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HomeMy WebLinkAbout07060156 Site Plan . ?-~ ~~ Schneider The Sclme!der CorporaUOD 8901 otlJ Avenue Historic f.rlllarrlsoD mrtlATlApntia, Indiana .a216-1037 317-826-7100 317-826-7200 fAX EDglIloericg 3urveYiIli WldIoape _ GJS.1J3 GeoIoc' This Plot Plan Prepared For: Arbor Homes Lot # 53 ,containing 19,338 S.F.:!:, in The Trails at Hoyden Run Sec. 1 INSTR. # 200500069468 Cloy Twp, Hamilton County See 20, T29N, R3E 14265 BARLOW ORIVE Westfield, IN 46074 Prepared Date: 06/07/07: By: KAG ( 50'R/W) w > 0::: Cl 3= o --l _ ..!...O' D.&:u.[ 7. ' '" 25-Bi.- ~:~ )2-17.1' FLOOD HAZARD STATEMENT CERnFlCA nON ~ ? o 0_ Note: This drawIng Is based Of! construction plans or record drawIngs, and is not based upon a field survey. The Schneider Corporation does not warrant the accuracy or suffictency of this Informatton. Contractors should verify existing condItions prior to any construction. Any discrepancy found on this drawIng should be reported to The Schneider Corporation immediately; failing to do so results In the contractors assumption of 011 liobUlty. Plot Plan Legend N.t~ []QQ&J Proposed Grades The basement e1evotlon. depicted hereoo, has been determined and based 000.0 Existing Grades on the pad grades and/or contours taken from the constructIon pIons for - 000.0-- Contour Grode this subdivision. Unless stated, no InformatIon about fluctuatIng water * Approx. Lateral location tables. soft conditlons, or soD t)1)es has been provided or stated on soid _ . _ Sanitary Sewer Unes plans. This lot Is located near a body of water. Lot or soD condltlons may _ In' _ Storm Sewer Unes require that the basement floor elevation be held 2 foot aboye normal _ IJ - Water Service Unes pool elewVon. SIte jnW18t1gatlon may be needed If water l3encountered _ _ _ _ _ _ _ Sub-Surface Drain Unes during the eXC<lvatlon process or. If other known wa~er e1evo,tlon or soRs . " h I (S it St) conditions are present. Investigation and any remedIal proce~ures Is at the Man 0 e on ary or ann dlscretlon of the buRd8f to determine and toke appropriate steps of .. Beehive Inl8(t (Storm) ) action. If any ground water Is encountered during exco'o'Otiorj the builder Is III Curb Inlet Storm encouraged to contact The Sdlnelder Corporatlon to discuss possible D End Section (Storm) coursos of octlon, .... Fire H)<Iront - " " " - " " " - Flow line of swaJe Note: Sanitary Sewer Top of Costing Information Upstreom Monhole, TC= 920.84 Downstreom Manhole, TC= 920.55 per record drawing. NOTE: SUMP PUMP(S) TO 8E PLACED BY BUILDER AS NEEDED. LOT # 53 VB # 07.0075254 Note: The contractor Is to maintain 0 minimum distonce of ten feet (10') between the sanltry sewer and water line laterals. ~ ~ =~= " M.H./811 TC:820.55 PER RECORD DRA'MNG , , \ ~ Assumed. North I Scole: 1 = 30 Note: Bu~der to ensure positive drainage away from structure(s). 7.0' P> 71{;- 8 ~ ,\1\\\\\\111111111""1//1< ~~'\ L ~~ #'-\.<:l.......:.....C,f?';~ ~.I~~....G\S T~I?;;.... "Y; ~ ~ ~~.,~ N "'.' ~ ~~ ..'~ 0 0.... ~ , l' 50303 .'.j :: . . % ..... STATE OF./ ~ ~("~...../IvDI ,,~l'-.....~~ff ~;~'...SdR~\7 / Wllllllilllllllllll\\\\\\\ _ _ _ _ _ _ _ _ _ -------- ~ 15' D.E ~ 54.57' ~l. ~,~. \-:, "o~' c,}.< 'ij."o. \~~. \):<-' '/;-,<., ",0{$- '\I- ,,~. \'l. '/)'0 'ij. 'v ~\)~\) ~\~"::''/) ... ~\\ I ~<(. ... \~\)~ I ~. ii I . cr ~~ p '- .., I TYPICAL SWALE SECTION #> ~ / / / / / / / / / 919. This drawing is not intended to be represented as 0 retracement or original boundary survey, 0 route survey, or 0 Surveyor Locotion Report. Flood Hazard statement: The accuracy of any flood hazard data shown on this report Is SlJb ~ to map scale uncertainty and to any other uncertainty In location or elevation on the referenced flood Insurance rote mop. ALl of the within described land DOES NOT UE within thot ",ecld flood hozard zone A os sold land plots by seal. on flood "sirance rat. mop, 18057C02D5F for City of Camel, Indlano (mop'doted Februory 19, 2003). Not~ Per COfTT1~ zoning ordlnoncs 26.1.1 : The resldentlol district limits height to twenty-fl'lO feet (2S'), however o dwelling moy be Increosed In hei9ht to thlrty-fl'lO feet (35') provided the side and rear ~rds are. Increased on odditionol one foot (1') for each one foot (1') the structure exceeds the first twenty-fl'IO reet (25') In height