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Lk R-06_Twin-Lakes-Ave_0+00-to-8+50_2020-03-06
S S T P W V W V W V W V W V W V W V W V E W E S E S E S E W E W E W EW LO T 4 1. 5 6 a c 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+78.07 N: 125523.92 E: 364828.50 PT: 7+36.64 N: 125680.32 E: 364805.94 Mid: 6+57.36 N: 125602.94 E: 364822.87 19.50' 19.50' 7.50' 5.00' 7.50' 5.00' 66.00' ROW R15.00' R15.00' R569.50' R530.50' R60.00' R40.00' R20.00' R20.00' R20.00' R20.00' R40.00' R536.00'R20.00' R60.00' 473 7 . 0 0 473 6 . 5 0 473 6 47 3 5 . 5 0 4735.00 4734. 5 0 4734 47 3 3 . 5 0 47 3 3 . 0 0 47 3 2 . 5 0 4732 47 3 1 . 5 0 47 3 1 . 0 0 47 3 0 . 5 0 473 0 47 3 8 . 5 0 47 3 8 47 3 7 . 5 0 47 3 7 . 0 0 4 7 3 6 . 5 0 4 7 3 6 47 3 5 . 5 0 47 3 5 . 0 0 47 3 4 . 5 0 47 3 4 4 7 3 3 . 5 0 47 3 3 . 0 0 47 3 2 . 5 0 47 3 1 . 0 0 473 0 . 5 0 4 7 3 0 47 2 9 . 5 0 47 3 2 473 1 . 5 0 4740 474 0 . 5 0 4740 4739.50 4740 4738 4739.00 4738.50 4738 4736 4738 4736 4734 4734 4737.5 0 4737.0 0 47364736.5 0 4735.5 0 4735.0 0 4734. 5 0 4734 4732 4733.00 4733.50 4732 . 5 0 4732 4731 . 5 0 4731. 0 0 4730. 5 0 4730 4730 47 3 2 4734 473 4 4 7 3 4 . 5 0 47 3 4 14.00' 13.00' 5.00' 12.00' 6.00' 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 2 . 2 3 EG - 4 7 4 0 . 7 7 EG - 4 7 3 9 . 3 0 EG - 4 7 3 8 . 6 7 EG - 4 7 3 8 . 3 8 EG - 4 7 3 8 . 1 0 EG - 4 7 3 7 . 7 7 EG - 4 7 3 7 . 4 4 EG - 4 7 3 7 . 0 8 EG - 4 7 3 6 . 8 5 EG - 4 7 3 6 . 4 5 EG - 4 7 3 6 . 0 9 EG - 4 7 3 5 . 6 8 EG - 4 7 3 5 . 4 4 EG - 4 7 3 5 . 2 4 EG - 4 7 3 4 . 9 6 EG - 4 7 3 4 . 7 2 EG - 4 7 3 4 . 3 4 EG - 4 7 3 3 . 9 5 EG - 4 7 3 3 . 6 1 EG - 4 7 3 3 . 6 0 EG - 4 7 3 3 . 3 7 EG - 4 7 3 3 . 0 8 EG - 4 7 3 2 . 7 4 EG - 4 7 3 2 . 4 8 EG - 4 7 3 2 . 3 2 EG - 4 7 3 2 . 0 3 EG - 4 7 3 1 . 7 7 EG - 4 7 3 1 . 3 7 EG - 4 7 3 1 . 1 5 EG - 4 7 3 0 . 8 9 EG - 4 7 3 0 . 5 2 EG - 4 7 3 0 . 2 8 EG - 4 7 2 9 . 9 8 EG - 4 7 2 9 . 8 0 FG - 4 7 4 2 . 6 8 FG - 4 7 4 1 . 9 3 FG - 4 7 4 1 . 2 7 FG - 4 7 4 0 . 8 1 FG - 4 7 4 0 . 4 4 FG - 4 7 4 0 . 1 6 FG - 4 7 3 9 . 9 7 FG - 4 7 3 9 . 8 2 FG - 4 7 3 9 . 6 7 FG - 4 7 3 9 . 5 0 FG - 4 7 3 9 . 3 2 FG - 4 7 3 9 . 1 0 FG - 4 7 3 8 . 8 7 FG - 4 7 3 8 . 6 0 FG - 4 7 3 8 . 3 2 FG - 4 7 3 8 . 0 0 FG - 4 7 3 7 . 6 7 FG - 4 7 3 7 . 3 2 FG - 4 7 3 6 . 9 7 FG - 4 7 3 6 . 6 2 FG - 4 7 3 6 . 2 7 FG - 4 7 3 5 . 9 2 FG - 4 7 3 5 . 5 7 FG - 4 7 3 5 . 2 2 FG - 4 7 3 4 . 8 7 FG - 4 7 3 4 . 5 2 FG - 4 7 3 4 . 1 7 FG - 4 7 3 3 . 8 2 FG - 4 7 3 3 . 4 7 FG - 4 7 3 3 . 1 2 FG - 4 7 3 2 . 7 7 FG - 4 7 3 2 . 4 2 FG - 4 7 3 2 . 0 7 FG - 4 7 3 1 . 7 2 FG - 4 7 3 1 . 3 7 -2.00% -2.99% -0.60% -1.40% ST A = - 0 + 0 0 . 0 0 EL E V = 4 7 4 2 . 6 8 STA = 8+50.00 ELEV = 4731.37 PVI STA = 3+00.00 PVI ELEV = 4739.066 A.D. = -0.80% K = 250.00 LOW POINT STA = ??? LOW POINT ELEV = ??? L = 200.00 VC BV C S = 2 + 0 0 . 0 0 BV C E = 4 7 3 9 . 6 7 EV C S = 4 + 0 0 . 0 0 EV C E = 4 7 3 7 . 6 7 PVI STA = 1+00.00 PVI ELEV = 4740.266 A.D. = 1.40% K = 71.43 LOW POINT STA = 1+50.00 LOW POINT ELEV = 4739.97 L = 100.00 VC BV C S = 0 + 5 0 . 0 0 BV C E = 4 7 4 1 . 2 7 EV C S = 1 + 5 0 . 0 0 EV C E = 4 7 3 9 . 9 7 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-06_TWIN-LAKES-AVE_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 TWIN LAKES AVENUE ROADWAY IMPROVEMENTS STA 0+00 TO 8+50 --- R-6 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 TWIN LAKES AVENUE WE S T O A K ST R E E T WE L L S P R I N G DR I V E RIGHT-OF-WAY BOUNDARY TWIN LAKES AVENUE 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 = 16°31'08" R = 550.00' L = 158.57' FUTURE SIDEWALK (TYP) FUTURE SIDEWALK (TYP) RIGHT-OF-WAY BOUNDARY LOT 10 LOT 14 LOT 7 LOT 15