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577
Homiltea County
3406 WINDY KNOLL LANE (70'R,/W)
Prepared Date: 08/08/05: By, JKI
~ Buye~,): PHIUP AND
CYNTHIA AMODEO
Commun ty R~Mct oas:
Side Yard =3 min.
Rear Yard = N/A
Aggregate r. 6'(Eth)
R.H. of Indiana
Finished Roar Elevation Information
Pod Grade = 920.1 per plan
Pod Grade + 0.7' = Garage FF[ (920.8)
Garage FFE + 1,5' = ,Residential FFE (922.3)
Residential FFE - 9.0 = Basement FFE (913,3)
Note: the garogs finished floor elevation
is 1.4' above the curb at the ~ve. p~ plan.
R.H. of M~oo Plot Plan Leg_end _
in ~
Proposed Grades
000.0 Existing Grades
.~----000,0----' Contour Grede
* Approx~ Lateral Location
--,---- · Sanitary Sewer Lines
----- ~t'-----.- Storm Sewer Lines
Water Service Lines
....... Sub-Surface Drain Lines
· Menhote (Sanit. ory or Stem)
aeehtw Inlqt (St .o~m)
[] Curb Inlet (St. orm)
D ~nd Secti~ (Stem)
Fire H~lrout
......... Row Line of swale
-- Building Line (BL / BSL)
- - - Eanement Line
Note: Sanitary Sewer
Tab of Cas~'mg InformaUon
Upstrearn Manhole, TC=920.fiO
Do~nstre~n Manhole, TC=918.20
per plan.
Note:
Sump pump(s) to be planed
by builder os needed.
G~ound Cover Calculations
Drive = 608 SF:t:
Public Walk =129 ~:1:
Private Walk =55 SF:t:
Nydrseseding =2,395 SF±
Sod =212 SY+, from
Rear of home.
Sldewelk to be places
7' fi`om prcflerty line,
5' fi`om hack of curb,
Note:
This drawing is based an construction plans ar
record drawings, and is not based upon a f'~d
survey. The Schneider Corporation does not warrant
the sccurocy or sufficiency of this information.
Contractors should verify existing conditions prior to
any construction. Any discrepancy found on this
drawing should be reported to The Schneider
Corporation immediately;, foiling to do so results in
the contractors ossumptlon of ~ll liability.
Note:
The basement e{eveUon, d~picted hereon, has been
determined and basso upon the pod grades end/or
contours token from the construction plans far this
subdivision. Unless stated, no information about
fluctuating water tobies, soil conditions, ar soil t~pes
has been provided ar stated ~n said plans. It is
recommended that the basmneot finished floar
alevaflons be at leant two feet (2)~" above the normal
pool elevation of any edjoiain9 bodies of water,
unless a study of facts reveals otharwiss. If during
the excavation process any ground water is
witnessed, The Schneider Corporation should be
notified immediately. The bansmant elevation should
be raised two feet (2') above the ground wote~ and
eddttiana~ construction techniques should be
incarparoted to alleviate future problems.
Note:
Pea Carmel zoning ordinance 26.1.1 : 'the reddanUol
district limits height to twenty-five feet (25'),
however a dwelling may be increased in height to
thirty-five feet (35') provided the side sea rear
y~rde ore ~arsased on edditianol ann foot (1') far
esan one foot (1') the structure exceeds the first
twenty-five feet (25') in heighL
TC=920.50
PLAN
FLOOD HAZARD STATEMENT
CERTIFICATION
Flood Hazard Statement: The ~
map sca~e uncedalnty aaa to any other once
insurance rate map. ALL of ti
zone A as said tano p~o~s Dy scale on flood
Indiana (maps dated February 19, 2003).
SIGNATURE:
SIGNATURE HEPRESENTS CONRIB/AllON OF t
Lot # ,.33
VB05.0038268
Assumed North
Detail of Ground/Storm
Water flow pattern for
~dividuol lot&
Note: Builesr to ensure
positive dralnsge away
from structure(s).
fload
Y CUSTOIJER
pLAN