50 8+75 9+00 9+25 9+50 9+75 10+00 10+25 10+50 10+75 11+00 11+25 11+50 11+75 12+00 12+25 12+50 12+75 13+00 13+25 13+50 13+75 14+00 PI: 12+74.87 N: 126224.38 E: 365512.84 PC: 13+50.83 N: 126300.34 E: 365514.16 PT: 9+08.67 N: 125858.24 E: 365506.48 47 3 6 4733 . 5 0 4734 4735.00 4734 ±10:1 TAPER 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' 150.00' 11.00' 9.00'3.00' R1.50' 27.00' R15.00'R15.00' R15.00'R15.00' 4 7 3 3 . 5 0 4733.00 47 3 2 . 5 0 473 4 47 3 2 47 3 1 . 5 0 473 1 . 0 0 47 3 0 47 2 9 . 5 0 473 5 . 5 0 473 5 . 0 0 473 4 . 5 0 473 4 47 3 3 . 5 0 47 3 3 . 0 0 473 2 . 5 0 47 3 2 4731.00 47 3 0 . 5 0 4735.50 4734.50 4734 4733.5 0 4733. 0 0 4732 . 5 0 473 2 473 1 . 5 0 4731.504732 4732.504733.00 4733.50 47344734.50 4735.004735.50 4735. 0 0 473 4 . 5 0 473 4 47 3 3 . 5 0 47 3 3 . 0 0 4725 4730 4735 4740 4745 4725 4730 4735 4740 4745 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 EG - 4 7 3 5 . 3 6 EG - 4 7 3 5 . 2 8 EG - 4 7 3 5 . 2 3 EG - 4 7 3 5 . 1 4 EG - 4 7 3 4 . 9 2 EG - 4 7 3 4 . 7 5 EG - 4 7 3 4 . 6 1 EG - 4 7 3 4 . 3 4 EG - 4 7 3 3 . 9 9 EG - 4 7 3 3 . 7 3 EG - 4 7 3 3 . 4 7 EG - 4 7 3 3 . 1 9 EG - 4 7 3 2 . 8 6 EG - 4 7 3 2 . 6 6 EG - 4 7 3 2 . 3 5 EG - 4 7 3 2 . 0 6 EG - 4 7 3 1 . 8 1 EG - 4 7 3 1 . 4 1 EG - 4 7 3 1 . 2 8 EG - 4 7 3 0 . 9 7 EG - 4 7 3 0 . 6 8 FG - 4 7 3 5 . 9 1 FG - 4 7 3 5 . 7 6 FG - 4 7 3 5 . 6 1 FG - 4 7 3 5 . 4 6 FG - 4 7 3 5 . 3 1 FG - 4 7 3 5 . 1 6 FG - 4 7 3 5 . 0 1 FG - 4 7 3 4 . 8 5 FG - 4 7 3 4 . 6 7 FG - 4 7 3 4 . 4 7 FG - 4 7 3 4 . 2 6 FG - 4 7 3 4 . 0 2 FG - 4 7 3 3 . 7 7 FG - 4 7 3 3 . 5 0 FG - 4 7 3 3 . 2 1 FG - 4 7 3 2 . 9 1 FG - 4 7 3 2 . 6 1 FG - 4 7 3 2 . 3 1 -0.60% -1.20% ST A = 1 2 + 7 5 . 0 0 EL E V = 4 7 3 2 . 3 1 PVI STA = 11+00.00 PVI ELEV = 4734.409 A.D. = -0.60% K = 333.33 LOW POINT STA = ??? LOW POINT ELEV = ??? L = 200.00 VC BV C S = 1 0 + 0 0 . 0 0 BV C E = 4 7 3 5 . 0 1 EV C S = 1 2 + 0 0 . 0 0 EV C E = 4 7 3 3 . 2 1 PROPOSED EXTENDED ASPHALT SURFACE AT CENTERLINE EXISTING GROUND SURFACE AT CENTERLINE FG - 4 7 3 2 . 0 1 FG - 4 7 3 1 . 7 1 FG - 4 7 3 1 . 4 1 FUTURE EXTENDED ASPHALT SURFACE AT CENTERLINE 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-05_COTTONWOOD-RD_08+50-TO-13+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 COTTONWOOD ROAD ROADWAY IMPROVEMENTS STA 8+50 TO 13+50 --- R-5 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 HA R V E S T PA R K W A Y RIGHT-OF-WAY BOUNDARY COTTONWOOD ROAD 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 SIDEWALK (TYP) COTTONWOOD ROAD (FUTURE)