HomeMy WebLinkAbout07070137 Site Plan
~GrouP,""
Inc:l SUrV'E3yors
ldustrial Drive, Carmel, IN 46032
7.844.3333 F 317.844.3383
www.seagroupllc.com
PLOT PLAN WAS
ARED BASED ON
~MA TlON TAKEN FROM
HD PLATS, SUBDI\1SION
S, RECORD DRA'MNGS
PLANS PRO\1DED BY
IT. IT IS THE
ONSIBILlTY OF THE
HACTOR TO \1ERIFY SITE
"T'ONS PRIOR TO
;TRUCTION AND NOTIFY
SEA GROUP LLC and
WICK OF ANY
lEPANCIES.
TlON OF UTILITY
,ALS ON PLOT PLAN
GENERAL LOCATIONS
PLAN AND SHOULD BE
lED IN THE FIELD.
iER TO ENSURE POSITIVE
AWAY FROM
CTURE.
TO BE PLACED BY
'ER AS NEEDED.
-O!D
MINIMUM SETBACKS
100.01 PROPOSED GRADE PER PLAN
GROUND WATER FLOW
-,",-,",- SANITARY SEWER LINE
-""-""- STORM SEWER LINE
-....-....- WATER LINE
n___n_n__un EASEMENT LINE
- - - - BUILDING SETBACK LINE
Min. Side - 5 Fp-et or 8% Lot width @ 8.L. (10.9')
Min. Rear 20 Feet
Aaa = 18% of lot width @ B L. (246')
AREA OF WATER TAP TO BE
RESTORED TO ITS' ORIGINAL
CONDITION PRIOR TO
CONSTRUCTION.
PLOT PLAN
NOTE: BUILDER IS TO
GRADE SIDEYARD SWALE TO
GRADES SHO'MN ON THIS
PLAN. IF BUILDER IS
UNABLE TO ACHIE\1E
POSITI\1E DRAINAGE AWAY
FROM PROPOSED
STRUCTURE, THE ENGINEER
SHALL BE CONTACTED.
BUILDER IS NOT TO DE\1A TE
fROM GRADES SHO'MN ON
THIS PLAN 'MTHOUT THE
CONSENT Of BOTH THE
ENGINEER AND BREN'MCK.
NOTE: THE FINISHED
FLOOR ELEVATIONS AND
PAD GRADES DEPICTED ON
THIS PLOT PLAN IS OPEN
fOR RE\1EW BY BREN'MCK
DE\1ELDPMENT. THE BUILDER
IS CAUTIONED THAT SAID
INFORMA TION IS SUBJECT
TO CHANGE.
ALL SER\1CE LATERAL
CROSSINGS AT CURB ARE
STAMPED SS~ SANITARY
SEWER SD~ SUBSURFACE
DRAIN W~ WATER
DENOTES LOCATION PER
CONSTRUCTION PLAN
DRA\I1NGS. CONFIRM BEfORE
CONSTRUCTION OF 6"
SANITARY LATERAL AND
WATER SER\1CE LINE.
NOTE: CONCRETE APRON TO
MATCH EXISTING ALLEY
EDGE OF PAVEMENT
ELEVATION
LOCATION OF UTILITIES ON
PLOT PLAN ARE GENERAL
LOCA TIONS PER PLAN AND
SHOULD BE \1ERIFIED IN THE
FIELD.
GRANULAR BACKFILL
SUGGESTED UNDER
DRI\1EWAY AT SANITARY
SE\\1ER LATERAL TRENCH,
WA TER LINE TRENCH AND
ANY OTHER EXCAVATED
AREAS. (IF SITUATION
OCCURS)
ALL MUD IN SffiEETS FROM
TRUCKS LEA \1NG LOT TO BE
CLEANED AT THE END OF
EACH DAY.
SILT FENCE TO BE USED
\\1HERE NEEDED TO KEEP
MUD OFF OF SffiEETS AND
OUT OF STORM SE\\1ERS.
AREA OF WATER TAP TO BE
BACKFILLED \11TH GRANULAR
MA TERIAL TO 'MTHIN 10" OF
TOP OF CURB.
HOURGlASS lAKE
NORIlN. POlIr88l.0
100 ltAR ElfV...887.03
llJI (J" 1lHt(-8ll9.00
SEE CROSS SEC1Il>>l DETAI. 114-2 lJI C805
__l1FlIo\
885
889
PATH
30' DE
ME
188951 --------------1-5~.
- ---- 891.l\
PORCH
iD
a. GARAGE
I.o!. FFE=891.9
~
N
'"
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"OT# 228
6,733 S. F.
PORCH
11.67'
28.54'
20.67'
PROPOSED
FRI.l &; MSY
RESIDENCE
FFE:894,O
N
m
'"
'"
CONGo
DRIVE
BSt.4T
FfE:c884.0:t
24,7" ~r
GARAGE
FFE-891.9 I
..., -
PATIO 3.71 i
. 24.54' I
.8. _L 891.5
__..J I
--
. 20.5'
~
llJJA '"",
SO
Storm Str. ~
(601)
Te-BBB.51
(J1Per Plan
-<
Storm Str:O:: ( 888.71)
(602)
k..S88.61
Per Pion
55 DRIVE -
\-\OU~/~ ~-
~ - SO' R
z
CURB -=
~
~
w,u<
49.9311lllCK "D.
1I'1l>>I GREEN ;::
DUOS< ~Sf
____S,N
S,N
S,N
~X.sonltorY Str.
Tc-891.20
S~ Per Pion
./'
~rty Description:
Imber 228 Village of Westclay, Section 12002-8, an Addition in Hamilton County,
:l, as per plat thereof recorded as Instrument Number 200500042566 found in
fice of the Recorder of Hamilton County, Indiana.
1"=30'
~: June 6, 2007
e:
I Drawn
\Revised:
NOTE: PAD ELEVATION
SHO'MN IS PER PLANS
IS NOT THE AS-BUILT
ELEVA TION.
NOTE: THE INFORMATI<
FOR THE ELEVATION
DIFFERENCE BETWEEN
PRIMARY FINISHED FLC
ELEVA TION TO THE TO
BASEMENT WALL AND
THE BASEMENT FINISHI
FLOOR WAS PRO\1DED
THE BUILDER.
NOTE, (SECONDARY I
- WESTCLA Y) MAX. HE
35' ON LOTS 100' AN[
LARGER (TO EVE LINE)
ON LESS THAN 100' M
CO\1ERAGE: 50%
NOTE: (PRIMARY ARE!
\\1ESTCLAY) MAX. HEIGH
30' BUILD-UP LINE: ;
STORIES MAX. COVERA(
50%
~
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Prepored For:
Bontrager Homes
~~
by:
DJR
Residence
177 4 Hourglass
Drive