HomeMy WebLinkAbout07100006 Site Plan
The Schneider corporation b&-ta t
6901 otb beam 9111-gdnY
Fatoric Part Harrison landscape Arebiteckae
Indianapolis, Indian. 461 GIs •119
917-825-7100 GedoO
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917-626-7200 PAY
?p Plot Plan Legend
This Plot Plan Prepared For. SUrerthome Homes ® Proposed Grades
Lot # 43 , containing 16,783 S.F.t, in 000.0 Existing Grades
Aberdeen Bend SubdhMsion * a
* Contour Grade
Approx. Lateral Location
Section # 1 - a- Sanitary Sewer Lines
1NSTR. # 200500066134 x-
- v - Storm Sewer Unes
Water Service Lines
Book # 3, Page 1739 - - - - - - - Sub-Surface Drain Lines
Hari ton County, Gay Township ® Manhole (Sanitary or Storm)
12791 TRUMAN COURT (50? R/N) ®
® Beehive Inlet (Storm)
Curb Inlet (Storm)
Carmel, IN 46032 D End Section (Storm)
Prepared Date: 09/21/07 : By. KAG J0. Fire Hldrant
- _ • _ - • _ • - Flow Line of swole
Community Restrictions:
Side Yard = N/A
Rear Yard = 25'
Aggregate = 30'
Zoning = Sl
Slverthome Homes
Pad Grade - 913.0 per plan
Pad Grade + 1.0' = Garage FE (914.0 )
Garage FFE + 0.5 = Residential FFE (914.5 )
Residential FFE -10.07 = Basement FIFE (904.5 )
Driveway Slue = 6.3%
Note : The garage finished floor elevation is
2.5' above the curb at the drive, per plan.
Ground Cover Calculations:
Drive =1,300SFt
Public Walk =464 SFf
Private Walk =195 SFt
Seeding =8,136 SFt
Sod = 5,004 SF: , to the rear of home.
O 1 26.0'
`? 38.
1"<,I
1
t
,
ABE 112
TC=913.90
PER PLAN
26.0' /
36.0' 15,0\
? N\
V
(^
30.0'
6--8
N
r-
Note: Sanitary Sewer
Top of Casting Information
Upstream Manhole, TC=913.90
Downstream Manhole, TC=911.20
per plan.
Note: The contractor Is to maintain a
minimum distance of ten feel (10')
between the sanitary sewer and water
line laterals.
Note: Builder to ensure positive
drainage away from structure(s).
Note:
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
discrepancy found on this drawing should be reported to The
Schneider Corporation immediately, failing to do so results
in the contractors assumption of all liability.
Note:
The basement deratlen, depicted hereon, has been determined and
based an the pad grades and/a eentoura taken from the construction
plena fa this subdivision, unless slated, no Information about
fluctuating water tables, sell conditions, a soil types has been provided
or stated on sold plans This lot Is located near a body of water. Lot
or sal oonddione may require that the basement floc desatim be
had 2 foot above normd pod eievatiaa Site Investigation may be
needed N water Is encountered during the excavation process or N
other known water elea tion an soar conditions ore present
Investigation and any remold procedures is at the dlsaation of the
builder to determine and tan appropriate steps of action. If any
ground water is encountered during excavation the 6urdr is
encouraged to contact The Schneider corporation to discuss possible
caun of acllm.
NOTE:
SUMP (S NEEDED. PLACED
BY BUILDER A LOT# 43
VB07.0080426
o?o
Assumed North
Scale : 1' = 30'
186.58'
13.0'
I
40.67'
8 Y
N S?C ??? ? O
11.33'
3 15.67'
a ?t4 3°
.00
g 25.0' Si
30.0' h
5.0'
sD 1 156.06'
W
o
x
N
75.7
65.1'
00
0
0
FLOOD HAZARD STATEMENT
CERTIFICATION
L
S0303
This drawing is not intended to be represented as a retracement or
original boundary survey, c route survey, or a Surveyor Location Report.
FLOOD HAZARD STATEMENT
The accuracy of any flood hazard data shown on this plot plan is subject to
map scale uncertainty and to any other uncertainty In location or elevation on
the referenced flood insurance rate map. ALL of the within described land DOES
NOT UE within that special flood hazard zone A as said land plots by scole on
community-pond / 180080 0205F of the flood Insurance rate maps for Carmel,
IN (maps dated Feb. 19, 2003).
STATE OF