HomeMy WebLinkAbout06100081 Site Plan
. G r 0 U , II
3rld SLJ~E3yc>rs
Industrial Drive, Carmel, IN 46032
17.844.3333 F 317.844.3383
www.seagroupllc.com
'LOT PLAN WAS
REO BASED ON
~A TlON TAKEN FROM
o PLATS, SUBDIVISION
. RECORD ORA \I1NGS
PLANS PROVIDED BY
. IT IS THE
NSIBILlTY OF THE
ACTOR TO VERIFY SITE
lONS PRIOR TO
,UCTlON AND NOTIFY
E A GROUP LLC and
ICK OF ANY
PANCIES.
BUILDER IS TO
SIDEY ARD SWALE TO
; SHOWN ON THIS
IF BUILDER IS
: TO ACHIEVE
E DRAINAGE AWAY
'ROPOSED
URE, THE ENGINEER
BE CONTACTED.
: IS NOT TO DEVIATE
RADES SHOWN ON
AN \I1THOUT THE
T OF BOTH THE
HAND BREN\I1CK.
I;
I
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I
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I~ If)
33
I
LOCA TlON OF UTILlTlES ON
PLOT PLAN ARE GENERAL
LOCATlONS PER PLAN AND
SHOULD BE VlERIFIED IN THE
FIELD.
GRANULAR BACKFILL
SUGGESTED UNDER
DRIVlEWA Y A T SANITARY
SEWER LATERAL ffiENCH,
WA TER LINE ffiENCH AND
ANY OTHER EXCAVATED
AREAS. (IF SITlUATlON
OCCURS)
NOTE: THE FINISHED
FLOOR ELEVA TlONS AND
PAD GRADES DEPICTED ON
THIS PLOT PLAN IS OPEN
FOR REVIEW BY BREN\I1CK
DEVlELOPMENT. THE BUILDER
IS CAUTlONED THAT SAID
INFORMA TlON IS SUBJECT
TO CHANGE.
DENOTES LOCA TlON PER
CONSffiUCTION PLAN
DRA\I1NGS. CONFIRM BEFORE
CONSffiUCTlON OF 6"
SANITARY LATERAL AND
WA TER SERVICE LINE.
190361:
I
18.5,1
1 904.6 1 "'"
29.67'
100.01 PROPDSEO GRADE PER PLAN
- GROLND WATER FLOW
-,,"-,,"- SANITARY SEWER LINE
-""-""- STORM SEWER LINE
-WTR-WTR- WATER LINE
---------------- EASEMENT LINE
- - - - BUIUDING SETBACK LINE
MINIMUM SETBACKS
Min Side - 5 Feet Min one side
Min Rear 20 Feet
Ann 1,1) FeAt
~
---
" '"
o ~
;0 a
g q
SAN. STR.( 424)
TC=905.63
PER PLAN
SAN
NOTE: (SECONDARY AREAS NOTE: PAD ELEVATION
- WESTCLAY) MAX. HEIGHT: SHOWN IS PER PLANS AND
35' ON LOTS 100' AND IS NOT THE AS-BUILT
LARGER (TO EVIE LINE) 30' ELEVATION.
ON LESS THAN 100' MAX.
COVlERAGE: 50% NOTE: THE INFORMATlON
FOR THE ELEVATION
NOTE: (PRIMARY AREAS - DIFFERENCE 8ETWEEN THE
WESTCLAY) MAX. HEIGHT: PRIMARY FINISHED FLOOR
30' BUILD-UP LINE: 2 ELEVA TlON TO THE TOP OF
STORIES MAX. COVlERAGE: BASEMENT WALL AND TO
50% THE BASEMENT FINISHED
FLOOR WAS PROVIDED BY
NOTE: CONCRETE APRON TO THE BUILDER.
MATCH EXISTING ALLEY
EDGE OF PAVlEMENT SILT FENCE TO BE USED
ELEVATION WHERE NEEDED TO KEEP
ALL MUD IN SffiEETS FROM MUD OFF OF STREETS AND
ffiUCKS LEAVING LOT TO BE OUT OF STORM SEWERS.
CLEANED AT THE END OF AREA OF WATER TAP TO BE
EACH DAY. BACKFILLED \11TH GRANULAR
AREA OF WATER TAP TO BE MA TERIAL TO \I1THIN 10" OF
RESTORED TO ITS' ORIGINAL TOP OF CURB.
CONDITlON PRIOR TO
CONSffiUCTlON.
ALL SERVICE LATlERAL
CROSSINGS AT CURB ARE
STAMPED SS~ SANITARY
SEWER SD= SUBSURFACE
DRAIN W= WATER
LOCATlON OF UTILITY
LATERALS ON PLOT PLAN
ARE GENERAL LOCATIONS
PER PLAN AND SHOULD BE
VlERIFIED IN THE FIELD.
NOTE:
BUILDER TO ENSURE POSITIVIE
FLOW AWAY FROM
SffiUCTlURE.
NOTE:
SUMP TO BE PLACED BY
BUILDER AS NEEDED.
130.00'
1 904.4 1
5.0'
190371 I r---
r---
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.......-- I '"
~ 22.5' 0--' 0
'" '" 0
"'. on
w
10.33' ----- >- ~ r---.
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<<
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c;{J"')---l N
t-- 00. .
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Z liCl:::1 <:)
_.o-<:(_o~w.l__ _ <;fl
z UH-o..1
<( )
'"
"
/'
12.67'
~ ~
a a
q q
46.67'
PROPOSED
FRM & MSY
RESIDENCE
FFE=907.1
BSMT
FFE=897.1
29.67'
'-L
r-----J
1
1
1
f>-
a
o. 18.67'
ww
PATIO
-.-GARAGE
FFE~905.0
/
"
'"
"'. 30.33'
I I 904.6 I
1904.61
LOT# 545
11,749 S.F.
Prepored For:
Woodall Construction
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Description:
)er 545 in Village of Westclay, Section 5002, an Addition in Hamilton County,
IS per plat thereof recorded as Instrument Number 200500060648 found in
~ of the Recorder of Hamilton County, Indiana.
1"=20'
ug. 30, 2006
PLOT PLAN
Drown by:
Residence 130-11
~ Chew Street
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