HomeMy WebLinkAbout06040090 Site Plan (2)
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:hneider
The Schneider Corporation
8901 QUa Avenue
Historic fort Harrison
Indlanapollo, Indlua 46216-1037
317-628-7100
317-628-'/200 FIX
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3urnJin.I
Wulscape Arcb1led....
GJ3.Ull
GeoIoID'
'Ian Prepared for:
ge Custom Homes
444, containing 7,560 5.r.:I:, in
I of Westclay
n I 5001
nent I 200500019934
! 3, Slide I 606
on County, Clay Twp.
Tradd Street (50' R/Yf)
I, In 46032
ed Date: 04/05/06 : By. J<I
Floor Elevation Information
je = 902.0 per plan
le + 0.3' = Garage FIT (902,3)
IT + 1.0' = Residence FIT (903.3)
01 FFE - 10.0':1: = Basement FIT (893.3)
he garage finished floor elevation
bove the elevation at center of
. plan.
to 9rade side yard swale
I shawn an this plan. If builder
to achieve positive drainage away
)osed structure, the engineer shall
:ted. builder is not to de~ate from
lown on this pIon without the consent
he The Schneider Corp. and Brenwick Dev.
pion was prepared
information token
rd plats, subdivision
ord drawings and
;ded by client. It
ponsibility of the
to verify site
prior to construction
The-Schneider- - - .
Brenwick Development
crepancies.
streets from trucks
to be cleoned at
each day.
i and silt fence to be used
ed to keep mud off of
lout of storm sewers.
laterals
curb
d:
ry Sewer
-foce Drain
er tap to be
with granular
within 10. of
er top to be restored
lal condition prior
:ion,
:k fill suggested
oy at sanitary sewer
h, water line trench
er excavated areas,
occurs)
ltilities on plat plan
ocotions per plan
e verified in the field.
dory areas - Westclay)
35' on lots 100' and larger.
30' on less than 100'
0: 50~
y areas - We,tclay)
30'
2 stories
': 50~
shown is per plans
!! as-built elevation.
In for the elevation
rieen the primary finished
to the top of basement
e basement finished floor
,y the client.
=L{CH~RBACK CURB__ ____
~
f- b~ \\INDDW 140.00 5.6'
w "'15 O'll 46.58 ~ 26.75' E
,,,, P
W ~ ill ,0
0::::: m~tj , .,.
f- d L, o~ '" u"'
(f) , ~ 15"
WAlK Q:~~ , I:j< g 00 C)
g >- ~ ~ ~.,.
~ , "'''' C)
Cl .... lB.6T , '"'" ,.
Cl 2.1 ~ ~ ~ -~
z , '"
<( 22"1 !!l L._________ 6.00
~41':1 '" ~ ;E
0::::: ~
,,; ~ < '"
f- IS ~
~
~:l: 24.00' 38.67' 36.6'
5.0'
f- ~ ~16.0' 44.6 136.67
1.1 N - r'
~
Plot Pion Legend
[]2Q&l Proposed Grode,
000.0 Existing Grades
__ 000.0-- Contour Grade
* Approx. Lateral Location
_ . - Sanitary Sewer Lines
-a'- Storm Sewer lines
- IJ - Water Service lines
- - - - - - - Sub-Surface Drain lines
. Manhole (Sanitary or Storm)
. Beehive Inlet (Stonn)
11II Curb Inlet (Stonn)
D End Section (Storm)
... Fire Hydrant
_ 000 _ 000 - Flow Line of swale
- Building Line (BL / BSL)
- - - - - - - Easement Une
Note: Sanitary Sewer
Top of Costing Information
Upstreom Manhole, TC= 902.26
Downstream Manhole, Te= 901.60
per plan.
Nate: Sump pump(s) to be
placed by builder as needed.
Community Restrictions:
Side Yord = 5' min. ane side only
Reor Yard = N/A
Aggregate = 20~ of lot width at build-to line
MH#431 I
TC=902.26
PER PLAN
~I
.
.
.......
TC=901.60
PER PlAN
MH # 421
I, Dennis L Grumpp, duly licensed Land
Surveyor, Indiana 11 50303, do
hereby certify that in my opinion. if
the finished grades ore constructed
os shown, the Surface Drainage on
the subject lot. will be satisfactory
for Residential Construction.
,,\I\\\I\IIII1IIIIJ/fII/J1.
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:::::: .'~' N ".;"":;:;::::
"'~ ...~v 0 0'.. ~A'"
I (.' ~ 50303 'Y" 1
~ \. STATE OF .:" fjg
~ /.. .' ~
::;:;; (" ". I p.. .'"a. ~
~ ~'41"",,'YOI A".....'I\. <'-."""f!?
~ "Y~y/) ."........ ,( .'J ~
~ V SUO\I \. ~
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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
types has been provided or stated on said plans. It is
recommended that the basement finished floor elevations be at
least two feet (2') obove the nonnal pool elevation of any
adjoining bodies of water, unless 0 study of facts reveals
otherwise. If during the excavation process on y 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,
~~1
t'^
LOTH 444 !I.
VB06.0050962 ~
o
~
=~=
o
Detail of Ground
Water flow pattern.
Assumed North
Scale: I" = 30'
LQJ
-ri-
-w-
- - - -
Note: Builder to ensure
positive drainage away from
structure(s).
,.
PLEASE NOTE THAT THE STRAIGHT UNE SLOPE
OF THE DRIVEWAY FROM THE GARAGE fiNISHED flOOR
ELEVATION TO THE TOP OF THE CURB AT THE CENTER
OF THE DRIVEWAY EXCEEDS 5~ AS PROPOSED. THIS SLOPE
IS BASED ON THE REQUIRED ~INIMUM GARAGE fiNISHED
flOOR ELEVATION AND THE EXISTING TOP OF CURB ELEVA noN.