HomeMy WebLinkAbout07030028 Site Plan
~~
Schn8ider
This Plot P1C11 Prepcnd Fer. 11ft Hames
Lot # 48, contoiningl0,941 S.F.:!:, in
Heother Knoll
Section , 2
Instrument # 2006-00004470
PC 4 Slide 13
Ooy TOIIII8h". HamllCII County
SEe 20. nllN. R03E
14334 HEATHER KNOLL PKWY (70' R/'IfJ
Westfield, IN 46074
Prepore"d Dote: 02/26/07: By: KAG
Community Restrictions:
Side Yard = 3' min.
Aggregate = 6' 8.H.
Zoning - SI
!be SchneIder CorporoUon
8901 OUI ANDue
Hiotoric fort _
IDdlaIIapcllo, IDdIaDa _8-103'7
317-828-7100
317-828-7200 fAll
Note:
This drawing is based on construction pions or record drawings.
and is nal based upon 0 field survey. The Schneider Corporation
does not warrant the accuracy 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. famng to do
so results in the contractors assumption of 011 liability.
M/I HOMES
Pod Grode = 919.1 per plan
Pod Grode + 0.2' = Garage m (919.3 )
Garage FFE + 0.5' = Residential FFE (919.8 )
Residential FFE - 9.0' = 8asement FFE (910.8 )
Oriveway Slope = 4.2:1:
Note: The garage finished floor elevation is
1.9' above curb inlet, per record drawing.
GROUNO COVER CAlCULATIONS:
Orive = 1,026SFt
Public Walk = 323 SF t
Pri1lOte Walk =n/a SFt
Seeding =5,499 SFt
Sod = 318 Srt,
from front of residence. 918.3
~
SlIrnytJlc
LandIcopo _........
CIS .us
Ceol..,
Plot Plan legend
[QQ[jU Proposed Grades
000.0 Exisling Grades
__ 000.0-- Contour Grade
* Approx. lateral location
- . - Sanitary Sewer lines
-.,- Storm Sewer Unes
- v - Water Service lines
- - - - - - - Sub-Surface Drain lines
. Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
l1li Curb Inlet (Storm)
D End Section (Storm)
... Fire Hydrant
- 000 - ...." - Flow Line of swole
- Building Une (Bl / BSl)
- - - - - - - Easement line
Note: Sanitary Sewer
Top of Costing Information
Upstream Manhole, TC= 918.71
Downstream Manhole, TC=917.14
per record drwg.
Note: The contractor is to maintain 0
minimum distance of ten feet (10')
between the sanitary sewer ond water
line laterals.
C.A. #8
R. MA
15 ~
I~
0 .l!;
C> I~
d
CXJ
53.0'
410'
917.2
131.22'
~
11.2'
8 21.00
g
29.JJ ~l!l
~ ~ i~
I
m
.00' !S~l:j
>- iU
2.00 Ii!
"
!SS!
~E 35.61
__.iD___
\1.2' 9.3' 10.0'
918.1
138.12'
FLOOD HAZARD STATEMENT
CERnFICA nON
~,,\,,\\I\lIIII"II/I"III/,
#" S L c;jt~
,# ~ ......:.... "'h;%;
~ ~....~G,SNTE"J?:;.:6......."""~
~<::::)..'q. 0 ". /O~
I \.f 50303 ) ~
- :=:
% ..... STATE OF ./ ~
~ /', ,,~
~ (' ~.....!.IvD' A~~.....~~
% '#J '.S'..'U..R.'\iC~ ,#
~41/, , \. ~~~
~IIIII1/II/IIII\I\\I""'"
'\:L l . Wr1
This drawing is not intendt ~o be ~re:resented os 0 retracement or
original boundary survey, 0 route survey, or 0 Surveyor Location Report.
Flood Hazard Statement: The accuracy of any fiood hazard data shown on this pial plan is
subjed to mop scale uncertainty and to any other uncertainty in location or ele1lOtion on the
referenced flood insurance rote mop (FIRM). None of the within described land lies within that
special flood hazard zone" A", os said land plots by scale on Community Mop Ponel ,
18057C0205F of the fiood insurance rote mops (FIRM) for Hamilton County, Indiana, Oated May
19, 1981.
Note:
The basement elevation. depicted hereon, has been determined em
bosecI on the pod lJ'odes ood/or contours lcien frcm the
construction p1C1lS for this !UbclMsion. Unless stoted, no information
about ftuctuoting water tables, sol conditions, fX soi 1)PeS has been
provided 01 stoted on said pions. This lot is located neG' 0 body of
water. Lot or soil condilicm may ~i"e that the basement "oar
elevation be I'IeId 2 foot dMM normal pool elevction. Site
iwestigation may be needed if waler is encountered ck.Irilg the
ncowlion process or if other known water elevation or soils
conditions cre present. Investigation nI (I'IY remadiol pracectJres is
at the cflStl'eticwl.of-the buidtr to determine md Ic*e appropriate
steps of oc:tion. If ony CJ'"ound woter is encountered o..ring elcowtion
the bulder is encouraged to contact The Schnelder Corporation to
cflSCUSS possi:lfe courses of action.
NOTE:
SUMP PUMP(S) TO BE PLACED
BY BUllOER AS NEEDED.
LOT. 48
VB07.0069086
o
~
=~=
Oetoa of
Groond/Storm Water:
now pattern of cr'l
indMduoi lot.
em
-M-
-~-
- ---
i
TC=917.40
PER R[COOD I
I DRAllNG
i-- I I
r-- I I
N i I 10(
...., I I
On
'0" PER5.~
N 917.6
S
I~
0.
~, -
R<ll aJRB
llHf724
TC-917.14
PER R[COOD
DRAllNC
i
~
.
o
I
4..' 5\.OPt
"-
TYPICAL SWALE SECTION
NOTE: IN THE RESIDENTIAL OISTRlCTS lIWmNG HEIGHT TO
TIl{NTY-FlVE (25) FEET, A OWEWNG WAY BE INCREASED IN
HEIGHT TO THIRTY-FIVE (35) FEET PROVIDED THE SIDE AND REAR
YAROS ARE INCREASED AN AOOITIONAL rOOT FOR EACH FOOT
SUCH STRUCTURE EXCEEDS TWENTY-FIVE (2S) FEET IN HEIGHT.
PER CARMEL ZONING ORDINANCE 26.1.1.