HomeMy WebLinkAbout07010081 Site Plan
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Schneider
The Schneider Corporation
8901 Otis Avenue
, Historic fort Benison
IndianapoJiJ, Indiana 48216-1037
317-626-7100
317-826-7200 FAX
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Landacape Archit.ect.ure
CIS .1lS
Geology
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BU LlNGAME BOULEVARD
30.0'
-8-8
This Plot Plan Prepared For: R.H. of Indiana
Lot # 141 , containing 7,800 SLt, in
Stanford Pork
Section I 2A
INSlR. I 200600014565
PC 4. Slide 42
Cloy Twp, HomBton County
Sec 29. TlaN. R3E
3431 Burlingame Boulevard (50'R/W)
Cannel. IN 46074
Prepared Date: 01/05/07: By: AMA
Proposed Buyer(s): Naidi Nelson Xu &
Xiooqing Chen
Community Restrictions:
Side Yard =3' min.
Rear Yard = N/A
Aggregate = 6' (B,H,)
R,H. of Indiana
Finished Floor Elevation Information
Pod Grode = 915,5 per plan
Pod Grode + 0,7' = Garage FrE (916,2 )
Garage FFE + 1.5' = Residential FFE (917,7)
Residential FFE - 9,0' = Basement FFE (908,7)
ORI>!:WAY SlOPE = 5,6~
Note: The garage finished floor elevation
is 2.0' above the curb at the drive, per plan.
Ground Cover Calculations:
Drive = 513 SFi
Public Walk = 244 SF i
Private Walk = 52 SF i
, Hydroseeding =2,913 SFi
Sod = 306 SH, from
Rear of residence.
Optional Sod Package
Hydroseeding = 975 SF i
AddL Sod Pk9,= 215 SH, to
Rear easement.
Plot Plan Legend
[]QQ]] Proposed Grades
000.0 Existing Grades
__000.0-- Contour Grode
* Approx. Lateral Location
- . - Sanitary Sewer lines
-IT - Storm Sewer lines
- '.I - Water Service lines
- - - - - - - Sub-Surface Drain lines
G Manhole (Sanitary or Storm)
fill Beehive Inlet (Storm)
IIllI Curb Inlet (Storm)
D End Section (Storm)
..... Fire Hydrant
- 0 0 0 _ 0 0 0 - Flow line of swole
Buildin9 Une (BL / BSL)
- - - - - - - Easement line
Note: Sanitary Sewer
Top of Casting Information
Upstream Manhole, TC= 915,8D
Downstream Manhole, TC= 915,79
per plan,
Sidewalk to be placed
l' from property line,
4' from bock of curb,
per plan,
Note:
The contractor is to maintain a minimum
distance of ten feet (10') between the
sanitry sewer and water line laterals.
SlR,' 735
TC=915,79
PER PLAN
&S,S.E.
Note:
Sump pump(s) to be placed by
builder os needed.
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Note:
The basement elevation, depicted hereon, has been
determined and based on the pod grades and/or
contours token from the construction plans fOl" this
subdivision. Unless stated, no information about
fluctuating water tables, soil conditions, 01" soil twes
has been provided 01" stated on said plans. This lot
is located near 0 body of water. Lot or soil
conditions may require that the basement flOC(
elevation be held 2 loot above normal pool elevation.
Site inve'stigation may be needed if wotef' is
encountered during the e~cavat1on process or if
other Known water elevation 01" sons conditions are
present Investigation and any remedial procedures is
at the discretion of the bu~der to determine and
take appropriate steps of action. If any ground water
is encountered during excavation the bu~der is
encouraged to contact The Schneider CorpOl"atioo to
discuss possible courses of action.
C"'914.00
PER PLAN
APRON
s' WALK
14,
.
N
5='
o
0_
20' D,U,&S,S,E, <I<
22,5' B,L,
--=.r--
----j 25' G
I '
-160'--1
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"
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DRIVE
~3,'3
TWO CAR ~
GARAGE ~
B,.,NT
$UIrdP 4.00
PUIllP 0
4X4'
TOOP
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N",;
0-
, a>
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SOD
STERUNG 8
FRIllMlSY
RE~OENC[
SOD
12,00' ,..
8
28,00'
)'X5'
DECK
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I 38,"
L OP110NAl 500 P CKAGE_
15' D,E,
43.6'
[]jTIJ
65,00'
EX, LAKE #3
N,P, ELEV,=9D8,8D
100 YEAR ELEV,=912.74
This drawing is not intended to be represented as a retracement or
original boundary survey, 0 route survey, or a Surveyor Location Report.
Nate:
This drawing is based on 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 ta
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 all liability.
Note:
Per Carmel zoning ordinance 26.1.1 :
The residential district limits height to twenty-five
feet (25'), however 0 dwelling may be increased in height
to thirty-five feet (35') provided the side and rear yards
ore increased on additional one foot (1') for eoch
one foot (1') the structure exceeds the first
twenty-five feet (25') in height.
Detail of Groond/ Storm
Water flow pattern for
individual lots.
Lot # 141-
Vb07.0066674
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Note: Builder to ensure
positive drainage away
from structure(s).
Assumed North
Scale; ,. '" 30'
rp ~ ~I SLO.<
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TYPICAL SWALE SECTION
14,6
25' ~~)<O
22,5' I Te-IIS,80
PER PlAN
,0'-
914,8
FLOOO HAZARD STATEMENT
CERTlFICA TlON
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Flood Hazard Statement: The accuracy of any flood hazard data shown on this repon is subjecl to map scale
uncenainty and to any other uncenainty in location or elevation on the referenced flood insurance rale map. ALL of the
within described land DOES NOT LIE within that special flood hazard zone A as said land plots by scale on flood
insurance rate map # 18057 0205F for City of Carmel, Indiana (maps dated February 19, 2003).
~GIIA lURE:
DATE:
~GIIA lURE REPRESENTS CON~RMA nON Of RECEIPT Of PLOT PLAN BY CUSTOMER,