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HomeMy WebLinkAbout05050070-Site Plan8901 Otis Aweaue Su~veyin~- Hbto~e Fort Hmtson La~seal~ A~teet. m~ In(l~l~ll~, ln(~,um 46316-1037 GIS *LtS Bl?-.&36-?lO0 Geology Downstream Monhc~e, TC= p~' I~an [ns.o) Note: The contractor is to ~nointa n a m nimum distance of ten feet (10) between the sanitry sewer and wa[er line laterals. Sod C~culations:, Dd~ = 215 ~'~ Pdv~te Walk = 15 Sod = 67 SY+ , ~ele ~en~ Note: ~his drawing is based on construction plons or record drawings, end is not hosed upon a field survey. ~he Schneider CorporeUo~ does not werront the acouracy or ~fficiency of this information. Controctors should verify existing conditions prior to on), construction. An), discrepancy found on th|s drowing should be reported to The Schneider Corporation immediately; fa ng to do so results in the contractors essumpUon of all liability. Lot # 305 (283) Vb05.0032242 of 6round/3to~n flow adiWduol lots. Assume. North Scale 1 = 20 Note: Ruilda' to e~sure positive droinage awoy from structure(s). FLOOD HAZARD STATEMENT CERTIFICATION No. 0303 TC=9~6,40 ~:: :1 rear ~ards ~rst REVISION #1 ADDED LOT ~S 04'/28/05 AMA TC=913.00