Loading...
HomeMy WebLinkAbout06080043 Site Plan ~~ Schneider Note: This drawing is based on construction plans or record drawings, and is not based upon a field survey. The Schneider Corporation does not warrant the accuracy or sufficiency of this Information. Controctors 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 all liability. The Sclmoldor Corporation 8901 0ti8 ATeDue BiItoric Port BarriIlon 1ndlanapo1iJ, !ndImI 48216-1037 317-1126-7100 317-1126-7200 FAX ~ SuneJU>I Lan_pe Arcl1Itecb>ro GJ3.JJS GeoJocy This Plot Plan Prepared For: Arbor Homes Lot # 54 ,containing 19,338 S.F.:!:, in The Trails at Hayden Run Sec. 1 INSTR. # 200500069468 Clay Twp, Hamilton County See 20, T29N, R3E 14268 BARLOW ORIVE Westfield, IN 46074 Prepared Date: 06/19/06: By. KAG Community Restrictions: Side Yard =3' min. Rear Yard = per plan Aggregate = 6' (B.H.) Arbor Homes Finished Floor Elevation Information Pod Grode = 921.4 per plan Pod Grode + 1.0' = Garage m (922.4) Garage m + 0.5' = Residential m (922.9) Residential m - 9.0' = Basement m (913.9) Note: The garage finished floor elevation is 1.4' above the curb at the drive, per plan. Note: The basement elevation, depicted hereon, has been determined and based upon the pod grades and/or contours token fram the construction plans for this subdi~sion. Unless stated, no infarmotion about fluctuating water tables, soD conditions, or soD twes has been pro~ded or stated on said plans. It is recommended that the basement finished floor elevations be at least two feet (2') above the narmoi pool elevation of any adjoining bodies of water, unless 0 study of facts reveals otherwise. If during the excavation process any ground water is witnessed, The Schneider Corporation should be notified immediately. The basement elevation should be raised two feet (2') above the ground water, and additional construction techniques should be incorporated to olle~ future problems. LOT # 54 VB # 06.0055543 Detail of t)\lICO Storm Water flow pattern for Individual lots. Plot Plan legend ~ Proposed Grades 000.0 Existing Grades - 000.0-- Contour Grode * Approlt. Lateral Location _ . - Sanitary Sewer Unes - If- Storm Sewer lines - IJ - Water Sell'ice l1nes - - - - - - - Sub-Surface Drain lines . Manhole (Sanitary or Storm) . Beehive Inl.t (Storm) 11III Curb Inl.t (Storm) D End Section (Storm) .... Fire Hydrant - 0"" _ <> <> <> - Flow Une of swale ~ ~ =~= ~ Assumed North Scale: I" = 30' h h h~ /1 :.. I I 1 I I (50'R/W) Note; Builder to ensure positive drainage away from structure{s). GROUND COVER CAlCULATIONS: Drive = 740 SF:!: Public Walk = 184 SF:!: Private Walk = 72 SF:!: Seeding = 12.535F:!: Sod = 4,302 SF:!: , even with the rear of house. I Note: Sanitary Sewer Top of Costing Information Upstream Manhole, TC= 920.84 Downstream Manhole, TC= 920.55 per record drawing. Note: The contractor is to maintain a minimum distonc. of ten feet (10') between the sanitry sewer and water line laterals. ~.H.1811 t TC=920.55 PER RECOR ORAI\1NG . .c. NOTE: SUMP PUMP(S) TO BE PLACEO BY BUILDER AS NEEDEO, "': N m -l'- !=' Cl C>. ~. ~ . ~. oet TYPICAl SWALE SECTION \1111\\\\\111 1 Illll//I//i// '........ #~\~ L. C. /II~ " ~ ~" ,......".... :,.p/ij;% ~ ~~..'G\S Tc.-f;l'....~.oI %:: '-----------""" <..~...~ N ~O"':..o<< "'~".~ 0 ..,,<< 15' D.E !# ~....~ . ....,...,~ ~ I ' S0303 ) I % '. STATE OF ..... Z ~ /'. '.' ~ ~(" 4~>!.IvOIA~!>...~# ~7/,/, ............'(-l'-> ~ ~ II SUO'! \. ,,~ ~//!/, 1\ ~ ~\~~ Y/lf/I//I/III 1 11111\1\\\\\ -G'-lr-v Note: Per Carme zoning ordlnanc. 26.1.1 : Th. resid.ntlol district limits height to twenty-five feet (25'), how.ver o dweling may be increased In height to thirty-five feet (35') provided the side and rear )'CIrds are increased on additional one foot (1') for each one foot (1') the structure exceeds the flrst twenty-five feet (25') in height Thi!$ drawing is not iltended to be represented os 0 retrocement or original boundtw"y survey, 0 route survey, or Q Surveyor location Report. Flood Hazard Statement The accuracy of any flood hazcrd data shown on this report Is subject to map scale uncertainty CI'Id to ooy other uncertanty n location or elevation on the referenced flood insurance rate map. ALl of the withil described land DOES NOT UE wlthrn that special flood hazard zone A as sold land plots by scaI. on flood ."'ronce rot. map # lB057C0205f for City of Corme, Indiana (map. dated February 19, 2003). 54,57' C,A. #3 VAR D.E.&S.S.E. & L.M.A.E.&P.I.E.E. POND #2 N.P. = 915.86 100YR = 917.78 919.3 RE'.1SiON " RE\lSED STOOP TO BE DECK W06.0057342 06/30/06 - KAG RE'.1SiON #2 REDRAW NEW HOUSE ~OOEl W06.0057625 07/D7/06 - KAG RE'.1SiON #J RE'.1SED HOUSE PER FAX W06.0057674 07/10106 - KAG