HomeMy WebLinkAbout06070051 Site Plan
Grou
, II
nd Su~~yc>r=
ldustrial Drive, Carmel, IN 46032
7.844.3333 F 317.844.3383
NWW.seagroupllc.com
100.01 PROPOSED GRADE PER PLAN
- GROUND WATER FLOW
-,..- SANITARY SEWER LINE
-m<- STORM SEWER LINE
-m- WATER LINE
.nh..n. EASEMENT LINE
. - - BUILOING SETBACK LINE
'T PLAN WAS
o BASED ON
nON TAKEN FROM
PLATS, SUBDIVISION
IECDRD DRA'MNGS
ANS PROVIDED BY
T IS THE
IBILlTY OF THE
TOR TO VERIFY SITE
NS PRIOR TO
CTlON AND NOTlFY
A GROUP LLC and
( OF ANY
INCIES.
I OF UTlLlTY
; ON PLOT PLAN
ERAL LOCATlONS
~ AND SHOULD BE
IN THE FIELD.
TO ENSURE POSITlVE
AY FROM
RE.
BE PLACED BY
AS NEEDED.
IUILDER IS TO
DEYARD SWALE TO
5HO~ ON THIS
, BUILDER IS
fO ACHIEVE
DRAINAGE AWAY
OPOSED
,E, THE ENGINEER
: CONTACTED.
IS NOT TO DEVIATE
ADES SHO~ ON
N \I1THOUT THE
OF BOTH THE ",
AND BRENWlCK. '
THE FINISHED
.EVATIONS AND
DES DEPICTED ON
T PLAN IS OPEN
EW BY BREN\I1CK
AENT. THE BUILDER
JNED THAT SAID
ilON IS SUBJECT
GE.
LOCA TlON PER
:TlON PLAN
:. CONFIRM BEFORE
:TlON OF 6"
LA TERAL AND
:RVlCE LINE.
NCRETE APRON TO
(ISTlNG ALLEY
PAVEMENT
~
~
r# 448
03 S.F.
LOCA TlON OF UTILlTlES ON
PLOT PLAN ARE GENERAL
LOCATlONS PER PLAN AND
SHOULD BE VERIFIED IN THE
FIELD.
GRANULAR BACKFILL
SUGGESTED UNDER
DRIVEWAY AT SANITARY
SE\\1ER LATERAL ffiENCH,
WA TER LINE ffiENCH AND
ANY OTHER EXCAVATED
AREAS. (IF SITlJATlON
OCCURS)
NOTE: (SECONDARY AREAS
- \\1ESTCLA Y) MAX. HEIGHT:
35' ON LOTS 100' AND
LARGER (TO EVE LINE) 30'
ON LESS THAN 100' MAX.
COVERAGE: 507-
NOTE: (PRIMARY AREAS -
\\1ESTCLAY) MAX. HEIGHT:
30' BUILD-UP LINE: 2
STORIES MAX. COVERAGE:
507-
NOTE: PAD ELEVATlON
SHO~ IS PER PLANS AI~D
IS NOT THE AS-BUILT
ELEVATlON.
NOTE: THE INFORMA TlON
FOR THE ELEVATlON
DIFFERENCE BETWEEN THE
PRIMARY FINISHED FLOOH
ELEVA TlON TO THE TOP OF
BASEMENT WALL AND TO
THE BASEMENT FINISHED
FLOOR WAS PROVIDED BY
THE BUILDER.
AREA OF WATER TAP TO BE
RESTORED TO ITS' ORIGINAL
CONDITlON PRIOR TO
CONSffiUCTlON.
ALL SERVICE LATERAL
CROSSINGS AT CURB ARE
STAMPED SS= SANITARY
SEWER SD= SUBSURFACE
DRAIN W= WATER
ALL MUD IN SffiEETS FR:JM'
ffiUCKS LEAVING LOT TO BE
CLEANED AT THE END OF
EACH DAY.
SILT FENCE TO BE USED.
WHERE NEEDED TO KEEP
MUD OFF OF STREETS AND
OUT OF STORM SEWERS.
AREA OF WATER TAP TO BE
BACKFILLED \11TH GRANULAR
MATERIAL TO \I1THIN 10' OF
TOP OF CURB.
MINIMUM SETBACKS
Min Side - 3 Feet (5 Feet Min one side)
Min Rear 20 Feet
Agg - 20% of Lot Width (I? Feet)
I UST ffiTm
50' ~
R/W
I@
I@J
CURB
Ex. Storm Str.
Tc=904.00
P':':...Plon _ _ _ _ _ _ -1-- _ _ _ - - -
;"..:
1904.041
-STM
STM STM
1904.0 I
AMP
( 903.27)
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;""l SUR"l \-~,,~
""""1111'\\\
Iy Description:
nber 448 in Village of Westclay, Section 5001, an Addition in Hamilton County,
, as per plat thereof recorded as Instrument Number 200500019934 found in the
f the Recorder of Hamilton CO\lnty, Indiana,
1"=20'
June 21, 2006
PLOT PLAN
PORCH
3=
5:
39.00'
9.0'
PROPOSED
FRM & MSY
RESIDENCE
FFE=907.2
~
WTR
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PORCH ~
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GARAGE I ~
FFE=904.3 1>
I;;:)
1 903.91 I ~
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---
21.33'
[ 905.4 [
z
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z
--* 1 903.91 32.33'
CONC.
DRIVE
MIN. 6-
SANITARY
__L~T~~___
I Drown by:
I Revised:
DJR
Prepared For:
Shaffer Enterprises
of Indio1')o
Residence"""" /AA.
~ Greencroft Street
-:2/ '7 ~
~~