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HomeMy WebLinkAbout06050144 Site Plan \ \ ; ~!'. ~~ Scmeider This Plot Pion Prepored For: SDver Thome Homes Lot # 24, containing 16,504 S.F.f, In Aberdeen Bend Subdl~sion . Instrument' 200500066134 P.C. # 3, Slide I 739 HAMILTON COUNTY, CLA Y TO~SHIP 12864 BiRKENSTOCK STREET (50' R/Yf) Corm~, IN 46074 Prepared Oote: 05/03/06 : By. KAG Note : The goroge finished floor elevation is 1.8' above the curb at the drive, per plan. Ground Cover Calculations: Drive = 1,531 SFf Public WoIk = 415 SFf Private Woik = 227 SFf Seed = 6,150 SFf Sod = 6,416 SFf, from rear of home. The ScImoIder Coll<>ntto. BiOI OUI AnIl1l8 m.loric fori _. In.n.....pnlH. IDdiana 48216-1037 317-e-nOO 317-ll28-7200 flJ ~ - Londocapo AzcllItoctun GIS 'US c.oIoc1 Note: This drawing is based on construction pions or record drawings, and 15 not based upon (I field survey. The Schneider Corporation does not warront 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; foning to do so results in the contractors assumption of 011 liability. LOT# 24 VB06.0053670 ~ ~ =~= ~ Assumed North Scale: I' = 30' Community Restrictions: Side Yard = N/A Reor Yard = 25' Aggregote = 30' Zoning = SI SDverihome Homes, LLC. Finished Floor Elevation Information Pod Grode = 917.8 per plan Pod Grode + 1.0' = Garage FIT (918.8) Gar.ge FIT + 0.5' = Residential FIT (919.3) Resldentiol FIT - 10.0' = Basement FIT (909.3) s '" 0; ~ n <~ !<i'"" oS! c!<i ~r; ~ ~ ~ :,.. c.Jl ..: . "~lll ~ ",';>'<1' ~1:j4.00''''- .. ~..:s.oo'~ a::: ~~~ !:lIM~)j b~ ~. ~n "" 20.67 8 11 "" ri l.i\ Plot Plan Legend [W] Proposed Grodes 000.0 Existing Grades ___ 000.0--- Contour Grade * Approx. Loterol Locotion - . - Sanitary Sewer lines _ ., - Storm Sewer Unes - v - Water Service Unes ..:.. - - - - - - Sub-Surface Drain Unes . ~anhole (Sanitory or Storm) . Beehive Inlet (Storm) 11II Curb Inlet (Storm) D End Section (Storm) ... Fire Hlllrant -...... -...... - Flow line of swale Note: Sanltory Sewer Top of Costing Informotlon Upstream ~anhole, TC= 916.30 Downstream ~anhole, TC= 917.40 per plan. Note: Tho contractor is to maintain 0 minimum distance of ten feet (10') between the sanitary sewer cnd water Jlnelaterols. !Jl 25.0' 37.6 ~ ,; ~ ~ 37.4' 44.0' FLOOD HAZARD STATEMENT The accuracy of any flood hazard data shown on this plot pion Is subject to mop scole uncertainty and to any other uncertainty In location or elevation on the referenced flood Insurance ,ate mop. ALL of the within described land DOES NOT UE within that special flood hazard zone A os s.ld land plate by scale on cammunltr-pan~ # 18057C020SF of the flood Insurance rote mops for Fish..... IN (mops doted Feb. 19. 2003). I I \ I \ \ ~\ ~3 '2 \ 'fie.. \ \ ~~ \ \ 1:\ ~.H."08 TC=916.30 PER PLAN FLOOD HAZARD STATEMENT CERllFlCA 1l0N oJ ui 1-' ui ui'" I~~ "'1n '" Co ~i in 1!l1 10 ;:I; d g I'" 16.0' Oetol of t)p1col Ground Water flow pattern for Indlvldualtots. [J1J. Note: Builder to ensure positive drainage away from structure(s). JO.O' B-B 4.0' PUll OJ ::::0 ^ ['T1 :z: en ~ o (") ^ en ~I ::::0 I ['T1\ ['T11 ~I \ \ \ \ \ \ ;\1\\1\\\\\\1111111111////1. #1\' ~ L C, Y10% #~ .....:... fh~ ff t..~",'~G\S T~~~"..."'A~ ""c::;-"i(- No oO';.o~ , ( 50303 ...\ , ~ : : ~ % \. STATE OF ./ ~ ~ /.... ....~~ 0~~ '..IIvOI"~""'" \S ~ ~ ',.'" ", ~ ~ '1tJ ..."...... C~ ~ ~4//, SUR~ \..~~# Y/i//iIliIliIIIIl\l\\\\lI," Oc-l~