HomeMy WebLinkAbout06120041 Site Plan
, II
lnc:l SLJ~~yc>rs
!ldustrial Drive, Carmel, IN 46032
7.844.3333 F 317.844.3383
www.seagroupllc.com
Grou
100.0 I PROPOSED GRADE PER PLAN
- GROUND WATER FLOW
----- SANITARY SEWOR UNE
-""-""- STORM SEv.1':R UNE
-wrR-WTR- WATER UNE
---------------- EASEMENT UNE
- - - - BUILDING SETBACK UNE
MINIMUM SETBACKS
Min Side 3 Feet (5 Feet Min one side)
Min Rear 20 Feet
Aca 8 Feet
OT PLAN WAS LOCATlON OF UTlUTlES ON NOTE, (SECONDARY AREAS NOTE, PAD ELEVATlON
ED BASED ON PLOT PLAN ARE GENERAL - WOSTCLA Y) MAX. HEIGHT, SHOWN IS PER PLANS AND
\TlON TAKEN FROM LOCA TlONS PER PLAN AND 35' ON LOTS 100' AND IS NOT THE AS-BUILT
PLATS, SUBDIVISION SHOULD BE VERIFIED IN THE LARGER (TO EVE LINE) 30' ELEVATlON.
RECORD DRAWINGS FIELD. ON LESS THAN 100' MAX.
LANS PROVIDED BY COVERAGE, 5D%
IT IS THE GRANULAR BACK~LL NOTE, THE INFORMA TlON
SIBILlTY OF THE SUGGESTED UNDER FOR THE ELEVATlON
CTOR TO VERIFY SITE DRIVEWAY AT SANITARY NOTE, (PRIMARY AREAS - DIFFERENCE BETWEEN THE
DNS PRIOR TO SEWER LATERAL TlRENCH, WESTCLA Y) MAX. HEIGHT, PRIMARY FINISHED FLOOR
UCTlON AND NOTlFY WATER LINE TlRENCH AND 30' BUILD-UP LINE, 2 ELEVATlON TO THE TOP OF
: A GROUP LLC and ANY OTHER EXCAVATED STORIES MAX. COVERAGE, BASEMENT WALL AND TO
:K OF ANY AREAS. (IF SITlUA TlON 50% THE BASEMENT FINISHED
'ANCIES. OCCURS) FLOOR WAS PROVIDED BY
THE BUILDER.
ALL SERVICE LATERAL
CROSSINGS AT CURB ARE
STAMPED SS~ SANITARY
SEWER SD= SUBSURFACE
DRAIN W= WATER
LOCATlON <iF UTlLlTY
LA TERALS ON PLOT PLAN
ARE GENERAL LOCA TlONS
PER PLAN AND SHOULD BE
VERIFIED IN THE FIELD.
NOTE,
BUILDER TO ENSURE POSITlVE
~OW AWAY FROM
STlRUCTlURE!
---a
~
CURB
CHEW STREET
(90395) 40' R/W-
CURB
NOTE,
SUMP TO BE PLACED BY
BUILDER AS NEEDED.
-
--- '"
~
NOTE, BUILDER IS TO
GRADE SIDEYARD SWALE TO
GRADES SHOWN ON THIS
PLAN. IF BUILDER IS
UNABLE TO ACHIEVE
POSITlVE DRAINAGE AWAY
FROM PROPOSED
STlRUCTlURE, THE ENGiNEER
SHALL BE CONTACTED.
BUILDER is NOT TO DEVIATE
FROM GRADES SHOWN ON
THIS PLAN WITHOUT THE
CONSENT OF BOTH THE
ENGINEER AND BRENWlCK.
NOTE, THE FiNISHED
FLOOR ELEVATlONS AND
PAD GRADES DEPICTED ON
THIS PLOT PLAN IS OPEN
FOR REVIEW BY BRENWlCK
DEVELOPMENT. THE BUILDER
IS CAUTlONED THAT SAID
iNFORMATlON IS SUBJECT
TO CHANGE.
DENOTES LOCA TlON PER
_ .CONSTlRUCTlON. PLAN_ _
DRAWINGS. CONFIRM BEFORE
CONSTlRUCTlON OF 6"
SANITARY LATERAL AND
WATER SERVICE LINE.
NOTE, CONCRETE APRON TO
MATCH EXiSTlNG ALLEY
EDGE OF PAVEMENT
ELEVATlON
ALL MUD iN STlREETS FROM
TlRUCKS LEAVING LOT TO BE
CLEANED AT THE END OF
EACH DAY.
W1R
W1R W1R
(90376)
-rSS~
I _WlR--
1904.81
WALK
l
, 37.85' .J'J 2,20'
10 DU 12.0'
~~-\..-- _J17.-tf-I2' BTL-
'1,::; PORCH 1905.71
o
'" 1;; 12.33' /
18.00' N
i
4.6'
'-----
y 547
~ S.F.
'"
...,
..
N
PROPOSED
FRM & MSY
RESIDENCE
FFE=908.2
~
~
BSMT
FFE~898.U '" ~
..., ~
a:i
"
/.
m
m
_ 0__ __._
n
16.66'
....,
..., CRAWL
PORCH "
19.00'
SILT FENCE TO BE USED
WHERE NEEDED TO KEEP
MUD OFF OF STlREETS AND
OUT OF STORM SEWERS.
GARAGE
FFE=906.9
AREA OF WATER TAP TO BE
BACKFILLED WITH GRANULAR
MATERIAL TO WITHIN 10" OF
TOP OF CURB.
PER PLAN
32.67'
12. E;I I. >-' \ ~
t5 EJ (o:S CONe. EJ
o . ~:Z DRIVE
WI- :::E<(
x?! <fl 28.3'
-~;------- A;R~j-34':
50.00 905.93
/
$
AREA OF WATER TAP TO BE
RESTORED TO ITS' ORIGiNAL
CONDITlON PRIOR TO
CONSTlRUCTlON.
SAN. STR.( 424:2/
--TC~90:;.6.r-
PER PLAN
30.48'
---1
PLOT PLAN
Prepored For:
O.B. Klain Builders,
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lr1y Description:
umber 547 in Village of Westclay, Section 5002, an Addition in Hamilton County,
Ia, as per plat thereof recorded as Instrument Number 200500060648 found in
rffice of the Recorder of Hamilton County, Indiana
LLC
~
Ie: "'=20'
e: Nov. 29, 2006
Drown by: DJR
Residence
12995 Chew Street