HomeMy WebLinkAbout06050211 As Built
~~
:hneider
cbneider Corporation
JUS Avenue
ic Fort Harrison
apolis, Indiana 46216-1037
Z6-7100
Z6-7200 FAX
Englnearin&
Surveying
Land8cape Architecture
GIS' US
Geology
Plot Plan Prepared For: Beozer Homes
11086-1099 Block "L" (26,215 SF)
"lIoge of Westcloy
m # 6001
, # 200500080672
SLIDE 790
ton County, Cloy Township
9, T18N, R03E
lrth Street (liAR, R/W)
I, IN 46032
red Dote: 04-28-06: By: MBK
REVISION # 1
AOO GROUND COvtR CALCULA ~ONS
OS-03-06 MBK
REVISION # 2
CHANGE PRIVATE WALKS TO
3.S' ILO S.O'
OS-10-06 MBK
REVISION # 3
REVISED BUILDING DIMENSIONS
PER PlANS
06-12-06 MBK
REVISION # 4
REVISED BUILDING DIMENSIONS
PER EMAIL
06-14-06 AMA
REVISION # S
REVISED BUILDING DIMENSIONS
PER fAX
06-1 S-06 AMA
unity Restrictions:
'ord = 5' Minimum on one side
(ord = None
lote = 20% of lot width at building line.
1= PUO
D COVER CALCULATION:
X 14 = 2,198 Sf
: WALKS X 14 = 633 SF
WALK = 2,596 SF
862 SY
RaNT AND SIDES, NOT INCLUDING
IND 3' FLOWER Bm.)
Plot Pion Legend
[]Q[Q] Proposed Grades
000.0 E,isIing Grades
__000.0- Contour Grode
* Appro,. Lateral Location
- . - Sanitary Sewer Lines
-II' - Storm Sewer Lines
- IJ - Water Service Lines
- - - - - - - Sub-Surface Drain Lines
. Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
l1li Curb Inlet (Storm)
D End Section (Storm)
.... fire Hydrant
- """ - """ - Flow Line of swo!e
Building Line (BL / BSL)
- - - - - - - Easement Une
anitory Sewer
Costing Information
;n Manhole, TC= 908.62
eam Manhole, TC= 908.55
ord Drawing
l::::.-.. _~__._. ~ __,__.____ ______
wing is based on construction pIons or record
. and is not based upon a field survey. The
r Corporation does not warrant the accuracy
iency of this information. Contractors should
isting conditions prior to any construction.
repancy found on this drawing should be
to The Schneider Corporation immediately;
. do so results in the contractors assumption
bility.
:r Carmel zoning ordinance 26.1.1 : The
,I district limits height to twenty-five Ieet
wever 0 dwelling may be increased in height
-five Ieet (35') provided the side and rear
, increased on additional one foot (1') for
, foot (1') the structure e,ceeds the first
ve feet (25') In height.
,., ~I cOPE
~
TYPICAL SWALE SECTION
jer to ensure positive
way from strocture{s).
etor is to maintain a minimum
, ten feet (10') between the
wer ond water line laterals.
HAZARD STATEMENT
CERTIFICATION
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. STATE OF ..... ~
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11. SUR~ '\""~
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Assumed North
o 10 20 30
~
SCALE 1" = 30'
zard 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
d flood insurance rate map. ALL of the within described land DOES NOT lie within
al flood hazard zone AE as said land plots by scale on flood insurance rate map
0205 F for the City of Carmel, Indiana dated February 19, 2003.
CONGRESS STREET SO.o'
R/W ::>
29.0' 908.26
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PER PlAN RAMP
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(908.14) A
;/ '"
GRAFTON STREET
_. -
46,00'
S'WAlK
16.S'
90.0' 19.0' PER PlAN ROll CURB '"
HANDICAP
RAMP
::>
( 907.52)
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