HomeMy WebLinkAbout07100079 Site PlanAAAG
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33 West Carmel Drive, Carmel, IN 46032
'317.844.3333 F 317.844.3383
www,seagroupllc.corn
THIS PLOT PLAN WAS
PREPARED BASED ON
INFORMATION TAKEN FROM
RECORD PLATS. SUBDIVISION
PLANS. RECORD CRAWNCS
AND PLANS PROVIDED BY
CLIENT. IT IS THE
RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY SITE
CONDITIONS PRIOR TO
CONSTRUCTION AND NOTIFY
THE 5 E A GROUP LLC and
BRENWICK OF ANY
DISCREPANCIES.
LOCATION OF UTILITIES ON
FLOT PLAN ARE GENERAL
LOCATIONS 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 SITUATION
OCCURS)
LOCATION OF UTILITY ' NOTE: (SECONDARY AREAS
LATERALS ON PLOT PLAN - WESTCLAY) MAX. HEIGHT:
ARE GENERAL LCCATIONS 35' ON LOTS 700' AND
j PER PLAN AND SHOULD BE LARGER (TO EVE LINE) 30'
VERIFIED IN THE FIELD.
I ON LESS THAN 100' MAX.
COVERAGE: 507
NOTE:
BUILDER TO ENSURE POSITIVE
FLOW AWAY FROM
STRUCTURE.
NOTE:
SUMP TO BE PLACED BY
BUILDER AS NEEDED.
NOTE- BUILDER IS TO
GRADE SIDEYARD SWALE TO
GRADES SHOWN ON THIS
PLAN. IF BUILDER IS
UNABLE TO ACHIEVE
POSITIVE DRAINAGE AWAY
FROM PROPOSED
STRUCTURE, THE ENGINEER
SHALL BE CONTACTED.
BUILDER IS NOT TO DEVIATE
FROM GRADES SHOWN ON
THIS FLAN WITHOUT THE
CONSENT OF BOTH THE
ENGINEER AND BRENVACK.
PAD GRADES DEPICTED ON
THIS: PLOT :PLAN' IS OPEN.
FDR REVIEW BY BRENVOCK
DEVELOPMENT. THE BUILDER
IS VAUTIONEO- THATSAID-
INFORMATIDH IS SUBJECT
.DENOTES LOCATION PER
CONSTRUCTION PLAN
DRAV7INGS. CONFIRM BEFORE
CONSTRUCTION OF 6"
SANITARY kATERAL AND
WATER SERVICE LINE.
NOTE: CONCRETE APRON TO
MATCH EXISTING ALLEY
EDCE OF PAVEMENT
ELEVATION
ALL LIUD IN STREETS FROM
TRUCKS LEAVING LOT TO DE
CLEANED AT THE ENO OF
EACH DAY.
SILT FENCE TO BE USED
WHERE NEEDED TO KEEP
MUD OFF OF STREETS AND
OUT OF STORM SEWERS.
AREA OBACKFMATERTOP 0AREA OF WATER TAP TO BE
.RESTORED TO ITS' ORIGINAL
CONDITION PRIOR TO
CONSTRUCTION.
ALL SERVICE LATERAL
CROSSINGS AT CURB ARE
STAMPED S5= SANITARY
SEWER S0= SUBSURFACE
DRAIN W= WATER
NOTE: THE INFORMATION
FOR THE ELEVATION
)IFFERFNCE BETWEEN THE
PRIMARY FINISHED FLOOR
ELEVATION TO THE TOP OF
BASFAIENT WALL AND TO
THE BASEMENT FINISHED
FLOOR WAS PROVIDED BY
THE BUILDER.
00.0 PRDPDSEO ORAOE PER PLAN
GROUND WATER FLOW
SANITARY SEWER LINE
STORM SEWER LINE
WATER LINE
EASEMENT LINE
- - - - - - BUILDING SETBACK LINE
NOTE: (PRIMARY AREAS -
WESTCLAY) MAX. HEIGHT:
30' BUILD-UP LINE: 2
STORIES MAX. COVERAGE:
509,
NOTE: PAID ELEVATION
SHOWN IS PER PLANS AND
IS NOT THE AS-BUILT
ELEVATION.
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MINIMUM SETBACKS
min. Side = 8% of wi n ® B.L. (16 F
IA' , ;eor = 2C Fee
Azo, = IB% o! lot .id n Fee
Property Description:
Lot Number 910 in the Village of Weatclay, Section .10004--B, an Addition in Hamilton
County, Indiana, as per plat thereof recorded as Instrument Number 200600033677
found in the Office of the Recorder of Hamilton County. Indiana.
PLOT PLAN
Scnle: 1 "=30'
nnte: Seoh 14, 2007
Drawn by'. DJR
Revised:
Prepared For
Homes By John McKenzie
2343 Blislond Street
LOT'?1, 910
10,500 S. F.
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