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.OT PLAN WAS
',ED BASED ON
ATION TAKEN FROM
PLATS, SUBDIVISION
RECORD DRAWINGS
'LANS PROVIDED BY
IT IS THE
ISIBILITY OF' THE
~CTOR TO VERIFY SITE
ONS PRIOR TO
',UCTION AND NOTIFY
E A GROUP LLC an¢
OK OF ANY
3ANCIES~
)N OF UTILITY
LS ON PLOT PLAN
NERAL LOCATIONS
AN AND SHOULD BE
B IN THE FIELD.
~ TO ENSURE POSITIVE
~WAY =ROM
~RE,
LOCATION OF UTIUTIES ON
PLOT PLAN ARE GENERAL
LOCATIONS PER PLAN AND
SHOULD BE VERIFIED IF, THE
FIELD.
GRANULAR BACKFILL
SUGGESTED UNDER
DRIVEWAY AT SANITARY
SEWER LATERAL TRENCH,
WATER UNE TRENCH AND
ANY OTHER EXCAVATED
AREAS. (IF SITUATION
OCCURS)
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
NOTE: (SECONDARY AREAS
- WESTCLAY) MAX. HEIGHT:
55' ON LOTS 100' AND
LARGER (TO EVE LINE) 30'
ON -ESS THAN 100' MAX.
COVERAGE: 50%
NOTE: (PRIMARY AREAS
WESTCLAY) MAX. HEIGHT:
30' BUILD-UP LINE: 2
STORIES MAX. COVERAGE:
50%
ALL MUD iN STREETS FROM
TRUCKS LEAVING LOTTOBE
CLEANED AT THE END Of
EACP
fSILT FENCE TO BE USED
WHERE NEEDED TO KEEP
MUD OFF OF STREETS AND
OUT OF STORM SEWERS.
AREA OF WATER TAP TO BE
BACKFILLED ~TH GRANULAR
MATERIAL TO ~THIN 10" OF
TOP OF CURB,
AREA OF WATER ~AP TO BE
RESTORED fo ITS ORIGINAL
CONDITION PRIOR TO
CONSTRUCTION,
IALL SERVICE LATERAL
CROSSINGS AT CURB ARE
STAMPED SS= SANITARY
SEWER SD= SUBSURFACE
DRAIN w= WATER
NOTE:
SUMP TO BE PLACED BY
BUILDER AS NEEDED,
NOTE: PAD ELEVATION
SHOWN iS PER PLANS AND
IS NOT THE AS-BUILT
ELEVATION.
NOTE: THE NFORMATION
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.
PROPOSED GRADE
PD
GROUND WATER FLOW
SANITARY SEWER UNE
STORM SE~,ER UNE
WATER UNE
EASEMENT UNE
BUILDING SETBAOK U~,
NOTE: THE FiNISHED
FLOOR ELEVATIONS AND
PAD GRADES DEPICTED ON
THIS PLOT PLAN IS OPEN
FOR REVIEW BY BRENWICK
DEVELOPMENT. THE BUILDER
S CAUTIONED THAT SAID
NFORMATION IS SUBJECT
TO CHANGE.
NOTE: BUILDER IS TO
GRADE SIDEYARD SWALE TO
GRADES SHOWN ON THIS
~LAN. IF BUILDER IS
UNABLE TO &CHIEVE
~OSITtVE DRAINAGE AWA¥
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.
MINIMUM SETBACKS
Mit% Side = 3 Feet (5 Feet Min. one side)
Min. Reor = 20 Feet
ADO. = B Feet
114.00'
~1.33'
RESIDENC
114.00'
LOT# 6~
3,916 S,
SAN
PLOT
Section 3001'c, Block A, Lots 648 through 655,
plat thereof recorded as Instrument
the Office of the Recorder of Hamilton County, Indians.
PLAN
by:
JPrepared For:
Shoffer Enterprises
of Indiono
DdR ~ce Address:
12676 Apsley Lone