HomeMy WebLinkAbout06100095 Site Plan
~
eider
epared for:
tom Homes
containing 8,284 s.r.:I:, In
YlESTCI..A Y
1O3
, 200400050697
de I 446
amDton County
, line street (50' R/YI)
46032
le: 09/22/00 : By. J(J
!'he Schneider CorportlUon
6901 otis Amwe
HiItoric Port Harrison
In.t1.,,''V't1,. IDdIana 48218-1037
317-828-7100
317-828-7200 fAX
b&b>oerina
-
Lmmcape .1rchI.tectlD'8
G1S'llll
GooI,.,.
Plot Plan Legend
[QQQ]] Proposed Grades
000.0 Existing Grades
__ 000.0-- Contour Grade
* Appro,. Lateral Location
- . - Sanitary Sewer Lines
-11'- Storm Sewer Lines
- '" - Woter Service Lines
- - - - - - - Sub-Surface Drain Lines
. Wanh~e (Sanitary or Storm)
. Beehive Inlet (Storm)
IIIIl Curb Inlet (Storm)
D End Section (Storm)
.... Fire Hydrant
- 000 - 000 - Flow Line of swale
- - Building Line (BL / BSL)
- - - - - - - Easement Line
trictions:
fA
)~ at Setback
levatioo Information
'G) = S07.3 per plan
.3' = Garase FFE (907.6)
.0' = Residence FIT (SOB.6)
- 10.0' = Basement FIT (BSB.6)
Note: Sanitary Sewer
Top of Casting InformotiOfl
Upstream Wanhale. TC= S05.52
Downstream Manhole, TC= 905.28
per record drawings.
Note: Bunder to ensure
positive drainage away from
struture(s).
Note: Sump pump(s) to be
placed by builder os needed.
3ge finished floor elevation
Ie olley at the drive, per
1.6~
to grade side yard swale to
1 this plan, If bunder is unable to
drainage away from proposed
I'Igineer shall be contacted. builder
~ from grades shown on this pion
.ent of both the The Schneider
'ick Dev.
Note: Contractor to maintain
o 10' seperation between the
sanitary loteral and water lateral.
os prepared
,otion token
ls. subdivision
owings and
'y client. It is
, of the
lI'ify site
to construction
ichneider corp.
,veiopment of
s.
L
J,..
ARCH DALE STREET
30.0'
B-B
t
.
(S05.24)
CHAIRBACK CURB
,ts from trucks
, eleaned at the
,.
'12rf 5' WALK
12.0" '" 104.g4'
............ 3J.3J
::l
d
N
sOt fence to be used
) keep mud off of
of storm sewers.
'b
o
Lti
lO
"*
l;; 11111
~ ~~
4.67'
--,
l____,
,
,
I
'-,0-
,,.
'01
I
,Is
I
u!O
1'll!i
/'"
~wer
Drain
ELEV=S05.6
PER PlAN
ap to be
granular
in 10. of
...
....
.0
o
0>
ap to be restored
:onditlon prior to
,II sussested
at sanitary sewer
fater line trench
~xcaYQted areas.
,urs)
SIR, 404
TC=9il5.52
PER RECORD
ORA\l\NG
CNJT10NI
The horM Iocdan Ihown -.on hu "**'-I...... tar
pIaoemIInt.-ror, ........11I,-.A,~...liI~ hit tht bUkiM'
MoW..........-....- ......1Iftw.. bJOv II pcued tc...,.
hi.. ~.... .........~ do net ..-:::roach Lf:lO"I ...... ... or
"'I,..AA.
lies on plot plan
tions per plan and
,d in the field.
I, Dennis L. Grumpp, duly licensed land
Surveyor. Indiana /I S0303. do
hereby certify that in my opinion, if
the finished grodes are constructed
os shown, the Surface Drainage on
the subject lot, will be satisfactory
for Residential Construction.
r areas - Westelay)
on lots 100' and larger
. on less than 100'
50~
~reos - Westelay)
,\\I\\\\\IIIIII/II/IJIJIIII.
#\~c. L "Iij~
~ ,J . 0, ~
~ ~ """""". 4'hj~
~ ~",tG\SNT~t:?e."',,"'A
~c-... ..'q- 0 () ". ;O~
I~' 50303 ) I
% .... STATE OF ./ ~
~ /..... .... ~
~~ A "/"'DIA"~""~~
~ .,r,yll..........."..,\.' "'-> ~
"" "b sunil ,,~
~lil. (\"1 ~#
IIIIJIJIIJIIIIIII\\\\\\I\\~
"-'-'-- l . f-f1
stories
50~
lown is per plans
as-bunt eleYQlion.
for the elevation
en the primary finished
o the top of basement
basement finished
ed by the elient.
N,te:
The basement elevation. depicted hereon, has been determined and
based on the pod grades and/or contours token from the
constructIon plans for this subdivision. Unless stated, no information
about fluctuating .ater looles, soB conditions, or soli t)peS has been
provided or staled on said plals. Thb lot III IGalted neor 0 body of
water. Lot or sol conditions may r~1re thol the basement floor
elevation be held 2 foot 000'10 normal pool eleYCtion. Site investigation
may be needed If water Is erlCOllltered Brllq the eXCQvatlon process
or if other known water elevation or sols conditions are present.
Investigation and any remedial procedures is at the discretion of the
bulder to determine ood toke approprlota steps of action. If my
ground .ater Is encountered unq excavation the builder Is
encouraged to contact The Schneider Corporation to discuss possible
COlXSe9ofoctlon.
LOTH 513
VB06.0061602
~
~
=~=
4, ~I ~
~
TYPICAL SWALE SECllON
~
Assumed North
Scale : ,. = 30'
l
i TC-9D4.80 t,,--
PER RECORD ____
DRA\l\NG
11- I
TC=9D4.70 (S05.20)
PUl RECORD SIR, 402
DRAWING TC=9D5.B7
PUlRECOR
DRA\l\NG
5.0'
PER PlAN
,/
!;;,
'-'
oc..
::;;:!i
w"''''
z:
:::JI~
>-W
~W
<(~
W~
~(/)
~
~
1&6
in
12.0'.
20.0'
30.5'
......... ~
\l\ND01-> :'5
WElL rD <=>
.
NN
~
"'~ I
iii ~'b lD
. ,
l'l~
o
v
129.47
:g~
0>
Note: Top of Window Well must
meet W.F,P.G. of S07.3,
CD
'"
a
<5
..,
~
..
15
REV.' 1
REVISED FOUNOA TlON
VB06.00626B5
PO, 0072775S
10/10/06 JKI
REV.' 2
WOVED TO 12' BL
NC/TSC
10/12/06 JKI
This drawing is not intended to be represented os a retrocement or
original boundary survey, 0 route survey, or 0 Surveyor Location Report.