HomeMy WebLinkAbout05050104-Site PlanMinimum Fronl yard - Variable
Minimum Side Yard - 5
Minimum Aggregate ~ 10'
Minimum Rear Yard - 20'
SSD
RISER
Gar. FFE = 914,8 [KESSLER~
1st Fir FFE = 916 6 /RIGHT H~A~N~D ~,,P,,a,~,a_l
BrickI
/ Bsmt FFE = 906.8 /FULL BSMT -9' Walls
DriL~_~_Slope = 3 6°/o~ /3 CAR- F.ro_~.E,n,t,~ .....
[ Brick Chimney, Wd_- Deck "B'
C.A.#6
VAR. D&U.E. & R,D.E. & LE.E.
-- --s~ ....
~pecitic information aeplc[ea
ereon with the approved
construction plans for this
deveJooment.
PAD 914.8 PER PLAN
10' D,E.
Probosed Grade
Drainage Flow
Existing Grade
Seeding Sq Ft: ~4728 ~
HARLOTS WHI 'E
$0' R/W (3g, c-sc
Flood Hazard Note:
Lot Number 396 lies within Zone "X~ per the scaled location
on the Flood Insurance Rate Maps for Hamilton County,
indiana (Community Panel #18057C0205F, dated February
19. 2003).
Note:
~his drawthg is based upon construction plans and/or record
rawings prepared by others and is not based upon a field survey.
COOR Consulting & Land Services, Corp. does not warrant the
correctness or integrity of this information. The contractor/owner
shau d verify existing conditions prior to construc ion. Any varying
field conditions or any discrepancy with the information contained
hereon should be immediately re~orted to COOR Consulting & Land
Services, Corp.; failure to do so would result in the contractor/owners
assumr~tion of lie bility.
Note:
The proposed cons~uction grades depicted hereon are based upon
information, proposed grades and/or contours, taken from the
approved construcfion p
plans. With the
any adJOining
otherwise
excavation of said structure, the
raised at least two t2) feet above
alleviate future problems
EK
PC 3;SL DE 308
INSTR #200300122041
should be inc
DATE: 5/09/05
14457 CHARtOTS WHISPEF