HomeMy WebLinkAbout07050021 Site Plan
Note:
ThIs drawing Is based on constructIon pions or record drawll
and Is not based upon 0 field survey. The Schneider Corpo"
does not warrant the accuracy or sufficiency of this inform(
Contractors should verify exlstlng conditions prior to any
construction, Any discrepancy found on this drawing should
be reported to The SchneIder CorporatIon Immediately; toll1o
to do so results in the contractors assumptIon of 011 liobll1t
The Schneider Corporation
8901 0Us Avenue
Historic Fon Harrison
Indl.lmapollB. IndillDll 46216-1037
317-826-7100
317-820-7200 fAX
EDglneerlDg
Surveylng
Landscape Archilecture
GlS .lJll
Geology
on Prepared for:
e Custom Homes
14, containing 1B,907 SJ.:l:, in
: OF WESTCLA Y
, # 9003
lent # 200600000421
3, Slide # BOO
vp, Hamilton County
. TlBN, R3E
BiRKENHEAO STREET (50' R/w)
, IN 46032
ld Date: 03-30-07 : By: MBK
Plot Plan legend
1000.0 I Proposed Grades
000.0 Existing Grades
.----000.0- Contour Grade
* Apprax. lateral Location
- II - Sanitary Sewer LInes
-8'f- Storm Sewer Lines
- '" - Water Service Lines
- - - - - - - Sub-Surface Drain Lines
e Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
IIllI Curb Inlet (Storm)
D End Section (Storm)
.All. Fire Hydrant
- 0 C 0 - 0 0 C - Flow Line of swole
Building Line (BL / BSl)
- - - - - - - Easement Line
Note:
The basement elevation, depicted hereon, has been deterrr
based on the pod grades and/or contours loken from the
construction plans for this subdivision. Unless stated, no
information about fluctuating water tables, soil conditions,
types has been provided or slaled on sold pIons. This lot
located neaf 0 body of water. Lot or soli conditions may I
that the basement floor elevation be held 2 foot above nl
elevation, Site investlgation may be needed If water is ane
durIng the excavation process or if other known waler ele'
soils conditions ore present. Investigation and any remedlo
procedures Is at the discretion of the builder to determinE
take appropriate steps of action. If any ground water Is
encountered during excavation the builder Is encouraged tl
The Schneider Corporation to discuss possible courses of I
i1ty Restrictions:
.d = 8% of the width of the lot or 5
lchever Is greater.
"d = 20'
te = 18% of the width of the lot at
ling line or 15', whichever Is greater.
. R2
Note: Sanitary Sewer
Tap of Casting Information
Upstream Manhole, TC=901.92
Downstream Manhole, TC=901.91(ADJUST TO 902.00)
Per Record Drawing
~
~
=~=
~
Assumed North
Scale : 1" = 30'
LOT # 14
VB # 07.0071268
Detail of Ground
Water flow pattern.
Nate: Sump pump(s) to be
placed by builder as needed.
z
.~
o
4: 1 SLOPt -:!.
[Q
-M~
~H-
- - --
Floor Elevation Information
je = 903.1 per calculation
je + 0.5' = Garage FFE (903.6)
je + 1.0' = Residence FFE (904.6)
iol FIT - 10.0'f = Basement FIT (894.6)
Slape = 2.9%
Note: The contractor is to maintain
a minimum distance of ten feet (10')
between the sanitary sewer and
water line laterals.
. $\.0 ~
Nate: Builder to ensUl
positive drainage awa)
structure(s).
ne goroge finished floor elevation
bove the curb at the drive, per
TYPICAL SWALE SECTION
65' OF ENGINEERED FILL LIMITS
\
I
I
n I u~
" / '"
co 23.7' '" Sgs
0> I N
..., / I-/~
I; ~ I /
iSl / 35.00'
j;jl / >- 1l~ >- I~
~
!ti ~
I / tlj< 1:1
~S\' ~ '--
103.6' I FE'" 2.00
4.33' t::J
l. I /
I / @ ..- ~
c
'0 I I "" / V)
C> :o! 1;; BLOCK "A"
d I I 10.0' oj , i~ PARK
n !Jl1ntj
C>
I I c;ljiS 5 5' '-'J ADAMS GREEN
I I ~~m i ..- I PER 'PlAN k
~ ~ ....
5.33' is
113.6' ~ ;,. I..i]
I b '(!)ff ~w()w
I; c ~
I :2 36.00' &05
29.0'
902.4 lC=901.65 8-8 (flU
ME PER RECORO I
I
CHAIRBACK CURB
5,1-
All service laterals
crossIng at curb
are stamped:
SA= Sanltory Sewer
5S= Subsurface Drain
W= Water
Area of water tap to be
back filled with granulor
material to within 10" of
top of curb.
I, Dennis L. Grumpp, duly licensed Lt
Surveyor, IndIana -# 50303, do
hereby certify that In my opinion. If
the finished grades are constructed
as shown, the Surface Drainage on
the subject lot, will be satIsfactory
for ResIdential Construction.
water tap to be restored
original condition prior
truction.
Nate:
Builder is to grode side yard swale
to grades shown an this plan. If builder
is unable to achieve positive drainage away
from proposed structure, the engineer shall
be contacted. builder Is not to deviate from
grades shawn on this plan without the consent
of both the The Schneider Carp. and Brenwick Dev.
" bock fill suggested
Irlveway at sanitary sewer
trench, water line trench
, other excavated areas.
Ition occurs)
, of utilities on plot pion
eral locations per plan
'uld be verified In the field.
This plot plan wos prepared
based on information token
from record plots, subdivision
plans, record drawings and
plans pro~ded by client. It
Is the responsibility of the
contractor to verify site
conditions prior to c~mstruction
and notify The Schneider
corp. and Brenwlck Deveiapment
of any discrepancies.
REVISION # 1
REVISE FOUNDA ~ON DIMS.
V8I/07.0072B92
04-27-07 MBK
'ecandor! areas - Westclay)
Ight: 35 an lots 100' and larger
line) 30' an less than 100'
verage: 50%
prlmory areae - Westclay)
Ight: 30'
o line: 2 stories
ver-age: 50%
All mud in streets from trucks
lea~ng lot to be cleaned at
the end of each doy.
Straw bales and slit fence to be used
where needed to keep mud off of
streets and out of storm sewers.
REVISION # 2
MOVE HOUSE
V81/07.0D7308D
05-01-07 MBK
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#'~~.........:..."..''''h~
~~ "'Q\STef?e:_ o/'....<>~
&~ ....~~ No 6'....;<>~
f ( 50303 ) I
a \. STA1E OF .... .~
:;;'" .' ~
~ ~.....IIltDI Al'\\>-......~$
'%;, '4tJ................( '\ ':. #
~1,>1. SUR~ \\#
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O:-l~
votlon shown Is per plans
10t the as-built elevation.
lrmatlon for the elevation
:e between the prlmory finished
lVatlon to the top of bosement
I to the basement finished fiaor
vlded by the client.
This drawing Is not Intended to be represented as a retracemel
original boundory survey, a route survey, or 0 Surveyor location