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Lq R-12_Harvest-Pkwy_20+50-to-28+00_2020-03-06
I TP ES ES ES ES ES ES 20+25 20+50 20+75 21+00 21+25 21+50 21+75 22+00 22+25 22+50 22+75 23+00 23+25 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+00 472 3 . 5 0 4726 4725.50 4726 21.50' 21.50' 12.00' 8.00' 5.00' R60.00' R40.00' R20.00' R20.00'R20.00'R40.00' R20.00' R60.00' R15.00' R15.00' 4724.50 4724 4 7 2 4 . 5 0 4725.00 4725.50 472 6 472 6 . 5 0 47 2 7 . 0 0 472 7 . 5 0 4728 4728. 5 0 472 9 . 0 0 472 9 . 5 0 4730 4730 4730.50 4731 . 0 0 47 3 2 . 5 0 47 3 2 472 5 . 5 0 4725.00 47 2 6 4 7 2 6 . 5 0 47 2 7 . 0 0 47 2 7 . 5 0 47 2 8 472 8 . 5 0 472 9 . 0 0 47 2 9 . 5 0 473 0 4730 . 5 0 4731 . 0 0 4731 . 5 0 4726.50 4726.50 4 7 2 7 . 0 0 4728 47 2 7 . 5 0 4728.5 0 4729.0 0 47 2 9 . 5 0 4 7 3 0 47 3 0 . 5 0 47 3 1 . 0 0 473 1 . 5 0 47 3 2 473 2 . 5 0 4726 4724 PROPOSED FINISHED GROUND SURFACE AT CENTERLINE EXISTING GROUND SURFACE AT CENTERLINE 4715 4720 4725 4730 4735 4715 4720 4725 4730 4735 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 EG - 4 7 2 5 . 0 8 EG - 4 7 2 4 . 8 8 EG - 4 7 2 4 . 8 0 EG - 4 7 2 4 . 8 2 EG - 4 7 2 4 . 7 7 EG - 4 7 2 4 . 6 2 EG - 4 7 2 4 . 6 7 EG - 4 7 2 4 . 8 1 EG - 4 7 2 5 . 6 8 EG - 4 7 2 6 . 5 6 EG - 4 7 2 6 . 7 8 EG - 4 7 2 6 . 9 9 EG - 4 7 2 7 . 3 1 EG - 4 7 2 7 . 7 3 EG - 4 7 2 8 . 2 1 EG - 4 7 2 8 . 5 2 EG - 4 7 2 8 . 8 0 EG - 4 7 2 9 . 0 4 EG - 4 7 2 9 . 1 4 EG - 4 7 2 9 . 3 3 EG - 4 7 2 9 . 9 5 EG - 4 7 3 0 . 4 8 EG - 4 7 3 0 . 8 1 EG - 4 7 3 0 . 9 2 EG - 4 7 3 1 . 1 1 EG - 4 7 3 1 . 4 4 EG - 4 7 3 1 . 9 3 EG - 4 7 3 1 . 5 5 EG - 4 7 3 1 . 5 5 EG - 4 7 3 1 . 5 0 FG - 4 7 2 6 . 5 1 FG - 4 7 2 6 . 3 9 FG - 4 7 2 6 . 2 8 FG - 4 7 2 6 . 2 3 FG - 4 7 2 6 . 2 2 FG - 4 7 2 6 . 2 6 FG - 4 7 2 6 . 3 4 FG - 4 7 2 6 . 4 8 FG - 4 7 2 6 . 6 5 FG - 4 7 2 6 . 8 8 FG - 4 7 2 7 . 1 3 FG - 4 7 2 7 . 3 8 FG - 4 7 2 7 . 6 3 FG - 4 7 2 7 . 8 8 FG - 4 7 2 8 . 1 3 FG - 4 7 2 8 . 3 8 FG - 4 7 2 8 . 6 3 FG - 4 7 2 8 . 8 8 FG - 4 7 2 9 . 1 3 FG - 4 7 2 9 . 3 8 FG - 4 7 2 9 . 6 6 FG - 4 7 3 0 . 0 1 FG - 4 7 3 0 . 4 1 FG - 4 7 3 0 . 8 8 FG - 4 7 3 1 . 3 8 +1.00% +2.00% ST A = 2 6 + 5 7 . 3 6 EL E V = 4 7 3 1 . 5 3 PVI STA = 21+75.00 PVI ELEV = 4725.881 A.D. = 1.51% K = 132.81 LOW POINT STA = 21+42.19 LOW POINT ELEV = 4726.22 L = 200.00 VC BV C S = 2 0 + 7 5 . 0 0 BV C E = 4 7 2 6 . 3 9 EV C S = 2 2 + 7 5 . 0 0 EV C E = 4 7 2 6 . 8 8 PVI STA = 25+75.00 PVI ELEV = 4729.881 A.D. = 1.00% K = 100.00 LOW POINT STA = 25+25.00 LOW POINT ELEV = 4729.38 L = 100.00 VC BV C S = 2 5 + 2 5 . 0 0 BV C E = 4 7 2 9 . 3 8 EV C S = 2 6 + 2 5 . 0 0 EV C E = 4 7 3 0 . 8 8 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-12_HARVEST-PKWY_20+50-TO-28+00.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 20+50 TO 28+00 --- R-12 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 CO T T O N W O O D R O A D 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 3 LOT 1 LOT 2