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Home My WebLink About08010113 Site PlanPlot Plan V. 1w. C.&U. F- C.A. "A" 6 PA.-H x02.4 0 0 0 ] a e a ? c e o 20' D.&I.E. T. a U IQ LOT #4 ? 905.4_ CA ?, ,of #4 in The Village of Towne °ointe, o subdl-ision In HonnJlton County, lndfana, cs 903 per plat fhereaf, recoraed cs lnsir_ment ho, 2004000 J 0x342, Pict Ccbinet 3, Slide 3AS, in f the Office of We Recorder of Hamilton County, ? Inaianc. VARIA8LE RIAB h VARIABLE _ S. ? SL ? CPE I- 1 _ 30, GRACE AS Sy6NR ' 61 PLAKS TYaICAL SWALE' SECTION tHC SG n!C? 0 1.5 3 Cl L? r 2318 PRESIDENT STREET L07 = 21,832 S.F. ' MIN SfDE YARD 30' AGGREGATE 9 -j 4 e^0' MIN REA.4 YARD F'WJ1S 4ED FLOOR ELEVATION= 9108.90 GARAGE FLCGR E! EVA.TI'7,N= 905.90 `0,3-, ) L9ASF,+AE1.'T E1 tVATION= 898.90 n r 9105.? 14C. LIPSTREAM T.C. ,#62, ELC 90:2.80 / =1R1`,/ C jNv,=&95-69 'y DOWNSTREAM T.C- x;61, ELEV.= 904.30 j , ' P,. , \, INV.=894.84 905.1 ' J RH/BAG TEN I STORM C a G : ' L 005-4 CURB INLET T.C. ti CURB IMLFT G ` 7 #2 f, ELEV = 902.36 ELEV = 942 36 2 71. r . N . sG4.2 _ . , , ff _-_ CURD INLET T.C. #30, ELEV.= 902.90 ^ N / YARD INLET T.C. `29, FLEV.= 9CZ.CO fti ? "N ? fvl 905.4 ?4 J ? Il 1 ?? w ? I . ? t} 1 Eve•y effort hos been made by this zw,veyor to moiatoin aosi;ive droinoge oway from if e aroposed structures, 'Neihe Engineers or their err,ployaes shall NOT be responsible for ony changes mode tsy the contractor aster the issuonce of thls Plan. It is the ccrl a :or's ultimote respoasibi'ity L-kot NO storm waver run-off from this s'te regotively Irnpoo; the surmLndirg real Droaerties. The subject property ODES NCI lie wilh'n q Speciol Flood Hazard Zone A as pletted by sca a o, the Federo' Emergency Monogernen' Agency, Notiorcl Flood Irsurcnoe Proeram, F,aod Insurance Rcte Mcp Comrr1,n t'- -Panel Number 18057CO205F, for Hamil-or Courty, ndlana, dote Fehruory 19, 2003- NOTE Utility laterals ore shown based uper cpproximate proposed locations and moy vary from their octua location et time of construction. Existing elevations as showr herein were taken iron those elevations shown or the developmerl plans for The Wfoges of Towne Pointe, arepored by bCA Group. LLC, dated February 20, 2003_ No lieu verification of said efevot+crts was mode for trus pint clan. r LEGEND: , 5411417A4'P MANHOLc STORIV VAN40LE STORM 'M'EET f I / r!P,E HYDR.A.NT , S4'41TARY LATERAL 4 C- k ,t SAN 54,%TARRY MAJN 1S' t f/. - - S T o R lvf t W WATER - - - - SLIS SURFACE DRAJN DRAINAGE FLOW 000.0 PROP'OSE^ GRADE 000.0 EPSTl14, GRADE RACK CF CURL' TO R-o BACK OF CURB R11W RIGWT OF WAY 9.L. PCIL1NG LINE V. W. C.&J.r-. VARIAELE WfDTH DRAINAGE AND JT11T" EASEMElr'T HATE: 31-25-2003 C.A. COGMMON AREA. V -- - -, - ? - r -- r, - f' f 77 IILAL k,t',1'I.IIr1? 1 V'EFfFY SANITARY LATERAL LOCATION °RfGR TO DRIVEWAY CONSTRUCTICN. 'NSTALL SANITARY LATERAL PRl'OR c 'isST?•4 h,' ' TC 3' WALK CONSTP.UC.TiGN. No. _ 20500007 adI tA I aeMa, thrauth `r¢`1 FrWld Iolry`7 -7 `rt ?AI to s PM -his drawing is NOT intendec to De 31A'E [. 1-800 1-800 ep eseo:ec as a Let-acement cr 382-5544 428--5240 a gnal bouncary sxvey, a route 7 l?f ANp J? N7thln Indluo Ciutdd? In1>aano 5 +e„ o' o Surveyor -ocation Report. re rdianc 5'kote Lcw I$-35-19'911, t is 'Nj S' I ago'nst fhe Low to exccva;e without ???!/; ?? I I I t, ??`•''` notifying the underaround location service two (2) wark'ng days before commercirg work. 99 WE= ENGINEERS INC. 1050514ORM C OU" AVEH" 7174""611 134DUNAMUS, DCLWA 4CM FAX 3, 71430dl" W W W.WEDELI m TOLL FRM 500. 2-6404 ALLAN EL. WIlailnT.S TS - PR33ME11-rT CIVJL. HNILNe6RB LAND IIUKyBYOAB L.ANDeCAFF AA.C rrWIS W8-9043 ,'N'N BY: N079: F-Pied Y -.r ?L MUSK)£ - BUII,DE'R'S :GKED 13P: HVISED Bt': DATE. 99be CEPAP r'pav DRIVP. C6RMEL, IN 46732 Mil) I Phone: '317]353-911.1 Fax: 11)IJ43-294 E NOTE: 1-25-08 -SF + ±+`++ Lt:,ZND Erosion Control Si FENCE Cot #4 in The VMage or Towne Pointe, n su 7divisFon in, Momliton 'PLjnty', rndicnn, es SCD peg` oral' thereat, recorded as ins"rumenr RIo.. 2GO4107 0fu842, Plat Cabinet 3, SPoe 348, jr- NYDkOSLEGt?iG the Office of the Recgrder of i1'O'^70 olr County, IndIa,ocr. CON1TtcUCTiON ENTRANCE CLIRA lfi4LET PRCTFCTION VAR% rNL i FKWECTiCN EROSiOtJ CONTROL SPECF;C4TiONS '` r1 L / Jr fF } + + + + + + +' / + f rf ?' 21 \+ -I wti `' + + r Zl" j i - + + t + t+ + + + + \ \+ + i + + - 'f f + + + -'? + + / + + - + +y+ 'p - + + - + + + L } + + + + + y + + + ! + + + I i + + + F +_! + f -r - + + 1- I + + + + + - + I + + + + + + + '- I '1 - + + + - 1 T + +_ I 1 + - i ? GURU INLET k \\ M h 1h . ?hh? hh1 ?q ?h1 r 51"HOLLY 'v,lDL I-.?" Coll 1londoy Through Frtday--7 AM to 6 PM 1-800 1-800 382-5544 428-5200 Ili Indiana Out16dle Ii Per I-A c-ic _tcie Low S b?-ley I'. 5 uyuinsi .he L:Iw to €xeuvcle 6i -hoe'. natifyirq the ur.de•g"aund 13ca.'c, sere ce two ;2,I working days beie,e corrrnenciny WZl i- , i I I g. acling ac.,u s (j+ur rlg December, Jarluar?,?, Febri dcrmprt seedi c, - + ?roci shall be used 8) During dry weather, keep Towns wptered with sprnklers or other approved r-eth?)ds. Reseed any areas rc. ge?minath,g or damaged at intervals ors N may be requires, pc::p-d ng to 5e75cnel cond?ion o-d/o, ccnstrrctian activity, Water grass end execute e7essp-y r? weeding until fuil stang cf grass ~ics beer) chtp ned. Ilk.s ??? ? I t1 1 • ?? 9) The impierre-tation and mcirl,er,arce 'N of the ei control is the so e ,, responsibility of the contrccto• cnd/ar 'l ,l owner. 1 1, ?s ,, 10) It shall be the controctcr (-d/or, ??i o'nner s responsibility to rni-im ze l ?,,ttl r rlr, F sedimentation (rrom on-=site con=_'-uction •ti`•''' ?,j I „??; f?"+?-????9. _. J.-??? r???I7u '00101 activities) f,?o-? bei 9 cePositec onto cd,;-centprop er'ie5 7nd -ewevi-9 striditches in Strict campllance ( hlr? "FU a 5" (317 I.? C 15-5, construction 11 . No. _ cctivty stormwoter runc-f cont-60. It 20500007 _ shall als•a be the centrcctors ar ow-en's responsi.v i ity :o o-ton a- Y apprC"'0 s ,TATE 'F ?- = requirea from the ocal out-crity and to submit a cornplete notice of Irate-t etter A ;pS?- .` to the off-ce o` water mcnageme-t, Indiaro Deportment of Environmentol r ;,lllllli ,? M,4cncgement prior to cry construction activity. HE WEIHE ENGINEERS INC. I i M CM a41i AVIMM 31 nvoi,rNe>?[x?. QVDSAIVA 1611(h PAX 3 L?+L13-4N4 ARVW,Vr'!$ffi.NEC tvtt,YR>? e0a13a6be AT) AN fL N-MIF P.F i -FRMIZE) f MM IFN0MEERS LAND SUMMY095 LA qD -"8 AM1Vtli G kTF,• gale: 1" - 3C' r V --) 310 ' 'I -his olar is des'g-ed os on attempt to prevent any and all sediment from leaving the constru :ia site by *',ay of erasion, If erosion of sedi• ient from the site is tak ng pace, the cwrner sha'l tare preventat ve action immeciotely. The enginee' shall be cons.40ed in the event this hcpoens. 2) Temporary seeding is to be cppiied .a a-y graded area that wit remcin uno tered or an extended period of t me. 3) Permcii seeding Is to be ?p.jlied i rr Ydiat? ly :? t:, eas hove C: sieved final ano finished groce. 4; Frese-ve existing vegetcticn a-,, t-e site wheneaer end wherever possicle to prevent topsoil erosion. 5 All seoimei capiuring measures cre to be imp erne^tec prin to the distu•banae of the canstruc,icn area t-ev are intended to se-rice. B) All erosion co-trot measures proposed C?r= to be properly ma n loinee to cor tinue their e-fectiveness Preperetl For IIUSI%-1'Y BUTtDERS L1A7'1; 96 F.2 GEMR RIDE r1rW CARNF7,IN 48082 Nhone. (2t?1543-9111 Fax (2I?I848-2L45 -25- I'E.