HomeMy WebLinkAbout06050213 As Built
~~
hneider
eider Corporation
Avenue
~ort Harrison
lis, Indian. 46216-1037
7100
7200 FAX
Engineering
Surveying
Landscape Architecture
GIS- US
Geology
I Plan Prepared Far: Beazer Hames
086-1099 Block "L" (26,215 SF)
'ge of Westc1ay
# 6001
I 200500080672
LlOE 790
, County, Cloy Township
T18N, R03E
h Street (VAR. R/W)
IN 46032
d Date: 04-28-06: By: MBK
ity Restrictions:
d = 5' Minimum on one side
'd = None
Ie = 20% of lot width at building line.
, PUD
COVER CALCULA llON:
14 = 2,196 SF
WALKS X 14 = 633 SF
IALK = 2,596 SF
62 SY
)NT AND SIDES, NOT INCLUDING
o 3' FLOWER BED.)
RE~SION # 1
ADD GROUND COVER CALCULATIONS
DS-D3-06 MBK
RE~SION # 2
CHANGE PRIVATE WALKS TO
3.5' ILO 5.0'
05-10-06 MBK
RE~SlON I 3
R~SED BUILDING DIMENSIONS
PER PLANS
06-12-06 MBK
RE~SlON # 4
RE~SED BUILDING DIMENSIONS
PER EMAIL
06-14-06 AMA
RE~SION , 5
RE~SED BUILDING DIMENSIONS
PER FAX
06-15-06 AMA
Plot Pion Legend
[QQ[[] Proposed Grades
000.0 Existing Grodes
__000.0-- Contour Grade
* Appro,. Lateral Location
- . - Sanitory Sewer Lines
-If - Storm Sewer Lines
- IJ - Water Service Lines
- - - - - - - Sub-Surface Drain Lines
. Manhole (SonHary or Storm)
CD 6eehive Inlet (Storm)
11III Curb Inlet (Storm)
D End Section (Storm)
... Fire Hydrant
- 0 0 0 _ 0 0 0 - Flow Une of swele
- Buildin9 Line (BL / BSL)
- - - - - - - Easement Line
litory Sewer
Jsting Information
Manhole, TC= 906.62
lm Manhole, TC= 908.55
'd Drawing
ing is bosed on construction plans or record
and is not based upon a field survey. The
Corporation does not warrant the accuracy
,ncy of this information. Contractors should
:ting conditions prior to any construction.
~pancy found on this drawing should be
lo The Schneider Corporation immediately;
do so results in the contractors assumption
i1ity.
Carmel zoning ordinance 26.1.1 : The
I district limits height to twenty-five feet
lever a dwelling may be increased in height
-five teet (35') provided the side and rear
increased an additional one foot (1') tor
toot (1') the structure exceeds the first
" teet (25') in height.
ler to enlrure positive
NaY from structure(s).
:tor is to maintain 0 minimum
ten teet (10') belween the
wer and water line laterals,
, HAZARD STATEMENT
CERTIFICA TION
,IIII\\\IIIIIIII/I/Ilili',/,
~\'c:. L I' '/~
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~
TYPICAL SWALE SECTION
~
D
=Ji3,=
~
Assumed North
o 10 20 30
~
SCALE 1" = 30'
HANDICAP
R~\
~ ~tol.~2 / ~ ROLL CURB
: "F' S'W'LX 90B.ill ''I
~V ., I 46.00' 10' DU&SE ~..-? It> ~
,gf- - - 1~ - _12~ - -::lL~
=]l10.5' j
~ 4300 -.:011 '" ~
15.5 ..J . >II. >-~ '" 1;; ~ 1!' ~ !lI
-:'/~~'~ ~~~~ ~ ~ 1~!5~:;; I
~ ;;~ ~ ~~fn~ q 1~OOJ-f~~ ot-::. I
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~- e: - , ~ "-I
~
42.00' h.-
- 15.7' I i> I 10.5'
.1 ~ ~ ... +- I PER PLAN'
- - 'f. t;;~1 :: ~ ~ ~ ill '" I
~U~ ~~~~ ~ '] f~!~~ I
r+ 42.oo"~ -- N I fl1
, 12.3' i- I B
'---+- ';j ~t.sw. Ii: ;;j
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42.00' 12'.3';: c-
115.5..J',>-~ <1;;~I";; I'IJ!III",~~~
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1030 1 42.00' :;;' ~
'" 4 1.00 ",!lI
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. (?[1;jffi 'g ~~~" 5' - jO
-I - ~,~~_~" ~ ~N' % .. '" 'i! ~ 1.00' 12.3' ~ I
I~e ~a:~!:: 9 ~ ~1:- I I-
~II~ 3.5'1 ~ I W
I I 42.00' -, , W
337.00' , 'I.L ~!;>- 0:::
J J.;;_~~ 8.~!n !-,;~;~!-:J21__IE!~: ---
I J:j1 ~<:'ili" ~g~~ OJ ~ f:~~ ci : ~ I~
1 - 7f 42.00' ',nnl !J.Y ~ ~ I gs I
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'-- ;!<!~ ~~el~ ~ 1; -lll::"'r:? I VJ
I ':j1 ~"'Ij!iN e:~- OJ ~ liii~~I~ I <( :
/15.5.., ~~ 42.00' 1.00' "g~ I 1C 50'
t;;~ m~~l" ~ , ~~ j I
I f;!:~',. ~ ~ ~ i!j l'i !!i j:: ~ !i;I ~ I
, /i ~ N ~~~~ 9 ~ iiiiS 171::> - - -
I ~.Q IlIfC I 105'
7' 42.00' : 12.3' 1= PER PLAN I 60.5' - - -
I Iwl~ 1.~ ~1 iRjW
~ ~ ~~~, <~~l" ~ ~ liii~i\~ g ~~~
I <>. "'~,. 8 ~~~~,-= "''' I I
~~ - ~ ~ ....e:~< g 1.0 -- I - --
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L1 I ~!h ~~~~ ~ 'O~~!~ j :
~.... ~~~~ ~1.00'lll2.r*,ln
--. '".I ~ 0.::'- 9
I I~ v-, ~2oo~ 9.~ I
- 15.7'1 t I
I ~ >- lli :I'~III"""AIJ ;0..1
L ~~Lh ~~S~ ~ 1.00Ff!ll~ j :
~~~~ ~~~~ OJ ~I'iii~;< ~ I
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42.00' 1.00' 12.3'~ I- I
.... 'I.L
I "-:+ 1;; ~ ~III~'~
~~I!<!1il ;::~~~ ~ 1.00 ~"'~~ ~ ~
l-_ ,,~I~ ~ ~g~~ 9 ~I ~~~~ ~ :
:IS.5 mn' '" j i
, 12' DU&SE ~Q5'';
1 I I 16.0' 12'BTL V
I ~ I i 90B.41 '?J.
46.00' ~
~J
ORA'MNG~
HANDICAP
RAMP
azard Statement: The accuracy of any flood hazard data shown on this report is
o map scale uncertainty and to any other uncertainty in location or elevation on the
ed flood insurance rate map. ALL of the within described land DOES NOT lie within
cial flood hazard zone AE as said land plots by scale on flood insurance rate map
~ 0205 F for the City of Carmel, Indiana dated February 19, 2003.
CONGRESS STREET
50.0'
RjW
::>
-
29.0'
B-B
I
908.26 )
10.5'
PER PLAN
",,1R.! 1<0
-,,~908."
PER RECORD
JDRAflING \
,'wAU<
90.0'
RjW
,
19.0'
B-B
-,
/1
ROLL CURB '"
16.;'
PER PlAN
::>
(906.14)
'"
~~RAFT~N STREE~ I
}
I
~~C.?
g~i
IleJ<
::dc...15
I- 29.0
B-B
~i!i
ClC;!u~
!i!~il!
"e;<
~Q:f5
(906.10 )
\ HANDICAP
~r
~ ~~" /'
~ gl!!j~ ~
~~<
, 29.0.' _ ,,~~ -~,-
SO.O' B-B "'- ~ "
R/W ~
60.5' ]C-907.35
RjW ~~~~~~Ul<u I /
49.0' . -
B-B
;
---
I
I
---
I
---
I
I
29.0' _
I B-B I
I
1050'
SO.O'
RjW
o
o
..,,:
~
~
---
I
---
~
I
---
---
---
---
60.5' I
RjW
49.0'- --
B-B
T",,906.63 I
PER RECORD
~
~'~E
~~C.?~" l'
~~II ~ ~
IlIffi:5jO ~
1-c...C5 ..-- .~
;,
"-
TC-907
PER REI
RAWlNI
HANDICAP ~
RAMP
l~iZ
( 907.52)