HomeMy WebLinkAbout05020122-Site Plan BENCHMARK LAND SERV!.CES, INC.
Land Surveying · Civil Engineering · Geotechnicol Engineering Environmental Engineering
............. 9855 Crossooint Blvd., Suite 110, Indionopolls, IN 46256
BUILDER MUST CO~PLY WiTH ALL Phone '~17i R41-1506 Fax (317) 841-1507
ORDINANCES GOVERNING .........
& SEDIMENT CONTROL ~rdi.~.ce Z-330
~ri~y ~ea f Small Lot
tOTE: BUILDER IS TO
;RADE SIDEYARD SWALE TO
;RADES SHOWN ON THIS
~LAN. IF BUILDER IS
JNABLE TO ACHIEVE
~OSlTIVE DRAINAGE AWAY
'ROM PROPOSED
~TRUCTURE, THE ENGINEER
~HALL BE CONTACTED.
]UILDER IS NOT TO DEVIATE
"ROM GRADES SHOWN ON
rills PLAN WITHOUT THE
~ONSENT OF BOTH THE
ENGINEER AND BRENWtCK.
qOTE: THE FINISHED
=LOOR ELEVATIONS AND
~AD GRADES DEPICTED ON
THIS PLOT PLAN IS OPEN
:OR REVIEW BY BRENWtCK
3EVELOPMENT, THE BUILDER
S CAUTIONED THAT SAID
NFORMATION ~S SUBJECT
'fo CHANGE.
DENOTES LOCATION PER
CONSTRUCTION PLAN
DRAWINGS. CONFIRM BEFORE
CONSTRUCTION OF 6"
SANITARY LATERAL AND
WATER SERVICE LINE,
No'rE: CONCRETE APRON TO
MATCH EXISTING ALLEY
EDGE OF PAVEMENT
--LEVAT!ON _
Sonitor;/ sewer interel locations ore
epproximete, end ere to be field
verified by the contractor.
Sanitary ~wer monhdes & deqnou,ts.
sholl not be within me foot horrzonmt
distance of pavement or concrete
including driveways & sidewalks.
Driveways within subdivision sh011 be I
constructed of concrete er os~holt
materia ]
ingle Family Detached Dwelling
inimura Yard Dimensions-~-
~uild-To-Line: t0 feet
Front Yard: 13 feet Min. 25 feet Max.
Side Yard: 5 feet one side only
20% aggregate
ge~L~ard: none
MINIMUM~E~ACKS
Min~ S"~de~- ~~''~n°ne side Min, 5 Feet
APPROX. EDGE OF
NOTE:
SUMP TO BE =LACED BY
BUILDER AS NEEDED.
54.32'
LOT# 58?
oROPOSED
FFE OF EXISTING
RESIDENCE:904.7
~ 16.O0'
~ PROPOSED GRADE
GROUND WATER FU
. -- SANITARY SEVER L
~ -- STORM SEWER UN[
. -- WATER LINE
..................... EASEMENT LINE
_ BUILDING SE~ACK
(901.55~
RETEN~ON
AREA
MAY BE
24.00'
GARAGE LO
FFE:903-2
CRAWL
BLrELDE!;
PROPOSE[
FFE OF EXIS
RESIDENCE=~
ALL SERVICE LATERAL
CROSSINGS AT CURB ARE
STAMPED ~ SANITARY~
SEWER .~SUBSURFACE~ ~
DRAIN W-- WATER
LOCATION OF UTIUTIES ON
PLOT PLAN ARE GENERAL
LOCATIONS PER PLAN AND
SHOULD BE VERFIED IN THE
FIELD.
GRANULAR BACKFILL
SUGGESTED UNDER
DRIVEWAY AT SANITARY
SEWER LATERAL TRENCH,
WATER LiNE TRENCH AND
ANY OTHER EXCAVATED
AREAS, (iF SITUATION
OCCURS)
~1,~: (SECOND~~'J~REAS
- ~',.~TCLAY~'"'I~X, HEIGHT:
3§' ON~I~I~' 100' AND
LA~R'"(T~'~,,~E LINE) 30'
.¢,0'1~ LES S - TH A N'"'I'G,O' MAX,
COVERAGE: 50%
NOTE: (PRIMARY AREAS -
WESTCLAY) MAX, HEIGHT:
50' BUILD-UP LINE: 2
STORIES MAX. COVERAGE:
50%
NOTE: PAD ELEVATION
SHOWN IS PER PLANS AND
IS NOT THE AS-BUILT
ELEVATION.
NOTE: THE NFORMATION
FOR THE ELEVATION
DIFFERENCE BE'PIVEEN THE
PRIMARY FINISHED FLOOR
ELEVATION TO THE TOP OF
BASEMENT WALL AND TO
THE BASEMENT FINISHED
FLOOR WAS PROVIDED BY
THE BUILDER,
SANITARY STR
_ TC=901.00
PER ~LAN
RESIDENCE/"
FFE=903,2
BSMT
FFE:893.2±
/" 17.53'
PORCH
LATERAL
LOT LiN~:
/
CURB
COMMONS P. / 6 EBE
90'R
'roperty Description:
ot Number 587 in Village of Westclay, Section 8501, an
~dition 'n Hamilton County, Indiana as per ~lat thereof
~corded as Instrument Number 200100050871 found in the
fffice of the Recorder of Hamilton County, Indiano.
WALK
CURB
- i-Y-
A.
BUILDER TO ]NSqP, LL A
TEMPORARY CONSTRUCTION
PLOT PLAN
Duse Type: Custom
Scale
Date:
Drawn by:. DJR
For: s:^m'~ DiSTk RGANC i ACTIVITY
Wright Building Corp.
Residence
2276 Glebe Street
Drawing No.
6-2796
TBM -