HomeMy WebLinkAbout06050205 As Built
~
,neider
ier Corporation
,venue
rt Harrison
, Indiana 46216-1037
00
:00 FAX
Engineering
Surveying
Landscape Architecture
GIS. US
Geology
Plan Prepared For: Beozer Homes
36-1099 Block ''L'' (26,215 SF)
, of Westcloy
6001
2005000B0672
)E 790
County, Cloy Township
laN, R03E
Street (vAR. R/W)
46032
Dote: 04-28-06: By: MBK
y Restrictions:
= 5' Minimum on one side
= None
= 207. of iot width at building line.
PUO
lVER CALCULATION:
4 = 2,198 SF
ILKS X 14 = 633 SF
.K = 2,596 SF
: sy
T AND SIDES, NOT INCLUDING
3' FLOWER BED.)
RE'ASlON # 1
AOO GROUNO CO'AER CALCULA~ONS
05-03-06 MBK
RE'ASlON # 2
CHANGE PRIVATE WALKS TO
3.5' ILO 5.0'
05-1l1-06 MBK
RE'ASION I 3
RE'ASEO BUILDING OIMENSIONS
PER PLANS
06-12-06 MBK
RE'ASION , 4
RE'ASED BUILDING OIMENSIONS
PER EMAIL
06-14-06 AMA
RE'ASlON I 5
RE'ASEO BUILDING OIMENSIONS
PER FAX
06-15-06 AMA
Plot Plan Legend
[]lQ[Q] Proposed Grades
000.0 Existin9 Grades
__ 000.0-- Contour Grade
* Approx. Lateral Location
- . - Sanitary Sewer lines
-11'- Storm Sewer Lines
- 'J - Water Service Lines
- - - - - - - Sub-Surface Drain Lines
. Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
ill Curb Inlet (Stonm)
D End Section (Storm)
.... Fire Hydrant
_ 000 _ 000 - Flow Line of swale
- Buildin9 Line (BL / BSL)
- - - - - - - Easement Line
cry Sewer
ling Information
lanhole, TC= 908.62
I Manhole, TC= 908.55
Drawing
j is based on construction pions or record
,d is not based upon 0 field survey. The
orporation does not warrant the accuracy
:y of this information. Contractors should
19 conditions prior to any construction.
Jncy found on this drawing should be
The Schneider Corporation immediately;
) so results in the contractors assumption
y.
;ormel zoning ordinance 26.1.1 : The
Jistrict limits height to twenty-five feet
~er a dwelling may be increased in height
Ie feet (35') provided the side and rear
lcreased an additional one foot (1') for
lot (1') the structure exceeds the first
feet (25') in height.
to ensure positive
y from structure(s).
lr is to maintain 0 minimum
en feet (10') between the
r and water line laterals.
,AZARD STATEMENT
:ERTlFICA TION
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TYPICAL SWALE SECllON
~
~
=~=
a
Assumed North
0102030
~
SCALE 1" = 30'
-I I I I I
w VI 'W . w .~
1 TC-90B.02
ON GRESS STREET 50.0' PER RECORO
R/W ~ RA\\1NG
- 29.0' , (908.10)
908.26
10.5' B-B HANOICAP 1\ HANOICAP
c
PER PLAN
15.5
...
...
on
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m
RAMP
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g~1
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50.0'
~ R/W
~
'3
60.5' TC=907.3S
R/W /
I ORA\\1NG
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u~tj'" ~ 49.0'--
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PER PLAN 60.5' ---
>- I R/W
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~ B-B
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B:ll::!:: '3 --
42.00'
--
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u~tj'" ill
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IE~- '3
42.00' ,
60.5' --
<~~~ ~ R/W
~ 49.0'--
!:~i!j,. 8-B
% "''' ~
=:lB:~!::: '3
SO.O'
5'WALK
16.5'
90.0' 19.0' PER PlAN ROLL CURB M
HANOI CAP
RAMP
R/W B-B
I
;0.,.
~
-
(908.14) A
~ M
. GRAFTON STREET
~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
3.1 flood hazard lone AE as said land plots by scale on flood insurance rate map
D205 F for the City of Carmel, Indiana dated February 19, 2003.
~
t;
(907.52)
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