HomeMy WebLinkAbout07060133 Site Plan
;-
~~
Scmeider
Tbe Schneider Corporation
8901 0UlI .benue
IlIstcrlc Fort IImison
"uli.I"Ip"ti~, Indiana i8216-1037
317-826-7100
317-1126-7200 FAX
EngIneerIng
3umylIIi
LondIcape _tecture
GIll.1l3
GeoloiY
This Plot Plan Prepared For: SDverthome Homes
Lot # 34 . containing 19,528 S.F.:!:, in
Aberdeen Bend SubdMslon
Section' 1
INSTR. , 200500066134
Book , 3, Page , 739
HamDton County, Oay Township
12765 TRAM LANE (50' R/W)
Cannel, IN 46032
Prepared Date: 06/07/07: By: KAG
Community Restrictions:
Side Yard = N/A
Rear Yard = 25'
Aggregate = 30'
Zoning = SI
Silverthorne Homes
Pad Grade = 916.0 per plan
Pad Grade + 1.0' = Garage m (917.0)
Garage m + 0.5' = Residential m (917.5 )
Residential m - 10.0' = Basement m (907.5 )
Driveway Slape = 2. 7~
Note: The garage finished floor elevation is
2." above the curb at the drive, per plan.
Ground Cover Calculations:
Drive = 1 ,36DSH
Public Walk = 752 SF f
Private Walk = 207 SFf
Seeding = 7,920 SH
Sod = 8,182 SFf ,to the rear of home. ,
Plot Plan Legend
Eli2Q]J Praposed Grades
000.0 Existin9 Grades
_000,0- Contour Grade
* Approx. LGteral Location
- S - Sanitary Sewer Unes
-8'1'- Storm Sewer Lines
- IJ - Water Service Lines
- - - - - - - Sub-Surface Drain Lines
II Manhole (Sanitary or Storm)
. Beehive inlet (Storm)
IIIlI Curb Inlet (Storm)
D End Section (Storm)
... Fire H)<irant
- " " c - " " " - Flow Line of swote
Note: Sanitary Sewer
Top of Casting Information
Upstream Manhole, TC= 915.60
Downstream Manhole, TC=913.80
per plan.
P,
z
,
,
/
,
,
,
,
,
,
,
,
,
,
,
/
,
,
,
,
/"
I
t;1:J
~II
167.03'
"'
49.61
~
...
~.
"
"0
. I aeE
NOTE: IN THE RESIDENTIAL DISTRICTS UMITING HEIGHT OP '- .,
TO TWENTY-fiVE (25) FEET, A DWEWNG MAY BE TYPICAL SWALE SECTION
INCREASED IN H8GHT TO THIRTY-fiVE (35) FEET
PROVIDED THE SIDE AND REAR YARDS ARE
INCREASED AN ADDITIONAL FOOT FOR EACH FOOT
SUCH STRUCTURE EXCEEDS TWENTY-FlVE (25) FEET IN
H8GHT. PER CARMEL ZONING ORDINANCE 26.1.1.
Note:
This drawing is bosed on construction plans or record
drawings, and is not based upon a field survey. ]he
Schneider Corporation does not warrant the accuracy or
sufficiency of this Informotian. Contractors should verify
existing conditions prior to any construction. Any;
discrepancy found an this drawing should be reported to The
Schneider Corporation immediately. failing to do sa results
In the contractors assumption of ali liability.
Note: .
The bosement elevation. depicted hereon, has been determined and
based on the pad grades and/O( contours taken from the;
constructron plans for this 3Ubdlvlslon. Unless stated, no Informatron
about fluctuating water tables. soD conditions, 0( son t)pes has been
provided 0( stated on said pions. This lot Is located near Ii body of
water. lot 0( soD conditions may require that the basement floor
elevation be held 2 foot above nOm1aJ pool elevation. SIte I
Investrgation may be needed If water Is encountered during the
excavation process 0( If other known water elevatIon 0( soDs
condltrons are present. Investigation and any remedial procedures Is
at the discretion of the buDder to detormlne and take appropriate
steps of octlon. If any ground water Is encountered during 'excavation
the buDder Is encouraged to contact The Schneider Corporatlon to
discuss possible courses of action.
NOTIE:
SUMP PUMP(S) TO BE PLACED
BY BUILDER AS NEEDED.
DetaD of t)plcal Ground
Water flow pattern for
Individual lots.
LOT# 34
VB07.0075230
o
~
=~=
"'-
:--.
""
Nate: Builder to ensure
positlve drainage away from
structure(s):
o
. Assumed North
Scale: 1. = 30'
,
I
1
I
I
1
1
59.5' I
....................................
,
I
I
,OJ
c;
I~
I::;
'!2
I
1
I
I
,
I
I
I
a
~
a
-
OJ
ci
~
-
:,
or.
1
I
912.60
I
FLOOO HAZARD STATIEMENT
CERTlFICA TlON
,\\\\\\\\lIIIIIII/III/III//,
;#\\ L c,"'~
~:..~ .......~."".:,ph~
~~...~G\SN E:IT~"".~A~
~~ .'q.. 0 ()'. A~
:s.: I ". I ~
~ : ~ I:='
~ ( S0303 ) i ~
% ..... STATE OF ./ I~
~ /". .",~
~~~>:,Iy01A~~""'~~
~'11) "S""U"R''';i (~ #
~4'/, 'i \. ~~\~
~/llll/l/l/l/illI\\\\I\\\\~
~l.P-r1
Note: The contractor is to maintain a
minimum distance of ten feet (10')
between the sanitary sewer and water
ilne laterals.
NOTE: CONTRACTOR SHALL CUT l'
OFF OF SANITARY LATERAL AND BEGIN
FROM THAT POINT AND CONNECT TO
HOUSE FOLLO\\1NG PLOT PLAN.
This drawing is not intended to be represented os 0 retrocement or
original boundary survey, a route survey, or a Surveyor Location Report.
flOOD HAZARD STATEMENT
The accuracy of any flood hazard data shawn an this piat plan is subject to map scale
uncertainty and to any ather uncertainty in location or elevation on the referenced flood
Insurance rate map. ALL of the within described iand DOES NOT UE within that special flood
hazard zone A as sold land plots by scale an community-panel , 180080 0205F of the flaad
insurance rate maps far Carmel, IN (maps dated Feb. 19, 20D3).