HomeMy WebLinkAbout05020019-Site Plan)TIt: BUILDER IS TO
JADE SIDEYARD SWALE TO
JADES SHOWN ON TH~S
~,N IF BUILDER iS
{ABLE TO ACHIEVE
)SI'IWE DRAINAGE AWAY
'.OM PROPOSED
RUCTURE THE ENGINEER
IALL BE CONTACTED
fi[DER iS NOT TO DEVIATE
:OM GRADES SHOWN ON
[S PLAN WITHOUT THE
)NSENT OF BOTH THE
[GINEER AND BRENWICK.
)TE: THE FINISHED
,OaR ELEVATIONS AND
kD GRADES DEPICTED ON
IlS PLOT PLAN S OPEN
~R REVIEW BY BRENWICK
:V~LOPMENT, THE BUILDER
CAUTIONED THAT SAID
--ORMATION IS SUBJECT
I CHANGE.
~NOTES LOCATION PER
INSTRUCTION PLAN
~AWINGS, CONFIRM .BEFORE
iNSTRUCTION OF 6
~,NITARY LATERAL AND
kTER SERVICE UNE,
;)TE: CONCRETE APRON TO
ATCH EXISTING ALLEY
)GE OF PAVEMENT
£VATION
J. MUD IN STREETS FROM
~,CH DAY.
ERAW BALES AND SiLT
~.NCE TO BE USED
HERE NEEDED TO KEEP
UD OFF OF STREETS AND
JT OF STORM SEWERS.
REA OF WATER TAP TO BE
ACKFILLED WITH GRANULAR
ATERIAL TO WITHN 10" OF
)P OF CURB.
REA OF WATER TAP TO BE
ESTORED TO ITS' ORIGINAL
ONDIT{ON PRIOR TO
ONS~UC~ON,
LL SERVICE LATERAL
ROSSINGS AT CURB ARE
TAMPED SA= SANITARY
EWER SS= SUBSURFACE
RAIN W= WATER
OCATION OF UTILITIES ON
"LOT PLAN ARE GENERAL
OCA1]ONS PER PLAN AND
;HOULD BE VERFIED IN THE
RANULAR BACKFILL
UGGESTED UNDER
RIVEWAY AT SANITARY
E~fER LATERAL TRENCH,
~ATER LINE TRENCH AND
~Y OTHER ~XCAVATED
!EAS. (IF SITUATION
;cuRs)
)TE: (SECONDARY AREAS
,WI~_STCLAy) M~A,X. HEIGHT:
5 ON LOTS 100 AND
~,RGER (TO EVE LINE)
LESS THAN 100' MAX.
]VERAGE: 50~
~OTE: (PRIMARY AREAS -
?_,STCLAY) MAX, HEIGHT:
50 BUILD-UP LINE: 2
~TORIES MAX. COVERAGE:
50%
~IOTE: PAD ELEVATION
SHOWN iS PER PLANS AND
S NOT THE AS-BUILT
[LEVATIDN.
qOTE: 3HE iNFORMATION
:OR THE ELEVATION
DIFFERENCE BETWEEN THE
=RIMARY FINISHED FLOOR
'-LEVATION TO THE TOP OF
3ASEMENT WALL AND TO
rile BASEMENT FiNISHED
-'LOOR WAS PROVIDED BY
rile BUILDER.
BENCHMARK LAND SERVICES, INC.
Land Surveying · Civil Engineering. Geotechnicol Engineenng. Environmental Engineering
9855 Crosspoint Blvd., Suite IlO, Indianapolis, IN 4-6256
Phone (317) 841-1506 Fax (317) 841-1507
approximate, end ore to be field
verified by the contractor.
Sonit~ry sewe~ menhdes & de,no,ts
sh~l not be within one foot
distonce of povement or concrete
ncluding ddvewo~s & sideweiks.
Odvewoys wlthh ~bdivi~on she{{ be
coflstructed of concrete or ~spholt
material,
MINIMUM $£TBACKS
NOTE:
BUILDER TO ENSURE
POSITIVE FLOW AWAY FROM
STRUCTURE.
NOTE:
SUMP TO BE PLACED BY
BUILDER AS NEEDED.
~ PROPOSED GRADE PER P
- GROUND WATER FLOW
-- -- SANITARY SEWER UNE
~ ~ STORh( SEWER UNE
· i. ., WATER UNE
..................... EASEMENT UNE
BUILDING SElSACK LiNE
LOT# 631
11,929 S.F.
.... {_S_TAN H O_PE SIRE_ET
50' R/W ~
20.33'
80.01
)erty Description:
Number 631 in Replat of Village of Westcay Section 7501-A, an Add t on n Ham ton
~ty, indiana as pe~' plat thereof recorded as Instrument Numl~er 200100050870 found in
Office of the R(~corcJer of Hami ton County, Indiana.
PL_ ~ Gordon Group
Type: Custom
SW :e
ope Street
Drawing No.
6-3189