HomeMy WebLinkAbout06060052 Site Plan
Grou
, II
LC3nc:l SL.lrV"t3y~rs
511 Industrial Drive, Carmel, IN 46032
P 317.844.3333 F 317.844.3383
wvvvv.seagroupllc.com
100.01 PROPOSED GRADE PER PLAN
- GROUND WAlER FLOW
-,",-,",- SANITARY SEWER LINE
-""-""- STORM SEWER LINE
-...-...- WAlER LINE
---------------- EASEMENT LINE
- - - BUILDING SETBACK LINE
MINIMUM SETBACKS
Min Side 5 FAet or A% lot width ftI A L (72 Feet)
Min Rear 20 Feet
Aao 18% of lot width @ 8.L (163 Feet)
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
CONDITlONS PRIOR TO
CONSTRUCTION AND NOTIFY
THE SEA GROUP LLC and
BRENWlCK OF ANY
DISCREPANCIES.
LOCATION OF UTILITY
LATERALS ON PLOT PLAN
ARE GENERAL LOCATIONS
PER PLAN AND SHOULD BE
VERIFIED IN THE FIELD.
NOTE:
BUILDER TO ENSURE POSITlVE
FLOW AWAY FROM
STRUCTURE.
NOTE:
SUMP TO BE PLACED BY
BUILDER AS NEEDED.
AREA OF WATER TAP TO BE
RESTORED TO ITS' ORIGINAL
CONDITlON 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 SEWERS.
AREA OF WATER TAP TO BE
BACKFILLED WITH GRANULAR
MATERIAL TO WITHIN 10" OF
TOP OF CURB.
ALL MUD IN STREETS FROM
TRUCKS LEAVING LOT TO BE
CLEANED AT THE END OF
EACH DAY.
"
Of
I
NOTE: BUILDER IS TO
GRADE SIOEYARD SWALE TO
GRADES SHOWN ON THIS
PLAN. IF BUILDER IS
UNABLE TO ACHIEVE
POSITlVE 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 BRENWlCK.
NOTE: THE FINISHED
FLOOR ELEVATIONS AND
PAD GRADES DEPICTED ON
THIS PLOT PLAN IS OPEN
FOR REVIEW BY BRENWlCK
DEVELOPMENT. THE BUILDER
IS CAUTIONED THAT SAID
INFORM A TION 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
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,
WA TER 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: 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.
LOT# 835
18,407 S.F.
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:lroperty Description: ~,'t~~~9...'!/s
~~ .....GISTEI;>"....
S'< ....~~ <'c'
_ot Number 835 in the Village of Westclay, Section 10002, an Addition in Hamilton ~~:' No
:::ounty, Indiana, as per plat thereof recorded as Instrument Number 200400075938 -0). .
E * i LS2020008.
Ound in the Office of the Recorder of Hamilton County, Indiana - .
~ \. STATE OF
~ ('"
Prepared For: ~ -<1........NDIAll".....
~ ,yD ............,,-4
PLOT PLAN Woodall Construction ~"l SUR\!!
7111",,",,\\\~
Scale: '''-30' I Drawn by. DJR Residence: ~~
Date: Feb. 10, 2006 IRevised: 12085 Leighton Court