HomeMy WebLinkAbout06030215 Site Plan
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The Schneider Corporation
8901 Otis Avenue
H1Bt.orlc Fort Harrison
IndiaJlApoliJ, IndiaJlA 18216-I037
317-826-7100
317-826-7200 FAX
EDgIn....u.,
3urveyin&
Landscape Architecture
GIS . LIS
Geology
Note:
This drawing is based on construction plans or record drawings,
ond is not bosed upon 0 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; folling to do
so results in the controctars assumption of 011 liabnity.
Note: The basement elevation, depicted hereon, has been
determined and based upon the pod grades and/or contours taken
from the construction plans for this subdivision. Unless stated, no
information about fluctuating water tables, son conditions, or soU
t)'pes has been pro..,.;ded or stated on said plans. It Is recommended
that the basement finished floor elevations be at least two feet (2')
above the normal pool elevation of any adjoining bodies of water,
unless a study of facts reveals otherwise. If during the excavation
process any ground water Is witnessed, The Schneider Corporation
should be notified immediately. The basement elevation should be
raised two feet (2') above the ground water, ond additional
construction techniques should be incorporated to alleviate future
problems.
Note: Sanitary Sewer
Top of Casting Information
Upstream Manhole, TC= 912.94
Downstream Manhole, TC=912.73
R.H. of Indiana per record drawing.
Finished Floor Elevation Information ~~
Pad Grode = 913.1 per plan 4, b t
Pod Grade + 0.7' = Gorage FFE (913.8) . S Of> "- , 01'
Garoge FFE + 1.5' = Residential FFE (915.3) """CAL SWALE S<C'ON
Residential FFE - 9.0' = Sasement FFE (906.3)
VB06. 0050 795
Lot # 236
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Plot Plan Leqend
IJ&[QJ Proposed Grodes
000.0 Existing Grades
_000.0- Contoor Grode
* Apprax. Lateral Location
-. - Sanitary Sewer Unes
-.- Storm Sewer Unes
-'tI-WaterSerticeLlnes
- - - - - - - Sub-Surface Drain Liles
. l.Ianhole (Sanitary or Storm)
. Beehive Inlet (Storm)
II Curb Inlet (Storm)
D Eo' S.d;on (Storm)
... Flre H)droot
-...-...-Flawlileofswole
- Bun'In9 Lil. (BL / BSl)
------- Easement line
Note; The garage finished floor elevation
Is 2.1' above the curb at the drive, per plan.
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TC'911.50 ,
PER PlAN,
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15' OU&SE
140,00'
SOl) 31.2"
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120'
APRON
Assumed North
Scale : r = 30'
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Detail of Ground/ Storm
Water flow pattem fOf'
IndMdual lots.
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Note: Bunder to ensure positive
drainage away from structure(s).
Sidewalk to be placed
l' from property line,
4' from back of curb,
per plan.
FLOOD HAZARD STATEMENT
CERTlFICA TlON
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REVISION n/- ~ I
REVISED PLACEMENT OF
DECK, TURN AROUND, &
THE OFFSET OF THE
PRIVATE WALK
03/20/06 AMA
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=fCO 912.73
~ PER RECORD
~ DRAIIlNG
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TC=911.59
PER PlAN
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TC=911.59
PER PlAN
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105.21'
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Flood Hazard Statement: The accuracy of any flood hazard data shown on this report 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 lie within that special flood hazard
zone AE as said land plots by scale on flood insurance rate map #1800810205 F for the City of
Carmel, Indiana dated February 19. 2003.
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This Plot Plan Prepared For: R.H. af Indiana
Lot # 236 , contoining 15,359 SJ.:f:, in
aa)boume
Section # 3
INSlR. # 200400080247
P.C. # 3, Slide # 533
HamDton County. aoy Twp
Sec 30, Tl8N, R03E
4070 TEAGUE PLACE (50'R~
Carmel, IN 46074
Prepared Date: 03/17/06: By TLC
Proposed Bu)'lll'(s): ANGELA MOORE
Community Restrictions:
Side Yard = 5'
Rear Yard = 20'
Aggregate = 10' (S.H.)
Zoning = 51
Ground Cover Calculations:
Drive = 1,214SFi
Public Walk = 1,247SFi
Private Walk = 227 SF i
Hydraseeding = 6,542 SFi
Sad = 709 SYi fram
rear of residence.
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HAWTHORNE C /
fRM & MSY ,
RESIDENCE I
5lJMP0 BSlANT
"8 PUMP
8 '4.0B'
'..g' .
o . .63'
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Nate: Sump pump(s) to be
placed by builder os needed.
SIGNA lURE :
525'
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20.63
12'X16'
DECK
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lHREE CAR
GARAGE
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'6'
-....v 26.0'
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80.21'
25' OU&SE
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5' WAlK
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30.0'
8-B
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TEAGUE PLACE
ROll CURB
IBM
ElEV=911.7
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DATE:
~GNAlURE REPRESENTS CON~RMATION Of RECEIPT Of PLOT PlAN 8Y CUSTOMER.
BUILDER IS CAUTIONED, CONSTRUCTION OF DRIVE
PERMITTED ONLY AFTER OOTAINING APPROVAL
FROM THE CONTROlUNG MUNIOPAUTY.