HomeMy WebLinkAbout04120061 Site Plan
~
tON.ENTAI.
;HM~'f.
BUILDER IS TO
SIDEYARD SWALE TO
SHOWN ON THIS
IF BUILDER IS
TO ACHIEVE
: DRAINAGE AWAY
ROPOSED
JRE, THE ENGINEER
lE CONTACTED.
. IS NOT TO DEVIATE
RADES SHOWN ON
AN WITHOUT THE
T OF BOTH THE
:R AND BRENWlCK.
THE FINISHED
ELEVATIONS AND
ADES DEPICTED ON
.OT PLAN IS OPEN
VIEW BY BRENWlCK
PMENT. THE BUILDER
nONED THAT SAID
~ TlON IS SUBJECT
NGE.
S LOCATION PER
:UCTlON PLAN
GS. CONFIRM BEFORE
:UCTlON OF 6.
lY LATERAL AND
SERVICE LINE.
CONCRETE APRON TO
EXISTING ALlLEY
IF PAVEMENT
ION
'D IN STIlEETS mOM
; LEAVING LOT TO BE
:0 AT THE END OF
lAY.
BALES AND SILT
TO BE USED
NEEDED TO KEEP
FF OF STIlEETS AND
, STORM SEWlERS.
JF WATER TAP TO BE
LlLED WITH GRANULAR
AL TO WITHIN 10. OF
, CURB.
OF WATER TAP TO BE
,ED TO ITS' ORIGINAL
nON PRIOR TO
RUCTlON.
:RVlCE LATERAL
;jNGS AT CURB ARE
'ED SA= SANITARY
SS= SUBSURFACE
W= WATER
lON OF UTILITIES ON
PLAN ARE GENERAL
lONS PER PLAN AND
D BE VERFIED IN THE
JLAR BACKFlLIL
'STED UNDER
NAY AT SANITARY
i LATERAL TIlENCH,
I LINE TIlENCH AND
lTHER EXCA V A TED
i. (IF SITlJA TlON
lS)
(SECONDARY AREAS
STCLA Y) MAX. HEIGHT:
N LOTS 100' AND
:R (TO EVE LINE) 30'
:SS THAN 100' MAX.
lAGE: 50"
: (PRIMARY AREAS -
CLAY) MAX. HEIGHT:
IUILD-UP LINE: 2
IES MAX. COVERAGE:
: PAD ELEVATION
IN IS PER PLANS AND
IT THE AS-BUILT
ATlON.
:: THE INFORMATION
THE ELEVATION
:RENCE BETWlEEN THE
ARY FINISHED FLOOR
'A TlON TO THE TOP OF
:MENT WALL AND TO
BASEMENT FINISHED
IR WAS PROVIDED BY
BUILDER.
BENCHMARK LAND SERVICES, INC.
Land Surveying . Civil Engineering. Geotechnical Engineering. Environmental Engineering
9855 Crosspoint 8lvd., Suite 110, Indianapolis, IN 46256
Phone (317) 841-1506 Fax (317) 841-1507
CIQQ;Q] PROPOSED GRADE PE
. GROUND WA lER FLOW
----- SANITARY SEWER LINE
----- STORM SEWER UNE
-...-...- WATER UNE
--------------------- EASEMENT UNE
- - - - - - BUILDING SETBAGK UI
Sanitary sewer lateral locations ore
approximate. and ore to be field
verified by the contractor.
Sanitary sewer manholes &: deanouts
shall not be within one foot horizootal
distance of pavement or concrete
including driveways & sidewalks.
Drivewa~ within subdivision sholl be
constructed of concrete or asphalt
material.
· ~~. ~~c~ : ~F~~t~n~ Si~;~~A5C~~
,Ago = ~ Fe!!!
NOTE:
BUILDER TO ENSURE
POSITIVE FLOW AWAY FROM
STIlUCTlJRE.
I~
WALK
WTR
WTR-
WTR=FWTR
~
_~~AR~ELL-STR~ET 1____
(906.25) 50' R/W I
--~--~---
~
J
WTR
CURB
NOTE:
SUMP TO BE PLACED BY
BUILDER AS NEEDED.
I
! '~
SOOltt:t
TC..906.JO
Per Plan
CURB
-
, \
, -SSD
r---
WALK
"\ 54.32' ~
,,~
" 12' DU&SE
~'''-i-"1Il:6''
12 BL 1sANrrARY
I 907.51 LATERAL
14.67' !"
o
q
1906.4
~
~ 1
'I /1T2.0'
18.0'
Sanl
~ 1906.5L-+E
- --
PORCH
4!O'
I
20.67'
I 907.51
--
fX>
"l-l:J
~ .
-10.7' 4.33'
\
PROPOSED
FRM & MSY
RESIDENCE
FFE=910.D
I-
WT# 526
7,605 S.F.
_:-J
o
q
;<
;<
BSMT
FFE=900.DoIo
I--
"0
<=>
c:i
...;-
4.33'
~~~; ~33',
.-/ "'_3;33
~ 21.34'
<=>
<=>
c:i
...;-
ex>
:-J
VI
'-'!
~
---
PORCH =::: CRAWL
"'-
19.00'
'"
!"
'"
/'!
~I
GARAGE
FFE=905.5
\
I
905.0 I
33.00'
CONC.
DRIVE
26.7'
~\\\\\I\1I1",I,,,
~".....\ ~, Sea ~,~
,;:1'--'''' .......... /,,,~
~:n~~..~G\STci;.~..:' L'~
~ ~/" ~ N () ..~A_~
::;. 0 .-Y,
=! ."\ ':
~*\ 5051 0 }*~
~ \ STATE Or ... ;::
~ ('.... ,'"a ~
~ A.....INDI~~~........y~
~"4I'D ............;.,",$'
~"" SUR\!'- ~,~
~"''''II''''\\\~
32.7'
----------------- ------------ -- ---~-------------
12' ALLEY ESMT. / APRON ~ r>'PPROX. EDGE OF I
( 904.0) 54,32' (90429)
45.00'
( 904.4 )
45,00
(90397)
------------------------------
i)~~S'~
ty Description:
nber 526 in Village of Westciay, Section 5003, an
1 in Hamilton County, Indiana. as per plat thereof
d as Instrument Number 200400050697 found in the
If the Recorder of Hamilton County, Indiana.
PLOT PLAN
PreI:>ored For:
0,8. Klain Builders. LLC
ype: Custom
Scole: 1"=20'
Dote: November 9, 2004
I Drawn by: DJR
~evised:
Residence
2333 Chartwell Street
Drowing No,
6-2845