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Home My WebLink About07050051 Site Plan ..~ 1'he Schneider Corporation 8901 otiJ Avenue Historic fort Harrison lndian4polJs, Indian4 46216-1037 317-826-7100 317-826-7200 FAX EDgIn....." SW"eyin& Landsca.pe Architecture 013 -US GtIolog)' (50'R/W) REV 1 REVS!]) PER W, 1ll07.OO73262 5-3-07 SKN ..., <Ii -lI ::; ci ~Q) 0; 0; a a c:; "i- - f / 1 / / / -/ --1 ..., <Ii -lI ::; ci !!? Note: This drawing is bosed on construction plans or record drawings, and is not based upon 0 field survey. The Schneider Corporation does not warrant the accuracy or sufficiency of this information. Contractors should verify existing conditions prior to any construction. Any discrepancy found on this drawing should be reported to The Schneider Corporation immediately; foiling to do so results in the contractors assumption of 011 liability. Plot Plan Legend Note: [QQ[[J Proposed Grades The basement e1eo",Jtion, depicted hereon, hos beefl determined and based 01 000.0 Existing Grades the pod grades and/or contours token from the construction pIons for this - 000,0-- Contour Grode subdivision, Unless stated, no Information ebout fluctuetlng weter tebles, sol * Approx. lateral locatIon conditions, or soR t)1les has been provided or stated on ooid plans. This lot _ . _ Sanitary Sewer Lines fs located near 0 body of water. Lot or soil conditions may require that the -IT- Storm Sewer Lines basement floor e1evotion be held 2 foot above normal pool e1evotlon. Site _ 1,/ - Water Service lines InvestigatIon may be needed Jf water Is encountered during the excovation _ _ _ _ _ _ _ Sub-Surface Drain Lines process or If other known water elevation or soDs conditions ore present. . Manhole {Sanitary or Storm} Investigation and any remedial procedures is at the dlsCf~tlon of the buRder . Beehive Inlet {Storm} to determine and toke appropriate steps of action, If any ground water is ID Curb Inlet {Storm} encou~tered during excoVQ~ion the buRder is encouraged to contact The D End Sedlon (Storm) Schneider Corporation to diSCUSS possible courses of action. ... ~re Hydrant NOTE: - . . . - . . . - ~ow line of swole LOT # 41 SUMP PUMP(S) TO BE PLACED BY BUILDER AS NEEDED. VB # 07.0072997 Note: Sanitary Sewer Top of Casting Information Upstream Manhole, TC= 919.38 Downstream Manhole, TC= 920.46 per record drawing. Note: The contractor Is to maintain 0 minImum distance of ten feet (10') between the sanltry sewer and water line laterals. /73.7' / / 1 / / 20.6' SOO 14.00 DetaD of t~icol Storm Water flow pattern for Individual lots. ~ 1 ~ I \ I ~ I \i'-Y I I~\ ~ ~ u =~= ~ Assumed North Note: Builder to ensure Scale : 1. = 30' positive drainage away . ~om ,tructure(s). ~ TYPICAL SWALE SEC'TlON Note: Per Carmel zoning ordinance 26.1.1 : The residential district limits height to twenly-five feet (25'), however o dwelling may be Increased in height to thirty-five feet (35') provided the side and rear yards are increased on odditlonol one foot (1') for each one foot (1') the structure exceeds the first twenty-five feet (25') In height ~ 81. ,..; 8 '!j 25.0' This Plot Plan Prepared For: Arbor Homes Lot # 41 ,contoining 15,611 SJ.:I:, in The Trails at Hoyden Run Sec. 1 INSTR. # 200500069468 Cloy Twp, Hamilton County See 20, T29N, R3E 3180 FERRELL ORIVE Westfield, IN 46074 Prepared Dote: 04/30/07: By. KAG Community Restrictions: Side Yard =3' min. Reor Yord = N!A Aggregote = 6 (S.H.) ARBOR HOMES Pad Grade = 920.4 per plan Pad Grade. + 1.0' = Garage FIT (921.4) Garage FIT + 0.5' : Residential FFE (921.9 ) Resldentiai FFE - 9.0 ' = Basement FFE (912.9 ) Driveway Slope = 4.1 % W~ Note : The garage finished fioor elevation C.~~ 1/.S.S.t.. Is 2.9' above tho curb at the drive, per ,,~I' \). i 1/.t' ~:i.:i.. plan. 1/. I...\.\'~' . ~'l GROUND COVER CALCULATIONS: ?O\\\) g\ ,:>.61', Drive = 1,266SH \\.t'. "'_9\1.16 Public Walk = 739 SF:!: \OO'{$ - i, Private Walk =187 SF:!: ~9:) Seeding =6,160SF:!: "5 / ./ Sod = 6 042 SF:!: , ' $. ./ even with the rear of house. 1 \'> ./ f 1././ _/ ./( /-- / / / / / / / I / / / 1 / / 1 1 / / / -I -L- U.H~-. -- ~r,~k /1---- PER RECORD DRA\\\NO .. n THREE CAR GARAGE CONC ORIVE // /././ ,/ ,/ ....- ....- -- . c,,91a57-------- APRON FLOOD HAZARD STATEMENT.:/ --::' ---------_____ ___- ------- 30.0' ...-/ CERTIFICATION -II _ r---- PER PlAN ROll CUR ------ ElEV-919.0 B-B"""-""- \\\\\\\\\111111111I/1/1/1111' c,,91857 ___ PER PlAN ___ ,,,,\\ L II,'", . ---- #~ ~~.......:.....P~ ~ -- -~~_ ---, #~~,~rj\SNTE:I?~f'~~-- --------____ FERRELL DRIVE / / '" <::::::. .. '<- 0 '. ;<> '" :::::-- . --- -- ------- "':' - ". '" ":::::-- ------ ~".-:::;::::---- I i 50303 ] I ~ ::::::::::-::::-:-------~-----=- ,,~ % \. STATE OF .f ~ C.A. #2 ~ /' . ~ SSE '%, ~ -i.....!IvOI A\'ll';......~ $ VAR D.U.& . . . ~ ~ "'S"'U"'ii\i\~ # & L.M.A.E.&P.l.E.E. ~//' 1\' ,,#, POND #1 ZIII//liIl1ll1l11\\\\\II\\\ N.P. = 914.40 k jf) 100YR = 917.64 ~l'lljl --- -- >- ~ 2.orJ 12.0' -. U.H,1800 I TC=920.~ PER RECORD DRA\\\NO This drawing is not intended to be represented os a retracemen~ or original boundary survey, a route survey, or a Surveyor Locatian Report. flood Hazard Statement: The accuracy of any flood hazard data shown on this report Is subject to map scale uncertainty and to any other uncertainty In location or e1evotion on the referenced flood insurOllce rate map. All of the within described land DOES NOT UE within that special flood hazard zone A as sold land plots by scale on flood Insurance rate map' 18057C0205F for City of Carmel, Indiana (maps doted Februory 19, 2003).