HomeMy WebLinkAbout07110020 Site PlanThe Schneider corporation
6901 Dth Arsaus
®atmic Port Berrimu
ladlmapolie, 1ndlens 46216-1097
917-626-7100
917-626-77A0 FAX
This Plot Plan Prepared For: Arbor Homes
Lot # 45 , containing 12,599 S.F.t, in
The Trails at Hayden Run Sec. 1
INSTR. # 200500069468
Clay Twp, Hamilton County
Sec 20, T29N, R3E
14228 Longhorn Drive (50'R/W)
Westfield, IN 46074
Prepared Date: 10/26/07 : By. AMA
Community Restrictions:
Side Yard =3' mm.
Rem Yard = N/A
Aggregate = 6 (B.H.)
Note:
l This drawing is based m construction plans or record drawings,
&18rtal; and is not based upon a field surrey. The Schneider Corporation
Undsmpe Architecture does not warrant the accuracy or sufficiency of this Information.
GB - Is Contractors should verify existing conditions. prior i to any
Geolop
construction. Any discrepancy found on this drawing should
be reported to The Schneider Corporation immediately, failing
to do so results in the contractors assumption of oil liability.
Plot Plan Legend Note:
0.0 Proposed Grades The basemen! devaum, depicted hereon, has been detemined and
000.0 Existing Glades based an the pad grades and/cur contours taken from the
-000.0 Contour Grade construction plans for this subdiJsim. unless stated, no informatim
* Approve Lateral LmoUon about fluctuating water tables, ml conditions, w sol types has been
S - Sanitary Sewer Lines provided ar staled m said plena This lot Is located near a body of
of - Stone Sewer Wes water. Lot w sol conditions may requite that the basement floor
- v - Water Service Lines dewBm be held 2 tool above normal pod devptien. Site
- - - - Sub-Surface Drain Lines NrestigaBm may be needed if water Is encountered during the
® Manhole (Sanitary or Storm) excawtlm process or if other known water e'ewtim or sots
® Beehive Inlet (Storm) conditions as present Investigatim and my remedial procedures Is
® Curb Inlet (Storm) at the IlLscretion of the builder to determine and take appropriate
D End Section (Storm) steps of action. If my ground water Is encoumered during excavation
A Fire Hydrant the binder Is encouraged to contact The Schneider Capmotlm to
Flow We of swole discuss possible courses of action.
NOTE:
SUMP PUMP(S) TO BE PLACED
BY BUILDER AS NEEDED.
LOT # 45
VB # 07.0082062
74.7
4m-
loI
Assumed Norte 919.3 140.00'
Scale : f- ?-
I
I
`° w I
n c
w
tq o 1 O
N - j rn
at''Yf o rn CD
E?Lj It W I riot', 7.
s z?+ 65.7 200
0 1 677 7.
I
919.3 I r f ?n
9?? I -
IBS o _
U 1
37 3V
I Q
36.0' J
1
I
-xI
n I
1&o'
920.3 I 919.8
loa, I z5 O1
z v,
30.0'
8 2133 ? 16' B_g
N ij °
14100 5j 1.67 1 3391 lay e I ss LJ
I P r1ar
r^ 1.67 IKI Q
I $ ? cc
CP I
m $ I C CJ 1 O L
200 rn Q
$ w 3 1 rn
c:i
s 2A0 m c ' S.0
PLAN z
I PER
g q N Q
^ 34.33'
t
140.1
FLOOD HAZARD STATEMENT
CERTIFICATION
L.
NO.
S0303
/•` STATE OF
ARBOR HOMES
Pad Grade = 920.3 per plan
Pad Grade + 1.0' = Garage FFE (921.3 )
Geroge FFE + 0.5' = Residential FIFE (921.8 )
Residential FIFE - 10.0' = Basement FIFE (911.8 )
Driveway Slope = 4.1%
M.F.P.G.=920.0
Note : The garage finished floor elevation
is 1.6' above the curb at the drive, per
plan.
GROUND COYER CALCULATIONS:
Drive = 925 SFt
Public Walk =369 SFi
Private Walk =77 SFr:
Seeding = 6,582SF3
Sod = 2,907 SFt ,
^^) I even with the rear of house.
N/C REVISION 1
This drewing is not intended to be represented as a retracernent or CORRECTED io FULL FRON
original boundary survey, a route survey, or a Surveyor Location Report. 10-30-07 SIN
Flood Hazard Statement The accuracy of any find hazard dcta shown on this report
Is subject to map scale uncertainty and to my other uncertainty In location or
elevation on the referenced flood Insurance rate map. ALL of the within described land
DOES NOT LIE within that special flood hazard zme A as mid land plats by scale an
flood insurance rate map j 1605700205E far City of Carmel, Indian (maps dated
February 19, 200.7}
Note Sanitary Sewer
Top of Costing Information
Upstream Manhole, TC=920.59
Downstream Manhole, TC=920.05
per record drawing
Note:
The contractor is to maintain a
minimum distance of ten feet (10')
between the smitry sewer and water
line laterals.
Note: Builder to ensure
positive drainage away
from structure(s).
M.H.1e09
TC-920.59
PER REM
DRAWING
I I -
as
oe
I o
C
N
P
TCI920
TC=920.05
PER RECORD
DRAWING
s
P -Z .
4' I CP7-
TWICAI aWALE SECTION
Note:
Per Carmel zoning ordinance 26.1.1 : The residential
district limits height to twenty-five feet (25'), however
a dwelling may be Increased in height to thirty-five
feet (35') provided the side and rear yards are increased
an additional one foot (I') for each one fool (I') the
structure exceeds the fast twenty-five feet (25? in
height