HomeMy WebLinkAbout06050009 Site Plan
, II
::lnd SUrV'E3ye>rS
Industrail Drive, Carmel, IN 46032
17.844.3333 F 317.844.3383
www.seagroupllc.com
; PLOT PLAN WAS
PARED BASED ON
JRMATlON TAKEN FROM
ORO PLATS, SUBOIVlSION
NS, RECORO DRAWINGS
I PLANS PROVIDED BY
:NT. IT IS THE
PONSIBILlTY OF THE
ITRACTOR TO VERIFY SITIE
IDITlONS PRIOR TO
ISTRUCTlON AND NOTIFY
SEA GROUP LLC and
NWlCK OF ANY
;REPANCIES.
A TlON OF UTILITY
~RALS ON PLOT PLAN
GENERAL LOCATIONS
PLAN AND SHOULD BE
FlED IN THE FIELD.
E:
.DER TO ENSURE POSITIVE
W AWAY FROM
UCTURE.
E:
P TO BE PLACED BY
.DER AS NEEDED.
E: BUILDER IS TO
DE SIDEYARD SWALE TO
DES SHOWIN ON THIS
~. IF BUILDER IS
BLE TO ACHIEVE
ITlVE DRAINAGE AWAY
M PROPOSED
JCTURE, THE ENGINEER
LL BE CONTACTlED.
.DER IS NOT TO DEVIATE
M GRADES SHOWIN ON
; PLAN WITHOUT THE
SENT OF BOTH THE
INEER AND BRENWlCK.
E: THE FINISHED
OR ELEVATIONS AND
I GRADES DEPICTlED ON
; PLOT PLAN IS OPEN
REVIEW BY BRENWlCK
ELOPMENT. THE BUILDER
;AUTlONED THAT SAID
IRMA TlON.IS.SUB,JECT ___
CHANGE. I
OTlES LOCATION PER
STRUCTlON PLAN
WINGS. CONFIRM BEFORE
STRUCTlON OF 6"
ITARY LATlERAL AND
ER SERVICE LINE.
E: CONCRETIE APRON TO
'CH EXISTING ALLEY
E OF PAVEMENT
"ATlON
MUD IN STREETS FROM
CKS LEAVING LOT TO BE
AN ED AT THE END OF
H DAY.
FENCE TO BE USED
RE NEEDED TO KEEP
, OFF OF STREETS AND
OF STORM SE~RS.
A OF WATlER TAP TO BE
KFILLED WITH GRANULAR
ERIAL TO WITHIN 10" OF
OF CURB.
A OF WATlER TAP TO BE
TORED TO ITS' ORIGINAL
DITION PRIOR TO
STRUCTlON.
SERVICE LA TlERAL
'SSINGS AT CURB ARE
MPED SS~ SANITARY
'ER SD= SUBSURFACE
.IN W= WA TIER
Grou
LOCATION OF UTILITIES ON
PLOT PLAN ARE GENERAL
LOCATIONS PER PLAN AND
SHOULD BE VERFIED IN THE
FIELD.
GRANULAR BACKFILL
SUGGESTlED UNDER
DRIVEWAY AT SANITARY
SE~R LA TlERAL TRENCH,
WATlER LINE TRENCH AND
ANY OTHER EXCAVATED
AREAS. (IF SITUATION
OCCURS)
NOTE: (SECONDARY AREAS
- ~STCLA Y) MAX. HEIGHT:
35' ON LOTS 100' AND
LARGER (TO EVE LINE) 30'
ON LESS THAN 100' MAX.
COVERAGE: 50%
NOTE: THE INFORMATION
FOR THE ELEVATION
DIFFERENCE BET~EN THE
PRIMARY FINISHED FLOOR
ELEVA TlON TO THE TOP OF
BASEMENT WALL AND TO
THE BASEMENT FINISHED
FLOOR WAS PROVIDED BY
THE BUilDER.
NOTE: (PRIMARY AREAS -
~STCLAY) MAX. HEIGHT:
30' BUILD-UP LINE: 2
STORIES MAX. COVERAGE:
50%
NOTlE: PAD ELEVATION
SHOWIN IS PER PLANS AND
IS NOT THE AS-BUILT
ELEVATION.
100.01 PROPOSED GRADE PER PLAN
- GROUND WATER FLOW
----- SANITARY SEII!:R LINE
-~-~- STORM SEII!:R UNE
----- WATER LINE
------------------- EASEMENT LINE
- - - - - BUILDING SETBACK LINE
-r~
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11
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--
=--
~
7.92
S~lt"yS~' SAN+-
T<::-896.20
Per Plcn
MINIMUM SETBACKS
(BB)
Side - 5 Feet or 8% Lot width @ A L
Rear 20 F Poet
~% of lot width ell 8 L (19 B)
LOT# €
21,560
_____Jt_~~~_
---
---
---
---
---
Storm tr.
Tc-894.80
Per Pion
APPROX, EDGE
or PWT.
70.of
62.09'
~
1]95.@ 70.67'
48.34
w
~
..
~
o
12' ALLEY ESMT.
r
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APRON
---
---
----
---
79.7'
12.0'
r<)
1897.41\ / N
N
OJ ,
24.67' 1897.41 I
30.0' /
CONC. GARAGE
DRIVE ffE=897.8 ~
" >- I
0 0<
~ .~
-I '-....
\1 PORCH --T-
o<
Lf)
CO
CO
OJ
~7~~93J'
~ I ~__
n: I ~ r...
:5 0
" I Z
o
~ I
.
517' 6.0'517'
. nit). I
~ ~ I CRA'M.
I
I
I
I
BSI.AT I
m-S89.9:i: L__
10.33' 15.0'
1897.41
'-...
PROPOSED
FRt.4 &: t.lSY
RESIDENCE
FfE-699.9
>-
..;
~
15.33'
29.7'
---
PORCH
>-
~
oi 14.33' 1897.4 120' BL
20.0'
'5
~
15' DU&:SE
1894.81
110.16'
1895.\
WALK
sa
CURB
Storm Str.
Tc_694.95 ~
p" Pion FINCH LEY ROAD
_-~--50' R/W-
- (895.45)-----
CURB
------
---
--
--
WALK
110.17' SAN
AN -- Sanitary Str. S
SAN ~ Tc-896.10
\ Per Plan
~\\\\\lll"""l
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000'_
-~,
~Q:' I 0 \ I""
erty Description: =co ! . ~ :x:
~ * 1 LS20200083 i *
lumber 870 in the Village of Westclay, Section 10003, an Addition in Hamilton - ~ :
~ .... STATE OF ....
'" (. . .
lty, Indiana, as per plat thereof recorded as Instrument Number 200400030208 ~. ..
~ ~......'NDIA""~......\)~~
j in the Office of the Recorder of Hamilton County. Indiana ~ /jIO ............~'\ ~
~lll SUR'-l ~""
IIII"'III"\\\\~
Prepared For: ~~
PLOT PLAN Fersch and Company, Inc.
lie: 1"=30' I Drawn by: DJR Residence:
te: April 21, 2006 IRevised: 2346 Finchley Rood