HomeMy WebLinkAbout06120089 Site Plan
,
~~
Scmeider
The Sclme.Irlu Corporation
8001 0Ua Avenue
HiIt.oric Fort Harrlao.D
tn&nllopotil, lndWa 4621&-103"1
317-826-7100
317-1l2ll-7200 TAX
--
9="'"
Landacape Arohitecture
015 'US
Goo...,.
I
This Plot PIIIl Prepared For. R.H. of Indiana
Lot # 9B4 , containing 7,200 SJ.:l:, in
Vllage of Westclay
Sect/Ill' 6002
INSlR. , 200500080673
PC 3, SUDE 791
HamDton County. Clay Twp
Sec 19. TlaN. R03E
2544 Woodley Street (45'Rj\V)
Carmel, IN 4li074
Prepared Oate: 12/13/06 : By AMA
Proposed Buyer(s): C. Michael &
Sandra Kay Pirkle
Community Restrictions:
Side Yacd = 5' ~IN (ONE SIDE)
Rear Yard = N/A
Aggregate = 2D~ LOT \\lDlH. ~IN. 5' ONE SIDE
Zoning:::: Sl
Ground Cover Calculations;
Drive = 1,118SFt
Public Walk = 25D SF t
Private Walk = 39 SFt
Hydraseeding =N/A SF!
Sad = 377 SYi. entire yard.
R.H. of Indiana
Finished Floor Elevotion Information
TBM at face of curb:::906.2
TBM at afley=gD7.9
Proposed Grode at Swole=907.84, high side
Garage FFE at weatherlip=91D.4-2.54=9D8.3
Residential FFE=907.4t3.D=91D.84
DRIVEWAY SlOPE = 1.0~
Area of water tap to be restored
10 its' original condition prior
to construction.
Granular back fill suggested
under driveway at sanitary sewer
lateral trench, water line trench
and any other excavated areas,
(If situation occurs)
Location of utilities on plot plan
are general locations per plan
and should be verified in the field.
FLOOD HAZARD STATEMENT
CERl1FICA 110N
\\\\\\\\\\1111111/1/1111/1.
~\\\\\ L I'III/,
#' ,S . Cn %
~ ~'\ ,'''''''''''' /11h~~
$~,"~;f-'\S TCr9~""~A%
$~""<<- No Q....;'O%
.:::? ,: . ". ~
I ! 50303 j I
~ "SiATE OF, ~
~ /', .. ~
%{~""':'/YDIA"'!:,/~$
'%, ~ "S"'U"'R"\i\.~ #'
'%-111/ '1 \\\\~"
I//IIIIIIIJIIII\\I\\\\\\\
~lfil
CCl'<C.
DRIVE
." . 32.00'
~ a
'" I 8
N 0 lHREE CAR 8
"" 0 GARAGE
N '"
1.33 ...- 8 N
U8' 10.00'
l~ SCREEN t.96' 1.33 0
PaR ,.,,--- 0
733 w1238~ ""
. 13'Xl2' ."N "'...-
1~36' "'!<">llui,#'<">l
-'.33 ,..: PATIO ori_ ori ~-
0
ao 7.i' 1~38'- ao
"-'---
15.71 1.33
BS/.lNT
~P " PI[RSOO 8
:'l
'P iQ FRf.I&;MSY 1<2
:<i RE~O€NCE :<i
Plot Plan Legend
!]QQ]J Proposed Grades
000,0 Existing Grodes
_ 000,0- Contour Grode
* Approx, Lateral Location
- . - Sanitary Sewer Lines
-IT- Storm Sewer lines
- 'vi - Water Service lines
- - - - - - - Sub-Surface Drain lines
. Manhole (Sanitary or Storm)
. Beehive ~Inlet (Storm)
l1li Curt Inlet (Storm)
D End Section (Storm)
.... Fire Hydrant
- 0 0 0 _ 0 0 0 - Flow Line of swale
- Building Line (BL / BSL)
- - - - - - - Easement Line
Note: SanItary Sewer
Top of Costing Information
Upstream Manhole, TC= 907.54
Downstream Manhole, TC= 905,86
per record drawing
Note:
The contractor is ta maintain 0 minimum
distance of ten f~t (10') hetween the
sonitary sewer and water line laterals,
,;
ii
o
I
'-
Sidewalk. to be placed
flush with property line,
5' from back. of curb,
perploli,
TYPICAl SWALE SECTION
All service laterals
crossing at curt
ore stomped:
SA= Sanitary Sewer
5S= Subsurface Drain
W= Water
Note: (secondary areas -
Westcloy) Max, height: 35' on
lots 100' and larger (to eve line)
3D' an less than 100' Max,
coverage: 50%
Note: (primary areas - Westclay)
Ma,. height: 30'
Build-up line: 2 stories
Max, coverage: 50%
Pad elevation shown is per plans
and is not the as-built
elevation,
The information for the elevation
difference between the primary
finished floor elevation to the
top of basement wall and to
the basement finished tloor was
provided by the client.
Area of water top to be
back filled with granular
materia) to within 10n of
This drawing is not intended to be represented as a retrocement or
original boundary survey, a route survey, or a Surveyor Location Report.
Note:
This drawing is based on construction plans Of 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 controctofs assumption of oU Iiobility,
Note;
The bosemenl eJeYOtion, de icled hereon, has been determned and
based on the pad _.es and/~ contours taken from the
conslNction s for this !ll.Ibdivis;~, Unless staled, no ilformation
oboul ft llllng water tables, so~ cOnditions, or soil t)pes has been
provid Q(statedon said plans. This\Jot is localed near 0 body of
-Q\ ' lot ex- soil conditions may requ. e that the l>Osement floor
ele't'lltlon be held 2 fool above norma pool elevatlOfl, Site
ilYllStigati may be needed If water 1$ encountered during the
excavation pr or If ther kno water elevation or sob
conditions ore pr nt In sti ond any remedial procedures is
01 the discretion 0 r to determine and toke appropriate
steps of action. If ony groun water is encountered durilq
excavation the bu is t~~ raged to contact The Schneider
Corporallon todls PO\) esofactlon,
VbO 553 D.tol of Ground/ Storm
Water flow pattern for
Lot # 984 lo&,;d,,1 lob.
~ I I
^ :p:
U \ I
=J;:5l=
~
Note: Builder to enSlJre positive
drainage away from structure{s),
Note: Sump pump(s) to be
placed by buUder os fleeded,
Assumed North
Scale: 1- = 30'
.
TB~
Em=go .9
.
STR./109
TC=gOS.6S
PER RECORD
~
49,0'
43.0'
..
9D5.9
I
25,0'
8-B
..l
(906.26) TB~ ;;:
EtIV=906,2
RJ CURB
WOODLEY STREET
Flood Hazard Statement: The accuracy of any flood hazard data shown on this report is subject to map scale
uncertainty and to any other uncertainty in location or elevation on the referenced flood insurance rate map. ALL "
of the within described land DOES NOT lie within that special flood hazard zone AE as said land plots by scale Note: P,er C?rm~1 z?n,n9 ?fdlna~ce 26,1.1 :
on flood insurance rate map #1800810205 F for the City of Carmel, Indiana dated February 19, 2003, The res\dentiol dlstn;t hmlts heIght to
twenty-five feet (25). however a dwelling may
SIGNATURE; DATE; be increased in height to thIrty-five feet (35')
provided the side ond rear )Qrds are increased
an additional one foot (1') for eoch one foot
(1') the structure exceeds the first
SIGNATURE REPRESENTS COOFlRf.lATlON OF RECEIPT Cf PLOT PLAN BY CUSTOUE:R, twenty-five feet (25') in height.
I
I
I
I
I