HomeMy WebLinkAbout7010079 Site Plan
~.,
Schneider
The Schneider CorponUoD.
8901 0tl.I ATIlIlue
BlBt.orlo Forl HarriBOD
IndlanapoU.. indiana 46218-1037
317-1128-7100
317-1128-7200 rAI
bgln.erinj
Sum,.,.
LondJcope Archllocllll'1l
GJll.1Jll
Geolog)'
This Plot Pion Prepared for:
Trinlty/Beazer Homes
Lot # 33 , containing 12,736 S.f.:I:, In
Yorktown Woods
Section # 1
Instrument # 200600017282
C.O.C. # 200600023419
P.C. # 4, Slide # 48
Hamilton County, Clay Township
Section 19, Township 18 N, Range 4 EAST
14228 Laura Vista Orive (50' R/W)
Carmel, IN 46074
Prepared Oate: 12/7/06 : By. ARW
Note:
This drawing Is based on construction plans or record drawings,
and Is not based upon a field survey. The Schneider CorPoration
does not warrant the accuracy or sufficiency of this Information.
Contractors should verify existing conditions prior to anyl
construction. Any discrepancy found on this drawing should be
reported to The Schneider Corporation Immediately. falling to do
so results in the contractors assumption of all liability.
Note: I
The basement elewtlon, depicted hereon, hoe been determined and bosed
on the pad grades and/or contOUnl token from the construction plans for
this subdMslon. Unless stated, no Information about fluctuatlng waler
tables, sofl condltlons, or son twes has been pro'tided or stated on said
pions. ThIs lot Is located near 0 body of water. Lot or 80n condItions may
require that the basement floor elevatIon be held 2 foot above normal pool
e1evatton. Site investigation may be needed If water Is <<Icountered during
the excavatlon process or If other known water elevation or sons conditions
ore present. Investigation and any remedial procedures Is at the discretIon
of the bunder to determine and toke appropriate steps of action. If any
ground water Is encountered during excaytltlon the bunder Is encouraged to
contact The Schneider CorporaUon to discuss possible COUfl/lS of actJon.
Plot Plan Legend
[]Q[Q] Proposed Grodes
000.0 Existing Grodes
_000,0- Contour Grode
* Approx. Lateral Location
_ . _ Sanitary Sewer lines
-IT - Storm Sewer lines
_ 'J - Water Service lines
_ _ _ _ - - - Sub-Surface Drain lines
ell Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
iIII Curb inlet (Storm)
D End Section (Storm)
.... Fire Hydrant
_ 0 0 0 _ 0 . 0 - Flow LIne of swale
Community Restrictions:
Side Yard = 6' (BH)
Rear Yard = 20'
Zoning = ROSa III
Note: Sanitary Sewer
Top of Casting information
Upstream Manhole, TC= 822.00
Downstream Manhole, TC=823.50
Per Record Drawing
Finished Floor Elevation Information
Pad Grade = 823.13 per plan
Pad Grade + 0.33' = Garoge FFE (823.<Ie)
Garoge FFE + 1.04' = Residential FFE (824.50)
Residential m: - 10' , = Basement m: (814.50)
Driveway Slope = 1.97.
LOT # 33
VB # 06.0052414
Note: Sump pump(s) to be
piaced by builder as needed.
DetaR of twlcal Ground
Water flow pattern for
IndMduollot&
[J1]
-M-
-H-
- - --
Note: Builder to ensure
positive drainage away
from structure(s).
STR , 100
TC=822.00
PER AS-8UllT
166.00' rnQ]]M.E. 822.0
81 .8 M.E,
1 14.0, M I
13.9' ~ 30.0' [ill}
I ER PLAN B-, 1
70.9'
I I ,oo'tt I
'in
\6 I ~ I
I ~~\j to I ~ m_
I~ I lD I
'in I gj.... I ~~~ I ...
l:! 'is I ~~
0Cl I~i' +-c.j !l! 3s.o'
to 1"- I vJ ~ 126.0' I ~~
r-- jttJ laid ~~ I ~\~ w - I
I~ l'b'b lIVe 33ijH1 I . 0Cl I
. NN ~~ ?JVijVO I~ ~ 110.0,
I~ I ~ N 'in d 0
N _ N IpER P
I I ,00'69 I~ I
I I 56.7' .00"1 'v{ I
I I 13,9' ~ \ I
I M.E1 I
O. 1822.0 I \ ~.O' \
166.78' \ \
I
a
~
fLOOO HAZARD STATEMENT
CERnflCA nON
,\\11\\\\\1111111111/1////,
#~~ S L (;, ~//1~
#' ~'\ """:,,.. :,p/~,~
'2$ ~~ ..' 5T€' '" (h ~
~~,,'~G\N I?i.-.... ~~
~~""'I- 0 o....;c~
I ( 50303 .\ ,
~ '. : :;::
'% ..... STATE OF ./ ~
~ /.... ....<C\. ~
~/.",; ...f.tvOI A"!;'" "''''''If
~ '#J """""", c\" If
~I//, SUR~~~~~
"/I/I1iIIlIIIIIII\l\IIII\~
0'- l 'f--f1
Note: The contractor Is to maintain
a minimum distance of ten feet (10')
between the sanitary sewer and
water line laterals.
Note: The garage finished floor elevation
Is 1.3' above the curb at the drive, per
plan.
NOTE;
IN 1HE RESIDEN'IlAL OlsrnlCTS LIMI'IlNG
HEIGHT TO TWENTY-FIVE (25) FEET, A
DWELLING MAY BE INCREASED IN HEIGHT
TO 1HIRTY-FlVE (35) FEET PROVIDED
1HE SIDE AND REAR YARDS ARE
INCREASED AN ADOI'llONAL FOOT FOR
EACH FOOT SUCH srnUCTURE EXCEEDS
TWENTY-FIVE (25) FEET IN HEIGHT.
PER CARMEL ZONING ORDINANCE 26.1.1.
Ground Cover Calculations:
Drive = 1,300SFf
Public Walk = 302 SF f
Private Walk = 6 SF f
Rear Yard = 5,227 SFf
Sod = 4<1e SYf , from rear of home.
~
TYPICAL SWALE SECllON
This drawing is not intended to be represented os a retracement or
original boundary survey, a route survey, or a Surveyor Location Report.
Flood Hazard Statement: The accuracy of ony flood hazard data shown on
this plot plan is subject to map scale uncertainty and to any other
uncertainty in location or elevation on the referenced flood Insurance rate
mate (FIRM). None of the within described land lies within that special flood
hazard zone . A', as soid land plots by scale on Community Map Panel #
18057C 0026 F of the flood insurance rate maps (FIRM) for the city of
Carmel, Hamilton County, Indiana, Dated February 19, 2003.
REVISION # 1
ADD SEWER & WATER LATERALS
VB#06.0056136
06-12-06 MBK
REVISION # 2
NEW HOUSE MODEL
VB#06.0065392
12-7-06 ARW
o
~
=~=
o
Assumed North
~O
SCALE l' = 30'