HomeMy WebLinkAbout07050219 Site Plan
~~
chneider
The Sohneldnr Corporation
8aOl 0Ue Avenue
BiBtorlc Fort BmiBon
IndlQDl.poUs, IndiAna 46216-1037
317-826-7100
317-826-'1'200 FAX
Ena!noorlng
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Geology
Note:
The basement elevatIon, depIcted hereon, has been determIned and based on
pod grades and/or contours token from the construction plans for this
subdivision. Unless etated, no Information about fluctuating water tobles, 9011
condItIons, or 5011 twas has been provided or slaled on sold plans. This lot 1
located nBor (] body of woter. lot or I>oil conditions may require that the
basement noar elevatron be held 2 foot obove normal pool e1eVl:ltioo. Site
Investlgatlon may be needed If water Is encountered during the excavatIon
process or if other known water elevation or soils conditione ore present.
Investlgatron and any remedial procedures Is at the dIscretion of the builder t
determine and toke appropriate steps of acUon. If any ground water 15
encountered during excavatIon the builder Is encouroged to contact The
SchneIder CorporatIon to .dlscuBs possible courses of action.
Plan Prepared far: Estridge Custom Hames
# 538, containing 10,177 SJ.:l:, in
AGE OF WESTCLAY
ion # 5001
ument # 20050001 9934
# 3, Slide # 606
o Deerstyne Green Street (50' R/W)
nel, IN 46032
lared Date: 05-03-07 : By: MBK
Plot Plan legend
1000.0 I Proposed Grades
000.0 Exisllng Grades
__000.0-- Contour Grode
* Approx. lateral LocatIon
- I - Sanitary Sewer lines
- IT - Stonn Sewer lines
- 'vi - Water Service lines
- - - - - - - Sub-Surface DraIn LInes
e Manhole (Sonitory or Slarm)
. Beehive Inlet (Storm)
IlIII Curb Inlet (Slorm)
D End Section (Storm)
,lIP., Fire Hydront
- . . . - . . . - Flow Une of swa!e
Building Line (BL / BSL)
- - - - - - - Easement Une
LOT # 538
VB # 07.0073173
PO#00742697
Ilunlty RestrictIons:
Yard = 5' MIN. (one side only.)
Yord = N/A
,gate = 2070 of lot width
e lot at BlL.
ed naar Eie""lIan Information
;rade = 903.7 per cole.
)rode + 0,3' = Garage FFE (904.0)
;rade + 1.7' to FIT of Residence (905.7)
,ntlal FFE - 10.0'f = Basement FFE (B95.7)
Deloll of Ground
Water flow pattern.
: The goroge finished floor elevation
I' above the curb at the drive, per
Note: SanItary Sewer
Tap of Casting Informallan
Upstream Manhoie, TC=903.33
Downstream Manhole. TC=901.7D
PER PLAN
-M-
-~-
o
~
=~=
o
Assumed North
Scole : l' = 30'
r Is to grade side yard swale
Jdes shown on this plan. If builder
lble to achIeve posItive draInage away
proposed structure, the engineer shall
ntacted. builder is not to deviate from
s shown on this plan wIthout the conssnt
th the The Schneider Corp. and Brenwlck Dev.
Note: Sump pump(,) to be
placed by builder os needed.
Note: Builder to ensure
positIve draInage away from
,tructure(,).
laY Slop. = 4.170
STR#422
901.70
PER PLAN
Note: The contractor is to maintain
a minimum distance of ten feet (10')
between the sanItary sewer and
water line laterals.
lrvice laterals
iog at curb
,tamped:
SanItary Sewer
Subsurface Drain
Voter
of water tap to be
filled with granular
rial to within 10~ of
lfcurb.
ElEV=903.1
PER PlAN
f::::
'" B.O.-8
0
~
28.J3' 8
oJ
51:> ~i~
10 o 15
~~ '" ijj< ~~~
O~ n ~~
00 F
26.33' 1:J
rl
130.00'
903.9
~.
,
b
; OPt ~ .'\ S\.oPE
TYPICAL SWAl.E SEClTON
~~1
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S · ~ .(
llot plan was prepared
I on Information token
record plats. subdivision
record drawings and
provided by cllenl. It
1 responsibDity of the.
:Jctor to verIfy site
Uons prior to constructIon
IOlIfy The Schneider
and Brenwlck Development
y discreponcles.
ud In streets from trucks
9 lot to be cleaned at
nd oj each doy.
I bales and silt fence to be used
i needed to keep mild off of
ts and out of storm sewers.
rn--------____ L
~ 45.00' 1:J --rl ---
~ :: ~ 2J.D'JO.0'
9.6T 1,~0'
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of water top to be restored
,. original condition prior
Instructlon.
J
J
I
I
~.,
,.,
g
liar bock fill suggested
" drIveway at sanitary sewer
II trench, water line trench
ony other excavated areas.
tuation occurs)
/
Ian of utilities on plat plan
IBIlerel locations per plan
,hould be verified In the field.
(secondary areas - Westclay)
height: 35 on lots 100' and larger
va line) .30' on less than 100'
coverage; 50%
I, Dennis L. Grumpp, duly IIceneed Lal
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. wlll be satIsfactory
for ResIdentIal ConstructIon.
(primary areas - Westclay)
height: 30'
-up I~e: 2 stories
COve{ooe: 50~
slevo Ion shown Is per pions
s not the Qs-buHt elevation.
NOTE: MINIMAL TOLERANCE PRESENT ON lliIS LOT
The home locotion shown hereon has mInimal tolerance for plocement
of soid home due to Its proxImity to setback Ilnes and/or easement
lines. While not required, It may be advantageous that the builder have
the foundation pinned after the footing Is poured to help ensure that
the improvements do not encroach upon such lines.
REVISION # 1
MOVE HOUSE
05-04-07 MBK
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nformatlon for the elevation
ance between the primary finished
elevation to the tap of basement
lnd to the basement finished floor
"avlded by the client.
drawing is not Intended to be represented os a retracement or
101 boundary survey, 0 route survey, or 0 Surveyor Location Report.