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HomeMy WebLinkAbout05080180-Site Plans Argue Survey~ This drawing is based on construction plans or record drawings, tl~ Fo~t lhrflson hnds~pe Ir~t,~t~ and is not based upon a field survey. The Schneider Corporation ~ ~ea~-lo3? as .us does not warrant the accuracy or sufficiency of this infom~ation. 3r/-~-?too ceo~ Contractors should verify existing conditions prior to any 3t?--~-?~ I~ construction. Any discrepancy found on this drawing should be reported to The Schneider Corporation immediately;, faiJing to do so results in the contractors assumption of dl linb~ity. of Indiana UI~IDIAN - PHA.~ 118575 instrument # PC 3 SLIDE 442 1004 CA~IDISH DRI~ Prepared Dote: 0§/0§/200§ e.~.): t.vmiom, Ground Cover Calculations: C~c, Drive = 308 SF:~ Prive[e Walk ~- 17 Sad = 25 SY+, ENTRE LOT : By;. AMA R,N, of Indiana Finished Roc¢ Elevation Information Pad Grade = 853,3 per plan Pad -&'ode + 0,7' = Garde FFE (854,0) Garage FFE + 0.5' = Residential FFE (854.5) FLOOD HAZARD STATEMENT CERllFICATION sosos i== //llllllfllllflltth[% ~ot Plen ~ Proposed Graaos 000.0 Existing Or~en .~---*000.0--**-~ Contour Grade * Approx~ Lateral Location .-..... Sanitary Sewer Lines ~' Storm Sewer Lines Manhole D .... Building Line (BL / 8SL) ....... Eoneme~t line Note: Sonitar~ Sewer Top of Costing Information Upstream Manhole, TC= 855.60 Downstream Manhole, TC= 852.30 per plan. Storm) EXISTING IRREG. WIDTH R/W BLOC~A C~M~ ~EA~ IRRE~L~ A.S.D,&U.E, Vb05.0038272 BLOCK 18 A LOT 1803 1 350 SF Assumed North Scala: 1" = 20' Detail of Ground/StonT~ Wot~ individual lot. Note: Builder to ensure positive drainage away fram structure(s), L ~B CURB S,D.&U.E. NOTE: THIS DRAWING HAS BEEN PREPARED PER THE CUENT'S REQUEST BY SCAUNG PROPOSED NPROVEaENTS FRO~ CONSTRUCllON PLANS SUPPUED BY OTHERS AND NOT ELEClRONIC DATA FILES, DATE ~EPRESENTS CONFIRMAtiON. OF RECEIPT OF PLOT PLAN _BY CUSTOaER.