HomeMy WebLinkAbout069-94 SP Secondary Plat.1ASHMORE TRACE
Secondary Plat
Submission Date: JULY 25, 1994
The undersigned, SAFCO Inc., by Richard Fisher, owner of the
real estate shown and described herein, does hereby lay off,
plat and subdivide in accordance with the within plat. The
restrictions, limitations and covenants are recorded in
Instrument #-----_--__-- and are hereby imposed and
shall run with the land contained in such plat.
,c
This subdivision shall be known & designated as "Ashmore
Trace."
All streets shown and not heretofore dedicated are hereby
dedicated to the public for its use.
Witness my signature this day of 1994
9� U_
RICHARD FISHER
SAFCO INC.
STATE OF INDIANA
COUNTY OF HAMILTON
Before me, the undersigned, a Notary Public in and for said
County and State, appeared Richrd Fisher, of Safco Inc.
who acknowledged the
foregoing instrument as his voluntary act and deed for the
use and purposes therein expressed and affixed his signature
thereto,,,,.., ,�/
N* my nd Notarial Seal this"`tay of 1994.
Q 1 •��•� a-� •E'
�Q(hfyoRi+�i:+C J.w
►,�� xpires:
L EGA L DESCRIPTION
Part of the Northeast Quarter of the Northwest Quarter of Section 22,
Township 18 North, Range 4 East of the Second Principal Meridian, Clay
Township, Hamilton County, Indiana, more particularly described as
follows:
BEGINNING at the Northeast corner of the Northeast Quarter of the
CURVE DATA
TABLE
Second Principal Meridian, Clay Township, Hamilton
County, Indiana;
thence South 00 degrees 06 minutes 40 seconds
West (measured bearing -
assumed basis of bearing is South 90 degrees 00
minutes 00 seconds East
on the North line of said Northwest Quarter) 614.44 feet on the East
line of said Northwest Quarter to the center line of the Emily Vestal
CURVE
DELTA
CHORD DIR.
RADIUS
LENGTH
TGNT.
CHORD
C-1
3.) thence South 37
degrees 19 minutes 26 seconds West, 69.15 feet;
225.00'
136.27
70.30
134.20
-
degrees 34 minutes 13 seconds West, 79.44 feet;
7.) thence South 53
175.00
144.08
76.40
140.04
-
10.) thence South 43
degrees 12 minutes 30 seconds West, 106.27 feet;
275.00
91.09
to the South line of
90.67
-4
51'
1 7 '1 1'*E
200.00
179.95
96.58
173.94
_
on the West line of the
Northeast Quarter of said Northwest Quarter to the
200.00
156.99
82.79
152.99
C-6
7
N 4' 1 "E
250.00
345.35
206,63
318.54
_
Subject to the right-of-way for 146th Street.
290.00
518.04
360.36
451.86
This subdivision consists of 67 LOTS, numbered 1
1
Block "B" and Streets, all as shown on the within
290.00
55.44
27.81
55.36
C-9
Witness my signature this �:day of ���/�+s-�e+�19y�
/
545.00
113.59
57.00
113.38
C-10500.00
?' N.
No.
Allan H. Weihe, Reg. L.S. - Indiana #10398
56.08
28.QZ
56.05
C6-1
1623
526'25 21 W
200.00
57.79
29.10
57.59
C7-1
18'04 56 1
S09'06 12 W
200.00
63.12
31.82
62.86
C8-1
12'32'00" 1
506'12 16 E
200.00
1 43.75
21.96
43.66
C10-1
16'56 25
SO4'00 04 E
250.00
1 73.92
37.23
73.65
C11-1
02'02'15"
S05'2914 W
250.00
1 8.89
4.45
8.89
C15-1
15'55'43
§01'2728 E
225.00
62.55
31.48
62.35
C16-1
14'18'07
516'34'24"E
225.00
56.16 -
28.23
56.02
C16-2
25'08 31
S11'09'12 E
50.00
21.94
11.15
21.76
C17-1
42'4402"
S22 -47'04"W
50.00
37.29
19.56
36.43
C17-2
51'38 38
S18'19'46"W
50.00
45.07
24.19
43.56
C18-1
57'20'49
S36'09 58 E
50.00
50.04
27.34
47.98
C19-1
69' 4'1
N80*27o32%
50.00
60.57
34.62
56.93
C19-2
08'49'35-
N50'10 12 E
50.00
7.70
3.86
.69
C20-1
59'02'57"
S84'06'29"E
50.00
51.53
28.32
49.28
C20-2
07'51'25
S70'17'45 E
22500
30.85
15.45
30.83
C21-1
1 15'47 46
S82'07 20 E
225.00
62.03
31.21
61.83
C22-1
19'53'11"
N80'02'12 E
275.00
95.45
48.21
94.97
C23-1
16'23'52"
N61'53'40"E
275.00
78.70
39.62
78.44
C24-1
16-23-52-
N45'29'48 E
275.00
78.70
39.62
78.44
C25-1
16'23'52
N29 -05'56 "E
275.00
78.70
39.62
78.44
C26-1
10'04 05
N15'51'57"E
275.00
48.32
24.22
48.26
C29-1
13'37'35"
N04'01 08 E
315.00
74.92
37.64
74.74
C30-1
14-27'05-
N10'01 12 W
315.00
79.45
39.94
79.24
C31-1
14'2705
N24'28'18 W
315.00
79.45
39.94
79.24
C32-1
14'27'05
N38'55'23"W
315.00
79.45
39.94
79.24
C33-1
14'27'05"
N53'22'28"W
315.00
79.45
39.94
79.24
C34-1
14'27'05"
N67'49'33"W
315.00
79.45
39.94
79.24
C35-1
12'45 05
N81'25 38 W
315.00
1 70.10
35.20
69.96
C36-1
12'45'05
S85'49'17 W
315.00
70.10
35.20
69.96
C37-1
01'55'01
§78'2913 W
315.00
10.54
5.27
10.54
C38-1
47'10'18
N11'06'53 E
150.00
123.50
65.49
120.04
C39-1
05'54'52
S80'2910 W
265.00
27.35
13.69
27.34
C40-1
06'24'12"
S09'1610 E
300.00
33.53
16.78
33.51
C41-1
12'34'28
S00'l3'09 W
300.00
65.84
33.05
65.71
C45-1
10'3215
S01'1416 W
175.00
32.19
16.14
32.14
C46-1
47'03'57
§27'33'51 "E
175.00
143.75
76.21
139.75
C47-1
38'55'24'
S70'33 31' E
175.00
118.88
61.84
116.61
C48-1
04'48'26'
NO2'28'60 E
525.00
44.05
22.04
44.03
C49-1
01'3711
N05'4147"E
525.00
14.84
7.42
14.84
C52-1
04'22 54'
N04'18 57 E
520.00
39.77
19.89
39.76
C53-1
07'33'35'
N01*3919 W
520.00
1 68.61
34.36
68.56
C54-1
09'0812
N01'56'17 E
570.00
1 90.89
45.54
90.80
C55-1
02'48'18
N04'01 57 W
570.00
27.90
13.95
27.90
C55-2
31'59'46
569'42 05 E
265.00
147.99
75.98
146.07
C56-1
23'15'36
S42'04 24 E
265.00
107.58
54.54
106.84
C57-1
23-33'02"
§18'40 05"E
265.00
108.92
55.24
108.16
C58-1
17'43'29-
S01'58 11 W
26 .00
81.98
41.32
81.6
C61-1
15'16 05
S18'27'57 W
225.00
59.96
30.16
59.78
C62-1
29'41 34
S40'56'47 w
225.00
116.60
59.64
115.30
C63-1
34'1112
S72'5311 W
225.00
134.25
69.19
132.27
C64-1
06'25'36'
NO3'17'35"E
475.00
53.28
26.67
53.25
C111-1
24'11'48"
S22'36'08"W
200.00
84.46
42.87
83.84
C112-1
26'18'50" I
N21'32'37"E
250.00
114.82
58.44
113.81
L EGA L DESCRIPTION
Part of the Northeast Quarter of the Northwest Quarter of Section 22,
Township 18 North, Range 4 East of the Second Principal Meridian, Clay
Township, Hamilton County, Indiana, more particularly described as
follows:
BEGINNING at the Northeast corner of the Northeast Quarter of the
Northwest Quarter of Section 22, Township 18 North,
Range 4 East of the
Second Principal Meridian, Clay Township, Hamilton
County, Indiana;
thence South 00 degrees 06 minutes 40 seconds
West (measured bearing -
assumed basis of bearing is South 90 degrees 00
minutes 00 seconds East
on the North line of said Northwest Quarter) 614.44 feet on the East
line of said Northwest Quarter to the center line of the Emily Vestal
Ditch (an open legal drain); the following eleven (11)
courses are
included for mathematical closure purposes, the actual boundary follows
the meanderings of the center line of said ditch;
1.) thence South 36
degrees 50 minutes 56 seconds West, 31.85 feet;
2.) thence South 32
degrees 20 minutes 13 seconds West, 109.31 feet;
3.) thence South 37
degrees 19 minutes 26 seconds West, 69.15 feet;
4.) thence South 32
degrees 58 minutes 03 seconds West, 122.09 feet;
5.) thence South 04
degrees 18 minutes 41 seconds West, 48.05 feet;
6.) thence South 39
degrees 34 minutes 13 seconds West, 79.44 feet;
7.) thence South 53
degrees 26 minutes 31 seconds West, 44.06 feet;
8.) thence South 56
degrees 08 minutes 30 seconds West, 56.72 feet;
9.) thence South 00
degrees 42 minutes 06 seconds East, 50.76 feet;
10.) thence South 43
degrees 12 minutes 30 seconds West, 106.27 feet;
11.) thence South 34
degrees 27 minutes 48 seconds West, 169.99 feet
to the South line of
the Northeast Quarter of said Northwest Quarter;
thence North 89
degrees 55 minutes 13 seconds West 825.93 feet
on the South line of the
Northeast Quarter of said Northwest Quarter to the
Southwest corner of
the Northeast Quarter of said Northwest Quarter;
thence North 00
degrees 08 minutes 44 seconds East 1323.93 feet
on the West line of the
Northeast Quarter of said Northwest Quarter to the
Northwest corner of
the Northeast Quarter of said Northwest Quarter,
said corner being
collinear with and equidistant from the Northwest
corner and the
Northeast corner of said Northwest Quarter; thence
North 90 degrees 00
minutes 00 seconds East 1314.73 feet on the North
line of said
Northwest Quarter to the POINT OF BEGINNING. Containing
36.10 acres,
more or less.
Subject to the right-of-way for 146th Street.
Subject to the Statutory Easement for the Emily Vestal Legal Drain.
Subject to all legal easements and rights-of-way.
This subdivision consists of 67 LOTS, numbered 1
through 67, Block "A",
Block "B" and Streets, all as shown on the within
plat. The size of the
Lots, Blocks, and the width of the street right-of-way
is shown in
figures denoting feet and decimal parts thereof.
Witness my signature this �:day of ���/�+s-�e+�19y�
/
Mp111N/N/�4
( L
*i.
0
N
2' N.A.
_
?' N.
No.
Allan H. Weihe, Reg. L.S. - Indiana #10398
�=
10398
5.58 -
/3' O. & D E. 248- 29
- - - - - - - - -
STATE OF f+
BOARD OF PUBLIC WORKS.3
40-ftiya '`�•�•M OQ`.•
URI
Plat Approved:
1 17.33 89.28
30' Dromo
Rick Mc
Ted J
II
Mayor
I91q
David Cunnfn m
Department of Community Development
Carmel, Indiana
This Instrument Prepared by Allan H. Weihe, President - Weihe Engineers, Inc. SHEET I OF 2
ASHMORE TRACE
Secondary Plat
Submission Date: JULY 25, 1994
N.W. COR. N.E. 1/4 N.W. 1/4
SECTION 22-T18N-R4E
NORTH
r
LINE, NW
1/4, SEC 22-T18N-R4E
I
3
N.E. COR.
SECTION
N.W. 1/4
22-T1811N-R4E
§90'00'00"E -
1314.73'
Centerline of
146th Street
298.87
}
-
8
< I
0
n
o c6
n
b
ri
n
2' N.A.E R/W LINE
( L
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2' N.A.
R/W LINE
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��
253.43
5.58 -
/3' O. & D E. 248- 29
- - - - - - - - -
--�J,fl �. t.�
w0
`�' - -
15' D. d UE 430.17
- - - - - - - - -
- - - - - - -
1 17.33 89.28
30' Dromo
89.28
Utdity & Drive
170,65
63.69
10' Sgn
Esnt `dj �A e�
Ib
. t.
BLOCK A
)
//10'SWEsnt
-- ----
---- -----
I
24212 SF
Jo.,
w
w
40' BL
o
I
J. VARIABLE WIDTH
�Se DRAINAGE ESMT
tr ;
/���'
/
p,
/ / Q ` f
4 bpr) 3 C4
�j
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rn
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4e�9
n �^�
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13194 S.F^ Z 11856 S.F.^
11855 S.F.' $ 16004
ti
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S.F.
5 70' D. h U.E.
7 .8 h
/moo' 89.28 89.28 66 32 ry
I tis 16684 S.F. /� ��� o N90.001oo"w yp�
I .9s ',sem / o� •r ,�/ /2 ,;
J� Mt01
°° b ~ Mh 0ti O
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14902 S.F.S>>S6- 742'tSE N9549'17"E N81' .38.w
W 6 N7 �--I �- �94�39 NG>,4 / i.
N>1.5J• 4i ^� i 0. U.E 3 .Yo 1 9'3.J -k, �\ ►`�
W 1 7° K ^ 0 10 o s C,pl
pal 3,,, �.h 37 36 "�l l0 35 N5
of o ti i h 38 go r 8363 S.F 28892 S.F 128892 S.F.
t7 4 �SJrs
��I 10497 S.F. �o-^ h 16352 S.F. z 22' e� _ 2 10024 S.Fo�,,°jj
_ 70.10 70.10 ` /�ti d
N89'S6'16-w t5. 6372 t0C37,t C36-1 C35-1 >g\ / /�� 3`3
1
12096 41)
13g 46 R A� 9 C34 �5 10035 S.F
O
o
p ! GE t °°�w` s
8 I 9416 S.F. u CHERRY REO 22g29 C35 -j c5s, 99 ��'°
I N7T31 4' 95.77 = 7.3 N 14j9 ? C�J\,s l r 32 /p
N89.52'23'W N - r� 9
N 1
132.99=071= o g o i� z\ 9 9995 S.F.
?
1 �. °� _� o°!� \+c11094 S.F� 12895 S.F.B`v Neo �Clc^
10596 S.F. n t^ 4 0 84.33
t ' oN t N'S�
LJ _ 10236 S.F. 41 NJ 56 `' 31
149.68 13 30 J
�� NBS55'Sfi E 111.58 o.J 8T22'11'E �5
� I m I ou oL59.12 9510 S.F. o �\ 11085 S.F.
110 08 \
s 10 U 1 1 53 OD w - ��,. ��� t30.p0 E
pZp I 1 1592 S.F. O �_ L,± I 41 oUl I2 8922 S.F. \ N7745'15 01 Z
137 S.F �Nl N88'45'24W ^ L. o
I 155.35 1
'D 03 57 �N' ` 30
N N I m 1 v > Na3'41 46-w I 1+ ° N 1 IN 54 9632 S.F. ` w 1 12195 S.F. �� f
(V o I 1 1 I 110.03 5,G v I 1 9914 S.F. \ y o� r. I
N W `
LIJ ^ I 11348 S.F. f I 42 I h 8861 S.F. N8125'3 W 3 51 '� BSio 00 E ' 130-00
I'0 I n N83 "' J� .4 i l N8T12'20"E
8658 S.F °�� 29'3rW • N °'
147.14 U a^o 109.90 I 6 �I a 58 p b not # I
o I 1 2 O NeS02g7 ,-W �� 5 1 10589 S.F. nl 1100 9268 S.F. cc 1 0 "�' { 29 1• ,W,
0
K co Z o�
Z I 10722 S.F. I� N '�� M�W'� i^ 8553 S.F. i L zs�o L '-j7g10°5-W ( , 12127 S.F.
bo
L 7.5' D. k U.E Jv vi L�1 ^tl I b n �9 7 ^ WvJ /- _ n v oa
LJ -t o C7 n o;, _5 4_U E n Z - rW 110.00 730.00 I z
Z O --- j - I N 4 V ad�v� -�! Q 1 125.68
0 138.78 3 ^� ^ol ,� �, J 01 /ao ' N7g10 05 W
Floodway Limits o
I�
O
O
BLOCK B
538,146 S.F. /
VARIABLE WIDTH DRAINAGE ESMT- /
Green Space /
Common Area /
/ IPF
31.85'
S36'50'56"W
109.31 '
/ S32'20'13"W
�.
/ o/
69.15'
S37'19'26"W
O o 8668 S. F. Z 7s I /
Z 0 I 13 0 I� 3 0 66i rbc 59
w n 1 10095 S.F. I o I 0.32 I^ 50 N O i 10409 S.F. m/ 8365 S.F. n N 10 CO IN 28 /
3 `) lit'If 44 8461 S.F. W 110,0p a 11050 S.F. jo /
130.42 ' r n I 8569 S.F. �I N83'2937 -W ob F 119.25 1300° 1 J `
�' 1 109.6, o I r, 60 N o W '� Green Space
8 I 14 �^ so
N8 29, 7-w 1 �� v I 65 V ro841a .FN 1J� b 3 Common Area
o ! -
9470
68 S F II� mll 770 s7 I 49 to 9078 S.F. ^ N79 iQ'O w Q � 557S.z O ) 8439 S.F.W7�/45 0 1 I� o N8329'37 -W 1p.00 Q a 11F. �$
122.06 In 9512 S.F. OI I N84'33'51'w + o+ 116.73 1�� / 0 4/ O '� 1 fQ7 LL /��
I ^1 N 109.69 _ ^� �,� Ino 6 1 I 30.00 /
QD
o m 17 n nl z 8755 S. F- U n N7g1p.°5'ty \QJ
I
15 I n N85'58'08"E \n 48 N 1 � '0' U 10 1, 1 dl 96b9 J.F. /j y
I 9021 S.F. I I 8375 S.F. -
6 S 26
10u � `rates 7, 5' D. h U.E l o a0 ry72 63 �/°�� 9g1j°aw � V chi ^°� � W /
/ W/ to
122-09'
S32'58'03"W
48.05'
SO4'18'41 "W
79.44'
S39'34'13"W
122, 39 0. 4 6 s ;� - - n - a° 62 11855 S.F. ,y,� 44.06'
S o� 11005 S.F.10
-
\ \ 4 N89'58'47 E 50 Al8'4rE 9247 S.F./`/�� / '30 P 553'26'31 "W
I 1 6 Ga :\ 87.50 1 I li1J �O /y ° "ss° °0 0/� 2 56.72'
9953 S.F. x a d4j � 41 ; *; e o 5'60" /
m s\ ti . ti ci �. o �,� ; c" m' / w ' $56 08'30"W
4 7 ► I I -b 63 ^ / 25 50.76'
142 77 t 5071 S.F. 1 o 112008 S.F. ti° //�,- /
$ I �' 20� 84 =' 1 ^ o I o ° � 12330 S.F. / J $00'42'06"E
_ `� b
I 17 ° /
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1 9548 S.F. ^ kA��\ A C4 1,9 CTE 4605 ^ 63 1342, ryA I \J41
SCALE: 1" = 100'
PREPARED FOR:
SAFCO INC.
12220 N Meridian St., Suite 155
Carmel, Indiana 46032
Telephone (317)843-1309
PREPARED B Y.--
WEIHE ENGINEERS, INC.
10505 North College Avenue
Indionopolts, Indiana 46280
N89'52'23"w
`'M C-5 -1 - C63- � 7", oB'y / / 106.27' Telephone (317)846-6611
WI 115.16 o C20-1 c 71.0, 2867 c1��0 i 24 / S43'12'30"W LEGEND
JI \sa �,`' ti 2p 2 Na9sb'4rE / D. & U.E. - Drainage and Utility Easement
A5 \ .a G\9 51.53\�85 cz1-1 G22-1 %11 e` a, +o 12330 S.F / 30
�' C19-' ��° 62.03 8697 zT` 71 9545,/� D.U. & C.T.E. Drainage, e, Utilit and Cable T.V. Easement
of 6o s7 - �� Q Z ytie /o�� 9 Y
NI 18 22' BL 3 - 23 �" / �o� D.U. & L.E. - Drainage, Utility and Landscape Easement
18659 S.F. G •
Go
I ,� 13253 S.F. 9 Y P
° 19 b w 22 ,vo N.A.E. -Hon-Access Easement
21 / Q �'� 169.99
b - 20 Z Z 15685 S.F. /
L - - -? 10796 S.F. Z 10804 S.F 13088 S.F. - �� titi /�,��� S34'27'48"W 5/8" Rebar
- - - - - - - - - - - - - - - - - o
25' D.U. do L.E. Q / O Copperweld
87.65 118 32 78.04 ,07.00 so 14718 0 4" x 4"x36" Concrete
N89'55'13"W - 825.93' / Monument (to be set
S.W. COR. N.E. 1/4 N.W. 1/4 / in field during construction)
SECTION 22-T18N R4E SOUTH LINE, NE 1/4, NW 1/4, SEC 22-T18N-R4E
Note: Property lines of all street intersections shall be
rounded off by arcs having radius of 25 feet. The SHEET 2 O
dimensions shaven on the within plat are to the P.I.
This Instrument Prepared by Allan H. Weihe, President - Weihe Engineers, Inc. of said arc.
co
I
3
Floodway Limits o
I�
O
O
BLOCK B
538,146 S.F. /
VARIABLE WIDTH DRAINAGE ESMT- /
Green Space /
Common Area /
/ IPF
31.85'
S36'50'56"W
109.31 '
/ S32'20'13"W
�.
/ o/
69.15'
S37'19'26"W
O o 8668 S. F. Z 7s I /
Z 0 I 13 0 I� 3 0 66i rbc 59
w n 1 10095 S.F. I o I 0.32 I^ 50 N O i 10409 S.F. m/ 8365 S.F. n N 10 CO IN 28 /
3 `) lit'If 44 8461 S.F. W 110,0p a 11050 S.F. jo /
130.42 ' r n I 8569 S.F. �I N83'2937 -W ob F 119.25 1300° 1 J `
�' 1 109.6, o I r, 60 N o W '� Green Space
8 I 14 �^ so
N8 29, 7-w 1 �� v I 65 V ro841a .FN 1J� b 3 Common Area
o ! -
9470
68 S F II� mll 770 s7 I 49 to 9078 S.F. ^ N79 iQ'O w Q � 557S.z O ) 8439 S.F.W7�/45 0 1 I� o N8329'37 -W 1p.00 Q a 11F. �$
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m s\ ti . ti ci �. o �,� ; c" m' / w ' $56 08'30"W
4 7 ► I I -b 63 ^ / 25 50.76'
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SCALE: 1" = 100'
PREPARED FOR:
SAFCO INC.
12220 N Meridian St., Suite 155
Carmel, Indiana 46032
Telephone (317)843-1309
PREPARED B Y.--
WEIHE ENGINEERS, INC.
10505 North College Avenue
Indionopolts, Indiana 46280
N89'52'23"w
`'M C-5 -1 - C63- � 7", oB'y / / 106.27' Telephone (317)846-6611
WI 115.16 o C20-1 c 71.0, 2867 c1��0 i 24 / S43'12'30"W LEGEND
JI \sa �,`' ti 2p 2 Na9sb'4rE / D. & U.E. - Drainage and Utility Easement
A5 \ .a G\9 51.53\�85 cz1-1 G22-1 %11 e` a, +o 12330 S.F / 30
�' C19-' ��° 62.03 8697 zT` 71 9545,/� D.U. & C.T.E. Drainage, e, Utilit and Cable T.V. Easement
of 6o s7 - �� Q Z ytie /o�� 9 Y
NI 18 22' BL 3 - 23 �" / �o� D.U. & L.E. - Drainage, Utility and Landscape Easement
18659 S.F. G •
Go
I ,� 13253 S.F. 9 Y P
° 19 b w 22 ,vo N.A.E. -Hon-Access Easement
21 / Q �'� 169.99
b - 20 Z Z 15685 S.F. /
L - - -? 10796 S.F. Z 10804 S.F 13088 S.F. - �� titi /�,��� S34'27'48"W 5/8" Rebar
- - - - - - - - - - - - - - - - - o
25' D.U. do L.E. Q / O Copperweld
87.65 118 32 78.04 ,07.00 so 14718 0 4" x 4"x36" Concrete
N89'55'13"W - 825.93' / Monument (to be set
S.W. COR. N.E. 1/4 N.W. 1/4 / in field during construction)
SECTION 22-T18N R4E SOUTH LINE, NE 1/4, NW 1/4, SEC 22-T18N-R4E
Note: Property lines of all street intersections shall be
rounded off by arcs having radius of 25 feet. The SHEET 2 O
dimensions shaven on the within plat are to the P.I.
This Instrument Prepared by Allan H. Weihe, President - Weihe Engineers, Inc. of said arc.