HomeMy WebLinkAbout07100177 Site PlanGroup
-armed Survay'c:D, vs
33 West Carmel Drive, Carmel, IN 46032
X 317.844.3333 F 317.844.3383
www.seagroupllc.com
THIS PLOT PLAN WAS
PREPARED BASED ON
INFORMATION TAKEN FROM
RECORD PLATS. SUBDIVISION
PLANS, RECORD DRAWINGS
AND PLANS PRONDEO BY
CLIENT. IT IS THE
RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY SITE
CONDITIONS PRIOR TO
CONSTRUCTION AND NOTIFY
THE S E A GROUP LLC urd
BRENWCK OF ANY
DISCREPANCIES.
LOCATION OF UTILITY
LATERALS'ON PLOT PLAN
ARE GENERAL LOCATIONS
PER PLAN AND SHOULD EE
VERIFIED IN THE FIELD.
NOTE:
BUILDER TO ENSURE POSITIVE
FLOW AWAY FROM
STRUCTURE.
NOTE:
SUMP TO BE PLACED BY
BUILDER AS NEEDED.
NOTE: BUILDER 15 TO
GRADE SIDEYARD SWALE TO
GRADES SHOWN ON THIS
PLAN. IF BUILDER 15
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 WITHOUT THE
CONSENT OF BOTH THE
FLOOR ELEVATIONS AND
PAD GRADES DEPICTED ON
THIS PLOT 'PLAN IS OPEN
FOR REVIEW BY BRENVA K
DEVELOPMENT THE.,HUILDER
15-CA11T.0NED_THAT SAID
INFORMATION IS SUBJECT
TO CHANGE.
LOCAT1oN OF UTILITIES ON
PLOT PLAN ARE GENERAL
LOCATIONS PER PLAN AND
SHOULD BE VERIFIED IN THE
FIELD.
SUGGESTED UNDER
DRIVEWAY AT SANITARY
SEWER LATERAL TRENCH,
WATER LINE TRENCH ANDP
ANY OTHER EXCAVATED
AREAS. (IF SITUATION
OCCURS)
GD.D PROPOSED GRADE PER PLAN
GROUND WATER FLOW
-r-e. SANITARY SEWER LINE
-m-m STORM SEWER LINE
-?=- WATER LINE
------------------ EASEMENT LINE
- - - - BUILDING SETBACK LINE
NOTE: (PRIMARY AREAS -
NOTE: (SECONDARY AREAS WESTCLAY) MAX. HEIGHT:
'
- WESTCLAY) MAX. HEIGHT: BUILD-UP LINE: 2
30
35 ON LOTS 100' AND STORIES MAX. COVERAGE:
' SOR
'
LARGER (TO EVE LINE) 30
ON LE55 THAN 100' MAX. NOTE: PAD ELEVATION
COVERAGE: 50% SHOWN IS PER PLANS AND
IS NOT THE AS-BUILT
NOTE: THE INFORMATION
FOR THE ELEVATION
DIFFERENCE 8ETWEEN THE
PRIMARY FINISHED FLOOR
ELEVATION TO THE TOP OF
BASEMENT WALL AND TO
THE BASEMENT FINISHED
FLOOR WAS PROVIDED BY
THE BUILDER.
DENOTES LOCATION PER
CONSTRUCTION PLAN
DRAWINGS. CONFIRM BEFORE
CONSTRUCTION OF 6"
SANITARY LATERAL AND
WATER SERVICE LINE.
NOTE: CONCRETE APRON TO
MATCH EXISTING ALLEY
EDGE OF PAVEMENT
ELEVATION
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
17 NIR FSYI. /I nF PWT.
17 AEA CUL
caRC,
eRIVE
T.4 I 897.E
SA' 28i? u i
V
M1 u GARAGE
06]' /
2
I
e
? I a
T 5 I 12.6
\
.P PROPOSED
OD'
-
g FRY 8 MV
y RESIDENCE
V
FFc 900.] `
B.5 I
71
CRAWS 1" Z.6
_-
TO &&
J1s UK 3 Za1 1 summa;
?SHAM BtjRY ROD
- RrW
LOT# 926
10,762 S. F.
MN -
BACKFILLEO WITH GRANULAR ffSAR
MATERIAL TO WITHIN 10" OF
TOP Or CURB- Jf
AREA OF WATER TAP TO BE SAN
RESTORED TO ITS' ORIGINAL sFH?
CONDITION PRIOR TO
CONSTRUCTION. str? 19?
Tv69a Y
ALL SERVICE LATERAL Pw RIM
CROSSINGS AT CURB ARE
STAMPED S5= SANITARY
SEWER 5D- SUBSURFACE
DRAIN W= WATER
MINIMUM SETBACKS
Min i - Fiat or % Lot -dth ®B L T5.@)
Min Rear 90_FFees
Aog. - 18% of lot width ®B L (12 O)
roperty Descdpiiov
of Number 926 in the Village of Weetclay, Section 10004-A, an Addhon in Hamilton
:aunty, Indiana, as per plat thereof recorded as Instrument Number 200300052519
)und in the Office of the Recorder of Hamilton County, Indiana.
Prepared For:
PLOT PLAN Homes By John McKenzie
Scale: V=30' I Drawn by DJR I Residence
Date: Oct. 9, 2007 Revised: 12364 Shaftesbury Road
ELEVATION.
No. - '
L'S20200083
STATE Or