HomeMy WebLinkAbout07020014 Site Plan
,
Note:
This drawing is based on construction plans or record
drawings, and is not based upon 0 field survey. The
Schneider Corporation does not warrant the accuracy or
sufficiency of this information. Contractors should verify
existing conditions pdor to any construction. Any
discrepancy found on this drawing should be reported to
The Schneider Corporotion immediately, foiling to do so
results in the contractors assumption of all liability.
Note:
Per Carmel zoning ordinance 26.1.1 :
The residential district limits height to twenty-"five
feet (25'). however a dwelling may be increased in height
to thirty-five feet (35') provided the side and reor yards
ore increased an additional one fool (1') for each
one foot (1 ') the structure exceeds the first
twenty-fi...e feet (25') In helgl\t.
The Schneider Corporation
8901 otis Avenue
Historic Fort Haniaon
IndianapoU., Indiana 46216-1037
317-626-7100
317-826-7200 FAX
This Plot Plan Prepared For: R.H. of Indiana
Lot # 92 , containing 7,997 SJ.:t, in
Stanford PorII
Section # 1
INSlR. # 200500009385
P.C. # 3, Slide # sn
CERllACA 1E of CORRECllON
INSlR. # 200500044195
aay Twp, HamDton County
Sec 29, T18N, R3E
-3450 Millbrae-Drive~ ~(50'R/W)
Cannel, IN 46074
Prepared Date: 01/30/07: By: AMA
Proposed Buyer(s): INVENTORY
Community Restrictions:
Side Yard :3' min.
Rear Yard: N/A
Aggregate = 6' (S.H.)
R.H. af Indiona
Finished Floor Elevation Information
Pad Grade = 918.6 per record drawing
Pod Grode + 0.7' = Garage FFE (919.3)
Gorage FFE + 1.5' = Residential FFE (920.8)
Residential FFE - g.O' = Bosement FFE (911.8)
ORI'I\:W^ Y SlOPE = 6.41.
Note: The garage finished floor elevation
is 2,3' above the curb at the drive, per plan.
Note:
The basement ejevotion, depicted
hereon, has been determined and based
'on the pod grades ond/OI'" contours
token from the construction plans for
this subdivision. Unless stated, no
information about fluctuating water
tables, soil conditions, or son t)fl6S has
been provided or stated on said plans.
This lot is located near a body of
water. lot or son conditions may
require that the basement floor
ele\((1tion tle httd 2 loot ooo'o'e r\om\al
pool elevation. Site Investigation may
be needed if water is encountered
during the excavation process or if
other known water elevotion 01' sons
conditions are present. Investigatioo
and any remedial procedures is at the
disa-etion of the builder to determine
and toke appropriate steps of action, If
any ground watl!l" is encountered during
excavation the bu~der is encouraged to
contact The Schneider CorpOl'ation to
disctJsspossible courses of action.
Note:
Sump'pump(s) to be placed by
builder os needed.
0Ppl
SIR. # 720
TC=917,79
PER RECORO
DRA'MNG
Engineerin&
Sun,,...
Landscape Architecture
GIS 'US
GoolaiY
Plot Pion Legend
[]QQ]J Proposed Grades
000,0 Ex'lsting Grades
__000,0-- Contour Grode
* Approx. Lateral Location
- . - Sanitary Sewer lines
-IT - Storm Sewer lines
- IJ - Water Service lines
- - - - - - - Sub-Surface Ora'1n lines
. Monhole (Sanitary or Storm)
.. Beehive Inlet (Storm)
IIIlI Curb Inlet (Storm)
D End_SesliQnJStor.m)
... Fire H)'Jront
- Q Q Q - Q Q 0 - Flow line of swale
Building Line (BL / BSL)
- - - - - - - Easement line
Note: Sanitary Sewer
Top of Casting Information
Upstream Manhole, TC= 917.79
Downstream Manhole, TC: 918.60
per record drawing
Sidewalk to be placed
l' from property line,
4' from bock of curb,
per plan.
Detail of Ground/ Storm
Water flow pattern far
irldividuallots.
Note: Builder to ensure
positive drainage away
from structure(s).
k;R. 0 c
(At .~<ts'~-~
.~., 'S,
~",<tSi
<\(P ", i.<t P/' <t
'00 '.90a~ '-',
l'R""'9! '6b
8 </1
<.19'
Lot # 92
-Vb07:0067709
~
~
=~=
~
Assumed North
Scale: ,. = 30'
I
!~J5.11
37.2' Opit- I~
~4i- '" ~
~ sOop;;--' I 0,
q-~q l ~^\,
V^R.
R.O,E.
II
I
Ground Cover Calculations:
Orive = 516 SFt
Public Wolk =157 SH
Privote Walk =51 SFt
H)'Jroseeding =3,142 SFt
Sod = 272 SYt, from
Rear of residence,
Optional Sod Pockoge
H)'Jroseeding =1,205 SFt
Add!. Sod Pkg.= 215 SYt, to
Rear easement.
1, s ~I 01'<
~
TYPICAL SWALE SECTION
Note:
The cootractor is to maintain a minimum
distance of ten feet (10') between the
sanitry sewer and water line laterals.
Flood Hazard Statement: The accuracy of any flood hazard data shown on this report is subject to
map scale uncertainty and to any other uncertainty in location or elevation on the referenced flood
insurance rate map. ALL of the within described land DOES NOT LIE within that special flood hazard
zone A as said land plots by scale on flood insurance rate map # 18057 0205F for City of Carmel,
Indian;) (maps dated February 19, 2003).
SGN^lURE :
D^lE:
SIGN^lURE REPRESENTS CONflRM^TION Of RECEIPT Of PLOT PLAN BY CUSTOlIER.
FLOOO HAZARO STATEMENT
CERTIFICA nON
",\\\\IIII1I1I1I11JI//////
,~\\\\ C. L /' 1'0.0-
if" ':J . vi" ~
#' ~'\ ....."".". ,.,'h...~
{':! '..J~'."';"-\S TE:Ff';;", .... A%
:3:::: .'''-'-'' N >.,: '. "...., ~
?1 ~ /~~ 0 O......A:>~
~:' . ", ~
~ i 50303 ) !
~ - . ~
% '. STATE OF ..... ~
'\ <4;>:fvOI A~I':,,""~1
% /1} ..S....U..o.;i\ ~ #
~I/JJI. T\ ~ ,:\\\\$-
W//III/IIII1I1I1\\""\
~lf1l