HomeMy WebLinkAbout08020023 Site Plan
the seheeidn corpomboo
am OW Avanee
llieteic Fort Herrisoo
Ndlenepolr builliffina "21Ie-la9'r
317-87111-7100
317-12111-Mill VAX
This Plot Plop Prf?pored For NA Htxm
M # 19, containing12,738 S.F.f, in
swum #
Instrument p0060000mm
P.C1 3w we 560
Clay Towrte* HdMflton Campy
SEC 20. TIM. 803E
14357 Heuthef Knoll Parkway ( 70' ft/NI)
Westfield, IN 46074
Prepored Dote: 01/28/08 - By AMH
Community Restrictions:
side Yard = 3' min.
Aggregate = 6' B,H.
Zoning - S1
Note:
bdineartaill BM-Yiw This drawing is based an construction plans or retard drawings.
€andeaye knbttecti" and is not based upon a field survey. The Schneider Corporation
aD • 1B does not warrant the accuracy or sufficiency of this inforrno6m.
00*0 Contractors should verify existing conditions prior to any
construction. Any discrepancy found on this drawing should be
reported to The Schneider Corporation immedately; falling to do
so results in the contractors assumption of oA liabilily.
Plot Plan Legend Not=
T
Proposed Crudes he boeennent efevotion, dgktW hereon, has been delermined
aed bored an the pad grader and/or contours laken from the
000.0 Existing Grades eanstirud on pans for this subdrvrrion. Unless slated, no
XO.Of Contour Grode nlormotian about flueluatinq wrier tables, sot gandtions, or sat
# Approx. Lateral Location I%" has ben provided or stated an sold plans. We lot is
i Sanitary Sew Lines locoled new a body of wpler. +_4t ar sot eonditianS May require
tR Storm Sewer Lines that the basement boar ddsvvelion be held 2 foot above ncrmd
v Water Service Lines pod deevlion $lie ilwvgo g*w may be needed if rater is
- - ' - Serb-Surfoce Drain Lines w=wlered during the esraiotion process or it other lumen
•
i Manhole (Sanitary or Storm) lets' elevation or sots oondflans are prowl. inwetkp9on and
Beehive Inlet (Storm) any renediol procedures is at the discretion of the binder to
Curb Inlet (Storrs) delannne old lake appropriate stge of ottbL If any Wmr d
p
D End Section Storm
( ) water is econntered during eeeavetion the builder is anwrroged
- - o o Fire Hydrant
- Flow Line of swde to contact The Schneider Capaation to dsom pamb+e cows"
of actin.
Building Line (BL / B5L) NOTE:
- - - - - - - Easement Line SUMP PUMP(S) TO BE PLACED
5TR. 4 712
TC=9 8.24
PER RECORD
Df2,1MNG
BY BUILDER AS NEEDED.
Mil NOMES
Pad &ode = 920.2 per plan
Pad Grade t 0.2' = Goroge FFE (920.4 )
Garoge FFE t 05 = Residential FFE (9201
)
Residentid FFE - 9.0 ' = Basement FFE (911.9 )
Driveway Slope = 1.6%
NOTE: GARAGE F.F.E. IS PROPOSED TO BE
0.7' A80YE CURB AT DRIVEWAY T.B,M.
Note Sanitary Sewer
Tap of Costing Information
Upstream Manhote, TC=916-24 e
Downstream Uanhole, TC=919.76
per record dreg.
Note: The contractor is to maintain a
minimum distance of ten feet (16)
between the sanitary sewer and water
Gne laterals.
GROUND COYER CALCULATIONS.
Nye ? 974 Y± I
Public Walk =1,130 SFt
Private WA = N/A SFir
Seeding =7,028 SFt
Sad =476 SYt, I
from front of residence
Note. Builder to
ensure positive
drainage away
from structure(s).
RAMP
M
51RPER, 71
S R9.761
ECORD
9
pRArNG
This drawing is not inte ed to a represented as a retrocement or
original boundary survey, a route survey, or o Surveyor Location Report-
nood Hazard Statement: The accuracy of any Rood hozord data shown an
this plat plan is subject to map scale uncertointy and to any other
uncertainty in location or elevation an the referenced flood insurance rate
mop (FlRMk ALL of the within described land DOES NOT LIE within that
special flood hazard zone W, as said lad plots by scale on Community
Map Panel j 18OW0001C of the flood insurance rate maps (FIRM) for
Hamlkon County, Indiana, Dated May 19, 1961.
95.00'
15' E11-
51.5,
LLJ
J
Lif
Q
V
Vj -I 19.
o I?S?i
MI f ??CC
47.67'
BROOERICK A a
FRkledrS?' ;,,? o
I2 RESIMNIM t351N1 r"?, ?1 Uri 11.3"
TitU CAR
GARAGE
30.0'
8-B
tl 25' B.L. 20' D.U.&f. GOHC
aj DRIVE
Cu 74.90
? Ifi' 1
5' WALK I I
14.0'
B-9
HEATHER KNOLL PARKWAY
J?,?L?QO/T # 19
VIU?A.VW 5
TYPICAL SWALE SEC
NOTE: IN THE RESIDENTIAL DI!
HEIGHT TO TWENTY-FIVE (25)
a o MAY BE INCREASED IN HEIGHT
FEET PROIADED THE SIDE AND
0 INCREASED AN ADDITIONAL FO
Assumed North SUCH STRUCTURE EXCUDS TV
Scale : 1' = 30' IN HEIGHT. PER CARMEL ZCNIIF
CIS LIMITING
ET, A DWELLING
0 THIRTY-FIVE (35)
EAR YARDS ARE
FOR EACH F007
ITY-FIVE (25) FEET
ORDINANCE 26.1.1.
FLOOD HAZARD STATEMENT
CERTIFICATION