HomeMy WebLinkAbout06050207 As Built
~
~neider
er Corporation
renue
t Harrison
lodilllla 46216-1037
10
JO FAX
Engineerin&
Surveying
Landscape Architecture
GIS 'US
Geology
'Ian Prepared For: Beazer Homes
6-1099 Block ''L'' (26,215 SF)
of Westday
6001
00500080672
E 790
'ounty , Clay Township
8N, R03E
Street
46032
Dote: 04-28-06: By. MBK
(VAR. R/W)
Restrictions:
= 5' Minimum on one side
= None
= 20% of lot width at building line.
'VD
VER CALCULATION:
: = 2,198 SF
.KS X 14 = 633 SF
( = 2,596 SF
SY
AND SIDES, NOT INCLUDING
I' FLOWER BED.)
REV1~ON , I
AOO GROUNO COVER CALCULA~ONS
05-03-06 MBK
REV1SION , 2
CHANGE PRIVATE WAlKS 10
3.5' ILO 5,0'
05-10-06 MBK
REV1SION , 3
REV1SED BUILDING DIMENSIONS
PER PLANS
06-12-06 MBK
REV1SION I 4
REV1SED BUILDING DIMENSIONS
PER EMAIL
06-14-06 AMA
REV1S10N , 5
REV1SEO BUILDING DIMENSIONS
PER FAX
06-15-06 AMA
Plot Plan Legend
I 000,0 I Proposed Grodes
000.0 Existing Grades
__ 000,0-- Contour Grode
* Approx. Loterol Locotion
- . - Sanitary Sewer Unes
-... - Storm Sewer lines
- 'W - Water Service Lines
- - - - - - - Sub-Surface Drain lines
. Monhole (Sonitory or Storm)
. Beehive Inlet (Storm)
l1li Curb Inlet (Storm)
D End Section (Storm)
.... Fire Hydront
- 000 - 000 _ Flow line of swole
- - Building Line (BL I BSL)
- - - - - - - Easement Line
ry Sewer
n9 Information
mhole, TC= 908.62
Monhole, TC= 908.55
Jrawing
is based on construction plans or record
j is not based upon 0 field survey. The
rporotion does not warrant the accuracy
I of this information. Contractors should
I conditions prior to any construction.
lCY found on this drawing should be
me Schneider Corporation immediately;
so results in the contractors assumption
Irmel zoning ordinance 26.1.1 : The
,trict limits height to twenty-five feet
~r a dwell1ng may be increased in height
, feet (35') provided the side ond reor
reosed on odditionol one foot (1') for
,t (1') the structure exceeds the first
eet (25') in height.
o ensure positive
from structure(s).
is to maintain a minimum
, feet (10') between the
and water line laterals.
IZARD STATEMENT
RTlFICA TlON
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TYPICAL SWALE SEC110N
~
~
=~=
~
Assumed North
~O
SCALE 1" = 30'
r
I
, ' w, ;J;!
~1~9~~c~0
~ RA\\1NG
HANOICAP 908.26) (908.10)
RAMP \ IA
ROLL CURB ""
10.5' ~ 29.0' ~<ll!ig.. __
7 ." ~ B-B - :?5 "-
~hg~~ ~ I_~~ ~'-' f"
100 NO -lQ I
. -- ~ g ~ ~
t; 60.5' 1C=90D5
I R/W ~~~,;~t'" 1/ /
W
'vi
I
'vi
"I
CONGRESS STREET 50.0'
R/W
-
29.0'
6-B
I
HANOI CAP
JAMP
10.5'
PER PLAN
~ ~t.i.~2 I I
:: R~COR' I 5W,u< I 908,8 I
~ ~ 'I 46.00' 10' DU&SE
.g_ __ 18.:2:... _ 12:..mh.
"~ 4J.00
~5l:[; >-~~g~~ ~~~~ ~
~ N N ~~~~_ 9
g; I:;"::: fED::
"!.: I-- I 42,00'
*. T 1.0< 12/:\
..:~~ ' <.>~tj.. ~ ~Hr~~1-
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i;j I!i ,n'" ~ .=
42,00' ., ~
1 - 15,)' I _ = I 10.5'
~ ;:; m _IPERPLAN
"':f~;I~~ ~~~~ ~ 100fl"!Il( >< :
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I~ =>fE~!:: mi3e ~ I
1.-- N~'od
42,00' 12.30; - I
115'5.....'~ t: >- 1.~11 ~'" 8 I
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p...., ~ 8 ";2J~ g - ~ I
I r:t:~ ~~ ~EE~~ 9 1.~-h.1Z.J';' I l-
I I 42.0D' :11,...... ~ I [::J
337.00' / ',. '" ;;.... I 0::::
I ~,,- ~l'J.. n ;:: :...... ::::i f-
_ ~--li~~"$- ~:ili3:<. glOO L!Il\'~ _i~I@"""_
I "1"'* ~ I~ ~ ~I~~ 9 1;: Igoic \;;: l::r gJ
e ~ r~~:; gJ If-'"
I I - Is.r"',- 42,00' , nnf 13.3': ~ I 0::::
~ ~ 1:: ~mt... - I ~
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15.51...,~ , ," ~ Ig "b I
I IT 42.DD' 1.00' ';];:!~
I f'~~ ~ ~~~~ ~ ~ I!i~ ~ :
, ,__, ~~ ~~El~ ~ ;! E~"7- I
r':.:= e:a::- 9 ....0 *' ~
I I _I.-. ~~' 42,00' 1~3~ :: f- I p~Oi~1 60.5'
I f"! ~ 1.0_0' ~~ I . I R/W
I ~ ~ O!U 8 ~w~~~ ~ ~ Ig~~ ~ ~=~
:......L.... .!:.. t:!~I~ ~ ~~~~ g 1.0n 'N;*, :
I ~ f. L-+ e: t: 15II1IU'WAU
r I 42,00~ D" ty I
L' ~ ~!h ~~g~ ~ 10i I~!~ ~ :
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I-.. r./ N ::;lg~l- 9
I .~~ ~ 3
_ ;5.7'\ 42.00' ~"" [1'-
I ~ >- =",'n~:
L ~~I.~~ ~~n g 1.00 ~~~ :
TI '1A-~~ N ~~~" 9 1;: ,gB"- ~ I
'i I,,];:!:I. I
42.DO' 1.00' 12.3' I- I
I '-:::+- >- ~ ~ ~IIII"~ "' 1-
~ ~~I!!,g ;~~i",!i g 1,00 ",11l~ r;...
iJi,l!i... .,,, .. ,iii~O:: "''-'' I
- ~~I"!2N => ~t:: ...J C IN'd"
155"" I
I' . '-Jl -r HM' , ~ ~ I
, 12' DU&SE 1Q.5' L 2: f- 29d
,- I 18,0' 12' BlL ~V/ B-B
I 46.00' I9OB.4l ",,0,7, d",
5'W'U< ~'!...l,~ il! ~ ~
'. PERRECOROh ~ ~~~ I
DRA'Il1NG~
HANOICAP
I 16.5' / I RAMP
90,0' 19,0' PER PLAN ROLL CURB CII
49.D'- --
B-B
---
---
c
c
r.
(7.
---
I
---
---
;
---
---
10 50'
50,0'
R/W
0
0
I ..f
-
-
I . ,
I
;
I
---
60.5' I
R/W
49.0'- --
B-B
1/
<
;~
TC=906.63
PER RECORO
OR'\\1N~,
50,0' ~
.". ./ 0,5' ..
........
~~'" I~ "
il!~il!1 ~ ~ "-
~!l!~I~ .r~~
I "'0
ijiq1<O
-,~906."
PER RECORD
/ ,,,.,, \
1C=907,98
PER RECORD
RA\\1NG J
1
I
907/ 3
7
R/W 6-B
I
~ HANOI CAP
"- RAMP
~
II
II -
A (907,52)
:::::-- CII
(908,14)
rd Statement: The accuracy of any flood hazard data shown on this report is
ap scale uncertainty and to any other uncertainty in location or elevation on the
'ood insurance rate map. ALL of the within described land DOES NOT lie WithIn
nood hazard zone AE as said land plots by scale on flood insurance rate map
05 F for the City of Carmel, Indiana dated February 19, 2003.
GR~ STREE~ I
]I
I
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