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HomeMy WebLinkAbout05050017-Site PlanNote: ,Contractor should verify site ~-~b cltl~ fn f5Fm~tlo n dei~lbted hereon with the approved construction plans for this development. Note: Minimum Fronl yard - Variable Minimum Side Yard - 5' Minimum Aggregate - 10' Minimum Rear Yard - 20' Gar. FFE = 912,9 ] r LAFAYETTE - ELEV 6C 1st Fir FFE = 914.71 ! RIGHT HAND - Partial Brick Bsmt FFE = 904 9 ~ FULL BSMT - 9' Walls | 3 CAR - Front Entry Drive Slope = 4:3% ~ Screen Porch EXISTING LAKE N.P. = 906.00 100yR =91006 VAR - C.A 1t6 IJ&U E. & R D.E. & I.E.E 109.33' fo' .E LOT: +10,644 SF PAD 91  15' D.&U.E 5'WALK 10.0' Flood Hazard Note: Lot Number 406 lies within Zone "X" per the scaled location on he Flood Insurance Rate Maps for Hamilton County, Indiana (Commun ty Panel #18057C0205F, dated February 19. 2003). Note: LAFAYETTE 6C (FULL eSMT, THREE CAR CONC CHARIoTS---W iSPE DRiV 50' R/W ¢0 E SAN MH ~ TC=9t2.50 ~ ~ SAN MH -'~tV ,S'~ TC=9tl.50 This drawing s based upon construction plans and/or record drawings prepared by others and is not based upon a fie d survey, COOR Consulting & Lane Services, Corp. does not warrant the correc ness or integrity of this information, The contractor/owner should verify existing conditions prior to constrbction. Any varying field conditions or any discrepancy with the information contained hereon should be mmediately reported to COOR Consulting & Land Services. Corp.; failure to do so would result in the contractodowners assumption of liability. tGarage Finish Floor 1,7 feet above curb at center of drive. xx X .... 1 ~_.~_ -- Proposed Grade = Drainage Flow . = Existing Grade J Conc Flatwork~Sq, Ft = +10431 Public Walk Sq Ft = _+363 Sod Sq Yds = +_203 Seeding Sq F1 = _+5894 Note: The Dropose~ construction grades depicted hereon are based upon information, proposed grades and/or contours, taken from the approved construction plans orepare Unless stated hereon, no information pertaining to fluctuating water table elevations, soil building area of said lot, has plans. With the construction of a baser the lowest Door elevation any adjoining bodies c study of facts reveals otherwise. Should any ground wa ,r be witnessed during me excavacon of said structure, the raised al least two (2] additional construction techm¢ should be i~ alleviate futura DrOblems, © ® FAX#: ).406 SADDLE CREEK SECTION 12 PC 3. SLIDE 308 INSTR #20030~ 122041 LOT 406 C 46074 4omes of