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HomeMy WebLinkAbout037.06 - Appendix EE - 906-DavisLaneTaperTVSSTOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPSSSSSSSSSSSSSSSSSSSSSSSSSSSSTVTBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVNGNGNGNGNGNGNGNGNGNGOHPOHPOHPOHPOHPXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTWWWWWWWWWWWWWWWWWWWWWWWW LOT 28 2413 sq.ft. LOT 26 2095 sq.ft. LOT 27 2097 sq.ft. LOT 25 2519 sq.ft.TVSSTOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPSSSSSSSSSSSSSSSSSSSSSSSSSSSSTVTBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVNGNGNGNGNGNGNGNGNGNGOHPOHPOHPOHPOHPXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTWWWWWWWWWWWWWWWWWWWWWWWW LOT 28 2413 sq.ft. LOT 26 2095 sq.ft. LOT 27 2097 sq.ft. LOT 25 2519 sq.ft.BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP0+001+002+00 3+00 4+00 5+00 6+00 STA 3+63.29PROPERTY LINEBEGIN CURBSTA 5+42.23END LANE TAPERBEGIN DAVIS LANE STD DETAILSTA 0+07.78MATCH EXISTING ASPHALTSTA 3+78.99EXISTING UTILITY POLETO REMAINSTA 3+98.10PROPOSED GUY WIRER5.00'R5.74'STA 0+26.13BEGIN STRIPING12.00'FIGURE NUMBER©PROJECT NO.DRAWN BY:DSGN. BY:APPR. BY:DATE:COPYRIGHT MORRISON-MAIERLE,2024Plotted by rosie nickelson on Jul/18/2024engineers surveyors planners scientistsMorrisonMaierle2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netN:\6916\004 - Turnrow Preliminary Plat\ACAD\Civil\RoadMasterRevisions\6919.004_ROAD-MSTR_taper.dwg 6916.005 FIG. 1TURNROW SUBDIVISION BOZEMANMONTANADAVIS LANE TAPERRSNLRHMP7/18/24204010200SCALE IN FEETDESIGN REQUIREMENTS (35 MPH ZONE)1.LANE TAPER = 25:1 (EXHIBIT 10-2 "TAPER RATES FOR LANE REDUCTIONS"-MDT)2. LANE WIDTH = 12' TOP BACK OF CURB TO CENTER STRIPING (DAVIS LANE ROAD SECTION)3. FOR CURBED AREAS HORIZONTAL CLEARANCE TO AN OBSTRUCTION IS 1.5 FEET FROM FACE OFCURB. HOWEVER, IF PRACTICAL, PROVIDE A 5-FOOT TO 10-FOOT CLEARANCE. (9.2.2.4-MDT)DAVIS LANEWESTLAKE ROAD TURNROW TRAIL25:1 LANE TAPER25:1 LANE TAPERGUY WIRE = 5.00' FROM FACE OF CURBEXISTING ASPHALTSHOULDER STRIPINGTO BE WHITEUTILITY POLE = 5.74'FROM FACE OF CURBREMOVE OVERHEAD POWEREX. IRRIGATION DITCHEX. CATTAIL CREEKEX. ROAD SIDE DITCH25:1 LANE TAPER