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Home My WebLink About66_C 6.1_HUFFINE DITCH P&P10''W10''W10''W10''W10''W10''W8''W483048350+001+002+003+004+005+006+007+008+ 0 0 9+00 9+6348104820483048404850 481048204830484048501.22%0.25%0.25%0.19%-1+004827.20+004829.64827.344830.94827.431+004832.74827.534832.94827.622+004832.74827.724833.04827.813+004833.34827.914832.8 4828.014+004832.5 4828.10 4832.8 4828.205+004832.5 4828.29 4832.0 4828.406+004831.9 4828.53 4831.3 4828.657+004831.0 4828.78 4830.8 4828.908+004835.7 4829.32 4837.5 4829.939+004836.6 4830.54 10+0011+0012+0013+0024" Ø SDR35 L=17.95' S=1.22%24" Ø SDR35 L=128.88' S=0.25%0'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.CONTOUR INTERVAL = 1'DITCH REALIGNMENT PLAN AND PROFILESTA. -1+00 TO STA. 13+00HEC Nov 20, 2023 - 9:43pmCAD FILE: M:\203430\Drawings\PHASE 2\CONSTRUCTION DRAWINGS\6.HUFFINE DITCH.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018URBAN + FARM BOZEMAN, MT11.17.2023203430PRELIMINARY 22x34 ORIGINALSSCALESHEET TITLEDESIGN BYLAUREL PARKWAY LLC11 LONE PEAK DRIVEBIG SKY, MT 59716PHASE 2 MONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENE P R E L I M I N A R YC6.1AS NOTEDHUFFINE DITCH P&PMALEXISTING GRND. ELEV. @ ℄ AVG. STREAM BED ELEV. @ ℄BETTY LANEWATER LILYHUFFINE LANEDITCH TO CONNECT TOBAXTER CREEK AT STA. 0+27CENTERLINEBETTY LANECENTERLINEHUFFINE LANEFUTURE FINISHEDGRADEEXISTING 24" CMPCULVERT UNDERHUFFINETOP WIDTH 7'EXISTING GRAVELS(DEPTH VARIES)EXCAVATED FLOODPLAIN(WIDTH AND CHANNELLOCATION VARIES)EXISTINGGROUND~1.0' THICKWETLAND SOD MAT~3:1~3:1TYPICAL RUN SECTIONBOTTOMWIDTH 3'DISTURBED FLOODPLAINTO BE REVEGETATED2-5" SCREENEDCOBBLE2'