HomeMy WebLinkAbout07120103 Site Plan° Group
end Surveyors
West Carmel Drive, Carmel, IN 46032
17.844.3333 F 317.844.3383
www-§eagrotjpllc.com
00.0 PROPOSED GRADE PEP. PLAN
GROUND WATER ROW
- SANITARY SEWER LINE
mrn- STORM SEWER LINE
' WATER UNE
------------- EASEMENT LINE
BUILDING SETBACK TUNE
MINIMUM SETBACKS
Tide = 5 Feet or 8% Let width 0 B ,L. (8.0 Feet)
'ear = 20 Feel
= 18% of lot width ® 8.L (18.0 Feel)
PLOT PLAN WAS
NOTE:
ARED BASED ON BUILDER TO ENSURE POSITIVE
MATION TAKEN FROM FLOW AWAY FROM
2D PLATS, SUBDIVISION
RECORD DRAWINGS
3 STRUCTURE.
,
PLANS PROVIDED BY
T. IT IS THE NOTE:
)NSIBILITY OF THE SUMP TO BE PLACED BY
2ACTOR TO VERIFY SITE BUILDER AS NEEDED.
TIONS PRIOR TO
(RUCTION AND NOTIFY
/
ANY OTHER LXC.AVA.ItU
AREAS. (IF SITUATION
OCCURS)
LOCATION OF UTILITIES ON AREA OF WATER TAP TO BE
PLOT PLAN ARE GENERAL RESTORED TO ITS' ORIGINAL
LOCATIONS PER PLAN AND CONDITION PRIOR TO
SHOULD BE VERIFIED IN THE CONSTRUCTION.
FIELD.
ALL SERVICE LATERAL
NOTE: (SECONDARY AREAS
- W:STCLAY) 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 EY
THE BUILDER-
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I E A. GROUP LLC anc Stern St'.
T<-666.00
WCK OF ANY ?er Plan,g
EPANCIES. /
ION OF UTILITY
ALS ON PLOT PLAN
IENERAL LOCATIONS
LAN AND SHOULD BE
ED IN THE FIELD.
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CROSSINGS AT CURB ARE
STAMPED SS= SANITARY
SEWER SD= SUBSURFACE
GRAIN 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
BA.CKFILLED WITH GRANULAR
MATERIAL TO WITHIN 1G" OF
TOP OF CURB.
\e• LOT# 846
38.33'
Per
ED
NSY
s
SSMT
FFE-886.1 Y
2
3.3
2 3 , 3
/ 31.67' c 897.6 DH WE
09 9 \
.!!! 17.2' /
0.C O
'W
;rty Description:
umber 846 in the Village of Westday, Section 10002, an Addition in Hamilton
ty, Indiana, as per plat thereof recorded as Instrument Number 200400075938
1 in the Office of the Recorder of Hamilton County, Indiana.
PLOT PLAN
Ile: !"=30'
e: Dec. 17, 2007
Drown by DJR
Revised:
I
SET
PROPO
FRN h
AESF]ER
FF<=896
33'
PORCH
Prepared =or:
Woodall Construction
Residence:
12004 Leighton Court
28;257 S.F.
`p92
o° 893.6
c
San. SV.(4
1 33
.Tr-892.60
o i? Plon O
3'3U ? MIN
SAN. LAL1 /
z.
15.9"
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M1TR (
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.
BUILOER'IS NOT TO DEVIATE
FROM GRADES SHOWN ON
THIS PLAN WITHOUT THE
CONSENT OF BOTH THE
ENGINEER AND BP,ENWICK.
FLOOR ELEVATIONS AND
PAD GRADES DEPICTED ON
THIS PLOT PLAN IS OPEN
FOR REVIEW BY BRENYACK
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
A.LI IAUO IN STREETS FROM
TRUCKS LEAVING LOT TO BE
CLEANED AT THE END OF
EACH DAY.
>hy,
9° c
v°
SP'
6
BLOCK
/ 10.86' 26.36'
50' R/W
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c * ; LS20200083
STATE OF
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