HomeMy WebLinkAbout05080255-Site Plan r
F~ R.H. of Jfldioflo
Lot ~ ,31 . containing 5.895 S.F.+, in'
Stenferd Perk
3416 WINDY KNOLL LANE (70'R/~
Prepared Date: 08/19/05: By: JKt
,NVENTOR
Community R,estrictions:
Side Yard :3 min.
Rsar Yard = N/,A,
^ggregete = 6 (BJL)
R,H. of Indiana
Finished Floor Elevation Information
Pod &'ode = 920.6 par
Pod Orade + 0,7' = ~rage FF£ (92t,3
Oar~gs FJ:£ + 1,5' = ,Residemfa FF£ (922,8)
Rsuid~ntOI FFE - 9.0 = Boserasnf FF£ (913.8)
Note,: ]he garege finiched floor elewUo~
is 1.4 shove the curb at the drive par plan.
Plot Plan Legend _
[]~ Proposed &'odes
000.0 Existing Orades
~----000.0--~- Contour &'ode
~< Approx. Lotaral Location
v Water Sunice Lines
....... Sub-Surface Drain Lines
_~ Manhole (Sonit. ory or Storm)
9 Beehive Inlqt (Storm)
[] Curb Inlet (S.t~n)
D End Section (Storm)
Hydrant
-- -- -- Row L~e of swale
.... Building Line (BI. / BSL)
....... £asernsut Line
Note: Sanitary Sewer
Top of Casting isfarmotion
Upstream Manhole, TC=g18,20
Downstreorn Manhole, TC=920.50
per plan.
Sidewalk to be I~aond
7' free property line,
5' from back of cum.
per pla].
Ground Cover Calculations
Drive = 599
Public Walk =129
Private Walk ~-43 SF+
Hydrosesdis9 =N/A SF'+
Sod =363 SY+ . from
EN11RE YARD.
Detail of ~nd/Storm
Note: Per Ca*reel zoning ordinance 26.1.t: 1'ne positive drainage away
res~ont~ dis~ct limits height to twont~flve feel from structure(s),
(25'), however a dwelling may be increased in height to
thirty-five feet (35') Fovided the olde ~3d rear y~ds
are increased on adeitionel one foot (1') for each one
foot (1') the structure exceons the t~st twenty--fi~
feet ~25') in height.
Note:
This drawing is based on construction plans or
record drawings, and is not based upon a field
survey, The Schneider Corporation dons not warrant
the accuracy or sufficiency of this information.
Contractors should verify existing conditions prior
to any construction. Any discrepancy found or this
drawing should be reported to 'Ihs Schneider
Corporation immediately; foiling to do so results in
the contractors assumption of ail liability,
Note
the baseeont ele'~tion, depicted hereon, has b~n
detmmined ~'ld I~sed upon the pad grades and/or
cm~tonrs t~ke~ free the construction pl~s f~ this
subaivtslon. Unisss stated, no information shout
~ctonting water tables, soil conditions, ar soil t~pes nos
bee~ provided or stored on said plans, It is recommeaded
that the b~.,se~,ont ~ished floor devotions he at least
two feet (2) shove [he no~ndi pool eisvetion of any
edjoinin9 bodies or water, urdass o study of facts
reveals otherwise, If during the excavat~ process any
Found water is witnessed. ]he Schneider Coq)oration
should be notified Jmmedistdiy, The basement elevation
should be roiesd two feet (2~') above tho gr~nd water
and oddtUondi constructtoa techniques should be
iecarparated to alievinte future prshinms.
Note:
Sump pump(s) to be pl~ced by
# 31
VB05.003 037
TC~gl&20
PI~ PLAN
distaece of te~ feet (10') between the
FLOOD HAZARD STATEMENT
CERTIFICATION
S0303
s