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HomeMy WebLinkAboutLn R-09_Rosa-Way_08+50-to-12+00_2020-03-068+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 4731.00 4730.50 4730 15.50' 15.50' 14.50' 10.00' 8.50' 5.00' 81.00' R34.20' R34.45' R38.03'R37.77' R19.00' R12.00' R95.00' R55.00' 25.00'25.00' 10.00' 5.00' 5.00' 5.00'5.00' 4730 4 7 2 9 . 5 0 4 7 2 9 . 0 0 47 2 8 . 5 0 47 2 8 4727. 5 0 4727.00 47 2 6 . 5 0 47 2 6 472 5 . 5 0 47 2 4 . 5 0 472 4 473 0 472 9 . 5 0 472 9 . 0 0 472 8 . 5 0 47 2 8 47 2 7 . 5 0 47 2 7 . 0 0 47 2 5 . 5 0 47 2 6 . 5 0 4730 4729.50 4729.0 0 4726 4728 47 2 6 47 2 8 47 2 6 47 2 8 PROPOSED FINISHED GROUND SURFACE AT CENTERLINE EXISTING GROUND SURFACE AT CENTERLINE 4715 4720 4725 4730 4735 4715 4720 4725 4730 4735 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 EG - 4 7 2 9 . 8 9 EG - 4 7 2 9 . 4 1 EG - 4 7 2 9 . 1 1 EG - 4 7 2 8 . 9 0 EG - 4 7 2 8 . 7 7 EG - 4 7 2 8 . 4 9 EG - 4 7 2 8 . 0 4 EG - 4 7 2 7 . 8 0 EG - 4 7 2 7 . 7 4 EG - 4 7 2 7 . 4 3 EG - 4 7 2 6 . 7 5 EG - 4 7 2 6 . 3 8 EG - 4 7 2 6 . 2 2 EG - 4 7 2 5 . 9 2 EG - 4 7 2 5 . 7 5 FG - 4 7 3 0 . 8 7 FG - 4 7 3 0 . 6 2 FG - 4 7 3 0 . 3 7 FG - 4 7 3 0 . 1 2 FG - 4 7 2 9 . 8 7 FG - 4 7 2 9 . 6 2 FG - 4 7 2 9 . 3 7 FG - 4 7 2 9 . 1 2 FG - 4 7 2 8 . 8 7 FG - 4 7 2 8 . 6 2 FG - 4 7 2 8 . 3 7 FG - 4 7 2 8 . 1 2 FG - 4 7 2 7 . 8 7 FG - 4 7 2 7 . 5 2 -1.00% -1.40% ST A = 1 1 + 5 0 . 0 0 EL E V = 4 7 2 7 . 8 7 ST A = 1 1 + 8 9 . 7 6 EL E V = 4 7 2 7 . 3 1 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-09_ROSA-WAY_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 ROSA WAY ROADWAY IMPROVEMENTS STA 8+50 TO 12+00 --- R-9 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 HA R V E S T PA R K W A Y 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 TRAIL (TYP) FUTURE SIDEWALK (TYP) RIGHT-OF-WAY BOUNDARY PARK LOT 15 LOT 16