HomeMy WebLinkAbout06050209 As Built
~.,
lneider
der Corporation
~venue
rt Harrison
I, IndianB 46216-1037
100
mOFAX
EngiDeerIDg
Surveying
Landscape Archilecture
GIS'1JS
Geology
Plan Prepared For: Beazer Homes
36-1099 Block ''L" (26,215 SF)
e of Westclay
6001
200500080672
JE 790
County, Cloy Township
18N, R03E
Street
46032
Dote: 04-28-06: By: MBK
(VAR. R/W)
y Restrictions:
= 5' Minimum on one side
= None
= 20% of lot width 01 building line.
PUD
)VER CALCULA nON:
4 = 2,198 SF
ILKS X 14 = 633 SF
_K = 2,596 SF
! sy
T AND SIDES, NOT INCLUDING
3' FLOWER BED.)
RE~~ON , 1
ADD GROUND COVER CAlCULA ~ONS
05-03-06 MBK
RE\1~ON , 2
CHANGE PRIVATE WALKS TO
3.5' ILO 5.0'
05-10-06 MBK
RE~SlON , 3
RE~SED BUILDING DIMENSIONS
PER PLANS
06-12-06 MBK
RE~SlON , 4
RE~SED BUILDING DIMENSIONS
PER EMAIL
06-14-06 AMA
RE\1S10N , 5
RE\1SED BUILDING DIMENSIONS
PER FAX
06-15-06 AMA
Plot Plan Legend
[QQM] Proposed Grades
000.0 Existing Grades
__ 000.0-- Contour Grode
* Approx. Lateral Location
- . - Sanitary Sewer Lines
- ft - Storm Sewer Unes
- 1,/ - Water Service lines
- - - - - - - Sub-Surface Drain Unes
. Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
IllII Curb Inlel (Storm)
D End Section (Storm)
... Fire Hydrant
- .. .. .. - .. .. .. - Flow Line of swole
- - Building Une (BL / BSL)
- - - - - - - Easement Line
cry Sewer
ling Information
!anhale, TC= 908.62
I Manhole, TC= 908.55
Drawing
~ is based on construction plans or record
,d is not based upon a field survey. The
orporation does not warrant the accuracy
:y of this information. Contractors should
19 conditions prior to any construction.
ancy found on this drawing should be
The Schneider Corporation immediately;
) so results in the contractors assumption
:y.
;armel zoning ordinance 26.1.1 : The
listrict limits height to twenty-five feet
ver a dwelling may be increased in height
" feet (35') provided the side and rear
lcreosed on additional one foot (1') for
)ot (1') the structure exceeds the first
feet (25') in height.
to ensure positive
y from structure{s).
)r is to maintain a minimum
en feet (10') between the
r and water line laterals.
,AZARD STATEMENT
:ERllFICA 1l0N
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,<-'" No O....;O~
50303 ') 1
STATE OF .... ~
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, .<VDIA"'.....,,\''''~
P 'S'UR~\.~~
11/111/1/11111111111\11111\
~l~
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TYPICAL SWALE SECTION
~
D
=~=
~
Assumed North
~O
SCALE l' = 30'
I
I
'vi
'vi
'vi
CONGRESS STREET 500'
R/W
-
t~
I~
;,,1R.t 1<0
-1,,",906.~
j"'''''''''
llRA'MHG \
I 16.5' / I
90.0' 19.0' PER PlAN ROLL CURB M
R/W B-B
,
(908.14)
~,\
-,/'
M
.
GRAFTON STREET
I
--. ''vi ~
~C-908'02
PER RECORD
RAiliNG
,(908.10)
HANDlCAf
~~
~~~ ~ dCOjj
~~g ~ 5P~i .
, 29.0' _ r{~i'1i~
~; B-B i~
60.5' TC-907.J5
R/W PER RECORO
ORAl\lNG
:-
908.26 )
:-
1!
I
-
49.0'
B-B
I
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:ard Statement: The accuracy of any flood hazard data shown on this report is
map scale uncertainty and to any other uncertainty in location or elevation on the
j flood insurance rate map. ALL of the within described land DOES NOT lie within
~I flood hazard zone AE as said land plots by scale on flood insurance rate map
)205 F for the City of Carmel, Indiana dated February 19, 2003.
29.0'
10.5' B-B HANDICAP
PER PlAN I RAMP \
ROll CURB
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: "F/ I S'W'LK r908.81 '''''I ~
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,,110.5' j
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i ~ ~ =>~li)~ 9 \~If-~ [$:-
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1,55 -. ~ 4200' 1.~ ~;'$
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I _ il;ryL 42.00' 123' I- ~ER PlAN I 60.5'
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;.~t.:':, : all:!~ l\!l:!~
SWALK ::.,""" ~ ~~i'1i I ~~~
HANDICAP
RAMP
1050'
.29.0' _
I B-B
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50.0'
R/W
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60.5'
R/W
49.0'- --
B-B
1C=906.63
PER RECORD
~
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~~C=90:
~ PER RE
RAIIIN
HANDlCA~
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