HomeMy WebLinkAbout07050079 Site Plan
~~.
Schneider
Note:
ThIs drawing Is based on construction plans or record drawIngs,
and Is not bosed upon 0 field survey. The Schneider Corporation
does not warrant the accuracy or 9tIfflclency 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. foiling
to do so results In the contractors assumptlon of aU l1obnlty.
Plot Plan Legend Note:
[QQQ]] Proposed Grades The basement elevation. deplct&d hereon, has been determined ond
000.0 Existing Grades bosed on the pod grades end/ex contours taken from the
- 000.0 -- Contour Grade construction plans for this subdMslon. Unless stated, no Informatlon
* Approx. lateral Location about fluctuating water tables. soU condltJons, or soU t)pe3 has been
_ . _ Sanitary Sewer Unes provided 0( stated on sold plana. This lot Is located near 0 body of
_ IT _ Storm Sewer Unes water. Lot or soA conditions may require that the basement floor
_ 'J _ Water Service Unes e1ewtlon be held 2 foot oboW! normal pool e1ewtlon. Slte
_ _ _ _ _ _ _ Sub-Surface Drain Unes Investlgatron may be neoded if water Is encountered during the
. Manhole (Sanitary or Storm) excowtlon process or If other known water e1ewtlon or sons
.. Beehive Inlet (Storm) conditions are present Investigatron and any remedial pr~ures Is at
IIlII Curb I let (Storm) the dlwetlon of the buUder to determine and take appropriate steps
n of action. If any ground water Is encountered during excavation the
D End Section (Storm) buRder Is encouraged to contact The Schneider Corporatron to discuss
'" Fire Hydrant possible courses of action.
- 0 0 0 _ 0 0 0 - Flow Une of swale
The Schneider CorporaUon
8901 OWl Avenue
HiBt.oric fort IIarIUon
IndlanepolJJ. Ir.'<liana =6-1037
317-826-7100
SI7-a26-7200 FAX
_omiDi
Suneytna
LandlCapo Arclllt.ctun
GJB.IJ8
GooIojy
[jJ
flood Hazard Statement: The accuracy of any ncod hazOI'd data shown on this report
Is to any other uncertainty In location or
vatlon on the re eneed flood Insurance mop. All of the within descrfbed land
OES NOT UE within that special flood hazar e A os said land plots by scale on
c< City of Corm~. IndlOl1a (mop, doted
This Plot Pion Prepared For: Arbor Homes
Lot # 63 ,containing 12,599 SJ.:!:, in
The Trails at Hayden Run Sec. 1
INSTR. # 200500069468
Clay Twp, Hamilton County
See 20, T29N, R3E
14239 BRANOT LANE
Westfield, IN 46074
Prepared Date: 05/01/07: By: KAG
(50'R/W)
Community Restrictlons:
Side Yard =3' min.
Rear Yard = N/A
Aggregate = 6 (B.H.)
ARBOR HOMES
Pod Grode = 920.7 per plan
Pod Grode + 1.0' = Garage m (921.7)
Garage m + 0.5' = Residential m (922.2 )
Residential m - g.O ' = Basement m (913.2 )
Driveway Slope = 4.6%
Note: The garage finished floor elevation
Is 1.8' above the curb at the drive, per
plan.
GROUND COYER CALCULATIONS:
Drive = 930 SFf
Public Walk = 370 SFf
Private Walk = 76 SFf
Seeding = 6,601 SFf
Sod =2911 SH,
even with the rear of house.
U.H.181l6 t
TC=92o.B8
PER RECORO
DRA\\\NG
30.0' i)<
I 8-B
I
5.0'
: PER PlAN
I
I
I
I
I W
I:z:
I
I
i.O'
")
I
"
I
U.H.1805
TC=920.02
PER RECORe
DRA\\\NG
FLOOD HAZARD STATEMENT
CERTIFICATION
,,\\\\\\11111111111/1/11111.
~~'\<:... L 1'/,1%
~ ':J . (jp ~
cffi ~'\ """"',, /r'/~/'-":
~~~~....;.:.\S Te4.~..C/"';.....~
~ ~~.'''-'"' N <,;.'. -""".:;::.:
~ <:::::) ,"Q;oV 0 () ", ,<>'*-
j / . '\ ~
~ [ S0303 ~ ~
~ . . =
% \. STATE OF ./ ~
~ /..... ..... $
'%< ~ '..:.IvO/A"!>' ~~
,-,,:"14tJ """"""'C\'-> ~
,;, SUR~ \,~\#
~/1111111/1111II1\\\\\\\\\'
'-Llf11
26.0' 303'
>
;:;; ;;:
~ ~ <\
....
"'. .00'
~ ~ ~ 'Z! 7.00'
8. ~ :::1 "
0 00' ~~I 8. N
0
ci ;;: 7.00'
0'> <\ i:l!!<
~
R
'"
ill
,,~
~/!i
i<l~
20.33'
Note: Sanitary Sewer
Top of Costing Information
Upstream Manhole, TC= 920.88
Downstream Manhole, TC= 920.02
per record drawing.
Note:
The contractor Is to maintain a
minimum distance of ten feet (10')
oetween the sonltry sewer and water
line laterals.
9.110.0'
15.0'
This drawing is not intended to be represented os 0 retracement or
. original boundary survey, 0 route survey, or 0 Surveyor Locotian Report.
February 19. 2003).
NOTE:
SUMP PUMP(S) TO BE PLACED
BY BUIlDER AS NEEDED.
OetoD of twlcel StomJ
Water flow pattern for
Indlvlduollots.
LOT # 63
VB # 07.0073020
ij
~
=~=
ij
Assumed North
Scale: ,. = 30'
lnJ'
-M-
-H-
- - --
Note: Builder to ensure
positive draInage away
from structure(s).
/3.0'
I
i 919.3 I
8
140.00'
67.1
66.1
a
o
ci
0'>
'"
.,;
1':l
140.00'
8
.c..l ~
W' to........
c.ri~ 001':
""'c.riO::~u-;~
.....~~ 0:;0')
., . 0
<~U-!z II II
<30<;0 '"
e:::~c...a.:>-
------ <..J z8
>.:e:l .-
<, ~I ~E
~
TYPICAL SWALE SECl10N
Note:
Per Carmel zoning ordinance 26.1.1 : The residential
district limits height to twenty-II", teel (25'), however
a dwelling may be Increased In height to thIrty-five
feet (35') pro~ded the side and reor yards ore Increosed
on additional one foot (1') for eoell one foot (1') the
structure exceeds the first twenty-five feet (25') In
height.