HomeMy WebLinkAbout06050113 Site Plan
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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 #1800810205 F for the City of
Carmel, Indiana dated February 19, 2003.
~
The Schneider CorporaUon
8001 Otia Avenue
Historic rort He.rriJon
Indianapolls. Indiana l62l1-1037
317-826-7100
317-ll21-72oo FAX
EDIlneerin(
SurveJin&
Landlcape Archlleclure
GIS 'US
Geolol1
I Plot Plan Legend
This Plot Plan Prepared For: R.H. of Indiana [QQ[Q] Proposed Grades
Lot # 961 , containing 7,000 SJ.:t, 'n 000.0 Existing Grades
Village of Westday .--000.0- Contour Grode
Sect. I 6002 * Approx. Lateral Location
Ion _ . _ Sanitary Sewer lines
INSlRUt.lENT I 200500080673 -... - Storm Sewer Unes
PC E SUOE 791 - ~ - Water Service Un.es .
- - - - - - - Sub-Surface DraIn Lines
HamBtan County, Qay Twp . Manhole (Sonitaryor Storm)
Sec 19, TIaN, ROJE . Beehive inlet (Storm)
2517 Buckland Street (50'R/W) ~ ~~~ ~~~~~o~SI~~~)
Carmel, IN 46074 ..... Fire HyOront
Prepared Date: 05/04/06: By. AMA - .. 0 - 0.0 - FI~w Une .of swale
P sed B ....1 ). INVENTORY BUilding lIn~ (BL ! BSL)
ropo U1""\S' - - - - - - - Easement Line
IWrnill, . ,U Proposed landscape Area
Community Restrictions:
Side Yard = 5' MIN (ONE ~OE)
Rear Yard = N!A
Aggregate = 20% LOT \\\OTH
Zoning = 51
Note: Sanitary Sewer
Top of Costing information
Upstream Manhole. TC= 904.43
Downstream Manhole, TC= 902.76
per plan.
R.H. of Indiana
Finished Floor Elevation Information
IBM at toce of curt=905.3
IBM at alley=g04.4
Note: The contractor is to maintain a
minimum distance of ten feet (10')
between the sanitary sewer and water
line laterals.
Proposed Grade at Swole=906.3, high side
Garage FIT at weotherlip=909,3-2.54=906.76
Residentioi FIT=906.3+3.0=909.3
Ground Cover Calculations:
Drive = 796 SF J:
Public Walk = 235 SH
Private Walk = 71 SFJ:
HyOroseeding =N!A SFJ:
Sod = 346 SYJ:,
entire yard
Sidewalk to be placed
l' from property line,
5.5' from bock of curb,
per pion.
I
BUC~LAND STREET
ROU CURB I ffiAV.90H (905.35)
18. 4(),75 8
0.38' BSIolNT 0.38"\
"'
~~ MA'!fIElD A ~
~ fR~ & ~SY l<i.
RE~DENCE
15. .
5.0 1.33' t: 13.58' 5.0
10.~ IS'XI3' C>
o c;;~p PAm C>
'" . $.8!:: ... 0
.no ~ .,.; .q-
~....r 10.00' a
c>
..--- .33' 10,17$.
~
. lHREE CAR ~
8. 0 .
GARAGE 8
)0,00'
CONC
ORIVE
..
:SMT
38.S'
90 .17
LLEY ESMT
TC=902.7S
PER PlAN
SlR." 06
~4
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 shouid be reported to
The Schneider Corporation immediately; fo~ing to do so
results in the contractors assumption of 011 liobmty.
Note:
The basement elevation, depicted hereon, has been determined
and based upon the pad grades and/or contours taken from
the construction plan . subdivision. Unless stated, no
information abaut"'fl duating w tables, soil conditions, or
soa t)pe:3 hoSbeen 'provided or s ted on sold pions. It Is
recommenaed that the basement fi 'shed floor elevations be
at IS two feet (2') above the no 01 pool elevation of any
adp' ing bodies of water, u es a s dy of facts reveals
oth ise. If during the exc ocess ony ground water
l~ 'tJ n~ssed, The, Sch iderj .ion should ~~'notlfied
imm tely. Th b e ion should be raised two feet
(2') above ater, and additional construction
techniques should be incorporated to alleviate future problems.
Detam of Ground/ Storm
Water flow pattern for
Individual lots.
Vb06.0052994
~ Lot # 961
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Nate: Buider to ensure positiye
drainage away from structure(s).
Note: Sump pump(s) to be
placed by builder os needed.
Note: Per Carmel zoning ordinance 26.1.1 : The
residential district limits height to twenty-five feet (25').
hawever a dwelling may be increased in height to
thirty-five feet (35') provided the side and rear yards
are Increased on additional one foot (1') for each one
foot (1') the structure exceeds the first twenty-five feet
(25') in height.
Assumed North
Scale: 1. = 3D'
Note: The gorage finished floor elevation
Is 1.0' aboye middle of pavement at the drive. per plan.
. ~I t
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T"r'PtCAL SWALE SECTION
FLOOD HAZARD STATEMENT
CERTIFICATION
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~GNA lURE :
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~GNA lURE REPRESENTS CONnR~A ~ON Of RECEIPT Of PLOT PlAN BY CUSTOMER.