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HomeMy WebLinkAbout033 C 6.1 DITCH PLAN AND PROFILEHYD S8''W 8''W 8''W 8''W 8''W 8''W 8''WST STSTST ST ST ST IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRST ST ST ST ST ST ST>>12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W10''S 10''S 10''S 10''S 10''S 10''S0+001+002+003+004+005+006+007+008+00EXISTING 36" Ø CMP CULVERTL=28.77' S=1.32%INV. IN = 4700.90'INV. OUT = 4700.52'46864692470447164728468646924704471647280+000+501+001+502+004704.24701.034705.54701.202+504705.34701.364705.9 4701.533+004706.7 4701.69 4706.9 4701.863+504707.3 4702.02 4707.6 4702.194+004708.0 4702.35 4708.3 4702.524+504708.5 4702.68 4708.8 4702.855+004709.1 4703.01 4709.3 4703.185+504709.6 4703.34 4710.0 4703.516+004710.4 4703.67 4710.2 4703.846+504709.9 4704.00 4710.4 4704.177+004710.6 4704.33 4710.8 4704.507+504711.2 4704.66 4711.5 4704.838+008+25INSTALL 591 LF OF 58.5"X36" REINFORCED CONCRETE PIPETRENCH EXCAVATION PER MPWSS SECTION 02221TYPE '1' BEDDING, TYPE 'A' BACKFILLSTA: 2+16.5058.5" x 36" REINFORCED CONCRETE PIPEINV. OUT ELEV: 4700.98STA: 8+07.3258.5" x 36" REINFORCED CONCRETE PIPEINV. IN ELEV: 4704.88STA: 3+09.88START DEFLECTIONINV. OUT ELEV: 4701.6058.5" X 36" RCP L=497.39' S=0.66%58.5" X 36" RCP L=93.38' S=0.66%EXISTING 36" Ø CMP CULVERTL=28.77' S=1.32%INV. IN = 4700.90'INV. OUT = 4700.52'STA: 0+46.71EG ELEV: 4700.13C6.1AS NOTEDDITCHBVRFINISHED GRND. ELEV. @ ℄HEC Apr 07, 2025 - 11:16amCAD FILE: M:\213601\Drawings\Construction Drawings\6 - IRR.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. Haley SpringsBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018DAVIS LANE BOZEMAN MT04/03/2025213601COB SITE PLAN - 22x34 ORIGINALSSCALESHEET TITLEDESIGN BY6590 DAVIS LANEBOZEMAN, MT, 59718PROPERTYRoad STE. 101SCALE1" = 30' HORIZ.1" = 3' VERT.0'30'60'90'PIPE INV. ELEV. @ ℄DITCH PLAN AND PROFILESTA. 0+00 TO STA. 8+25DAVIS LANEGALLOWAY STREET