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04-SW1.2-STORMWATER PLAN 2 & 3
46654670467546804685466546704675468046850+504672.194668.091+004672.514668.091+504673.754668.092+004674.074668.09 2+504674.41 4668.09 3+004668.04 3+504668.00 4+00STA:3+55.63ELEV:4667.99STA:2+51.40CONNECT TO OUTLET PIPEINV OUT 4669.07UG STORAGE BTM ELEV 4668.20STA:0+25.00, CB12GRATED LID (SM*)RIM ELEV:4671.73FGEGSTORM INVERTFGINSTALL SWALE1 FT WIDE3:1 SIDE SLOPELINE WITH RIPRAPSTA:2+61.9348" MANHOLE WITHOVERFLOW WEIRWEIR FLOW (PRE-DEV) = 1.22 CFSSLOT WIDTH = 2.4 FTWEIR ELEV 4668.50STA:3+22.80INSTALL FETSINV OUT 4668.13INV IN 4669.59STA:2+62.0848" MH WITH OUTFLOW WEIR,SOLID LID (NO GRATE)RIM ELEV:4674.48UG STORAGE FACILITY STORAGESEE SHEET SW 1.5 - SW 1.724" OUTLET PIPE, S=0.20%EXT'G 24" CULVERT(SYSTEM OUTFALL)P11, 15" A-2000 PVCS=0.15%GASGASGASGASGASCOMMCOMMCOMMCOMMCOMMCOMMUGEUGEUGEUGEUGEUGESWRSTA 0+25.00, CB6STA 0+87.21, CB415" A-2000 PVC STORMWATER MAINSTSTSTSTSTST0+000+87466546704675468046654670467546800+504674.34 4670.69 1+00STA:0+25.00, CB6STANDARD CURB INLET (CM*)TBC 4674.67STA:0+87.21, CB4NO GRATE (SM*)ELEV:4674.62INV THRU (N, S) 4669.63INV IN 4670.28INV OUT 4670.95STORM INVERTFGP12, 15" A-2000 PVC, S=1.15%JCOMMCOMMUGEUGEUGEUGEUGECOMMCOMMCOMMCOMMGASGASGASGASGASGAS GASCOMMCOMMUGEUGEGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGA S GA S GA S GAS GAS GAS GAS GAS UGPUGPUGPUGPUGPUGPUGPUGPUGPUGP UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP SWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRUGP 30' SEWER EASEMENTSTA3+22.87FETS TO PROPOSED SWALESTA 0+41.39INLET TO UG STORAGESTA 0+25.00, CB12STA3+55.59EXT'G 24" CULVERT(SYSTEM OUTFALL)INSTALL SWALE24" A-2000 PVC OUTLET PIPETO SYSTEM OUTFALL15" A-2000 PVC STORMWATER MAINSTA 2+63.4248" MANHOLE WITHOVERFLOW WEIRSTSTSTSTSTSTSTSTSTSTST ST STSTSTSTSTST0+001+002+003+00 3+77 ELEVATION DATUM: NAVD 88STORMWATER PLAN 2STORMWATER PLAN 3SHARED ACCESSSTORMWATER PLAN 2HOR SCALE: 1"=20'VERT SCALE: 1'=5'STORMWATER PLAN 3HOR SCALE: 1"=20'VERT SCALE: 1'=5'0204060SCALE 1"=20'PROPERTY LINEPROJECT NO:DATE:ENGINEER:REVISIONSDATENO.DESC.325-05CHICK-FIL-A SITE PLAN APPLICATION BOZEMAN, MONTANASW 1.2HWY 90 ONRAMPSHARED ACCESSCFA BUILDINGUG STORMWATER FACILITYSEE SHEET SW 1.1SEE SHEET SW 1.3PHASE LINEPHASE LINEFOR REVIEW08/12/25JLS(CM) COMBO MANHOLE CURB INLET (DTL 2/SW 1.4)(SM) STANDARD STRAIGHT MANHOLE (DTL 1/SW 1.4)(HS) HYDRODYNAMIC SEPARATOR (DTL 5/SW 1.4)EXT'G ROADSIDEDITCH TO HWY 90ON-RAMPBRIDGER POINT