HomeMy WebLinkAbout06040176 Site Plan
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Schneider
The Sclmeider Corporation
8901 0Ua Avenue
Historic 'ort Harrison
lndi4napoliJ, Indialla _6-1037
317-826-7100
317-828-7200 FAX
EDlin....."
3urveyiD&
Landsco.pc Architecture
GIS 'US
GeoI"IY
Note:
This drawing is based on construction plans or record drawin'gs,
and is not based 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; foiling to do
so results in the contractors assumption of 011 liability.
This Plot Plan Prepared For: R.H. of Indiana
PRO\1DENCE AT OLD MERIDIAN - PHASE 1WO
Block f7
Lot # 704
Instrument # 20D300118575
PC 3, SUDE 300
Replot Blocks 2-18
Instrument # 200400048644
PC 3SUDt 44f' ~-~
SEC 26, T18N, ROJE
HamDton County, Clay T wp.
458 Sheets Drive
Cannel, IN 46032
Prepared Date: 04/18/2006 : By: AMA
Buyer(s): IN\{NTORY
Ground Cover Calculations:
Cone. Drive = 278 SFi:
Private Walk = 25 SF!:
Sod = 42 SYt , EN~RE LOT
R.H. of Indiana
Finished Floor Elevation Information
Pod Grode = 853.5 per plan
Pad Grode + 0.7' = Garage FFE (854.2 )
Garage FFE + 0.5' = Residential FFE ( 854.7)
Note: The contractor is to maintain a
minimum distance of ten feet (10')
between the sanitary sewer and water
line laterals.
CERTIFICATION
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Plot Plan Legend
I 000.0 I Proposed Grades
000.0 Existing Grades
___000.0- Contour Grode
* Approx. lateral location
- . - Sanitary Sewer Unes
-11'- Storm Sewer lines
- IJ - Water Service lines
- - - - - - - Sub-Surface Drain Unes
. Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
Illi Curb Inlet (Stonm)
D End Section (Storm)
.... Fire Hydrant
- 000 - 000 - Flow line of swale
- Building Une (Bl / BSl)
- - - - - - - Easement Une
DelaO of
Ground/Stonm Water:
Row pattern of on
individuallol
Vb06,0052677
~
~
=~=
BLOCK 7
LOT 704
1,654 SF
~
Assumed North
Scale: 1. = 20'
Note: Sanitary Sewer
Top of Costing Infonmation
Upstream Manhole, TC= 853,02
Downstream Manhole, TC= 852,39
per plan.
Note:
Bu~der to ensure
positive drainage away
from strudure(s).
"
18' S.D.&U.E.
TC=853.0
PER PLM
sm., llili
COMMON AREA
IRREGULAR
A.S.D.&U.E.
NOlI:
THIS DRAWING HAS BEEN PREPARED
PER THE CUENT'S REQUEST BY SCALING
PROPOSED IMPROVEMENTS FROM
CONSTRUCTION PLANS SUPPLIED BY OTHERS AND
NOT ELECTRONIC DATA FILES.
SIGNA TURE DATE
SIGNA TURE REPRESENTS CONFIRMATION OF RECEIPT OF PLOT PLAN BY CUSTOMER.
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Schneider
This Plot Pion Prepared For: R.H. of INDIANA
PROVIDENCE AT OlD MERIDIAN - PHASE 1WO
Instrument I 2D0300118575
PC 3, SlJDE 300
Replot Blocks 2-18
Instrument I 2lJO.4OOO.48644
PC 3, SlJDE 442
SEC 26. T1aN. ROJE
HomDton County, aoy Twp.
Carmel. IN, 46032--
Prepared Date: 04/18/2006 By: AMA
The Schneider Corporation
8901 ot1J Avenue
HiJt.oric fori. Harrison
lndlan4polil, Indlan4 46216-1037
317-626-7100
317-626-7200 FAX
En&InoeriDi
Surv.Y1Ili
Lendeoepe ArohIleolure
GIS,US
Gooloey
tfJl
Note:
~YG-29(,L
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.
Controctors should verify existing conditions prior to any
construction. Any discrepancy found on this drawing should be
reported to The Schneider Corporation immediotdy, foiling to do
so results in the contractors assumption of 011 liability.
Plot Plan Legend
0lQQJD Proposed Grades
000.0 Existing Grades
____ 000.0- Contour Grade
* Approx. Lateral Location
- I - Sanitary Sewer Lines
-IT - Storm Sewer Lines
- 1,/ - Water Service Lines
- - - - - - - Sub-Surface Drain Lines
. Manhole (Sanitory or Storm)
. Beehive Inlet (Storm)
IllII Curt> Inlet (Storm)
D End Section (Storm)
... Fire H)'Jront
- .. .. .. - .. .. .. - Flow Line of swale
- Building Une (BL / BSL)
- - - - - - - Easement Line
~
D
=~=
~
Assumed North
Scale: 1" = 3D'
"
'.,
BLOCK 7
LOTS 701-704
.vO'
...
L 18' S.D.&U.E.
IRREG.
A.~.
SIGNA lURE DATE
SIGNA lURE REPRESENTS CONFIRMA liON OF RECEIPT OF PLOT PLAN BY CUSTOMER.