HomeMy WebLinkAbout07020007 Site Plan
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~33 West Carmel Drive, Carmel, IN 46032
::> 317.844.3333 F 317.844.3383
www.seagroupllc.com
THIS PLOT PLAN WAS
PREPARED BASED ON
INFORMA TlON TAKEN FROM
RECORD PLATS, SUBOIVlSION
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
DISCREPANCIES.
LOCATION OF UTILITY
LATERALS ON PLOT PLAN
ARE GENERAL LOCA TlONS
PER PLAN AND SHOULD BE
VlERIFIED IN THE FIELD.
NOTE,
BUILDER TO ENSURE POSITIVE
FLOW AWAY FROM
STRUCTURE.
NOTE:
SUMP TO BE PLACEO BY
BUILDER AS NEEDED.
NOTE, CONCRETE APRON TO
MA TCH EXISTING ALLEY
EDGE OF PAVEMENT
[LEVA TlON
ALL MUO IN STREETS FROM
TRUCKS LEAVING LOT TO BE
CLEANED AT THE END OF
EACH DAY.
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
MA TERIAL TO WITHIN 10" OF
TOP OF CURB.
I AREA_OF WATER TAP._TO BE
RESTORED TO ITS' ORIGINAL
CONDITION PRIOR TO
CONSTRUCTION.
NOTE, BUILDER IS TO
GRADE SIDEYARO SWALE TO
GRADES SHOWN ON THIS
PLAN. IF BUILDER IS
UNABLE TO ACHIEVlE
POSITIVE DRAINAGE AWAY
FROM PROPOSED
STRUCTURE, THE ENCINEER
SHALL BE CONTACTEO.
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
DEVlELOPMENT. THE BUILDER
IS CAUTIONED THAT SAIQ
INFORM A TION IS SUBJECT
TO CHANGE.
100.01 PROPOSE~ GRADE PER PLAN
- GROUND WATER FLDW
__-SA/O- SANITARY SEWER LINE
_mo_...._ STORM SEWER LINE
-W'III-_- WATER LINE
------------------- EASEMENT LINE
- - - - - BUILDING SETBACK LINE
LOCA TlON OF UTILITIES ON
PLOT PLAN ARE GENERAL
LOCA TIONS PER PLAN AND
SHOULD BE VlERIFIED IN THE
FIELD.
GRANULAR BACKFILL
SUGGESTED UNDER
DRIVEWAY AT SANITARY
SEWER LA TERAL TRENCH,
WA TER LINE TRENCH AND
ANY OTHER EXCAVATED
AREAS. (IF SI TUA TlON
OCCURS)
ALL SERVlCE LATERAL
CROSSINGS A T CURB ARE
STAMPED SS= SANITARY
SEWlER 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
ELEVA TION.
DENOTES LOCATION PER
CONSTRUCTION PLAN
DRAWINGS. CONFIRM BEFORE
CONSTRUCTION OF 6"
SANITARY LATERAL AND
WA TER SERVlCE LINE.
NOTE, (SECONDARY AREAS
- WlESTCLA Y) MAX. HEIGH T,
35' ON LOTS 100' ANO
LARGER (TO EVlE LINE) 30'
ON LESS THAN 100' MAX.
COVlERAGE, 50%
MINIMUM SETBACKS
Min. Side 5 Feet or 8% Lot width @ S.L (57')
Min Rear - ?O Feet
Aaa 18% of lot width @ S.L. (12.7')
~
NOTE: THE INFORMA nON
FOR THE ELEVATION
DIFFERENCE BETWlEEN THE
PRIMARY FINISHED FLOOR
ELEVA TION TO THE TOP OF
BASEMENT WALL AND TO
THE BASEMENT FINISHED
FLOOR WAS PROVlDEO BY
THE BUILDER.
;It 'HALK ~
""';J ,
~ CURB
~ S\-\I>JiES6\JR1 RO!>.O C8~-
~50' R/W t
-=
LOTH 876
10,971 S, F,
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P. Plan
~ 550
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WALK SAN
\ Sanitary '1
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I Tc- 1.DEY
10' "'IN. 6- Per Plan
1- - ~ . SAN. LAT.
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20.79
"
I 897.51 PORCH ~
10.9'
12.79'
-~
~
~.
PROPOSED
0' ~~~D~N~~'f
FFE"'900.0
~
CRAWL
~
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B97.5 '-.... I~
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/' GARAGE
FFE"'S97.9 .........
897.5 24.67' 1897.51
I
CONC.
DRIVE
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storm Str,
Tc-8 .
Per Plan
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lroperty Description: ,$-" (, .......... ~s,;;''''-
~~ ....~C;\ST<R~... ~~
;::~...q.: 0... ('~
.ot Number 876 in the Village of Westclay, Section 1ooo4-A, an Addition in Hamilton Si?! No \(f'~
-co : . ':, ;0::
;ounty, Indiana, as per plat thereof recorded as Instrument Number 200300052519 ~ * 1 LS20200083 j * E
::>und in the Office of the Recorder of Hamilton County, Indiana. : \ ; :
~ .. STATE OF : ,
~ ('.... ...~ $
Prepored For: ~ -1 ~....~NOIA~t...:\.() ~
~"'/? SUR~\. ~"~
PLOT PLAN Homes By John McKenzie ~~
Scole: 1"=30' I Drown by: DJR Residence
Dote: Dec. 14, 2006 I Revised: Jon. 29, 2007 2365 Shoftesbury Road