HomeMy WebLinkAbout06080026 Site Plan
Grou
, lie
lnd SLlrv'~yc>rs
ndustrial Drive, Carmel, IN 46032
7.844.3333 F 317.844.3383
www.seagroupllc.com
PLOT PLAN WAS
'ARED BASED ON
RMATION TAKEN FROM
JRO PLATS, SUBDI VISION
JS, RECORD DRAVv1NGS
PLANS PROVIDED BY
H. IT IS THE
'ONSIBILlTY OF THE
rRACTOR TO VERIFY SITE
JITIONS PRIOR TO
,TRUCTION AND NOTIFY
SEA GROUP LLC and
IWICK OF ANY
REPANCIES.
'TION OF UTILITY
RALS ON PLOT PLAN
GENERAL LOCATIONS
PLAN AND SHOULD BE
'lED IN THE FIELD.
JER TO ENSURE POSITIVE
I AWAY FROM
ICTURE.
, TO BE PLACED BY
JER AS NEEDED.
:: BUILDER IS TO
JE SIOEYARD SWALE TO
JES SHOWN ON THIS
I. IF BUILDER IS
3LE TO ACHIEVE
;'.VE DRAINAGE AWAY
~ PROPOSED
ICTURE, THE ENGINEER
L BE CONTACTED.
JER IS NOT TO DEVIATE
~ GRADES SHOWN ON
PLAN Vv1THOUT THE
,ENT OF BOTH THE
NEER AND BRENVv1CK.
_. THE FINISHED
JR ELEVATIONS AND
GRADES DEPICTED ON
PLOT PLAN IS OPEN
REVIEW BY BRENVv1CK
:LOPMENT. THE BUILDER
AUTIONED THAT SAID
Ri\.fA TivN is SU8JE:CT
;HANGE.
JTES LOCATION PER
SffiUCTION PLAN
MNGS. CONFIRM BEFORE
,TRUCTION OF 6"
T ARY LATERAL AND
:R SERVICE LINE.
:: CONCRETE APRON TO
:H EXISTING ALLEY
: OF PAVEMENT
'ATION
MUD IN STREETS FROM
;'>6 LEAVING LOT TO BE
J,ED AT THE END OF
i DAY.
FENCE TO BE USED
lE NEEDED TO KEEP
OFF OF STREETS AND
OF STORM SEVv1ERS.
\ OF WATER TAP TO BE
(FILLED WITH GRANULAR
:RIAL TO Vv1THIN 10" OF
OF CURB.
\ OF WATER TAP TO BE
'ORED TO ITS' ORIGINAL
JITION PRIOR TO
,TRUCTION.
SERVlCE LATERAL
,SINGS AT CURB ARE
~PED SS~ SANITARY
:R SD~ SUBSURFACE
N W~ WATER
LOCA TION OF UTILITIES ON
PLOT PLAN ARE GENERAL
LOCA TIONS PER PLAN AND
SHOULD BE VERIFIED IN THE
FIELD.
GRANULAR BACKFILL
SUGGESTED UNDER
DRIVEWAY AT SANITARY
SEVv1ER LATERAL TRENCH,
WA TER LINE ffiENCH AND
ANY OTHER EXCAVATED
AREAS. (IF SITUATION
OCCURS)
NOTE: (SECONDARY AREAS
- WESTCLAY) MAX. HEIGHT:
35' ON LOTS 100' AND
LARGER (TO EVE LINE) 30'
ON LESS THAN 100' MAX.
COVERAGE: 50%
NOTE: THE INFORMATION
FOR THE ELEVATION
DIFFERENCE BETVv1EEN THE
PRIMARY FINISHED FLOOR
ELEVA TION TO THE TOP OF
BASEMENT WALL AND TO
THE BASEMENT FINISHED
FLOOR WAS PROVIDED BY
THE BUILDER.
MINIMUM SETBACKS
S"lde 5 0 FFTT
Rear 20 Feet
15 FEET
100.01 PROPOSED GRADE PER PLAN
- GROUND WATER FLOW
------- SANITARY SEWER LINE
_-tlIII_..._ STORM SEWER LINE
-..---...- WATER LINE
----------------------- EASEMENT LINE
- - - - - - BUILDING SETBACK LINE
~
Q
~
l.-
'-
~
NOTE: (PRIMARY AREAS --
Vv1ESTCLAY) MAX. HEIGHT:
30' BUILD-UP LINE: 2
STORIES MAX. COVERAGE:
50%
NOTE: PAD ELEVATION
SHOWN IS PER PLANS AND
IS NOT THE AS-BUILT
ELEVA TION.
J -
/ Wy[ & LAT.
0+47
i
-..3
~
'3
LOT# 920_~
8,516 S. F l---.,
~.
~
WY[ & LAT.
0+08 EXISTING 10'
STUB TO BE
REMOVED
EXISTING ~
SANITARY "" -
MANHOLE TO
BE REMOVED
919
i6' OF 8"
REMOVED
~OMMO~S"
~I nrk' A_
-WTR WTR
._~-----====----~
~~
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~ * 1 LS20200083 j *
- . .
~ ..... STATE OF / '
~<'" .,' .:
~. '1A.;....~NDIA"".t...~;\J~~
';,,;,:D SUR\f~,~,'~'
111""11\1"'\\
~rty Descrip..t~~~0 pM- ph:tcorredpovueg 'I OW. f.IJ'vG,'4--<a-r1rc
umber ~n Replat City Homes of the Village of Westclay, Replat part of Block
~ction 3001-A, an Addition in Hamilton County, Indiana, as per plat thereof
'ded as Instrument Number 200600039892 found in the Office of the Recorder of
Ion Count Indiana.
PLOT PLAN
Ie: 1" 30'
e: July 25, 2006
Prepared Far:
Woodall Construction
~~
Drawn by: DJR
Residence
,\(]ttt~:bur/ 'Street