HomeMy WebLinkAbout07020142 Site Plan
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Schneider
TIle Bchoolder CorponU..
8901 0IlJ ,.....
_ForI_
"';tlAfl.p"liI, Ind1aDa 48218-1037
317-826-7100
317-826-7200 F.II
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GIlI.US
GeoIoo
This Plot Plan Prepared For: Arbor Homes
Lot # 39 ,containing 12,599 S.F.:!:, in
The Trails at Hayden Run Sec. 1
INSTR. # 200500069468
Clay Twp, Hamilton County
See 20, T29N, R3E
3210 FERRElL DRIVE (50' R/W)
. Westfield, IN 4607L
Prepared Date: 02/12/07: By: KAG
Community R..trIctlon~
Sid.. Yard =3' min.
Rear Yard = N/A
Aggregat. = 6 (8.H.)
ARBOR HOMES
Pad Grade = 920.2 per plan
Pad Grade + to' = Garag' FFE (921.2)
Garage FFE + 0.5' = Residential FFE (921.7 )
Residential FFE -10.0' = Basement FFE (911.7 )
Oriveway Slape = 5.3"
Note : The gorag' rllllshed floor elevation
Is 2.0' above the curt at the drive, per
plan.
GROUND COVEl CALCULATIONS:
Drive = 894 SF i:
Public Walk = 370 SFi:
Private Walk = 73 SFi:
Seeding = 6,640SFi:
Sod = 3191 SFi: ,
even with the rear of house.
NOTE:
SUMP PUMP(S) TO BE PLACED
BY BUILDER AS NEEDED.
W.H.j802
Tt-919.45
I'fR RECORD
ORAlllNG
FLOOD HAZARD STAlEMENT
CERllFlCA liON
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#~~ '\.....5...;:;::....'I'~~
~ ....G' ...ftL...........A~
~~. ..,"",.~ No ..()....""A~
;:: ~.,- .,..,~
f ( S0303 ) I
~ \. STATE OF ..-: ~
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Plat Plan Legend
cmI!llJ Proposed Grodes
000.0 ExIsting Grade.
-000.0- Contour Grod.
* Approl<. Lot..-al location
- . - Sanitary Sewer lines
-If - Storm Sewer lInes
- " --'- Water Ser<lce lines
- - - - - - - Sub-Surfac. Droln Unes
. Manhol. (Sanitary or Storm)
. 8.ehlve lnI.t (Storm)
l1li Curt Inl.t (Storm)
D End Section (Storm)
... Flr. Hj<lrant
- 000 _ 000 - Row line of swale
Note: Sanitary S.wer
Top of Casting Information
Upstream Manhole, TC= 919.45
Downstream Manhole, TC= 919.38
per record drawing.
Nate:
The contractor /s to maintain 0
minimum dbtance of ten foot (10')
between the sonltry sewer and water
line laterals.
--
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IS'D
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---
--
Note:
This drawing Is based on construction plans or record drawings,
and b not based upon 0 fl~d survey. Th. Schneider Corporation
doe. not warrant the accuracy or sufficiency of thl. Information.
Contractors should verify existing conditions prior to any
construction. Any dls<repancy found on this drowlng should
be report.d to Th. Schn.lder Corporation Immedlot~i fonlng
to do sa results In the contractors assumption of 011 "ebnlty.
LOT # 39
VB # 07.0068414
Oetan of t)pled .Storm
Water flow pattern fer
IndMdual lots.
o
~
=~=
o
Assumed North
ScoI. : I" = 30'
Note: BuDder to ensure
positive droinag. away
fram structure(.).
VAR ~A. #3
& L .E.&S.S.E
'pM.A.f. &P./.f. E:
N OND#2"
100~ ~ 915.86
90.00' - 917.78
--
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;;
--_ 15' D.E
---
@Q]
66.7'
74.7'
I 0
I 0 0
I c:;; &I
I
I ~ I
- I
I
DECK I
I
.54.~ I 0
, 0
RUSHlIORE B c:;;
i:j ~
FIIltId/sy -
;:Ii REs10iNcr
~T 13.0'
B
'ZOO' ~
.
90.00'
S' WA/J(
This drawing is not Intended to be represented as a retracement or
original boundary survey, a route survey, or a Surveyor Location Report.
Rood Hazard Statement Th. oacurocy of any Rood hozord dolo shawn an thb r'l>"'l
b subject to mop scoIe uncertailty ond to any other uncertailty illocotlon or
~OYOtlan on the refer",oed Rood ilsuronce rot. mop. ALL of the wlthil described land
DOES NOT UE wlthil that epeclal Rood hozord zone A as said lond plots by scoI. on
Rood ilsuronco rote mop , 18057C0205F far aty of Carmal, Indl<&1a (mops dated
FeblUcry 19, 2003).
.--------
--
Ra.t. OJRS -- --_
__ pJ-~ -----;;:979~- ------___ '"
'" _ __PER PW/' 30.,,------
_ B-B
;;:::.::~-- ----f~~~ELL DRI VE
~~" ------
~~
" :::::-- ----
" -
~
TYPICAL SWALE SECTION
-
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Note:
Per Carmel zoning ordinance 26.1.1 : Th. resldentlol
district limits h.lght to Iwent~fIve foot (25'), haw.ver
a dwelling may b. Increased In height to thlrt~fl\18
foot (351 pro~ded the sid. and rear )<ll"ds are Increased
an oddltlonol one foot (1') for each an. foot (I') the
structure exceeds the first twent~five foot (25') In
h~ghl