HomeMy WebLinkAbout07100179 Site Plan N*
The 3ehaeidvT.oryoroUoo
so OIL Aemae &ailoectry
9a"Ma This drawing is based on construction plans or record drawings
Historic Port Nvrlson landempe A,chltseaae and is not based upon a field survey. The Schneider Corporation
hdimpolb, bilkne 48MO-1037 G® • 1J9 does not warrant the accuracy or sufficiency of this information.
917-05-7100 Oedoor Contractors should verify existing conditions prior to any
• 917-826-7100 FAX construction. Any discrepancy found on this drawing should be
reported to The Schneider Corporation immediately, fading to do
This Plot Plan Prepared For. MA Hanes so result Note the contractors assumption of all liability.
Lot # 23, contain ingl 0, 886 S.F.t, in Plot Plan Legend The bosenmt elevation' depicted hereon' has hew, detemirmd mr
Heather Knoll hosed on the pod Bodes antler m Ours tatm from the
'
Proposed Grades construction plans for the emd
rdsion. Undm slow. no
A
Seetlal d 1 000.0 Existing Grades information about fluctuating rater tabk% sat canditkns, a sal
IIIStIUllieflt ?5 D00.0- Contour Grade types hm bean provided or stated an sold pions this lot is
i
f
ou
iti
P.C. 3, slde wo rater. Lot or s
cuk
ms may requ
e
* Approx. Lateral LocoW located near o body o
that the basement floc elerotkin be held 2'fact above normal
e - Sanitary Sewer lines
Clay Township, Hamilton Comity
-eT- Slam Sewer Lines pool elevation. Site iwetigatin may be needed N rater is
SEC 2Q T18N R03E
- v - Water Service Lines
dump the acawton proose a N other mown rata
encountered
devotion a soils renditions are present. Imetigatim end my
CLAIR LANE
14317 SAINT 50' R/W)
/ °1 of the butch 10
• Manhole aim l ortm renMd pmeduree b at the aw
(Sanitary or )
If
ti
M
IN 46074
Westfield
to Beehive Inlet (Storm) 9r
es
delmnne and.ta.take.gynpriale.stegs-c Coc
on.
my qa
eater is encountered during arcoatim the buider is encaaoged
,
:
Prepared Date:10/16/07
By KAG ® Curti Inlet (Storm)
D End Section (Storm) to contoct the Schneider Corporation to discuss Possble =1`3115
Of oclioa
Fire Hydrant
A. LOT 23
Community Restrictions:
3'
. min
Side
=
Yard -
c
-Flow Line of Swale ?/p/? ?p??v{C
01MV N
udding Lie (BL / BSL) NOTE: l W7
6' B.H
.
A
ate
=
9gfe9 - - - - - Easement .
SUMP PUMP(S) TO BE PLACED
Zoning - Sl BY BUILDER AS NEEDED.
M/1 HOMES Note: Sanitary Sewer Note: Budder to ensure positive
Pad Grade = 920.4 per plan
' Top of Casting Inlormal'an drainage away from structure(s).
= Garage FFE
Pad Grade + 0.2 (920.6) Upstream Manhole, TC=920.01
Garage FFE + 0.5' = Residential ARE (921.1 ) Downstream Manhole, TC=918.53
Residential FFE - 9.0 = Basement FFE (912.1 ) per retard drwg. REVISION .'f.1
Driveway Slope = 2.0% Note: The contractor is to maintain a REVISED PER _
PLANS RECEIVED
minimum distance of Ion feet (to') VIA EMAIL
between the sonitay sera and water Vb07.0081846 Assumed North
line laterals. 10-23-07 AMA Scale : 1' = 30'
IC-9111M
PER REDO a
REVISION t,2
DRAWING REVISED
2 DIMENSIONS
I ' 10-29-07 AMA
v I 30.0 I I 1 00
1101#715 ? I B-B I I
LJX
?9R UIO ! A = 1 919.5 919.8 128.03 916.
DRAWING 77 m a s2
? 1
11.7 e v
I
. l
? Fr
U x
mx
c
. l .
37.5
i
GROUND COYER CALCULATIONS: ,
22.79
fiT
< I
Drive = 937 SF::
Pudic Walk =364 SF3 819.19 m I
o
a,
p
o
Private Walk =N/A SF3
i W .,m„ 4 o m N?Z;
ng =4,945 SFi
Seed
to I
Sod =305 SYt,
from front of residence. Q N j 2G0 74 Z € 6. p
?! I C)
w q
N
l
? I
? g
OTE: GARAGE F.F.E. IS
' ? tY •
2 ?
ABOVE
PROPOSED TO BE 1.1 A Q I " I1?
CURB AT DRIVEWAY T.B.M.
t J16
i o
I ?
I
^
R m
'
I
Q I
Z 5271
_ J y
b
lr 9
5 1
1 Q I 15' R.D.E =
. 150' 17.0 ng
1 I
FLOOD HAZARD STATEMENT _
920.
920.
12 915.5
128
CERTIFICATION y a e
1
Y8 U
l I .
\\????tt\11111111II11111(IIl/l/l//
/ ?
enro
I ?3i.e I
n L _ 1 5' R.D.E. -
\\
?
\\ I?
\? ...........
p
??%
?\t5E
S
\
P N
o=
I
l
o. ,
a=
S0303
/ STATE OF
UIR
T7= l .
This drawing is not intended to be represented as a retrocement or
original boundary survey, a route survey, or a Surveyor Location Report.
Flood Hazard Statement: The accuracy of any flood hazard data shown on
this plot plan is subject to map scale uncertainly and to any other
uncertainly in location or elevation on the referenced flood insurance rate
map (FIRM). ALL of the within described land DOES NOT UE within that
special flood hazard zone 'A', as said land plots by scale on Community
Map Panel 118008100010 of the flood insurance rate maps (FIRM) for
Hamilton County, Indiana, Doted May 19, 1981.
Z
4:1 SCOPE o 4:A 51..OPE
SCANNED TYPICAL SWALE SECTION
NOTE: IN THE RESIDENTIAL DISTRICTS LIMITING HEIGHT TO TWENTY-FIVE
(25) FEET, A DWELLING MAY BE INCREASED IN HEIGHT .TO THIRTY-FIVE
(35) FEET PROVIDED THE SIDE AND REAR YARDS ARE INCREASED AN
ADDITIONAL FOOT FOR EACH FOOT SUCH STRUCTURE EXCEEDS
TWENTY-FIVE (25) FEET IN HEIGHT. PER CARMEL ZONING ORDINANCE
26.1.1.