HomeMy WebLinkAbout07030129 Site Plan
..-~._'
sf1
Ground Cover Calculations:
Drive = 1,004SFt
'Public Walk = 250 SF t
private Walk = 39 SFt
~yOraseeding =N/A SFt
~,~~ = 3B9 SYf, entire yard.
~~i~:
The.'controctor is to maintoin 0 mlnirtlum
distonce of ten feet (10') between the
s~~itory sewer ond woter line loterols.
:>
f- ;
W
W
0:::
f- i
c.n
:; '"
W ~
OJ ,.!!
:::::E I!!~
0 ~
U '"
-.I a
<r: ;;j
:::::E '"
29.0'
B-B
:'{I
r-'
FLOOD HAZARD STATEMENT
CERTlFICA TlON
The Schneider Corporation
8901 otiJ Avenue
8ist.orie Fort BlI.lTiJon
Indianapolia. Indiana l8216-1037
317-826-7100
317-826-7200 FAX
ED&!noeriJlg
3urvejlng
LandJcape Archit.ecturll
GIS .US
GeoIoV'
Nate:
This drawing is based on construction pions on record
drowings, 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 an this drawing should be reported to
The Schneider Corporation immediately, failing to do sa
results in the contractors assumption of all liability.
Note:
The basement elevation, depicted hereon, has been determined and
based on the pod grades and/or contours token from the construction
plans for this subdMsion. Unless stated, no information about
fluctuating water tables, soil conditions, or soil t)pes has been provided
or stated on said plans. This lot Is located near 0 body of water. lot
or so~ conditions moy require that the basement floor elevation be
held 2 foot above normal pool elevation. SIte investigation may be
needed If water Is eocountered during the excavation process or If
ather known water elevation or soillf CQflditlcns ore present.
Investigation and any remedial procedures is at the discretion of the
buDder to determine and take'approprlate steps of "action. If any
ground water Is encountered during excavation the bunder is
encouraged to contact The Schneider Corporation to discuss possible
courses of action.
Note: Sump pump(s) 10 be
placed by builder as needed.
OAlI:
SIGNATURE REPRESENTS CON~RMAnON Of RECEIPT Of PLOT PLAN BY CUSTOI.IER.
~
~
=li3.=
~
Oeta" of Ground/ Storm
Water flow pattern for
individual lots.
I Plot Plan Leqend
This Plot Plan Prepared For: R.H. of Indiana []Q[Q] Proposed Grades
Lot # 957 , containing 7,000 S.F.:!:, 'n 000.0 Existing Grades
VIllage of Westclay __ 000.0- Contour Grade
002 * Approx. Lateral Location
Section # 6 _ . _ Sanitary Sewer Lines
INSlR. # 200500080673 -IT - Storm Sewer Lines
PC 3 SUDE 791 - y - Water Ser~ce Lines .
H n't Coo t a '" - - - - - - - Sub-Surface Drain Lines
am on n:y. ay 'wP . Manhole (Sanitary or Storm)
Sec 19. TIaN. R03E . Beehive Inlet (Storm)
12629 Malcombe Street (50'R/W) ilII Curb Inle~ (Storm)
___ _ _ D End Section (Storm)
Carmel, IN 46074 .... Fire HYdrant
Prepared Date: 03/09/07: By: AMA - . .. - .. . - Flow Line of sWQle
P osed B ....1 ). .. Building Line (BL / BSL)
rop U1"'\S . Virgilio Geor~e & _ _ _ _ _ _ _ Easement Line
Alisha George-Mlnkner
Community Restrictions:
Side Yard = 5' MIN (ONE SIDE)
Rear Yard = N/A
Aggregote = 20X LOT \\lOTH, MIN. 5' ONE SIDE
Zoning = 51
~ .00 34.:l8 .
~ . 1:1 20.00
"1<t...c..
00':::1 :::I ~
. iili<
i~i .00' !1i '8 u!o
::J . ::L u~
f T6iiOdfi Iii'" ~ ~~
~en~ ~ i!'~
% 18" 81
~ oJ .
~ 1:j - 16.00' ~~~
, 34.:l8' 24.00'
Note: Sanitary Sewer
Top of Costing Information
Upstream Manhole, TC= 902.69
Downstream Manhole, TC= 904.35
per record drawing
~.
~
\,
4'1 I Of':E.
~ .,
TYPICAL SWALE SECTION
05
o
"N
R.H. of Indiana
Finished Floor Elevation Information
TBM at face of curb=901.4
TBM at alley=903.2
Vb07.0069784
Lot # 957
~.
~M-:
-W~
- - --
Note: Builder to ensure positive
drainage away from structure(s);
Assumed North
Scale: l' = 30'
,\11\\\\1111111111/1////1
~~\\\c- L ,..,////0-%
.ff ~,,~ ......:.... (/,f/~,~
"'';:'''~ .' s To" (h '"
$~,"~G\N rri;.... ~~
~CZ::)/'Q;- O. O\.;<>~
I ( S0303 ) I
% \ STATE OF .... ~
~ (" ..... I t"- .....<'\ ~
~ ~;...i~DIA~.....:,~'<",%'
~'f'j S....U..ii.\\ c " #
104/1. \\ , \. ~\~~
Y/I///I/IIJIIIII\I\I\lIIII\
. -\.:l.:- l . f-ri
This drawing is not intended to be represented as a retracement or
original boundary survey, a route survey, or a Surveyor Location Report.
Sidewalk to be placed
flush with property line,
5.5' from bock of curb,
per plan.
STR. '127
TC=904.35
PER RECORD
ORA\\1NG
"'
'"'
,-;
0>
'"
Note: (secondary areas -
Westclay) Max. height: 35' on
lots 100' and larger (to eve line)
30' on less than 100' Max.
coveroge: 50%
STR. '128
TC=902.69
PER RECORD
ORA\\1NG
Proposed Grade at Swale=904.1, high side
Garage FFE at weatheriip=907.1-2.54=904.56
Residential FFE=904.1t3.0=907.1
Basement FFE=907.1-10.0=B97.1
Note: (primary areas -
Max. height: 30'
Build-up line: 2 stories
Max. coverage: 50%
Westclay)
Pad elevation shown is per plans
and ;s not the as-built
elevotion.
Area of water tap to be restored
to its' original condition prior
to construction.
Granular back fill suggested
under driveway at sanitary sewer
laterol trench, woter line trench
and any other excavated areas.
(If situation occurs)
Location of utilities on plat plan
ore general locations per plan
and should be verified in the field.
The information for the elevation
difference between the primary
finished floor elevation to the
top of basement wall and to
the basement finished floor was
provided by the client.
All service laterals
crossing ot curb
ore stamped:
SA= Sanitary Sewer
SS= Subsurface Orain
W= Water
Area of water tap to be
back filled with granular
material to within 10" of
top of curb.
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 on flood insurance rate map #180081 0205 F for the City of
Carmel, Indiana dated F=ebruary 19, 2003
Note: Per Carmel zoning ordinance 26.1.1 : The
residential district limits height to twenty-five
feet (25'), however a dwelling may be increased
in height to thirty-five feet (35') provided the
side and rear ~rds are increased an additional
one foot (r) for each one fool (1') the
structure exceeds the first twenty-five feet
(25') in height.
SIGNATURE :