HomeMy WebLinkAbout07100218 Site PlanL"Q ro u p
?erid Surveyors
West Carmel Drive, Carmel, IN 46032
17.844.3333 F 317.844.3383
www.seagrouplic.com
_OT PLAN WAS
iEO BASED ON
ATION TAKEN FROM
1 PLATS, SUBDIVISION
RECORO DRAWINGS
'LANS PROVIDED BY
IT IS THE
ISIEILITY OF THE
\CTOR TO VERIFY SITE
IONS PRIOR TO
IUCTIOiN AND NOTIFY
E A GROUP LLC and
CK OF ANY
'ANCIES.
)N OF UTILITY
LS ON PLOT PLAN
:NERAL LOCATIONS
AN AND SHOULD BE
D IN THE FIELD.
R TO ENSURE POSITIVE
IWAY FROM
URE.
f0 BE PLACED BY
R AS NEEDED.
BUILDER IS TO
SIDEYA.RD SWALE TO
SHOWN ON THIS
IF BUILDER IS
TO ACHIEVE
E DRAINAGE AWAY
'ROPOSED
URE, THE ENGINEER
BE CONTACTED.
2 IS NOT TO DEVIATE
TRADES SHOWN ON
_AN WITHOUT THE
IT OF BOTH THE
ER AND BRENWICK.
ELEVATIONS AND
iADES DEPICTED ON
_OT PLAN IS OPEN
'.VIEW BY SRENWICK
PMENT. THE BUILDER
TICKED THAT SAID
ATION IS SUBJECT
NNGE.
ION OF UTILITIES ON
'LAN ARE GENERAL
IONS PER PLAN AND
D BE VERIFIED IN THE
LAR BACKFILL
STED UNDER
IAY A.T SANITAARY
LATERAL TRENCH,
LINE TRENCH AND
THEIR EXCAVATED
(IF SITUATION
(SECONDARY AREAS
TCLAY) MAX. HEIGHT:
I LOTS 100' AND
4 (TO EVE LINE) 30'
SS THAN 100' MAX.
AGE: 50%
(PRIMARY AREAS -
AY) MAX. HEIGHT:
LO-UP LINE: 2
S MAX. COVERAGE:
PAD ELEVATION
IS PER PLANS .AND
THE .AS-BUILT
ION.
THE INFORMATION
IE ELEVATION
ENCE BETWEEN THE
Y FINISHED FLOOR
ION TO THE TOP OF
ENT WALL AND TO
ISEMENT FINISHED
WAS PROVIDED BY
11LDER.
00.0 PROPOSED GRADE PER PLAN
GROUND WATFR FLOW
- SANITARY SEWER LINE
mmi- STORM SEWER LINE
+R -ATM - WATER LINE
----------------- EASEMENT LINE
BUILDING SETBACK LINE
DENOTES LOCATION PER
CONSTRUCTION PLAN
DRAWINGS. CONFIRM BEFORE
CONSTRUCTION OF 6"
SANITARY !ATERAL A.ND
WATER SERVICE LINE.
NOTE: CONCRETE APRON TO
MATCH EXISTING ALLEY
EDGE OF PAVEMENT
EL EVA.TION
ALL MUD IN STREETS FROM
TRUCKS LEAVING LOT TO PE
CLEANED AT THE END OF
EACH DAY.
SILT FENCE AND STRAW
BAILS TO BE USED
WHERE NEEDED TO KEEP
LAUD OFF OF STREETS AND
OUT OF STORM SEWERS.
AREA OF WATER TAP TO BE
BACKFILLED WITH GRANULAR
MATERIAL TO WITHIN 10" OF
TOP OF CURB.
AREA OF WATER TAP TO BE
RESTORED TO ITS' CRIGINP.L
CONDITION PRIOR TC
CONSTRUCTION.
ALL SERVICE LATERAL
CROSSINGS AT CURB ARE
STAMPED SS= SANITARY
SEWER. SD= SUBSURFACE
DRAIN' 'W= WATER
MIN,11um SETBACKS
Mir Side = 7.4 Feet
Min Rear = 20 Fee?
Aga = 16 5 Feet
" Description:
lumber 378 in Village of Westclay, Section 6502, an Addition in Hamilton County,
ia, as per plat thereof recorded as Instrument Number 200100077772 found in the
of the Recorder of Hamilton County, Indiana.
PLOT PLAN
;le: 1"=30'
te: act. S, 2007
Drawn by: DJR
Prepared For:
Kent Shaffer Builders, Inc.
1914 Broughton Street
Ri
LOT# 378
11,102 S.F.
G
N0.
LS20200083
STATE OF