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HomeMy WebLinkAboutPlot Plan Note: Note: The proposed construction grades depicted This drawing is based upon construction plans hereon are based upon information,proposed and/or record drawings prepared by others and is grades and/or contours,taken from the approved not based upon a field survey. COOR Consulting construction plans prepared for this subdivision. Gar.FFE=898.8 ! p° 1st Flr FFE=900.8' &Land Services,Corp.does not warrant the Unless stated hereon,no information pertaining correctness or integrity of this information. The to but not limited to,fluctuating water table Bsmt FFE=891.1 Drive Slope=5.5% contractor/owner should verify existing conditions elevations,soil types or conditions within the prior to construction.Any varying field conditions building area of said lot,has been provided or Garage Finish Floor or any discrepancy with the information contained referenced on said plans. With the construction 3.6 feet above curb hereon should be immediately reported to COOR of a basement,it is recommended that the lowest Consulting&Land Services,Corp.; ailure to do floor elevation be constructed at least two(2)feet at center of drive P•: above any adjoining bodies of water unless a so would resultofliab in ility. contractor/owners assumption of lbility. study of facts reveals otherwise. Should any ground water be witnessed during the excavation of said structure,the lowest floor elevation should Flood Hazard Note: be raised at least two(2)feet above the ground Lot Number 35 lies within that Special Flood water level and additional construction techniques Hazard Zone 5 per the scaled location should be incorporated to alleviate future on the Flood Insurance Rate Maps for the City problems. of Carmel,Indiana(Community Panel#180081 0006 c,dated May 19, 1981). WINDSOR II-ELEV 3C ,/,° (1lf7tTi)CP,'d Rg©IYRN / . 9'WALLS-LEFT HAND * allGo V = Oa FULL GRDN BSMT Cone Flatwork Sq.Ft=±1596 -7 y.,0 Z 3 CAR GAR-SIDE ENTRY ®=Proposed Grade Public Walk Sq Ft=±584 9/, 2'FAMILY RM EXT BRICK-DECK A =Drainage Flow Sod Sq Yds=±654 11 Seeding Sq Ft=±6125 SAN MR ,1 —�I�I% yliiIC 900.0 /'f W [895.7111N r [896.�' 150.00' ---=iii�Illi18951 I.c- 11 I In C/ N LO 12• I CO ae .- DRwE CONC t` 1 I CO DRIVE /N ry * Cam I f , a o 1� [894.� N CO c� II I v 35.• I 1� < 4s.eY t \ ZI ekl \ �S "11 ..11 W \7r) oII °8 1s.o cs o U^ �io.o c. I W 1 -1)It___,..k t: �j W r . S/ o o. - P 11 \ ...). 1 1r - VI 8.37• Q�' Stik4 ) SAN MH �� ,GEi t1JTC 894.9 jAr O i o CURB INLET TC 89 CO895. i 1111 STRM 13 LOT # 35 killiPP TC 893. 15767 S.F.± m\ \ / \ 1 PAD PER PLAN=898.2 \ \ 9� 894.. ' L� MIN FIN GRADE=898.5 O\ G,p Q NOTE: 'js tt1�/vk- Site Zoning:ROSO II RETAINING SYSTEM MAY BE d'Q 20'Rear Yard Setback NECESSARY TO ASSURE DRAINAGE AT 6'Separation Between Buildings ORS GITIVE ARDE B AS MENTWALKOUT ©cepol dlUng A D indl wi41TE©ag LONG BRANCH PLOT PLAN 0 O ESTATES SECTION I Prepared For: INSTR.#200200009200 Pulte Homes of Indiana T. PC 2,SL 745 P5.. 303 W.Main Street,Knightstown,In.46148-0012 LOT # 35 I Phone#: (765)345-5943 Fax#: (765)345-5692 l,te www.coorconsulting.com 11677 SWEEPING RIDGE DRIVE "-,.CliVey� ZIONSVILLE,IN 46077 ,J.i.;;rl ;.,.-DATE:9123\02 JOB#2001-600.035 ;.~