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Lm R-08_Rosa-Way_0+00-to-8+50_2020-03-06
S S W V W V W V W V W V W V W V W V E W E W E W E W E W E S E S E S E S E S E S -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+00 PC : 5 + 1 7 . 5 6 N: 1 2 5 4 5 8 . 4 2 E: 3 6 4 2 5 5 . 2 7 Mid : 6 + 1 2 . 4 7 N: 1 2 5 5 5 3 . 1 5 E: 3 6 4 2 4 9 . 9 2 PT : 7 + 0 7 . 3 8 N: 1 2 5 6 4 6 . 9 4 E: 3 6 4 2 3 5 . 6 3 15.50' 15.50' 8.50' 5.00' 14.50' 10.00' 60.00' ROW R15.00' R15.00' 4 7 3 7 . 5 0 4737. 0 0 4 7 3 6 . 5 0 4 7 3 6 4735.50 473 5 . 0 0 4735. 0 0 4734.5 0 47 3 4 47 3 3 . 5 0 473 3 . 0 0 47 3 2 . 5 0 47 3 2 47 3 1 . 5 0 47 3 1 . 0 0 4 7 3 0 . 5 0 473 9 . 0 0 4 7 3 8 . 5 0 4 7 3 8 4 7 3 7 . 5 0 473 7 . 0 0 4736. 5 0 4736 4 7 3 5 . 5 0 473 5 . 0 0 47 3 4 . 5 0 47 3 4 47 3 3 . 5 0 47 3 3 . 0 0 4 7 3 2 . 5 0 4 7 3 2 4 7 3 1 . 5 0 47 3 1 . 0 0 4 7 3 0 . 5 0 47 3 0 47 2 9 . 5 0 4 7 2 9 . 0 0 4740 4739 . 5 0 4739.00 4738.50 4738 4737.5 0 4737.0 0 4736.5 0 4736 4735.5 0 4735.0 0 4734.50 4734 4733. 5 0 4733.0 0 4732. 5 0 4732 4731.5 0 4731.0 0 4730. 5 04740 4738 4736 47 4 0 4738 4736 4734 4732 4730 PROPOSED FINISHED GROUND SURFACE AT CENTERLINE EXISTING GROUND SURFACE AT CENTERLINE 4725 4730 4735 4740 4745 4725 4730 4735 4740 4745 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 1 . 5 3 EG - 4 7 3 9 . 6 8 EG - 4 7 3 8 . 0 4 EG - 4 7 3 8 . 0 2 EG - 4 7 3 7 . 9 2 EG - 4 7 3 7 . 7 4 EG - 4 7 3 7 . 4 0 EG - 4 7 3 7 . 1 4 EG - 4 7 3 7 . 0 1 EG - 4 7 3 6 . 8 5 EG - 4 7 3 6 . 6 0 EG - 4 7 3 6 . 3 0 EG - 4 7 3 6 . 1 2 EG - 4 7 3 5 . 6 9 EG - 4 7 3 5 . 3 7 EG - 4 7 3 5 . 0 0 EG - 4 7 3 4 . 5 7 EG - 4 7 3 4 . 3 5 EG - 4 7 3 4 . 1 8 EG - 4 7 3 4 . 0 3 EG - 4 7 3 3 . 6 2 EG - 4 7 3 3 . 2 5 EG - 4 7 3 3 . 0 4 EG - 4 7 3 2 . 7 5 EG - 4 7 3 2 . 3 8 EG - 4 7 3 2 . 1 0 EG - 4 7 3 1 . 7 9 EG - 4 7 3 1 . 5 8 EG - 4 7 3 1 . 4 0 EG - 4 7 3 1 . 2 0 EG - 4 7 3 0 . 8 9 EG - 4 7 3 0 . 6 6 EG - 4 7 3 0 . 4 7 EG - 4 7 3 0 . 2 4 EG - 4 7 2 9 . 8 9 FG - 4 7 4 2 . 2 1 FG - 4 7 4 1 . 4 6 FG - 4 7 4 0 . 8 0 FG - 4 7 4 0 . 3 3 FG - 4 7 3 9 . 9 2 FG - 4 7 3 9 . 5 8 FG - 4 7 3 9 . 3 0 FG - 4 7 3 9 . 0 5 FG - 4 7 3 8 . 8 0 FG - 4 7 3 8 . 5 5 FG - 4 7 3 8 . 3 0 FG - 4 7 3 7 . 9 7 FG - 4 7 3 7 . 6 5 FG - 4 7 3 7 . 3 2 FG - 4 7 3 7 . 0 0 FG - 4 7 3 6 . 6 7 FG - 4 7 3 6 . 3 5 FG - 4 7 3 6 . 0 2 FG - 4 7 3 5 . 7 0 FG - 4 7 3 5 . 3 7 FG - 4 7 3 5 . 0 5 FG - 4 7 3 4 . 7 2 FG - 4 7 3 4 . 4 0 FG - 4 7 3 4 . 0 7 FG - 4 7 3 3 . 7 5 FG - 4 7 3 3 . 4 2 FG - 4 7 3 3 . 1 0 FG - 4 7 3 2 . 7 7 FG - 4 7 3 2 . 4 5 FG - 4 7 3 2 . 1 2 FG - 4 7 3 1 . 8 7 FG - 4 7 3 1 . 6 2 FG - 4 7 3 1 . 3 7 FG - 4 7 3 1 . 1 2 FG - 4 7 3 0 . 8 7 -3.00% -2.00% -1.00% -1.30% ST A = 0 + 0 0 . 0 0 EL E V = 4 7 4 2 . 2 1 ST A = 2 + 5 0 . 0 0 EL E V = 4 7 3 8 . 3 0 ST A = 7 + 2 5 . 0 0 EL E V = 4 7 3 2 . 1 2 PVI STA = 1+00.00 PVI ELEV = 4739.795 A.D. = 1.00% K = 100.00 LOW POINT STA = 1+50.00 LOW POINT ELEV = 4739.30 L = 100.00 VC BV C S = 0 + 5 0 . 0 0 BV C E = 4 7 4 0 . 8 0 EV C S = 1 + 5 0 . 0 0 EV C E = 4 7 3 9 . 3 0 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-08_ROSA-WAY_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 ROSA WAY ROADWAY IMPROVEMENTS STA 0+00 TO 8+50 --- R-8 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 ROSA WAY WE S T O A K ST R E E T RIGHT-OF-WAY BOUNDARY ROSA WAY 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 = 10°52'33" R = 1000.00' L = 189.82' TRAIL (TYP) FUTURE SIDEWALK (TYP) RIGHT-OF-WAY BOUNDARY LOT 14 PARK LOT 15 LOT 16