HomeMy WebLinkAbout06080025 Site Plan
Grou
:::I SUrV"E3yc>rS
armel Drive, Carmel, IN 46032
4.3333 F 317.844.3383
'II.seagroupllc.com
)ER IS TO
'ARD SWALE TO
lINN ON THIS
JILDER IS
ACHIEVE
AINAGE AWAY
)SED
THE ENGINEER
ONT ACTED.
NOT TO DEVIATE
ES SHOWN ON
WITHOUT THE
; BOTH THE
,NO BRENWlCK.
iE FINISHED
JATIONS AND
:S DEPICTED ON
PLAN IS OPEN
N BY BRENWlCK ~
:NT. THE BUILDER
JEO'~l1-lkT-S.~.rD-_ _
~N IS SUBJECT I -'- --
.0CATiON PER- N .
TION PLAN 1
CONFIRM BEFORE
TION OF 6"
LATERAL AND
,VICE LINE.
, WAS
ED ON
AKEN FROM
, SUBDIVISION
) DRAWINGS
ROVlDED BY
HE
, OF THE
'0 VERIFY SI TE
IIOR TO
AND NOTIFY
OUP LLC and
ANY
,.
UTILITY
PLOT PLAN
LOCATIONS
o SHOULD BE
HE FIELD.
:NSURE POSITIVE
'ROM
PLACED BY
NEEDED.
KRETE APRON TO
ISTING ALUEY
'AVEMENT
N SffiEETS FROM
:A VI"G LOT TO BE
H THE END OF
: TO BE USED
~DED TO KEEP
)F SffiEETS AND
rORM SEWERS.
NATER TAP TO BE
) WITH GRANULAR
TO WITHIN 10. OF
JRB.
NATER TAP TO BE
TO ITS' ORIGINAL
PRIOR TO
TION.
:E LATERAL
; AT CURB ARE
SS= SANITARY
= SUBSURFACE
WATER
-SAN
SANITARY sm.
fe-e90.50
PER PlAN
@
SANITARY STR.
t- + ~T~8~tJ.O '"
r SAN SAN - SAN
-------iF---. ~,
I wi
I ~:lJ I
I ::>1
I "
I I
I I
I I
I :
100.0 I PROPOSED GRADE PER PLAN
- GROUNO WATER FLOW
-,..-,..- SANITARY SEWER UNE
-""-""- STORM SEWER UNE
-...-...- WATER UNE
---------------- EASEMENT UNE
- - - - BUILDING SETBAGK UNE
COOlONS
IIILFORO GREEN
BLOCK "0"
LOCATION OF UTILITIES ON
PLOT PLAN ARE GENERAL
LOCATIONS PER PLAN AND
SHOULD BE VERIFIED IN THE
FIELD.
GRANULAR BACKFILL
SUGGESTED UNDER
DRIVEWAY AT SANITARY
SEWER LATERAL ffiENCH,
WATER LINE ffiENCH AND
ANY OTHER EXCAVATED
AREAS. (IF SITIJA TION
OCCURS)
CURB
--
CURB
MILFORD STREET
40' R/W 1890.58)
~~ON
WTR-
-
-
Wffi
.....
[j!ill
~5
i l~
___ 25.0'
:z:
--
IS' OU&SE
----
---
---
20' BL
-
41.0'
"'
'"
~
NOTE: (SECONDARY AREAS
- WESTCLA Y) MAX. HEIGHT:
35' ON LOTS 100' AND
LARGER (TO EVE LINE) 3D'
ON LESS THAN 100' MAX.
COVERAGE: 507.
f
,.,
~
~/
9.0'
8
'"
~
PROPOSED
FRM &: MSY
RESIDENCE
m-S93.8
J.JJ'
8Sl1T
m_S8J.8:t
8
d
N
"'
'"
~
NOTE: (PRIMARY AREAS -
WESTCLA Y) MAX. HEIGHT:
3D' BUILD-UP LINE: 2
STORIES M AX. COVERAGE:
507.
-
16.00'
o
u
'"
~
N
f;; ~~.
. <i(Q:l"
It) Q::' II)
N ",I" '"
'>It N
---
'''.00'
I 888.31
18920 I
1887.61 33.6]'
/' PORCH ,.,
~
:!
/'" 16.J.3'
~
...
PORCH ~ ~::2.8
..........
CONe.
DRIVE:
'"
...
'"
Co
0!.
8
16,.3J'
. I
- 8_._
~ CRAM. I
;;-/ I
d
8-B COURT It)
BROW
m-SH.S:t
RETAINING
WALL
30.0'
~
LOT# 241
34,368 S. F.
\
1892.41
1892.01
1887.51
\
/
67.2'
.~
'-.............
storm~
''''OBeJ'13! ............
P.-Plon ~
'-.............~
BlOCK "8" ~
? ~MONS {
I O&SE&PE 1l84. ~w UN< OF
~"'"
~
NOIT: PAD ELEVATION
SHOWN IS PER PLANS AND
IS NOT THE AS-BUILT
ELEVATION.
\
~
~~
/. S~
/ i<-<:)-(--
/ .,,, ~~
/ ~'<- ii"~'"
/ ~Qj q"<'.9
/ ,;s. <./
/ :\" ,,>C:Pii-'v
/ ~~~, (y0
/ ~~n"j....~
/ ,(f':y'
/ J'> p,<> ,<-"
/ ~.....(;j.c0
. oJ"~'
'v~\\,"'111111111.
~"" ~t>.'G R11111....
~ C.......... 'SA ~~
~ ~ ....~G\STf.?~<'1'b ~
~ "<r ..' ~ "'..'('~
$i?! No \("\~
:m: . \ ':xJ
~ * I LS20200083 i *
- ~ :
~ .... STATE OF .... '
~ /'. .' .
~' .A ...... INDI",,,,~,,,,,',,Q;-,$
~ -y.t,'/)............c'"''-J~
""'1. SUR'l" """
11/11/11111\"\\"
MINIMUM SETBACKS
(100)
NOTE: THE INFORMATION
FOR THE ELEVATION
DIFFERENCE BETWEEN THE
PRIMARY FINISHED FLOOR
ELEVATION TO THE TOP OF
BASEMENT WALL AND TO
THE BASEMENT FINISHED
FLOOR WAS PROVIDED BY
THE BUILDER.
.0
~e = 5 Feet or B% Lot width C B L
tor = 20 Feet
..J...6% of lot width C 8 L (224)
1y Description:
nber 241 Village of West clay, Section 12002, an Addition in Haminon County,
, as per plat thereof recorded as Instrument Number 200400075939 found in
ce of the Recorder of HamiHon County, Indiana.
1"=30'
July 18, 2006
PLOT PLAN
Prepared For:
Woodall Construction
~~
Drown by: DJR
Residence
1813 Milford Street