HomeMy WebLinkAbout05120118-Site Plan rvo yo rs
317.844.3333 F 317.844.3383
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THIS ~LOT PLAN WAS
PREPARED BASED ON
iNFORMATiON TAKEN FROM
RECORD PLATS, SUBDIVISION
PLANS, RECORD DRA~INGS
AND PLANS PROVIDED BY
CUENT. ~T 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.
LOCATION OF UTILITY
LATERALS ON PLOT PLAN
ARE GENERAL LOCATIONS
PER PLAN AND SHOULD BE
VERIFIED IN THE =IELD,
NOTE:
BUILDER TO ENSURE POSITIVE
FLOW AWAY FRO~
STRUCTURE.
NOTE:
SUMP TO BE PLACED BY
BUILDER AS NEEDED
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 LATERALTRENCH,
WATER LINE TRENCH AND
ANY OTHER EXCAVATED
AREAS, (IF SITUATION
OCCURS)
NOTE: (SECONDARY AREAS
- ~STCLA~ MAX. HEIGHT:
35' ON LOTS 100' AND
LARGER (TO EVELINE) 50'
ON LESS THAN lO0' MAX.
COVERAGE: 50~
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.
AREA OF WATER TAP TO 8E
RESTORED TO ITS' ORIGINAL
CONDITION PRIOR TO
CONSTRUCTION.
ALL SERVICE LATERAL
CROSSINGS AT CURB ARE
STAMPED SS= SANITARY
SEWER SD-- SUBSURFACE
DRAIN W= WATER
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.
SILT FENCE TO BE USED
WHERE NEEDED TO KEEP
MUD OFF OF STREETS AND
OUT OF STORM SE~RS.
AREA OF WATER TAP TO BE
BACKFILLED V~TH GRANULAR
MATERIAL TO W1THIN 10" OF
TOP OF CURB.
PROPOSED GRADE PeR PLAN
GROUND WATER FLOW
SANITARY SEWER UNE
STORM SEYfER LINE
WATER UNE
EASEMENT UNE
BUILDING SETBACK UNE
24. C
25,67'
34.67'
I
I
160.00' ~
CONC~
NOTE: BUILDER IS TO
GRADE SIDEYARD SWALE TO
GRADES SHOWN ON THIS
=LAN. F BUILDER ~S
UNABLE TO ACHIEVE
=OSITIVE DRAINAGE ~WAY
=ROM 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
~OR REVIEW BY BRENWICK
DEVELOPMENT. THE BUILDER
S CAUTIONED THAT SAID
INFORMATION IS SUBJEC~
ro 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 ~AVEMENT
ELEVATION
ALL MUD ~N STREETS FROM
TRUCKS LEAVING LOT TO BE
CLEANED AT THE END OF
EACH DAY.
MINIMUM SETBACKS J
I Min, Side -- 5 Feet or 8% Lot width ~ B.L (8.0 Feet)]
AMian~. F=ea;*8~ o2fOIoFteewtidth $ B.L, (18,0 Feet'
LOT# 822
15,340 S.F.
LBLOCK
COMMONS
PLOT PLAN
;cole: 1"=30'
)ate: Sept. 22, 2005
an Ad¢~tion in Hamilton
Number 200400075938
of Hamilton County, Indi&ne-
lPrepared For:
dOcoby Homes
Drown by: DJR ~esidence
Revised: 11-30-05 982 Finchley Rood