HomeMy WebLinkAbout06110109 Site Plan
G ro u
nc::l SLJ rV'E3yc>rS
1St Carmel Drive, Carmel, IN 46032
.844.3333 F 317.844.3383
rww.seagroupllc.com
.OT PLAN WAS
lED BASED ON
A TION TAKEN FROM
) PLATS, SUBDI>,1SION
RECORD DRA\I1NGS
'LANS PRO>,1DED BY
IT IS THE
~SIBILlTY OF THE
\CTOR TO VERIFY SITE
IONS PRIOR TO
IUCTION AND NOTIFY
E A GROUP LLC and
CK OF ANY
'ANCIES.
IN OF UTILITY
LS ON PLOT PLAN
NERAL LOCATIONS
AN AND SHOULD BE
D IN THE FIELD.
l TO ENSURE POSITIVE
,WAY FROM
URE.
\
\
CONCRETE APRON TO
EXISTING ALLEY
>F PAVEMENT
ION
D IN STlREETS FROM
, LEA>,1NG LOT TO BE
D AT THE END OF
lAY.
NCE TO BE USED
NEEDED TO KEEP
F OF STlREETS AND
STORM SEWERS.
IF WATER TAP TO BE
.LED \11TH GRANULAR
\L TO \I1THIN 10" OF
CURB.
IF WATER TAP TO BE
ED TO ITS' ORIGINAL
ON PRIOR TO
:UCTION.
,>,1CE LATERAL
~GS AT CURB ARE
D SS~ SANITARY
SD= SUBSURFACE
N~ WATER
100.01 PROPOSED GRADE PER PLAN
GROUND WATER FLOW
-SllN-SNrl- SANITARY SEWER UNE
-SN-snl- STORtJ SEWER UNE
-WfR-WTR- WATER UNE
---------------- EASEMENT LINE
- - - - BUILDING SETBACK UNE
NOTE: (SECONDARY AREAS
- \\1ESTCLAY) MAX. HEIGHT:
35' ON LOTS 1 DO' AND
LARGER (TO EVE LINE) 3D'
ON LESS THAN 100' MAX.
COVERAGE: SOli
NOTE: (PRIMARY AREAS -
WESTCLA Y) MAX. HEIGHT:
30' BUILD-UP LINE: 2
STORIES MAX. COVERAGE:
SOli
NOTE: PAD ELEVATION
SHO\\1N IS PER PLANS AND
IS NOT THE AS-BUILT
ELEVATION.
LOCA TION OF UTILITIES ON
PLOT PLAN ARE GENERAL
LOCATIONS PER PLAN AND
SHOULD BE VERIFIED IN THE
FlELD.
NOTE:
SUMP TO BE PLACED BY
BUILDER AS NEEDED.
DENOTES LOCATION PER
CONSTlRUCTION PLAN
DRA\I1NGS. CONFIRM BEFORE
CONSTlRUCTION OF 6"
SANITARY LATERAL AND
WATER SER>,1CE LINE.
BLOCK uH"
COMMONS
DU&:SE
PA'"
177.72' ""'-
"'" "'"
"'"
"'" "'"
CURB
\
/
/4
"'"
"'"
Storm str.
Tc-889.-40
Per Plan
'i(88940J
Storm str.
T<:-889.-40
fir PIon
HOURGLASS ORliE
- 50' R/W
16~~
(890.86)
CURB
wNJ<
SAN-
SAN
"-
~
20.0'
=
21,61' ;,.
\
\
~
-t
~
1 -(0206)
SAHITAR'l' 5'...,
tc-891.50
....PL>l'l
!'
I
(76')
MINIMUM SETBACKS
e = 5 Feet or 8% lot width C B L
Jr 20 Feet
..la% of lot width C 8 L (17 1')
....,
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 PRO>,1DED BY
THE BUILDER.
GRANULAR BACKFILL
SUGGESTED UNDER
DRIVEWAY AT SANITARY
SEWER LATERAL TlRENCH,
WATER LINE TlRENCH AND
ANY OTHER EXCAVATED
AREAS. (IF SITUATION
OCCURS)
NOTE: THE FINISHED
FLOOR ELEVATIONS AND
PAD GRADES DEPICTED ON
THIS PLOT PLAN IS OPEN
FOR RE>,1EW BY BREN\I1CK
DEVELOPMENT. THE BUILDER
IS CAUTIONED THAT SAID
INFORMATION IS SUBJECT
TO CHANGE.
~
LOTH 276
17,062 S.F.
(891.77)
20' OU&:SE
20'~
NOTE: BUILDER IS TO
GRADE SIDEYARD SWALE TO
GRADES SHO\\1N ON THIS
PLAN. IF BUILDER IS
UNABLE TO ACHIEVE
POSITIVE DRAINAGE AWAY
FROM PROPOSED
STlRUCTURE, THE ENGINEER
SHALL BE CONTACTED.
BUILDER IS NOT TO DE>,1A TE
FROM GRADES SHO\\1N ON
THIS PLAN \I1THOUT THE
CONSENT OF BOTH THE
ENGINEER AND BREN\I1CK.
1y Description:
lber 276 Village of Westclay, Section V02-B, an Addition in Hamilton County,
as per plat thereof recorded as Instrument Number 200600042602 found in
:e of the Recorder of Hamilton County, Indiana.
PLOT PLAN
1"=30'
Oct. 26, 2006
Drown by: DJR
Prepored For:
D.B, Klain Builders, LLC
Residence
12749 Porson's Gate
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