HomeMy WebLinkAbout06050171 Site Plan
, II
lrlc:l SLJ~~y~rs
ldustrial Drive, Carmel, IN 46032
7.844.3333 F 317.844.3383
NVVVV .seagrou plle.eom
Grou
I w. 131ST. .,-,
50' j Storm Str.
R/W Tc=903.91
Per Pion
100.01 PROPOSED GRADE PER PLAN
- GROUND WATER FLOW
-,.,,- SANITARY SElltR UNE
-"" - STORM SElltR UNE
-""- WATER LINE
.--------- EASEMENT LINE
- - - BUILDING SETBACK UNE
CURB
TM
STM-
IT PLAN WAS
o BASED ON
nON TAKEN FROM
PLATS, SUBDIVISION
lECORD DRA\I1NGS
ANS PROVIDED BY
T IS THE
IBILlTY OF THE
TOR TO VERIFY SI TE
NS PRIOR TO
CnON AND NOTIFY
A GROUP LLC and
( OF ANY
INCIES.
I OF UTlLlTY
; ON PLOT PLAN
oRAL LOCA TlONS
~ AND SHOULD BE
IN THE FIELD.
TO ENSURE POSITlVE
~Y FROM
lE.
BE PLACED BY
~S NEEDED.
UILDER IS TO
)EYARD SWALE TO
;HOWN ON THIS
BUILDER IS
o ACHIEVE
JRAINAGE AWAY
lPOSED
E, THE ENGINEER
CONTACTED.
S NOT TO DEVIATE
IDES SHOWN ON
I \I1THOUT THE
'OF-'BO,r-\" THE
AND BREN\I1CK.
THE FiNISHED
oVATlONS AND
)ES DEPICTED ON
. PLAN is OPEN
:W BY BREN\I1CK
ENT. THE BUILDER
NED THAT SAID
ON IS SUBJECT
:E.
.OCA TlON PER
TlON PLAN
CONFIRM BEFORE
TlON OF 6"
LA TERAL AND
~VlCE LINE.
4CRETlE APRON TO
ISTlNG ALLEY
'AVEMENT
N STlREETS FROM
:A VlNG LOT TO BE
IT THE END OF
: TO BE USED
-OED TO KEEP
IF STlREETS AND
'DRM SEWERS.
VATlER TAP TO BE
I \11TH GRANULAR
ro \I1THIN 10" OF
HB.
STM
LOCA TlON OF UTlLlTlES ON
PLOT PLAN ARE GENERAL
LOCATlONS PER PLAN AND
SHOULD BE VERIFIED IN THE
FIELD.
GRANULAR BACKFILL
SUGGESTlED UNDER
DRIVEWAY AT SANITARY
SEWER LA TlERAL TlRENCH,
WATlER LINE TlRENCH AND
ANY OTHER EXCAVATED
AREAS. (IF SITlJATlON
OCCURS)
NOTlE: (SECONDARY AREAS
- WESTCLAY) MAX. HEIGHT:
35' ON LOTS 1 DO' AND
LARGER (TO EVE LINE) 30'
ON LESS THAN 100' MAX.
COVERAGE: 50%
1905.01 ..
10' PATH 1905.0 I
WTlt_WTR_WTll_WTll_wtR_1
DU&SE 904.93 COIIIIONS BlOCK "F"
CURB
GAEENCAOFT S1Rtt:: I
~
-1-
~
~-r
J:C'J.- Yq./ (j 1y'2---
U (]lO
23'
SSD CURB R/W
I 50.00' 1904.71
0Cl 120')
""
0 ~ ~o.~J _ _ _ --1_~0~ ~~&~~ __
rn ~
PORCH I 905.9112' BTL
815.33' /
8.67'
N
PROPOSED
FRM & MSY a
---- RESIDENCE 0 r----
FFE= 908. 4 N 0
"<I- '"
L() BSMT 3: ~
3: I')
0 FFE=898.H ~
I') 8.00' ~
~
NOTlE: (PRIMARY AREAS -
WESTClA Y) MAX. HEIGHT:
30' BUILD-UP LINE: 2
STORiES MAX. COVERAGE:
50%
NOTlE: PAD ELEVA TlON
SHOWN IS PER PLANS AND
IS NOT THE AS-BUILT
ELEVATION.
NOTE: THE INFORMATlON
FOR THE ELEVATlON
DIFFERENCE BETWEEN THE
PRIMARY FINISHED FLOOR
ELEVA TlON TO THE TOP OF
BASEMENT WALL AND TO
THE BASEMENT FINISHED
FLOOR WAS PROVIDED BY
.THE B.UILDSR. ~__ _ _
a I
-. . ._ ,--=," ~-o -u . - ~--
" .,: '"
ill 0
.,: "-
<0 I 905.91
~ 8.00' ~
;... ""'-
ill
<Xi
3: r--
3: I
~ ___-l
8.00' ----
AREA OF WATlER TAP TO BE
RESTORED TO ITS' ORIGiNAL
CONDITlON PRIOR TO
CONSTlRUCTlON.
ALL SERVICE LA TlERAL
CROSSINGS AT CURB ARE
STAMPED SS= SANITARY
SEWER SD~ SUBSURFACE
DRAIN W= WATER
LOT# 450
6.540 S. F.
z
<:i
GARAGE
FFE=905.9
a
o
N
N ___
~
~ ~~
cs:: b~~:i:
_010- Ul
~ I,
II"..
5.0'
905.5 32.00'
CON C. "IN. 6"
DRI VE SANITARY
~ LATERAL
23.9'
c
iii~
~~~
_m"
C I ~
~.!:!o..
I 905.51
\ 13.0'
----- t----
\
~
~
~
APRON
SA~
SANT
~
,
MINIMUM SETBACKS
: 3 FeP.t (5 Feet Min one side)
: 20 Feet
t of Lot Width (10 Feet)
~\\""""""'l
~"c,~ ~~9..5)/s~"~
~~ ....~G\STf~;:..~~
~.;s.... q.: N ()....\<'~
-Q:' . 0 '. (<'\~
- : . ..
, Description: =00 : . ':. ;0-=
= * ~ LS20200083 i * ~
lber 450 in Village of Westday. Section 5001, an Addition in Hamilton County, = ':. : ,:
- . . ..
~ ... STATE OF .... ~
as per plat thereof recorded as Instrument Number 200500019934 found in the ~<"" ..,~~
~ -1 '" INDI"~~'" C) ~
~ 1'0............\, ~
the Recorder of Hamilton County. Indiana. ~"" SUR\! ~",,,,
~111""Il"\\\\
Prepored For: ~~
PLOT PLAN Kent Shoffer Builders, Inc.
1"=20' I Drown by: OJR Residence
Moy 4, 2006 I Revised: 2191 Greencroft Street