HomeMy WebLinkAbout06070130 Site Plan
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NOTE: BUILDER IS TO
GRADE SIDE YARD 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 BRENWlCK.
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17lc:J S'U rv-ey;br::.s
est Carmel Drive, Carmel, IN 46032
1'.844.3333 F 317.844.33'3
'llWW .seag rou plle.eom
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loo.o.I..PROPOSED GRADE-PER PLAN
_.-
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 SEA GROUP LLC and
BRENWlCK OF ANY
DISCREP ANCIES,
LOCATION OF UTILITY
LA TERALS ON PLOT PLAN
ARE GENERAL LOCATIONS
PER PLAN AND SHOULD BE
VERIFIED IN THE FIELD.
- GROUND WATER FLOW
-...- SANITARY SEWER UNE
-""- STORM SEWER UNE
-...- WATER UNE
..hUh.__ EASEMENT UNE
- - - BUILDING SETBACK UNE
NOTE:
BUILDER TO ENSURE POSITIVE
FLOW AWAY FROM
STRUCTURE.
NOTE:
SUMP TO BE PLACED BY
BUILDER AS NEEDED,
MINIMUM SETBACKS
! - 5 Feet or 8% lot width C B I (80 Feet)
r 20 Feet
16% of lot width C B I (180 Feet)
; LOCATION PER
JCTlON PLAN
:S, CONFIRM BEFORE
JCTlON OF 6"
Y LATERAL AND
;ERVlCE LINE.
NOTE: CONCRETE APRON TO
MATCH EXISTING ALLEY
EDGE OF PAVEMENT
ELEVATION
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AREA OF WATER TAP TO BE
RESTORED TO ITS' ORIGINAL
CONDITION PRIOR TO
CONSTRUCTION.
:RVlCE LATERAL
INGS AT CURB ARE
ED SS= SANITARY
SD= SUBSURFACE
W= WATER
AREA OF WATER TAP TO BE
BACKFILLED WITH GRANULAR
MATERIAL TO WITHIN 10" OF
TOP OF CURB.
(PRIMARY AREAS -
:LAY) MAX, HEIGHT:
JILD-UP LINE: 2
,S MAX. COVERAGE:
ALL MUD IN STREETS FROM
TRUCKS LEAVING LOT TO BE
CLEANED AT THE END OF
EACH DAY.
LOT# 18
19.583 S.F.
~rty Description:
umber 18 in the Village of Westclay, Section 9003, an Addition in Hamilton County,
la, as per plat thereof recorded as Instrument Number 200600000421 found in
ffice of the Recorder of Haminon County, Indiana.
PLOT PLAN
Prepared For:
Kent Shaffer
Builders. Inc.
Residence:
Ie: 1"=30'
e: Morch 29. 2006
T Drown by: DJR
I Revised:
Birkenheod Street
LOCATION OF UTILITIES ON
PLOT PLAN ARE GENERAL
LOCATIONS PER PLAN AND
SHOULD BE VERIFIED IN TH
FIELD.
GRANULAR BACKFILL
SUGGESTED UNDER
DRIVEWAY AT SANITARY
SE~R LATERAL TRENCH,
WA TER LINE TRENCH AND
ANY OTHER EXCAVATED
AREAS. (IF SITUATION
OCCURS)
NOTE: (SECONDARY AREA:
- ~STCLAY) MAX. HEIGHT
3S' ON LOTS 100' AND
LARGER (TO EVE LINE) 30'
ON LESS THAN 100' MAX.
COVERAGE: SOX
NOTE: THE INFORMATION
FOR THE ELEVATION
DIFFERENCE BET~EN THE
PRIMARY FINISHED FLOOR
ELEVA TlON TO THE TOP OF
BASEMENT WALL AND TO
THE BASEMENT FINISHED
FLOOR WAS PROVIDED BY
THE BUILDER.
NOTE: THE FINISHED
FLOOR ELEVATIONS AND
PAD GRADES DEPICTED ON
THIS PLOT PLAN IS OPEN
FOR REVIEW BY BRENWlCK
DEVELOPMENT. THE BUILDE~
IS CAUTIONED THAT SAID
INFORMATION IS SUBJECT
TO CHANGE.
NOTE: PAD ELEVATION
SHOWN IS PER PLANS ANC
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.