HomeMy WebLinkAbout07120090 Site PlanThe 9chndder Corpsvattaa
am Otis AMM
Historic Port Harrill
lndleelepoHa, hull, 46216-1037
317-626-7100
317-826-7200 FAX
Plot Plan Prepared for R.H. of INDIANA
Lot / 171, containing 7,700 S.F.i, in
Stanford Park - Sec. 2A
Instrument 1200600014565
P.C. /4, Slide /42
\? 30, 718, Pty County
X 829 SUNN LANE (50 R/N)
IN 4607 46074
Prepared Date 12-13-07 : By, SKN
Proposed Buyer(e}. INVENTORY
Community Restrictions:
Side Yorc =3•
Rear Yard = N/A
Aggregate = > (9H)
R.H. of Indiana
Finished Flow Elevation Information
Pad Grade = 916.3 per plan
Pad Grade + 0.7' = Garage FFE (919.0)
Garage FFE + 1.5 = Residential FFE (920.5)
Residential FFE - 9.0' ='Basement FFE (911.5 )
Ground Ccver Col.tJotions:
Drive =513 SF+
Public Walk =194 SF}
Private Walk =73 Sr_
Hydroseeding =3,244 SF=
Sod =231 SY_ , from
Rear of residence.
Optional Sod Package
Hydroseeding =1,37„ SF_
Addl. Sod Pkg.=208 SYf,
Reor easement.
Note: The garage finish
Hoer elevation is 1.9'
above the curb at the
drive per plan.
Sidewalk to be placed
V from property line,
4' rum back of curb
per plan.
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MODUTO
LANE (K M
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W
` 30.0'
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IIA3111Y NOTE
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-ri This drawing is based an :Pn?stauction plans w recand dro llge, me is
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Surveying wamant the accuracy or sufficiency of this etfaverlatil central
Imdeenpe Architeatare should wife sousing wWftions prig to my construction. Any
Gig n 1B discrepancy $bone m this erasing should be knmedktdy reported to
ine.il The sftelew CarporbtiwL ral to do so it resat in the
call assumption of ad liability.
Plot Plan Legend
FQ-DO-01 Proposed Grades
Do0.0 Existing Grades
.?Doo.O- Contour Grade
* Approx. Lateral Location
- a - Sanitary Sewer Lines
a - Storm Sewer Lines
- v - Water Service Lines
- - - - Sub-Surface Drain Lines
® Manhole (Sanitary or Storm)
® Beehive Inlet (Storm)
® Curb Inlet (Storm)
D End Section (Storrs)
Fire Hydrant
- < e . - , - Flow Line of swole
Note: Sanitary Sewer
Top of Casting Information
Upstream Manhole, TC=918.90
Downstream Monhole, TC=917.56
per record drawing
Lot # 171
VB07.0083974
Street access ramps to be
Installed in accordance with
municipality requirements.
BASEMENT NGTE
The bnemenl elevation, depicted hereon, has been determined and
based an the pad grades and/or cantors taken born the construction
plans for this subdeision. UNess slated, no lateral about
duduotng sate, tables, nb candlbrs, w sell tyres has been provided
a staled an send plans This lot is located new o body of wta. Lot
or men conditions may reguhe that the basement flow ekvatlbn be hail
two feet (2'-0') above normal pod elevation. Site investigation may be
needed if water is encouderea §:rng ins enevation process or if other
room cter devotion or sods canditews are present. In,esligal and
any rrneciid procedures are at the discretion of the budder to
determine and take oooropriate steps of action. If my grand water is
encountered airing the activation tie bolder u encouraged to contact
The Schneider corporation to discuss Possible cocrses of action.
SLMP PUMP NOTE Note Bolder to ms:re LATERAL SEPERARON Nom,
Sump pump(s) to be positive dranage away Contractor to maintain a
placed by saloon as hxn strictul mi,lnm aistmce of ten feet
needed (10'-O') between water anal
CITY OF CARMEL NOTE saritmy Intend.
In the residential districts limiting height to twenty-five
(25) feet, a dwelling may be increased in height to
thirty-five (35), provided the side and reor yards are
increased an additional foot for each foot such structure
exceeds twenty-five (25) in height. (Per Carmel Zoning
Ordinance 2619 '?i4PF :.1 s.n?
TYPICAL SCALE SECTION
it
0 10 r20 30
SCALE 1' = 30•
Sff
MH r 737 a/
TG 918.90
PER RCD DWG
N Q. I N
sl- I°
u na.v - 'l-n 59.6'
ZGG• ?? 31.3J' i
1 !LJI
I
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F9-17 _B of
in
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Its
1.4
N
917.7 _
I 5.5 140.00 I 91 .9
m a s 4z m I
Vs j Li. W 'v+Y
38
iC=917.56 a'
PER RCD.DWG
STATE OF
o; No.
S0303
SMATURE : OAT:
SMATURE REPRESENTS DONfWkl OF RECEIPT OF PLOT PLAN 8Y CUSTlOWER.
I canbly that the plan shown ,rem was preoamd Iva the benefit of the parties indicted herein and lour the purpose of obtaining o residential CarAn,ctim
permit only. It is my upnim that it the proposed fiumed groan are :cnincted oe sown. the surface dramge an the strbecl lot won be st lcaory for
raiden9al crostructkn. Thus plan was cwnPE,d base on cowmehts prepared by all and the Schneider corporation assumes no Ilebi;ty for the accord-,
completeness an acceptance of -hone documents. This droving Is not mended to be represented as a refrocement a original Samdary surwy a tools survey,
or a surveyor location report.
FLOOD HAZARD STATEMENT The ecmmry of any flood nazxd data swam an tiffs plot Alan is subject to inn; scale mcerterty and to any other
uncertainty in location or elewtim an the relerwcd flood insurance rate map (RRM). ALL of the wail deserted land DOES NOT ?E vithn Cat special
flood "acrd area core 'AE. as said land plea by scale an Cwranunity Mop Panel f16a57C 02a?r of the load insurance role mop (nay) for Hametm
Caul Irnd:m_, Dated February 15, 2001.
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