HomeMy WebLinkAbout06080086 Site Plan
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Schneider
The Schnelder Corporation
6901 QUa AVIlIl\le
w.t.rIc Fort _
IndW>4polia, Indiona <<.21'-1037
317-82'-7100
317-828-7200 FAX
BaoInoorioo
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LandIo4po .lrchlloot....
GIS .IJS
Geol"l1
I Plot Plan Legend
This Plot Plan Prepared Fer: R.H. of IndlOna []QQ]] Proposed Grades
Lot # 962 , containing 7,000 SJ.:!:, 'n 000.0 Existing Grades
Vllago of Wostcloy ___ 000.0- COlltour Grade
Soc&n # 6002 * Approx. Lateral LocatiOll
- . - Sanitary Sewer lines
INSTR. # 200500080673 -ar- Storm Sewer Unes
PC 3 SUDE 791 - ~ - Water Ser~ce Unes .
H I't Cou t - - - - - - - Sub-Surface Dram Lines
am on n :y. Ooy Twp . Manh~e (Sanitary or Storm)
See 19. 118N, R03E . 8eehive Inlet (Storm)
2495 Buckland Street (50'R ^'^ 1lIB. Curb Inlet (Storm) "
,,,, D End Section (Storm)
Carmel, IN 46074 ..... Fire HjOrant
Prepared Dote: 08/04/06: By. AMA - ... - ... - Flow Une of swale
P osed 811....18): INVENTORY 8uilding Un, (8L / 8SL)
rap 1fl4\ - - - - - ~ - Easement line
Community Restrictions:
Side Yard = 5' ~IN (ONE ~DE)
Rear Yard::;: N/A
Aggreg<1te = 20~ LOT '1110111, MIN.
Zoning = SI
Ground Cover Colculotjoos:
Drive = 1,049SFt
Pubiic Walk = 250 SF t
Private Walk = 39 SFt
HjOraseeding =N/A SFt
Sod =325 Srt, entire l"rd.
ORIII:WA Y SLOPE = 6,0~
5' ONE ~DE
Note: Sanitary Sewer
Top of Cosling Information
Upstream ~anh~e, TC= 903.58
Downstream Manhole. Te= 904.43
per pion.
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TYPICAL SWALf SECTION
Assumed North
Scale: 1- '" 30'
Note: The garage finished tloor eleV<ltiorl
is 2.4' above middle of pavemeot at the drive, per plan.
RH. of Indiana
Finished Floor Elevation Information
1B~ at face of curb=905.0
1B~ at aliey=904.0
Note: Per Carmel zoning ordinance 26.1.1 : The
r"~ential district limits height to twenty-fi", feet (25')'.:J
however a dwelling may be increased in height to
thirty-fi", feel (35') prolided the side and reor )Qrd, BUCKLAND
ore increased an additional one foot (1') for each one , ~ roM
foot (1') the structure exceeds the first twenty-five feet0 29.0 ELfV=905.0
(25') in heighl. B-B
Sidewalk to be placed
l' trom property line,
5.5' from back of curb,
per plan.
Proposed Grade at Swale=905.9 high side
Garage FFE at weatheriip=908.9-2.54=9D6.36
Residential FFE=905.9+3.0=908.9
Basement FFE = 908,9 - 10.0 = 898,9
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Note
~ Tne contractor is to maintain a minimum
~, l dIStO(jC~ of ten feet (10') between the
. \ -L-' samtury sewt:r and water line latel'ols.
I'his drawing is not Intend d to be replesenled os a retrocernent or
original boundary survey, 0 roule survey, or 0 Surveyor Location Report
All service laterals
crossing at curb
ore stamped:
SA= Sanitary Sewer
SS= Subsurface Drain
W= Water
Area of water tap to be
back filled with granular
material to within 10- of
Area 01 water top to be restored
to its' original condition prior
to construction.
FLOOO HAZARD STATEMENT
CERTIFICATION
PIE:RS~ A ~ '"
FRWMlSY i<i. .r;
'"
<!; RESIDENCE 0>
~ SCREEN
36.00' P CH
7.0' 7.0' -
13.58' a;iP
.",
5.00 ~OO' 0
0 0
,MAG[ '" 22.00 8. 0
l:R_CE .r; 10.00 ""
DOOR '"
I 0> N
,.. ~
~ THREE CAR a.
GARACE .
N 32.00'
p .
8
c~c.
DRIly[
. .,'
/
._-~---
12' LLEY ESMT
gO 17
Granular bock fiU suggested
under driveway at sanitary sewer
laleral trench, woter line trench
and any other excavated areas.
(U situation occurs)
Location of utilities on plot plan
are general locations per plan
and should be verified in the field.
Note: (secondary areas - Westday)
Max. height 35' on lots 100' and larger
(to eve line) 30' on less than 100'
Max. coverage: 50%
Note: (primary areas - Westdoy)
Max. height: 30'
Build-up line: 2 stories
Mox. coverage: 501.
Pod elevatioo shown is per plans
and is not the os-built elevation.
The information for the elevation
difterence between the primary finished
floor elevation to the top of basement
Vlail and to the basement finished Iloor
was provided by the client.
Note:
This drawing is based on construction plans or record
drawings, and is not based upon a field survey. The
Schneider Corporatioo 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 10
The Schneider Corporation immediately; foiling to do so
results in the controctors assumption of 011 liability.
Note:
The bosement elevation, depicted hereon, has been determined
and based upon the pod grades and/or contours token from
the construction plans for this subdiV'ision. Unless stated, no
information about ftuctuating water tables, soU conditions, Of
soil t)pes hos been provided or stated an said pions. It Is
recommended that the basement flllished floor eleV<ltiOlls be
at least two feet (2') above the normal pool eleV<ltion of any
adjoining bodies of water, unless a study of focts reveals
otherwise. If during the excavation process any ground water
is witnessed, The Schneider Corporation should be notified
immediately. The basement elevutiOll should be raised two' feet
(2') above the g(Qund water, and additional cOllstruction
techniques should be incorporated to aUe'fiote future problems.
Detail of Q-ound/ Storm
Water flow pattern fO(
individual lots
Note: Sump pump(s) to be
placed by builder os needed.
Vb06,0059139
Lot # 962
I \ I I
1/01
1/1 \ I
I 1
Note: Builder to ensure positivll
drainage away from structure(s).
4~
STREET
RCti aJRB
~
40
Flood Hazard Statement: The accuracy of <my lJood hazard Llata :;>hown on Ihis report i:;> :;>ulJjecl 10
map scale uncertainty ancJ to any other uncerlainty in location or elevalion onlhe rcf8renced fjoocl
insurance rate map. ALL of the within described land DOES NOT lie within thaI special flood hazard
zone AE as said land plols by scal8 011 flood insurance rate map #180081 0205 F for 1118 City of
Cannel Indiana dated February 19 2003
SGHA TURE :
N(C REI'ISON 1
ADDED BASE~ENT FIE
8-10-06 SKN
OATI':
~GHA TURE REPRESENTS CONRR~A nON OF RECEIPT OF PLOT PLAN BY CUSIQljER.