HomeMy WebLinkAbout06040079 Site Plan
Tbe Schneider Corporation
8901 Otis Avenue
Hialoric Fort Harrison
Indianapolil, Indiana 4<1216-1037
317-826-7100
317-626-7200 FAX
En,pn.oring
3u",,Ing
LandsCape Architecture
GIS -US
Geology
Note:
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 to any construction: Any
discrepancy found on this drawing should be reported to
The Schneider Corporation immediately, failing to do sa
results in the contractors assumption of all liabUity.
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-fNe feet (j5') pro'vided the side and rear yards
ore increased on additional one foot (1') for each
one foot (1') the structure exceeds the first
twenty-five f"t (25') in height.
Plot Plan Legend
[QQ[]D Proposed Grades
000.0 Existing Grades
__ 000.0--- Contour Grode
* Approx. Lateral Location
- . - Sanitary Sewer Lines
-IT - Storm Sewer Lines
- 'W - Water Service Lines
- - - - - - - Sub-Surface Drain Lines
. Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
IlI!I Curb Inlet (Storm)
D End Section (Storm)
.... Fire Hydrant
_ 0 0 0 - 0 0 0 -- Flow Line of swale
- - Building Une (BL / BSL)
- - - - - - - Easement Line
(50' RfW)
Note:
The basement elevation, depicted hereon, has been
determined and based upon the pad grades and/or
contours taken from the construction plans for this
subdivision. Unless stated, no informatlon about
lIuctIJatinq water tables, soil conditions, or soil t~es has
been pro'vided or stated on said plans. It is
recommended that the basement finished floor elevations
be at least two feet (2') above the normal pool
elevation of any adjoining bodies of water, unless a
study of facts reveals otherwise, If during the
excavation process any ground woter 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 alleviote future problems.
Community Restrictions:
Side Yard =3' min.
Rear Yard = N/A
Aggregate = 6 (8.H.)
Nate: Sanitary Sewer
Top of Costing Information
Upstream Manhole, TC= 916.30
Downstream Manhole, TC=917.30
per plan.
R.H. of Indiana
Finished Floor Elevation Information
Pod Grode = 916.7 per plan
Pod Grode + 0.7' = Garage FFE (gl7.4 )
Garage FFE + 1.5' = Residential FFE (918.9)
Residential FFE - g.O' = Basement FFE (909.9)
Note:
The contractor is to maintain a minimum
distance of ten feet (10') between t'he
sanitry sewer and water line laterals.
Note: The garage finished floor ele'laticn
is 1.4' above the curt at the drive. per plan.
@
TC=916.30
PER PLAN
-e-t--;J4 ~
1 ~
-
TC=91626
PER PLAN
APRON
,WAlK
.
65,00
Ground Cover Calculations
Drive =513 SF"
Public Walk = 244 SF"
Private Walk = 37 SF"
Hydroseeding = 1,950 SF"
Sod = 269 SYJ:, from
Reor of residence.
Add!. Sod Pkg. = 150 SY", to
Rear easement
16'
6. * DRIVE
* ,20' D.U.I.cS.S.E.
\ 22f-BJr
]2OG.B.c
Sidewalk to be placed
l' from property line,
4' from bock of curb,
per plan.
<.n.
'"
'"
~
~
1WO CAR 8.
GARAGE
PDR~
19.67
16.0'1!I
I
B5MT 1
1'J1
ASPEN C ~. I
rR~&MSl
RESOENCE 1
19.7'
N
>='
o
500 0_
~
m
:,..
I 2'XI 2'
DECK
AODmONAL
- - - 1916.21 -:ii1 R.D.E.
49.6'
UNE
-37,6'
...
-..
...
---, 1915.01
165.00'
'1-:/
z
.~
o
OPt -.:.
1915.71
10' L.M.E.
.\:' SLOPt.
TYPICAL SWALf SEC1l0N
- I~
L[') .
~;;U ~I
Flood Hazard Statement: The accuracy of any flood hazard data shown on this report is subject 10
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 A as said land plots by scale on flood insurance rate map # 18057 0205F for City of Carmel.
Indiana (maps dated February 19. 2003).
@
, TC=917.30
9111:4 +-e:
20' D.U.&
~
1
1
1
I
I
I
1
I
1
1
I
I
I [j
L_
TC= 915.00
PER PLAN
u;
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~
Note:
Sump pump(s) to be placed by
bunder as needed.
Lot # 37
Vb06.0051982
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Assumed North
Scale: 1. = 30'
Detail of Ground/ Storm
Water now pattern for
individual lots.
I \ I I
'Ill"
1/7---1' 1
, ,
Note: Bunder to ensure
positive drainage away
from structure(s}.
FLOOO HAZARO STATEMENT
CERnFICA nON
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SIGNATURE:
DATE:
~GNA TURE REPRESENTS CON~RMA nON Of RECEIPT Of PLOT PLAN 81 CUSTOMER.