HomeMy WebLinkAbout07050272 Site Plan
~~
Schneider
The Schneider Corporation
8901 otis Avenue
Biatoric Fort. Harrison
IDdiallOpoliJ. """"'" 462l8-1037
317-626-7100
317-626-7200 FAX
This Plot Plan Prepared For: Arbor Homes
Lot # 34 . containing 15,178 S.F.:!:, in
The Trails at Hayden Run Sec. 1
INSTR. # 200500069468
Clay Twp, Hamilton County
See 20, T29N, R3E
14155 LANGHAM ORIVE
Westfield, IN 46074
Prepared Date: 05/18/07 : By: KAG
( 50'R/W)
Community Restrictions:
Side Yard =3' min.
Rear Yard = Nt A
Aggregote = 6 (B.H.)
ARBOR HOMES
Pad Grade = 920.6 per plan
Pad Grade + 1.0' = Garage m (921.6 )
Garage m + 0.5' = Residential m (922.1 )
Residential m - 10.0' = Basement m {912.1
Driveway Slape = 1.8%
Nate : The 9arage finished floor elevation
is 2.0' above the curb at the drive. per
plan.
GROUND COVER CALCULATIONS:
Drive = 1.665SH
Public Walk =318 SFf
Private Walk = 4 SFf
Seeding =3.64OSFf
Sad = 7,259 SFf ,
even with the rear of house.
--.--
FLOOD HAZARD STATEMENT
CERllFICA llON
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Note: I
This drawing is based on construction pions or record ~drowin9s,
and is not based upon 0 field survey. The Schneider Corporation
does not worront the accuracy or sufficiency of this Information.
Contractors should verify existing conditions prior to any
construction. MY discrepancy found on this drawing snould
be reported to The Schneider Corporation immediately; I failing
to do so results in the contractors assumption of all !Iabillty.
Plot Plan legend Note: I
I]QQ]] Proposed Grades The basement e1eYlltlon, depicted hereon, has been determlried and based
000.0 Existing Grades on the pad grades and/or contours token from the con~ctlon plans
_ 000.0-- Contour Grade for this subdMslon. Unless stated, no Infonnation about fluctuating water
* Approx. lateral location tables, sag conditions. or soli t)pes has been provided or stated on said
_ . _ Sanitary Sewer Unes plans. ThIs lot /s located near a body of water. lot or saD ',conditions
_" _ Storm Sewer Unes may require that the basement floor elevation be hefd 2 (~t abo~
_ 'J _ Water Service Unes normal pool elevation. Site Investigation may be needed 1f ,!ater is
_ _ _ _ _ _ _ S b-S rf Dol Unes encountered during the excavation process or If other known water
U u( ace. r n ) e1eYlltlon or sons conditions ore present. Investigation and any remedial
· Manhole Sanitary or Storm procedures is at the disaetion of the buDder to determine and toke
. Beehive Inlet (Storm) appropriate steps of actJon. If any ground water is encountered during
III Curb Inlet (Storm) excavation the buDder is encouraged to contact The Schneider
D End Section (Storm) Corporation to discusspossible-courses'of-oction. - I
.A. Fire Hydrant
_ 000 _ 000 - Flow Une of swale
~
SuneyIDg
lAn_pe .lrchl.......
GIS-IJS
Oeology
Nate: Sanitary Sewer
Tap of Casting Information
Upstream Manhole. TC= 920.05
Downstream Manhole. TC=920.46
per record drawing.
Note:
The contractor Is to maintain a
minimum distance of ten feet (10')
between the sanltry sewer and water
line laterals.
NOTE:
SUMP PUMP(S) TO BE PLACED
BY BUILDER AS NEEDED.
LOT # 34
VB # 07.0074023
DetaD of twical Storm
Water flow pattern for
individual lots.
~
~
=~=
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Assumed North
Scale : 1" = 30'
=W=
~
Note: BuDder to ensure
positive drainage away
from .tructure(.).
LV.,^,
VACATION FOR THE SruLTZ & ALMOND LEGAL DRAIN
EASEMENT DATED JANUARY 9TH. 2006.
J ~
14.5'
RE>1~ON #1
ADDEO BRICK TO GARAGE ENlRY
\!l07.oo74269
OS/21/07 - KAG
This drawing is not intended to be represented os 0 retracement or
original boundary survey, a route survey, or 0 Surveyor location Report.
Rood Hazard Statement: The ocwrocy of any flood hazard data shawn on this report
Is subject to map scale uncertainty and to any other uncertainty in locotioo or
elevation on the referenced flood ilsurance rate map. AU. of the within descnbed land
DOES NOT UE within thot special flood hazard zone A as said land plots by scale Ofl
flood ilsuronce rote map # lB057C0205f fll( City af Cormel. Indiana (map. dated
FebruQ()' 19. 2003).
~
115.00'
915.2
52.2' 17.5'
42.2' . .
-
I w 1 '" 70.33'
v; ~5! ;;:
~ 1 I ~ ~I!! 8
I- ;, 16i'!l
;:; > '5 'Ii
ci "'2 I!! I .
- ~ : I~ 33.00' It
m~" b
I.t~ 0
~!Q~ ~ 0
-' R O'l
~S! m '" 34.1,
ai ~ ill
- ,.;~
'" 8
~ !l!
~ w
v;
n--^ ..,
^ 38.33' ;:;
ci
- b
17.5' ~ N
~o I
'S' 211.3' 915.5
-a 33.33' C.A. #2 148.33' POND #1
..H. jllOO VAR D.U.&S.S.E. N.P. = 914.40
1<:-920." PER "ORA~NO & L.M.A.E.&P.I.E.E. 100YR = 917.64
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b
.:7 """.1 ~r$"i.
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T'f'PICAL SWALE SECTION
Note:
Per Carmel zoning ordinance 26.1.1 : The residential
district limits height to twenty-five feet (25'), hawever
o dwelling may be increased in height to thirty-five
feet (35') provided the side and rear ){Irds are Increased
an additional one foat (1') fll( each one foat (1') the
structure exceeds the first twenty-five feet (25') in
heighl