HomeMy WebLinkAbout07110018 Site Planr Note:
The 3choafdef corparetd® k9whering This drawing In based on construction plans or record drawings,
8901 ODE Anne sur'e51ae and is not based upon a field survey. The Schneider Corporation
loins pert Hanism Ieadtcepe keditedum does not warrant the accuracy or sufficiency of this Information.
ndi,,p r_. mdleae 46218-1097 0 - US
7100 Geolo
Contractors should verify existing candl•Jons prior to any
317-626-
• _ ?
317-82(1 FAR
1
P
7 p construction. Any discrepancy found on this drawing should
be reported to The Schneider Corporation immediately, falling
??
9
M to do so results in the contractors assumption of all liability.
Plat Plan Legend
This Plot Plan Prepared For. Arbor Homes ® Proposed Grades
Note:
Lot 47 , containing 12,599 S.F.f, in 0 Existing Grades
000 The basernent elevation, depicted hereon, has been determined and
The Trails at Hayden Run Sec. 1 .
-oao.o? Contour Grade b0.ned on the pad grades mid/a contours taken from the construction
INSTR.It r 200500069466 * Approx Lateral Location plans far this subdivfslon. Unless stated, no information about
fluctucting water tables, sal conditlms, or sou types Iles been
Clay Twp Hamilton County i Sanitary Sewer Uses
a Storm Sewer Lines provided or stated an said plans. This lot Is located near a body of
t P
Sec 20, T29N, R3E
_v - Water Service Lines oor
water. Lot a sag conditions may reWre thct the bcsanen
elewtion be hold 2 foot above normal pool elevation. Site Mvestlgatlm
'R
14252 Longhorn Drive 50/W) - - - - - - - Sub-Surface Drain tines may be needed if water Is encountered during the excavation process
1 Manhole (Sanitary or Storm) or if other known water elevation or was conditions are presort.
Westfield, IN 46074 ® Beehive Inlet (Storm) Investigation and my remedial procedures. is at the discretion of the
Prepared Dote: 10/29/07: By. AMA ® Curb Inlet (Storm) builder to determine and take appropriate steps of colon. If my
D End Section (Storm) ground wets, is enca:ntered during a vction the bulder Is
Community Restrictions .014 Fire Hydrant encouraged to contact The Schneider Corporation to discuss possible
Side Yard =3' min. - • • _ - • ^ • - Flow Line of swale eonses of action.
Rear Yard = N/A D
Aggregate = 6 (&H
) LOT # 47 - NOTE:
M}1
EDg
.
l l
VB # 07
0082063 ,E
SUMP PUMP(S) TO BE PLACED TF-920.59 i
BY BUILDER AS NEEDED
. . PER READ
'f
1l DRAWING
l
4m=
I '
Assumed North
1' = 30'
S
l
ca
e :
I I
919.8 I
9207-? 1 919.8
4. I
? e.
C
?< I 4 $ W t61 I I
I yi 291 i LJJ r 26.0'
1
l 1.87 39.3 I i J6.0'
w
•7d c l L < ? a
Vi va ?? g col I
an.;q 66.7' 1.6 cg I 919.6
O
V
a
'6' g yy
T Igrn Q I ?e9
N
?
Q? C] a
I
> i.
as
?
I
O
I
G
L, 2..
8. ? U' 8 2 I I
O
w O' Y] r I
200 m
7
00
I 5.0 Z
=Mi
1
67.r .
200
lei M ° I PER PLAN Q ; m I
m _ I C I J I
I
~ N
I
L it
34.33- N 1 I
15, D
U
&S E -
^
I
11
.
.
TC=919.00 S r
16.0' Q i 30.0' i C) o
B-B
PrJt PLAN ?
?- aS 919.9 I I
l
919.3 l I
919.0 140.00
16.0' 17.7'
q
15 D.U.kS.E 180I
--------- L I ? ? ? ? ? l w
-
1
1
'
34.33' I m l `? ?
n ' n I
ARBOR HOMES
Pod Grade = 920.7 per plan Note: Sanitary Sewer
Pad Grade + 1.0' = Garage FFE (921.7) Top of Casting Information
FLOOD HAZARD STATEMENT Garage FFE + 0.5' = Residential FFE (922.2) Upstream Manhole, TG-- 920.59
CERTIFICATION Residential FIFE - 9.0' = Basement FIFE (913.2 ) Downstream Manhole, TC=920.05
M.H.?oe
Driveway Slope = 5.9% per record drawing
TG920.D5
??\\p0??111111' Illlllll^ ?//
L
40
..... ?
//l/
M.F.P.G.=920.0 PER RECORD
WING
Note: DRAWING
contractor is to maintain a
The
"
moo
?
G R"••.
?
F
? Note : The era a finished floor elevation
9 9 minimum distance of ten feet (10')
•
?•?E
O ••..
?p?
o is 2.3' above the curb at the drive, per between the sanitry sewer and water
--- - - - - plan. line laterals.
S0303
F •?
•' GROUND COVER CALCULATIONS: Note: Builder to ensure
STATE O
•
l Drive = 925 SFt positive drainage away
Q?\p
,?•'wrv DI AN P;
...
y
..... Public Walk =369 SF± from structure(s).
o
SU
\\
/ Private Walk =77 SFf
//////4/II/IIIIIIIIIIWII\\\\\\\ Seeding = 6,511 SFt
Sod =2,916 SFt , 4 r
v s
even with the rear of house. A
l D ICAL SWALE SECTION
' N/C REVISION 1
CORRECTED TO FULL
BRICK FRONT
This drawing is not intended to be represented as c retrocement or 10-30-07 SKN
9 Note:
Per Carted zoning ordinance 26.1.1 : The residential
original boundary survey, a route survey, or a Surveyor Location Report. district limits height to twenty-five feet (25'), however
a dwelling may be increased In height to thirty-five
Flood Hazard Statement The accuracy of any flood hazard data shaven an this report feet (357 provided the side and rear yards are increased
Is subject to map seals uncertainly and to any other uncertainly in locetlan or an additional one foot (1) fa each one foot (1') the
elevation on the referenced flood insurance rate map. All of the within described land structure exceeds the lust twenty-five. feet (25')' in
DOES NOT UE within that special flood hazard zone A as sold land plots by scale on
height
flood Insurance rate map 118057CO2D5F for City of Carmel, Indiana (maps dated
February 19, 2003).