HomeMy WebLinkAbout06050218 As Built
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Schneider
The Schneider Corporation
8901 otis Avenue
Historic rort Harrison
IndiaJu>po&. IndillllA 46216-1037
317-626-7100
317-626-7200 fAX
Engin~
Surve,m.:.
Landscape Arehitectare
GIS '1lS
Geology
This Plot Plan Prepared For: Beozer Homes
Lot # 1096 - Block "L"
Village of Westcloy
Section # 6001
INSTR. # 200500080672
PC 3, SUOE 790
Hamilton County, Clay Township
See 29, T18N, R03E
12748 Ashworth Street (Var. R/W)
Carmel, It!_ -.16032
Prepared Date: 04-28-06: By. MBK
Plot Plan Legend
[]j)Q]J Proposed Grodes
000.0 Existing Grades
__ 000.0-- Contour Grode
* Approx. lateral location
- . - Sonitary Sewer lines
- a'- Storm Sewer Lines
- IJ - Water Service Lines
- - - - - - - Sub-Surface Drain Lines
. Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
l1li Curb Inlet (Storm)
o End Section (Storm)
... Fire Hydront
- 0 0 0 - 0 0 0 - Flow Line of swole
Building Une (BL / BSL)
- - - - - - - Easement line
Community Restrictions:
Side Yard = 5' MIN (ONE SIDE)
Rear Yard = N/A
Aggregate = 20~ LOT \I1DTH, MIN. 5' ONE SIDE
Zoning = 51
Note: Sanitary Sewer
Top of Costing Information
Upstream Manhole, TC= 908.62
Downstreom Manhole, TC= 908.55
Per Record Drawing
Note: Builder to ensure positive
drainage away from structure(s).
Note:
The contractor is to maintain 0 minimum
distance of ten feet (10') between the
sanitary sewer and water line laterals.
Ground Cover Calculations:
Drive = 157 SFi
Public Walk = 120 SFi
Private Walk =45 SFi
Sod = 33 Sri
Sod Front Only, Not Including
3' Flower Bed.
STR.~ 141
TC= 08.62
PER RECORD
DRA\I1NG
..0
--owz 0> ;..-,
cwo~ 0 n
~ 5~V5~ t- .-;
",< '" a:::~!::: 0 '"
-{ _w l.L --'
42.00'
1.00'
>- >-w
~ <0 0>
<~u~ 0> .n
-' "<jzz 0
<( t- w<
z~g::J t- 1.00'
::J.c:(tf)<c 0
o::wt- --'
0::- i--
l.L
42.00' cO
~ LOa' w
w <f)_
>- t- >- IF=!~O
w <( ~~I'5! &;Ww ;..-, CDCl~ '"
-' > r- --'
-' --'::; - u:::;:UI-- 0> I" - "'" ~
<CILJ ~-:..-. . ~i"53 0 .n ~~C'"'-I
STR.# 140
TC=908.55
PER RECORD
DRAMNG
~
TYPICAL SWALE SECTION
RE~SlON , 3
RE~SED BUILDING OIMENSIONS
PER EMAIL
06-14-06 AMA
RE~SION , I
ADD GROUND COVER CALCULA~ONS
05-03-00 MBK
RE~SlON , 2
CHANGE PRIVATE WALK
TO 3.5' ILO 5.0'
1'8100.0054190
05-10-00 MBK
Flood Hazard Statement: The accuracy of 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
Carmel, Indiana dated February 19, 2003.
Note:
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 information. Contractors should verify
existing conditions prior to any construction. Any
discreponcy found on this drawing should be reported
to The Schneider Corporation immediately. foiling to do
so results in the contractors assumption of 011 liability.
Note: Per Carmel zoning ordinance 26.1.1 : The
residential district limits height to twenty-five feet (25'),
however (!, d'Helling may be increased in height to
thirty-five feet (35') provided the side and rear yards
ore increased an additional one foot (1') for each one
foot (1') the structure exceeds the first twenty-five feet
(25') in height.
LOT # 1096
VB # 06.0053267
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Assumed North
0 10 20
I I I
SCALE 1" = 20'
I
I
I
I
I 10.5'
PER PLAN
60.5'
R/W
49.0'
B-B
I-
W
W
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FLOOD HAZARD STATEMENT
CERTIFICA TlON
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