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HomeMy WebLinkAbout0669.02 Plot Plan - ---, Flood Hazard Note: Note: Lot Number 260 lies within that Special Flood The proposed construction grades depicted hereon Hazard Zone"C"per the scaled location on the ....:::::::::: :::::-:::-:•: . are based upon information,proposed grades Flood Insurance Rate Maps for the City of Carmel, :''''fff:if:12 :::::i:::%.:1:.:. and/or contours,taken from the approved Indiana(Community Panel#180081 0002 C,dated .:.:::...:::::::: : :::::::.... construdion plane prepared for this subdivision. May 19, 1981). ........... ........... Unless stated hereon,no information pertaining to "•••:-:•::::::: ::::::.:•:," but not limited to,fluctuating water table elevations, COMMON AREA 907.4 soil types or conditions within the bulking area of BLOCK R" said lot,has been provided or referenced on said D.E&LS.E / 1@@unin@d H©fran" plans. With the construction of a basement,it is 14 igl:ii]SE 9" = 00 recommended that the lowest floor elevation be 906.7.••• constructed at least two(2)feet above any adjoining bodies of water unless a study d facts reveals SI4 00143-------- N\ •••.,..i othersiae. Should any ground water be witnessed during the roccavation of said structure,the lowest floor elevation should be raised at least two(2)feet above the ground water level and additional construction techniques should be incorporated to alleviate future problems. •:4' \NN 7(9 6' •6' Conc Flatwork Sq.Ft=*1185 LOT # 260 \ Public Walk Sq Ft=*573 Sod Sq Yds=±733 15/263± SF 40,1 .1. Seeding Sq Ft=16521 ...‘' , 11. .03 "Asbuilt Elevation" et'• , dr' . PAD 907.8 . i.: % s 1 is-iuJil PAD 908.9 PER PLAN . ,, —. . . tr, s,tiP#4:0 ../ osi, ....t' 17.1 C.1.06.."-< .1*°,30)-1 4" 4,0/ de- Cil ------..- '.... lz-SM" ' \ 5CA.3t/ ' .I. .. 5 .. / / ,•'1// visrar O. is tt,_ <N 4 1 v</ y N'04 // ,, N . /. N , 6•...erir •. / / / SAN Mil _t<7013.1 Garage Finish Floor '‘• • . •f-- ----. • z 0 op .., _/-- -_,,-- ..-- -- c- P R E SW IC K-RT HAND ...._ . 2 CAR GAR-Front Entry .----------- 2 Extension --- Note: _____--------- .:.•• igMg=Proposed Grade Drainage PCW 1 This drawing is based upon construction plans XXKX=Existing Grade •and/or record drawings prepared by others and is 0,1,, , —• not based upon a field survey. COOR Consulting& Gar.FFE=909.7 Land Services,Corp.does not warrant the 1st Fir FFE=911.7 correctness or integrity of this infomiation. The Bsmt FFE=903.0 contractor/owner should verify existing conditions Drive Slope=5.2% prior to construction.My varying field conditions or any ciscrepaocy with the information contained - Nil Note: hereon should be immediately reported to COOR TO•906.80 Consulting&Land Services,Corp.;failure to do so Minimum Front yard-Variabie would result in the conbactodowners assumption of Minimum Side Yard-10' liability. Minimum Rear Yard-20' ©00il,q3(1Mcmg A litimd i'.;,{n9tI@G@ SADDLE CREEK PLOT PLAN ,-,----- SECTION 9 Prepared For. :::::•:,.-:-:•:•:•:-: -:::(5) ........ .. .... PC 2,SLIDE 490 Puke Homes of Indiana - ---- .-:. .......... , . -- INSTR#200000048296 -.-.- ...,.. ..,...,. ggif Pg OP & •R 1 ® cm II 411111* . 303 W.Main Street,Knight:sew',In.46148-0012 LOT #260 Phonet. (766)345-5943 Faxi: (705)345-5092 14212 AUTUMN WOODS DRIVE www.coomonsulting.corn Westfield,IN 46074 DATE:06/07/02 JOB#2000,500.260