HomeMy WebLinkAbout06040052 Site Plan
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Schneider
This Plot Plan f'repaI eel For: ..,., Homes
Lot # 76, contoining12,569 S.F.:f:, in
Heather Knoll
SectIon , 2
Instrument # 2006-00004470
PC 4 Slide 13
Cay Township, HomBton County
SEe 20, naN, ROJE --
2658 PARAMOUNT CIRCLE (50' R/Yf)
Westfield, IN 46074
Prepored Date: 03/27/06: By: KAG
Community Restrictions:
Side Yard = 3' min.
Rear Yard = 20'min
Aggregate = 6' B.H.
Zooing - 51
W/I Homes
Finished Roar Elevation Infoomatioo
Pad Grade = 917.7 per pian
Pad Grade + 0.2' = Garage FIT (917.9)
Garage FIT + 0.5' = Residential FIT (918.4)
Residence FIT - 9.0' = Basement FIT (909.4)
NOTE: GARAGE F.F.E. IS
PROPOSED TO BE 0.8' ABO
CURB AT DRIVEWAY T.B.W.
'!lie Scbneldor Corporatloo
8901 ot1I J.ftll.U8
_ Fort_
lntH.n~IDd:Iana48211-10S'l
917-828-7100
317-826-7201) P.AI
Nate:
This drawing is based on construction plans or record drawings,
and is not based upon a field survey. The Schneider Corporation
does not warrant the accuracy or sufficiency of this Information.
Contractors should verify existing conditions prior to any
construction. Any dlsa'eponcy found on this drawing should be
reported to The Schneider Carporatioo immediately, faning to do
so results in the contractors assumption of 011 liabBity.
~
....."..
WuIIcope -
GIS.us
GeoIacJ
Plat Plan legend
[llliQ]J Proposed Grades
000.0 Existing Grades
__ 000.0-- Contour Grode
* Apprax. lateral location
- . - Sanitary Sewer Unes
-'er=Stami Sewer Lines
- v - Water Service Lines
- - - - - - - Sub-Surface Drain Lines
. Wanhale (Sanitary or Stoom)
. Boehi.... Inlet (Stann)
l1li Curb Inlel (Stoom)
D End Sectioo (Stoom)
... Fire Hydrant.
- 000 _ 0 D 0 - Flow Une of swale
- BuRding Une (Bl / BSl)
~1 - - - - - Easement Une
e.to-. SSt.&:
\)\l&; . . X.
\J to-It x.. &:? .\ .x.. .
\.~.t>.. X. f>
\.t>.~ 9\\.~.JJ JQ
~? '" _ 9\~' ,
. R x.\.x.\J - '0'0.'0\
\IJIJ '\It>'
GROUND CO'<Ul CALCULA ~ONS:
Dri.... =8li2 SF:/:
Public Walk = 344 SF:/:
Private Walk = N/A SF:/:
Seeding =6,989 SF:/:
Sad = 280 SY:/:,
from front of residence.
Nate: Sanitary Sewer
Tap of Costing Infoomation
Upstream Wanhale, TC=917.13
Downstream Wanhale, TC= 918.39
per record drwg.
-
-
-
-
\!i Ilt.
-
-
-
-
-
THE UPSTREAM MH Te ELEVA~ON
SHALL BE NO LESS THAN l'-O~
BELOW RESlDEN~AL F.F.E.
o
C>
ui
I")
Note: The contracta'" is to maintain a
minimum distance of ten feel (10') :
between the sanitary sewer and water
line laterms. I
I
8
51
THREE CAR
GARAGE
1:j 10.00'
'JJ1
FLOOD HAZARD STATEMENT
CERTlFlCA TlON
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# ~~.............~;p~~
~~~..{G\S Tf:~e-."""'A~
"'~;</- No o.....;c~
i ( 50303 ) j
'a: \ STATE OF /1 ~
~ /', ,'. ~
~c A.....IIVDIAt.\........~~
~..".42?...............(:'\" ~ 1
~/fh SUR~ \.~#' ~
r/f/f"II/IIIIII\I\\\\\\\\~ '"
l Wn ~~9~~~gRD
~ I ---~ I ORA~NG
85.0 '
16'
....II'IlOO
5' WAlK
ROll aJRB 4.0'
PER PLAN
:'Jl.rt
IHI
~f.RAMOUNT CIRCLE
PLAN
5' WAlK
R'i 00'
s
VB06.0051194
LOT * 76
o
~
=Ji3.=
-
1917.:
51.3'
63.4'
11.7
sa>
'5t
,...
"
'"
~ 21. g'
..
PERPl
'"
DetaD of
GroundjStOOll Water:
Flow pattern of (J'I
indlvldu~ Iol
o
Assumed North
Scale: I" = 30'
54.6' I
1917.2 I 1917.2 I I
Ill'
I FP
18.00' I
DECK 8 11.
!'! I
51.67 I
BROIIERICK A I ~
FRIl&llSY I .
.
RE~DENCE 'inl .
r-L-
~U 0
~
~
Nate: BuRder to
ensure positive
drainage away
fram structure(s).
46.
2
5' WI
H 1< 1~:?J /
TC-917.13 /' ~
PER RECX]RD ~
Owo 0
4: 7 SLOPf: -;.!.
TYPICAL SWAlE SECTION
NOTE:
IN THE RESIDENTIAL DISTRICTS LIMITING
HEIGHT TO TWENTY-FIVE (25) FEET, A
DWELLING MAY BE INCREASED IN HEIGHT
TO THIRTY-FIVE (35) FEET PROVIDED
THE SIDE AND REAR YARDS ARE
INCREASED AN ADDITIONAL FOOT FOR
EACH FOOT SUCH STRUCTURE EXCEEDS
TWENTY-FIVE (25) FEET IN HEIGHT.
PER CARMEL ZONING ORDINANCE 26.1.1.
Flood Hazard Statement: The accuracy of any flood hazard data shown on
this plat plan is subject to map scale Utlcertainty and to any ather
uncertainty in locotlon or elevation on the referenced flood insurance rate
map (FiRW). None of the within descnbed land lies within that special flood
hazard zane 'A", as said land plots by scale on Community Wap Panel ,
18057C020SF of the fiood insurance rate maps (RRW) far HamRtoo County,
Indiana, Dated Way 19, 1981.