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HomeMy WebLinkAbout05050195-Site Plantl~ Sdmaaer Coq~raUon e~ia~ Note: s~ot ~ &~es~ ~ ~is drow~g is bused on c~stmcti~ pl~s or rec~d draw~gs, ~e ~o~ ~ ~ ~ ~nd is not based up~ a find ~rvey. ~e S~neider ~p~ati~ ~. ~ ~a-t~ ~ · ~ does not worr~t ~e ~ccurocy ~ ~ffici~cy of this info~etion. 3t?-~-~ ~ Con~ect~s should verify exlst~g ~diti~s pH~ [o ~y ~?-~-~ Y~ c~stmction. ~y discrep~cy f~nd on this drawing ~ould be rope[ed to ~e Schneid~ C~p~eti~ immedietd~ Mling to do ~ results in the c~tract~s essumpU~ of dl lieb~ity. lhb Plot Plan Prepared Fa,:. R.H. of Indiana PROMOENCE AT OLD MERIOIAN - PHAS[ ~ PC ;~ SUDE 442 SEC 26. 118N, RO~ Prepared Date: 05/11/2005: By:. AMA Bu:~(a): IN'VDITORY Sod C~culetions: Conc. Drive = Private WoE = 17 Sod = 59 BY+ . [N~P,[ LOT [~ Proposed Grades 000.0 Existing Grndes ~----000.0---~ Contour Grade __ ~ Approx. Lateral Location ~ · ~ Sanitary Sewer Lines ~ Storm Sewer Lines We[or Service Lines ....... Sub-Surface Drain Lines ~l~nhde (S~iLory er Storm) Beehiw~ Inlet (St~) ~ Inlet (Stem) End S~t~ (St~) Fire H~ont -- ~ ~ Flew Line of swale -- - - Building Line (BL / ....... Eo~[ Line Note: ~nit~y ~wer T~ of ~sthg informati~ UpstreQm Uonh~e. TC= 85~.~ Downstream Manhole, TC= 85~.60 p~ plan. Vb05.0033259 LOCK 14 ! OT 1401 ]/ 1,654 SF /J Assumed North Scale: 1" = 20' DetQ1 of ~ound/Storm Wotec Flow pattern of individual lot. Note: Builder to ensure positive druinege owey from sL'ucture(s). BLOCK A COUUON AREA IRREGULAR A.S.D.&U,E. CURB 18' SD&UE 67.50' NO'E: THIS DRAWING HAS BEEN PREPARED REQUEST BY SCAUNG IUPROVEDENTS SUPPLIED BY Oll'IERS AND DATA FILES. ~RE DATE OF PLOT PLAN BY CUSTO. ER. J 10.2 FLOOD HAZARD STATEMENT CERllFICAllON ~ L~\'L...........~'4'//; ~ i sos°3 } lhh Plot ~Qn Prepared Fac R)iend Homes PROMI)ENC[ AT OLD MERIDIkN - PHASE TWO InsVummt ~ 200,t00118575 2-t8 AMA Note: This drawing is based off censtrucUon plans or record drawings, eno is not based upon a field survey. The Schneider Corporation does not warrant the acourac~ or sufficiency of this information. Contractors should verify existing conditions prior to any construction. Any discrepancy round on this drawing should be reported to The Schneider CorporoUon immediately, foiling to do so results in the contractors assumption of all liability. Rot PlenLegend ~ Proposed ~aees 000.0 Existing Grades _.-----000.0--'-~ Centaur Grade Approx, Lateral Location v ~ W~ter Service Lines ....... Sub-Surface Drain Lines · Idenhole (Sunitury or Storm) Beehive Inle. t (Storm) Curb Inlet D End Sect on (Storm) Rte H~ront ......... Flow Line of swale Buildin9 Line (GL / BSL) Easement Line Assumed North Scale: 1" = ~' BLOCK 14 LOTS 1401-1405 EXISTING IRREG. WIDTH R/W- BLOCK A COI~I40N AREA IRREGULAR A.S,D,&U,E. 8.2' 67.50' A.S,D.&U,E, -~--StONATURE -- DATE ~OF RECEIPT OF PLOT PLAN BY CUSTOMER.