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Lf R-01_W-Oak-St_7+00-to-15+50_2020-03-06
DYH DYH SSSSS T WV WV WV WVWVWVWVWV WV WV WV WV WV WV WV WV WV WV EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES EW E S E S E W E W E W E S 6+75 7+00 7+25 7+50 7+75 8+00 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 14+25 14+50 14+75 15+00 15+25 15+50 15+75 16+00 47384737.50 4737.00 47 3 6 . 5 0 4738 47 3 7 . 5 0 47 3 7 . 0 0 4738.5 0 4737 . 0 0 473 9 . 0 0 4739.50 4 7 3 8 . 5 0 47 3 7 . 5 0 11.00' 6.50' 8.00' 10.00' 11.00' 3.00' R25.00' R10.00' R25.00' R25.00' R10.00' R25.00' ±26'12.00' RIGHT-OF-WAY BOUNDARY FUTURE SHARED-USE PATHWAY ±25:1 TAPER 11.00'±12:1 TAPER 47 3 6 473 8 473 8 4740 4740 4738.50 4739.00 4739.50 4740.50 4741.00 4741.50 4742 4741.50 4741.00 4742 4742.50 4740.50 47404738 4738.50 4739.00 4739.50 4738.50 4736 47404739.00 4739.50 4740.50 4740.50 4738.50 4739.00 4739.50 4740 4740.50 4741. 0 0 4741.50 47 4 2 4741.50 4741.00 4740.50 4725 4730 4735 4740 4745 4725 4730 4735 4740 4745 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 EG - 4 7 3 7 . 8 1 EG - 4 7 3 8 . 0 1 EG - 4 7 3 8 . 0 9 EG - 4 7 3 8 . 2 8 EG - 4 7 3 8 . 5 1 EG - 4 7 3 8 . 6 9 EG - 4 7 3 8 . 6 7 EG - 4 7 3 8 . 7 2 EG - 4 7 3 8 . 7 7 EG - 4 7 3 8 . 8 4 EG - 4 7 3 8 . 9 0 EG - 4 7 3 8 . 9 0 EG - 4 7 3 9 . 0 9 EG - 4 7 3 9 . 2 8 EG - 4 7 3 9 . 4 5 EG - 4 7 3 9 . 0 3 EG - 4 7 3 9 . 0 1 EG - 4 7 3 9 . 0 9 EG - 4 7 3 8 . 7 4 EG - 4 7 3 8 . 4 3 EG - 4 7 3 8 . 2 2 EG - 4 7 3 8 . 1 6 EG - 4 7 3 8 . 9 0 EG - 4 7 3 6 . 8 8 EG - 4 7 3 6 . 7 9 EG - 4 7 3 9 . 1 4 EG - 4 7 3 9 . 4 9 EG - 4 7 4 1 . 5 5 EG - 4 7 4 1 . 6 2 EG - 4 7 4 1 . 4 8 EG - 4 7 4 1 . 4 5 EG - 4 7 4 1 . 4 8 EG - 4 7 4 1 . 5 3 EG - 4 7 4 1 . 4 8 EG - 4 7 4 1 . 3 7 FG - 4 7 3 8 . 9 9 FG - 4 7 3 9 . 1 7 FG - 4 7 3 9 . 3 4 FG - 4 7 3 9 . 5 2 FG - 4 7 3 9 . 6 9 FG - 4 7 3 9 . 8 7 FG - 4 7 4 0 . 0 4 FG - 4 7 4 0 . 2 2 FG - 4 7 4 0 . 3 9 FG - 4 7 4 0 . 5 7 FG - 4 7 4 0 . 7 4 FG - 4 7 4 0 . 9 2 FG - 4 7 4 1 . 0 9 FG - 4 7 4 1 . 2 7 FG - 4 7 4 1 . 4 4 FG - 4 7 4 1 . 6 2 FG - 4 7 4 1 . 7 9 FG - 4 7 4 1 . 9 7 FG - 4 7 4 2 . 1 3 FG - 4 7 4 2 . 2 6 FG - 4 7 4 2 . 3 4 FG - 4 7 4 2 . 3 9 FG - 4 7 4 2 . 3 9 FG - 4 7 4 2 . 3 6 FG - 4 7 4 2 . 2 9 FG - 4 7 4 2 . 1 8 FG - 4 7 4 2 . 0 4 FG - 4 7 4 1 . 9 1 FG - 4 7 4 1 . 7 7 FG - 4 7 4 1 . 6 3 FG - 4 7 4 1 . 4 9 +0.70% -0.55% ST A = 7 + 9 5 . 0 0 EL E V = 4 7 3 8 . 9 6 PVI STA = 13+30.00 PVI ELEV = 4742.704 A.D. = -1.25% K = 160.00 HIGH POINT STA = 13+42.00 HIGH POINT ELEV = 4742.40 L = 200.00 VC BV C S = 1 2 + 3 0 . 0 0 BV C E = 4 7 4 2 . 0 0 EV C S = 1 4 + 3 0 . 0 0 EV C E = 4 7 4 2 . 1 5 FG - 4 7 3 8 . 7 6 FG - 4 7 3 8 . 7 2 FG - 4 7 3 8 . 7 5 FG - 4 7 3 8 . 8 4 PROPOSED EXTENDED ASPHALT SURFACE AT CENTERLINE EXISTING GROUND SURFACE AT CENTERLINE 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_W-OAK-ST_ROAD-P+P.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 7+00 TO 15+50 --- R-1 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 (FUTURE) WEST OAK STREET AB I G A I L L N RO S A W A Y RO S A W A Y FU T U R E RO A D W A Y 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