HomeMy WebLinkAbout06120046 Site Plan
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:hneider
Plcll PrIpcnd for:
\ and SabrtIa Jensen
, 255, CGIl~1ng 19,168 SF.i, n
. of Westday
IlII , 12002-8
unent , 200500042568
13. 9Ide , 686
flip, Hcrnlton County
8, 111lN, RJE
HOUJ9ass Drfw (50' R/Vf)
lI, IN 46032
red Date: r>>/'JB~ : By: J(J
l!Ie _ CorporaIloD
lI801otl1_
---
..............__1-11l8'7
317-8l8-711lO
317-8l8-72IlO PAl
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Sum7IDI
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GJS.Ull
GooIlv
Plot Plan Legend
~ Proposed Grades
000.0 Existing Grades
_ 000.0- Contour Grado
* Appro.. lateral location
- . - Sanitary Sower Unes
- er- Storm Sower Unes
- v - Water ServIce Unes
- - - - - - - Sub-Surface Drain Unes
. Manholo (Sanitary or Storm)
. Boehl", Inlet (Storm)
11II. Curb Inlot (Storm)
D End Section (Storm)
.... FIre Hjdrant
- 000 _ 000 - Flow Une of swale
- - Bunlfmg Uno (Bl / BSL)
- - - - - - - Easement Une
,~y Resbictlons:
rei = 5'
rd = 25' (3' lor garages from aDeyo)
to = 15'
=R2
Nate: Sanitary Sower
Top of Casting Information
Upstream Manhole, TC= 889.60
Downstream Manhole, TC= 891.20
per plan.
!he garage finished floor e1e",tlon
Ibo", the curb at the dri"" per
"" = 3.3"
Finished Floor EJ....tion Information
Pad Grado = 892.5 per plan
Pad Grade + O. r = Garage FFE (893.2)
Garage FFE + 1.5' = Residential FFE (894.7)
Residential FFE - 10.0' = Basement m: (884.7)
to grade side )'Inl swate
, shawn on this plan. If bunder
to achieve positiw drainage away
~ structure, the engineer shall
:led. bui\\ler is not to d8'liate from
own on this plan ~out the consent
,e The Schneider Corp. and Brenwick Dev.
Ground Ca.... Calculations:
DrM> = l,944SF:!:
Public Walk =1,011 SF:!:
Pmate Walk = 591 SF:!:
H)droseeding =7,327 SF:!:
Sod = 777 SY:!:, from
Roar of residence.
plan was prepared
information taken
'd plats, subdMslon
II"d drawings and
Ided by client It
IOOslbn~y of tho
to'lOrifyw
prior to construction
The Schneider
!lnlnwlck Development
iilpancieS.-'-'
streets from trucks
to be cleaned at
each day.
and sUt fence to be used
od to keep mud off of
out of slorm sewers.
alerals
curb
t
y Sower
face !!rain
r
.. tOp to be
ilil granular
,Ithin 10. of
.. top to be restored
~ condition prior
on.
:ml suggested
'y at sanitary sewer
, water line trench
r exC<Mlled areas.
lCCUnl)
:Bilies on plat plan
OPtions per plan
. verifled in the field.
'!Y areas - Westclay)
'5 on lols 100' and !""Jer
'(f on less than 100'
SOlI:
areas - Weslclay)
~'
2 stories
SOlI:
"own is per plans
as-buDt e1....uon.
,/
,/
,/
lor the e1....tion
sen the primary finished
10 the top of basement
basement finished floor
, the client
Note:
!he basement e1owtion, depicted hereon, has been detenmined and
bosed on the pad grades and/ar contOUnl taken !ram the
construction plans for this subdivision. Unless slated, no information
about fluctuatin9 water tables, san conditions, ar san twos has
been pnl'lided ar slated on said plans. This lot is located near a
body of water. Lot ar saD conditions may roqulre that the
bosement floar dowtlan bo held 2 foat ab... nonmal pool
oI....tlon. Site investigation may bo needed If water is encountered
during the OXCCMJtlon process ar if other known water e1....tion ar
sails cond~lons are present In'lOStigatlon and any remedial
procedures is at the discretion of the bulder to detenmine and
take appropriate sleps of action. If any ground water is
encountered during oxCQYOtlon tho buRder Is encouraged to contact
The Schneider Corporation to discuss pOSSIble courses of action.
Note: Sump pump(s) to be
placed by buDder as neodod.
LOT# 255
V8O'o.0062137
o
~
=~=
~
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TYPICAL SWALE SECnON
Note: BuDder to ensure
poslti", drainage away from
structure(s).
o
Assumed North
Scale: 1. = 30'
Note:
Contractar to maintain a 10'
ooperation between the sanitary
lateral and water lateral.
BLOCK "D.
TIPTON GREE
COMMONS
CHAlRBACK
I. Dennis L Grumpp, duly IIcensel
Surveyor, Indiana , 50303. do
hereby certIfy that In my opinion
the flnIshed grades are construc1
as shown, the Surface Drainage
the subject lot. wBl be satlsfodc
for ResidentIal Construction.
RE'ilS1ON "
RE'ilSED PRIVATE WAlX
&: lOCA 1l0N OF HOUSE
'<1>06.0064607
11-16-06 AUA
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, ( 50303 "') 1
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This drawing Is not Intondod to be represented as a retracornent or
original boundary survey, 0 routo survey, or a Surve)'>r location Report.