HomeMy WebLinkAbout06040175 Site Plan
Note:
This drawing is based on construction plans or record drawings,
end is not based upon e 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 drewing should be
reported to The Schneider Corporation immediately; faning to do
so results in the contractars assumption of all liabnity.
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Schneider
The Schneider CorporaUoD
6901 otis Avenue
Hist.orI.c rort Harrison
Indianapolis. Indiana 48216-1037
317-82e-71oo
317-828-7200 FAX
"""oming
SurveyiD&
Landscape Architecture
GIS 'US
GeoIOIlY
This Plot Plan Prepared For: R.H. of Indiana
PROVIDENCE AT OLD MERIDIAN - PHASE TWO
Block #7
Lot I 703
Instrument I 200300118575
PC 3, SLIDE 300
Replot Blocks 2-18
Instrument 1_2llOMXlO48644
PC 3 SUDE 442
SEC 26, TIaN, R03E
HomUton County, Cloy Twp.
454 Sheets Drive
Carmel, IN 46032
Prepared Date: 04/18/2006 By: AMA
Buyer(s): INVENTORY
Plot Plan Legend
[QQQ]] Proposed Grades
000.0 Existing Grades
__ 000.0-- Contour Grode
* Approx. Lateral Location
- I - Sanitary Sewer Lines
-II' - Storm Sewer Lines
- 1,/ - Water Service Lines
- - - - - - - Sub-Surface Drain Lines
. Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
III Curb Inlet (Storm)
D End Section (Storm)
..... Fire Hydrant
- 000 _ 000 - Flow Line of swale
- Building Line (BL / BSL)
- - - - - - - Easement Line
Ground Cover Calculations:
Cone. Drive = 308 Sf:t
Private Walk = 17 Sf:!:
Sod = 25 SYf . EN~RE lOT
Note: Sanitary Sewer
Top of Costing Infarmation
Upstream Manhole, TC= 853.02
Downstream Manhole. TC= 852.39
per plan.
R.H. of Indiana
Finished Floor Elevation Information
Pod Grode = 853.5 per plan
Pod 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.
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lB' S.D.&U.E.
TC=852.39
PER PlAN
STH.' 808
NOTE:
THIS DRAWING HAS BEEN PREPARED
PER THE CUENT'S REQUEST BY SCAUNG
PROPOSED IMPROVEMENTS FROM
CONSTRUC]ON PLANS SUPPUED BY OTHERS AND
NOT ELECTRONIC DATA FILES.
SIGNATURE DATE
SIGNATURE REPRESENTS CONFIRMATION OF RECEIPT OF PLOT PLAN BY CUSTOMER.
Vb06,0052676
o
~
CI~C::I
BLOCK 7
LOT 703
1,350 SF
o
Assumed North
Scale: 1. = 20'
DetaD of
Ground/Storm Waler:
Row pattern of an
ildividuallol
Note:
Builder to ensure
positive drainage away
from structure(s).
,.,
Schneider
This Plot Pion Prepored For: R.H. rf INDIANA
PROVIDENCE AT <X..D MERIDIAN - PHASE 1WO
Instrument # 200300118575
PC 3, SllDE 300
Replot Blocks 2-18
Instrument # 2Q04()()0486#
PC 3, SllDE #2
SEC 26, T18N, R03E
HornDton County, aoy Twp.
Cormel; 'IN. -46032-
Prepared Date: 04/18/2006 : By: AMA
The Schneider CorporaUoD
8901 OUI Avenue
Historic Fort Hmiaon
IndlaIlApoUs, IndiaIia <6216-1007
317-826-7100
317-826-7200 rAX
~
Sum!ln&
Landscape Arch1lect.ure
GllI.US
GooIol)'
KJI
Note:
9Y&-.29(,L
This drawing Is based on construction plans or record drawings.
and Is not based upon a field survey. The Schneider Corporation
does not warrant the accuracy or sufficiency of this informatioo.
Contractors should verify existing conditions prior to any
construction. Any discrepancy found on this drawing should be
reported to The Schneider Corporation immediately. failing to do
so results in the contractors assumption of all liability,
Plot Plan Legend
~ Proposed Grades
000.0 Existing Grades
___ 000.0- Contour Grade
* Approx. Lateral Location
- . - Sanitary Sewer Lines
-IT- Stonm Sewer Lines
- "oJ - Water Service Lines
- - - - - - - Sub-Surface Drain Lines
. Monhole-(Sanitary or Stonm)
. Beehive Inlet (Stonm)
IlIlI Curb Inlet (Stanm)
D End Section (Storm)
..... Fire Hydrant
- 0.... - ...... - Flow Line of swale
- Building Line (BL / BSL)
- - - - - - - Easement Line
~
-' .6
=J.i:5l=
~
Assumed North
Scale: I' = 30'
-"
BLOCK 7
LOTS 701-704
.<.10'
v
.#, .... i! ."",.
4i~$'
#';
#
LIS' S,D.&:U,E.
IRREG.
A.~.
SIGNA TURE DATE
SIGNA TURE REPRESENTS CONFIRMATION OF RECEIPT OF PLOT PLAN BY CUSTOMER.