HomeMy WebLinkAbout06020086 Site Plan
G ro U ,II
In c:I S LI rV'E3YC> rs
1dustrial Drive, Carmel, IN 46032
7.844.3333 F 317.844.3383
www.seagroupllc.com
)T PLAN WAS
:D BASED ON
TlON TAKEN FROM
PLATS. SUBDIVISION
,ECORD DRA\I1NGS
,ANS PROVIDED BY
IT IS THE
ilBIUTY OF THE
:TOR TO VERIFY SITE
iNS PRIOR TO
ICTlON AND NOTIFY
A GROUP LLC and
K OF ANY
INCIES.
~ OF UTlUTY
S ON PLOT PLAN
ERAL LOCATIONS
N AND SHOULD BE
IN THE FIELD.
TO ENSURE POSITIVE
'AY FROM
RE.
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-SAN
SANITARY STIR.
TC=B96.94
PER REC. DWG.
NOTE: (SECONDARY AREAS NOTE: PAD ELEVATION
- WESTCLA Y) MAX, HEIGHT: SHOWN IS PER PLANS AND
35' ON LOTS 100' AND IS NOT THE AS-BUILT
LARGER (TO EVE UNE) 30' ELEVATION.
ON LESS THAN 100' MAX.
COVERAGE: 50% NOTE: THE INFORMATION
FOR THE ELEVATION
NOTE: (PRIMARY AREAS - DIFFERENCE BETWEEN THE
WESTCLA Y) MAX. HEIGHT: PRIMARY FINISHED FLOOR
30' BUILD-UP UNE: 2 ELEVATION TO THE TOP OF
STORIES MAX. COVERAGE: BASEMENT WALL AND TO
50% THE BASEMENT FINISHED
FLOOR WAS PROVIDED BY
ALL MUD IN STlREETS FROM THE BUILDER,
TlRUCKS LEAVING LOT TO BE
CLEANED AT THE END OF NOTE: THE FINISHED
EACH DAY.
FLOOR NS AND
LOCATION OF UTlUTlES ON
PLOT PLAN ARE GENERAL
LOCATIONS PER PLAN AND
SHOULD BE VERIFIED IN THE
FIELD.
GRANULAR BACKFiLL
SUGGESTED UNDER
DRIVEWAY AT SANITARY
SEWER LATERAL TlRENCH,
WATER UNE TlRENCH AND
ANY OTHER EXCAVATED
AREAS, (IF SITUATION
OCCURS)
DENOTES LOCATION PER
CONSTlRUCTlON PLAN
DRA\I1NGS. CONFIRM BEFORE
CONSTlRUCTlON OF 6"
SANITARY LATERAL AND
WATER SERVICE UNE.
NOTE: CONCRETE APRON TO
MATCH EXISTING ALLEY
EDGE OF PAVEMENT
ELEVATION
100.0 I PROPOSED GRADE F
- GROUND WATER FLO
-,..-,..- SANITARY SEWER UI
-""-""- STORM SEWER UNE
-W1'It-W1'It- WATER UNE
---------------- EASEMENT UNE
- - - - BUILDING SETBACK I
ELEVATlO
PAD GRADES DEPICTED ON
THIS PLOT PLAN IS OPEN
FOR REVIEW BY BREN\I1CK
DEVELOPMENT, THE BUILDER
is CAUTIONED THAT SAID
INFORMATION IS SUBJECT
TO CHANGE.
SILT FENCE TO BE USED
\\1HERE NEEDED TO KEEP
MUD OFF OF STlREETS AND
OUT OF STORM SEWERS,
AREA OF WATER TAP TO BE
BACKFILLED \11TH GRANULAR
MATERiAL TO \I1THIN 10" OF
TOP OF CURB.
NOTE: BUILDER IS TO
GRADE SIDEYARD SWALE TO
GRADES SHOWN ON THIS
PLAN. IF BUILDER IS
UNABLE TO ACHIEVE
POSITIVE DRAINAGE AWAY
FROM PROPOSED
STlRUCTURE, THE ENGINEER
SHALL BE CONTACTED,
BUILDER IS NOT TO DEVIATE
FROM GRADES SHOWN ON
THIS PLAN \I1THOUT THE
CONSENT OF BOTH THE
ENGINEER AND BREN\I1CK.
I::. ~~; ;l~~;;::,",.:.E;~:::K;~,
AREA OF WATER TAP TO BE
RESTORED TO ITS' ORIGINAL
CONDITION PRIOR TO
CONSTlRUCTlON.
ALL SERVICE LATERAL
CROSSINGS AT CURB ARE
STAMPED SS= SANITARY
SEWER SD= SUBSURFACE
DRAIN W= WATER
NOTE:
SUMP TO BE PLACED BY
BUILDER AS NEEDED.
~ '<-j-""-- -
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1OT#
3,916
" 114.00'
1897.71
~ ~
- -
897,5 / ww / ww 4.0'1 895.71
78.67' 896, 12,0' 0 W
I I Vl
PROPOSED Vl :z:
I CRAWL I m
FRM & MSY IY <J:::
I I ::> :s:
13.33' RESIDENCE '" u -1 ..............
FFE=899,2 -.J '"
BSMT 2,00' <( ~ >- ~
PORCH N FFE=889.2:1: 3:
0 W
o. ...-.J 0
39,33' (f) L.O
I 897,51 \ \ I 896.716.4, 0-
<J:::
,2 114.00' 01
1 i2 I
GARAGE
FFE=898.1
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o
0.
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SAN-
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ty Description: ". -0) : . ~ ;:o~
!"o:l ~ * j LS20200083 j *
., :. ~ : ;
mber 649 in Village: of Westclay, Section 3001-C, Block A, Lots 648 through 655, ;. \ STATE or l: ~
lition in Hamilton County, Indiana. ~8 per plat thereof recorded as Instrument ~ ('.... ....~ ~
~ -</. ....INDI...l\~.... \:), *
r 200200086599 found in the Offige of the Recorder of Hamilton;County, Indiana ~ /jIO ............'t." ~
~"1. '. SUR'l \\"",
, 1"'''"111\'''\
"
Prepored For: ~~
PLOT PLAN Shaffer Enterprises
of Indiana
. 1"=20' I Drawn by: DJR Residence Address:
Feb. 16, 2006 . I Revised: 12640 Apsley Lane ,