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Lh R-03_W-Oak-St_24+00-to-30+00_2020-03-06
ES ES ES ES ES ES ES ES DYH S WV WV WVEWEWEWEWEWEW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW E P 23+50 23+75 24+00 24+25 24+50 24+75 25+00 25+25 25+50 25+75 26+00 26+25 26+50 26+75 27+00 27+25 27+50 27+75 28+00 28+25 28+50 28+75 29+00 PRC: 24+93.48 N: 124963.63 E: 365333.66 PRC: 26+74.85 N: 124951.05 E: 365513.37 PRC: 28+47.74 N: 124937.44 E: 365684.66 Mid: 23+84.70 N: 124952.67 E: 365225.45 Mid: 25+84.17 N: 124966.42 E: 365424.15 Mid: 27+61.30 N: 124936.00 E: 365598.36 Mid: 28+93.12 N: 124941.68 E: 365729.83 4739.50 4740 4740 . 5 0 4741.00 4741.50 4742 4743.50 47444743.50 4743.0 04742.50 4744.50 4740 4742 4744. 5 0 4744 4740.50 4741.004741.50 4742.504743.004743.50 10.00' 11.00' 6.50' 8.00' 10.00' 11.00' 3.00' 4745.0 0 4730 4735 4740 4745 4750 4730 4735 4740 4745 4750 PROPOSED EXTENDED ASPHALT SURFACE AT CENTERLINE EXISTING GROUND SURFACE AT CENTERLINE +0.60% ST A = 2 6 + 7 2 . 0 1 EL E V = 4 7 4 6 . 7 9 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 EG - 4 7 4 4 . 5 4 EG - 4 7 4 4 . 8 1 EG - 4 7 4 4 . 8 0 EG - 4 7 4 4 . 1 5 EG - 4 7 4 5 . 1 8 EG - 4 7 4 6 . 1 7 EG - 4 7 4 5 . 9 7 EG - 4 7 4 6 . 3 0 EG - 4 7 4 5 . 6 1 EG - 4 7 4 7 . 1 5 EG - 4 7 4 7 . 3 5 EG - 4 7 4 6 . 8 0 EG - 4 7 4 6 . 9 4 EG - 4 7 4 6 . 8 5 EG - 4 7 4 6 . 1 8 EG - 4 7 4 6 . 2 7 EG - 4 7 4 5 . 5 9 EG - 4 7 4 5 . 8 1 EG - 4 7 4 5 . 6 0 EG - 4 7 4 5 . 4 1 EG - 4 7 4 5 . 2 1 EG - 4 7 4 5 . 0 9 EG - 4 7 4 5 . 0 8 EG - 4 7 4 4 . 7 2 FG - 4 7 4 5 . 1 6 FG - 4 7 4 5 . 3 1 FG - 4 7 4 5 . 4 6 FG - 4 7 4 5 . 6 1 FG - 4 7 4 5 . 7 6 FG - 4 7 4 5 . 9 1 FG - 4 7 4 6 . 0 6 FG - 4 7 4 6 . 2 1 FG - 4 7 4 6 . 3 6 FG - 4 7 4 6 . 5 1 FG - 4 7 4 6 . 6 6 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-03_W-OAK-ST_24+00-TO-30+00.DWG PLOTTED BY:THOMAS EASTWOOD ON Mar/05/2020 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 WEST OAK STREET ROADWAY IMPROVEMENTS STA 24+00 TO 25+37 --- R-3 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 WEST OAK STREET WEST OAK STREET C O T T O N W O O D R O A D 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 RIGHT-OF-WAY BOUNDARY D = 9°04'18" R = 1137.00' L = 180.02' WEST OAK STRE E T D = 4°15'31" R = 104.00' L = 17.73' D = 11°39'02" R = 500.00' L = 101.67' D = 11°34'49" R = 530.00' L = 107.12' 83.19'