HomeMy WebLinkAbout06040122 Site Plan
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Schneider
The Schneider Corporation
8901 0tiI .beue
BiItoric Fort HarriIoD
1n,1I.""P"H_, hutiana 48218-1037
317-1126-7100
317-828-7200 fa
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"""- .........-
GIS .IJS
GeoI'IJ
This Plot PIon Pr8pared For: ../I Homes
Lot # 17, containinglD,BDD S.F.:t, ;"
Heather Knoll
SectIon # 1
Instrument # Unrecorded
P.c. x, Slide xxx
Cloy _TOIlIIsh". HomBton County
SEe 20. TIaN. ROJE
14373 Heather Knoll Pkwy (70'
Westfield, IN 46074
Prepared Dote: 04/11/06 : By:
Note:
This drawing is based 00 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 discrepancy found on this drawing should be
reported to The Schneider Corporation immediately; foiling to do
so results in the contractors assumption of 011 liabmty.
Plot Pion Legend
I 000.0 I Proposed Grodes
000.0 Existing Grades
__000.0---:'" Contour Grode
, * Approx. Lateral Location
- . - Sanitary Sewer lines
-.- Storm Sewer lines
/l - 'vi - Water Service lines
R f) - - - - - - - Sub-Surface Drain lines
. Monhole (Sonitory or Stonn)
.. 8eehive Inlet (Storm)
AMA II1II Curb Inlet (Storm)
D End Section (Storm)
.... Fire Hydront
- 000 _ 000 - Flow line of swale
- 8uDding Line (8L / 8SL)
- - - - - - - Easement line
Community Restrictions:
Side Yard = 3' min.
Aggregote = 6' 8.H.
Zoning - SI
GROUND COVER CALCULATIONS:
On,,; = g84 SF t Note: Sonitory Sewer
Public Walk = 320 SH Top of Costing Informotion
Pnvote Wolk =N/A SH Upstream Monhole, TC=918.53
Seeding =6,3g1 SH Downstreom Monhole, TC=gI9.76
Sod = 265 SYt, per record drwg.
from front of residence.
Note:
The basement elevotion, depicted hereon, has been determined
and based upon the pad grades and/or contours token from the
construction plans for this subdivision. Unless stated, no
information about fluctuating water tables, soil conditions, or soil
t)pes has been provided or stated on said plans. Jt is _
recommended that the basement finished floor elevations be at
least two feet (2') above the nannal pool elevotion of any
adjoining bodies of water, unless a study of tacts 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.
Note: Sump pump(s) to be
placed by builder as needed.
Note: The contractor is to maintain a
minimum distonce of ten feet (10')
between the sanitary sewer and water
line laterals.
NOTE: GARAGE: F.F.E. IS
PROPOSED TO BE 1.0' ABO
CURB AT DRIVEWAY IB.M.
MJI Homes
Finished Floor E1evction Information
Pod Grode = 920.1 per pion
Pod Grode + 0.2' = Goroge FIT (920.3)
Goroge FIT + 0.5' = Residentlol FIT (920.8)
Residence FIT - 9.0' = 80sement FIT (gl1.8)
'"
'"
b
'"
:i
::E
.
o
4: 1 SLOPE: ~
~'.' S\.o?(
TYPICAL SWALE SECTION
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.
NOTE: lHE ~lHIN PLOT PLAN WAS PREPARED AT lHE aJENTs
REQUEST ~lHOUT BENEFiT OF A RECORD PLA 1 lHE CONTRACTOR
AND/OR BUILDER HAS 8EEN CAU1l0NED lHA r THE DEPICTED UN
SHO~ HEREON ARE SUBJECT TO CHANGE:.
FLOOD HAZARD STATEMENT
CERllFICA 1l0N
ROll CURB
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~ .::::... ~"...,......,......". (/J~~
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i2!! '" /~ No 0 "'. ;0'"
I ~[ S0303 \ ,
~ '. STATE OF.. ~
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~~ 4.1;..:.IVDrA~!:... ~~
~ 7/r;; """,...." C\" ;if
~4!. SUR~ "'~~#'
W///I/JIIIIIIII\\\\\\\\\\~
~l'f1i
M.H. fl13
TC=918.53
PER RECORD
DRA~NG
Flood Hazard Statement: The accuracy of any flood hazard data shown on
this plot plan is subject to mop scale uncertainty and to any other
uncertainty in location or elevotion on the referenced flood insurance rote
mop (FIRM). None of the within described land lies within thot speciol flood
hazard zone -A., os said land plots by scale on Community Map Panel #
1800810001C of the flood insuronce rote maps (FIRM) for Homllton County,
Indiono, Doted Moy 19, Ig81.
TC= 918.83
PER RECORD
DRA~NG I 918.5 I
I-
I
1
;1
b
"'I
I
I
I
I ~ THREE CAR 775' \3 6.58' -
~ GARAGE .
: 10.33' ~ 2D.6';f.::i
l<l CONC,
DRIVE
'-"
~
o
0_
16.0'
PER RECORD
1'1
,.98
15<8.9 I
64.3'
=
20.00
80.00'
Detaa of
Ground/Storm Water.
Row pattern of an
individud lot
15' D.E.
15'
54.3'
I I
I \ I I
,U,
, I \ I
918.8
~
Note: Builder to
ensure positive
drainage away
from structure(s).
2.00'
>-
~ >-
'" ~
,.;
N
IlECI(
A
38.00
Vb06.0052047
LOT * 17
~
~
=~=
B511NT
SUMP
PUMP
EASTHAM B
FRM ~ MSY
RESIDENCE
i:J
ill
61 6.0'
919.9
25' B.L. 9 0.0
20' D.U.&E.
*
20
~
ASS1Jmed North
Scole : 1. = 30'
919.6
16
*
6.0
o
lot 80.00'
APRON
5' WAlJ(
1'1
5.0' J6.0'
lot PER fUN
B-B
mM
ElIV=919.3
919.27
t;
M.H.p11
TC=g19.76
PER RECQR[
^ DRA:NG
\1^Sn~V
s
s
REVISION #1
ADDED SANITARY
INFORMA llON
'1806.0052889
04/20/06 - KAG