HomeMy WebLinkAbout04120059 Site Plan
~~
ScmeicIer
The Schnoidm- Corporation
8901 Otill Avenue
Historic Porl Harrison
Indlanapoll>, Indlana 46216-1037
317-628-7100
317-628-7200 FAX
~
Snrooying
Londooapo Anililt.clnn
GI3 'W
Geoloc'
Plot P1111 Prepared for: R.H. of IndlClla
BlOCK 1 Lot' 273, contailing 4,966 5.r.t, in
Stanford Park
SectIon , J
Instrument , Unrecorded
p.e. , X. Slide , X
Oay Twp,- HcrnDton County
See 20, T29H, R3E
_GOlDEN GAlE DRIVE (24' ~/Yf)
Prepaled Date: 11/18/2004 -: B{ NfA.
Proposed Bu)llll(8~ SPEc.
Community Restrictions:
Side Yard =3' min.
Rear Yard = N/^
Aggre<jnte = 6 (B.H.)
P1otPloolegend
rnw:J Proposed Grodeo
000.0 ExIsting Grades
_000.0- Cootour Grade
* Approx. lateral location
-. - Sonlt~ Sewer Liles
-.- Storm Sewer Liles
---:"'"'"" 'wi - Water SeMce Lines
- - - - - - - Sub-Surface Drain tkles
. Manhole (Sooitary Of Storm)
e fieehilji-inlei'{Storm)
III c.rb Inl.l (StO'lll)
o End Section (SIO'lll)
.... FhH~ront
- ... - ... -Row line of nale
- - Bulong l.i1o (Bl / BSt)
------- Easementli'le
Sanitary Sewer Costing Information
Upstream Uanhole, TC: 916.90
Downstream Manhole, Te= 916.40
per plan
Sod CaIOJlations:
Orive = 226 SFt
Private Walk = 181 Sfi:
Sod = 3gB SYf , whole )Ord
4
6~
O~/1
} ;2.0
o
<(
o
0::::
W
Z
0::::
o
m
--.J
W
::r:
(/)
30,0'
R.D.E.
30,5';
3' WALK
24.5'
I
~
l5
0..
w
:z
<<
-'
t-
-'
<<
::J:
0..
'"
<<
o
Cn
""
...,:
N
~II
:z
"" II
II
II
II
II
II
II
!I
~
'0
...
28.4'
~
~L_
'" 23,7'
TC= 915.00
EXISTING
15.0'
I 916.9 I
--7-----
~ ~
II
Note:
This drawing is based on construction pions or record drawings,
and is not bosed upon 0 field survey. The Schneider Corporation
does not warrant the accuracy or sufficiency of this information.
Contractors should verify existing conditions prior tal any
construction. Any discrepancy found on this drawing I should be
reported to The Schneider Corporation immediat~y. foiling to do
so results in the contractors assumption of 011 liability.
Note:
SuUder to ensure positive drainage
away from structure(s).
Lot # 273
Vb04.0026104
~
~
=li:!1=
, -.
~
Assumed North
Scale: I" = 20'
Delai of Ground/ Storm
Water flow pattern for
individual lots.
t t
t \ I t
IHI
I I
~.
:i
10
. I "'"
;..... 1,''\
TYPICAL SWALE SECTION
NOTE: THE WITHIN PLOT PLAN WAS
PREPARED AT THE CLlENis
REQUEST WITHOUT BENEFIT OF A
RECORD PLAT. THE CONTRACTOR
AND/OR BUILDER HAS BEEN
CAUTIONED THAT THE DEPICTED
LINES SHOWN HEREON ARE SUBJECT
TO CHANGE.
0>-
V>
:!f::::Elj
o"'G5
ct:::::EO
~e:~
r-
...,:
N
:::::J<nl:i:a:::
38,76'
RE~OENCE IS ON OR NEAR PROPERTY UNE
38.76'
. LJ
o .
dq
...,~
8 I 915.7 I I 915.7 I
~ ~ 82.23'
-1..--...,....,-----~---l;l
Note:
The contractor is to maintain 0 minimum
distance of ten feet (10') between the
sanitry sewer and water line laterals.
REVISION #1
CHANGED LOT NUMBERS
12/08/04 AMA
Note:
Per Carmel zoning ordinance 26.1.1 :
The residential district limits height to twenty-five
feet (25'), however a dwelling may be increased in height
to thirty-five feet (35') provided the side and rear )Qrds
are increased an additional one foot (1') for each
one foot (1') the structure exceeds the first
twenty-five feel (25') in heighl
LJ
LJ
. ~
""-
-~
o
r--
,...
~'"
.
C;;
w
>
0::::
o
W
I-
<(
C')
"
c
I
,
,
Zt-
Wt5
02]
--.J '"
OL5
C')~
w
~
'-'
w
.........
VJ
.'"
,w
~
'-'
;;!;
'<
.
""
u
o
1-'
,CD