HomeMy WebLinkAbout06030069 Site Plan
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Scmeider
The Schneider Corporation
8801 au. Anmue
1IlaIorie1'ort_
lnoll..."v-JiI. IDdiaDa 48218-1037
317-828-7100
317-B21l-721111 FAI
This Plot PlIIl Prepcnd For: M'" Homes
Lol # 75, conlaining13,007 S.F.:l:, in
Heather Knoll
Section , 2
Instrument # 2006-00004470
PC 4 Slide 13 ,
Clay Town8h~. Hemltlll County
SEe 20. TI eN. R03E
2644 PARAMOUNT CIRCLE (50' R/YfJ
Westfield;-IN 46074
Prepared Dale: 03/03/06: By: KAG
Community Restrictions:
Side Yard = 3' min.
Aggre<jate = 6' B.H.
Rear Yard = 20' min.
Zoning - SI
C.A. #7
VAR. DU&S.S.E.&
L.M.A.E.&P.I.E.E.
LAKE #3
N.P. = 911.50
100 YEAR ELEV = 914.36
Mil Homes
Finished Flaor Ele....tion Information
Pad Grade = 917.7 per plan
Pad Grade + 0.2' = Garage FIT (917.9)
Garage FIT + 0.5' = Residential FIT (918.4)
Residence FIT - g.O' = Basement FIT (908.4)
NOlE: GARAGE FJ.E. IS
PROPOSED TO BE 1.3' ABOVE
CURB AT DRIVEWAY 1B.M.
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.
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4: 1 SLOPf: ~
TYPICAL SWALE SECTION
FLOOO HAZARD STATEMENT
CERnFICA nON
~\\I\\I\\lllllllI/l/ff"lll.
#,\~ ~ L e,%//%
#~.................IJ"~~
~ ~.""~G\S TEI?i-.....'rA~
"'c::::,.'</- No 0..;<:>'::0
f ( 50303 "\ ,
s: ~ : .2
% '\ STATE OF .-: ~
;;.-::', ,',....
":i: "". ,'<\ ~
~ (" ~.....!.';(DI A~.!':"" ~~~
~~ S....U..ii\'\.~#
~/,II!. l\'1 ~~
WIII"I/fIIIII\l\\I\I\\I\~
"-'-'-- l . f11
---
.; L E 30.0'
B-B
TC=918.39
PER RECORD
DRA'f'NG ~
ilf
Nate:
This drawing is based on construction plans or record drawings,
and is not based upon 0 field SUMY. The Schneider Carporotion
does not warrant the accuracy or sufficiency of this information.
Contractors should verify existing conditions prior to any
construction. Any discrepancy found on this drawing should be
reported to The Schneider Corporation immediately; foilin9 to do
so results in the contractors assumption of all liability.
IzI&iDeorIn&
SunoJlnI
~-
GIS.US
GeoIoc'
Plot Plan Legend
[QQQJD Proposed Grades
000.0 Existing Grades
__ 000.0-- Contour Grade
* Approx. Lateral Location
- . - Sanitary Sewer Unes
- ,,- Storm Sewer Unes
- IJ - Water Service Unes
- - - - - - - Sub-Surface Drain Unes
~.__ Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
11III Cum Inlet (Storm)
D End Section (Storm)
... Fire Hydrant
_ 000 _ 000 - Flow Line of swale
- BuDding Une (BL / BSL)
- - - - - - - Easement Une
---
---
!!l
=
'"
,s ilL- ___
---
---
---
---
~
---
---
1917.21
1917.21
51.3'
63.4'
1918.0 I
'in
r-
d
<.D
1
I
13.1'
If?
I
II.
I
I
I
I
I
L_
1:6
l:l
18.00
~ lJ[CI<
27.JJ
22.JJ'
SUMMERfIElD B
FRII&IlSY
RESIDENCE
>- BASEIIENT
~
~---~lD
4.00
1:l
!!!
SOIl
!!l
-..I
'-'
25' B.L
-
20' D.U.&E.
~ 21.89'
5' WAU<
-
4.
PER PlAN
PARAMOUNT CIRCLE
hy.<tyOO
V806.005OO19
LOT 175
o
-~
=~=
DetaB of
Ground/Storm Water.
Flow pattern of an
individual lot.
o
Assumed North
Scale : r = 30'
!!l
=
i->
Note: Builder to
ensure positive
drainage away
from structur.(s).
1916.6
~
GROUND COVER CALCULA TlONS:
. Drive = I,03OSF:I:
Public Walk = 365 SF:I:
Pri....te Walk =N/A SF:I:
Seeding = 6,645 SF:I:
Sod = 331 SY:I:,
from front of residence.
~
8.5' 10.00
en '8
co
..-; ci
N
....
10.00'
Note: Sanitary Sewer
Top of Costin9 Information
Upstream Manhole, TC=917.13
Downstream Manhole. TC=918.3~
per record drwg.
13.2'
Note: The contractor is to maintain
minimum distance of ten reet (10')
---; between the sanitary sewer and wol
line laterals.
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-------------------
'"
-..I
i->
s
s
80.00'
Flood Hazard Statement: The accuracy of any flood hazard data shown on
this plot plan is subject to mop scoie uncertainty and to any other
uncertainty in location or elevation on the referenced flood insurance rale
mop (fiRM). None of the within descnbed land lies within that special flood
hazard zone "A", os said land plots by scale on Community Mop Panel ,
18057C020SF of the flood insurance rote mops (fiRM) for Hamilton County,
Indiana, Doted May 19, 1981.
'"
'"
'-'
28.49'
TC=917.13 ~1
PER RECOR~,1
..PXlR ..~ S.E\ . \