HomeMy WebLinkAbout06030225 Site Plan
a
The Schneider CorporD.tion
8901 Otis Avenue
Historic Fort Harrison
lndianllpolill, Indiana 46216-1037
317-826-7100
317-826-7200 FAX
Engmov1n&
SurveyiDc
Landscape Archilecture
GIS .US
Geology
lot Plan Prepared for.
stridge Custom Homes
)t , 862. containing 20,312 5.F.:l:, in
ILLAGE OF WESTa.A Y
action , 10003
;strument , 200400030208
.C. , 3, Slide , 396
lay Twp, HamDton County
EC.33, T18N, RJE
273 Finchley Rood (SO' R/W)
armel, IN 46032
repared Date: 03/17/06 : By: .1<1
lmmunity Restrictions:
de Yard = 5' or 8% of Width.
~or Yard = 20'
,gregate = 15' or 18% of \\1dth'
Lot Width is measured at the
Iilding line. Minimum is the greater
the requirements above or os
lown on the Recorded Plot
lte : The garage finished floor elevation
1.6' above the curb at the drive, per
In.
Ite:
ilder is to grade side yard swale
grades shown on this pion. If builder
unable to achieve positive drainage away
lm proposed structure, the engineer shall
contact.d. builder is not to deviate from
Jdes 'shown on this plan without the consent
both the The_.Schneider Corp. and Brenwick Dev.
is plot plan wos prepared
sed on information taken
lm record plats, subdivision
ms, record drawings and
ms provided by client. It
the responsibility of the
ntractor to verify site
nditions prior to construction
d notify The Schneider
rp. and Brenwick Development
any discrepancies.
mud in streets from trucks
lving lot to be cleaned at
e end of each day.
raw bales and silt fence to be used
ler€ needed to keep mud off of
reets and out of storm sewers.
I service laterals
ossing at curb
e stamped: ~.
\= Sanitary 'Sewer
;= Subsurface Drain
= Water
eo of water tap to be
d filled with granular
Jterial to within 10" of
p of curb.
eo of water tap to be restored
its' original condition prior
construction.
anular back fill suggested
Ider driveway at sanitary sewer
leral trench, water line trench
Id any other excavated areas.
situation occurs)
cation of utilities on plat plan
e general locations per plan
d should be verified in the field.
lte: (secondary areas - Westclay)
lX. height: 35' on lots 100' and larger
:) eve line) 3D' on less than 100'
lX. coverage: 50%
lte: (primary areas - Westclay)
lX. height: 30'
lild-up line: 2 stories
lX. coverage: 50%
Id elevation shown is per plans
d is not the as-built elevation.
e information for the elevation
'ference between the primary finished
lor elevation to the top of basement
III and to the basement finished floor
IS provided by the client.
I
Plat Plan Legend
1000.0 I Proposed Grodes
000.0 Existing Grades
__000.0-- Contour Grode
* Approx. Lateral Location
- . - Sanitary Sewer Lines
- a- Storm Sewer Lines
- 'vi - Water Service Lines
- - - - - - - Sub-Surface Drain Lines
. Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
IIlII Curb Inlet (Storm)
D End Section (Storm)
..... Fire Hydrant
_ 0 0 0 _ 0 0 0 _ Flow Line of swale
Building line (BL / BSL)
- - - - - - - Easement Line
Note: Sanitary Sewer
Top of Costing Information
Upstream Manhole. TC= 896.25
Downstream Manhole, TC= 898.48
per record drawings.
Finished Floor Elevation Information
Pad Grode = 898.S per plan
Pad Grade + 0,3' = Garage FFE (898.8)
Garage FFE + 1.0' = Residnetial FFE (899.8)
Residential FFE - 9.0'" = 8asement FFE (890.8)
---J a
TC=896.2;-r
PER RECORD
DRA\\1NG '
---
I, Dennis L. Grumpp, duly licensed Land
Surveyor, Indiana # S0303, do
hereby certify that in my opinian, if
the finished grades are constructed
as shown, the Surface Drainage on
the subject lot. will be satisfactory
far Residential Construction.
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ff ~,,'~G\S T€"R'~'",~...o~
$<::::::,/''''' No. 0',.",.;<)%
~ ! 50303 ' I
% '. STATE OF.. iff
~ /". / ... ,.'(). tt
~ (..(;I>./VDIA~~:"" ~~~
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/////lll/lillll\l\\\\\I\I\'
'\J'- l . P-f1
Nate:
The basement elevation, depicted hereon, has been determined
and based upon the pod grades and/or contours token from the
construction plans for this subdivision. Unless stated, no
information about fluctuating water tables, soil conditions, or soil
types has been provided or stated on sold pions. It is
recommended that the basement finished floor elevations be at
least two reet (2') above the normal pool elevation of any
adpining bodies of water, unless 0 study of facts reveals
otherwise. If during the excavation process any ground water is
witnessed, The Schneider Corporation should be notified
immediately. The basement elevation should be raised two feet
(2') above the ground water, and additional construction
techniques should be incorporated to alleviate future problems.
i
~
o
4: 1 SLOPf ~
TYPICAL SW,.
Detail of
Water flow
I
\
1\[
II
I I
Nate: Sump pump(s) to be
placed by builder os needed.
LOT # 862
VB06,0050733
PO# 00708053
~
D
=~=
Note: Builder j
positive droinal
structure(s).
~
Assumed North
Scale: I' = 30'
,
TC'896.89
PEll RECORD
DRA~NGS .
t----=:-
TC'896.86
PEll RECORO
DRA~NGS
- ~.. FINCHLEY ROAD
5.0' i--
PEllp ~JoO'
LAN 'P7. E[EV=S97.2 B':e-
.2 PER PLAN
--
-
cO
:il
---
r'
4 WALK
,20~DU&S[ .01.43
i 20' BL 21.0'
~ "*
---
89 .r -a
y -
CONC.
DRIVE
S
25.0'- !Hi"
~s
26.5 is::!
in 0:
~
PORCH
:8.5
I
I
I
I
I
I
,
~
13.67
22.33
~
oJ
BASEMENT
7'
---
---
co
CD
-",
'"
..,,:
m
~
N
-896.2 - ,
40' DU&SE
I 897.0 IME
100.00'