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HomeMy WebLinkAbout012 - C6 - Storm Drain Plan & ProfileFOEEECOCOEX. SS MHRIM = 24.02SS MHRIM = 25.76I.E. 24" (E&W) = 15.11SD CURB INLETRIM = 25.47I.E. 12" RCP (S)= 22.80SD MHRIM = 25.74I.E. 12" RCP (N/S/W)= 21.94WS8" PVC12"W8" DIPWFF=25.803+08.02RIM EL. = 22.84I.E. in = 19.954+48.36RIM EL. = 22.80I.E. in = 20.675+74.86RIM EL. = 23.43I.E. in (8") = 21.401+23RIM EL. = 23.17I.E. in = 19.004+89.01RIM EL. = 25.38I.E. in = 21.408" DIP8" PVCSSWWSDSDSDSDSDSDSDSDSDSDS D SDSDRIM EL. = 23.07SSD8" DIPI.E. out = 21.38I.E. out = 21.30I.E. out = 20.65I.E. out = 19.93I.E. out = 18.988" PVC8" DIPSD11 .45'PROVIDE TRENCH PLUGPER C.O.B. STANDARDDETAIL 02221-1RIM EL. = 25.00GW1+001+00RIM EL. = 23.465+59.011+01.6512" PVC @ 2%I.E. out = 18.59SDSDG2+003+004" PVC4+005+002+003+004+005+00I.E. out = 21.754"8"8"12"12"4"4"4"4"8"4"4"8"4"4"PROVIDE (2) 4"x8"REDUCERS &8" WYEPROVIDE (2) 4"x8"REDUCERS &8" WYEI.E. out = 20.73I.E. out = 21.00I.E. @ CONNECTION12"12"12"SD(REFER TO MECH.)0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+0047154720472547304715472047254730RIM EL. = 23.171+23I.E. in = 19.00I.E. out = 18.983+78.14NEW 8" SSI.E. = 19.440.67' SEPARATION4+01.20NEW 4" GWI.E. = 22.500.69' SEPARATIONRIM EL. = 25.384+89.01I.E. in = 21.40I.E. out = 21.38RIM EL. = 25.005+59.01I.E. out = 21.7512" PVC @ 0.5%12" PVC @ 0.655+42.72WATER 8" PVC5+24.74 SD12"x4" WYE2.89'2+96.68 SD12"x8" WYE1+95.20 SD12"x8" WYEFINISHGRADEEXIST.GROUND12" PVC @ 2%1+01.65I.E. out = 18.5912" I.E. = 20.1312" I.E. = 19.4612" I.E. = 21.58BASE OF POND= 18.00SD INLETS & MANHOLES TOMEET C.O.B. MPWSS SPECIFICATIONS.ALL SD INLETS SHALL CONTAIN9" SUMP.AREA INLETS PER C.O.B. DETAIL1.2.3.CURB INLETS PER C.O.B. DETAIL 02720-14.SD MANHOLES PER C.O.B. DETAIL5.1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+0047154725471547204725RIM EL. = 23.171+23I.E. in = 19.00I.E. out = 18.9812" PVC @ 0.5%RIM EL. = 22.843+08.02I.E. in = 19.95I.E. out = 19.93NEW ELEC.NEW GASFINISHGRADEEXIST.GROUNDRIM EL. = 22.804+48.36I.E. in = 20.67I.E. out = 20.65RIM EL. = 23.435+74.86I.E. in (8") = 21.40I.E. out = 21.303+93.92 SD12"x4" WYE4+28.75 SD12" PVC @ 0.5%12" PVC @ 0.5%4+63.59 SD5+00.19 SD5+33.25 SD12"x8" WYE12" PVC @ 2%1+01.65I.E. out = 18.5912"x4" WYE12"x4" WYE12"x4" WYE12" I.E. = 20.3812" I.E. = 20.5612" I.E. = 20.7412" I.E. = 20.9212" I.E. = 21.0947200+908" PVCBASE OF POND= 18.00CONTRACTOR SHALL COORDINATE SD INSTALLATIONW/ NEW GAS & ELECTRICAL SERVICES INSTALLATIONS6.TO ENSURE CONFLICTS ARE AVOIDEDSEE NOTE #6*SEE NOTE #6*1+00 1+30 1+60471547204725471547204725RIM EL. = 23.071+00I.E. out = 20.731+54.748"x12" WYE12" PVCI.E. = 19.468" PVC @ 2%EXIST.GROUNDFINISHGRADESEE STATION 1+95.20OF SOUTH/WEST PROFILENEW GASEX. ELEC1+00 1+30 1+60472047254720472547154715RIM EL. = 23.461+00I.E. out = 21.001+34.368"x12" WYE12" PVCI.E. = 20.138" PVC @ 2%EXIST.GROUNDFINISHGRADESEE STATION 2+96.68OF SOUTH/WEST PROFILEPLAN & PROFILESTORM DRAINC9C6SHEET:BY:DATE:OWNER FILE NUMBER:DRAWING INFORMATION:BSCE PROJECT NUMBER:ASSOCIATED PROJECTS:CADD FILE NAME:PROJECT NAME:SHEET TITLE:LAND SURVEYORS - ENVIRONMENTAL SPECIALISTS1324 13th Ave. SWP.O. BOX 3625GREAT FALLS, MT 59403(406)727-2185 OFFICE(406)727-3656 FAXwww.bigskyce.comENGINEERS - PLANNERS - DESIGNERS -PROFESSIONAL SEALOWNER:OF23OXXXX23O-C6XXXXCJMBOZEMAN, MT.ATWELL SUITESRE LLCBOZEMAN 70' 30' 60'6/21/24