HomeMy WebLinkAbout1421.97.3:lY.W i w.vaw+r
0.5X 64s.�s
_ W
wC •
11
2
SQ. FT. 10736 SO. FT.
PAD NO PAD
MFE =846.7
-846.6
513 STA. 1 +30.24
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r
4 j .18' 14.60fi8s;
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N
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W
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10
4
0891 SQ. FT.
W
NO PAD
MFE =846.5
SWALE WffH S50 - 844.68 - - - -
845.00
N
9,
4
11076,A FT.
W
NgPAD
MFE =846.1
W-V
S V4S•23'
N
V
4
W
8
11251 SQ. FT.
NO PAD
MFE =845.7
M
644.30
$$0 CLEANOUT 644.03 �� 0.5% 643.70
M. .
� 845
N N
O 7 ' 6
11141 SQ. FT. 10805 SO. FT.
NO PAD NO PAD
MFE =845.3 MFE =844.8
E-4".00
A ■55. tt S 0
44. 38'
�29.82
Z T 20 TCB S843.56
1.47 STA 0 +34.1��TC�845 5 / 644.1 843.6 �
844.55 884 f i i
\ � � 14
17 i 9 �0 21 TC =843.85 22
1818 SO. FT. `z 18
NO PAD 7937 SQ, FT,� 7x52 SQ. FT. 756 SQ. FT, 7539 SQ, FT. w 9092 SQ. F .
0 NO PAD -55 NO PAD 646.10 N PAD 84s.7o NO PAD 84s.3o NO ,PAD 8
MFE =846.5 MFE =846.1 MF =845.7 MFE =845.3 MFE = 844.8- N
89.46'12• E "-� y
130.82 \ w w 7' ! fah SSD1 CLEANOIl1 N I SSD CLEANOUf
E.,g
8692 SQ. FT. 4• 1 / a44.ot N 89'46'12' E $ 335.00' 843.04 w % 842.56 $ ^'
NO PAD SSD # 0.75X 65-00' 15' E. 5.75X o 65.00' 65.00' 0.75X 75.00'
MFE =847.2 CLEAV40U1 ^� a '^ rn
-� o +
30 �� rR
8916'12- E` i �,� 29 1 281 27 26 %
138.89' 7937 SQ. FT. 9- 7636 SQ. FT. 7392 SQ. FT.
\647.20 � � � 7625 SQ. FT, 9220 SQ. FT,
31 \ °`6'20 NO PAD / NO PAD NO PAD / NO PAD - NO PAD o
MFE =45.5 MFE =845.1 MFE =844.6 MFE =844.2 o MFE =843.7
!8 SQ. FT. aa5.5o 84s.to / 844.60 844.20
'68 NO PAD I I ! ' TC =843.15 1 8
00 MFE =846.2 , e �+ �0 06 TC =842.52
TC =844.601 / 15. 842.7 28
_ O5 4.0
843.6 65. 9' i 3.1 4 0 . 1 9
FT.
•.t1' N t+ -150.
M 8;45'12' E +8 _+gA' "5
371
10726 SQ. FT.
`^ NO P.AD
138
10798 SO. FT.
N NO PAD
I Er
fwf 4>+ 4►. l.os
M 552211 �$ + ;S 842.44 LAl i !3
843.1 - 17
842.7 i' 842.2
5')! E
15�B. 0 �R, !2
a, TC =842.52
39 1 40 1 41 1
111P4 SO. FT. 11327 SQ. FT.� 11061 SQ. FT.
NO PAD _ R NO PAD I st NO PAD
E
1J' U. i(D. �.- j
26
TC= .80
142
10727 SO. FT.
N N.;
o Kn PAn _
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This plot plan of Lot 20 in Williams Mill is made for the exclusive use of Homes
By John McKenzie for the purpose of obtaining permits and is not to be used to
represent an as -built condition. Existing grades shown hereon were taken from an
approved Development Plan for this project. The location of underground sewers
and utilities shown hereon are plotted by scale from design plans, actual locations
may vary.
10T 20 .N AW L /A 445 M/L L
f,/A M/! TON CO. CARM C41 /N.
/SEC / ?- /- 97 INST. "' 9709T.S/?SQ M ?, SC 5?
AODAU75S : 465 ,641RL /A/C 70M LANE
REVISIONS PAUL I. CRIPE, INC. ' CIVIL ENGINEERING
� "'"•�
7172 GRAHAM ROAD LAND SURVEYING
�. � INDIANAPOLIS, INDIANA 46250 ARCHITECTURE
P o
• 13171 842 - 6777 • LAND PLANNING
CERTIFIED BY = DWG. TYPE FILE NUMBER SHEET
--o: TECH. CHK. DRAWN BY SCALE DATE CLIENT
` s� TE • : iPit/ / "� ?0 �? 97 101W1 -S BY J01/�1 / ti/eeENZ /E
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e '
JOB NUMBERDFTNG. CHK. DRAWING TITLE P107 %Z/ /� [91710101-6'1 - 1010101d •^
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