HomeMy WebLinkAbout07080147 Site PlanThe Schneider Oerporauon bi0aeering
8801 ous Avenue Sunaytoe
Historic Pori Hardener Iendecnpe Arehitecture
Indianapolis, Indians 18216-1037 0 • US
317-828-710o oeolop
_ _ _ 317-326-TAW FAX
This Plot Plan Prepared For R.H. of
Lot # 173 , containing 7,700 S.F.t,
Stanford Park
Section 2A
INSTR. 200600014565
PC 4, Slide 42
nay UP, Hamilton County
Sec 29, T18N, RX
13813 Sunnyvale Lane (50'R/M1)
Carmel, IN 46074
Prepared Dote:08/10/07: By. AMA
Proposed Buyer(# INVENTORY
Community Restrictions:
Side Yard =3' min.
Rear Yard = N/A
Aggregate = 6 (B.H.)
J
1
'c
B-B
FLOOD HAZARD STATEMENT
CERTIFICATION
L.
o; No.
50303
STATE OF
DI AN Pi.R
Note : The garage finished floor elevation
is 1.6' above the curb at the drive, per plan.
Ground Cover Calculations:
Drive = 513 SFt
Public Walk =194 SF±
Private Walk =47 SFt
Hydroseeding =3,425 SFf
Sod =218 SY3 , from
Rear of residence.
Optional Sod Package
Hydroseeding =1,375 SF3
Addl. Sod Pkg. SYd:, to
Rear easement.
This drawing is not intended to be represented as a retracement or
original boundary survey, a route survey, or o Surveyor Location Report.
Flood Hazard Statement: The accuracy of any flood nazard data shown on this report is subject to
map sale uncertainty and to any other urcenai.ity in location or elevation on the referenced ncoci
insurance :ate map. ALL of the within describec land DOES NOT LIE within that special flood hazard
zone .A as said land plcs by scale on flood insurance rate map? 18057 0205F for City of Carmel,
Indiana (maps oared : ebruary 1Q, 2003).
Note:
The contractor is to maintain a minimum
distance of ten feet (10') between the
smitry sewer and water line laterals
Sidewalk to be placed
1' from properly line,
4' from back of curb,
per plan.
Note: Builder to ensure positive
drainage away from structure(s).
i_
c 1 ? E
T ICAL SWALE SEC110N
SIGNATURE : DATE:
SIGNATURE REPRESENTS CONFIRMATION OF RECEIPT OF PLOT PUN BY CUSTOMER.
® Proposed Grades
000.0 Existing Grades
?000.0? Contour Grade
# Approx. Lateral Location
- 2- Sanitary Sewer Lines
-IIT- Storm Sewer Lines
- v - Water Service Lines
- - - - - Sub-Surface Drain Lines
0 Manhole (Sanitary or Storm)
® Beehive Inlet (Storm)
III Curb Inlet (Storm)
D End Section (Stone)
A. Fire Hydrant
- • • • - _ _ • - Flow Line of Swale
- - Building Line (BL / BSL)
- - - - - - - Easement Line
SIIt 1 737
TC=B18.90
PER RECORD
DRAWNG
?- I I II
7 m' Fc3
~5.5'
to I I F
r
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 oonditions 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 basennl elevation, depicted hew, has been
determined and tamed an the pad Trades and/or contours
taken from the construction plans for this subdivision,
Unless stated, no hforinotlon about fluctuating water
tables, sol conditions, an sal types no been provided or
stated on said plans. This lot is labeled neer a body of
water. Lot or ad conditions may require that the
basannt flan devotion be hold 2 foot above normal pod
elevation. Site instigation may be needed If water encountered during the excavation process or If other
known eater elevation or sots conditions one-present...
Investigation and my remedial procedures Is at the
discretion of the buider to determine and lake appropriate
skips of actin. If any ground water is encountered during
excovatim the bulder Is encouraged to contact The
Schneider Corporation to discuss possible courses, of actin.
Note: O
Sump pump(s) to be placed by
builder as needed.
Lot # 173
Vb07.0078391 °
Assumed North
Scale : 1• = 30'
59.6'
ss 917.1 140.00' I e16,3 I
36 i
.3 8
?I
,??tj N
0 4,O ry_ ? 976.6 Lj.
$ 51.G I vu
o
II I I?
sew 3 0 .33' 63.6'
s.5' 916.6
140.00
5236' 67.6'
ac
R.H. of Indiana
Finished Floor Elevation Information Note: Sanitary Sewer
Pad Grade = 917.1 per plan Top of Casting Information
TCm=.9017 56 738 Pad Grade + 0.7' = Garage FFE (917.8) Upstream Manhole, TC= 918.90
PER RECORD Garage FFE + 1.5' = Residential FFE (919.3) Downstream Manhole, TC=917.56
DRAWNG Residential FFE - 9.0' = Basement FFE (910.3) per record drawing
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 (1') for each one foot (I') the
structure exceeds the rust twenty-five feet
(25) in height.