HomeMy WebLinkAbout04120077 Site Plan
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THE FINISHED
l ELEVA TlONS AND
~RADES DEPICllED ON
PLOT PLAN IS OPEN
lEVlEW BY BREN~CK
.OPMENT. THE BUILDER
UTlONED THAT SAID
MA TlON IS SUBJECT
1ANGE.
IPROPOSED GRADE
CONCREllE APRON TO
, EXISTlNG ALLEY
OF PAVEMENT
,TlON
ION PER
RUCTlON PLAN
'GS. CONFIRM BEFORE
RUCTlON OF o.
\RY LA llERAL AND
SERVICE LINE.
UD IN STREETS FROM
S LEAVING LOT TO BE
ED AT THE END OF
DAY.
I BALES AND SILT
TO BE USED
: NEEDED TO KEEP
)FF OF STREETS AND
IF STORM SEWERS.
OF WAllER TAP TO BE
lLLED ~TH GRANULAR
,IAL TO ~THIN 10. OF
>F CURB.
OF WAllER TAP TO BE
iRED TO ITS' ORIGINAL
TlON PRIOR TO
rRUCTlON.
ERVlCE LATERAL
ilNGS AT CURB ARE
'ED SA= SANITARY
1 SS= SUBSURFACE
W= WAllER
'LOT PLAN WAS
~RED BASED ON
MATlON TAKEN FROM
lD PLATS, SUBDIVISION
5, RECORD DRA~NGS
PLANS PROVIDED BY
T. IT IS THE
)NSIBILlTY OF THE
~ACTOR' TO VERIFY
~ONDlTlONS PRIOR TO
TRUCTlON AND NOTlFY
1MARK LAND SERVICES
3REN~CK
.OPMENT OF ANY
EPANCIES.
TON OF UTlLlTlES ON
PLAN ARE GENERAL
lONS PER PLAN AND
.D BE VERFIED IN THE
JLAR BACKFILL
,STED UNDER
WAY AT SANITARY
l LAllERAL TRENCH,
l LINE TRENCH AND
)THER EXCAVAllED
5. (IF SITlUA TlON
~S)
(SECONDARY AREAS
STCLA Y) MAX. HEIGHT:
N LOTS 100' AND
,R (TO EVE LINE) 30'
,SS THAN 100' MAX.
~AGE: 50%
(PRIMARY AREAS -
:LA Y) MAX. HEIGHT:
UILD-UP LINE: 2
ES MAX. COVERAGE:
PAD ELEVATlON
N IS PER PLANS AND
T THE AS-BUILT
loTION.
THE INFORMA TlON
fHE ELEVATlON
RENCE BE~EN THE
,RY FINISHED FLOOR
\ TlON TO THE TOP OF
~ENT WALL AND TO
3ASEMENT FINISHED
l WAS PROVIDED BY
3UILlJER.
BENCHMARK LAND SERVICES, INC.
Land Surveying . Civil Engineering' Geotechnical Engineering' Environmental Engineering
9855 Crosspoint Blvd., Suite 110, Indianapolis, IN 46256
Phone (317) 841-1506 Fox (317) 841-1507
NOllE: BUILlJER IS TO
GRADE SIDEYARD SWALE TO
GRADES SHOWN ON THIS
PLAN. IF BUILDER IS
UNABLE TO ACHiEVE
POSlTlVE DRAINAGE AWAY
FROM PROPOSED
STRUCTlURE. THE ENGINEER
SHALL BE CONTACllED. 100.0 I PROPDSED GRADE PER PLAN
BUILDER is NOT TO DEVlA llE
FROM GRADES SHOWN ON - GROUND WATER FLOW
THIS PLAN ~THOUT THE
CONSENT OF BOTH THE -IWI-IWI- SANITARY SEWER UNE
ENGINEER AND BREN~CK. _!I'l\I_ITII_ STORM SEWER UNE
------ WATER LINE
MINIMUM SETBACKS --------------------- EASEMENT LINE
Min Side - 58 Feet 8% lot width at BI ------ BUiLDING SETBACK LINE
Min Rp.or 25 Feet
Ac;lo 13 Feet 18% lot width at Al
NOllE:
BUILDER TO ENSURE
POSlTlVE FLOW AWAY FROM
STRUCTlURE.
NOllE:
SUMP TO BE PLACED BY
BUILDER AS NEEDED.
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uL ~S'cd
lerty Description:
Number 395 in villoge of Westclay, Section AG02, an Addition in Hamilton County,
Inc, cs per plct thereof recorded as Instrument Number 200300041585 found in the
e of the Recorder of Hamilton County, Indiana.
PLOT PLAN
Prepared For:
Woodall Construction
s Type: Custom
Scale: ,"=30'
Dcte: December 10, 2004
I Drcwn by: DJR
lRevised:
Residence
1865 Horseguard Close
Drawing No.
6-2967