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HomeMy WebLinkAbout04120020 Site Plan ~., Schn8ider This Plot Plan Prepared For: SO"" Thome Homes Lat I 9, cantalnlng 23,266 5.F.:!:, In Sedgwick Instrument I 2002000855887 P.C. I 3, Slide I 87 SElXEllCK LANE (SO' RfW! Prepared Date: 11/17/04 : By. SI.B Community Restrictions: Side Yard = 10' Rear Yard = 20' Aggregate = 30' finished Floor ae_ Information Pad Grade = 917.2 per plan Pad Grade + to' = Garage FIT 918.2 Garage FIT + 0.5' = Residential FIT 918.7 Note : The garage finished floor elevation is 3.1' above the curt> at the drive, per plan. Sod Calculations: Onve = 1,597 SF:!: Public Walk = 54J SF:!: PrIvate Walk = 193 SF:!: Seed = 9.574 SF:!: Sod = 9,042 SF:!:, from rear of home. 913.7 I 1914.8 I I I 10.,' 8 :;! ci b ~ '" I I I I I I I I 11912.6 1 1912.4 1 Plot Plan leqend [mJ Proposed Grades 000.0 ExIsting Grades _ 000.0- Contour Grade * Appro.. Lateral location - . - Sanitary Sewer Unes -ar- Storm Sewer lines - " - Water Ser.lce lines - - - - - - - Sub-Surface Drain lines . Uanhole (SanHary or Storm) . Beehive Inlet (Storm) III Curt> Inlet (Storm) LOT# 9 D End Section (Storm) - ......... -~ ~l swale VB04.0025988 o ~ =~= o Aesumed North Scale : 1- = -40' Illo _ CoIporaIIao BII01Ot11l_ _ Fort_ "'...-....... IDdllma 482l1-1037 317-828-7100 317-828-_ rAI ....-. ....,... LIDdooopo --. ms'llll CleoIoc1 Note: Sanitary Sewer Tap of Costing Information Upstream Uanhole, TCa 915.80 Oownstream Uanhole, TC= 91120 per record dwg. Nate: Builder to ensure pasijiYO drainage away from structure{ s}. ~ I ~; ~ ~ 187.f7' FlOOD HAZARD STATEMENT The accuracy of any flood hazard data shown on this plot plan is subject to map scale uncertainty and to any other uncertainty In location or ele_ on the referenced flood Insurance rate map. All of the within described land DOES NOT UE within that special flood hazard zone A as said land plots by scale on community-panel I lBOOBO 02D5F of the flood insurance rate maps for Fish.... IN (maps datsd Feb. 19, 200J). Note: This drawin9 Is based on construction plans or record drawings. and Is not based upon a fleld survey. The Schneider Corporation does not wanrant the accuracy or sufficiency of this information. Contractors should YOrlfy existing condijions prior to any construction. Any dlscrepancy found on this drawing should be reported to The Schneider Corporation ImmecflOtely. failing to do so results In the controctors assumption of all liability. Nole: Per HSE (Hcrnltan South E03tern) 'Slandards tor Design CI1d ConslruclIon of BuDding Sewers', the lowest elevation to hove gmIty sanllory eerW:e is to be a minimum of one foot (11 abo.. the lowest lop of cosliIq elevation of either the fhl upslrecrn or downstream manhole CI1 the pubI~ ...... ejStern to wh~ the CCI1OecIfon Is to be mode. Oelol of !)pied Ground _ftowp<rtlemtor ndMduol Iota. :M: 'H' I I DONEGA[ CIRCLE " I .. , I , I I , I I , ~ ~ -.J G ;E t5 a- bi - --~,--------- 1',J2-,