HomeMy WebLinkAbout05100005-Site Planroup,,,t
~dustrial Drive, Carmel, IN 46032
7.844.3333 F 317.844.3383
www.seagroupllc.com
)T PLAN WAS
:D BASED ON
TION TAKEN FROM
PLATS. SUBDIVISION
RECORD DRAWINGS
.ANS PROVIDED BY
IT IS THE
;IB~LITY OF THE
]TOR TO VERIFY SITE
;NS PRIOR TO
~CTION AND NOTIFY
A GROUP LLC and
K OF ANY
ANCIES.
q OF UTILITY
S ON PLOT PLAN
IERAL LOCATIONS
,N AND SHOULD BE
IN THE FIELD.
TO ENSURE POSITIVE
CAY FROM
IRE.
LOCATION OF UTILITIES ON
PLOT PLAN ARE GENERAL
LOCATIONS PEr PLAN AND
SHOULD BE VERIFIED IN THE
FIELD.
GRANULAR BACKFI~
SUGGESTED UNDER
DRIVEWAY AT SANITARY
SEWER LATERAL TRENCH.
WATER -INE TRENCH AND
ANY OTHER EXCAVATED
AREAS. (IF SITUATION
OCCURS)
DENOTES LOCATION PER
CONSTRUCTION PLAN
DRAWINGS. CONFIRM BEFORE
CONSTRUCTION OF 6"
SANITARY LATERAL AND
WATER SERVICE UNE.
NOTE: CONCRETE APRON TO
MATCH EXISTING ALLEY
EDGE OF PAVEMENT
ELEVATION
NOTE: (SECONDARY AREAS
- WESTCLAY) MAX. HEIGH~
35' ON LOTS 100' AND
LARGER (TO EVE LINE) 30'
ON LESS THAN 100' MAX.
COVERAGE: 50%
NOTE: (PRIMARY AREAS ~
WESTCLAY) MAX, HEIGHT:
30' BUILD-UP LINE: 2
STORIES MAX. COVERAGE;
5O%
ALL MUD 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 ~TH GRANULAR
MATERIAL TO ~THIN 10" OF
TOP OF CURB
AREA OF WATER TAP TO BE
RESTORED TO ITS' ORIGINAL
CONDITION PRIOR TO
CONSTRUCTION.
ALL SERVICE LATERAL
CROSSINGS AT CURB ARE
STAMPED SS-- SANITARY
SEWER SD= SUBSURFACE
BRAIN W= WATER
NOTE:
SUMP TO BE PLACED BY
BUILDER AS '4EEDED.
NOTE: PAD ELEVATION
SHOWN IS PER PLANS AND
IS NOT THE AS-BUILT
ELEVA~ON.
NOTE THE INFORMATION
FOR THE ELEVATION
DIFFERENCE BETWEEN THE
PRIMARY FINISHED FLOOR
ELEVATION TO THE TOP OF
BASEMENT WALL AND TO
THE BASEMENT FINISHED
FLOOR WAS PROVIDED 3Y
THE BUILDER.
PROPOSED GRADE PER
GROUND WATER FLOW
SANITARY SEWERUNE
STORM SEWER UNE
WATER UNE
................ EASEMENT UNE
BUILDING SETBACK UNE
NOTE: THE FINISHED
FLOOR ELEVATIONS AND
PAD GRADES DEPICTED ON
THIS PLOT PLAN IS OPEN
FOR REVIEW BY BRENWICK
DEVELOPMENT. THE BUILDER
IS CAUTIONED THAT SAID
INFORMATION IS SUBJECT
TO CHANGE,
NOTE: BUILDER IS TO
GRADE SIDEYARD SWALE TO
GRADES SHOWN ON THIS
PLAN. IF BUILDER IS
UNABLE TO ACHIEVE
POSITIVE DRAINAGE AWAY
FROM PROPOSED
STRUCTURE. THE ENGINEER
SHALL BE CONTACTED.
BUILDER IS NOT TO DEVIATE
FROM GRADES SHOWN ON
THIS PLAN W1THOUT THE
CONSENT OF BOTH THE
ENGINEER AND BRENW~CK.
MINIMUM SETBACKS
Min, $i¢~ = 3 Feet (5 Feet Min. one side~
Min. Reor = 20 Feet
Aoo. = 8 Feet
. 114.00'
t
/ 6.9' //
44.67'
GARAGE
FFE=899,1
I a98.71
PORCH
12.00' I
I CRAWL I
I
/
PROPOSED
FRI¢ & MSY
RESIDENCE
FFE=900.3
BSMT
FFE=890,5±
1 4.00'
LO'I:# 65
3,916 S.]
SANITARY STP,
TC=896,9~
PER REC, DWG,
Description: .
umber 658 in Villige of Westcl~y, Section 8001-c, Block A, Lote 648 through 655,
Iditlon in Hmilton County, Indi~ne~ ~ per pl~t thereof recorded ~s Instrument
er 200200086599 found in the Office of the Recorder of Hamilton County, Indim~e.
Prepored For:
PLOT
le: 1"=20'
e: August 29, 2005
PLAN
Drown by:,
IRevised:
D JR
Kents Shoffer Builders, Inc.
Residence Address:
12688 Apsley Lone