HomeMy WebLinkAbout06040174 Site Plan
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Schneider
The Schneider Corporation
8901 otis Avenue
Historic Fon Barrlson
IDdIaD4pou.. IDd1aD4 _6-1037
317-626-7100
317-626-7200 FAX
This Plot Plan Prepared For: R.H. of Indiana
PRO~DENCE AT OlD MERIDIAN - PHASE 1WO
Block , 7
Lot' 702
Instrument' 200300118575
PC 3, SUDE 300
Replot Blocks 2-18
---liiSti'Umeriq 200400048644
PC 3 SUDE 442
SEC 26, T18N, ROJE
HornDton County, Clay T wp.
450 Sheets Drive
Carmel, In 46032
Prepared Dote: 04/18/2006 : By: AMA
Buyer(s): IN\{NTORY
Ground Cover Calculations:
Cone. Drive = 278 SF:!:
Private Walk : 25 sa
Sod = 27 SY. . EN~RE lOT
R.H. of Indiono
Finished Floor EJevotiOl1 Information
Pod Grode = 853.5 per pion
Pod Grode + 0.7' : Goroge FFE (854.2 )
Goroge FFE + 0.5' : Residentiol FFE ( 854.7)
Note: The contractor is to maintain a
minimum distance of ten feet (10')
between the sanitary sewer and water
line laterals.
CERnFICA nON
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!o&inoeriDc
SurveyiIl&
Lon_po Ar<:hJ1ec1uro
GIS .us
Gea10ey
Note:
This drawing is based 00 coostruction plans or record drawings,
ond is not bosed upon a field survey. The Schneider Corporotion
does nat warrant the accuracy or sufficiency of this information.
Controctors should verify existing conditions prior to ony
construction. Any discreponcy found on this drawing should be
reported to The Schneider Corporotion immediotely; foiiing to do
so results in the contractors assumption of all liability.
Plot Pi an Legend
100~01 Proposed Grodes
000.0 Existing Grodes
__ 000.0-- Contour Grade
* Approx. Loteral Locotion
- . - Sanitary Sewer lines
-11'- Storm Sewer lines
- II - Water Service lines
- - - - - -.;",. Sub-Surface Drain lines
. Monhole (Sanitory or Storm)
. Beehive Inlet (Storm)
IIID Curb Inlet (Storm)
D End Section (Storm)
.... Fire Hydront
- 000 - 000 - Flow line of swole
- Building Une (BL / BSL)
- - - - - - - Easement line
Vb06.0052675
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BLOCK 7
LOT 702
1,350 SF
~
Assumed North
Scale: 1" : 20'
Oetao of
Ground/Storm Water:
Flow pattern of on
individuollol
Note: Sonitory Sewer
Top of Costing informotion
Upstreom Monhole, TC: 853.02
Downstreom Monhole, TC= 852.39
per pion.
Note:
Bunder to ensure
positive drainage away
from structure(s).
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t<t:~<y.
#$c-,<y"!i ~~
'<"
18' S.D.&U.E.
I!M
~
fH
"!:E
OJ
NOTE:
THIS DRAWING HAS BEEN PREPARED
PER THE CLIENT'S REQUEST BY SCALING
PROPOSED IMPROVEMENTS FROM
CONSTRUCllON PLANS SUPPLIED BY OTHERS AND
NOT ELECTRONIC DATA FILES.
SIGNA TURE DATE
SIGNA TURE REPRESENTS CONFIRMATION OF RECEIPT OF PLOT PLAN BY CUSTOMER.
~1
Schneider
This Plot Plan Prepared For: R.H. rf INDIANA
PROVIDENCE AT OLD MERIDIAN - PHASE 1WO
Instrument' 200300118575
PC 3. SUDE 300
Replot Blocks 2-18
Instrument , 200400048644
PC 3. SUDE 442
SEC 26, TIaN. ROJE
--HamDton-County,Oay -Twp.-
Carmel, IN. 46032
Prepared Date: 04/18/2006 : By. AMA
The Schneider Corporation
8901 0tiI Avenue
Hisloric fort. HaniJon
Indlanapolls, Indlana 46216-10S7
317-626-7100
sI7-626-72oo FAX
EuiIn.w,
Surv.J!n.I
Len_po Arcllltecture
GIS 'US
Geo100
KJI
Note:
~YG-.l.9(,'L
This drawing is based on construction pions or record drawings,
ond is not based upon a field survey. The Schneider Corporation
does not warrant the accuracy Of sufficiency of this information.
Contractors should verify e,isting conditions prior to any
construction. Any discrepancy found on this drawing should be
reported to The Schneider Corporation immediateiy. foiling to do
so results in the contractors assumption of 011 liability.
Plot Plan Legend
I]!lQ]] Proposed Grades
000.0 E,isting Grades
__ 000.0-- Contour Grade
* Appro" Laterai Location
- . - Sanitary Sewer Lines
-IT - Storm Sewer Lines
- 'vi - Water Service Lines
- - - - - - ~ Sub-Surface Drain Lines
. Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
11III Curb Inlet (Storm)
D End Section (Storm)
.... Fire Hydrant
- .. .. .. - .. .. .. - Flow Line of swole
- Building Line (BL / BSL)
- - - - - - - Easement Line
~
~
=Ji01=
~
Assumed North
Scale: ,. = 30'
'"
BLOCK 7
LOTS 701-704
~.
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<9.;~'"
~iIt&$'
d';
#
L 18' S.D.&U,E,
IRREG.
A,~.
SIGNA TURE DATE
SIGNATURE REPRESENTS CONFIRMATION OF RECEIPT OF PLOT PLAN BY CUSTOMER,