HomeMy WebLinkAbout1994-152 Easement - Cowger94--10318
COVER SHEET FOR
NAME OF TRANSACTION:
NAME OF PARTIES:
DOCUMENT TO BE
RETURNED TO:
TRUE AND ACTUAL
CONSIDERATION:
UNTIL A CHANGE IS
REQUESTED, ALL TAX
STATEMENTS SHALL BE
SENT TO:
RECORDI~iG ATTACHED DOCUMENT
Roadway a~ Pedestrian Easement
Agreement:
Grantor: W liam C. & Karen D. Cowger
Grantee: Cty of Ashland
Grantee: R 3derick J. & Brooks D. hewton
Grantee: S3uthern Oregon State College
Grantor: R(~derick J. & Brooks D. Newton
Grantee: ity of Ashland
Grantee: . uthem Oregon State College
Grantor: Edward and Christine Reed
Grantee: City of Ashland
Grantee - Southern Oregon State College
Grantee- qoderick J. & Brooks D. Newton
Grantor - Southern Oregon State College
Grantee - City of Ashland
Paul Nolte, City Attorney
City of Ashland 5~,
20 East k ain
Ashland, OR 97
!.
N/A
N/A
NOV :6
PAGE 1-COVER SHEET FOR RECORDING ATTACHED
94-40318
DATE: June 17, 1994
PARTIES: State of Oregon acting by end thnxigh the State Board of Higher Educalion
on behalf of Southern Oregon State College ~"College"), City of Ashland ("City")
including the City of Ashland Parks Commisson ("Parks Commission"), WIlliam C.
Cowger and Karen D. Cowger ('Cowgem"), F, oderick J. Newton and Brooks D.
Newton ('Newtons') and Edward Reed and C hristine Reed ('Reeds').
RECITALS:
A. Cowgem are the owners of property des 'bed on the attached Exhibit "A". [This
property is further referred to in this agreem~ as "the Cowger property'.)
B. Newtons are fie owners of property desdribed as TRACT B on the attached
Exhibit "B". (This property is further referred~:to in this agreement as "the Newton
property".)
C. Reeds are the owners of property descri.l~ed
Exhibit "B". (11qis property is further referred~to
as TRACTS C and D on the attached
in this agreement as "the Reed
D. City is fie owner of property described a~ the Northwest quarter of Section
Township 39 South, Range I East, VVillarnettq Meridian, Jackson County, Oregon.
(This property is furttler referred to in this aghHmnent as 'the City property'.)
o property".)
F. Pursuant to an agreement entitled "Memorandum of Understanding and Exchange
Agreement" dated January 10, 1993, the partjss agreed to create a roadway easement
dascdbed on the attached Exhibits "D-1 ", "D-2" and "D-3" and a pedestrian easement
described on the attached Exhibits "E", "F" and "G" and to use these easements as sat
forth in this agreement entitled "Roadway and Pedesb'ian Easement Agreement."
1. Grant of easements by Cowger:
1.1. Cowgem grant to CIty, Its successor and assigns:
This easement shall be for road purposes only to provide access for the City
and its Park Commission, their officers:, employees, agents and contractors for
purpose of transportation of personnel~ equipment and supplies as needed in
PAGE I of 7-ROADWAY AND PEDESTRIAN EASEMENT AGREEMENT
94-40318
management and maintenance of fie City property and lands owned, controlled
or acquired in the future by fie City or~!its Parks Commission adjacent to such
property.
Nothing contained in this easement shall be construed as providing for the
creation of a public way or city street or for the allowance of parking on the
roadway or access for habitable ~i~ uctUres.
1.2. Cowget grant to Newtons, their Successor and ssslgns:
A non-exclusive easement over and across an existing roadbed which is
described on the Exhibits "D-l" and "D~2".
1.3. Cowget grant to College, Its sbccessor and assigns:
A non-exclusive easement over and across an existing roadbed which is
described on the attached Exhibits "D-1 ' and. "D-2'.
This easement is for the purpose of pr 'ding vehicular and pedestrian access
property.
2. Grant of easements by Newtons.
2.1. Newtons grant to CRy, It8 mr and reigns:
2.1.1. A non-exclusive easement over and across an existing roadbed
the centedine of which is dascdbed on !the attached Exhibit "D-3".
This easement shall be for road purpo~ only to provide access for the City
and its Park Commission, their officers;~ employees, agents and contractors for
purpose of transportation of personnel,: equipment and supplies as needed in
management and maintenance of the City property and lands owned, controllad
or acquired in the Mum by the City or its Parks Commission adjacent to such
property.
Nothing contained in this easement shall be construed as providing for the
creation of a public way or city street or for the allowance of parking on the
roadway or access for habitable structures.
PAGE 2 of 7-ROADWAY AND PEDESTRIAN EASEMENT AGREEMENT
94-40318
2.1.2. A non-exclusive public p~lestrian easement over the strip of land
described on the attached Exhibit "E". ;'This easement is for the purpose of
providing pedestrian access for the public to and from the City property.
2.2. Newtons grant to College, Its secceMor and assigns:
A non-exclusive easement over and ac' ss an existing roadbed the of
which Is described on the attached ~it *D-3". centsdine
i
This easement is for the purpose of pr ing vehicular and pedestrian access
3. Grant of easemerle by Reeds.
3.1. Reeds grant to City, Its 8uccmor and esNgns:
A non-exclusive easement over and ~ces an existing roadbed the cente~ine of
which is de"~ribed on the attached Exliibit "D-3".
This easement shall be for road pu._rl~;?~__ only to provide access for the City
and its Park Commission, their officers~i employees, agents and contractors for
purpose of transportation of personnel,:i equipment and supplies as needed in
Nothing contained in this easement shell be construed as providing for the
creation of a public way or city street or for the allowance of parking on the
roadway or access for habitable structures.
3~. Reeds grant to College, its suc~aor and assigns:
A non-exclusive easement over and ac~:~ss an existing roadbed the centsdine of
which is described on the attached Exhibit "D-3".
This easement is for the purpose of prqviding vehicular and pedestrian access
to and from City property for the College for transportation of personnel,
students, equipment and supplies as needed for study and research in City
property.
3.3. Reeds grant to Newtons, ther successor and assigns:
3.3.1. A non-exclusive easement ,over and across an existing roadbed the
centedine of which is descdbed on the attached Exhibit "D-3". This eesement
PAGE
3 of 7-ROADWAY AND PEDESTRIAN EASEMENT AGREEMENT
94-40318
e
shall be for road purposes only to prodfide ingress and egress to the Newton
property for Newtons, their agents and invitees.
4. Grant of eaeements by College.
4.1. College grants to CIty, its sumors and easigns:
An easement in gross over a strip of land 12 feet in width described in the
attached Exhibit "G' along the soutt~ boundary of the College property. This
easement is for the purpose of providing a vegetation buffer between the
College property and the Cowger propi~rty and for pedestrian access to and
from City property for the public. At s~ch time as City shall dear or construct a
pathway through the easement, it shall:' be constructed not more than three feat
in wid~i,, where practicable, and along the northerly boundary of the easement
An easement in gross over a strip of lapd 3 feet in width along the easterly line
City property for the public.
5. Road maintenance.
5. 1. Cowgem and Newtons, their succ
maintain and shall share equally the cost and
described on the attached Exhibits "D-l", "D-i
maimenance work (meaning that type of wor~
mad, its grade and drainage structures and t{
unusual maintenance work (meaning that type
sssors and assigns, shall equally
maintenance of the roadbed which is
and "D-3" as follows: Perform normal
necessary to repair and maintain a
keep them in a good usable condition);
, of work necessary to correct major
damage to the roadbed, running surfaces, ditches, cut or fill slopes which is not
attributable to road use, such as a landslide, end which may require the use of spedal
equipment to correct); and periodic malntenertme work (meaning that type of work
necessary to correct a condition which has relsulted from road usage or has
developed over a pedod of years, in order to provide adequate safety, prevent
substantial damage to the road structure and to replace road surfadng-examples are
resurfadng and roadside brush control) on that part of the roadway from Timberline
Terrace Street through the Cowgar property, the Reed property and up to the
driveway to any residence constructed on the Newton property. Should there be no
driveway or residence on the Newton property, Cowgem and Newtons shall perform
maintenance on the roadway up to · point not more than 534 feat from the northerly
property line of the City property.
Nothing in this section or this agreement shalliirequire Newtons or Cowgem, their
successor and assigns, to maintain the pedestrian easements described in sections
2.1.1, 3, 4 and 2.1.2.
PAGE 4 of 7-ROADWAY AND PEDESTRIAN EASEMENT AGREEMENT
94-40318
northerly property line of the City property to Re end of maintenance by Cowgers and
Newtons as described in paragraph 5.1. In addition, at times when the City shall use
the road for heavy uses, such as legging, ha~ling, end construction, the City shall be
responsible to perform road maintenance on the entire roadway affectad by such
heavy uses.
6. Road Use RUIN. Each party shall refralr~ from use of the road located on the
lands of the other, wherever such use would, ~,:because of weather, ground conditions
or gross vehicle weight, damage the surface 0r subgradas of the road. In addition,
each party shall refrain from use of the road ~vhenever such use would involve an
unnecessary hazard or dsk of a fire to the otqer's propeffias. When such conditions
exist, either party may temporarily suspend ~e right of the other to use the roads over
its property by giving written notice to the roaCl user. Any such suspension must be
reasonable under the drcurnstances then and there existing.
6.1. The parties may impose such maponable mad use rules or regulations on
road segments on thek respectively owned lemds as ere reasonably necessary to
provide safe traffic conditions, to prevent exceissive damage to roads and in general to
protect the property of the lend owner.
6.2. Each party shall retain the dght tQ maintain locked gates or block the
roadway by other means on roads located on its lands in order to limit the use of the
roads for the purposes provided by this easement. Such barricades, however, shall
not unreasonably interfere with the activities of the other. Keys to any locks shall be
fumishad to the other party on request.
7. SIgns. City shall erect and maintain such i~signs as deemed necessary to indicate
the route for pedestrians and to indicate no ~,blic vehicular access on the roadway.
Prior to the erection of such signs and for any changes in such signs after erected,
City shall consuit with Cowgem, their successors end assigns, as to the wording to be
to be used on the signs.
CITY OF ASHLAND:
PAGE 5 of 7-ROADWAY AND PEDESTRIAN EASEMENT AGREEMENT
94-40318
RODERICK J. NEWTON AND BROOKS D. NEWTON:
EDWARD REED AND CHRISTINE REED:
STATE OF OREGON, STATE BOARD OF HIGhHER EDUCATION
SOUTHERN OREGON STATE COLLEGE: ~!
Stated Oregon
County of Jam
PAGE 6 of 7-ROADWAY AND PEDESTRIAN EASEMENT AGREEMENT
· -.,, ."~ 94-40318
&
S~ate of Oregon
This Instrtene~ wam acknowledged before me on
and Brooks D. Newton.
s,,.e or oregon
,1994., by W. Rob MIler as vice
N p a '/;'~(q')
PAGE 7 Of 7-ROADWAY AND PEDESTRIAN EASEMENT AGREEMENT u,**,~4.,,,,~
z 94-40318
EXHIBIT A
wExhlbit A"
PROPERTY DESCRIPTION
Property Line adjustment
(Jackson County Planning and Development FIle No. 92-92-LLA)
All that certain tract or ~parcel of land laying in the
Southwest One/Quarter of Sectloni 15, Towns.hip 39 South of Range 1
East of the Willamette Base and ~ezldian, Jackson County, Oregon
and being more fully described a) follows:
COM}~ENCING at the One/Quarter corner common to Sections 15
a.d 16 of said Township a.d Ra.gS[
East- · t c for a distance of 1323.55
feet to a point of intersection of said East-West Centerline with
the westerly Boundary line of the Timberline Subdivision as said
Subdivision is found presently mbnumented and filed for record
the day of July 28, 1964 and recorded in Volume 9 Page 45 of the
Jackson County Record of Plats from which the Center-West
One/Sixteenth corner of said Section 15 bears South 89 degrees 42
minutes 12 seconds East for a distance of 1.80 feet~
THENC~ leaving said East-WeSt Centerline, South 00 degrees
03 minutes 43 seconds East (South 00 degrees 03 minutes East Plat
Record) along the westerly Boundary line of said Timberline
Subdivision, as found monumented, for a distance of 687.60 feet
to a point in the westerly Boundary line of said Subdivision for
the TRUE POINT OF BEGINNING, from which a 1/2 inch by 24 inch
galvanized iron pipe witness corner monument bears North 00
degrees 03 minutes 43 seconds WeSt for a distance of 10.63 feet;
THENCE leaving said westerly Boundary line along a curve to
the left having a radius of 32.00 feet and an arc length of
34.87 feet, being subtended by a chord of South 35 degrees 57
minutes 50 seconds West for a distance of 33.17 feet to a point
from which a 1/2 inch by 24 inch galvanized iron pipe reference
monument'bears North 85 degrees 15 minutes 00 seconds West for a
distance of 10.00 feet;
THENCE South 04 degrees 45 minutes 00 seconds West for a
distance of 70.99 feet to a point from which a 1/2 inch by 24
inch galvanized iron pipe reference monument bears North 85
degrees 15 minutes 00 seconds WeSt for a distance of 10.00 feet;
THENCE along a curve to the right having a radius of 107.56
feet and an arc length of 90.11 ~eet, belng subtended by a chord
of South 28 degrees 45 minutes 00 seconds West for a distance of
87.50 feet to a point from which a 1/2 inch by 24 inch galvanized
iron pipe reference monument bears North 37 degrees 15 minutes 00
seconds West for a distance of 10.00 feet~
THENCE South 52 degrees 45 minutes 00 seconds West for a
distance of 193.02 feet to a point from which a 1/2 inch by 24
inch galvanized iron plpe reference monument bears North 37
degrees 15 minutes 00 seconds West for a distance of 20.00 feet;
THENCE along a curve to the left having a radius of 32.00
feet and an arc length of 41.26 feet, being subtended by a chord
of South 15 degrees 48 minutes 45 seconds West for a distance of
38.46 feet to a point from ~hich a 1/2 inch by 24 inch galvanized
iron pipe reference monument bears South 68 degrees 52 minutes 30_
seconds West foraY'distance of 20.00 feet;
THENCE South 21 degrees 07 mitnutes 30 seconds East for a
distance of 79.71 ~eet to a point from which a 1/2 inch by 24
inch galvanized iron pipe reference monument bears South 68
degrees 52 minutes 30 seconds West for a distance of 10.00 feet~
THENCE along a curve to the left having a radius of 147.00
feet and an arc length of 128.28 feet, being subtended by a chord
of South 46 degrees 07 minutes 30 seconds East for a distance of
124.25 feet to a point from which a 1/2 inch by 24 inch
galvanized iron pipe reference monument bears South 18 degrees 52
minutes 30 seconds West for a distance of 10.00 feet;
Page lof 2
94-40318
distance of 19.23 · n c inch by 24
inch galvanized iron pipe reference monument bears South 18
degrees 52 minutes 30 seconds WeWt for a distance of 10.00 feet;
THENCa along a curve to the ~ight having a radius of 58°00
feet and an arc length of 94.78 leer, being eubtended by a chord
of South 24 degrees 18 minutes 4 seconds East for a distance of
84.58 feet to a point from which a 1/2 inch by 24 Inch galvanized
iron pipe reference monument bea~s North 67 degrees 30 minutes 00
seconds West for a distance 10.00 feet;
THENCa South 22 degrees 30 minutes 00 seconds West for a
distance of 77.72 feet to a poin~ in the northerly Boundary line
of that tract of land as described in Volume 80 Page 414 of the
Deed Records of Jackson County, Oregon from which a 1/2 inch by
24 inch galvanized iron pipe vlt~ess corner monument bears North
89 degrees 42 minutes 45 seconds West for a distance of 10.80
feet;
THENCE leaving said northerly Boundary line, South 65
degrees 46 minutes 36 seconds West for a distance of 622.62 feet
to a 1/2 inch X 24 inch galvanized Iron pipe in the westerly
Boundary line of that tract of land per said Volume and Page as
set forth hereinabove;
THENCa South 00 degrees 02 minutes 27 seconds East along the
westerly Boundary line of said tract, for a distance of 417.69
feet to a 5/8 inch iron rod sltu~ted at the Southwest corner
thereof;
THENCa leaving the westerly Boundary line and along the
southerly Boundary line of said tract, South 89 degrees 42
minutes 45 seconds East for a distance of 660.00 feet to a 5/8
inch iron rod situated at the Southeast corner thereof;
THPaiCa leaving said southerly Boundary line and along the
easterly Boundary line of said tract of land, North 00 degrees 02
minutes 27 seconds West for a distance of 676.00 feet to a 5/8
inch iron rod situated at the Southwest One/Sixteenth corner of
said Section 15;
THENCa leaving said tract of land, North 00 degrees 02
minutes 27 seconds West along the North-South Centerline of the
Southwest One/Quarter of said Section 15 for a distance of 618.01
feet to a point of intersection of the said North-South
Centerline with the southerly Boundary line of said Timberline
Subdivision;
THENCa leaving said North-South Centerline North 89 degrees
59 minutes 57 seconds West along Said southerly Subdivision
Boundary line for a distance 1.53 feet to the Southwest corner
thereof;
THENCa leaving the southerly Boundary line and along the
westerly Boundary line of said Subdivision, North 00 degrees 03
minutes 43 seconds West for a distance 26.18 feet to the POINT OF
BEGXNNING.
Together with and subject to covenants, easements, and
restrictions of record and those apparent on the land.
Said property contains 10.24 acres more or less.
September 15, 1993
William C. and Karen Cowget
61 Nutley Street
Ashland, Oregon 97520
file: LOLc957.wps
Page 2iof 2
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JUL2~ ~5 ~9ea
Surveyor's Registration
Expires December 31, 1994
94-40318
LP-52147
EXHIBIT B
EXHIBIT
TRACT B: Beginning at the southeast corn:r of the Southeast Quarter of
Oregon: thence West, along the south lineithereof, a dietance of 660
feet, more or less to the southwest corner thereof~ thence North along
the west line of said Southeast Quarter of the Southwest Quarter of the
Southwest Quarter, a distance of 660 feet, more or less, to the northwest
corner thereof~ thence East, along the north line of said Southeast
Quarter of i~e Southwest Quarter of the SOuthweat~uarter, a distance of
100 feet~ thence Southeasterly, a distane~ of 870 feet, more o: lees, to
the southeast corner of said Southeast Qulrte: of the Southweet Quarter
of the Southwest Quarter of Section 15, said point being the point of
beginning.
(Code S-11, Acc~)unt #1-10180-3, Map #391E15, Tax Lot #600)
TRACT C:. The following described tract ot land lying in the Southeast
Quarter of the Southwest Quarter of SectiOn 15 in Township 39 South,
Range i East of the Willamette Meridian in Jackson County, Oregon:
Beginning at a 5/8' rebar monument found at the quarter corner conunon to
Sections 15 and 22, said Township and Ren~e; thence North along the
North-South centerline of Section 15, a d~stance of 332.40 feet: thence
West a distance of 1324.0 feet to the west line of the Southeast Quarter
of the Southwest Quarter of said Section, according to Survey No. 6100
filed August 21, 19~5, in the Jackson County Surveyor's Office; thence
South along said west line a distance of 330'feet, more or less, to the
south line of said Section 15; thence East along said South line a
distance of 1324.0 feet, more or lesS, to the point of beginning. ALSO,
the following described 25.0 foot strip of land located in the South Half
of Section 15 in Township 39 South, Range I East of the Willamette
Meridian in Jackson County, Oregon: Commencing at the quarter corner on
the south line of said Section 15, thence North along the north-south
centerline, 332.40 feet to the point of beginning of the tract to be
described; thence continue North along said centerline, 1034.1 feet~
thence East and parallel with the south line of said Section, 105.0 feet
Page 1 of 2
94-40318
LP-52147 (continued)
to the west line of Walker Avenue; t~ence North along the westline
thereof, 25.0 feet; thence West and ~arallel with said south section line,
130.0 feet to a point 29.0 feet West~!of the north-south centerline of said
Section 15; thence South alonga line that is 25.0 feet West of and '
parallel with Said centerline, 1059.1 feet to a point due West of the point
of beginning; thence East, 25.0 feet to the point of beginning, according
to Survey No. 6100 filed August 21, !975, in the Jackson county Surveyor's
Office. ALSO, Beginning at the northwest corner of the first tract
described herein, said corner being the northwest comer of that certain
tract of land described as Tract A in Document No. 85-19648 of the Official
Records of Jackson County, Oregon, said point also being the southwest
corner of that certain tract of land described as Tract A in Document No.
85-10741, said Official Records, sitUatedin the Southeast Quarter of the
Southwest Quarter of Seotion 15 in TOwnship 39 South, Range 1 East of the
Willamette Meridian in Jackson County, Oregon; thence North along the west
line of said Southeast Quarter of the Southwest Quarter a distance of 220
fee~; thence Southeasterly a distance of 30d feet, more or less, toa point
on the south line of that certain tract described as Tract A in Doctuuent
No. 85-10741, said Official Records, .said point being 200 feet East along
said south l~ne from the point of beginning; thence West along the south
line of said tract a distance of 200 feet to the point of beginning. ALSO,
a tract Of land situated in the Southeast Quarter of the Southwest Quarter
of the Southwest Quarter of Section 15 in Township 39 South, Range I East
of the Willamette Meridian in Jackson County, Oregon, more particularly
described as follows: Beginning at the southeast comer of the Southeast
Quarter of the Southwest Quarter of the Southwest Quarter of said Section;
thence Northwesterly a distance of 870 feet, more or less, to a point on
the north line of said Southeast Quarter of the Southwest Quarter of the
SouthwestQuarter~ said point being 1DO feet East along said north line
from the northwest comer thereof; thence East along said north line a
distance of 460 feet, more or less, tO a point 100 feet West of the
northeast comer of said Southeast Quarter of the Southwest Quarter of the
Southwest Quarter; thence Southeasterly a distance of 150 feet, more or
less, to a point on the west line of the Southeast Quarter of the Southwest
Quarter of said Section 15, said point being 220 feet North of the
southwest comer of that certain tract described as Tract A in Document No.
85-10741 of the Official Records of Jackson County, Oregon; thence South
along the west line of said Southeast Quarter of the Southwest Quarter, a
distance of 550 feet, more or less, to the point of beginning.
TRACT D: The following described tract of land lying in the Northwest
Quarter of the Southeast Quarter of Section 15, in Township 39 South, Range
1 East of theWillamette Meridian in jackson County, Oregon: Beginning at
the intersection of the west line of Walker Avenue and the south line of
said quarter-quarter, said point beine also on the north' line of that
certain tract described in Volume 352 page 95 of the Deed Records of
Jackson County, Oregon; thence West along the north line of said tract,
105.0 feet; thence North 50.0 feet; thence East 105.0 feet to the west line
of Walker Avenue; thence South along said road line, 50.0 feet to the point
of beginning.
(Code 5-11, Account #1-057703-3, Map #391S15, Tax Lot #705)
(Code 5-8, Account #1-079974-6, Map ~391E15, Tax Lot #705)
Page 2 of 2
94-40318
STE P,4RT I, tND SUR FEYS
97S20
pitont 488- 2851
EXHIBIT C
wZxrlibtt C"
PROPERTY DESCRIPTION
Proparty Line ld~ustment
(Jackson County Planning and Davelopment Pile No. 92-92-r.r.A)
All that certain tract or parcel of land laying inthe
Southwest One/Quarter of Section 15, Township 39 South of Range 1
East of the Wlllamette Base and Meridian, Jackson County, Oregon
and being more fully described as follows:
BEGINNING at the One/Quarter corner common to Sections 15
and 16 of said Township and Range;
TIL~NCa South 89 degrees 42 minutes 12 seconds East along the
East-West Centerline of said Section 15 for a distance of 1323.55
~eet to a point of intersection of said East-West Centerline with
the westerly Boundary line of the Timberline Subdivision as said
Subdivision is found presently monumented and filed for record
the day of July 28, 1964 and recorded in Volume 9 Page 45 o~ the
Jackson County Record of Plats, from which the Center-West
One/Sixteenth corner of said SeCtion 15 bears South 89 degrees 42
minutes 12 seconds East for a distance of 1.80 feet;
THENC~ leaving said East-West Centerline, South 00 degrees
03 minutes 43 seconds East ( South 00 degrees 03 minutes East
Plat Record} along the westerly Boundary line of said Timberline
Subdivision, as found monumented, for a distance of 687.60 feet
to a point In the westerly Boundary line of said subdivision,
from which a 1/2 inch by 24 inch galvanized Iron pipe witness
corner monument bears North 00 degrees 03 minutes 43 seconds West
for a distance of 10.63 feet;
THENCE leaving said westerly Boundary line along a curve to
the left having a radius of 32.00 feet and an arc length of
34.87 feet, being subtended by a chord of South 35 degrees 57
minutes 50 seconds West for a distance of 33.17 feet to a point
from which a 1/2 inch by 24 inch galvanized iron pipe reference
monument bears North 85 degrees 15 minutes 00 seconds West for a
distance of 10.00 feet;
T!~ENC~ South 04 degrees 45 minutes 00 seconds West for a
distance of 70.99 feet to a point from which a 1/2 inch by 24
inch galvanized Iron pipe reference monument bears North 85
degrees 15 minutes 00 seconds West for a distance of 10.00 feet;
THENC~ along a curve to the right having a radius of 107.56
feet and an arc length of 90.11 feet, being subtended by achord
of South 28 degrees 45 minutes 00 seconds West tot a distance of
87.50 feet to a point from which a 1/2 inch by 24 inch galvanized
iron pipe reference monument bears North 37 degrees 15 minutes 00
seconds West for a distance of 10.00 feet;
THENC~ South 52 degrees 45 minutes 00 seconds West for a
distance ot 193.02 feet to a point from which a 1/2 inch by 24
inch galvanized iron pipe reference monument bears North 37
degrees 15 minutes 00 seconds West for a distance of 20.00 feet;
THENCE along a curve to the left having a radius of 32.00
feet and an arc length of 41.26 feet, being subtended by a chord
of South 15 degrees 48 minutes 45 seconds West for a distance of
38.46 feet to a point from which a 1/2 inch by 24 inch galvanized
iron pipe reference monument bears South 68 degrees 52 minutes 30
seconds West for a distance of 20.00 feet;
THENCe South 21 degrees 07 minutes30 seconds East for a
distance of 79.71 feet to a point from which a 1/2 inch by 24
Inch galvanized iron pipe reference monument bears South 68
degrees 52 minutes 30 seconds WaSt for a distance of 10.00 ~eet;
THENCe along a curve to theleft hawing a radius of 147.00
~eet and an arc length of 128.28!~eet, being subtended by a chord
of South 46 degrees 07 minutes 30 seconds East for a distance of
124.25 feet to a point from which a 1/2 inch by 24 inch
galvanized iron pipe reference monument bears South 18 degrees 52
minutes 30 seconds West for a distance of 10.00 ~eet;
Page 1 of 2
94--10318
THENCI~ South 71 degrees 07 minutes 30 seconds East for a
distance of 19..23 feet to a point from which a 1/2 inch by 24
inch galvanized iron pipe reference monument bears South
degrees 52 minutes 30 seconds W&st fox a distance of 10.00
THINGS along acuzva to the right having a radius of 58.00
feet and an arc length of 94.?8 feet, being subtended by a chord
of South 24 degrees 18 minutes 45 seconds East fo~ a distance
84.58 feet to a point f~om vhich a 1/2 inch by 24 inch galvanized
iron pipe lefe~ence monument betzs North 67 degrees 30 minutes 00
seconds West for a distance 10.00
THZNC~ South 22 degrees 30 minutes 00 seconds West for a
distance of ?7.72 feet to a point in the northerly Boundary line
of that tract of land as described in Volume 80 Page 414 of the
Deed Records of Jackson County, Oregon from vhich a 1/2 Inch by
24 inch galvanized iron pipe vitness corner monument bears North
89 degrees 42 minutes 45 seconds West for a distance of 10.80
feet~
THFAiCE leaving said northerly Boundary line, South 65
degrees 46 minutes 36 seconds West for a distance
to a 1/2 inch X 24 inch galvanlsed iron pipe in the westerly
Boundary line of that tract of land pe~ said Volume end Page as
set forth hereinabove~
THINCENozth 00 degrees 02 minutes 27 seconds West along the
said westerly Boundary line for a distance of 258.31 feet to a
1/2 inch X 24 inch galvanized iron pipe situated at the Northwest
corner the~eof~
THENCI leaving said westally Boundary line, North 89 degrees
42 minutes 45 seconds West along the East-West Centerline of the
Southvest One/Quarter of Section 15 fo~ a distance of 664.13 feet
to a 2.5 inch diameter brass disk on a 1 inch diameter galvanized
iron pipe situated at the South One/Sixteenth corner common to
Sections 15 and 16, said Township and
THENCE leaving the East-West Centerline of said Southwest
One/Quarter of Section 15, North 00 degrees 05 minutes 35 seconds
West along the Section line common to Sections 15 and 16 ~oz a
distance of 1331.99 feet to the POINT OF B~glNNINg.
Together vith and subject to covenants, easements, and
restrictions of record and those apparent on the land.
Said p~operty contains 40.48 ac~es more or less.
Septembez 15, 1993
Southern Oregon State College
1250 Slsklyou Boulevard
· shland, O~egon 9?520
JULY I~, lee3
MARTIN C,. STEWART
20S7
file: bGLa957.vps
Page 2 of 2
$urveyor's Registrcllon
Expires December 3i, 1994
94-40318
S TE Ie IR T Z,4ND S UR IzE YS
EXHIBIT D-i
"Exhibit D,-I"
EASEHINT DESCRIPTION
A 16 foot vide roadway easement for ingress and egress
purposes over and across a strip of land, vhich is an existing
roadbed, and is situated Northeasterly, Easterly, and Southeasterly
to, vh.. -..sur.d: no,m.l th.r.fro., th. folioring
CONNENCING at the One/Quarter corner common to Sections 15 and
16, Tornship 39 South of Range 1 East of the Willamette Base and
Neridian in Jackson County, Oregon;
THENCE South 89 degrees 42 minutes Z2 seconds East along the
East-West Centerline of said Section Z5 for a distance of ~323.55
feet to the intersection of said EaSt-West Centerline vith the
Westerly boundary line of the Timber Line Subdivision, as found
monumented, the Initial Point of said subdivision being a found 2
inch diameter brass disk set in concrete vhich bears North 00
degrees 03 minutes 43 seconds West for a distance of 6.32 feet,
said subdivision vas filed for record on the 28th day of July, Z964
and recorded in Volume 9 Page 45, Record of Plats, Jackson County,
Oregon;
THENCE leaving said East-West Centerline of Section Z5, South
00 degrees 03 minutes 43 seconds EaSt (South 00 degrees 03 minutes
East Plat Record) along the westerly boundary line of the Timber
Line Subdivision, as found monumented, for a distance of 676.97
feet to a Z/2 by 24 inch galvanised iron pipe WITNESS CORNER
monument;
THENCE continuing South 00 degrees 03 minutes 43 seconds East
along the Westerly boundary line as set forth herelnabove for a
distance of 10.63 feet to the TRUE POINT OF BEGINNINO;
THENCE leavin~ said Westerly boundary line and along the
Westerly line of this roadray easement, the Easterly roadray
easement line bein~ Z6.00feet normal therefrom and conti~uous to,
vhen measured from, the folioring courses:
THENCE along a curve to the le~t having a radius of 32.00 feet
and an arc length o~ 34.87 feet, being subtended by a chord of
South 35 degrees 57 minutes 50 seconds West for a distance of 33.17
feet to a point of tangency from vhich a 1/2 by 24 inch ~alvanlzed
iron pipe reference monument bears North 85 degrees 15 minutes 00
seconds West for a distance of Z0.00 feet;
THENCE south 04 degree8 45 minutes 00 seconds West for a
distance of 70.99 feet to a point of curvature from vhich a ~/2 by
24 inch galvanized iron pipe reference monument bears North 85
de~rees ~5 minutes 00 seconds West ~or · distance of ~0.00 feet;
THENCE along a curve to the right having a radius of 107.56
~eet and an arc length of 90.El feet, being subtended by a chord of
South 28 degrees 45 minutes 00 seconds West for a distance of 87.50
feet to a point of tangency from vhich a 1/2 by 24 inch galvanized
iron pipe reference monument bears North 37 degrees 15 minutes 00
seconds West for a distance of Z0.00 feet;
THENCE South 52 degrees 45 minutes 00 seconds West f
de ' numentbeazs North 37
digre minutes 00 seconds Nest for :°distance of 20.00 feet;
along a curve ~o th~ letti hsvi.9 a radius st 32.00 teat
and an arc length of 41.26 feet bein~ subtended by a chord of
9outh Z5 degrees 48 minutes 45 ;econds West ~or adSstance of 38.46
feet to a point of tangency from vhlch a Z/2 by 24 inch galvanized
iron pipe reference monument beats South 68 degrees 52 minutes 30
seconds West tot a distance of 20,00 East;
Page ~ of 2
94--10318
STEIVART SURVEYS
6 70 66
97520
! ,lab
THBNC~ South 21 degrees 07 'minutes 30 seconds gast for a
distance of 79.71 feet to a point of curvature from which a 1/2 by
24 inch galvanized iron pipe zefermnce monument bears South 68
degrees 52 minutes 30 seconds West for a distance of 10.00 feet;
TH~Cv- along'a curve to the left having a radius of 147.00
feet and an arc length of 128.28 feet, being subtended by a chord
of South 46 degrees 07 minutes 30 Seconds East for a distance
124.25 feet to a point of tangency from which a 1/2 by 24 inch
galvanized iron pipe reference monument bears South 18 degrees 52
minutes 30 seconds West for · distance of 10.00 feet;
THv-NCZ South 71 degrees 07 minutes 30 seconds hat for a
distance of 19.23 feet to a point of curvature from which a 1/2 by
24 Inch galvanized iron pipe reference monument bears South 18
degrees 52 minutes 30 seconds West for s distance of 10.00 feet;
THENC~ along a curve to the right having a radius of 58.00
feet and an arc length o~ 94.78
Sou~h 24 de~zee8 18 minutes 45 seconds East for a distance of 84.58
feet ~o a point of ~angency from which a 1/2 by 24 inch 9alvasized
iz~n pipe reference monument beers North 67 degrees 30 minutes 00
seconds West for a distance 10,00
TH~ South 22 degrees 30 minutes 00 seconds West
distance of 77.72 fee~ to a ~oint In the Northerly boundary line of
that tract of land as set forth in Volume 80 at Page 414 of the
Deed Records of Jackson County~ Oregon from which a 1/2 by 24 inch
galvanized iron pipe WITNaBS CORNBR monument bears Ho~th 89 degrees
42 minutes 45 seconds Wes~ for a distance 10.80 teet~ said point
beln~ the most Southwesterly corner of said roadway easement;
TH~ leaving the said Westerly easement line, South 89
degrees 42 minu~es 45 seconds Bast along said Northerly boundary
line which Is also the most Southerly line of this roadway easemen~
~oz'a distance of 11.28 feet to the POINT
Easterly line of ~him roadway easeMnt.
September 15, 1993
Southern Oregon State College:
1250 Slsklyou Boulevard
lmhland: Oregon 97520
file: LGLdST.w~
st al
5urveyor's Reglstrotlon
Expires December 31, 1994
94-40318 '
EXHIBIT D-2
s s,ar s van s
"Exhibit D-2"
ElSEHINT DiiSCRIPTION
A 19 foot wide roadway easement
purposes over and access a strip .ot:lmnd#
roadbed, the,-centerllne of which is more
follows:
ingress and egress
which is an existing
fully described as
COW)fENCING at the One/Quarter ~orner common to Sections 15
and 16, Township 39 South of Range ~ East of the Willsmetes Base
and Meridian in Jackson County, Oregoni
THE!iCE South 89 degrees 42 minutes 12 seconds East along
the East-West Centerline of 8mid Section 15 for a distance of
1323.55 feet to the Intersection of said last-West Centerline with
the Westerly boundary line of the Timber Line Subdivision, as found
monumented, the Initial Point of sel~ Sub~lvislon being a found 2
inch diameter beams disk set In concrete which bears North 00
degrees 03 minutes 43 seconds West for · distance of 6.32 feet,
said Subdivision was flied for record on the 28th day of July, 1964
and recorded in Volume 9 Page 45, Record of Plats, Jackson County,
Oregon;
THENCE leaving said last-West Centerline of Section 15, South
00 degrees 03 minutes 43 seconds Nest (South 00 degrees 03 minutes
feet to the Southwest corner of said Subdivision;
THENCE leaving maid Westerly boundary line, South 89 degrees
59 minutes 57 seconds Eaet(8outh 89 fiegrams 55 minutes
Record) along the Souther1y boundary line of said Subdivision for a
distance of 1.53 feet to the intersection of the North-South
Centerline of the Southwest One/Quarter of said Section 15 with the
Southerly boundary line of said Subdivielon;
THENCE leaving said Southerly b0undszy line, South 00 degrees
02 minutes 27 seconds East slong. theslid North-South Centerline
for · distance of 618.01 feet to s 5/8 inch iron rod situated at
the Southwest One/Sixteenth corner of said Section
THENCE leaving said North-Booth centerline, North 89 degrees
42 minutes 45 seconds We~t for t distinct of 74.72 feet to s Point
of Terminus situated in the most Easterly line of a 16 foot wide
Roadway Easement;
~H~NCE leaving said lasterly easement line North 89 degrees 42
minutes 45 seconds West along the most Southerly line of said 16
foot Roadway lassmerit for a distance of 14.12 feet to the TRUE
POINT O~ BEGXMNING~
THiNCa along the centerline st this 19toot wide Roadway
easement as tellows:
South 22 degrees 30 minutes 00 seconds West iora distance
136.39 feet to a point st cuzvature~
Ti~mlon9 a curve to the lett having a radius of 115.50
test and an arc length st 42,33 teet~ being subtended by a chord
of South 12 degzees O0 macales O0 secQnds Wes~: for m distance of
42.1o feet to m lmint of' t ":
i T c, ,o.th '. oo
Tstance of 101.55 ~ee~ ~o a ~n~,o~ +C~zVa~urel '
T~ along a curveto ~he%lgh~~ T~'V~n9 a radius ot 322.69
eet and an arc length o~ 190'.QS::feet~' be~g s'ubtended by a chord
o~ South 18 4e~rees 22 minu~%S .3~~ seCOnds 'Wes~ for a distance of
187.35 feet to a point of
I
TKgNC~ South 35 degrees 15 mln tam 00 seconds West tot a
i4 of the Deed Records of Jackso~d as ss~ forth in Volume 80 Page
November 15:1993
Grantor:
William C. and Karen Cowget
61 Nutlay Street
Ashland, Oregon 97520
file: lglf95?.wps
OFE881ONAL
SurveYor°a Registration
Expires December 31, 1994
94-40318
EXHIBIT D.--3
"Exhib~tD~
EASENENT DESCRZPTION
A Zg foot vide roadray easement for ingress and egress
purposes over and across a strip o~ rand, vhich is an existing
roadbed, the centerline of vhich is more fully described as
follows:
COMHFa~CING at the One/Quarter corner common to Sections 15
and 16, Township 39 South of Range I East of the Willemette Base
and Meridian in Jackson County, Oregon; ..
TH~CE South 89 degrees 42 minutes 12 seconds East along the
East-West Centerline of said SectiOn 15 for e distance of 1323.55
feet to the-intersection of said East-West Centerline with the
Westerly boundary line of the Timber Line Subdivision, as found
monumented, the Initial Point of said Subdivision being a found 2
inch diameter brass disk set in concrete which bears North 00
degrees 03 minutes 43 seconds West for a distance of 6.32 feet,
said Subdivision was filed for record on the 28Oh day of July, 1964
and recorded in Volume 9 Page 45, Record of Plats, Jackson County,
Oregon;
THENCE leaving said East-West Centerline of Section 15, South
00 degrees 03 minutes 43 seconds East (South 00 degrees 03 minutes
East, Plat Record)'along the Westerly boundary line of
Line Subdivision,
the Timber
f as found monumented, for a distance of 713.77
eat to the Southwest corner of said Subdivision;
THENCE leaving said Westerly boundary line, South 89 degrees
59 minutes 57 seconds East (South 89 degrees 55 minutes East, Plat
Record) for a distance of 1.53 feet to the intersection of the
North-South Centerline of the Southwest One/Guarter of said Section
15 with the Southerly boundary line of said Subdivision;
THENCE leaving said Southerly boundary line, South 00 degrees
02 minutes 27 seconds East along the said North-South Centerline
for a distance of 1294.01 feet to a 5/8 inch iron rod situated at
the Southeast corner of that tract of lend as set forth in Volume
80 Page 414.of the Deed Records of Jackson County, Oregon;
THENCE leaving said North-South Centerline, North 89 degrees
42 minutes 45 seconds West along the Southerly boundary line of
said tract of land for a distance of 373.18 feet to the TRUE POINT
OF BEGINNING&
THENCE along the centerline of this 19 foot wide Roadway
Easement as follows:
South 35 degrees 15 minutes 00 seconds West for a distance of 94.25
feet to a point of curvature;
THENCE along a curve to the right having a radius of 85.17
feet and an arc length of 31.22 feet, being subtended by a chord
of South 45 degrees 45 minutes 00 seconds West for a distance of
31.04 feet to s point of tengency;
THENCE South 56 degrees 15 minutes 00 seconds West for a
distance of 39.21 feet to · point of curveture~
THENCE along a curve to the left hiring a radius of 39.23.
feet and an arc lengt~ of 43.48 feet, being subtended by s'chord
for. di.t.nc. of
Page I oJ 2
94--]0318
THENCE South 07 degrees 15 minqtes 00 seconds East for a
distance of 138.23 feet to a point Of curvature;
T~NC~ along a curve to the right haylug a radius of 299,26
feet and an arc length of 301,63 feet, being subtended by a chord
of South 21 degrees 37 minutes 30 seconds West for a distance of
289,02 feet to a point of tangency;
TRENC~ South 50 degrees 30 minutes 00 seconds West for a
distance of 91,94 feet to the POINT OP TERMINUS of this 19 foot
wide Roadway Easement said point situated in the Westerly line of
that tract of land as set forth in Volume 82 Page 392 of the Deed
Records of 3ackson County, Oregon from vhich the Southvest corner
of last said tract of land bears South 00 degrees 02 minutes 27
seconds East for a distance of 32.14 feet.
Together with a 40 foot wide roadway easement for ingress and
egress purposes over and across a st=lp of land, which is more
fully described as follows:
BEGINNING at the above said POINT OF TERMINUS which is in the
Westerly boundary line of the last said tract of land and is in the
centerline of the above described 19 foot wide Roadway Easement;
THENCE SOuth 00 degrees 02 minutes 27 seconds East along the
Westerly boundary line of last said tract of land for a distance of
32.14 feet to the Southwest corner of last said tract of land;
THENCE leaving last said Westerly boundary line South 89
degrees 43 minutes 25 seconds East along the Southerly boundary
line of last said tract of land for a distance of 40.00 feet to the
Southeast corner of this 40 foot wide Roadway Easement;
THENCE leaving the last said Southerly boundary line North 00
degrees 02 minutes 27 seconds West along the most Easterly line of
this 40 foot wide Roadway Easement for a distance of 65.29 feet to
the Northeast corner of said 40 foot wide Easement situated in the
centerline of the above described 19 foot wide Roadway Easement;
THENCE leaving said Easterly 40 foot wide Roadway Easement
line South S0 degrees 30 minutes 00 seconds West along the
centerline of said 19 foot Roadway Easement for a distance of 51.81
feet to the POINT OF BEGINNING of this 40 foot wide Roadway
Easement.
November 15, 1993
Grantors:
Roderick 3. and Brooks D. Newton
1182 Timberline Terrace
Ashland, Oregon 97520
&
Edward-J. and Christins L. Reed
1200 Timberline Terrace
Ashland, Oregon 97520
lglg957.wps
Surveyor°s Regldrofion
Expires December 31, 1994
Page 2 of 2
94-40318
EXHIBIT
South, along said east line, 326 feet, more!or less, to fie 'southeast comer of said West
Half bein ~e point of termination.
(over a ~n of the..west 10 feet of Tax Lot 600 391E15, owned by Newton)
,-- 94-403X8
EXHIBIT F
CObI~C~G at the Quar~r c:ornec ccmmnu to ~ 15 ~ 16, TO~ip 39 ~u~
~~*42' 12'~~-W~of~lS~ad~
of 13~.55 ~ ~ ~ ~ d~ ~W~ ~ ~ ~.W~y ~ 1~
a~2~dl~d~h~~N~*~'43"W~ra
d~'~6.~ ~ ~ ~~ ~ ~ ~ ~ ofJ~y, 1~, ~
f~ ~ ~ ~ a ~ of ~& 35' 57' ~' W~ ~r a d~ of 33.17 ~ w a
'l~ 5oi ~* 45' ~' W~ ~r a d~ of ?O.~ ~ ~ a M~ of ~ff~e ~om
whi~ a 1~ b~ ~ ~ gd~ni~ ~n pi~ ~ I~ ~ Ho~ 85° 15' ~" Wut
for a alia of 10.~ ~
l'.~ ~o~ a ~e ~ ie fighi :ha~ a r~ia of 1~.% ~ ~ ~ ~ 1~ of
~. 11 ~ ~ ~ub~ by a' ~ord of 8~t ~* 4~' ~' Wit ~r a alia of 87.50 f~
~ a ~ d ~ ~mwh~ a 1~ by ~ ~ g~V,ni,~ ~ pi~ r~ mnu~nt
~ No~ 37° 15' ~" W~ ~r a d~ of 10.~ ~
~CE Sou~ 5? 45' ~' W~ ~r a dha of 193.~ ~ ~ a ~ht of ~e ~m
whi~ a 1~ by ~ ~ ~vsni~ ~on pi~ ~ mnum~t ~ No~ 37° 1~' ~' W~t
~r a dha of ~.~ ~
NOW ~hg ~.~ f~ W~ly of ~ wnd~oa ~, wh~ m~ur~ ~ ~e~om, ~e
~ong a ~e ~ ~e 1~ h~g a r~i~ of 32.~ ~ ~ ~ ~c 1~ of 41 .~ ~, .~ing
sub~d~ by a ~o~ of Sou~ 15° 48' 45" W~ ~r a dha of 38.~ ~ m a ~ht of
~g~ ~m whi~ a ~ ~ ~ ~ g~vSnl~ ~n pi~ ~ ~at h ~e rest
W~ly ~t !~ ~ ~u~ ~o 52' ~" W~ ~r a dha 0f ~.~ f~;
Page-1 of 2
94-40318
THENCE continuing along said Easterly line with the Southwesterly, W,fst~,ly and
No.h.,es, yNOW ,0.00 W, .dy or and
measured normal therefrom, the following!courses:
South 21 ° 07' 30" East for. a allstance ;$f 79.71 feet to a point of curvature from which a 1/'2
by 24 ln~ galvanized iron pipe reference monument bears South 68° 52' 30" West for a distance
of 10.00
'rHm,~C~ along a ~u've to to left having a rmdiu$ of 147.00 fe~ and an arc longt of 128.28
feet, being mubtended by a ~totd of South ,$6' 07' 30' East for a distance of 124.2.5 f~ to a
point of ~ugeu~t from whk!~ a 1/2 by 24 inch galvanized iron pipe reference monument bears
South 18° 52' 30* W~ for a dimmm:e of 0.00 feet;
Tnm~NC'B South 71° 07' 30' F~mt for m dimmm:e of 19.23 feet tn a point of curvature from
which a 1/2 by 24 imt galv, n{,-d iron pipe reference mouumeat be~s South 18° 52' 30' West
for a di~mx:e of 10.00 fo~ . '
'TligNCi~ainnga~xxrvotothefighthavingaradiumof58.00feetandanarc!engtof94.78
feet, b~iugmublm~dedbyadumiofsoutZ~to 18' 45' E,uffotadisiauceof84.58 re, to apoint
of Umgmcy from which a It2 by 24 imt g~lvaniz~d iron pipe reference monum~t b~ North
67° 30'-~' We~tfotadi~m~..ofl0.00fM~;
'lm:nm[CE Sou~ 22° 30' 00' We~t fix a di~,,,,~_- of 77.72 f-ee$ to a point in the Noticily
~mxy linm of fl~t ffm~: of hind a~ ~ f~,in Volum,. 80 Page 414 of the Deed Reoordm of
Jadao,, County, Ore~o,, from which a 1/'2 by 24 imt galv,,,h.j iron pipe WrrNESS CORNER
mo~,,,~ iwm'm Nott 89° 42' 45' Wemt fix a dimtame of 10.80 feet, maid WrrNESS CORNER
being in Mid Wesimiy ememmt !imm;
Tt~reiCEleavingsaklNottedybou: line, South 65' 46' 36" We~t along the boundery
Page 2 of 2
94-40318
EXmR
EASEMENT DF~SCRIPTION
A 12 foot wide pedestrian walkway easeTent over and across a strip of land more
fully described as follows:
County, Oregon;
Thence South 89 degrees 42 minutes 45 econds, F~t, 664.13 feet along said South
one-sixtennth line, to a found ~ inch by 24 inc!~ galvanized iron pipe with yellow plug, per
filed survey no. 13,714;
Thence South O0 degrees 02 minutes 27 ,Seconds l:~t, 258.31 feet to a found zA inch
by 24 inch galvanized iron pipe with a yellow plug, per the above said filed survey, for the
True Point of Beginning;
Thence North 65 degrees 46 minutes 36 seconds East, 622.62 feet along the adjusted
property line, per said filed survey, to a point on the South one-sixteenth line;
Thence leaving the above said adjusted lXopC'Tty line, North 89 degrees 42 minutes 45
seconds West, 10.80 feet along the South one-si)cteenth line, to a found zA inch x 24 inch
galvanized iron pipe witness corner;
Thence North 89 degrees 42 minutes 45 seconds West, 18.13 feet along the South
one-sixteenth line;
Thence leaving the South one-sixteenth line, South 65 degrees 46 minutes 36 seconds
West, 590.91 feet;
Thence South 00 degrees 02 minutes 27 seconds, East 13.15 feet to the Point of
Beginning.
94-40318
e Nov 0 9 sw fl