HomeMy WebLinkAbout06060153 Site Plan
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Schneider
TIle !lcIme!dor CorporaU..
800l 0IlI !......
BiItoric Port BanUon
h"ll.iI.p"'"~J Ind1ana 40218-1037
311-628-7100
311-828-1200 Fll
This Plot Plan Prepared For: Arbor Homes
Lot # 55 ,containing 15,753 S.F.:!:, in
The Trails at Hoyden Run Sec. 1
INSTR. # 200500069468
Cloy Twp, Hamilton County
See 20, T29N, R3E
14280 BARLOW ORIVE
Westfield, IN 46074
Prepared Dote: 06/02/06: By: KAG
(50'R/W)
Community R..trlctlon~
s~. Yard -3' min.
R.ar Yard . N/A
Ag9'''lat. - 6 (B.H.)'
Arbor Homes
Flnlsh.d Floor E1.vetlan information
Pad Grad. - 921.2 per plan
Pad Grad. + to' - Gara9' FFE (922.2)
Gara9' FFE + 0.5' . Residential FFE (922.7)
Residential FFE - 10.0' . Basement FFE (912.7)
Nate: The garage finished ficar ~evetlan
Is 1.3' aba... the curb at the drI..., per
plan.
GROUND COVUl CALCULA 110NS:
Dri... .',003SF:I:
Public Waik .322 SF:I:
Privet. Walk. 79 SF:I:
Seeding . B,834SF:I:
Sod. 3851 SF:I: ,
even with the rear of house.
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40' D. .&S.E
J8
JI~u. UU
J8
15' D.U.&S.E
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7.00'
to
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Plat Plan legend
[QQQ]J Proposed Grad..
000.0 Existing Grad..
-000.0-- Contour Grode
* Approx. Lateral Location
-', - Sanitary Sewer Unes
-... - Storm Sewer Unas
- 'W - Water Service Unes
- - - - - - - Sub-Surface Drain Unes
. Uanh~e (Sanitary ar Storm)
. Beehl.... Inlet (Stanm)
l1li Curb Inl.t (Storm)
D End Section (Stanm)
.... FIre Hydrant
- " . 0 - " . " - Flow Une of ,wale
Note:
This drawing is based on COflStruCtion pions or record drawings,
and Is not based UpOfl a field survey. The Schneid!!' Corporation
does not warrant the accuracy or sufficiency of this Information.
Contractors should verify existing conditions prior to ony
construction. My disaepancy found on thfs drawing should
be reported to The Schneider Corporation Immedlotely; failing
to do so results In the contractors assumption of all liability.
LOT # 55
VB # 06.0055541
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Detail of t)plcol Storm
Water flow pottern for
Indlvlduollots.
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Assumed North
Scole : 1- ;:;: 30'
Note: ~ __
Sunder to ensure positive drainage
away from structure{s).
Note: Sanitary Sewer Note:
Top of Costing Information The basement elevation, depicted hereon, has been determined and
Upstream Manhai., TC-920.84 based upon the pad grades and/or cantours taken from the
Downstream Manhole, TC=920.55 construction plans for this subdivision. Unless stated, no Information
per record drawing. about fluctuating water tables, soil conditions, or soil twes has been
Note: provided or stated on said plans. It Is recommended that the basement
The contractor Is to maintain 0 finished floor elevations be at least two feet (2') above the normal pool
minimum distance of ten reet (10') ~.vetian of any adjoining bodies of .ater, uniess a study of facts
betweeo the sanltry sewer and water reveals otherwise. If during the excavotion process any ground water is
Une laterals. witnessed, The Schneider Corporation should be notified immediately. The
NOTE: basement eievetlan should b. raised t.o feet (2') above the graund
SUMP PUUP(S) TO BE PLACED .ater. and additional construction techniques should be incorporated to
BY BUILDER AS NEEDED. alle~ate future problems.
92 .2
163.37
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130.3'423' i?? 10
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FLOOD HAZARD STATEMENT
CER11F1CA TlON
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, ( 50303 "'j ,
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% ..... STATE OF ..... ii
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Flood Hazard Statement The _racy of CIly fiood hazard data shawn on this report Is IUbject to Jp - ~ I
scaI. uncertainty trld to any other uncertainty In locatIon or el.yatlon on the referenced flood Insurance
rat. map. All of the within described ICIld 000i NOT UE .Ith~ that epeclal fiood haz<>d lone A os said
land plats by sed. on flood illurance rat. map , 16057C0205F far City of Conmel. Indiana (maps dated
febNcry 19, 2003).
C.A. #3
VAR D.E.&:S. .E.
&: LM.A.E.&:P.I.E.E.
POND #2
N.P. = 915.86
100YR = 917.78
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M.H.#811 1
TC=920.55
PER RECOR
ORA\\1NG
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T'r'PICAL SWALE SECTlON
Note:
Per Carmel zoning ordinance 26.1.1 ; The residential
district limits height to t.enty-five feet (25'). ha.ever
a d.e1llng may b. Increaeed In height to thlrty-fi....
feet (351 provided the sIde and rear )(lrds ore fnaeosed
an additional ane foot (1') far each one foot (1') the
structure exceeds the first t.enty-fi.... feet (25') In
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