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HomeMy WebLinkAbout05110129 Site Plan 0 OC) 27.2' ~ l.D ~ )1 I I~ I~ 1778.61 90.00' SWALE SAN SWR SAN MH TC= 778. 9 15' DU&SSE 4.2' 0 OC) W' ~ ~ ~ PRESCOTT 6C (FULL 85M T) 'l: in '! 8SMr I '" '" ~ " '" SUMP N PIT 0 23.58' , 42' POR 3 CAR P GAR (UNEXC) 21:67' 1781.41 J WALK 1780.41 - ~ 20' O&UE / ~("f~ 90.00' \ ~. WALK 2' CURB W\SSO APR N TC...779.Q CHERRY CREEK BLVD 85' R\W (60' Be-Be) 2' CURB WAfER LINE ~w_ -w- ~ t'''''l+ ~ {) rb8D,L/.3 GAR FFE = 781.7 FFE = 783.7 BSMT FFE = 774.0 DRIVE SLOPE = :1:4.6% 1777.71 1779.51 Conc Flolwork Sq Ft =:1:1391 Public Wolk Sq Fl =:1:360 Sod Sq Yds =:1:326 Seed in S Ft =:1: 7358 Flood Hazard Note: Lot Number 2 lies within that Special Flood Hazard Zone ~X~ par the scaled location on the Flood Insurance Rate Maps for Hamilton County. Indiana (Community Panel #1 8057C0227F, dated February 19, 2003). ""-I'-C-HE'RRy'-CREE-i<" , ESTATES SECTION 1B "ESTATES" UNRECORDED PLAT LOT #2 CHERRY CREEK BLVD. CARMEL, IN 46032 ...~-------..:---. /. ". oor@ @@[Ji)@l!JJOUO[Ji)@ ~ O@[Ji)@ @@If'\YlO@@@g - @l__(~__~. J@._~__~__~___~.__!_~.___[Jl)_u 303 WEST MAIN STREET KNIGHTSTOWN. INDIANA (BBB) 593-2667 (765) 345-5943 FAX.#: (765) 345-5692 DATE: OB\15\03 JOB #2003-100.002 REVISIONS:1 ~MH TC=777.2 Noto: The proposed construction grades depicted horeon are based upon Information, proposed grade& and/or contounJ, taken from the approved canstrucUon plans prepared for thIs subdivision. Unless stated hereon, no information pertaining to but not limited to, nucluatlng water table elevations, soli typos or condiUons within the building area of said lot, has been provided or referenced on said plans. With the construction of a basement, It Is recommended that the lowest floor elevatIon be constructed at least two (2) feet above any adjoinIng bodlos of water unless 8 sludy of facts reveals otherwise. Should any ground water be witnessed durIng the excavation of said structure, the lowest floor elevaUon should be raised at least two (2) feel above the ground water level and addltfonal construction techniques should be Incorporated to alleviate future problems. &= r'\'l'<lL.iP~ ;'jl,L-'J ... ,.. ........-, .......... .........'....".....".... .,.....,...... .............. . ..,',...,...,....".,....,'....... 'lwi It?' 15aLJ";;-/.,:j $CAiv /hnJ_'v ~1!lI1JUiJ<WJ 1lil@1l'll1lil >OOlmO<!l8 '\J' = ~ 1M]! = Proposed Grade - ~ Drainago Flow LOT #2 +14562 SF PAD 780.9 PER PLAN PRESCOTT ELEV-6C - RT HAND FULL BSMT- 9' WALLS 3 CAR- SIDE ENTRY FULL BRICK - DECK 8 Note: ThIs drawing Is based upon construction plans and/or record drawings prepared by others and Is not based upon a field sUNey. coaR ConsulUng & Land ServIces, Corp. does not warrant the correctness or Integrity of this Information. The contractor/owner should.vel11y exlstlng conditions prior to construction. Any varying field conditions or any discrepancy with the information contained hereon should be Immediately reported 10 COOR Consulting & Land Services. Corp.; failure to do so would result In the contractor/owners assumption of liability, PLOT PLAN Prepared For: n.~ r~/,t'V Pulle Homes of Indiana