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Home My WebLink About05080183-Site Plans : R.H. of INDIANA ia':RIDIAN - PHASE 1~0 18 PC 3 SUOE 442 SEC 28, TI8N, RO,![ Prepared Date: 08/05/2005 ~ C~rt~mtte= ~ Otb ~v~ ~ ~is ~o~hg ~o ~ ~ ~ ~ and Is not b~d ~. ~ ~e-l~ ~ .~ docs not w~t ~he =ccurocy or suffici~cy of ~is in~oti~ at~-~-~ ~ C~ct~s should ~ify existing conditions pri~ to ~y a?-~-~ ff~ cons~cti~. ~y di~r~cy f~nd ~ this dr~wag ~ould be r~t~ to ~e ~hnei~ C~poreti~ ~mNi=td~ felling so results in the c~troctors ocsumpti~ of dl I~ility, : B~ AMA Plot Plen _Lo end_ ~ Proposed ~odes 000,0 Existing Orodes ..~--000.0----~ Contour Grade Approx. Laterol Location · .-----* Senttory Sewer Lines · --~.m'---.--. Storm Sewer Lines v ~ Woter Service Lines ..... Sub-Surface Oroin Lines · Menholo (Suni[tory or Storm) Beehive Inlet (Stem) Curb Inlet (Storm) D End Section (Storm) ~ o Fire H~lrent ....... Flow Line of s'~de ..... Building Line (BL ....... Easement Line A~med Nor~. Scde: 1'=30 BLOCK 17 LOTS 1701-1706 SE? 1 5 2605 EXISTING IRREG. WIDTH R/W BLOCK A IRREGULAR A.S.D.&U,E, 67.50' OU'fi_OT 'C' ASD~'UE BLOCK A PER PLAN COMMON AREA ~ IRREGULAR A.S,D.&U.E. ~ ] DATE ~ ~ON OF RECEIPT OF PLOT PLA. N BY CUSTOMER. Ihtodo l'o[t IhLa~oa Nots: This drawing is bosud on construction plans or record drawings, and is not based upon a fidd s~rvey. The Schneider Corporation d~es no'( werront tbs accuracy or sufficinacy of this information, Contractors should verify sxtsting conditions prior to any construction. Any discrepancy found on this drawing should be reported to The Schn~idor Corporation immediatay, foiling to do so results in the contractors assumption of oil linbility. Ran PmpQmd Fac R.H. of Indigo PRO~DENCE AT OLD UERIDIkN - PHASE TWO 17 200300118575 Prepare~ Date, 08/05/2005: By AMA i~r(.): INVDITeRy C~o~nd Cover Colc~tatl~,~s: Cmc, Drive = Private W~lk = 6 Sod = 39 Sy':l: . ENTIRE LOT R,H. of Indiana Finished floor [laotian InformoUoa Pad Grade = 853,5 per plan Pad Grade + O.T =Geroge FF[ (854.2) Garage FFE + 0.5' = Residential FFE (854.7) Plot Plan_Legend ~ Proposed Grades 000.0 Existing ~edes ~---eoo, o-----' Contour Grede ~<__ Approx. Lateral Location · Senitory Sewer Lines ------I1'----- Storm Sewer Lines Water Service Linss - - ---- - -- Sub-Surface Drain Lines Monh~e (Son tory ~ Storm) Beehive Inlet (St ,elm) ~1D Curb Inlet (Storm) End Sectio~ IStorm) Vb05.0038264 BLOCK 17 ! LOT 1702 2,450 SFU BLOCK A COMMON AREA IRREGULAR A,S.D,&U.E, ~ Fire H}q~ront Assumed North ......... Row Line of Swale Scale: 1' = 20' -- Building Line (Bt / BSL) - - - Easement Line -- Det~ of Nots: Sanitary Sewer ~ound/Sta'm Wat~ Top of Costing Informotio~ flo~ pott~ of m Upstreorn Me, hals. TC= 852.30 indiv~J~ol lot. Downstroum Manhole, TC= 853.35 ~ per pl~. Nots: Builder to e~sure positive drainage away from structure(s), NO'[E: THIS DRAINING HAS BEEN PREPARED PER THE CUENI"S REQUEST BY SCAUNO PROPOSED IMPROVEMENTS FROM CONS1RUCllON PLANS SUPPUED BY OTHERS AND NOT ELECTRONIC DATA RLES. FLOOD HAZARD STATEMENT CERltFICAllON ~ ~,-~., .. .%.,,.,~ ~ '--~.-' -- nM. '-. -~' ~ S0303 REV.~ t CHANG~ TO 5 UNIT BLD. PER AMENDED PLAT A,w F'-~SIGNATURE~ DATE -- ~TION OF RECEIPT OF PLOT PLAN BY CUSTOMER. Note: · Js ~awing is based ~ c~s~cU~ plans ~ raced ~awings, ~d is no~ based up~ a fi~d su~ey. ~e ~neid~ Corp~aUon does not wo~t ~nboct~s should ~ify exist~g c~diti~s ~i~ to ~y c~s~ucti~. ~y dt~ep~cy f~nd ~ this ~ewing ~ould be r~{~ to ~e Schnad~ C~or~ti~ ~medbta~ foiling to do so results h ~e contract,s ~ssumpti~ of al li~b~ity. Rot Ran Prq~red F~ R.N. of Indimo PRO~II)ENCE AT OLD UERII~AN - PHASE Lot~ 1703 Instrument i~ 200300118575 RO3E 427 MNI3*i/~t PASS Prepared Date: 08/05/2005: BF AMA groend Co,~= C~lcuiettens: Coac. [Nive 270 Pflvote W~lk = 17 Sod = 25 SY+ ENIIRE LOT R.H, of indiana Finished Rant Elevation Infarmat~ Pad Grade = 853.5 pm' plan Pad Grade + 0.7' = ~rage FTE (85~.2) Garage FFE + 0.5' = Residential FirE (854.7) ~ Proposed ~rades 000.0 Existing Greden ...-----000.0----' Contour Grade Approx. Lateral Location ~_ I ,----- Sanitary Sewer Lines It,--,,,~, Storm Sewer Lines v ~ Wate~ Service Lines ....... Sub-Surface Drain Lines · Manhole (Sonit. ary ~ Storm) Beehi'~ inlet (Storm) [] Curb Inlet (Storm) D End Section (Storm) _ _ Fire Hydrant o o o"I' o e o --Flow Lin' e of swale -- Building Line (BL / BSL) ....... Easement Line Note: Sanitary Sewer Top of ~stin9 Informal on Upstream Marlhote, TC= 852.30 Downstream Monhele, TC= 853.35 per plan. Vb05.0038265 BLOCK 17 ! LOT 1703// 1,350 SF Assumed North Scoie: 1~ = 20' Detaa of ground/Storm warm Row pattern of on ~dividuol lot. Note: Builder to ensure positive drainage away from structure(s). BLOCK A COMMON AREA IRREGULAR A.S.D.&U.E \ / \/ 18' SD&UE NOTE: THIS DRAWING HAS BEEN PREPARED PER THE CUENT'S REQUEST BY SCAUNG PROPOSED IMPROVEMENTS FROM CONSTRUCTION PLANS SUPPUED BY OTHERS AND NOT ELECTRONIC DATA FILES, REV.# 1 CHANGE TO 5 UNiT BLD. PER AMENDED PLAI 9/9/05 ARW DATE SIGNATURE REPRESENTS CONFIRMATION OF RECEIPT OF PLOT PLAN BY CUSTOMER. FLOOD HAZARD STA1EMENT CERTIFICATION ]his Plot Plan Prepere~ F~ R.H. of {ndlme PROk~iENCE AT OtD MI~AN - PHASE 42;{ t~NI]HAM PASS Prepared Dote: 08/05/2005: By:. Bu~8): INVENTORY G~osud Co,w'= Col~lationm Ceec, Drive Pdv~te Walk = 10 Sod = 27 SY+ , ENTIRE LOT AMA R.H. of Indiana Finished Floor Elevation information Pad Grade = 855.5 pe~ plan Pad Grade + O.T = Garage FFE (854.2) Garage FF[ + 0.5' = Residential FFE (854.7) BLOCK A COIJUON AREA IRREGULAR A.S.D.&U.E. 20.5' \ / 18' SD&UE Note: bin drawing is based on constructi~ plans or record drawings, and is not based upon a field surve~ lhe Schneider Corporati~ doss not warrant the accuracy er sufficiency of this information. Contractors should vedfy existing conditions prior to any construction. Any discrepancy found on this drawing should be reported to lhe Schneider Corporation immediately; failing to do so results in the contractors assumption of ell linbility~ Plot Plon L_e?..?_d_. ~ Proposed Gradse 000.0 Existing Grades ,~---000.0---~ Contour Grade ~1'---,--. Storm Sewer Lines v -- Water ,Se'vice Lines ....... Sub-Surface Drain Lines Manhole (Sonit. ary gE Storm) Beehive Inlet (Stoffn) Curb Inlet (S~orm) D End Section (Storm) Fire Hydrant ......... Flow Lin' e of swale Building Line (SL / tiSL) .... ~ Easement Line Note: Sanitary Sewer Top of Casting Information Upstream lianhole, TC= 852.30 Downstream Manhole, TC= 85~.55 per plan. Vb05.0038266 BLOCK 17 ! LOT 1704// 1,350 SF U Assumed North Scale: 1" = 20' Detail of ~ound/Sto~m Were:, Row pattern of ~d{vidu~ lot, Note: Builder to ensure positive dralne~e away from structure(s). LOTE: IS DRAWING HAS BEEN PREPARED PER THE CUENT'S REQUEST BY SCAUNG REV4~ t CHANGE TO 5 UNIT BLD, PER AMENDED PLAT 9/9/05 ARW PRQPOSED IMPROVEMENTS FROM CONSTRUCTION PLANS SUPPUED BY OTHERS AND NOT ELECTRONIC DATA FILES. DATE I~ONFIRMATION OF RECEIPT OF PLOT PLAN. BY CUSTOMER. FLOOD HAZARD STATEMENT CERTIFICATION ~ ~ C.o~3o~at~z~ ~ Note: agOt Ot~ ~.ve~ae ~uz~.~ ~i~ ~awhg is ba~d ~ c~stmcti~ pt~s ~ r~d ~ ~ ~ ts not based ~ ~ fi~d ~ey. ~e ~neid~ C~omtt~ ~ ~e-l~ ~ 'm doss not wo~t ~e ac~racy ~ ~mi~cy of ~is hf~ati~. ~'~ ~ Con~oct~s should ~ify existing conditions prl~ to ~y af~-~ ff~ cons~cU~. ~y dls~ancy f~nd on th~ ~awAg ~ould be r~ted to ~e Su~dder C~=ti~ immedi=td~ fo~g to do so results in the c~troct~s =~umpti~ of oil liebatty. , 'lhl~ Mo~ Plan Prq~'ed F~ EH. of Indiana PRO~BBI(~ AT (ltd I, IBilB,~I - PflASE ~ R.H. of indiana Finished Roar Devotion Information Pad Grade = 853.5 per plea Pad Grade + 0.7' = Garage FFE (854,2) Garage FF£ + 0,5' = Residentia FFE (854.7) Plot Plan Legend [~ Proposed Grades 000.0 . Existing Grades ..~----000.0---"' Contour Grade Approx. Lateral Location I ----.--- Sunttory Sewer Lines Storm Sewer Lines v -- Water Sere, ce Unes ....... Sub-Surface Drain Unes Ueahole (Suni.tory m; Storm) Bemire inlet (Storm) Curb Inlet (Storm) D End Section (Storm) o. ~ ~ · o o Fire H~lront -- -- -- Row Line of swale -- Bugdin9 Line (BL / 8SL) ....... Easement Line Note: Sanitary Sewer Top of Casting Information Upstream Uanhol~, TC= 852.30 Downstream Manhole, TC= 855.35 per plan. Vb05.0038267 BLOCK 17! LOT 1705 ]/ 1 350 SF== 0 Assumed Narth Scale: 1" = 20' Oetai~ of Flow p~ttem of ~di~d~d lot. Note: Builder to ensure positive drainsge away from structure(s). BLOCK A COUMON AREA -- tRREC-ULAR A.S.D.&U.E. NOTE: THIS DRAWING HAS BEEN PREPARED PER THE CUENT'S REQUEST BY SCAUNG PROPOSED IMPROVEMENTS FROM CONSTRUCTION PLANS SUPPUED BY OTHERS AND NOT ELECTRONIC DATA FILES. REV.# 1 CHANGE TO 5 UNIT BLD, PER AMENDED PLAT 9/9/05 ARW DATE ~TION OF RECEIPT OF PLOT PLAN.BY CUSTOMER. FLOOD HAZARD STATEMENT CER]]RCA~ON ~\\\~\~tltlllltlllll~lll/i/, L, otis ~ ~ [his drawing is based ~ censtruction plans or raced ~o~ings, ~o ~ ~ ~ ~ and is not based up~ a fidd ~rvey. ~e S~neid~ Corp~ati~ ~, ~ ~t~ m ,m d~s not w~ant ~o ~cur~y ~ ~ffic~cy of ~is hf~ati~, ~1-~-~ ~ Contractors ~ould v~fy existing conditi~s pr~ to ~y a~-~-~ ~ construc~. ~y dis~oncy f~nd ~ this drow~g ~ld ~ r~ted to ~e S~neider C~p~oti~ ~m~iota~ f~h9 to do so results in the c~trect~ ossumpti~ of al li~ility. Plot Plon Prq~ed Fort R.H. of Indlono PRO~ICE AT OLD UE]ilDI/~I - PHASE TWO ~75 ~C R03[ 415 ~I.I)H,~t PkSS Prepared Date: 08/05/2005: B~, Bu)~(~): IN~NTORY AMA ~ou~l Cover Calculations: C~c. Drive = 500 ~+ Pfl~ote ~k = 10 Sod= 42 SY+ . ENTIRE LOT R.H. of Indiana Rnished Rea' Devotion Information Pod ~nde' = 85.3,,5 p~r plan Pod ~ade + 0,7 = ~rnge FTE (85~..2) Ga'age ~ + 0.5' = Residential FFE (85¢.7) Plot__ ~ ~ Prop~se~ Gradse 000.0 Existing ~rades ~----000,0-'"'" Contour ~rade * Appro~ Lateral Lecatio~ Water Service Lines ....... Sub-Surface Drain Lines Manhole (Sanit. ory or Storm) Beehive Inle. t (Storm) Curb Inlet (Storm) D End Section (Storm) o o o .~, o o o Fire H~drant -- -- -- flow Line of swale -- Building Line (RL / 8SL) ....... Easement Line Nate: Sunitnry Sewer Top o! Casting Information Upstream Menhete, TC= 8.52,30 Downstream Uonhele, TC= 853,35 per plan. Vb05.0038269 BLOCK 17 ! LOT 1706// 1,654 SF U Assumed Nor{t1 Scale: 1" = 20' Detroil of Ground/Storm Water; pattern of ~ Note: Builder to ensure positive drainage away from structure(s), BLOCK A COMMON AREA IRREGULAR A.S.D.&U.E. -- ~ ~ 181 SD&UE REV. t ~ CHAN~E TO 5 UNIT BLD. PER AMENDED PLAT 9/9/05 ARW NOTE: THIS DRAWING HAS BEEN PREPARED PER THE CUENT*S REQUEST BY SCAUNG PROPOSED IMPROVEMENTS FROM CONSTRUC'[ION PLANS SUPPLIED BY OTHERS AND NOT ELEC1RONIC DATA FILES. DATE -- Al'ION OF RECEIPT OF PLOT PLAN BY CUSTOMER.. FLOOD HAZARD STATEMENT CERI1FtCAllON