HomeMy WebLinkAbout07020104 Site Plan
...,
~~
Schneider
This Plot Plan Prepared For: R.H. of Indlano
Lot # 209 , containing 13,983 S.F.:t, in
Oa)boume
Section # 3
INSlR. # 2004000110247
P.c. # 3, Slide # 533
HamDton County. Oay Twp
Sec 30, TIaN, R03E
3910 Oolan Way
Carmel, IN 46074
Prepared Dote: 02/01/07: By. AMA
Proposed Buyer(s): INVENTORY
(70' RfW)
[QQQ]] Proposed Grodes
000.0 Existing Grades
_000.0-- Contour Grade
* Approx. lateral location
- . - Sanitary Sewer lines
-...- Storm Sewer Lines
- 'W - Water Service Lines
- - - - - - - Sub-Surface Drain lines
. Manhole (Sanitory or Storm)
. Beehive Inlet (Storm)
IlIII Curb Iniet (Storm)
D End Section (Storm)
..... Fire Hydront
-... - "... - Flow. Line of swole
- Bunding Line- (B' / BSL)
- - - - - - - Easement line
Plot Plan Legend
Note:
This drawing is based on construction pIons 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 so
results in the contractors assumption of all Iiapility.
Note:
The basement elevation, depicted hereon, has been determined and
bosed on the pod grades and/or contoors token from the construction
pIons for this subdi'Vision, Unless stated, no information about
fluctuating water tables; son conditions, or son t)fles has been
provided or stated on soid pions. This lot is located near (] body of
water. Lot or ~OO conditions may require that the basement floor
elevation be held 2 foot above normal pool ele-.,]tion. Site investigation
may be needed If water Is encountered durIng the exco'.<ltion process
or if other known water elevation or sons conditions ore present
Investlgotfon and any remedial procedures Is at the discretion of the
bunder to determine_and tok4Lopproprictt steps"of actioi'!. If any
gra~nd water is encountered d~ring excavation the b~~der is
encouraged to contact The Schneider Corporation to disc~ss possible
coursesofactJon.
Tbe Schneider COrp?ration
8901 Otis Avenue
Historic Forl Harriaon
lndltontopoilJ, !noli... 4&2l6-lr07
317-826-7100
317-826-7200 FAX
Ellglneerln&
SuneyiDg
LandJcape Architecture
GIS '1lS
Geology
Community Restrictions:
Side Yord = 5'
Rear Yord = 20'
Aggregote = 10' (B.H.)
Zoning = 51
R.H. of Indiona
Finished Floor Elevotion Information
Pod Grode = 914.7 per plan
Pad Grade + 0.7' = Gorage FFE (915.4)
Garage FFE + 1.5' = Residential FFE (916.9)
Residential FFE - 9.0' = Basement FFE (907.9)
DRIVEWAY SLOPE = 5.1 ~
Note: Sanitary Sewer
Top of Costing Information
Upstream Manhole, TC= 915.27
Downstream Manhoie, TC=914.05
per record drawing
Note: Sump pump(s) to be
placed by buRder os needed.
Detail of Ground/ Storm
Water flow pattern for
individual lots.
This drawing is not intended to be represented os a retrocement or
original boundary survey, 0 route survey, or a Surveyor Location Report.
,
,
"/~"/..(.c:~
/' "-"- ...-*~ ~
, ,~~
~~:~,
"'\. ,~~,
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 Note: Per Carmel zoning ordinance 26.1.1
insurance rate map. ALL of the within described land DOES NOT lie within that special flood hazard The residential district limits height to
zone AE as said land plots by scale on flood insurance rate map #180081 0205 F for the City of twenty-five feet (25'), however a d'llellir.g m~y
Carmel, Indiana dated February 19, 2003. be increClsed in height to thirty-five feet (35')
SIGNATURE: DATE: provided the side and rear y::Jrds ore increased
an additional one foot (1') for each one foot
(1') the structure exceeds the first twenty-five
feet (25') in height.
Note:
The contractor is to maintain a minimum
distance of ten feet (10') between the
sanitary sewer and water line laterals.
Sidewolk to be placed
l' from property line,
11' from bock of curb,
per plan.
Note: Builder to ensure positive
drainage away from structure(s).
~
\
\
\ {j-.
\ "',;.
\ "''l''
\
\
\
\
\
\
\
Ground Cover Calculations:
Drive = 803 sa
Public Walk = 294 sa
Prlvote Wolk = 89 sa
H ydroseeding = 7,796 SF t
Sod = 424 Sri, from
Rear of residence.
Optional Sod Packoge
Hydroseeding =3,296 SFt
Add!. Sod Pkg.= 500 SYt, to
optional sod line
~
D
=;;::3,=
Assumed North
Scole : 1. = 3D'
Lot # 209
Vb07.0067996
FLOOD HAZARD STATEMENT
CERTlFICA TlON
,\1\1\\1111111111111/1/11/1.
,"*,~\\ c.. L /l1'J~
~ '.';) . (J:LJ~ ~
ff ~'\ ........... 'T'//~~
ff~'::""""'(,\S n,;';:,.. 0/' '^""
~ ~".,<(, N '0"'''''''' ::::::::
~~/Q:- 0 "';'<>~
~i '\~ ~'t>
, \.. S~~~O:F .) I . ~~\\
'3: /\ ..' ~~- ~88'
~( . .....:,yDjA~~.... ~~ (E .
%~#'''''''''''''''C\~ff ., l' 01"
~ V SUD~ \. #' 0 '- ^" ~
r/;///I \\ \\\'"~ ,
~ , 11i1i:1I1I\~f1 TYPICAL SWALE SEcnaN~~g!~f}:o :~ ~
\.-t- '/- -~ ' ORA\\1N~ '
~GNA lURE REPRESENTS CON~RMA TION Of RECEIPT OF PLOT PLAN BY CUSTOMER.