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HomeMy WebLinkAbout023 C 4.5 STORM BASIN A P&P47004710472047304700471047204730-1+004709.60+004710.54707.214710.24707.491+004710.74707.504711.34707.502+004711.5 4707.50 4711.8 4707.503+004711.7 4707.50 4711.5 4707.504+004711.3 4707.50 4711.0 4707.505+004711.1 4707.50 4710.4 4707.506+004710.2 4707.50 7+007+50SDI 3 STA. 3+50.62 (-0.50' L) FLOWLINE ELEV = 4711.73 18"∅ INV IN = 4707.50 18"∅ INV IN = 4707.50 18"∅ INV IN = 4707.50 18"∅ INV OUT = 4707.50 SDI 4STA. 1+02.00 (-0.50' L)FLOWLINE ELEV = 4710.1718"∅ INV IN = 4707.5018"∅ INV OUT = 4707.50MH 1 OUTLET STRUCTURESTA. 0+68.24 (0.00' L)FLOWLINE ELEV = 4710.6418"∅ INV IN = 4707.4018"∅ INV OUT = 4707.40 SDI 2 STA. 4+99.08 (-0.50' L) FLOWLINE ELEV = 4711.00 18"∅ INV IN = 4707.50 18"∅ INV OUT = 4707.50 SDI 1 STA. 6+55.62 (-0.50' L) FLOWLINE ELEV = 4710.13 18"∅ INV OUT = 4707.5018" ∅ A2000 PVC L=154.54 S=0.00%18" ∅ A2000 PVC L=146.47 S=0.00%18" ∅ A2000 PVC L=30.76 S=0.30%18" ∅ A2000 PVC L=15.52 S=1.35%18" ∅ A2000 PVC L=246.62 S=0.00%18" ∅ A2000 PVC L=12.33 S=2.30%MH 2 WITH SAFL BAFFLESTA. 0+48.24 (0.00' L)FLOWLINE ELEV = 4710.4618"∅ INV IN = 4707.1918"∅ INV OUT = 4707.19 GAS HYDSEW SEW SEW SEW SEW SEW SEW8''WOHPOHPOHPOHPOHPOHPOHPGAS GAS GAS OHP OHP OHP OHP OHP OHP OHP OHP UGP UGP UGP UGPFOFOFOFOFOFOFO 8''S8''S8''SHYDHYDS8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WSTSTSTSTSTSTSTSTSTSTSTSTSTSTSSIRR IRR IRR IRR IRR IRR IRRSTSTSTST STSTSTSTSTSTSTSTSTSTSTSTST ST>>>>>>>>>>>>>>HYD12''W12''W12''W12''W12''W12''W10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''SS0+001+002+003+004+005+006+006+75SDI 12STA. 6+40.95 (0.50' R)FLOWLINE ELEV = 4710.1718"∅ INV OUT = 4707.50SDI 13STA. 4+74.21 (0.50' R)FLOWLINE ELEV = 4710.9518"∅ INV IN = 4707.5018"∅ INV OUT = 4707.50MH 9STA. 3+44.05 (0.00' )FLOWLINE ELEV = 4712.1218"∅ INV IN = 4707.5018"∅ INV IN = 4707.5018"∅ INV OUT = 4707.50SDI 15STA. 0+78.07 (0.50' R)FLOWLINE ELEV = 4711.6312"∅ INV IN = 4707.5018"∅ INV IN = 4707.50SDI 16STA. 0+11.80 (0.00' )FLOWLINE ELEV = 4709.7012"∅ INV OUT = 4707.80SDI 14STA. 2+04.37 (0.50' R)FLOWLINE ELEV = 4711.4418"∅ INV OUT = 4707.5018"∅ INV OUT = 4707.50MH-11 AREA DRAINRIM ELEV = 4710.09INVERT ELEV = 4707.57SDI 1SDI 2SDI 3MH 1 OUTLET STRUCTURESDI 4MH 2 WITH SAFL BAFFLE18"∅ A-2000 PVCL=69.68' S=-0.00%18" Ø A2000 PVCL=12.37' S=0.40%INV. OUT = 4707.50'12" Ø A2000 PVCL=64.27' S=0.45%INV. OUT = 4707.50'0'30'60'90'SCALE1" = 30' HORIZ.1" = 3' VERT.HEC Dec 04, 2024 - 4:51pmCAD FILE: M:\213601\Drawings\Construction Drawings\4 - STORM.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. HALEY SPRINGSBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018DAVIS LANE BOZEMAN MT12/4/2024213601COB SITE PLAN - 22x34 ORIGINALSSCALESHEET TITLEDESIGN BY6590 DAVIS LANEBOZEMAN, MT, 59718PROPERTYROAD STE. 101C4.5AS NOTEDBASIN A P&PBVFINISHED GRND. ELEV. @ ℄ PIPE INV. ELEV. @ ℄BASIN A P&PSTA. -1+00 TO STA. 7+5018" DIA A-2000 PVCL = 69.18'S = -0.00%SWALESWALE