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HomeMy WebLinkAbout010 C2.1 STORM CHAMBER PLAN & PROFILE8''S 8''S 8''S 8''S 8''S 8''S 8''SS8''W 8''W 8''W 8''W 8''W 8''W 8''W4''W4''W2''W2''W4''S4''SUGP UGP UGP UGP UGP UGP FOFOFOFOFOFOFOGASGASGASGASGASGAS4''W4''W4''W2''W2''W2''WST4''S4''S4''SVANST0+001+00 1+10SDI-1SDI-2STA. 0+78.54 (-28.12' L)RIM ELEV = 4710.86NE 12"∅ INV OUT = 4707.8712" Ø A2000 PVCL=25.50' S=1.00%INV. OUT = 4707.60'8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 4''W4''W2''W2''W4''S4''S UGP UGP UGP UGP UGP UGP UGP UGP FOFOFOFOFOFOFOFOGASGASGASGASGASGASGASGAS4''W4''W4''W2''W2''W2''W ST ST4''S4''S4''SSTSTVAN0+001+001 + 7 1 SDI-1SDI-4SDI-3L=25.50' S=1.00%INV. OUT = 4707.60'46924704471647284692470447164728-0+75-0+504711.70+004711.64707.794711.44706.540+504711.44706.544711.71+001+501+75T.O. GRAVEL4710.04INVERT4706.54B.O. GRAVEL4705.54SDI-1STA. 0+15.00 (0.00' )RIM ELEV = 4710.99NE 12"∅ INV OUT = 4707.8912" Ø A-2000 PVC L=25.54' S=1.12%46924704471647284692470447164728-0+504712.90+004711.7 4708.84 4712.2 4708.680+504712.6 4707.47 4712.6 4707.471+004712.4 4708.62 4712.2 4708.851+502+00SDI-4 STA. 1+55.82 (0.00' ) RIM ELEV = 4712.12 S 12"∅ INV OUT = 4708.9112" Ø A-2000 PVC L=36.35' S=0.96%T.O. GRAVEL4710.97INVERT4707.47B.O. GRAVEL4706.47SDI-3 STA. 0+15.00 (0.00' ) RIM ELEV = 4711.55 E 12"∅ INV OUT = 4708.9112" Ø A-2000 PVC L=51.78' S=0.68%C2.1AS NOTEDSTORM CHAMBERPLAN & PROFILETGP R E L I M I N A R Y HEC Mar 14, 2025 - 4:13pmCAD FILE: M:\244203\Drawings\Construction Drawings\C 4.0 GRADING.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W Haley SpringsBozeman, MT 59718Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252023EVERGOODS BOZEMAN, MTEVERGOODS LLC1/27/2025244203COB SITE PLAN - 22x34 originalsSCALESHEET TITLEDESIGN BY501 E PEACH STR STE DBOZEMAN, MT 59715Road Ste. 101MONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASRENI G ENE1SITE PLAN REVIEW #103/14/2025PROPOSEDCOMMERCIALBUILDINGIRON HORSE ROAD0'20'40'60'SCALE1" = 20' HORIZ.1" = 5' VERT.CONTOUR INTERVAL = 1'SOUTH STORM CHAMBER PLAN AND PROFILESTA. -0+50 TO STA. 2+00FINISH GRND. ELEV. @ ℄ PIPE INV. ELEV. @ ℄NORTH STORM CHAMBER PLAN & PROFILESTA. -0+75 TO STA. 1+75SCALE1" = 20' HORIZ.1" = 5' VERT.CONTOUR INTERVAL = 1'PROPOSEDCOMMERCIALBUILDINGIRON HORSE ROADMANLEY ROADFINISH GRND. ELEV. @ ℄PIPE INV. ELEV. @ ℄30" Ø PERFORATED CMP30" Ø PERFORATED CMP11