HomeMy WebLinkAboutUntitled (7)THIS PLOT PLAN WAS
PREPARED BASED ON
INFORMATION TAKEN FROM
RECORD PLATS, SUBDIVISION
PLANS, RECORD DRAWINGS
AND PLANS PROVIDED BY
CLIENT. IT IS THE
RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY SITE
CONDITIONS PRIOR TO
CONSTRUCTION AND NOTIFY
THE S E A GROUP LLC and
BRENWICK OF ANY
DISCREPANCIES.
STAMPED SS= SANITARY
LOCATION OF UTILITY
LATERALS ON PLOT PLAN
ARE GENERAL LOCATIONS
PER PLAN AND SHOULD BE
VERIFIED IN THE FIELD.
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 PLAN WITHOUT THE
CONSENT OF BOTH THE
ENGINEER AND BRENWICK.
NOTE: THE FINISHED
FLOOR ELEVATIONS AND
PAD GRADES DEPICTED ON
THIS PLOT PLAN IS OPEN
FOR REVIEW BY BRENWICK
DEVELOPMENT. THE BUILDER
IS CAUTIONED THAT SAID
INFORMATION IS SUBJECT
TO CHANGE.
DENOTES LOCATION PER
CONSTRUCTION PLAN
DRAWINGS. CONFIRM BEFORE
CONSTRUCTION OF 6"
SANITARY LATERAL AND
WATER SERVICE LINE.
NOTE: CONCRETE APRON TO
MATCH EXISTING ALLEY
EDGE OF PAVEMENT
ELEVATION
ALL MUD IN STREETS FROM
TRUCKS LEAVING LOT TO BE
CLEANED AT THE END OF
EACH DAY.
SILT FENCE TO BE USED
WHERE NEEDED TO KEEP
MUD OFF OF STREETS AND
OUT OF STORM SEWERS.
AREA OF WATER TAP TO BE
BACKFILLED WITH GRANULAR
MATERIAL TO WITHIN 10" OF
TOP OF CURB.
AREA OF WATER TAP TO BE
RESTORED TO IT'S ORIGINAL
CONDITION PRIOR TO
CONSTRUCTION.
ALL SERVICE LATERAL
CROSSINGS AT CURB ARE
STAMPED SS= SANITARY
SEWER SD= SUBSURFACE
DRAIN W= WATER
Scale: 1"=30'
Date: Feb. 2, 2010
PROPOSED r
FRM MSY 1
RESIDENCE
FFEB93.4
BSMT
FFE 888.4±
72.00'
N
0
GARAGE
FFE =896.3
22.0D'
1; MF1
Revised:
Drawn bv: DJR
11.6'
PORCH
Residence
1890 Trowbridge High Street
91.9'
78.2'
CON C.
DRIVE
36 .40'
Lard Sllf Vevors
494 Gradle Drive Phone: 317.844.3333
Carmel, IN 46032 Fax: 317.844.3383
www.SEAGroupLLC.com
Group.
IGo.o l
PROPOSED GRADE PER PLAN
GROUND WATER FLOW
SANITARY SEWER LINE
STORM SEWER UNE
•••WATER LINE
EASEMENT LINE
BUILDING SETBACK LINE
LOCATION OF UTILITIES ON
PLOT 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)
NOTE: (SECONDARY AREAS
WESTCLAY) MAX. HEIGHT:
35' ON LOTS 100' AND
LARGER (TO EVE LINE) 30'
ON LESS THAN 100' MAX.
COVERAGE: 50%
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.
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
Min. Side 5 Feet or 8% Lot width B.L. (8.4)
Min. Rear 20 Feet
Agg. 18% of lot width B.L. (18.9)
PLOT PLAN
San. Str.
=896.0
Per Plan
FLOW LINE gr
Property Description:
Lot Number 335 Village of Westclay, Section 10006, an Addition in
Hamilton County, Indiana, as per plat thereof recorded as Instrument
Number 199909949853 found in the Office of the Recorder of Hamilton
County, Indiana.
Prepared For:
Pinery Homes By Rex Brown
LOT# 335
16,300 S.F.
`San. Str.
Ta= 891.90
Per Plan
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