HomeMy WebLinkAbout06040182 Site Plan
~~
Schneider
The Schneider Corporation
8901 0Us Avenue
Historic fort Banison
lDdl4napoll8, 1Ddl4na 462l6-1037
317-826-7100
3J7-828-7200 FAX
This Plot Plan Prepared For: R.H. of Indiana
PROVIDENCE AT OLD MERIDIAN - PHASE 1WO
Block # 10
Lot # 1006
Instrument # 200300118575
PC 3, SLIDE 300
Replat Blocks 2-18
Instrument # 200400048644
PC J SLIDE 442 .,,-
SEC 26, T1 BN, ROJE
HamUton County, aay T wp.
45J Sheets Drive
Carmel, IN. 46032
Prepared Date: 04/18/2006 : By: AMA
Buyer(s): IN'BlT~Y
Ground Cover Calculations:
Cone. Oriye = 279 Sf'::t
Private Walk = 18 SFi
Sod = 42 SH , EN~RE LOT
R.H. of Indiana
Finished Floor Elevation Information
Pod Grode = 853.2 per plan
Pad Grode + 0.7' = Garage FFE (853.9 )
Garage FFE + 0.5' = Residential FFE ( 854.4)
CERnFICA nON
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GeoI"IY
Note:
This drawing is based on construction pIons 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 shoold verify existing conditions prior to any
construction. Any discrepancy foond on this drawing should tie
reported to The Schneider Corporation immediately, failing to do
so results in the contractors assumption of all liability.
Plat Plan leqend
100QOI Proposed Grades
000.0 Existing Grades
__ 000.0-- Contour Grade
* Approx. lateral location
- . - Sanitary Sewer Lines
-IT- Storm Sewer Lines
- II - Water Service Lines
- - - - - - - Sub-Surface Drain Lines
. Manhole (Sanitary or Storm)
. Beehive Iniet (Storm)
11II Curb Inlet (Storm)
D End Section (Storm)
... Fire Hydrant
- 0 0 0 - 0 0 0 - Flow Line of swale
- BuDding Line (Bl / BSL)
- - - - - - - Easement Une
Vb06.0052683
~
~
=~=
BLOCK 10
LOT 1006
1,654 SF
~
Assumed North
Scale: ," = 20'
Detan of
Ground/Sloml Water.
Row pattern of on
individual lol
Nate: Sanitary Sewer
Top of Costing Information
Upstream Manhole, TC= 853.02
Downstream Manhole, TC= 852.39
per plan.
Note:
Builder to ensure
positive drainage away
from structure(s).
Note: The contractor is to mointain 0
minimum distance of ten feet (10')
between the sanitary sewer and water
line laterals.
BLOCK A
COMMON AREA
IRREGllAR
A.S.O.&U.E.
NOTE:
THIS DRAWING HAS BEEN PREPARED
PER THE CLIENT'S REQUEST BY SCALING
PROPOSED IMPROVEMENTS FROM
CONSTRUCTION PLANS SUPPLIED BY OTHERS AND
NOT ELECTRONIC DATA FILES.
SIGNA lURE DATE
SIGNATURE REPRESENTS CONFIRMATION OF RECEIPT OF PLOT PLAN BY CUSTOMER.
1..~
Schneider
This Plot Plan Prepared For: R.H. of INDIANA
PRO\1DENCE AT OlD MERIDIAN - PHASE 1WO
Instrument # 200300118575
PC 3, SUDE 300
Replot Blocks 2-18
Instrument # 20Q.4()(JQ.48644
PC 3, SUDE 442
SEC 26, TIaN, ROJE
Ooy Twp., HarnDton County
Carmel, IN. 46032
Prepared Date: 04/18/2006: -By: AMA
TC=653.50
PER PlAN
5TH.' BOBA
.
The Schneider CorporaUon
8901 otiJ Avenue
Historic fort. Haniaon
IndlAnapolil, indIAna 482l6-1037
317-826-7100
317-826-7200 FAX
I? f( - J Y G - 2 9' t L
ED&InoeriDc
Sun.7In&
ww..po ArchItecture
GIS .us
Geoloo
Note:
This drawing is based 0f1 cOflstruction pIons or record drawings,
and is not based upon a field survey. The Schneider Corporation
does not warrant the accuracy or sufficiency of this infomiatiOfl.
Contractors should verify existing conditions prior to any
construction. Any discrepancy found on this drawing should ibe
reported to The Schneider Corporation immediately. failing to do
sa results in the contractors assumption of all liability.
Plot Plan legend
0lQQJU Proposed Grades
000.0 Existing Grades
__ 000.0- Contour Grade
* Approx. lateral location
- . - Sanitary Sewer Unes
-IT - Storm Sewer lines
- " - Water Service Lines
- - - - - - - Sub-Surface Drain Lines
. ~anhole (Sanitary or Storm)
. ' Beehive Inlet (Stonm)
11II Curb Inlet (Storm)
D End Section (Storm)
.... Fire H)'lrant
- Q 0 0 - 0 0 0 - Flow Une of swore
- Building Line (Bl / BSl)
- - - - - - - Easement Line
ij
~
'~QlI::3.=
ij
Assumed North
Scale: " = 30'
',.
BLOCK 10
LOTS 1001-1006
TC=653,50
PER PlAN
5TH.' 808A
SIGNA TURE DATE
SIGNA TURE REPRESENTS CONFIRMATION OF RECEIPT OF PLOT PLAN BY CUSTOMER.