HomeMy WebLinkAbout06050221 Site Plan
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Schneider
The Schneider Corporation
8901 otis AVeDue
Hiflorie Fort Harrison
clncllan.poIis. IndiaDA 46216-1037
317-626-7100
317-1126-7200 FAX
Eog1neerini
SuneyiDg
Landscape Architecture
GIS .us
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Note:
This drawing is based on construction pIons or record
drawings, 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 all liability.
This Plot Pion Prepared For: Beazer Homes
Lot # 1099 - Block L
Village of Westelay
Section # 6001
INSTR. # 200500080672
PC 3. SLIDE 790
Hamilton County, Clay Township
Sec 29. T18N. R03E
12730 Ashworth street
Carmel, IN 46032
--Prepared Date: 04~28-'06: By: -MBK
(Var. R/W)
Plot Plan Legend
I 000.QI Proposed Grades
000.0 Existing Grades
__ 000.0-- Contour Grade
* Approx. Lateral Location
- . - Sanitary Sewer Lines
-.,- Storm Sewer Lines
- IJ - Water Service Lines
- - - - - - - Sub-Surface Drain Lines
. Manhole (Sanitary or Storm)
lID Beehive Inlet (Storm)
IIlD Curb Inlet (Storm)
D End Section (Storm)
...... --Fire-Hydrant--
- 0 0 0 _ 0 0 0 - Flow Line of swale
- Building Une (BL / BSL)
- - - - - - - Easement Line
Note: Per Carmel zoning ordinance 26.1.1 : The
residential district limits height to twenty-five feet (25'),
however a dwelling may be increased in height to
thirty-five feet (35') provided the side and rear yards
are increased an additianal ane foot (1') for each one
foot (1') the structure exceeds the first twenty-five feet
(25') in height.
LOT # 1099
- VB # 06:0053270 ~
Community Restrictions:
Side Yard = 5' MIN (ONE SIDE)
Rear Yard = N/A
Aggregate = 20~ LOT \\10TH. MIN. 5' ONE SIDE
Zoning = S1
Note: Builder to ensure positive
drainoge oway from structure( s).
Note: Sanitary Sewer
Top of Costing Information
Upstream Manhole. TC= 908.62
Downstream Manhole. TC= 908.55
Per Record Drawing
REV1S1ON # 1
ADO GROUN~ COVER CALCULATIONS
05-03-06 MBK
'"
4:7"" ~ ~I ~t
~
TYPICAL SWALE SECTION
o
I
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~
=.1;3,=
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Assumed North
10
I
SCALE I" = 20'
20
I
Note:
The contractor is to maintain a minimum
distance of ten feet (10') between the
sanitary sewer and water line laterals.
STR.' 141
TC=90B.62
PER RECORD
ORA\\1NG
Ground Cover Calculations:
Drive = 157 SFt
Public Walk = 603 SFt
Private Walk = 44 SF t
Sod = 255 SYf
Sod Front and Side.
Not Including Bock and 3' Flower Bed.
REV1SION # 2
CHANGE PRIVAlE WALK
TO 3.5' ILO 5.0'
\llf06.0054193
05-10-06 MBK
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I 10.5'
: PER PLAN
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I
60.5'
R/W
49.0'- --
B-B
42.17'
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TC=906.63 I
PER RECORD I
DRAWING. I
43.33'
STR., 139
T =908.
PER RECORD
DRA\\1NG ..
50.0'
29.0' R W
B-B
Cl ST
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17.8'
s 46,00'
STR., '40 5'WALK
TC=908.55
PER RECORD
DRA\\1NG
16.5'
90.0' 19.0' PER PLAN
R/W B-B
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(908.14)
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FLOOD HAZARD STATEMENT
CERTIFICATION
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GRAFTON STREET
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Flood Hazard Statement: The accuracy 0 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 #18057C 0205 F for the City of
Carmer, Indiana dated February 19, 2003.