HomeMy WebLinkAbout04120042 As Built
Plot P1C1l Prep<nd for: R.H. of IndiCll"
BlOCK 1 lOlS 267-273
Stanford Pari<
Section , 3
Instrument , Unrecorded
P.C. , X. Slide , X
Qay Twp, HamDton County
See 20, T29N, R3E ,
Prepared Oate:-09 /21/2004' .
By. .YJG/ NAA
BLOCK 1
LOTS 267-273
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Schneider
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4, ~I 9.rJ.'E
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TYPICAl SWALE SECTION
REVISION #1
CHANGED LOT NUMBERS
12/08/04 AMA
NOTE: THE ~THIN PLOT
PLAN WAS PREPARED AT
THE CUENis REQUEST
~THOUT BENEFIT OF A
RECORD PLAT. THE
CONTRACTOR AND/OR
BUILDER HAS BEEN
CAUTIONED THAT THE
DEPICTED LINES SHO~
HEREON ARE SUBJECT TO
CHANGE.
The Schneider Corporation
8901 otis Avenue
Historic Fort Harrison
IndiaDapolis, Indiana 48216-l037
317-826-7100
317-826-7200 FAX
Eogineeri1l&
Surveying
LaDdlcape .lr<:bileciure
GIS .IJS
Geology
Plot Plan legend
I 000.0 I Proposed Grades
000.0 Existing Grades
__ 000.0-- Contour Grade
* Apprax. lateral location
- . - Sanitary Sewer Lines
-n - Storm Sewer Unes
- IJ - Water Service lines
- - - - - - - Sub-Surface Drain Lines
. Manhole (Sanitary or Storm)
8' . Beeniv, InleqStorm' __.'
11III Curti:inlet '(Starm) ,
D End Section (Storm)
... Fire Hydrant
-., 0" -.,.,., - F1ow:Line of swafe
- Building Line (Bl / BSl)
- - - - - - - Easement line
Nate:
This drawing 1s 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 Information.
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
sa results in the contractors assumption of all liability.
Note:
Builder to ensure positive drainage
away from structure(s).
Detoij of Ground/ Storm
Water flaw pottern for
individuollots.
t t
t \ I I
,il,
I I \ I
Note:
Per Carmel zoning ordinance 26.1.1 :
The residential district limits height to hrenty-five
feet (25'), however 0 dwelling may be increased in height
to thirty-five feet (35') provided the side and rear yards
are increased on additional one foot (1') for each
one foot (1') the structure exceeds the first
twenty-five feet (25') in heign!.
LANE
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1916,901
1916.301 111916.0511 19;6.171
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WINDY KNOLL
I TC= PER PLAN
5' PATH
110.92'
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TC= 915.00 I 23.r 30' R.D.E. lij
EXISTING :J=I
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26.5'
30.5'
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24.5' II
285'
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NOTE:\
CONTRACTOR TO MA NTAI
A 10 FOOT SEPARATION
BETWEEN THE SANITARY
LATERAL & WATER LATER L
--lJl--------j ·
91
38.76'
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TC-916.40
PER PLAN