HomeMy WebLinkAbout07010120 Site Plan
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The Schneider Corporation
8901 0U8 Avenue
IllstorlcForl_n
Indlanapolll, Indiana 4Q16-1037
317-1126-7100
317-1126-7200 FAX
1Dalneerin&
3uneylng
Lendacape Arc1liteclure
GIS .1Jll
Geo1"IY
Note:
This drawing is based on construction plans or record
drawings, and is not based upon 0 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 all liability.
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 reor yards
ore incre<lsed on additional one foot (1') for each
one foot (1') the structure exceeds the first
twenty-five feet (25') in height.
This Plot Plan Prepared For: R.H. of Indiana
Lot # 38 ,contoining 6,609 S.F.f, in
Stanford Pari<
Section # 1
INSlR. # 200500009385
P.C. # 3, Slide # sn
CERTlACA 1E of CORRECTION
INSlR. # 200500044195
Qay Twp. Hamlton County
Sec 29, TIaN, RJE
3485 Millbrae Drive
Carmel. IN 46074
Prepored Date: 01/15/07 : By. AMA
OC~ cProposed-Bu)'lll'(s):INVENTORY- - ----
( 50'R/W)
Community Restrictions:
Side Yard :.3' min.
Reor Yard = N/^
Aggregote = 6 (S.H.)
R.H. of Indiana
Finished Floor Elevotion Information
Pod Grode = 916.6 per plan
Pod Grode + 0.7' = Garage FFE (917.3)
Garage FFE + 1.5' = Residential FFE (918.8)
Residential FFE - 9.0' = Basement FFE (909.8)
DR/lfWA Y SLOPE = 4.7%
Note : The gorage finished floor elevation
is 1,7' above the curb at the drive, per pion.
Ground Cover Calculations:
Orive = 514 sa
Public Walk =194 SF:!:
Private Walk = 70 SF:!:
Hydroseeding =2,144 SF:!:
Sod = 250 SH, from
Rear of residence.
Optional Sod Package
Hydroseeding =1,650 SF:!:
Addl. Sod Pkg.= 55 SY:!:, to
Rear easement.
SIR.p21
TC=916.65
PER RECORD
ORA\\1NG
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
subdivision. Unless stated, no information about
fluctuating water tables. soU conditions, Of 8011 t)pllS
has been provided or stated on said pions. This lot
Is located nl!ior 0 body of water. lot or sol
conditions may require that the basement floor
elevation be held 2 toot above normal pool etewtion.
Site Investigatloo may be needed if water is
encountered during the excavation prOCess Of If
ather known woter elevation 0( soRs conditions are
present Investigation and OIly remedial procedures Is
ot the discretion of the buUder to determine ond
toke appropriate steps ot octloo. If any ground water
is N1CC1J1)tttsd during excaYOtlon the buJdtt is
encouraged to contact The Schneider Corporation to
dlsCtJss possible courses ot action.
Note:
Sump pump(s) to be placed by
builder os needed.
Plot Plan legend
rniQ]] Proposed Grades
000.0 Existing Grodes
_000.0-- Contour Grade
* Approx. lateral location
- . - Sanitary Sewer Lines
-11'- Storm Sewer Lines
- \I - Water Service lines
- - - - - - - Sub-Surface Drain lines
. Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
II1II Curb Inlet (Storm)
o End Section (Storm)
... Fire'Hydrant
- .,.,., - .,.,., - Row Line of swale
Building line (Bl / BSl)
- - - - - - - Easement Une
Oetail of Ground/ St"""
Water now pattern for
individual lots.
Lot # 38
Vb07.0067033
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Note: Sanitary Sewer
Top of Costing Information
Upstream Manhole, TC= 916.65
Downstream Manhole, TC=917.79
per record drawing
Note: Builder to ensure
positive drainage away
from structure(s).
Assumed North
Scale: l' = 3D'
Sidewalk to be placed
l' from property line,
5' from back at curb,
per plan. _ !I
~
T'r'PICAL SWALE SECl10N
~_:_~----~~-~t '-
~' 300' MILLBRAE DRIVE
B-B 191r.871
95.57
w -
---
Note:
The contractor is to maintain a minimum
distance of ten feet (10') between the
sonitry sewer and woter line laterols.
ROU CURB
,.
75 ~
16'
ORIY!:
STR.mO
TC=917.79
PER RECORD
ORA\\1NG
U.&S.S.E
B.L-
..MJ..
5.5' .63'8.
10.50
5.5'
i
1" T\\Q CAR
:;1. GARAGE
1.
SU~P '8
BSI.INT POUP e
!O HARRISON A l:l 9.
i::; !<(
FR~&lI5Y 0
RE~OENc[ 0
40.00' d
SOO N
7"1$ ~
OPTIONAUJ1,~Cl<AGE ---
30' R.D.E. 915.9
39.6'
34 !.
. Jill]
- -lO'LMT. 10' LM.E.
916.3 55.00
s
.
.E.
~GNA lURE ,
DATE:
FLOOD HAZARO STATEMENT
CERTlFlCA TlON
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This drawing is not intended to be represented as a retracement or
original boundary survey, a route survey, or a Surveyor Location Report.
Flood Hazard Statement: The accuracy of any flood hazard data shown on this report is subject to
map scale uncertainty and to any other uncertainly in location ar elevation on the referenced flood
insuranCE! rate 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).
SGNA lURE REPRESENTS CON~R~A nON OF REC[IPT OF PlaT PLAN BY CUSTIlMER.