HomeMy WebLinkAbout06080024 Site Plan
III.
~~
Schneider
The Scluae1der CorparaUon
8901 ou. ive.nuc
IIiItoricYort_
1ndlADopolio, 1ndW>a <6210-1037
311-826-7loo
317-626-7200 '41
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SurT'lina
Landlo4pt irohil4otun
GJ8.1JS
c..wc
I Pial Plan leqend
This Plot Pion Prepared for: R.H.' of indiana [])li[[J Proposed Grades
Lot # 960 , containing 7,000 S.F.:!:, 'n 000.0 Existing Grades
Village of Westclay _ 000.0- Conlour Grode
Section I 6002 * App~o,. lolerol locolion
- . - Sanltary Sewer Unes
INSTR. I 200500080673 -" _ Storm Sewer Unes
PC 3 SUDE 791 - w - Water Service l~es
H n't Cou t Cl T - - - - - - - Sub-Surface Drain l~es
om on n IY, ay wP . ~onhole (Sanitary or Storm)
Sec 19, ll8N, ROJE . Beehive Inlet (Storm)
2529 Buckland Street (50' R/W) II1II Curb Inlel (Stonm)
C I IN 46074 D End Secli.., (Storm)
orrne I ..... Fire H~ront
Prepared Dote: 07/24/06: By: AMA - '" - '" - Flow line of swale
Proposed Bu'-'s): INVENTORY Buid~g Un, (Bl /8Sl)
F4\ - - - - - - - Easement lUle
Community Restrictioos;
Side YOfd = 5' ~IN (ONE SDE)
Rear Yard"" N/A
Aggregate.. 20% LOT 'MOTH, l.lIN.
Zoning = 51
Ground Cover Calculations:
Drive .::: 926 Sfi
Public Walk = 25D SH
Privole Walk = 56 SFi
Hydroseeding =N/A SFi
Sod = 326 SYi, enlire yard.
5' ONE SDE
Note: Sanitary Sewer
Top of Costing Inf(l(matioo
Upstream Manhole, TC= 904.43
Downstream lJanhole, Te= 902.76
per pion.
Vb06.0058614
Lot # 960
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~
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Detail of Ground/ Storm
Water fto.. pattern lor
individual lots.
R.H. of Indiana
Finished Floor ElevatiOll Information
TBM at foce of curb=905.6
m~ 01 alley=903.6
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Proposed Grode at Swole=906.3, high side
Garage FFE at weolherlip=909.3-2.54=906.76
Residential FFE=906.3+3.D=909.3.
Assumed North
Scale: 1" "" .30'
Nole; Bu~der to ensure
positi'ie drainage (]way
All service laterals ~~ from slructure(s).
crossing at curb . ~ Ol'<
ore stomped: . .
SA= Sanitary Sewer ... ~
55= Subsurface Drain TYPICAl SWALE SECTION
w= Water
Sidewalk to be placed
flush lIIith property line,
5.5' hom bock of curb,
per plan.
Area of waler tap to be
tJac~ filled with granular
material to within lOR of
Area 01 woter lap to be restored
to its' original condition prior
to construction.
Granular bock fill suggested
under driveway ot sanitary sewer
lateral hench, water line trench
and any other excavated oreas.
(If situation occurs)
Location at utilities on plot plan
art: general locations per phm
and should be verified in the field.
Note: (secondary areas - Westday)
Max. height: 35 on lots 100' and larger
(to eve line) 3D' on less than 100'
Max. coverage: 50%
Note: (primary areas - Westday)
~a'. height: 30'
Build-up line: 2 stories
Max. coverage: 50%
Pod elevation shown is per pions
and is not the os-built elevotion.
The information tor the elevation
difference between the primary finished
floor elevation to the top of basement
wall and to the basement finished floor
was provided by the client.
Note: Per Carmel zaning O(dinance 26.1.1 : The
residential district limits height to twenty-five feet (25'),
howe~ef a dwelling may be increased in height to
thirty-lI.e feel (35') pro....ided the sIde and lear )'llrds
are increased on additional ane foot (1') 10( each aile
foot (I') the structure exceeds the first twenty-fi....e feel
(25') in height.
~
Nate:
This drawing is based on constructioo plans or record
drawings, and is not based upon a ficld survey. The
Schneider Corporation daes not warrOllt 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 conlractars assumption of 011 liability.
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. UnleSl3 slated, no
infO(malion about fluctuoting water tables, soil condilioos, or
soG twes has been provided or stated on said plans. II /s
recommended that the basement rll1ished nOQ( ele't'atioos be
at least two leet (2') abo....e the normal pool elevatioo at any
adjoining bodies of water, unless a study of foels reveals
otherwise. If during the eXCO'l'Otion prO:,Cess any ground water
Is witnessed, The Schneider Corporatial should be notlfled
immediately. The basement ele'l'Otion should be raised two feet
(2') abo....e the ground water, ond additional construelion
techniques should be incorporated to alleviate future problems.
Note: Sump pump(s) to be
PlacedbY7ded ~I f
~l,BUCKLAND ~T~
~-B mu
!2l1J ROll CURB EIEV=905.6
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RESIDENCE ~
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8. GARAGE ,..
. S. lHREl
32.00' GA
3M
CONe
ORIIE
36.6'
UUfj'L.SML _ _f1EV=-901L _ _ _ _
lhis drawing is not intended 10 be represented os a retrocemenl or
original boundary survey, u route survey, or 0 Surveyor Location Report.
FLOOD HAZARD STATEMENT
CERTIFICA nON
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PLEASE NOTE THAT THE STRAIGHT UNE SLOPE
OF TIlE DRIVEWAY FROM THE GARAGE FINISHED Fl.OOR
[lEVA nON TO THE TOP OF THE CUR8 AT TIlE CENTER
OF THE DRIVEWAY EXCEEDS 5~ AS PROPOSED. THiS SLOPE
is 8ASED ON THE REQUiRED ~iNIMUM GARAGE FINISHED
Fl.OOR [lEVA nON AND TIlE EXISnNG TOP OF CURB [l[VA ]ON.
DA1L
SCNATURE REPRESENTS CONFlRUAnON OF RECEIPT OF PLOT PlAN BY CUST(),JER.
Note:
The contractor is to maintain a minimum
distance of len feet (10') between the
sonitary sewer and water line lottlfals.
Flood Hazard Statement: TIle accuracy of any flood hazard data shown on this report is subject to
Illap scale uncerl<.linty and to any olller uncertainly in location or elevation on ttle referenced flood
insurance rate map. ALL 011116 within described land DOES NOT lie within thaI special flood hazard
zone AE as said land plols by scale OJl flood insurance rate map #"1800810205 F tor the City of
Carmel, Indiana dated Februdry 19,2003.
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