HomeMy WebLinkAbout05070145-Site PlanG rou
.and Surv-c. yors
1 Industrail Ddve, Carmel, IN 46032
317.844.3333 F 317.844.3383
www.seagroupllo.com
~HtS PLOT PLAN WAS
'REPARED BASED ON
~FORMATION TAKEN FROM
~ECORD PLATS, SUBDIVISION
~LANS, RECORD DRAWINGS
~,ND PLANS PROVIDED BY
;UENT. IT IS THE
:ESPONSIBIUTY OF THE
:ONTRACTOR TO VERIFY SITE
:ONDITIONS PRIOR TO
;ONSTRUCTION AND NOTIFY
HE S E A GROUP LLC end
IREN~CK OF ANY
IISCREPANCIES,
.OCATION OF UTIUTY
ATERALS ON PLOT PLAN
~RE GENERAL LOCATIONS
'ER PLAN AND SHOULD BE
~ERFIED IN THE FIELD.
IOTE:
IUILDER TO ENSURE POSITIVE
'LOW AWAY FROM
;3RUCTURE.
lOTH:
;UMP TO BE PLACED BY
lUILDER AS NEEDED.
SANITARY STR.
PER PLAN
SANITARY STR.--~,
TC=905.53 '~,
PER PLAN
-- SAN. LAT.
CONC.
DRIVE
5.3'
PROPOSED GRADE PER PLAN
GROUND WATER FLOW
SANITARY SEWER UNE
STORM SEWER UNE
WATER UNE
EASEMENT UNE
BUILDING SETBACK UNE
LOT# 534
8,869 S.F.
lOTH: BUILDER IS TO
;RADE S~DEYARD SWALE TO
;RADES SHOWN ON THIS
'LAN. IF BUILDER IS
INABLE TO ACHIEVE
'OSJTIVE DRAINAGE AWAY
'ROM pROPOSED
;TRUCTdRE, THE ENGINEER
;HALL BE CONTACTED;
IUILDER ISNOT TO DEVIATE
'ROM GRADES SHOWN ON
HIS PLAN W~THOUT THE
:ONSENT OF BOTH THE
;NGINEER AND BRENWlCK,
lOTH: THE FINISHED
fLOOR ELEVATIONS AND
GRADES DEPICTED ON
?HIS PLOT PLAN IS OPEN
fOR REVIEW By BREN'2~CK
)EVELOPMENT. ~E BUILDER
S CAUTIONED THAT SAID
,N,F~RMA~ON IS SUBJECT
'o ~ANGE~
LOCATION OF UTILJTIEs ON
PLOT PLAN ARE GENERAL
LOCATIONS PER PLAN AND
SHOULD Bg ~RF~EO !N THE
!ENOTES LOCATION PER
~ONSTRUCTION PLAN
)RAWINGS; CONFIRM ~EFORE
;ONsTRUcTIoN OF 6
;ANITARY LATERAL AN
~,'ATER SERVICE LINE.
~OTE: CONCRETE/APRON TO
4ATCH EXISTING ALLEY
:DGE OF PAVEMENT
:LEVATION
~,LL MUD IN STREETS FROM
~RUCKS LEAVING LOT TO BE
~-EANED AT ~E END OF
:ACH DAY.
;~LT FENCE TOBE USED
~ERE NEEDED TO KEEP
IUD OFF OF STREETS AND
)UTOF STORM SEWERS.
~REAOF WATER TAP TO BE
IACKFI~D ~ITH GRANULAR
IATERIAL TO W1THIN 10" OF
'OP OF CURB.
~EA OFWATER TAP TO BE
~ESTORED TO ITS~ ORIGINAL
:ONDITION PRIOR TO
:ONSTRUCTION,
~LL SERVtCE LATERAL
:ROSSINGS AT CURB ARE
;TAMPED SS= SANITARY
;EWER SDs- SUBSURFACE
~RAIN W= WATER
GRANULAR BACKFILL
SUGGESTED UNDER
DRIVEWAY AT SANITARY
SEWER LATERAL TRENCH,
WATER UN/ TRENCH AND
ANY OTHER EXCAVATED
AREAS~ (IF SITUATION
OCCURS)
NOTE: (SECONDARY AREAS
-- ,~_STCLAY) MA,X. HEIGHT:
55 ON HOTS 100 AND
L~GER (TO Ev~ U.NE) ~0'
ON LESS THAN 100 MAX.
CO.ACE: 50z
AREAS --
~,STC~y) MAX. HEIGHT:
~0 BUILD-uP LINE: 2
STORIES MAX. COVERAGE:
50~,
NOTE: PAD ELEVATION
SHOWN IS PER PLANS AND
IS NOT THE AS-BUILT
ELEVATION.
NOTE: THE INFORMATION
FOR THE ELEVATION
DIFFERENCE BETWEEN THE
PRIMARY FINISHED FLOOR
ELEVATION TO THE TOP OF
BASEMENT WALL AND TO
THE BASEMENT FINISHED
FLOOR WAS PROVIDED BY
THE BUILDER.
MINIMUM SETBACKS
tin: Side = 5 Feet
tinJ Reor -~ 20 Feet
OOJ - 15 Feet
GARAGE
FFE=906.7
PATIO
/
CRAWL/'
PROPOSED
FRM & MSY
FFE=909,7
BSMT
FFE=8
~n~, ~,~ ~ I:l~t ~of r~d~l ~ In~'um~nt Numl:~' 20050001~ fo~:l in the
:e of the Recorder of Han'aton County, Indiana.
Prepared For:
Wifliam Gordon Group
Residence
Deerstyne Green Street
PLOT PLAN
;cate: 1"=20' J Drawn by:. DJR
)ate: July 15, 2005 JRevised:
L,-1