HomeMy WebLinkAbout06080020 Site Plan
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The Sclmolder CorponltloD
B9D1 otis benue
Historic rort Harrison
1",11011"",11I. JndlaDa f82l6-1037
317-828-7100
317-828-7200 fAX
1D&Ineerin&
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LendJcape Arcll1tecture
GIS'US
Geolo"
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Plan Prepared for:
Idge Custam Hames
I 7. containing 15,255 5.F.:I:, In
ge of Weatday
IIan I 9002
'Ument I 200600017010
I 4. Slide I 47
, Twp. HamUton County
,28. llBN. RJE
54 Abercom Street (30' R/W)
nel, IN 46032
Jared Date: 07/27/06 : By. .1<1
nunity Restrictions:
Yard = 5'
Yard = 25'
!gate = 15'
,g = R2
: The garage finished floor elevation
r above the curb at the drive, per
lr is to grade side )Urd awole
odes shown on this plan. If builder
Jble to achieve positive drainage away
proposed structure. the engineer sholl
Intocted. builder is not to deviate from
s shown on this pion without the consent
th the The Schneider Corp. and Brenwick Dev.
8LOCK '0'
COMMONS
QUACK POND
NP = 893.1
100 YR = 896.9
OU&SE
INV=89J.D1
PER RECORD
ORA~NGS
o
If
of water top to be restored
s' original condition prior
>nstruction.
Jlor bock fill suggested
r driveway at sanitary sewer
JI trench, water line trench
any other excavated areas.
tuation occurs)
:ion of utilities on plat plan
leneral locations per plan
3hauld be verified in the field.
(secondar! areas - Westday)
height: 35 on lots 100' and larger
ve line) 3D' 00 less than 100'
coverage: 50%
(primary areas - Westclay)
height: 3D'
-up line: 2 stories
coverage: 50%
elevation shown is per plans
s not the os-bunt elevation.
nformation for the elevation
ence between the primary finished
elevation to the top of basement
and to the basement finished floor
pro~ded by the client.
CHAIRBACK CURB
.... ~\
~
~
N
0.6'
152.97' all N
'" "0
0
16.0' d a> '"
N ~
\
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.. *
I \
: \
: ~---- \~
'---19.6 -\
10' DU&SE '~n__n_
Plot Pian Legend
I]QQ;Q) Proposed Grades
000.0 Existing Grades
__ 000.0-- Contour Grode
* Approx. lateral Location
- . - Sanitary Sewer Lines
-" - Storm Sewer lines
- IJ - Water Service Lines
- - - - - - - Sub-Surface Drain Lines
. Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
IlIII Curb Inlet (Storm)
D End Section (Storm)
... Fire Hjdrant
_ 000 - 000 - Flow line of swole
- Building line (BL / BSL)
- - - - - - - Easement line
Note: Sanitary Sewer
Top of Costing Information
Upstream Manhole. TC=903.62
Downstream Manhole, TC=901.65
per record drawings.
Finished Floor Elevation Information
Pad Grade = 904.5 per plan
Pad Grade + 0.3' = Garage FFE (904.8)
Garage FFE + 1.0' = Residence FFE (905.1)
Residential FFE - 10.0'f = Basement FFE (895.1)
900.3
25.6 25.0'
rn
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15!i!i 9
iff::!:l I
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19.r.
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9 0.3
150.71'
---------
This plot pion was prepared
based on information taken
from record plats, subdivision
plans, record drawings and
plans provided by client. It
is the responsibility of the
contractor to verify site
conditions prior to construction
and notify The Schneider
corp. and Brenwick Development
of any discrepancies.
All mud in streets from trucks
leaving lot to be cleaned at
the end of each day.
Strow bales and silt fence to be used
where needed to keep mud off of
streets and out of storm sewers.
All service laterals
crossing at curb
are stamped:
SA= Sanitary Sewer
SS= Subsurface Drain
W= Water
Area of water top to be
bock filled with granular
material to within 10- of
tap of curb.
;l
~m\
JC:90J.62
PER RECORD ,
ORA~NGS
.N
LO
'N .n
"" BLOCK '8' r-
COMMONS ~
0 \ >>
en ABERCORN GREEN
DU&SE -.~~i
.-
LOTH 7
VB06.0058750
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=~=
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Assumed North
Scale: l' = 3D'
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g: ;:0
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g
'5
"''''
15.r
N07E:
CONTRACTOR TO MAINTAIN
A 10 FOOT SEPARATION
BETWEEN THE SANITARY
LATERAL & WATER LATERAL
~
lYPlCAL SWALE SECTlOI
Oeton of Ground
Water flow pattern.
I I
1J-1v1
101
I I \ 1
Note: Builder to ensure
positive drainage away I
structure(s).
\.
. "
srnl 474
TC=9D1.65
PER RECORD
ORA~NGS
This drawing is not intended to be represented as 0 retrocement or
original boundary survey, a route survey, or a Surveyor Location Report.
I, Dennis L. Grumpp, duly licensed land
Surveyor, Indiana * S0303, do
hereby certify that In my opinion. if
the finished grades are constructed
os shown, the Surface Drainage on
the subject lot, will be satisfactory
for Residential Construction.
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