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HomeMy WebLinkAbout07040015 Site Plan ~~ Schn8ider Note: I This drawing Is based on constructloo pions or record drawings, and Is not basod upon (] field survey. The Schneider CorpOration does not worront the accuracy or sufficiency of this information. Contractors should verify existing condItions prior to any I construction. Any dIscrepancy found on thIs drawing should be reported to The Schneider Corporotlon Immedlotdy. foiling to do so results In the contractors <1SSUmptkm of 011 Ilobnlty. Plot Pion Legend Note: []Q[Q] Proposed Groda The basement eleYCItJon, deplc:ted hereon, has been determined end 000.0 Existing Grades based on the pod grades O1ld/<< contoura taken from the - 000.0-- Contour Grode constructIon prOM for thIs stlbdMslon. Unless stated, no information * Approx. laterol location about fluctuating water tables. soU condItions, or soD t)pe3 has been _ . _ Sanitary Sewer Unes provlded or stated on said pIons. this lot Is located near (] body of _ 81' _ Storm Sewer Unes water. Lot Of soD condItione may requlnl that the oosement floor _ '" _ Water ServIce lines e18YOtlon be held 2 foot maYll nQlTTlol pool e1evatloo. Site In\'lJlltlgatJoo _ _ _ _ _ _ _ Sub-Surface Drain Unes may be needed if water Is encountered during the excavation process . Manhole (Sanitary or Storm) or If other known water elevation or soils conditions are presenl . - Beehive inlet (Storm) InYllstigatJon and any remedial'procedures-ls at ths-dlscrstlonaf-the 91 Curt I I t (St) ooDder to detennlne and toke appropriate steps of action. If any n e arm ground water 18 encountered during excavation the bundel' Is D End Section (Storm) encouraged to contact The Schnelder Corporation to discuss possible ..... FIre Hydrant courses of action. - 000 - 000 - Flow Une of swale TIle _ CorporeUo. 8901 0tiI AftllUI _ric rort IIaniJon ,....IIAnApnll., Indiua 462l6-1037 317-626-7100 317-82lI-7200 ra ~ -- IondIcape lrchltoctun GJ3.1J3 Geoloc1 This Plot Plan Prepared Far: Arbor Homes lot H 13 ,containing 14,344 S.F.:l:, in The Trails at Hayden Run Sec. 1 INSTR. H 200500069468 Clay Twp, Hamilton County See 20, T29N, R3E 3278 'MNNiNGS LANE Westfield, IN 46074 Prepared Date: 03/26/07: By: KAG (50' R/W) Community Restrictions: Side Yard .3' min. Rear Yord = N/A Aggregote = 6 (B.H.) ARBOR HOMES Pod Grade . 920.8 per plan Pad Grade + 1.0' . Garage ffE (921.8) Garage ffE + 0.5' - Residential ffE (922.3 ) Residential ffE - g.O ' . Basement ffE (913.3 Driveway Slope - 4.0% Note: The garage finished floor elevation is 1.7' above the curb ot the drive, per pion. Ground Cover Calculollons: Drive - 961 SFf Public Walk. 1,263 SH Private Waik .75 SF f Seeding = 5,667 SFf Sod. 6.893 SFf , from sod line <3S ~ho..,n REIl~ON " REIlsrn GARAGE DIMEN~ONS 1Il07.0071120 03/28/07 - KAG FLOOD HAZARD STATEMENT CERTIFICATION , , , , , , , 'W :> , :0::: :0 I ::z: :<( ::r: :<( , 0::: 'I-- : 5.0' I : PER PlAN , , , , 30.0' B-B , I I , , I I \ \ I \ \ \ \ \ Note: Sanitory Sew" Top of Casting Information Upstreom Manhole, TC- 920.66 Downstream Manhole, TC. 920.55 PER RECORD DRA\\1NG. Note: The contractor rs to maintain a minimum distance of ten feet (10') between the sanltry sewer and water Ilneraterals. NOTE: SUMP PUMP(S) TO BE PLACED BY BUILDER />S NEEDED. LOT # 13 VB # 07.0070740 93.78' , I ^ I , , , , , I 1 1 1< 1 I , , , , r-.. I r-- , < <Ii , , 0 , , , ~: < ;;I: I , < 3D' L.M.A.E.&D.E. 1918.5 I 77.3' I 919.8 I 85.3' I i I 2~1' F.l I 1:l ~. I~ ;li '" "'. ~ \~ '" 26.4' l6.4' 25.3' - DEll< 54.00 Olr.lPUS B FR~&IISY RESDENCE - BASEJjENT 1:l ~ ~. ~ < "8 20.7 PORCH pJJ ~ ~ =~= ~ Assumed North Scale: 1. = 30' DetaD of t)plcal Storm Water flow pattern for Indlvlduoilola. :p: I I I I Note: BuDder to ensure positive drainage away from structure(s). 14.00 BASEl , , ,"8 \ ............> \ ~ II"...... ');J /.,'" \...~\)...v. 1lFqa1f- T.C..92a.66 PER RECORD ~ 77'--1'1----- '" 25. . V~.~.';l TC=920.55 PER RECORD DRA\\1NG --RCIJ. CURB --- ~\\\\\\\\'I1IIII/I/I/I///// ~~'\c.. l ":..p,I/%.. ($>' '." . 0, '''% #~~'\ ............. 10-~ ~ ...{<:,\S TE~:t""""A~ "'<:::) i""v No O".;c'" I / .'\" ; , 50303 ' ; g ~ j ~ % \. STATE Or./ ~ ~ <'..;......IAtOJ A~\l'-.....~ ff '%, "'4i?.............'.(,," ~ ~14, SUR~ ~~~~ ~"I/I/IfJII/II1I1I1\\\\\\~ '\::l.:- l . Pi1 / ~'" ~~ .Q , ~ / This drawing is not intended to be represented as 0 retrocement or <<./ original boundary survey, a route survey, or a Surveyor Location Report. i_ --- --- T'\"PICAL SWALE SECllON Note: Par Carmel zoning ordinance 26.1.1 : The residential ! district limits height to twenty-flve feet (25'), howe;" o dw.ling moy be Increased In height to thlrty-flve feet (3S') provided th. s~e ood rear l"rds ore inO'eOsed an additionoi ooe foot (1') for each on. foot (1') the structure exceeds the flret twenty-flve reet (25') in height Flood Hazard Statement: The accuracy of ~y flood hazcrd data shown on this report 18 subject to mop acele uncertainty and to any other uncertailty In rocatlon 01' e1eYCIUon on the referenced flood Insurance rate map. ALL of the w1thil described land DOES NOT UE wlthil that spool. flood hozord zone A at sold lond plots by ocole on flood ilsurance r.te mop I 18057C0205F for City of Conn~, indlono (mops doted FobOl'"l' 19, 2003).