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Home My WebLink About06020110 Site Plan Wl.,= .. :t Sdvleider Tbe Schneider Corporation 8901 ot.iI Avenue HiJtoric fort HaniJon Indianapolla, Indiana 462l6-1037 317-826-7100 317-626-7200 FAX ~eerIng -- Landscape Architecture GIS'lJS Geology This Plot Plan Prepared For: R.H. of Indl a Lot # 238 , containing 12,230 S,F,t, in Cla)boume SectIon, J INSlR. , 200400080247 P.c. , J. Slide , 5JJ Hamnton County. Clay Twp See 30. T1aN. ROJE 4058 Teague Place Carmel, IN 46074 Prepared Date: 02/15/06: By: AMA Proposed Buyer(s): Simon & Tracy Townsend P1otPlooLllQeOd (50'R/W) cm;Q] Proposed Grades 000,0 Exlsthg Grades _000.0- CootOtJr Gracie * Approx. lateral location - . - SonltlrY Sewer liles -.- Storm Sewer lXIes -IJ-WaterServlceUnes - - - - - - - Sub-Surface Drain lines . Manhole (Sonltory 01: Storm) . Beehl" Inl.t (Storm) III Curt> Inl.t (Storm) o End Soctlon (Storm) .... fire Hydrant - 0.. -... -Row line of swole - - Bulding Un. (Bl / BSl) ------- EosementUne Community Restrictions: Side Yard = 5' Rear Yard := 20' Aggregate = 10' (RH,) Zoning = Sl Note: Sanitary Sewer Top of Costing Informotion Upstreom Monhole, TC=912.94 Downstreom Monhole, TC=912.73 per record drawing R.H, of Indlono Finished Floor Elevation Information Pod Grode = 914.5 per pion Pod Grode + 0.7' = Gor0ge FfE (915.2) . Goroge FfE + 1.5' = Residentiol FfE (916.7)~~ Resldentiol FfE - 9,0' = Bosement ffE (907.7 , j 0\'( Note : The garage finished tloor elevation OP ... :" is 2.7' above the curb at the drive, per plan. TYPICAL SWALE SECTION Note: Sump pump(s) to be placed by builder os needed. 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 verify existing conditions prior to any construction, Any discrepancy found on this drawing should be reported to The Schneider Corporotion immediotely; foiling to do so results in the contractors assumption of all liability. Note: The basement elevation, depicted hereon, has been determined and based upon the pad grades and/or contours token from the construction plans for this subdivision. Unless stated, no information about tluctuatlng water tables, soli conditions, or soli twes hos been provided or stoted on soid pions. It is recommended that the basement finished tloor elevations be at least two feet (2') above the normal pool elevation of any adjoining bodies of water, unless 0 study of facts reveoJs 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 alleviate future problems. Vb06,0049079 o Lot # 238 ~ =~= o Detail of Groond/ Storm Water flow pattern for lndividuollots. I I /~I/I I I I I Assumed North Scale: I" = 30' Note: Builder to ensure positive drainoge oway from structure(s). PLEASE NOTE THAT THE STRAIGHT UNE SLOPE Of THE DRIVEWAY FROM THE GARAGE FINISHED FLOOR ElEVATION TO THE TOP OF THE CURB AT THE CENTER OF THE DRI\1::WA Y EXCEEDS 5~ AS PROPOSED, THIS SLOPE IS BASED ON THE REQUIRED MINIMUM GARAGE FINISHED FLOOR ElEVATION AND THE EXISTING TOP OF CURB ELEVATION. Ground Cover Calculations: Drive = 1,241 SFi Public Wolk = 307 Sri Private Wolk = 203 SF i Hydroseeding =4,531 SFi Sod =433 SYi, from Rear of residence. -- Sidewalk to be placed l' from property line, 4' from bock of curb, per plan. Note: Per Carmel zoning ordinance 26.1.1 : The residential district limits height to twenty-five feet (25'), however 0 dwelling may be increased in height to thirty-five feet (35') provided the side and rear yards are Increased an additional one foot (1') for each one foot (1') the structure exceeds the first twenty-five feet (25') in height. Note: The contractor is to maintain a minimum distance of ten feet (10') between the sanitary sewer and water line laterals. ~ ..; a; FLOOD HAZARD STATEMENT CERTlFICA TlON ""1"\\1\\111111/1/1/'",1. ~II'S L cl~ ~:""~"''''''':''.....''''.0~ ~ ~,,'~G\S Tf"I?.i.....o/"A~ ~c::::,..'~ No 0......<'''' , ( S0303 ) , :;:; ~ : ~ % \. STATE OF ..... iff '" <," .'::::::- ::::::: '. / to.. .' <'l. ~ ~ ~ ....:'\tOIA~~.-... ~~~ '%; '4t; ,,"......... \: '\" ~ ~ijl. SUR~ \,~\~# "1/'1/1/11/111111\\1\1\11' -\.:l.:- l . ff1 2. 12.0' . ----- --- - Iv <;::>. :::? . ~~-- V'U Rou. ClJRB \=91~ .-------__ ~[A CUr p,;- ~.O' - ~--~-~-_ ~_ L.A C[ B ". -- ::--~ ----- --..;::-- ". -- - -- 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 elevation on the referenced flood insurance rate map. ALL of the within described land DOES NOT lie within that special flood hazard zone AE as said land plots by scale on fI i r te m 0 F f r h i rm In i r 9 0 ~GNA lIIRE : DA IT: ~GNA lIIRE REPRESENTS CONFlRMA ~ON OF RECEIPT OF PLOT PLAN BY CUSTOlIER.