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HomeMy WebLinkAbout06080020 Site Plan ~~ ch1eider The Sclmolder CorponltloD B9D1 otis benue Historic rort Harrison 1",11011"",11I. JndlaDa f82l6-1037 317-828-7100 317-828-7200 fAX 1D&Ineerin& -."., LendJcape Arcll1tecture GIS'US Geolo" i"' \ "' \ '0 \ ~\ o. ~\ 4.4.3J %\ ~ .'" \,~_ ",_ 'ljll!~, o \ ~ ~~ ~\ O. \25.0' \25.rJ \ \ \ \ \ ~ L____ \B 10.0' Plan Prepared for: Idge Custam Hames I 7. containing 15,255 5.F.:I:, In ge of Weatday IIan I 9002 'Ument I 200600017010 I 4. Slide I 47 , Twp. HamUton County ,28. llBN. RJE 54 Abercom Street (30' R/W) nel, IN 46032 Jared Date: 07/27/06 : By. .1<1 nunity Restrictions: Yard = 5' Yard = 25' !gate = 15' ,g = R2 : The garage finished floor elevation r above the curb at the drive, per lr is to grade side )Urd awole odes shown on this plan. If builder Jble to achieve positive drainage away proposed structure. the engineer sholl Intocted. builder is not to deviate from s shown on this pion without the consent th the The Schneider Corp. and Brenwick Dev. 8LOCK '0' COMMONS QUACK POND NP = 893.1 100 YR = 896.9 OU&SE INV=89J.D1 PER RECORD ORA~NGS o If of water top to be restored s' original condition prior >nstruction. Jlor bock fill suggested r driveway at sanitary sewer JI trench, water line trench any other excavated areas. tuation occurs) :ion of utilities on plat plan leneral locations per plan 3hauld be verified in the field. (secondar! areas - Westday) height: 35 on lots 100' and larger ve line) 3D' 00 less than 100' coverage: 50% (primary areas - Westclay) height: 3D' -up line: 2 stories coverage: 50% elevation shown is per plans s not the os-bunt elevation. nformation for the elevation ence between the primary finished elevation to the top of basement and to the basement finished floor pro~ded by the client. CHAIRBACK CURB .... ~\ ~ ~ N 0.6' 152.97' all N '" "0 0 16.0' d a> '" N ~ \ \\ .. * I \ : \ : ~---- \~ '---19.6 -\ 10' DU&SE '~n__n_ Plot Pian Legend I]QQ;Q) Proposed Grades 000.0 Existing Grades __ 000.0-- Contour Grode * Approx. lateral Location - . - Sanitary Sewer Lines -" - Storm Sewer lines - IJ - Water Service Lines - - - - - - - Sub-Surface Drain Lines . Manhole (Sanitary or Storm) . Beehive Inlet (Storm) IlIII Curb Inlet (Storm) D End Section (Storm) ... Fire Hjdrant _ 000 - 000 - Flow line of swole - Building line (BL / BSL) - - - - - - - Easement line Note: Sanitary Sewer Top of Costing Information Upstream Manhole. TC=903.62 Downstream Manhole, TC=901.65 per record drawings. Finished Floor Elevation Information Pad Grade = 904.5 per plan Pad Grade + 0.3' = Garage FFE (904.8) Garage FFE + 1.0' = Residence FFE (905.1) Residential FFE - 10.0'f = Basement FFE (895.1) 900.3 25.6 25.0' rn I I I L, ----------, I I L ~1n~ ~ 15!i!i 9 iff::!:l I I 19.r. ~ .~ 9 0.3 150.71' --------- This plot pion was prepared based on information taken from record plats, subdivision plans, record drawings and plans provided by client. It is the responsibility of the contractor to verify site conditions prior to construction and notify The Schneider corp. and Brenwick Development of any discrepancies. All mud in streets from trucks leaving lot to be cleaned at the end of each day. Strow bales and silt fence to be used where needed to keep mud off of streets and out of storm sewers. All service laterals crossing at curb are stamped: SA= Sanitary Sewer SS= Subsurface Drain W= Water Area of water top to be bock filled with granular material to within 10- of tap of curb. ;l ~m\ JC:90J.62 PER RECORD , ORA~NGS .N LO 'N .n "" BLOCK '8' r- COMMONS ~ 0 \ >> en ABERCORN GREEN DU&SE -.~~i .- LOTH 7 VB06.0058750 ~ ~ =~= ~ Assumed North Scale: l' = 3D' i "g t;j <: ;!;; -0 n ......... ~~~ \ u:J2) o ~'\~ ~cJ> '? -1 g: ;:0 r'I ~~ g '5 "'''' 15.r N07E: CONTRACTOR TO MAINTAIN A 10 FOOT SEPARATION BETWEEN THE SANITARY LATERAL & WATER LATERAL ~ lYPlCAL SWALE SECTlOI Oeton of Ground Water flow pattern. I I 1J-1v1 101 I I \ 1 Note: Builder to ensure positive drainage away I structure(s). \. . " srnl 474 TC=9D1.65 PER RECORD ORA~NGS This drawing is not intended to be represented as 0 retrocement or original boundary survey, a route survey, or a Surveyor Location Report. I, Dennis L. Grumpp, duly licensed land Surveyor, Indiana * S0303, do hereby certify that In my opinion. if the finished grades are constructed os shown, the Surface Drainage on the subject lot, will be satisfactory for Residential Construction. ,\I\lIlIllIilllll/I/I/III/1. ,#\'c: L /l V~% ~ ~\.:;) 'V'P~ ~ ~ .." ............. 'TI~,*, ~ ~"'i ,." \S Tt~.... ~ ~ <..~.."-G 'T~'. t"......:;:::: &r-...~...q..v No "o'....~'% (~ S0303 ) j ~ '. STATE OF.. ~ ~ /..... .....<\. ~ ~'C A' ...!...yDrA~~'" ~~~ ~-14tJ ....".......(''>~ ~~/!. SUR~ \-~\~# V///I/I//II/IIIIIIIII\\\\I' '\.:>..c- L . r-v