HomeMy WebLinkAbout07050068 Site Plan
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The Schneider Corporation
8901 OUI Avenue
HiBloric Fort Harriaon
IDdIanapolls, IDdIana <6218-1037
317-826-7100
317-828-7200 FAX
ED,Inoer!ll,l
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Landacape Arcllit.ecture
GIS .!JlI
Geology
This Plot Plon Prepared For: R.H. of Indiana
Lot # 156 , containing 6,600 SJ.:t, in
Stanford Park
Section I 2A
INSlR. , 200600014565
PC 4, Slide 42
Oay T wp, HamDton County
Sec 29, Tl8N, RJE
3421 Modesto Lone
Carmel, IN 46074
Prepared Dote: 05/03/07: By. AMA
Proposed Buyer(s): INVENTORY
(50' R/tI)
Community Restrictions:
Side Yard =3' min.
Rear Yard = N/A
Aggregate = 6 (6.H.)
R.H. of Indiana
Finished Floor Elevation Information
Pad Grade = 915.9 per plan
Pod Grode + 0.7' = Garage FIT (916.6)
Garage FFE + 1.5' = Residential m (918.1)
Residential m - 9.0' = Basement FFE (909.1 )
Note : The goroge finished floor elevation
is 1.5' above the curb at the drive, per plan.
SIR.' 729
T().915.26
PER RECORD
DRAl\1
Ground Cover Calculations:
Drive = 513 SFt
Publi, Walk = 194 SF t
Private Walk = 70 SF t
HjOraseeding = 2,018 SF t
Sad = 239 SYf, from
Rear of residence.
Optional Sod Package
HjOroseeding =825 SFt
Addi. Sod Pkg.= 133 SYt, to
Rear easement.
Sidewalk to be placed
l' from property line,
4' from bod< of curb,
per pion.
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TYPICAL SWALE SECllON
Plot Plan Legend
[QQ[]D Proposed Grodes
000.0 Existing Grades
_ 000.0- Contour Grade
* Approx. Lateral Location
- . - Sanitary Sewer Lines
-" - Storm Sewer Lines
- 1,/ - Water Service Lines
- - - - - - - Sub-Surface Drain Lines
. Manhole (Sonitary or Storm)
. a.ehive Inlet (Storm)
11II Curb Inlet (Storm)
D End Section (Storm)
..... fire HjOrant
- 0 0 0 - 0 0 0 - Flow Line of swale
Building Line (BL / BSL)
- - - - - - - Easement Line
Note: Sanitary Sewer
Top of Costing Information
Upstreom Manhole, TC= 917.30 per plan
Downstream Manhole, TC=915.26 per record drawing
Note:
The contractor is to maintain a minimum
distance of ten teet (to') between the
sanary sewer and water line laterals.
.
\NE
MODESTO LANE
Note:
This drawing is based on construction plans or
record drawings, and is not based upon a field
survey. The Schneider Corporation does not I warrant
the accuracy or sufficiency of this information.
Contractors should verify existing conditionsl prior to
ony 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 011 liability. I
Note:
Per Carmel zoning ordinance 26,1.1 :
The residential district limits height to twenty-five
feet (25'), however 0 dwelling may be increased In height
to thirty-five feet (35') provided the side and rear yards
are increased on additional one foot (1') for each
ooe foot (1') the structure exceejs the first
twenty-five feet (25') in hei9ht.
Lot # 156
Vb07.0073105
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=J;::!l=
Oetan of Groundl Storm
Water flow pattem for
individual lots.
~ElEV'915.1
PER PLAN
RCl.l UR8
..
30.0'
8-6 1915.381
MOD
1:1
'"
N
43.6'
~GNA TURE :
915.3
5' W/J.K
1915.6 I
D.&U.E.
2.5' B.l.
30.0'
26.0'
r20' D.&U.E.
22.5~.L.
16'
DRIVE
, G.B.l.
5.5'
3'8
. N
7.5'
8
1WO CAR ~
GM!ACE
T/
<D
.n
a;
4.00' 6.6
N
ill
A ;:i
a
o
ci
N
8SllNT
:q
;;;
);;
HARRISON 6 :>i
fRM&MSY
RE~DENCE
14.00' "8
..j. 26.00'
7'/.5
DECK
47.6'
[]jITJ
OPTIJlli.'UllD...f!oQM
15' R.D.E. 30.6'
35.6'
"'
..;
a;
~ no'
rnm
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This drawing is not intended to be represented as 0 retracement or
original boundary survey, a route survey, or a Surveyor Locotion Report.
Flood Hazard Statement: The accuracy of any flood hazard data shown on this report is subject to
map scale uncertainly and to any 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
zone A as said land plots by scale on flood insurance rate map # 18057 0205F for City of Carmel,
Indiana (maps dated February 19, 2003).
DATE:
I \ I I
1/1l'1
''7-f1
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Note: Builder to ensure
positive drainage away
from structure(s).
jlg;b..
3O.D'
26.0'
SOD
2 G~B'L' 5. 38 .
.6 iwo CM!
;; GARAGE
co'"
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PORCH C'> 4.
, SUMP
13.62 5 5 0 PUMP
~GNA TURE REPRESENTS CONRRMA]ON or RECEIPT or PLOT PLAN 8Y CUSTOUER.
Assumed North
Scale: ,. = 30'
t
.
SIR.' 730
TC=917.30
PER PLAN
16'
DRIll'
Note:
The basemeot elevation, depleted hereon. has
been determined and based on the pod
grades OOd/Of contoors token from the ,
construction pions for thl~ subdivision. Unless
stated, no Infoonatlon about fluctuating 'water
tables. soil conditions, or son twes has been
provided or stated on said plans. This lot is
located near 0 body of water. Lot or son
conditions may require that the basement
floor elevation be held 2 foot above normal
pool elevation. Site investigation may be
needed If water Is encountered during the
excavation process or if other known water
elevation or soils conditions are present.:
Investigation and any remedial procedureS Is
at the discretion of the buHder to determine
and toke appropriate steps of action. If any
ground water is encountered during excaVation
the buflder Is encouraged to contact The
Schneider Corporation to discuss possible
courses of actron.
28.1
7'
D
Note:
Sump pump(s) to be ploced by
builder as needed.
FLOOD HAZARD STATEMENT
CERTlFICA TlON
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