HomeMy WebLinkAbout07010163 Site Plan
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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. Cootractors 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:
The basement elevation, depicted hereon, has been determined and
bused on the pad grodos and/or contours token from the construction
pions for thl, subdivlsloo. Unless stated, no information about
fluctuating water tables, soi conditions, or sol t)pea has been provided
or stated on said p1oos. This lot Is located noar a body of water. lot
or soil conditions may require that the basement floor elevation be
held 2 foot above nannal pool elevation. Site investigation may be
needed if water Is encountered during the excawtion process Of If
other known water oIevotion or sols CQllditlons ore present.
InvestIgation lJI'Id any remedIal procedures Is at the discretion of the
buRder to determine and tlJ!<,e appropriute eteps of action. If any
g/(xmd water.ls-encolmteied-dUi'Wlg8xc(ivatkllCthe buRder Is
encouraged to contact The Schneider Corporation to discuss possible
courses of octlon.
11I.e Schneider CorporaUon
8901 ou. Avenue
Hiatoric 'orl Harriaon
Indlanapolb, Indlana ~H0S7
317-826-7100
317-826-7200 FAX
EDoInoorina
-.,.,.
Wdxepe ArchIlecbtte
GIS .US
GeolOlJ
Plot Plan Legend
. This Plot Plan Prepared For: R.H. of Indtano I]lj[[J Proposed Grade,
. Lot # 969 , containing 6,250 S.F.:!:, 'n 000.0 Existing Grades
,. Wlogs of Weloy ___ 000.0- Contour Grode
~Seetlon, 6002 * App~ox. Lateral Location
- , - Son/tary Sewer Lines
INSlR. , 200500080673 -If _ Storm Sewer Lines
PC 3 SUDE 791 - 'J - Water Ser~ce Li~es .
H I't Cou t CI .. - - - - - - - Sub-Surface Drain Lines
arn on n :y, OY,1Ip . Manhole (Sanitary or Storm)
See 19, llllN, ROOE . 8eehive Inlet (Storm)
12691 Vanderhorst Street (50' R Iw\ l1li Curb Inle~ (Storm)
1"1 D End Section (Storm)
Carmel, IN 46074 .... Fire H)'Jront__
------p;:epared Dote: 01{:12/07 : By: AMA - . . . - .. . - Flow Line of swole
Proposed Bu,-'8 : INVENTORY - 8uilding Lin~ (8L / 8SL)
1""'\ - - - - - - - Easement lme
Oetal of Ground/ Storm
Water flow pattern for
individua/lots.
Community Restrictions:
Side Yard = S' MIN (ONE SlOE)
Reor Yard = N/A
Aggregate = 20% lOT VlIOlH, MIN. S' ONE ~OE
Z""ing = SI
o Vb07.0066714
ti Lot # 969
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Note: Sanitary Sewer
Top of Costing Information
Upstream Manhole, TC= 915.97
Downstream Manhole, TC= 904.62
per record drawing
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TYPICAl SWALE SECTION
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Ground Cover Calculations:
Drive = 398 SF i
Public Walk = 250 sa
Private Walk = 41 sa
Hydroseedin9 =N/A SFi
Sod = 284 SH, entire )'Ird.
CAUTIONI
The home location _ '-eon has ntinaI tolerance for
pIe.cemenl error, therefor ft 10 rec:or"..."d.d that tha ~
heve the lOUldatlon DInned eIl..- the l~ 10 poII"ed to .......
that the ~ovemen" do not enaoac:h upon eeIbec:l< ..... or
_to.
Note: Bunder to ensure positive
drainage away from structure(s).
Note: Sump pump(s) to be
plwced by builder os needed.
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Assumed North
Scale : l' = 30'
Note:
The contractOl' is to maintain a minimum
distance of ten leet (10') between the
sanitary sewer and water line laterols.
Sidewalk to be placed
flush with property line,
5.5' from back of curb,
per plan.
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1i3'1'of''I}i31 16
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3UB' !o 15. 5 .~ 24.00' 30.4
2~.-4'
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WOODLEY STREET::;:
- (904.35)
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42.38'
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!o . 16.00 !o 24.00'
S.O' 906.3
125.00'
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(j) 42.38'
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FLOOD HAZARD STATEMENT
CERnFICA nON
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Note: (secondary areas -
Westeloy) Max. height: 35' on
lots 100' and larger (to eve line)
30' on less than 100' Max.
coverage: 50%
Finished Floor Elevation Information
TBM at face of curb=904.6
TBM at alley=906.0
SIR. , 132
TC=904.62
PER RECORD
ORA~NG
Proposed Grode at Swole=906.7, high side
Garage FFE at weotherlip=909.7-2.54=907.16
Residential FFE=906. 7+3.0=909. 7
80sement FFE=909. 7-1O.0=899. 7
DRIVEWAY SlOPE = 7.B%
Area of water top to be restored
to its' original condition prior
to construction.
Note: (primary areas - West clay)
Max. hei9ht: 30'
Build-up line: 2 stories
Max. coverage: 50%
Pod elevation shown is per plans
and is not the os-built
elevation.
Location of utilities on plat plan
are general locations per plan
and should be verified in the field.
The information for the elevation
difference between the primary
finished 1100( elevation to the
top of basement wall and to
the basement finished,! floor WQS
provided by the client.
Granular back fill suggested
under driveway at sanitary sewer
lateral trench, water line trench
and any other excavated areas.
(If situation occurs)
All service laterals
crossing at curb
ore stomped:
SA= Sanitary Sewer
SS= Subsurface Drain
w= Water
This drawing is not intended to be represented as a retrocement 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 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 #180081 0205 F for the City of
Carmel, Indiana dated February 19, 2003.
Area of water tap to be
back filled with granular
material to within lOQ of
top of curb.
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') pro~ded the
side and rear )'CIrds are increased on additional
one foot (1') lor each on. foot (1') the
structure exceeds the first twenty-five feet
(25') in height.
~GNA lURE :
OAlf;
~GNAlURE REPRESENTS CONRR~A]ON Of RECEIPT Of PlOT PlAN BY CUSTOlIER.