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HomeMy WebLinkAbout06040179 Site Plan - ~1 Schneider The Schneider Corporation 8901 0Ull Avenue Historie fort Harrison IDdianapoli8, IDdiana 462l6-1037 317-826-7100 817-8.28-7200 FAX This Plot Plan Prepared For: R.H. of Indiana PRO\1DENCE AT OlD MERIDIAN - PHASE lWO Block' 10 Lot' 1003 Instrument , 200300118575 PC 3, SUDE 300 Replaf Blocks 2-18 Instrument , 200400048644 PC 3 SUDE 442 SEC-26; TlaN, R03E"~' HarnDton County, Oay Twp. 465 Sheets Drive Carmel, IN. 46032 Prepared Date: 04/18/2006 : By: AMA Buyer(s): IN't{NTORY Q'ound Cover Calculatioos: Cone. Drive = 308 SF::i: Private Walk = 17 SF:!: Sod = 25 Sri , ENTIRE LOT TC=853.50 PER PlAN STR.' 808A CERTIFICATION ,,\\\\\\\\lIIIIII/lfI/Ii//1. ,~\~<:: L /l W~ ~ .J . VJ 0; ~~~ .".""..... ;P.0~~ ~ <.."".tG\S TE'~~""""A~ "'c-.."..'~ No 0'.. A<< 11' '5030'3 "')~ , ~ .... STATE OF .... ~ ~ ~ ~ ~ ::::::: /. .::::::: ~(" A',fj.....f.AjOIAt-\!:.....~~ '" "Y'VIl ........"." ,," '-> ti! ~ 1./ SUO\I "' ti! ~/1. l\'t ~# /////Ii'I/IIIIII\\I\\\\\\\\ "-'-'--l~ EDcineeriDc Surveyin& Landscape Architecture GIS.US Geology Note: This drowing is bosed on construction pions or record drowings, ond 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 1000.01 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) IIlII Curb Inlet (Storm) D End Seetion (Storm) .... Fire Hydrant - 0 0 0 _ 0 0 0 - Flow Line of swale - Building Line (BL / BSL) - - - - - - - Easement Une Vb06.0052680 ~ ~ =li5i= ~ BLOCK 10 LOT 1003 1,350 SF Assumed North Scale: ,. = 20' DetaD of Ground/Storm Water. Row pattern of 00 ildividuallol Note: Sanitary Sewer Top of Costing Information Upstream Manhoie, TC= 852.39 Downstream Manhole, TC= 853.50 per plan. R.H. of Indiana Finished Floor ~evation Information Pod Grode = 853.2 per plan Pod Grode + 0.7' = Garage fIT (853.9 ) Garage FFE + 0.5' = Residential FFE ( 854.4) Note: Builder to ensure positive drainage away from strueture(s). 18' S.D.&U.E. Note: The contractor is to maintain 0 minimum distance of ten feet (10') between the san itary sewer and water line laterals. THE UPSTREAM MH TC ELEVATION SHALL BE NO LESS THAN "-0' BELOW RESIDENTIAL F.F.E. BLOCK A COMMON AREA IRREGUlAR A.S.D.&U.E. NOlI: THIS DRAWING HAS BEEN PREPARED PER THE CUENT'S REQUEST BY SCALING PROPOSED IMPROVEMENTS FROM CONSlRUCTlON PLANS SUPPLIED BY OTHERS AND NOT ELEClRONIC DATA FILES. - SIGNATURE DATE ~ iA TURE REPRESENTS CONFIRMA llON OF RECEIPT OF PLOT PLAN BY CUSTOMER. '-j Schneider This Plot Pion Prepared For: R.H. of INDIANA PROVlDENCE AT OlD MERIDIAN - PHASE 1WO Instrument # 200300118575 PC 3, SUDE 300 Replat Blocks 2-18 Instrument # 200400lJ.48644 PC 3, SUDE 442 SEC 26, llaN, R03E Oay Twp., HamBten County Carmel, IN. ~032 Prepared-Date: 04118/2006- :-By: AMA 1<::853.50 Pffi PlAN SIR., 808A . The Schneider Corporation 6901 0Ua: A.venue HiItoric fort. Honiaon Indl4napolls, Indiou l62l8-la37 317-826-7100 317-828-7200 FAX If) ~( - j y 0 -2 c; t L Note: (/\ / I I This drawing is based on construction plans or record drawings, and is not based upon 0 fieid survey. The Schneider Corporation does not warrant the accuracy or sufficiency of this information. Contractors should verify existing conditions prior to any I construction. Any discrepancy found on this drawing shouid be reported to The Schneider Corporation immediat~y. foiling to do so resuits in the contractors assumption of oil liability. ! ~ Sumllnl LondJoape ArchItocture GIS'US GoolOCl' Plot Plan Legend [QQQJU Proposed Grades 000.0 Existing Grades _000.0- Contour Grode * Approx. Lateral Location - . - Sanitary Sewer Lines - If - Storm Sewer Lines - 'oJ - Water Service Unes - - - - - - - Sub-Surface Drain Lines . Manhole (Sanitary or Storm) -. Beehive Inlet-(Storm) IlIlI Curb Inlet (Storm) D End Section (Storm) ... Fire HjOrant - 0 0 0 _ 0 0 0 - Flow Une of swale - Building Line (BL / BSL) - - - - - - - Easement Une ~ ~ =li0J.= ~ Assumed North Scale: " = 30' " '.0 BLOCK 10 LOTS 1001-1006 TC:853.5O PER PlAN SIR.' 808A SIGNA TURE DATE ~ liGNA TURE REPRESENTS CONFIRMATION OF RECEIPT OF PLOT PLAN BY CUSTOMER.