Resolution 53-11RECORD OF RESOLUTIONS
Inc.. Fonn No. 30W5
Resolution No.
53 -11
Passed
A RESOLUTION ABANDONING CERTAIN PROPERTY
APPROPRIATED FROM JOHN L. WIRCHANSKI.
20
WHEREAS, the City of Dublin ( "Dublin ") appropriated property from John L.
Wirchanski ( "Wirchanski ") in furtherance of its U.S. Highway 33 and State Route
161 interchange improvement project (the "Project "); and
WHEREAS, Dublin completed two phases of the Project, the relocation of Liggett
Road and the relocation of Industrial Parkway, but has indefinitely postponed the
construction of the 33/161 interchange, which is the third phase of the Project; and
WHEREAS, Wirchanski has requested that Dublin acquire the property for an
amount that far exceeds Dublin's appraised value for the property; and
WHEREAS, because the third phase of the Project has been indefinitely postponed,
Dublin has no current need for certain property appropriated from Wirchanski; and
WHEREAS, by this Resolution, Dublin declares its intention to exercise its statutory
right to abandon certain property appropriated from Wirchanski.
NOW, THE FORE, BE IT RESOLVED by the Council of the City of Dublin,
State of Ohio of its elected members concurring, that:
Section 1. Dublin, pursuant to Ohio Revised Code Section 163.21, hereby
abandons those property interests set forth in survey attached hereto as Exhibit A,
and depicted in its corresponding map attached hereto as Exhibit B.
Section 2 . This resolution is effective upon passage in accordance with Section
4.04(a) of the Revised Charter.
Passed this /U '-A day of 1 2011.
Mayor - P es' 'ng Officer
ATTEST:
4
Clerk of Council
SZD
MEMORANDUM
TO
Dublin City Council
Marsha I. Grigsby, City Manager
FROM
Stephen J. Smith, Law Director
Asim Z. Haque
DATE:
October 6, 2011
RE:
Resolution No. 53 -11
Wirchanski Appropriation
Abandonment of Property
BACKGROUND
On October 28, 2008, the City of Dublin (`City") commenced an appropriation lawsuit against
John L. Wirchanski (`Wirchanski') in order to appropriate roughly 19.803 acres for the
construction of an interchange improvement project at the intersection of SR 33 and SR 161 (the
"33/161 Project "), which includes the relocation of Liggett Road, the relocation of Industrial
Parkway, and the construction of the 33/161 interchange.
The City completed the relocation of Liggett Road and Industrial Parkway, but later determined
that it would not be constructing the 33/161 interchange as planned As a result, the City
exercised its right, under the Ohio Revised Code, to abandon certain portions of the property
appropriated from Wirchanski. Rather than risk the expenditure of millions in taxpayer dollars
for property that the City does not currently need for a public purpose, as Wirchanski's appraised
value of the property appropriated far exceeds the City's appraised value, the City invoked its
statutory right to abandon much of the property appropriated from Wirchanski.
The City and Wirchanski entered into a dispute wherein Wirchanski challenged the City's
statutory right to abandon. Both the Union County Court of Common Pleas, as well as the Third
District Court of Appeals, held that the City could not properly abandon property without first
passing legislation expressing its intent to do so.
As such, Resolution 53 -11 would authorize the City to abandon some of the acreage appropriated
from Wirchanski. Specifically, the Resolution would seek to abandon the majority of what is
known as Parcel 91 -WL in the 33/161 Project. Parcel 91 -WL, as appropriated, consisted of
13.407 acres. Dublin seeks to abandon approximately 11.449 acres of Parcel 91 -WL.
The acreage that Dublin would abandon is set forth in the survey attached to this memorandum
as Exhibit A, and as depicted in the map accompanying the survey which is attached to this
memorandum as Exhibit B.
ACTION TO BE AUTHORIZED BY RESOLUTION:
Resolution No. 53 -11 would provide the City with the authority to abandon some of the acreage
appropriated from Wirchanski.
RECOMMENDATION:
Staff recommends approval of Resolution No. 53 -11, as doing so would allow Dublin to abandon
property that it does not currently need for the construction of the 33/161 interchange.
2
EXHIBIT A
REMAINDER OF PARCEL 91. -WL
UNI -33 -24.87
Situated in the State of Ohio, County of Union, Jerome Township, located in Virginia
Military Survey No. 6420 and 6748, being a part of the original 50.017 acre tract (Tract I)
conveyed to John L. Wirchainski by deed of record in Deed Book 305, Page 88, records of the
Recorder's Office, Union County, Ohio, and being more particularly described as follows:
Being a parcel of land lying on the right side of the centerline of right -of -way and
construction of U.S. Route 33, as established by a survey made by R.D. Zande & Associates,
Inc., for the City of Dublin, and being located within the following described boundary points;
Beginning for Reference at a railroad spike found in the centerline of Hyland -Croy
Road, at the common corner of Virginia Military Survey Numbers 6420 and 6748;
Thence South 84 deg. 50 min. 41 sec. West, a distance of 1943.41 feet, along the
common line of said Virginia Military Survey Numbers 6420 and 6748, to an iron pin set in the
proposed southwesterly limited access right -of -way line of U.S. Route 33, as delineated upon the
UNI -33 -24.87 RW Plan prepared by R.D. Zande & Associates, Inc., for the City of Dublin; said
point being located North 84 deg. 50 min. 41 sec. East a distance of 365.77 feet from an iron pin
set in the common line of the 4.653 acre tract (Tract 11) conveyed to John L. Wirchainski by deed
of record in Deed Book 305, Page 88 and the 1.52 acre tract conveyed to the Asman Land Co.,
Ltd., at the intersection of the existing southwesterly limited access right -of -way line of
Industrial Parkway as delineated upon the State of Ohio right -of -way plan UNI- 33- (23.34-
23.65), FRA- 33- (0.00- 2.88); said point being 807.25 feet right of centerline station 1319 +68.13,
and being the Point of True Beginning of the herein described;
Thence the following eight (8) courses and distances along said proposed southwesterly
limited access right -of -way line and across said Tract I;
1. Thence North 00 deg. 57 min. 56 sec. East, a distance of 127.23 feet, to a point,
being 760.00 feet right of centerline station 1318 +50.00;
2. Thence North 26 deg. 53 min. 26 sec. East, a distance of 148.66 feet, to a point,
being 650.00 feet right of centerline station 1317 +50.00;
I of4
PID
80748
PARCEL
91- WL -RMN
PROJECT
UNI -33 -24.87
Version Date
07i25/11
Situated in the State of Ohio, County of Union, Jerome Township, located in Virginia
Military Survey No. 6420 and 6748, being a part of the original 50.017 acre tract (Tract I)
conveyed to John L. Wirchainski by deed of record in Deed Book 305, Page 88, records of the
Recorder's Office, Union County, Ohio, and being more particularly described as follows:
Being a parcel of land lying on the right side of the centerline of right -of -way and
construction of U.S. Route 33, as established by a survey made by R.D. Zande & Associates,
Inc., for the City of Dublin, and being located within the following described boundary points;
Beginning for Reference at a railroad spike found in the centerline of Hyland -Croy
Road, at the common corner of Virginia Military Survey Numbers 6420 and 6748;
Thence South 84 deg. 50 min. 41 sec. West, a distance of 1943.41 feet, along the
common line of said Virginia Military Survey Numbers 6420 and 6748, to an iron pin set in the
proposed southwesterly limited access right -of -way line of U.S. Route 33, as delineated upon the
UNI -33 -24.87 RW Plan prepared by R.D. Zande & Associates, Inc., for the City of Dublin; said
point being located North 84 deg. 50 min. 41 sec. East a distance of 365.77 feet from an iron pin
set in the common line of the 4.653 acre tract (Tract 11) conveyed to John L. Wirchainski by deed
of record in Deed Book 305, Page 88 and the 1.52 acre tract conveyed to the Asman Land Co.,
Ltd., at the intersection of the existing southwesterly limited access right -of -way line of
Industrial Parkway as delineated upon the State of Ohio right -of -way plan UNI- 33- (23.34-
23.65), FRA- 33- (0.00- 2.88); said point being 807.25 feet right of centerline station 1319 +68.13,
and being the Point of True Beginning of the herein described;
Thence the following eight (8) courses and distances along said proposed southwesterly
limited access right -of -way line and across said Tract I;
1. Thence North 00 deg. 57 min. 56 sec. East, a distance of 127.23 feet, to a point,
being 760.00 feet right of centerline station 1318 +50.00;
2. Thence North 26 deg. 53 min. 26 sec. East, a distance of 148.66 feet, to a point,
being 650.00 feet right of centerline station 1317 +50.00;
EXHIBIT A
PID 80748
PARCEL 91- WL -RMN
PROJECT UNI -33 -24.87
Version Date 07/25/11
3. Thence North 38 deg. 12 min. 02 sec. East, a distance of 291.55 feet, to a point,
being 400.00 feet right of centerline station 1316 +00.00;
4. Thence North 24 deg. 09 min. 51 sec. East, a distance of 183.85 feet, to a point,
being 270.00 feet right of centerline station 1314 +70.00;
5. Thence North 02 deg. 47 min. 37 sec. East, a distance of 174.64 feet, to a point,
being 200.00 feet right of centerline station 1313 +10.00;
6. Thence North 10 deg. 12 min. 58 sec. West, a distance of 162.79 feet, to a point,
being 170.00 feet right of centerline station 1311 +50.00;
7. Thence North 18 deg. 32 min. 43 sec. West, a distance of 250.20 feet, to a point in
the southwesterly line of an existing channel easement, being 160.00 feet right of
centerline station 1309 +00.00;
8. Thence North 20 deg. 50 min. 09 sec. West, a distance of 717.99 feet along said
southwesterly line of the existing channel easement, to an iron pin set in the
existing centerline of Weldon Road and the northerly line of said Tract I, being
160.00 feet right of centerline station 1301 +82.01;
Thence North 84 deg. 54 min. 16 sec. East, a distance of 54.02 feet along the existing
centerline of Weldon Road and the northerly line of said Tract I, to an iron pin found in the
existing southwesterly limited access right -of -way line of U.S. Route 33, at the northerly corner
of said Tract I, being 108.00 feet right of centerline station 1301 +96.66;
Thence the following five (5) courses and distances along said existing southwesterly
limited access right -of -way lines of U.S. Route 33 and the northeasterly line of said Tract 1;
1. Thence South 20 deg. 50 min. 09 sec. East, a distance of 839.82 feet to an angle
point, being 108.00 feet right of centerline station 1310 +36.48;
2. Thence South 13 deg. 59 min. 41 sec. East, a distance of 83.93 feet to an angle
point, being 118.00 feet right of centerline station 1311+19.8 1;
3. Thence South 20 deg. 50 min. 09 sec. East, a distance of 280.19 feet to a point of
curvature, being 118.00 feet right of centerline station 1314 +00.00;
2 of
3. Thence North 38 deg. 12 min. 02 sec. East, a distance of 291.55 feet, to a point,
being 400.00 feet right of centerline station 1316 +00.00;
4. Thence North 24 deg. 09 min. 51 sec. East, a distance of 183.85 feet, to a point,
being 270.00 feet right of centerline station 1314 +70.00;
5. Thence North 02 deg. 47 min. 37 sec. East, a distance of 174.64 feet, to a point,
being 200.00 feet right of centerline station 1313 +10.00;
6. Thence North 10 deg. 12 min. 58 sec. West, a distance of 162.79 feet, to a point,
being 170.00 feet right of centerline station 1311 +50.00;
7. Thence North 18 deg. 32 min. 43 sec. West, a distance of 250.20 feet, to a point in
the southwesterly line of an existing channel easement, being 160.00 feet right of
centerline station 1309 +00.00;
8. Thence North 20 deg. 50 min. 09 sec. West, a distance of 717.99 feet along said
southwesterly line of the existing channel easement, to an iron pin set in the
existing centerline of Weldon Road and the northerly line of said Tract I, being
160.00 feet right of centerline station 1301 +82.01;
Thence North 84 deg. 54 min. 16 sec. East, a distance of 54.02 feet along the existing
centerline of Weldon Road and the northerly line of said Tract I, to an iron pin found in the
existing southwesterly limited access right -of -way line of U.S. Route 33, at the northerly corner
of said Tract I, being 108.00 feet right of centerline station 1301 +96.66;
Thence the following five (5) courses and distances along said existing southwesterly
limited access right -of -way lines of U.S. Route 33 and the northeasterly line of said Tract 1;
1. Thence South 20 deg. 50 min. 09 sec. East, a distance of 839.82 feet to an angle
point, being 108.00 feet right of centerline station 1310 +36.48;
2. Thence South 13 deg. 59 min. 41 sec. East, a distance of 83.93 feet to an angle
point, being 118.00 feet right of centerline station 1311+19.8 1;
3. Thence South 20 deg. 50 min. 09 sec. East, a distance of 280.19 feet to a point of
curvature, being 118.00 feet right of centerline station 1314 +00.00;
EXHIBIT A
4. Thence with a curve to the right having a radius of 3767.72 feet, a central angle of
12 deg. 58 min. 28 sec., an arc length of 853.19 feet, the chord to which bears
South 14 deg. 20 min. 55 sec. East, a chord distance of 851.37 feet to a point of
tangency, being 214.19 feet right of centerline station 1322 +45.92;
5. Thence South 07 deg. 51 min. 41 sec. East, a distance of 138.94 feet to an iron pin
set, being 245.38 feet right of centerline station 1323 +81.32;
Thence the following two (2) courses and distances across said Tract l;
1. Thence South 82 deg. 08 min. 19 sec. West, a distance of 200.00 feet to an iron
pin set;
2. Thence South 15 deg. 13 min. 27 sec. West, a distance of 36.57 feet to an iron pin
set in the existing northerly right -of -way line of State Route 161 as established by
deed to the State of Ohio in Deed Book 227, Page 32, (being the northerly line of
lands owned by Adria Laboratories, Inc., by deed of record in Deed Book 285,
Page 3 8),
Thence North 74 deg. 46 min. 33 sec. West, a distance of 77.66 feet along the existing
northerly right -of -way line of State Route 161, being the common line of said Tract I and said
Adria Laboratories, Inc., lands, to an iron pin set at the common corner the 2.42 acre tract
conveyed to John L. Wirchainski by deed of record in Deed Book 318, Page 765 and said Adria
Laboratories, Inc., lands;
Thence continuing North 74 deg. 46 min. 33 sec. West, a distance of 405.73 feet along
the common line of said Tract I and said 2.42 acre tract, to an iron pin set in said proposed
southwesterly limited access right -of -way line;
Thence North 00 deg. 57 min. 56 sec. East, a distance of 122.04 feet across said Tract I
and along said proposed southwesterly limited access right -of -way line, to the Point of True
Beginning, containing 11.449 acres, more or less, of which the present road occupies 0.025
acres, more or less.
3 of
PID
80748
PARCEL
91- WL -RMN
PROJECT
UNl -33 -24.87
Version Date
07/25/11
4. Thence with a curve to the right having a radius of 3767.72 feet, a central angle of
12 deg. 58 min. 28 sec., an arc length of 853.19 feet, the chord to which bears
South 14 deg. 20 min. 55 sec. East, a chord distance of 851.37 feet to a point of
tangency, being 214.19 feet right of centerline station 1322 +45.92;
5. Thence South 07 deg. 51 min. 41 sec. East, a distance of 138.94 feet to an iron pin
set, being 245.38 feet right of centerline station 1323 +81.32;
Thence the following two (2) courses and distances across said Tract l;
1. Thence South 82 deg. 08 min. 19 sec. West, a distance of 200.00 feet to an iron
pin set;
2. Thence South 15 deg. 13 min. 27 sec. West, a distance of 36.57 feet to an iron pin
set in the existing northerly right -of -way line of State Route 161 as established by
deed to the State of Ohio in Deed Book 227, Page 32, (being the northerly line of
lands owned by Adria Laboratories, Inc., by deed of record in Deed Book 285,
Page 3 8),
Thence North 74 deg. 46 min. 33 sec. West, a distance of 77.66 feet along the existing
northerly right -of -way line of State Route 161, being the common line of said Tract I and said
Adria Laboratories, Inc., lands, to an iron pin set at the common corner the 2.42 acre tract
conveyed to John L. Wirchainski by deed of record in Deed Book 318, Page 765 and said Adria
Laboratories, Inc., lands;
Thence continuing North 74 deg. 46 min. 33 sec. West, a distance of 405.73 feet along
the common line of said Tract I and said 2.42 acre tract, to an iron pin set in said proposed
southwesterly limited access right -of -way line;
Thence North 00 deg. 57 min. 56 sec. East, a distance of 122.04 feet across said Tract I
and along said proposed southwesterly limited access right -of -way line, to the Point of True
Beginning, containing 11.449 acres, more or less, of which the present road occupies 0.025
acres, more or less.
F.XHIRIT A
Of the above described area, 11.449 acres are contained within Union County Auditor's
Parcel 17-003103 1.001, and as shown on Union County GIS Map Number 146- 00 -00- 028.000.
All iron pins set are 3/4 inches in diameter by 30 inches long with an aluminum cap,
bearing the name ODOT R/W and R.D. Zande & Associates, or with a yellow plastic cap bearing
the name STANTEC.
All station and offset references are to the aforementioned centerline of right -of -way and
construction of U.S. Route 33, unless otherwise shown.
The bearings for the UNI -33 -24.87 project are based upon State Plane grid bearings from
the Ohio Coordinate System, South Zone, NAD 83 (86), as measured using GPS methods
through the Franklin County Engineer's stations "FRANK 72 ", "FRANK 172 " , "FCGS 5536 ",
and "FCGS 5534 ".
This description was prepared by Steven E. Rader, Registered Surveyor 7191, and is
based upon a survey for the City of Dublin from October, 2005 to July, 2011 by Stantec
Consulting Services, Inc. (formerly R. D. Zande and Associates, Inc.), under the direction of said
surveyor.
Grantor claims title by the instrument of record in Deed Book 305, Page 88, of the
Recorder's Office, Union County, Ohio.
A drawing of this description is attached hereto and made part thereof.
OF 0
4 of 4
PID
80748
PARCEL
91- WL -RMN
PROJECT
UNI -33 -24.87
Version Date
07/25/11
Of the above described area, 11.449 acres are contained within Union County Auditor's
Parcel 17-003103 1.001, and as shown on Union County GIS Map Number 146- 00 -00- 028.000.
All iron pins set are 3/4 inches in diameter by 30 inches long with an aluminum cap,
bearing the name ODOT R/W and R.D. Zande & Associates, or with a yellow plastic cap bearing
the name STANTEC.
All station and offset references are to the aforementioned centerline of right -of -way and
construction of U.S. Route 33, unless otherwise shown.
The bearings for the UNI -33 -24.87 project are based upon State Plane grid bearings from
the Ohio Coordinate System, South Zone, NAD 83 (86), as measured using GPS methods
through the Franklin County Engineer's stations "FRANK 72 ", "FRANK 172 " , "FCGS 5536 ",
and "FCGS 5534 ".
This description was prepared by Steven E. Rader, Registered Surveyor 7191, and is
based upon a survey for the City of Dublin from October, 2005 to July, 2011 by Stantec
Consulting Services, Inc. (formerly R. D. Zande and Associates, Inc.), under the direction of said
surveyor.
Grantor claims title by the instrument of record in Deed Book 305, Page 88, of the
Recorder's Office, Union County, Ohio.
A drawing of this description is attached hereto and made part thereof.
OF 0
STANTEC CONSULTING SERVICES, INC.
(formerly R. D. Zande and Associates, Inc.)
STEVEN
• 7C
e E. w —
• FADER
/��- /•' �'l
•. 7191 .'
• '•.P p ; •• p� :
Registered Surveyor No. 7191 Date
L9 \ EXHIBIT B
—C e
WELDON RD.
T. R. 4
—� —
� —
— Ex - ff r -
/
a
1943.41 — '�
S 84'50'41" W
11.449 AC. (GROSS)
—0.025 AC. P.R.O.)
11.424 AC. (NET)
—2.323 AC. (Ex. CH. ESMT.)
8 JOHN L. WIRCHAINSKI
91 17- 0031031.001
50.017 AC. ((TRACT 1)
D.B. 305, PG. 88
r�
BB
\ 1 SEE DETAIL
71 �
36 .5.77'
72 AA
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75 "T\
6969 INDUSTRIAL
PARKWAY, LLC
6X R��i
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16
Ex, R /W
1:)
NUMBER
\
DISTANCE
O
N 0957'56" E
127.23'
L2
v`
148.66'
4 -+
N 38' 12'02' E
1 Uv \
/
°� i
0
L5
N 02'47'37" E
174.64'
j 0C
N 10' 12'58" W
/
rn
N 18'32'43" W
0
NUMBER
DIRECTION
DISTANCE
L1
N 0957'56" E
127.23'
L2
N 26'53'26" E
148.66'
L3
N 38' 12'02' E
291.55'
L4
N 24'09'51 " E
183.85'
L5
N 02'47'37" E
174.64'
L6
N 10' 12'58" W
162.79'
L7
N 18'32'43" W
250.20'
L8
N 20'50'09" W
717.99'
L9
N 84'54'16" E
54.02'
L10
S 20'50'09" E
839.82'
L11
S 13'59'41" E
83.93'
L12
S 20'50'09" E
280.19'
L20
S 07'51'41" E
138.94'
L21
S 1513'27" W
36.57'
L22
S 82'08' 19" W
200.00'
L23
N 74'46'33" W
405.73'
L24
N 74'46'33" W
77.66'
L25
N 00'57'56" E
122.04'
r �' r
IRON PINS SET ARE
3 / 4" DIAMETER BY
G
30" LONG WITH AN
ALUMINUM CAP,
/ 0
BEARING THE NAME
"ODOT
0.481 ACRE
O o.
O
R/W RELEASE
OR A YELIOW
D.B. 295, PG. 467
/ N
R te'
0.398 ACRE
\
R/W RELEASE
/ W
D.B. 295, PG. 556
Ln \
NOW KNOWN AS
OLD INDUSTRIAL
PARKWAY
Va
BE
/
RE
REMAINDER / S
OF PARCEL
91 -WL
M g /i , - - - -- 194 --
�'/ S 84'50'41" 1
k 3,t 8• P f 5
r' /
IRON PINS SET ARE
3 / 4" DIAMETER BY
30" LONG WITH AN
ALUMINUM CAP,
O
j ; i��� j
BEARING THE NAME
"ODOT
91 - /
R/W AND R.D.
WL2 91-
WLI
N ZANDE do ASSOC.'
OR A YELIOW
fX
PLASTIC CAP
R te'
STAMPED "STANTEC"
Ex
of
Cj
I
Ci
J
L
U
X
W
Ex. C L LA R/W STA MONUMENT LEGEND
HIcHW OF OHl
AY -SM0 0 R.R.S. FOUND
\ E Tw ? ?�' ft. 3 0 REBAR FOUND
C , ` �y OF p \� 0 IRON PIN FOUND
Q R/W MONUMENT FD
• 3/4" IRON PIN SET
x R.R.S. SET
NUMBER DELTA ANG. IRADIUS JARC LEN CHORD DIRECTION ICHORD REMAINDER OF PARCEL 91-WL
T C1 12'58'28" 13767.72 853.19' IS 14'20'55" E 851.37' UNI -33 -24.87
O N 71 106 JOHN L. WIRCHAINSKI ADRIA LABORATORIES, INC.
O 4.653 ACRES D.B. 285, PG. 38
Y D.B. 305, PG. 88 THIS PARCEL LIES WITHIN
c QD THE ASMAN ZONE "x" OF THE 'FIRM"
` LAND CO., LTD. COMMUNITY PANEL NO.
1.52 ACRES 390808 0150 B. WITH AN
e OR 140, PG. 157 EFFECTIVE DATE OF 9/27/91 �d'�� p;' •• "' O ti
N
BASIS OF BEARINGS ; RA i THE BEARINGS FOR THE UNI - 33 - 24.87 PROJECT ARE BASED UPON ( a! RAOER .
STATE PLANE GRID BEARINGS FROM THE OHIO COORDINATE SYSTEM, c t y 7191 ' °
o SOUTH ZONE. NAD 83 (86), AS MEASURED USING G.P.S. METHODS �' � F16 .41
c THROUGH THE FRANKLIN COUNTY ENGINEER'S STATIONS "FRANK 72', {FJ'S'••: s t E . JP ��d
'FRANK 172', *FCGS 5536', AND 'FCGS 5534'. w ON AL • I''
„
COUNTY OF UNION, JEROME TWP., OHIO
VIRGINIA MILITARY SURVEY 6748 k 6420
0 250 500
SCALE IN FEET
Prepared By
L Stantec Consulting Services, Inc.
(formerly R.D. Zande do Associates, Inc.)
/ 1500 Lake Shore Drive, Suite 100
Columbus, Ohio 43204
Phone: (814) 486 -4383
� Ait�s,c� - ?lrSll
R eg i ste r ed Surveyor #7191 Dote