HomeMy WebLinkAbout06030033 Site Plan
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Scmeider
This Plot Plan Prepored For. Mil Homes
Lot # 71, contoining11,049 S.F.t, in
Heothlll' Knoll i
SectIon # 2 i
Instrument # 2006-00004470
PC 4 Slide 13
Cloy Townsh". Hemlton County
SEe 20. 11~._~
2661 PARAMOUNT CIRCLE (50' R/W)
Westfield, IN 46074
Prepared Date: 02/17/06 : By: KAG
Community Restrictions:
Side Yard = 3' min.
Rear Yard = 20' min.
Aggregate = 6' B.H.
Zoning - 51
M/I Hames
finished Floor Elevation InformatiOfl. I
Pad Grade: 91B.7 per plan I
Pad Grade + 0.2' : Garage FfQ918.9)
Garage fIT + 0.5' : Residential fIT I (919.4)
Residence fIT - 9.0' : Basement fIT (910.4)
Note : The garage finished floor elevation
is 1.8' above the curb at the driye, per
plan.
GROUND CO~ CALCULA liONS:
Dri.. = 1,362SF t
Public Walk: 344 Sft
PriYOte Walk :N/A Sft
Seeding :5,617 Sft
Sod = 2,318 SYt,
from front of residence.
The ScbnoIdeI" Corpontloo
BllOt ou. A1"lmue
m.t.ricl'ort-.
"..Il"n.~,Indiana48218-103'7
317-1128-7100
317-82ll-7200 r.u
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-.,
~ Arclo!tacbn
G19.1lB
GeoIccJ
Nate:
This drawing is based on construction pions or record drawings,
and is not based upon 0 field survey. The Schneider Corporation
does not worront the accuracy or sufficiency of this information.
Contractors should verify existing conditions prior to ony
construction. Any discrepancy found on this drawing should be
reported to The Schneider Corporation immediately. failing to do
so results in the contractors assumption of 011 liability.
Plat Plan Legend
I][![ID Proposed Grades
000.0 Existing Grades
__000.0- Contour Grade
* Appro,. Lateral Location
- . - Sanitary Sewer lines
-11'- Storm Sewer lines
- 'wi ~ Water Service lines
- - - - - - - Sub-Surface Drain lines
. Manh"e (Sanitary or Storm)
. BeeI1ive Inlet (Storm)
11III Curb Inlet (Storm)
D End Section (Storm)
..... Fire Hydrant
- 000 - 000 - Flow line of swate
- - Bu~ding Une (BL / BSL)
- - - - - - - Easement Une
VB06.OO49101
LOT * 71
~
~
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~
Assumed Narth
Scale: 1. : 30'
Note: Sanitary Sewer
Top of Casting Information
Upstream Manh"e, TC:917.13
Downstream Manhole, TC=918.39
per record drwg.
'" PARA~~I~CLE 1'\
I T
:'JJ.rt
- II &-8
:'JJ.rt
IHI 4.0' IBM
El1V=917.1 R(ll CURB
~WAlJ( AP!lCN p'1~?;
~ 85,00' s ~
::: .... tJI1VD
;...,
il/
14.42 "'"
12.9t lIRE eM
.. GMJg, 8
~c
- '" IlRI'IE
CY""MS: ~
::l ....
ill 25.0' :...
OllAR: c 10. 5.0
fllllU'Y 30.0'
""""" F1'
1:l ,..
to ~
'"
7.0' BOXBA~ OIl'
'-"
SCREEN 9
PQlCH DECK! 0
~ q
.:;1( 1;;.J-
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ql~ .'}D
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Nate: Sump pump(s) to be
placed by bulder as needed.
Nate:
The basement elevation, depicted hereon, has been determined
and based upon the pad grades and/or contours taken from the
construction plans for this subdivision. Unless stated, no
information about fluctuating water tables, soil conditions, or soil
types has been provided or stated on said pions. It is
recommended that the basement finished floor eleYOtions be at
least two feet (2') aba.. the normal pool oIeYOtion of any
adpining bodies of water, unless 0 study of facts reveals
otherwise. If during the excavation process any ground water is
witnessed, The Schneider Corporation should be notified
immediately. The basement elevation should be raised two feet
(2') above the ground water, and additional construction
techniques should be incorporated to alleviate future problems.
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FLOOD HAZARD STATEMENT
CERTlFlCA TlON
~\\I\I\I\\III1IiIiI/I/",,!.
~~'c. L /'I "oW%
~~\~ . ()/'h~
~ .~' ...............".Vj~'0,
~~~.,.~G\S TElti-.......~
"'~:.~ No 0',,;<>'"
f ( 50303 ') i
% .... STATE OF .... ~
\<2.....!..vD'A\'.\!':.....~#
~ '#J ..S....U..ii\i\.~ ~
~~!. 1\'1 ~'*'~
W""I/I/I/IIII\\\\\\\\\\'
Oc-lf11
N/C RE~SION 1:
ADDED ADDRESS
2-23-06 SKN
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TYPICAL SWALE SECTION
Flood Hazard Statement: The accuracy of any flood hazard data shown on
this plat plan is .subject to map scale uncertainty and to any ather
uncertainty in location or elevation on the referenced flood insurance rate
map (~RM). None of the within described land lies within that special flood
halard zone -A-, os said land plots by scale on Community Map Panel ,
18057C020Sf of the flood insurance rate maps (FiRM) far Ham~ton County,
Indiana, Dated May 19, 1981.
1915.7 I
55.1
mill
15' R.D.E.
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...
Co
85.
OetaD of
Ground/Slonn Water:
Flow pattern of on
indiYiduallol
I \ I .. I.
I[J~ I
I \ I
I
Note: Bunder to
ensure positive
drainage away
fram structure(s).
i6.O'
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C
Co
TC-912. 78
C A t.7 PIR REOOlO
. . DRAWING.
VAR. D.U.& .5.E,&
L.M,A.E.&P.I,E,E.
NOTE:
IN THE RESIDENTIAL DISTRICTS LIMITING
HEIGHT TO TWENTY-FIVE (25) FEET, A
DWELLING MAY BE INCREASED IN HEIGHT
TO THIRTY-FIVE (35) FEET PROVIDED
THE SIDE AND REAR YARDS ARE
INCREASED AN ADDITIONAL FOOT FOR
EACH FOOT SUCH STRUCTURE EXCEEDS
TWENTY-FIVE (25) FEET IN HEIGHT.
PER CARMEL ZONING ORDINANCE 26.1.1.
CITY OF CARMEL / CLAY TOWNSHIP
WATER / SEWER PERMIT / RECEIPT
Permit #: 06030017
Date: 03/07/2006
PARCEL ID #: ZHEK71
lOT & SUBDIVISION: 71 HEATHER KNOll
ADDRESS OF CONSTRUCTION: 2661 PARAMOUNT CI WESTFIELD, IN 46074
PAYMENT RECEIVED FROM:
Name: Mil HOMES OF INDIANA
CHECK #: 13863
EXCAVATOR INFORMATION:
Name: RT. MOORE CO., INC.
Ph. #: (317) 291-1052 Fax #: Email:
Street Address: 6340 lAPAS TRl INDIANAPOLIS, IN 46268
Bond Expiration:
PERMIT TYPE: USEWRWATR
SEWERlWATER PERMIT
Special Notes/Conditions:
LOT 71 HEATHER KNOLL. WATER CONNECTION PERMIT.
. NO NOTES'
The building & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision; or vitrified clay pipe, meeting
ASTM specifications C-700 for extra strength clay pipe of latest revision unless other materials arc hereby permitted in writing. The sewer
shall be installed in accordance with ASTM 2321 for pve pipe and the Uniform Plumbing Code for the State of Indiana. All installations shall be
in strict compliance with pertinent City of Car me] ordinances. Back Water check valves shall be installed in accordance with City Code Section
9-122(a), and sections P3008.1 and .2 of the International Residential Code. All building sewers shall be 6" diameter.
All installations shall bc "open trench" inspccted and aporoved bv the Carmel Sewer Deoartment before any backfillimr is donc. Non-
compliance may result in digging up the sewer installation and/or denial of future sewer permits and/or denial of water connections.
No footing or foundation drains or other sources of ground water or storm water shall be permitted to enter thc pub I ic sewer.
Sewer inspcctions should be rCQuested at (317) 571-2648 one to four hours in advancc.
No inspections or installations will be made on Saturday or Sunday or holidays unless arrangements are made at least 24 hours in advance. All
plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. If any street
must he cut. a senarate street cut nermit shall he oht<linen.
APPLICANT NAME: TONJA
G~
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PAYMENT RECEIVED BY:
FEES:
$1,310.00