HomeMy WebLinkAbout06050208 As Built
~~
:hneider
:hneider Corporation
)tis Avenue
ic Fort Harrison
,polis, Indiana 46216-1037
lB-7100
lB-7200 FAX
EngiDeering
Surveying
Landscape Architecture
GIS 'US
Geology
Plot Plan Prepared Far: Beazer Homes
11086-1099 Block '1" (26,215 SF)
nil age of Westclay
In # 6001
:. # 200500080672
, SLlOE 790
ton County, Clay Township
!9, T18N, R03E
orth Street
~I, IN 46032
Jred Date: 04-28-06: By: MBK
REVISION , 1
ADO GROUND COVER CALCULA nONS
05-03-06 MBK
REVISION , 2
CHANGE PRIVATE WALKS TO
3.5' ILO 5.0'
05-10-06 MBK
REVISION , 3
REVISED BUILDING DIMENSIONS
PER PLANS
06-12-06 MBK
REVISION , 4
REVISED BUILDING DIMENSIONS
PER EM.<JL
06-14-06 AMA
REVISION , 5
REVISED BUILDING DIMENSIONS
PER FAX
06-15-06 AMA
(vAR R/W)
nunity Restrictions:
Yard = 5' Minimum on one side
Yard = None
'gate = 20% of lot width at building line.
g = PUO
NO COVER CALCULATION:
S X 14 = 2,198 SF
oTE WALKS X 14 = 633 SF
C WALK = 2,596 SF
= 862 SY
FRONT AND SIDES, NOT INCLUDING
AND 3' FLOWER BED.)
Plot Pion Legend
[QQM] Proposed Grades
000.0 Existing Grades
__ 000.0-- Contour Grade
* Approx. Lateral Location
- . - Sanitary Sewer Lines
-If - Storm Sewer Lines
- 'J - Water Service lines
- - - - - - - Sub-Surface Drain Lines
. Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
11II Curb Inlet (Storm)
D End Section (Storm)
.... Fire Hydrant
- .. .. .. - .. .. .. - Flow line of swole
- Building Une (BL / BSL)
- - - - - - - Easement Line
Sanitary Sewer
If Costing Information
eom Manhole, TC= 908.62
,tream Manhole, TC= 908.55
~ecord Drawing
lrawing is based on construction plans or record
195, and is not bosed upon 0 field survey. The
rider Corporation does not warrant the accurocy
fficiency of this information. Contractors should
existing conditions prior to any construction.
liscreponcy found on this drawing should be
:ed to The Schneider Corporation immediotely;
to do so results in the contractors assumption
liability.
Per Carmel zoning ordinance 26.1.1 : The
>ntiol district limits hei9ht to twenty-five feet
however a dwelling may be increased in height
irty-five feet (35') provided the side and rear
are increased an additional one foot (1') for
one foot (1') the structure exceeds the first
y-five feet (25') in height.
~
TYPICAL SWALE SECTION
Builder to ensure positive
~e away from structure(s).
:ntractor is to maintain 0 minimum
:e of ten feet (10') between the
y'sewer and water line laterals.
~OD HAZARD STATEMENT
CERTlFICA T10N
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Assumed North
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SCALE r = 30'
d Hazard Statement: The accuracy of any flood hazard data shown on this report is
3Ct to map scale uncertainty and to any other uncertainty in location or elevation on the
enced flood insurance rate map. ALL of the within described land DOES NOT lie within
special flood hazard zone AE as said land plots by scale on flood insurance rate map
J57C 0205 F for the City of Carmel, Indiana dated February 19, 2003.
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