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Lp R-11_Harvest-Pkwy_12+00-to-20+50_2020-03-06
MW TP 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 16+25 16+50 16+75 17+00 17+25 17+50 17+75 18+00 18+25 18+50 18+75 19+00 19+25 19+50 19+75 20+00 20+25 20+50 20+75 21+00 PC: 19+48.61 N: 126179.75 E: 364763.20 PT: 19+76.81 N: 126182.65 E: 364791.20 Mid: 19+62.71 N: 126181.86 E: 364777.13 39.00' 81.00' R37.77' R34.45' R38.03'R34.20' 31.00' 21.50' 21.50' 12.00' 8.00' 70.00' ROW 25.00'10.00' 25.00'10.00' 5.00' 5.00' R60.00'R20.00' R40.00'R20.00' R60.00' R40.00' 31.00' R20.00'R60.00' R20.00' R40.00' 21.50' 12.00' 21.50' 8.00' 5.00' 47 2 4 . 5 0 4 7 2 4 47 2 4 472 4 . 5 0 47 2 4 47 2 5 . 5 0 47 2 5 . 0 0 472 5 . 0 0 4725.50 4726 472 6 . 5 0 472 7 . 0 0 472 7 . 5 0 4727. 0 0 4725.50 4725.00 4724.5 0 4725.0 0 4727.00 4726 . 5 0 4 7 2 6 . 5 0 47 2 6 4 7 2 4 . 5 0 4 7 2 4 472 3 . 5 0 4723.00 47 2 3 . 5 0 4724 4724.5 0 4726. 5 0 4726 4725. 5 0 47 2 8 47 2 6 47 2 8 4728 R19.00' R12.00' 4726 47284727 . 5 0 472 8 472 8 . 5 0 4728.50 4729.00 4729.50 4726 4730 4730 4730 4727.00 4729.50 4729. 0 0 4724 4726 4726 4 7 2 8 . 5 0 47 2 8 47 2 8 47 2 6 4 7 2 8 472 7 . 5 0 4727. 0 0 4726.50 4726 R171.50' R128.50' PROPOSED FINISHED GROUND SURFACE AT CENTERLINE EXISTING GROUND SURFACE AT CENTERLINE 4715 4720 4725 4730 4735 4715 4720 4725 4730 4735 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 EG - 4 7 2 4 . 7 0 EG - 4 7 2 4 . 8 8 EG - 4 7 2 5 . 1 8 EG - 4 7 2 5 . 6 4 EG - 4 7 2 5 . 8 3 EG - 4 7 2 6 . 3 2 EG - 4 7 2 6 . 7 5 EG - 4 7 2 6 . 1 6 EG - 4 7 2 6 . 1 0 EG - 4 7 2 6 . 1 4 EG - 4 7 2 6 . 1 6 EG - 4 7 2 6 . 0 7 EG - 4 7 2 5 . 7 6 EG - 4 7 2 5 . 7 1 EG - 4 7 2 5 . 8 1 EG - 4 7 2 5 . 9 5 EG - 4 7 2 6 . 0 0 EG - 4 7 2 5 . 8 7 EG - 4 7 2 5 . 8 2 EG - 4 7 2 5 . 7 5 EG - 4 7 2 5 . 8 7 EG - 4 7 2 5 . 8 4 EG - 4 7 2 5 . 5 9 EG - 4 7 2 5 . 2 4 EG - 4 7 2 4 . 6 8 EG - 4 7 2 4 . 1 0 EG - 4 7 2 4 . 4 1 EG - 4 7 2 4 . 9 6 EG - 4 7 2 5 . 2 9 EG - 4 7 2 5 . 2 2 EG - 4 7 2 4 . 9 7 EG - 4 7 2 4 . 8 7 EG - 4 7 2 5 . 0 5 EG - 4 7 2 5 . 2 5 EG - 4 7 2 5 . 0 8 FG - 4 7 2 7 . 5 9 FG - 4 7 2 7 . 8 4 FG - 4 7 2 8 . 0 9 FG - 4 7 2 8 . 3 4 FG - 4 7 2 8 . 5 9 FG - 4 7 2 8 . 8 4 FG - 4 7 2 9 . 0 9 FG - 4 7 2 9 . 3 4 FG - 4 7 2 9 . 5 9 FG - 4 7 2 9 . 8 4 FG - 4 7 3 0 . 0 3 FG - 4 7 3 0 . 1 6 FG - 4 7 3 0 . 2 3 FG - 4 7 3 0 . 2 3 FG - 4 7 3 0 . 1 7 FG - 4 7 3 0 . 0 4 FG - 4 7 2 9 . 8 5 FG - 4 7 2 9 . 6 1 FG - 4 7 2 9 . 3 5 FG - 4 7 2 9 . 0 9 FG - 4 7 2 8 . 8 3 FG - 4 7 2 8 . 5 7 FG - 4 7 2 8 . 3 1 FG - 4 7 2 8 . 0 5 FG - 4 7 2 7 . 8 0 FG - 4 7 2 7 . 5 4 FG - 4 7 2 7 . 2 8 FG - 4 7 2 7 . 0 2 FG - 4 7 2 6 . 8 9 FG - 4 7 2 6 . 7 7 FG - 4 7 2 6 . 6 4 FG - 4 7 2 6 . 5 1 +1.00%-1.03% -0.51% ST A = 1 2 + 6 6 . 8 2 EL E V = 4 7 2 7 . 5 1 ST A = 1 9 + 5 0 . 0 0 EL E V = 4 7 2 7 . 0 2 PVI STA = 15+90.00 PVI ELEV = 4730.744 A.D. = -2.03% K = 98.30 HIGH POINT STA = 15+88.30 HIGH POINT ELEV = 4730.24 L = 200.00 VC BV C S = 1 4 + 9 0 . 0 0 BV C E = 4 7 2 9 . 7 4 EV C S = 1 6 + 9 0 . 0 0 EV C E = 4 7 2 9 . 7 1 FG - 4 7 2 6 . 8 5 FG - 4 7 2 7 . 0 9 FG - 4 7 2 7 . 3 4 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-11_HARVEST-PKWY_12+00-TO-20+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 HARVEST PARKWAY ROADWAY IMPROVEMENTS STA 12+00 TO 20+50 --- R-11 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 HARVEST PARKWAY RO S A W A Y HARVEST PARKWAY 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) FUTURE SIDEWALK (TYP) RIGHT-OF-WAY BOUNDARY LOT 16 D = 10°46'18" R = 150.00' L = 28.20' LOT 1 TW I N L A K E S AV E N U E