HomeMy WebLinkAbout06040142 Site Plan
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!ider
The Schneider CorponUon
8901 ou. Avmue
Blstoric fort. BarriIon
Indlanopollo, IndiaDa 46216-1037
317-626-7100
317-626-7200 FAX
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I.oWoape Uobileoluro
GIS.US
Geolo&Y
Note:
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
t;pes has been provided or stated on said plans. It is
recommended that the basement finished floor elevations be at
least two feet (2') above the normal pool elevation of any
adjoining 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 additionoi construction
techniques should be incorporated to alleviate future problems.
Note: Sump pump(s) to be
placed by builder os needed.
~ed for:
xnHomes
:ontoining 21.475 S.F.:I:. in
Itcloy
102
200400075938
e # 519
nUton County
R3E
n Court (31' R/YI)
6032
c 03/03/06 : By. J<I
::tions:
otion Information
4 per plan
= Garage FFE (893.7)
= Residential FFE (894.7)
9.0'f = Basement FFE (885.7)
, side yard 3wole
n this plan. If builder
Ie positive drainage away
lcture, the engineer shall
ler is not to deviate from
his plan without the consent
:hneider Corp. and Brenwick Dev.
prepared
on taken
subdivision
ngs and
:iienl it
, of the
, site
construction
neider
Development
s.
--~
from trucks
eoned ot
y.
: fence to be used
ep mud off of
storm sewers.
in
o be
ulor
)" of
o be restored
tion prior
jgested
mitary sewer
line trench
ated areas.
In piat plan
per plan
j in the field.
" - Westcloy)
ots 100' ond larger
ess than 100'
- Westcloy)
es
s per plans
llt elevation.
Ie elevation
~ primary finished
top of basement
,ent finished fioor
~ient.
Plot Plan Legend
~ Proposed Grades
000.0 Existing Grades
__ 000.0-- Contour Grode
* Approx. Lateral Location
- . - Sanitary Sewer Lines
- aT - Storm Sewer Lines
- " - Water Service Un..
- - - - - - - Sub-Surface Drain Lines
. Uanhole (Sanitary or Storm)
. Beehive Inlet (Storm)
ill Curb Inlet (Storm)
D End Section (Storm)
.... Fire Hydrant
- 000 _ 000 - Flow Line of swale
Building Line (BL / BSL)
- - - - - - - Easement Line
VB06.0049902
LOT# 845
o
~
=~=
Note: Sanitary Sewer
Top of Costing Information
Upstream Uanhole, TC= 892.60
Downstream Uanhole, TC= 890.80
per plan.
o
Assumed North
Scale : r = 30'
Note : The garage finished floor elevation
is 2.0' above the curb at the drive, per
pion.
".
/ ") tflV'-
( A.
\"
:\
...,
\
~
1~.93 ~
15' DU&SE ~
--'--
I
,
,
, I ~ ~
60.0 30' BL
t; 17.6
N
'"'
\
~
1:>),
'b\
q<~\
\
O?'a \
~9- -;} \
~ .'/'
~ O. 6'- \ I 891.0 I
U' 'l.=---
1890.51
6.33
,
I
I
SU~P J.
PROPOSED U
FR~&llSY -
RE9DENCl:
-
.7'
~
~
r----
I SCREEN
I PORCH
l;!'3.67'
4'!"o.
"8
...;
APPRO~
LOCA nON
OF POOl
25' DU&SE
39.2'
27.5'
144.90'
I, Dennis L Grumpp, duly licensed Land
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.
"\1111\\\1111111/1/1/1/1111.
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~ c--.."...Qc No 0......0""
f ~ S0303 ) )
% \. STATE OF ./ ~
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~ ~ A.....!.tvOI Atl:......~~
<?<-Y.l0l .............\..." i'i!!
<?< "b SUD\I "' i'i!!
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~lr-v
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TYPICAL SWALE SECTION
Detan of Groond
Water flow pattern.
Note: Builder to ensure
positive drainoge away from
structure(s).
"
""
I 4 WALK
CHAiRBACK CURB
~
10.0'
N
N
Ln
~
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~
889.4
888.9