HomeMy WebLinkAbout06030001 Site Plan
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Grou
AREA OF WATER TAP TO BE
RESTORED TO ITS' ORIGINAL
CONDITION PRIOR TO
CONSTRUCTION.
ALL SERVICE LATERAL
CROSSINGS AT CURB ARE
STAMPED SS= SANITARY
SEWER SD~ SUBSURFACE
DRAIN W= WATER
,II
C'lnc:l SLJrV"~yc>rs
Industrial Drive, Carmel, IN 46032
117.844.3333 F 317.844.3383
www.seagroupllc.com
.
100.01 PROPOSED GRADE PER PLAN
GROUND WATER FLOW
-,,"-,,"- SANITARY SEv.rR LINE
-""-""- STORM SEv.rR LINE
-wm-wm- WATER LINE
.______nnn_ EASEMENT LINE
- - - - BUILDING SETBACK LINE
NOTE: (PRIMARY AREAS -
WESTCLAY) MAX. HEIGHT:
30' BUILD-UP LINE: 2
STORIES MAX. COVERAGE:
50%
NOTE: PAD ELEVATION
SHOWN IS PER PLANS AND
IS NOT THE AS-BUILT
ELEVATION.
MINIMUM SETBACKS
SILT FENCE TO BE USED
WHERE NEEDED TO KEEP
MUD OFF OF STREETS AND
OUT OF STORM SEWERS.
Side 5 FeAt or A% Lot width €II B L (86 Feet)
Rear 20 Feet
-=--1..6% of lot width @ 8 L (193 Feet)
AREA OF WATER TAP TO BE
BACKFILLED 'MTH GRANULAR
MATERIAL TO 'MTHIN 10" OF
TOP OF CURB.
ALL MUD IN STREETS FROM
TRUCKS LEAVING LOT TO BE
CLEANED AT THE END OF
EACH DAY.
PLOT PLAN WAS
'ARED BASED ON
RMA TION TAKEN FROM
lRD PLATS, SUBDIVISION
IS, RECORD DRA'MNGS
PLANS PROVIDED BY
n. IT IS THE
'ONSIBILlTY OF THE
rRACTOR TO VERIFY SITE
liTlONS PRIOR TO
,TRUCTION AND NOTIFY
SEA GROUP LLC and
I'MCK OF ANY
'lEPANCIES.
ITION OF UTILITY
RALS ON PLOT PLAN
GENERAL LOCATIONS
PLAN AND SHOULD BE
'lED IN THE FIELD.
)ER TO ENSURE POSiTlVE
I AWAY FROM
ICTlURE.
..
, TO BE PLACED BY
)ER AS NEEDED.
~
BLOCK .C.
COMMONS
"
NOTE: BUILDER IS TO
GRADE SIDEYARD SWALE TO
GRADES SHOWN ON THIS
PLAN. IF BUILDER IS
UNABLE TO ACHIEVE
POSiTlVE DRAINAGE AWAY
FROM PROPOSED
STRUCTlURE, THE ENGINEER
SHALL BE CONTACTED.
BUILDER IS NOT TO DEVIATE
FROM GRADES SHOWN ON
THIS PLAN 'MTHOUT THE
CONSENT OF BOTH THE
ENGINEER AND BREN'MCK.
NOTE: THE FINISHED
FLOOR ELEVATIONS AND
PAD GRADES DEPICTED ON
THIS PLOT PLAN IS OPEN
FOR REVIEW BY BREN'MCK
DEVELOPMENT. THE BUILDER
IS CAUTIONED THAT SAID
INFORMA TION IS SUBJECT
TO CHANGE.
DENOTES LOCATION PER
CONSTRUCTION PLAN
DRA'MNGS. CONFIRM BEFORE
CONSTRUCTION OF 6"
SANITARY LATERAL AND
WA TER SERVICE LINE.
NOTE: CONCRETE APRON TO
MA TCH EXISTING ALLEY
EDGE OF PAVEMENT
ELEVA TION
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62.6
:>erty Description:
Number 834 in the Village of Westclay, Section 10002, an Addition in Hamilton
Inty, Indiana, as per plat thereof recorded as Instrument Number 200400075938
I'd in the Office of the Recorder of Hamilton County, Indiana.
PLOT PLAN
Prepared For:
Woodall Construction
:ole: 1"=30'
ate: Feb. 10, 2006
Drown by: DJR
Residence:
12115 Leighton Court
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
SEWER LATERAL TRENCH,
WATER LINE TRENCH AND
ANY OTHER EXCAVATED
AREAS. (IF SITlUA TION
OCCURS)
NOTE: (SECONDARY AREAS
- WESTCLAY) MAX. HEIGHT:
35' ON LOTS lOa' AND
LARGER (TO EVE LINE) 30'
ON LESS THAN laO' MAX.
COVERAGE: 50%
NOTE: THE INFORMATION
FOR THE ELEVATION
DIFFERENCE BETWEEN THE
PRIMARY FINISHED FLOOR
ELEVA TION TO THE TOP OF
BASEMENT WALL AND TO
THE BASEMENT FINISHED
FLOOR WAS PROVIDED BY
THE BUILDER.
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LOT# 834
19,205 S. F.
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