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HomeMy WebLinkAbout05090056-Site Plan8gOl (Me Avenu~ 8u~ GeoM~ Prepared For: R.H. at Incl~e ¢on~ining 5,g28 S.F.+, in ! Knoll Lane (70'R/W) Fedji Community R~tr~t~nm Side Yerd =~ min. Rear Y~ ~ ~/~ Plot Pisa L~ ~ Proposed Grades 000,0 Ex[sting grades ...----000,0---~' Contour Grade ~: Approx. Latem Locat~ I Souitery Sewer Unee ~t'------ Storm Sewer Lee v -- Wotor Service Lee .... - - - Sub-sorf~ce 0rain Lines ~ Idenhole (seni!ary or. Storm) ~ Beehive Inlet i Curb Inlet (Starm) D End Soctio~ (Stor~) o o o*~' o o o Fire Hydrout -- -- -- Row Line of ewnle ..... BuadIng LIne (eL / 8SL) ....... Easement Line Note: Sanitary Sewer Top of CastIng Information Upetroum Manhole, TO= 920.50 Downstream Manhole, Tc=g1&20 per p~on. R H al Indiou~ Rn[shed Roar Etewtion Information Pod Grade = g20.2 per plan Pad Gr(~e + 0.7' = C~ FFE (920.9) Garage FF[ + 1.5 = ,Residential FF£ (922.4) Residential FFE - 9.0 = Basement FF£ (913,4) .Note: Tho ~ger~ga ~ed floor elewt~ bl.4 above the curb at the dave, per plso. Ground Cove~ Coloulotious Drive = 610 SF+ Public Walk =219 SF+ Private Walk =52 S~± H,~troseedIng = n/a SF+ Sod =397 Sy+, from entire ~rd TC=gl&50 / / Note: This drawing is based on canstmct~ plans or record drawings, Dud is not based upon a field survey. The S~n~der Cerporotinn does not warrant the acoumcy (x sufficiency of this Informot[sn. Contractors s~ould verify existing conditions prior to any construction, An)' discrepancy found an this drawing should be reported to The Schneider Corporatiso immediotol~ failIng to do so results in the contractors ossumptiou of all liability, Note: Per Ca'm~ zoning ordinance 26.1.1: Tho reei,d, eet~ district limits height tn tweety-five feet (2.5), however o dwelling may be increased ~ bei~t to thkty-five feet (55') provided the side and rear 3~r~s ere increased on edditionnl one font (t') for onch one foot (1') the stmcfuru exceeds the ~st twenty-five feet (25') in height, Lot # 93 Vb05,0039950 Oeteit of ~ound/Storm Water fh~ ~mtt~. fo~ fl individu:b. ~u Assumed North Scale: 1' = 50' Note: Builder to en~ure positive drein~je away from nlructure(s). Note: The beeemsot elewt~on, depicted hereon, has bea~ deterrn~ed end based upon the p~ gredee and/or contours tabee from the coflstruction plans for this subdivision. Unless stated, no information about floctuoting water tnl~ee, Doll conditions, er ~ t~ee hod been ~ovided or stated on sold plans, It Ls recommondud that the basement finished ~ elevaUons be ~t least two feet (2) above the nonnnl pool elevation of any edjoLqing bodies of water, unless a study of facts revenls othefwl~ If during the esoav~tion process any ~'onnd water is witnessed, The SchnekJer Corperaticu shooid be notified In,.med~tnly. The basement aavetion should be roL~ed two feet (2') above tho ground water, end edditionnl construction techniques should be incorporated to alleviate future problems, Note: Sump p~tp(e) to be pl~ced by builder ~ needed. 2 STclewolk to be placed 7' 6'om pr~oe:'ly line, 5' from beck of curb, per plon. Flood Hazard Statement: The accuracy of any flood hazard data shown on this report ts SUDJeC[ to map sc. ate uncerla~nty and to any other uncertainty in location or elevation on the referenced eood thsu~ance rate map, ALL of the within described land DOES NOT LtE within that special floon r~azara zone .~ as said land plots by scale on floou insurance rate map # 180081 0205F for City of Carmel Indiana (maps dated February t9. 2003). DAE: cusTo E., --. FLOOD HAZARD STATEMENT CERIIRCA110N so o3