HomeMy WebLinkAbout05080246-Site Plan u ~eyors
Industrial Drive, Carmel, IN 46032
17.844.3333 F 317.844.3383
www.seagroupllo.oom
S PLOT PLAN WAS
"-PARED RASED ON
ORMATION TAKEN FROM
~ORD PLATS, SUBDIVISION
~,NS, RECORD DRAWINGS
3 PLANS PROVIDED BY
ENT, IT IS THE
~PONSIBILITY OF THE
N]RACTOR TO VERIFY SITE
NDITIONS PRIOR TO
NS]RUCTION AND NOTIFY
~. S E A GROUP LLC OhO
:-NWICK OF ANY
CREPANCIES.
~'ATION OF UTILITY
FERALS ON PLOT PLAN
: GENERAL LOCATIONS
;~ PLAN AND SHOULD BE
~IFIED IN THE FIELD,
LDER TO ENSURE POSITIVE
)W AWAY FROM
~UCTORE.
dP TO BE PLACED BY
LDER AS NEEDED.
TE: BUILDER IS TO
~,DE S DEYARD SWALE TO
~,DES SHOVel ON ]'HIS
tN. IF BUILDER IS
ABLE TO ACHIEVE
~ITIVE DRAINAGE Away
)M PROPOSED
~UCTURE. THE ENGINEER
~.LL BE CONTACTED.
LDER IS NOT TO DEVIATE
)M GRADES SHOWN ON
S PLAN WITHOUT THE
NSENT OF BOTH THE
~INEER AND BRENWICK.
TE: THE FINISHED
}OR ELEVATIONS AND
D GRADES DEPICTED ON
S PLOT PLAN IS OPEN
R REVIEW RY BREN~ICK
VELOPMENT. THE BUILDER
CAUTIONED THAT SAID
'ORMAT~ON IS SUBJECT
CHANGE.
NOTES LOCATION PER
NS]RUCTION PLAN
AWINGS. CONFRM .,BEFORE
NS]RUCTION OF 6
NITARY LATERAL AND
Tlr SERVICE LINE,
TE: CONCRETE APRON TO
TCH EXISTING ALLEY
3E OF PAVEMENT
'_'VATION
. MUD IN STREETS FROM
.,JCKS LEAVING LOT TO BE
[ANED AT THE END OF
~H DAY.
T FENCE TO BE USEO
ERE NEEDED TO KEEP
D OFF OF STREETS AND
T OF STORM SEWERS.
Ea OF WATER TAP TO BE
CKFILLED WITH GRANULAR
TERIaL TO WITHIN 10" OF
~ OF CURB.
PROPOSED GRADE PER PLAN
(~OUND WATER FLOW
SANITARY SEI/~R LINE
STORM SE~ER LINE
WATER LINE
EASEMENT UNE
BUILDING SE]BACK LINE
LOCATION OF U~LITIES ON
PLOT PLAN ARE GENERAL
LOCATIONS PER PLAN AND
SHOULD BE VERIRED IN THE
FIELD.
GRANULAR BACKRLL
SUGGESTED UNDER
DRIVEWAY AT SANITARY
SEWER LATERAL TRENCH,
WATER UNE TRENCH AND
ANY OTHER EXCAVATED
AREAS. (iF SITUATION
OCCURS)
NOTE: (SECONDARY AREAS
- .WESTCLAY) MA~. HEIGHT:
~5 ON LOTS 100 AND ,
LARGER (TO EVE UNE) ~0
ON LESS THAN 100' MAX.
COVERAGE: 50~
NOTE: (PRIMARY AREAS
WE,STCLAY) MAX. HEIGHT:
30 BUILD-UP LINE: 2
STORIES MAX. COVERAGE:
50~
NOTE: PAD ELEVATION
SHOWN IS PER PLANS AND
IS NOT THE ASIBUILT
ELEVATION.
NOTE: THE INFORMATION
FOR THE ELEVATION
DIFFERENCE BETWEEN THE
PRIMARY FINISHED FLOOR
ELEVATION TO THE TOP OF
BASEMENT WALL AND TO
THE BASEMENT FINISHED
F'LOG~ WAS PRoviDED BY
THE BUILDER,
EA OF WATER TAP TO BE
STORED TO ITS' ORIGINAL
NDITION PRIOR TO
NSTRUCTION.
_ SERVICE LATEral
OSSINGS AT CURB ARE
AMPED SS= SANITARY
kVER SD= SUBSURFACE
AIN W= WATER
MINIMUM SETBACKS
· $i~ = ~ Feet or 8~ Lot width ~ B,L. (10.2~
Reor = 20 Feet
~, = 18% of lot width ~ B.L. (23.0~
3erty Description:
8.8
PLOT PLAN
:ale: 1"=30'
]te: Aug. 15, 2005
I Drown by: DJR
IRevised:
LOT# 261
19,950 S.F
10' DU&SE 104.87'
~5' DU&SE '~
MILFORD STREET P~ P~""
Hamilton County,
in
Prepored For:
Jones Building Group
Residence
1820 Milford Street