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HomeMy WebLinkAbout07010190 Site Plan ~., Schneider The _ Corporat1Oll Bg()1 otiI j,m:aue _rtcrortJlorriloo "'M....p"'".. Iradlana ~a-t037 317-82&-7100 317-82&-7200 rAI Bocl-iDC SuneJIDI I.ondJoopo ........... Glll'IlS GooIOC)' This Plot Pion Prepored For: Arbor Homes Lot # 51 ,containing 12,507 SJ.f, in The Trails at Hoyden Run Sec. 1 INSTR. # 200500069468 Cloy Twp, Hamilton County See 20, T29N, R3E 3171 WININGS LANE (50'R/W) Westfield, iN 46074 _ J'l:.epared Dote: 12.(29/06 : _ By: KAG Community Ratrictlons: Side Yard -3' min. Roar Yard - N/A Agi''''late = 6 (B.H.) ARBOR HOMES Pad Grade = 921.5 per plan Pad Grade + 1.0' = Garage FIT (922.5) Garage FIT + 0.5' = Rooldentlal FIT (923.0) Rooidentlcl FIT - 10.0' = Besoment FIT (913.0 ) Drlvoway Slape = 6.1~ Note: Tho garage finished fioor ~evctlon Is 2.2' 000... the curb at the drl..., per plan. GROUND COVER CAlCULATIONS: Drl... = 615 SF:!: Public Walk =1,122 SF:!: Prlvcte Walk -103 Sf:!: Seeding = 3,765SF:!: Sod = 6.895 SF:!: , from sod line as shown. NOlI: SU~P PU~P(S) TO BE PLACED BY BUILDER AS NEEDED. Note: The basement elevation, depIcted hnon, has been determntd and based on tne pGd grad.. r6ld/or contours taken from the conltructlon p111l1 for thle 8lJbdMsIon. Unless dated, no .fonTMltlcn abOlt 1Iu.wa1l11 wotO' td>Ios, 001 ",,~tJone, " 001 tjpa has boO' proWled " stated on sold p1C1lI. Thlllot Is located neor Q body of water. Lot ct sol condltlcns may requh thot the bc8ement "00l" e1ewtlon be held 2 foot above normal pool lIIewtlon. Site investigation may be needed If wot.. Is WlcountareddurfngthelXCCJYCltlonproeeaarx If other known water ehmtlon or lIOb conditions are pre:wlt. Investigation ancI any remedial proceO.ns Is at the dlaaetlon of the buldlll' to ctetermn. and take opproprlate stepaofoctlon.lfCllygroundwoterls encountncl dum; txCO'i'lJtJon the bulder I. enccuroged to eantoet The Schneider Corparu1lonIo_passI>IoOOUl1OOo1 aoUan. :!ll i? '-0"' '?;; iO I . I ~ I I I I Plot Plan legend ~ Proposed Grad.. 000.0 Existing Grad.. - 000.0-- Contour Grade * Approx. laterol location - . - Sanitary SowOl' Un.. -11'- Stonn Sewer Una - 'wi - Water Ser;;ce Liles - - - - - - - Sub-Surface Orcin Un.. . ~onholo (Sanitary or Storm) . Beol1l... Inlet (Storm) III Curb Inl.t (Stann) D - _End Soction (Storm) ... flro HjWont - 000 _000 -Flow line ofswale Nato: Sanitary Sewer Top af Costing Information Upstream ~anhol.. TC= 920.B4 Downstrocm Manhole, TC= 920.55 per record drawing. Note: The contractOl' Is to maintain a minimum dlstonce of ton foot (10') between the sonltry sewer and water Ilne laterals. M.H.f811 TC-92ll.55 PER RECORD IlRAlIING 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. Contractors should Yllfify existing conditions prior to any construction. MY discrepancy found on this drawing should be reported to The Schneider Corporation Immediately. faDing to do so results In the contracton assumption of all lIabBlty. LOT # 51 VB # 06.0066454 o ~ ~~~- DetoD of twlcal Storm Water flow pattern for .dMduol Iota. 'pi I I I I --1-.-1 o Assumed North Scale: 1. "" JO' Note: BuDder to ensure posltl... drainage away from .tructure(.). VACATION FOR THE SlULTZ '" ~OND LEGAL ORAlN EASE~ENT DA 11ED JANUARY 9TH, 2D06. 920.3 PER PLlN ----------------------- p1'f::919.95 '-'T PLAN WININGS LANE . 37.0' 27.0' '" ~I . "! \ c r- <:: jl; I '" M 1;j . w > 0::: 0 :--' 0 -l>o ~_. 13 i \ 0 1n --.J 0::: . <C --\ m 5. ' . I PER ~ \ N :..... ~- IDEO< I flOOD HAZARD STATEMENT CERTlFlCA TlON >\II\II\\\III1I1I11I1/I/II/, #~~ L C^ ff.~" ....."""......'" ~~'%, ~ ~~...Ci.G\s TE:~e:.......A~ &~...,~ No O'...;o~ , ( 50303 "J I ~ \. STATE OF',/ jj \<;......!.'YOIAt-\.!:'.....~f ~..,4tJ ........... t'.'\" ~ 't. SUR~ \.~\.# WIII1/1I/1II111\1\1I1I1I1I 0-:- l. P-v This drawing is not Intended ta be represented as a retracornent or orlglnal boundary survey, a route survey, or a Surveyor Location Report. Rood Hazard StotomlSlt: Tho cccurccy of <Sly flood hazard dolo ehown on this report is aubjoct to mop oocIo un_ty <SId to any othO' unaerlo.ty . locclIon " oImtlcn '" tho roforoncod flood Nurcnas rclo map. AU. of tho with. _ l<SId OOES Nor UE withil thot opocId flood hazanl zono A as ocld l<SId plots by occIo on flood .euranco rcts map , 16057C0205F for CIty 01 C<smol, Indl<Sla (mapo dotod Fobrua'y 11. 200J). M.Ilj813 It=92o.84 PER RECORD DRA\Io1NG \ RCU CURS " " APRON " 5' WAU( 70.00' < 16' 20' D.&U.E Dmlt 25' B.L 21. 21.1' 1V<<) CAA 1:1 N GARAGE ~ '" 9.0' S 23000' 4. PORS N .6.00 BASEllENT 0 ~ 0 '8 .... CREsroHE A III FRIl&llSY RESIDENCE SUIolP PllIolP 76.9 61.7 rnm 51.7 1921.0 I 88.39' 1920.81 15' D.E '" .,; 0; ~ TYPICAl SWAlE SECllON Note: POI' Carm~ zonlnl ondInonce 26.1.1 : The rooldontlcl district limits height to twonty-liYo foot. (25), ho....... a d.oIIlng may be ilcroosocI iI holght to thlrty-liYo foet (35') pro'oidod the side <SId roar yards are Incrocsed on cddltloncl ono foot (1') for occh one foot (1) the structure oxcoodo tho fht twonty-fl... foot (25) In height