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0306090SCALE 1"=30'ELEVATION DATUM: NAVD 88PROJECT NO:DATE:ENGINEER:REVISIONSDATENO.DESC.325-05CHICK-FIL-A SITE PLAN APPLICATION
BOZEMAN, MONTANASW 0.0PHASE 2DETAILED PH 2STORMWATERPLANS WILL BEINCL. IN PH 2 SITEPLAN APPLICATIONEXT'G ROADSIDEDITCH, HAS NOIMPACT ON PH 1STORMWATEREXT'G ROADSIDEDITCH, HAS NOIMPACT ON PH 1STORMWATERPROPOSEDUNDERGROUNDDETENTION SYSTEMCATCH BASIN 1EXISTING 24" CULVERT TO REMAININV IN 4672.18INV OUT 4671.37CATCH BASIN 2CATCH BASIN 3CATCH BASIN 4CATCH BASIN 5CATCH BASIN 11CATCH BASIN 10CATCH BASIN 9CATCH BASIN 7CATCH BASIN 6PROPERTY LINEEXT'G 24"CULVERTSYSTEM OUTLETHWY 90SHARED ACCESSSHARED ACCESS
CFA BUILDINGHWY 90 ON-RAMPN 19TH AVE
EXT'G CULVERTOUTLET TO MDTRETENTIONPONDSTORMWATER NOTES:1)ALL STORM DRAIN PIPE SHALL BE LAID STRAIGHTGRADED BETWEEN BEGINNING AND END INVERTS. NOBEDDING, SWEEPING, OR DEFLECTIONS AREALLOWED.2)CONTRACTOR SHALL FLUSH AND CLEAN ALL STORMDRAIN PIPE AND MANHOLES AND REMOVE ALLFOREIGN MATERIAL, IF NECESSARY, AS A RESULT OFCONSTRUCTION ACTIVITIES.FOR REVIEW08/12/25JLSBOUNDARY LINEN 19TH AVEIMPROVEMENTSBY OTHERSEXT'G 24"CULVERT TOREMAININV IN 4667.09N 19TH AVEROADSIDE DITCHN 19TH AVEROADSIDE DITCH30' SANITARYSEWER EASEMENTSTORMWATER MAIN (TYP)STORMWATER MAIN (TYP)STORMWATER MAIN (TYP)BRIDGER POINTPROPOSED 24" CULVERTINV IN 4672.20INV OUT 4672.18INSTALL FETS AND RIPRAP