Loading...
HomeMy WebLinkAbout05050104-Site PlanMinimum Fronl yard - Variable Minimum Side Yard - 5 Minimum Aggregate ~ 10' Minimum Rear Yard - 20' SSD RISER Gar. FFE = 914,8 [KESSLER~ 1st Fir FFE = 916 6 /RIGHT H~A~N~D ~,,P,,a,~,a_l BrickI / Bsmt FFE = 906.8 /FULL BSMT -9' Walls DriL~_~_Slope = 3 6°/o~ /3 CAR- F.ro_~.E,n,t,~ ..... [ Brick Chimney, Wd_- Deck "B' C.A.#6 VAR. D&U.E. & R,D.E. & LE.E. -- --s~ .... ~pecitic information aeplc[ea ereon with the approved construction plans for this deveJooment. PAD 914.8 PER PLAN 10' D,E. Probosed Grade Drainage Flow Existing Grade Seeding Sq Ft: ~4728 ~ HARLOTS WHI 'E $0' R/W (3g, c-sc Flood Hazard Note: Lot Number 396 lies within Zone "X~ per the scaled location on the Flood Insurance Rate Maps for Hamilton County, indiana (Community Panel #18057C0205F, dated February 19. 2003). Note: ~his drawthg is based upon construction plans and/or record rawings prepared by others and is not based upon a field survey. COOR Consulting & Land Services, Corp. does not warrant the correctness or integrity of this information. The contractor/owner shau d verify existing conditions prior to construc ion. Any varying field conditions or any discrepancy with the information contained hereon should be immediately re~orted to COOR Consulting & Land Services, Corp.; failure to do so would result in the contractor/owners assumr~tion of lie bility. Note: The proposed cons~uction grades depicted hereon are based upon information, proposed grades and/or contours, taken from the approved construcfion p plans. With the any adJOining otherwise excavation of said structure, the raised at least two t2) feet above alleviate future problems EK PC 3;SL DE 308 INSTR #200300122041 should be inc DATE: 5/09/05 14457 CHARtOTS WHISPEF