2012-131s:llegallour documents\ordinances112\chamberlain acquisition ordinance.doc
ORDINANCE NO. 2O 1 Z-131
AN ORDINANCE FINDING THAT A PUBLIC USE AND NECESSITY EXISTS TO
ACQUIRE (I) FEE SIMPLE TO A 1.91 ACRE TRACT; (II) A UTILITY AND SLOPE
EASEMENT ENCUMBERING 0.57 ACRES; AND (III) A DRAINAGE EASEMENT
ENCUMBERING 0.02 ACRES; ALL TRACTS LOCATED IN THE JAMES EDMONSON
SURVEY, ABSTRACT NUMBER 400, CITY OF DENTON, DENTON COUNTY, TEXAS,
AS MORE PARTICULARLY DESCRIBED ON EXHIBIT "A", ATTACHED HERETO AND
MADE A PART HEREOF, LOCATED GENERALLY ON ROSELAWN DRIVE, 600 FEET
EAST OF SOUTH BONNIE BRAE STREET (THE "PROPERTY INTERESTS"), FOR THE
PUBLIC USE OF EXPANDING AND IMPROVING BONNIE BRAE STREET, A
MUNICIPAL STREET AND ROADWAY; AUTHORIZING THE CITY MANAGER OR HIS
DESIGNEE TO MAKE AN OFFER TO THE CHAMBERLAIN TRUST (THE "OWNER") TO
PURCHASE THE PROPERTY INTERESTS FOR THE PURCHASE PRICE OF SIXTY SIX
THOUSAND FIVE HUNDRED AND NINETEEN DOLLARS AND NO CENTS ($66,519.00},
AND OTHER CONSIDERATION, AS PRESCRIBED 1N THE PURCHASE AGREEMENT
(THE "AGREEMENT"), AS ATTACHED HERETO AND MADE A PART HEREOF AS
EXHIBIT "B"; AUTHORIZING THE EXPENDITURE OF FUNDS THEREFOR; AND
PROVIDING AN EFFECTIVE DATE.
WHEREAS, after due consideration of the public interest and necessity and the public
use and benefit to accrue to the City of Denton, Texas; NOW, THEREFORE,
THE COUNCIL OF THE CITY OF DENTON HEREBY ORDAINS:
SECTION 1. The City Council finds that a public use and necessity exists, and that the
public welfare and convenience require, the acquisition of the Property Interests by the City of
Denton, Texas (the "City"). The City Council hereby finds and determines that the acquisition
of the Property Interests is necessary for public use to provide street and roadway expansion and
improvements to serve the public and the citizens of the City of Denton, Texas.
SECTION 2. The City Manager, or his designee, is hereby authorized to make a formal
offer to the Owner to purchase the Property Interests from the Owner.
SECTION 3. The City Manager, or his designee, is hereby authorized to (a) execute for
and on behalf of the City (i) the Agreement, by and between the City and Owner, in the form
attached hereto and made a part hereof as Exhibit "B", with a purchase price of $66,519.00 and
other consideration, plus costs and expenses, all as prescribed in the Agreement; and (ii) any
other documents necessary for closing the transaction contemplated by the Agreement; and (b) to
make expenditures in accordance with the terms of the Agreement.
SECTION 4. The City Manager, or his designee, is directed, by certified mail, return
receipt requested, to disclose to Owner any and all appraisal reports produced or acquired by the
City relating specifically to the Owner's property and prepared in the 10 years preceding the date
of the offer made by the Agreement.
SECTION 5. The offer to Owner shall be made in accordance with all applicable law.
SECTION 6. If any section, article, paragraph, sentence, phrase, clause or word in this
ordinance, or application thereof to any persons or circumstances, is held invalid or
unconstitutional by a court of competent jurisdiction, such holding shall not affect the validity of
the remaining portions of this ordinance; the City Council declares that it would have ordained
such remaining portion despite such invalidity, and such remaining portion shall remain in full
force and effect.
SECTION 7.
approval.
This ordinance shall become effective immediately upon its passage and
PASSED AND APPROVED this the
�J�� day of , 2012.
ATTEST:
JENNIFER WALTERS, CITY SECRETARY
By:
APPROVED AS TO LEGAL FORM:
ANITA BURGESS, CITY ATTORNEY
By:
,
PAGE 1 OF 6
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VOL. 5022, PG. 3438
D.R.O.C.T. 3
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'�' EXTSTING R,O.W.
EX157YNG R.O.W.
POINT OF � / L
COMMENCING I
FND S/2"IR/4981 J���y��
SAVE 6 EXCEPT
TRACT 1
JACK ARLYN PARKE9
VOL. 4073 PG. 1207
D.R.d�C,T.
ALL PROPERTY CORNERS ARE SE7 1/2"IR/
GAI CAP UNLESS OTHERWISE NOTED,
NOTE: 5ET 1/2" T.R, W/ GAI CAP TO
BE SET A7 ENO OF CONSTRUCTION.
VARIAB LE
SITUATED
EXHIBIT "A" - to Ordinance (Property Interests)
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THE CMAMBERLAIN TRUST
VOL. 4522, PG. 1336
o.R.o.c.r.
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R=2452.50'
7=55.02'
L=110.03'
N01'17'07"W
Lc=110.02'
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BEGINNING
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JACK ARLYN pAHKE5
VOL, 4073, P0. 1207
q.p,O.C.T.
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BASIS OF BEARING IS NOR7H AMERICAN DA7UM
OF 1983 (NA�-83) STATE PLANE COORbTNATE
SYSTEM, TEXAS NDRTH CENTRAL.
PARCEL 34—ROW-1
BEING A
83,338 SQ.FT./1.91 ACRE
WIDTH RIGHT—OF—WAY DEDICATTON
IN THE JAMES EDMONSON SURVEY,
ABSTRACT N0. 400,
D�ENTON C�UNTY, TEXAS GHAPHIC SCALE �•-�oo�
0 50 100 150
n
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CONS600l�x E� oai� �i���ERS
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DATE: JULY 2011
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EXHIBIT "A" - to Ordinance (Property Interests)
2925 9. BONNIE BRAE
ALFREO 6 BECKY CAMP
INST. NU. 20f0-62292
D,R.O.C.T.
N89'55'12'W S89'55':
19.64' � 95.00
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THE CHAM6EHLAIN TRUST
VOL. 4522, PG. 1336
D.R.D.C.T.
ALL PROPERTY COFiNERS ARE 5ET 1/2"IR/
GAI CAP UNLESS OTHERWISE NOTEO.
NOTE: SET 1/2" I.R. W/ GAI CAP TO
BE SET AT ENO OF CONS7RUCTTON,
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HARLAN PHOPERTIES, INC.
VOL. 4704, PG. l297
D.R.D.C.T.
'00'00"W SURVEY LINE
6.51'
♦ n=cvac.u�
A= 2'94' 14" �� �i � ' L=110�03'
R=2547.50' • � S01'17'07"E
T=57.15' j ,�l � Lc=110.02'
L=114.29' . �•��/
N01'17'07"W %
�c-114.28� ;' ��:� THE CHAMBERLAIN TRUST
�': ��.�; . : VOL. 4522, PG. 1336
i D.A.D.C.T.
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PROPOSEO R.O.W� ' � ��' � PROPOSED q.O.W.
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BASIS OF BEARING IS NORTH AMERTCAN �ATUM
OF 1983 (NAb-83) STATE PLANE CflORDINATE
SYSTEM, TEXAS NORTH CEN7RAL.
PARCEL 34—RO�V-- i
BEING A .
83,338 SQ.FT./1.91 ACRE
VARIABLE WIDTH RIGHT—OF—WAY DEDICATION �
SITUATED TN THE JAMES EDMONSON SURVEY,
ABSTRACT N0. 40U,
DENmON COUNTY, TEXAS
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��`� CONSULTING ENGINEERS dc PIANNERS
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ARLINQTON, 7EXAS 76011 (817) 640-8636
7HPE FlRIAS F-1191/iBPL9 �IRM� tO1C38-00
GRAPHIC 9CALE !'di00'
0 50 100 150
DATE: JULY 2011
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PAGE 3 OF 6
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TME CHAMBERLAIN TRUS7
VOL. 4522, PG. i336
D.R.D.C.T.
i'00'00"E
28.28'
L
ROS�LAIIN DRIVE
(VARIABLE WIOTH R.O.W.)
590'00'00"E 432.50'
j � .�' . :� / •
NB9'31'33"W 900.03'
LONOHtlAN COUN VOL qg0,6CP�UT g28UN�ATI�N, INC.
�.R.D.C.T.
ALL PROPERTY CORNERS ARE SET 1/2"IR/
GAI CAP UNLESS OTHERWISE NO7ED,
NOTE: SET 1/2" I.R. W/ GAI CAP TO
BE SET AT ENO OF CQN5TRUCTION.
EXHIBIT "A" - to Orciinance (Property Interests)
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BASIS OF BEARTNG '[S NOR7H AMERTCAN DATUM
OF 1983 (NAD-83)•5TATE PLANE COORDINATE
SYSTEM, TEXAS NORTH CENTRAL.
PARCEL 34—ROW--1
BEING A
83,338 SQ.FT./1.91 ACRE
VARIABLE WIDTH RIGHT—OF—WAY DEDICATION �
SITUATED IN THE JAMES EDMONSON SURVEY,
ABSTRACT N0. 400,
DENTON COUNTY, TEXAS
� Graham Associates,lnc.
. CONSULTING BNGINEERS dc PLANNERS
600 SIX FLAfi3 ORIVE, SUITE b00
ARUN070N, 7EK115 7E011 (817� 640-8635
TBPE FlRMt F-1191/TBPl.B FlRM7 tD10'JB-00
GRAPHIC 9CALE S'-f00'
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�ATE: JULY 2011
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PAGE 4 OF 6
EXHIBIT "A" - to Ordinance (Property Interests)
PARCEL 34-ROW-1
LEGAL DESCRIPTION
RTGHT-OF-WAY DEDICATION
Being a 1.91 acre tract of land situated in the James Edmonson Survey, Abstract No. 400,
Denton County, Texas, being a portion of The Charnberlain Trust, as recorded in Volume
4522, Page 1336, Deed Records, Denton County, Texas. Said 1.91 acre tract of land
being more particularly described by metes and bounds as follows:
COMMENCING at a found 1/2 inch iron rod with 4561 cap, bezng the southeast corner
of a tract of land conveyed to Jack Parkes and vvife Betty Parkes, as recorded in Volume
5022, Page 3438, Deed Records, Denton County, Texas, and being in the nor.th line of a
Save & Except Tract 1, conveyed to Jack Arlyn Parkes, as recorded in Volume 4073,
Page 1207, Deed Records, Denton County, Texas, also being in the existing west right-
of-way line of Bonnie Brae Street (having a variable width R.O.W.); �
THENCE North 77°59'07" East, leaving said existing west right-of-way line, for a
distance of 189.79 feet to a set 1/2 inch iron rod with GAI cap for corner, being the
POINT OF BEGINNING, and being in the proposed north right-of-way line of Roselawn
Drive (a variable width R.O.W.);
THENCE North 00°00'00" East, along said proposed north right-of-way line, a distance
of 8.49 feet to a set 1/2 inch iron rod with GAI cap for corner;
THENCE South 90°00'00" East, continuing along said proposed north right-of way line,
for a distance of 337.00 feet to a set 1/2 inch iron rod with GAi cap for corner, being the
most southerly point of a corner-clip with the proposed west right-of-way line of said
Bonnie Brae Street (a variable width R.O.W.);
THENCE North 45°00'00" East, along said corner-clip, for a distance of 21.92 feet to a
set 1/2 inch iron rod with GAI cap for corner, being in said proposed west right-of-way
line of Bonnie Brae Street;
THENCE North 00°00'00" East, along said proposed west right-of-way line, for a
distance of 147.00 feet to a set 1/2 inch iron rod with GAI cap for corner, being the
beginning of a tangent curve to the left having a radius of 2452.50 feet, a central angle of
2°34'14" and a long chord which bears North O1°17'07" West, 110.02 feet;
THENCE northwesterly, alon� said proposed west right-of way line and said curve to the
left, an arc distance of 110.03 feet to a set 1/2 inch iron rod with GAI cap for corner;
THENCE North 02°34'14" West, continuing along said propased west right-c�f-way line,
%r a distance of 333.77 feet to a set 1/2 inch iron rod with GAI eap for conner, being the
beginning of a tangent curve to the right having a radius of 2547.50 feet, a central angle
of 2°34'14" and a long chord which bears North O1 °17'07" West, 114.28 feet;
EXHIBIT "A" - to Ordinance (Property Interests)
PAGE 5 OF 6
THENCE northwesterly, along said proposed west right�of-way line and said curve to the
right, an arc distance of 114.29 feet to a set 1/2 inch iron rad with GAI cap for corner;
THENCE North 00°00'00" East, continuing along said proposed west right-of-way line,
for a distance of 6.64 feet to a set 1/2 inch iron rod vvith GAT cap for corner, �6eing in the
north line of said Chamberlain Trust tract, and from which a found 5/8 inch iron rod for
the southeast corner of a tract of land conveyed by deed to Alfred and Beck Camp, as
recorded in Instrument No. 2010-62292, Deed Records, Denton County, 'I'exas, bears
North 89°55'12" West, 19.64 feet, sai.d point also being in the south line of a tract of land
conveyed by deed to Harlan Properties, Inc., as recorded in Volume 4704, Page 1297,
Deed Records, Denton County, Texas;
THENCE South 89°55'12" East, leaving said proposed west right-of-way line and
following along said north line and said south line, for a distance of 95.00 feet to a set 1/2
inch iron rod with GAI cap for corner, being in the proposed east right-of-way line of
said Bonnie Brae Street;
THENCE South 00°00'00" West, leaving said north line and following along said
proposed east right-of-way line, for a distance of 6.51 feet to a set 1/2 inch iron rod with
GAI cap for corner, heing the beginning of a tangent curve to the left having a radius of
2452.50 feet, a central angle of 2°34'14" and a long chord which bears South O1°17'07"
East,110.02 feet;
THENCE southeasterly, along said proposed east right-of way line and said curve to the
left, an arc distance of 110.03 feet to a set 1/2 inch iron rod with GAT cap for c;orner;
THENCE South 02°34'14" East, continuing along said proposed east right-of-way line,
for a distance of 333.77 %et to a set 1/2 inch iron rod with GAI cap for corner, being the
beginning of a tangent curve to the right having a radius of 2547.50 feet, a central angle
of 2°34'14" and a long chord whichbears South O1°17'07" East, 114.28 feet;
T'HENCE southeasterly, along said proposed east right-of-way line and said curve to the
right, an arc distance of 114.29 feet to a set 1/2 inch iron rod with GAT cap for corner;
THENCE South 00°00'00" West, continuing along said proposed east right-of-way line,
for a distance of 136.00 feet to a set 1/2 inch iron rod with GAI cap for corner, being the
most northerly point of a corner-clip with the said proposed north right-of-way Iine of
Roselawn Drive;
THENCE South 45°00'00" East, along said corner-clip, for a distance of 28.28 feet to a
set 1/2 inch iron rod with GAI cap for corner, being in said proposed north right-of-way
line af Roselawn Drive;
THENCE South 90°00'00" East, along said proposed north right-of-way line, for a
distance of 432.50 feet to a set 1/2 inch iron rod with GAI cap for corner;
EXHIBIT "A" - to Ordinance (Property Interests)
PAGE 6 OF 6
THENCE South 00°00'00" West, continuing along said proposed north right-of-way line,
for a distance of 22.44 feet to a set 1/2 inch iron rod with GAI cap for corner, being in the
existing north right-of-way line of said Roselawn Drive;
THENCE North 89°31'33" West, along said existing north right-of-way line, for a
distance of 900.03 feet to the POINT OF BEGINNING and CONTAINING 83,338
square feet or 1.91 acres o£ land, more or less.
PAGE 1 OF 4
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ALFREO & BECKY CAMP
INST. N0. 2010-62292
D,R.O.C.T.
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THE CHAMBERLAIN TRUST
VOL. 4522, PG. 1336
O.R.U.C.T.
A= 2'34' 14"-' C\�
Rm2567.5D' �
T=57.60'
Lrii5.19' �
NOS'17'07"W �
Lc=115.18' �
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PROPOSEO R.O.W.
NO2'34'94
333.77'
EXHIBIT "A" - to Ordinance (Property Interests)
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VOL. 4704, PG. 1297
d.R.O,C.T.
POINT DF BEGINNING
FNO 8/B"IR
S89'55' 12"E
19.64'
-500'00'00"W
6.64'
-A= 2'34' 14"
R-2547.50'
Tti57,A5'
L=114,29'
501,17'07°E
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PROPOSEO R.O,W.
SURVEY LiNE
THE CHAMBERLAIN 7RUST
VOL. 4522, PG. 1336
o�o D.R.D.C.T.
o� �
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�-502'34'14"E
333,77'
3E� SgEET 2
8A5TS OF BEARING IS NORTH AMERICAN �A7UM
OF 1983 (NAO-83) STATE PI.ANE COORDINA7E
SYSTEM, TEXAS NORTH CENTRAL.
PARCEL 34-USE-1
BEING A
14,425 SQ.FT./0.33 ACRE
UTILITY & SL4PE EASEMENT
SITUATED IN THE JAMES EDIVYONSON SURVEY,
ABSTRACT N0. 400,
DENTON COUNTY, TEXAS
� Grahdm Associates,lnc.
■ CONSULTING ENGINEERS dc PLANNERS
eoo s�x �uos omve, su�tE soo
�wuNOTON, 7E1cAS 7eot1 (at7) e�w—e636
'fBPE FlRAIi F-7791/iBPIS FiRM� 101638-00
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apAPHIC SCALE !`�500'
0 50 100 150
DATE: DECEMBER 2011
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PAGE 2 OF 4
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R°2432.50'
T=54.57'
L-109.13'
N01'17'07"W
Lcm109.12'
THE CHAMBERLATN TRUST
VOL. 4522, PG. 1336
O.R.D.C.T.
PROPOSEO R.O.W.
N00 '00 ' 00
162.50'
EXHIBIT "A" - to Ordinance (Property Interests)
SEE SHEET i
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147.00'
N90 '00 ' 00 "W
4.50'
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JACK ARLYN pARKES �
VOL. 4073, PG. 1207 �
O.R.�.C.T. I
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3�0o�oo°w ROSELAIPN DRIVE
21'92 (VARLABLE WIOTH 17.O.W.)
LONGHORN COUNCIL 80Y SCOUT FOUNDATION, INC.
VOL.450, PG. 526
D.R.p.C.T.
BASIS DF BEARING IS NORTH AMERICAN bA7UM
OF 1993 (NAD-831 STATE PLANE COOROINATE
SYSTEM, TEXAS NORTH CENTRAL.
PARCEL 34--USE-1
BEING A
14,425 SQ.FT./0.33 ACRE
UTILITY & SLOPE EASEMENT
SITUATED IN THE JAMES EDMONSON SURVEY,
� ABSTRACT N0. 400, n
DENTON COUNTY, TEXAS
� Graham Associates,lnc.
■ CONSULTINO ENOINEERS �c PLANNERS
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ARLINOTON, �x,�s �aott �at� e�o-esas
TBPE FlRMt F-1191/1BPlS RMt 101538-00
GRAPHIC SCALE !'-100'
0 50 100 S50
DATE: DECEMBER 2011
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PAGE 3 OF 4
EXHIBIT "A" - to Ordinance (Property Interests)
PARCEL 34-USE-1
LEGAL DESCRIPTTON
SLOPE EASEMENT
Being a 0.33 acre tract of land situated in the James Edmonson Survey, Abstract No. 400,
Denton County, Texas, being a portion oiThe Chamberlain Trust, as recorded in Volume
4522, Page 1336, Deed Records, Denton County, Texas. Said 0.33 acre tract of land
being more particularly described by metes and bounds as %llows:
BEGINNING at a found 5/8 inch iron rod, being the southeast corner of a tract of land
conveyed by deed to Alfred and Becky Camp, as recorded in Instrument Na. 2010-62292,
Deed Records, Denton County, Texas, and the southwest comer of a tract of land
conveyed by deed to Harlan Properties, Inc., as recorded in Volume 4704, Page 1297,
Deed Records, Denton County, Texas, also being in the north line of said Chamberlain
Trust tract;
THENCE South 89°55'12" East, along said north line of Chamberlain Trust tract and the
south line of said Harlan tract, for a distance of 19.64 feet to a point for corner, said point
being the proposed west right-of-way line of Bonnie Brae Street (a 95 foot R.O.W.);
THENCE South 00°00'00" West, leaving said north line and following along said
proposed west right-of-way line, for a distance of 6.64 feet to a point for corner, being the
beginning of a tangent curve to the left having a radius af 2547.50 feet, a central angle of
2°34'i4" and a long chord which bears South O1°17'07" East, 114.28 feet;
THENCE sautheasterly, along said proposed west right-of-way line and said tangent
curve to the left, an arc distance of 114.29 feet to a point for corner;
THENCE South 02°34'14" East, continuing along said proposed west right-of-way line,
for a distance of 333.77 feet to a point for corner, being the beginning of a tangent curve
to the right having a radius of 2452.50 feet, a central angle of 2°34'14" and a long chord
which bears South O1 ° 17'07" East, 110.02 feet;
THENCE southeasterly, along said proposed vcrest right-of-way line and said curve to the
right, an arc distance of 110.03 feet to a point for corner;
THENCE South 00°00'00" West, continuing along said proposed west right-of-way Iine,
for a distance of 1�7.00 feet to a point for corner, being the most northerly point of a
corner-clip with the proposed north right-of-way line of Roselawn Drive (a variable
v�ridth R.O.W.);
THENCE South 45°00'00" West, along said corner=clip, for a distance of 21.92 feet to a
point for corner, being in said proposed north right-o%way lirie of said Roselawn Drive;
THENCE North 90°00'00" West, along said proposed north right-of-way line, for a
distance of 4.50 feet to a point for corner;
EXHIBIT "A" - to Ordinance (Property Interests)
PAGE 4 OF 4
THENCE North 00°00'00" East, leaving said proposed north right-of-way line, for a
distance of 162.50 feet to a point for corner, being the beginning of a tangent curve to the
left having a radius of 2432.50 feet, a central angle of 2°34'14" and a long chord which
bears North Ol ° 17'07" West, 109.12 feet; .
THENCE northwesterly, along said tangent curve to the left, an arc distance of 109.1 �
feet to a point for corner;
T�TENCE North 02°34'14" West, for a distance of 333.77 feet to a point for corner, being
the beginning of a tangent cuxve to the rigkzt having a radius of 2567.50 feet, a central
angle of 2°34'14" and a long chord which bears North O1°17'07" West, 115.18 feet;
THENCE northwesterly, along said curve to the right, an arc distance of 115.19 feet to a
point for corner;
THENCE North 00°00'00" East, for a distance of 6.67 :feet to a point for corner, being in
the said north line of Chamberlain Trust tract;
THENCE South 89°37'17" East, along said north line, �or a distance of 0.36 feet to the
I'O1NT OF BEGINNING and CONTAINING 14,425 square feet or 0.33 acres of land,
more or less.
v3-i s-zV- �
PAGE 1 OP 4
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2925 S. BONNIE BFAE
ALFREO & BECKY CAMP
INST. N0. 2010-82292
O.R.O.C.T.
POINT•OF COMMENCING
FND 5/8"IR
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THE CHAMBERI.AIN TRUST
VOI.. 4522, PG. 1336
O.R.D.C.T.
EXHIBIT "A" - to Ordinance (Property Interests)
SB9'55'12"E
114.64'
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HARLAN PHOPERTIES, INC.
VOL. 4704, P0. l297
D.R.D.C.T.
POINT DF BEGINNING
'12"E
S00'00'00"W SURVEY I.INE
N00'tl0'00"E � 6.49'
6.51'
A= 2'34' 14"� ,'�p= 2'34' 14"
R=2452.50' R=24�7.50'
T=55.02' ;\+ 7�54.69'
L-110.03' �<l09.35'
NO!'17'07"W S01'i7'07"E
Lcd110.02' �;1 Lc=109.35'
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BASTS OF BEARING IS NORTH AMERICAN DATUM
OF 1983 (NAD—B3) STATE PLANE COORDINATE
SYSTEM, TEXAS NORTH CENTRAL.
PARCEL 34-USE-2
BE�NG A
10,621 SQ.FT./0.24 ACRE �
UTILITY & SLOPE EASEMENT
SITUATED IN THE JAMES EDMONSON SURVEY,
ABSTRACT N0. 400,
DENTON COUNTY, TEXAS
� Graham Associates,lnc.
■ CONSULTING ENGINEERS dc PLANNERS
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•GRAPHIC 5CALE !'-l00'
0 50 100 150
DATE: D�CEMBER 2011
i ln.... L.... /�7 A_I ICC_'J
PAGE 2 OF 4
EXHIBIT "A" - to Ordinance (Property Interests)
sEE sx�E�r i
THE CHAMBEALAIN 7RUST
VOL. 4522, PG. 1336
p.R.D.C.T.
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R=25A7.50'
T=57,i5'
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VOL. 4073, PG. 1207
O.R.d.C.T. I
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THE CHAMBERl.AIN TRUST
VOL. .A522, PG. 1336
D.A.�.C.T.
A� 2'34'14"
Rm2562.50'
T=57.49'
Lgii4.96'
S01'17'07"E
Lc=114.95'
LONOHORN COl1NCIL 8DY BCOUT FOUNpATION, INC.
VOL.460 P0. B26
U.R.b.C.T.
BASIS OF BEARING IS NORTH AMERICAN DATUM
OF 19B3 (NAD-83) STATE PLANE C60RDINATE
SYSTEM, TEXAS NORTH CENTRAL.
PARCEL 34-USE--2
BEING A
10,621 SQ.FT./0.24 ACRE
UTILITY & SLOPE EASEMENT n
SITUATED IN THE JAMES EDMONS�N SURVEY,
ABSTRACT N0. 400,
DENTON COUNTY, TEXAS
� Graham Associates,lnc.
■ CONSULTING ENGINEERS dc PLANNERS
eoo ax Fv.as oArvE. sui� eoo
,VtuNCnoM, 1ew�s �emt at�) a4o-e6sa
TBPE FlRA1: F-itpl/TBPL5 M: 101638-00
GpAPHIC SCALE !'-f00'
o so soa iso
OATE; OECEMBER 2041
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PAGE 3 OF 4
EXHIBIT "A" - to Ordinance (Property Interests)
PARCEL 34-USE-2
LEGAL DESCRIPTION
SLOPE EASEMENT
Being a 0.24 acre tract of land sihtated in the James Edmonson Survey, Abstract No. 400,
Denton County, Texas, being a portion of The Chamberlain Trust, as recorded in Volume
4522, Page 1336, Deed Records, Denton County, Texas. Said 0.24 acre tract of land
being more particularly described by metes and bounds as %llows:
COMMENCING at a found 5/8 inch iron rod, being the southeast corner of a tract of land
con�veyed by deed to Alfred and Becky Camp, as �xecorded in Tnstrwnent No. 2010-62292,
Deed Records, Denton County, Texas, and the southvc�est corner of a tract of land
conveyed by deed to Harlan Properties, Inc., as recorded in Volume 4704, Page 1297,
Deed Records, Denton County, Texas, also being in the north line of said Chamberlain
Trust tract;
THENCE South 89°55'12" East, along said north line of Chamberlain Trust tract and the
south line o£ said Harlan tract, for a distan.ce of 114.64 feet to a point for corner, being
the pOINT.OF BEGINNING, and being in the proposed east right-of-way line af Bonnie
Brae Street (a 9� foot R.O.W.);
THENCE South 89°55'12" East, leaving said proposed east right-of-way line and
continuing along said north line, for a distance of 15.00 feet to a point for corner;
THENCE South 00°00'00" West, leaving said north line, for a distance of 6.49 feet io a
point for corner, being the beginning of a tangent curve to the left having a radius of
2437.50 feet, a central angle of 2°34'14" and a long chord which bears South O1°17'07"
East,109.35 feet;
THENCE southeasterly, along said curve to the left, an arc distance of 109.35 feet to a
point for corner•,
THENCE South 02°34'14" East, for a distance of 333.77 feet to a point for corner, being
the beginning of a tangent curve to the right having a radius of 2562.50 feet, a central
angle o£2°34'14" and a long chord vvhich bears South O1°17'07" East, 114.95 feet;
THENCE southeasterly, along said curve to the right, an arc distance of 11�.96 feet to a
point for corner;
THENCE South 00°00'00" West, for a distance of 151.00 feet to a point for coxzaer, being
in a corner-clip with said proposed east right-of-way line of Bonnie Brae Street and the
proposed north right-of-way line of Roselawn Drive (a variable width R.O.W.);
THENCE North 45°00'00" West, along said corner-clip, for a distance of 21.21 feet to a
point for corner, being in said proposed east right-of-way line of Bonnie Brae Street;
EXHIBIT "A" - to Ordinance (Property Interests)
PAOE 4 OF 4
THENCE North 00°00'00" East, along said proposed east right-of-way line, for a distar�ce
of 136.00 feet to a point fbr corner, being the beginning of a tangent curve to the left
having a radius of 2547.50 feet, a central angle of 2°34'14" and a long chord which bears
North O1 ° 17'07" West, 114.2$ feet;
THENCE northwesterly, alorig saad proposed east right-oi way line and said curve to the
left, an arc distance of 114.29 feet to a point for corner;
THENCE North 02°34'14" West, continuing along said proposed east right-of-way line,
for a distance of 333.77 feet to a point for corner, being the beginning of a tangent curve
to the right having a radius of 2452.50 feet, a central angle of 2°34'14" and a long chord
which bears North O1 ° 17'07" West, 110.02 feet;
THENCE northwesterly, along said proposed east right-of-way line and said curve to the
right, an arc distan.ce of 110.03 feet to a point for corner;
THENCE North 00°00'00" East, for a distance of 6.51 feet to the 1'OINT OF
BEGINNING and CONTAINING 10,621 square feet or 0.24 acres of land, more or less.
0 5—. � - �--� �-
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PAGE 1 OF 2
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JACK PARNES AND
WIFE BETTY PARKES
VOL. 5082 P6. 3438
0. R .1�. C. T .
EXI3TIN0 R.O.W
POINT OF �
COMMENCINC
FND 1/2"IR/4561
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EXISTING R.O.W.
N00'00'00"E
8.49'
SAVE 6 EXCEP7
TRACT 1
JACK ARLYN PARKES
VOL. 4073, PG, l207
O.R.O.C.T.
EXHIBIT "A" - to Ordinance (Property Interests)
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THE CHAMBERLAIN 7RUST
VOL. 4522, PG. 1336
O.R.D.C.T.
PROPOSEO H.O.W
N90 '00' OU"E
25.00'
N00'00' 00"E
17.00'
POTNT OF
^ ^^BEGINNING���
liOSELAWN DRIVE
(VAFIABLE WIDTH R.O.W.1
N90 '00 ' 00"W
25.00'
JACK ARLYN PARKEB
VOL. 1073, PG. l207
O.R.O.C.7.
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BASIS OF BEARING IS NORTH AMERICAN []ATUM
OF 1983 (NAD-83) STATE PLANE COORDINATE
SYSTEM, TEXAS NOp7H CENTRAL.
PARCEL 34—DE-1 .
BEING A
425 SQ.FT./0.01 ACRE
DRAIIVAGE EASEMENT
SITUATED IN THE JAMES EDMONSON SURVEY,
ABSTRACT N0. 400,
DENTON COUNTY, TEXAS
� Graham Associates,lnc.
. CONSULTING ENGINEERS �c PLANNERS
eoa s�x �cs uRwe. sui� aoo
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ORAPHIC BCALE i"-500' �
0 50 100 150
DATE: OECEMBER 2011
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Page 2 of 2
EXHIBIT "A" - to Ordinance (Property Interests)
PARCEL 34-DE-1
LEGAL DESCRIPTION
DRAINAGE EASEMENT
Being a 0.01 acre tract of land situated in the James Edmonson Survey, Abstract No. 400,
Denton County, Texas, being a portion of The Chambexlain Trust, as recorded in Voluane
4522, Page 1336, Deed Records, Denton County, Texas. Said Q.Ol acre tract of land
being more particularly described by metes and bounds as follows:
COMMENCING at a found 1/2 inch iron rod with 45b1 cap, being the southeast corner
o£ a tract of land conveyed to Jack Parkes and wife Betty Parkes, as recorded in Volume
5022, Page 3438, Deed Records, Denton County, Texas, and being in the north line of a
Save & ExCept Tract 1, conveyed to Jack Arlyn Parkes, as recorded in Volume 4073,
Page 1207, Deed Recoxds, Denton County, Texas, also being in the existing west right-
of-way line of Bonnie Brae Street (having a variable vvidth R.O.W.); .
THENCE North 77°59'07" East, lea�ving said existing west right-of-way line, for a
distance of 189.79 feet to a point for corner, said point being in the proposed north right-
of-way line of Roselawn Drive (a variable width R.O.W.);
THENCE North 00°00'00" East, along said proposed north right-of=way line, a distance
of 8.49 feet to a point for corner;
THENCE North 90°00'00" East, continuing along said proposed north right-of-way line,
for a distance of 307.48 feet to a point for corner, being the POINT 4F BEGINNTNG;
THENCE North 00°00'00" East, leaving said proposed north right-of-way line, a distance
of 17.00 feet to a point £or corner;
THENCE North 90°00'00" �ast, a distance of 25.00 feet to a point fox corner;
THENCE South 00°00'00" West, a distance of 17.00 feet to a point for corner;
THENCE North 90°00'00" West, a distance of 25.00 feet to the POTNT O�' BEGINNING
and CONTAINING 425 square feet, 0.01 acres of land, more or less.
9
PAGE 1 OF 3
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JACK PARNES ANO
WIFE BETTY PARKE3
VOL, 6022, PQ. 3438
O.R.O.C.T.
EXISTINO R,O�W.
POINT OF a
COMMENCINC
FNI] f/2"IH/4561
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THACT 1
JACK AFLYN PARKES
VOL. 4073, P0. SE07
D.R.O.G.T.
EXHIBIT "A" - to Ordinance (Property Interests)
. ��
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THE CHAMBERLAZN TRIJST
VOL. A522, PG. 1336
D.R.O.C.T.
PROP09E0 R.O.
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R03ELA1PN DRIVE
(VAFIABLE WI�7H Fi.O. W. )
JACK ARLYN PARKEB
V�L. 4073 P0. 1207
�.R.�.C.T.
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BASIS OF BEARING IS NORTH AMERTCAN DATUM
DF 1983 (NAD-83) STATE PLANE COOFIOINATE
SYSTEM, TEXAS NORTH CENTRAL.
PARCEL 34—DE-2
BEING A .
500 SQ.FT./0.01 ACRE
DRAINAGE EASEMENT
SITUATED IN THE JAMES EDMONSON SURVEY,
ABSTRACT N0. 400,
. DENTON COUNTY, TEXAS
� Graham Associates,inc.
CONSULTING ENGINEERS dc PLANNERS
eoo mx Fuos oaiv�, sui� soo
ARLINCTON,'►Ex�s �ao�t (et a�o-ea�s
T6PE FlRMt F-1191/7BPL9 Fl: 101636-00
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�RAPHIC SCALH S'�100'
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DATE: DECEMBER 2011
J/Oenton/P34-DE-2
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PAGE 2 OF 3
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VOL. 4522, PG. 1396
D.R.D.C.7.
'00'00"E
25.00'
S�0 �0� � �� �� W
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POIN7 OF
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EXHIBIT "A" - to Ordinance (Property Interests)
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R08ELAlPN DRLVE
(VAFIABLE WIDTH R.O.W,)
LONGHORN COUNCiL BOY SCOUT FOUNDATION, TNC.
VOL.450, P6. 626
O.R.O.C,T.
BASIS OF BEARING IS NORTN AMERICAN dATUM
OP 1983 (NAO-B3) STATE PLANE COORDINATE
SY5TEM. TEXAS NORTH CENTRAL.
PARCEL 34—DE-2
BEING A .
500 SQ.FT./4.01 ACRE
DRAINAGE EASEMENT
SITUATED YN THE JAMES EDMONSON SURVEY,
ABSTRACT N0. 400,
DENTON COUNTY, TEXAS
^ Graham Associates,lnc.
((�; CONSULTING ENGINEERS dc PLANNERS
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GRAPHIC 3CALE !`-!DO'
0 50 100 150
DATE: DECEMBER 2019
�/uencon�raq-u�-e
Page 3 of 3
EXHIBIT "A" - to Ordinance (Property Interests)
PARCEL 34-DE-2
LEGAL DESCRIl'TION
DRAINAGE EASEMENT
Being a 0.01 acre tract of land siluated in the James Edmonson Survey, Abstract No. 400,
Denton County, Texas, being a portion of The Chamberlain Trust, as recorded in Volume
4522, Page 1336, Deed Records, Denton County, Texas. Said 0.01 acre tract of land
being more particularly described by metes and bounds as follovvs:
COMMENCING at a found 1/2 inch iron rod with 4561 cap, being the southeast corner
of a tract of land conveyed to Jack Parkes and wife Betty Parkes, as recorded in Volume
5022, Page 3438, Deed Records, Denton County, Texas, and being in the north line of a
Save & Except Tract 1, conveyed to Jack Arlyn Parkes, as recorded in Volume 4073,
Page 1207, Deed Records, Denton County, Texas, also heing in the existing west right-
of-way line of Bonnie Brae Street (having a variable width R.O.W.);
. THENCE North 77°59'07" East, leaving said existing west right-of-way line, far a
distance of 189.79 feet to a point for corner, said point being in the existing north right-
of-way line of Roselawn Drive (a variable width R.O.W.);
THENCE South 89°31'33" East, along said existing north right-of-way line, a distance of
512.38 feet to a point for corner;
THENCE North 00°28'27" East, leaving said existirig north right-oi way line, a distance
o� 19.23 feet to a point for corner, being the POINT OF BEGINNING, said point being in
the proposed north right-of-way line of Roselavem Drive (a variable width 1t.O.W.);
THENCE North 00°00'00" East, leaving said proposed north right-of way line, a distance
of 20.00 feet to a point for corner;
THENCE North 90°00'00" East, a distar�ce of 25.00 feet to a point for corner;
THENCE South 00°00'00" West, a distance of 20.00 feet to a point for corner, said point
being in the proposed north right-of-way line of said Roselawn Drive;
THENCE North 90°00'00" West, along said proposed north right-of way line, a distance
of 25.00 feet to the POINT OF BEGINNING and CONTAINING 500 square feet, 0.01
acres of land, more or less.
EXHIBIT "B"
TO
ORDINANCE
PURCHASE AGREEMENT
NOTICE
YOU, AS OWNER OF THE PROPERTY (AS DEFINED BELOW), HAVE THE RIGHT
TO: (1) DISCUSS ANY OFFER OR AGREEMENT REGARDING THE CITY OF
DENTON'S ACQUISITION OF THE PROPERTY WITH OTHERS; OR (2) KEEP THE
OFFER OR AGREEMENT CONFIDENTIAL, UNLESS THE OFFER OR AGREEMENT
IS SUBJECT TO CHAPTER 552, GOVERNMENT CODE.
THIS PURCHASE AGREEMENT (the "Agreement") is dated � ,
2012, but effective as of the date provided below, between the Chamberlain Trust (referred to
herein as "Owner") and the City of Denton, Texas ("City").
WITNESSETH:
WHEREAS, the Chamberlain Trust is the Owner of a tract of land (the "Land") in the James
Edmonson Survey, Abstract Number 400, being affected by the public improvement project
called the Bonnie Brae Road Widening and Improvements Project ("Project"); and
WHEREAS, City is in need of certain (i) fee simple lands, being a part of the Land; and (ii)
easements in, along, over, upon, under and across, a portion of the Land, each related to the
Project; and
WHEREAS, it is desirous of both parties to stipulate and agree to the terms and conditions
associated with the purchase of the necessary real property interests for the Project;
NOW, THEREFORE, for Ten and No/100 Dollars ($10.00), and other good and valuable
consideration, the receipt and adequacy of which is hereby acknowledged, the parties agree as
follows:
l. A. At Closing, the Owner shall grant, execute, and deliver to the City (i) a Special
Warranty Deed (herein so called), conveying to the City, subject to the reservations described
below, the tract of land being described in Exhibit "A" to that certain Special Warranty Deed,
and other interests as prescribed therein (the "Fee Lands"), the Special Warranty Deed being
attached hereto as Attachment 1 and made a part hereof; (ii) a Utility and Slope Easement (herein
so called), in, along, upon, under, over and across the tracts of land being described in Exhibit
"A" and Exhibit "B", respectively, to that certain Utility and Slope Easement (the "Utility and
Slope Easement Lands"), attached hereto as Attachment 2 and made a part hereof, for utility and
slope purposes, as more particularly described therein; and (iii) a Drainage Easement (herein so
called), in, along, upon, under, over and across the tracts of land being described in Exhibit "A"
and Exhibit "B", respectively, to that certain Drainage Easement (the "Drainage Easement
Lands"), attached hereto as Attaclunent 3 and made a part hereof, for drainage purposes, as more
particularly described therein (the Utility and Slope Easement Lands and the Drainage Easement
Lands are collectively referred to herein as the "Easement Lands").
The (i) Special Warranty Deed shall be in the form and upon the terms as attached hereto and
incorporated herein as "Attachment 1"; (u) the Utility and Slope Easement shall be in the form
and upon the terms as attached hereto and incorporated herein as Attachment 2; and (iii) the
Drainage Easement sha11 be in the form and upon the terms as attached hereto as Attachment 3
(the Utility and Slope Easement and the Drainage Easement are collectively referred to herein as
the "Easements") (the Fee Lands and the Easements are collectively referred to herein as the
"Property").
B. Owner, subject to the limitation of such reservation made herein, shall reserve, for itself, its
successors and assigns all oil, gas and other minerals in, on and under and that may be produced
from the Fee Lands. Owner, its successors and assigns, shall not have the right to use or access
the surface of the Fee Lands, in any way, manner or form, in connection with or related to the
reserved oil, gas, and other minerals and/or related to exploration and/or production of the oil,
gas and other minerals reserved herein, including without limitation, use or access of the surface
of the Fee Lands for the location of any well or drill sites, well bores, whether vertical or any
2
deviation from vertical, water wells, pit areas, seismic activities, tanks or tank batteries,
pipelines, roads, electricity or other utility infrastructure, and/or for subj acent or lateral support
for any surface facilities or well bores, or any other infrastructure or improvement of any kind or
type in connection with or related to the reserved oil, gas and other minerals, and/or related to the
exploration or production of same.
As used herein, the term "minerals" shall include oil, gas and all associated hydrocarbons, and
shall exclude (i) all substances that any reasonable extraction, mining or other exploration and/or
production method, operation, process or procedure would consume, deplete or destroy the
surface of the Fee Lands; and (ii) all substances (except oil and gas) which are at or near the
surface of the Fee Lands. The intent of the parties hereto is that the meaning of the term
"minerals" as utilized herein, shall be in accordance with that set forth in Reed v. Wylie, 597
S.W.2d 743 (Tex. 1980).
As used herein, the term "surface of the Fee Lands" shall include the area from the surface of the
earth to a depth of five hundred feet (500') below the surface of the earth and all areas above the
surface of the earth.
2. As consideration for the granting and conveying of the Fee Lands and the Easements to the
City, the City shall pay to Owner at Closing the sum of Sixty Six Thousand Five Hundred and
Nineteen and No/100 Dollars ($66,519.00). The monetary compensation prescribed in this
Section 2 is herein referred to as the "Total Monetary Compensation".
3. In addition to the Total Monetary Compensation, and being a component part of the Project,
the City shall reconstruct, at its sole cost and expense, that area of Owner's driveway within the
Fee Lands. The driveway shall be reconstructed in a workmanlilce manner, using materials
comparable to that of the existing driveway materials found. The work prescribed in this Section
3 is herein referred to as the "Driveway Work".
4. The Owner shall convey and grant to the City the Fee Lands and the Easements free and
clear of all debts, liens and other encumbrances (the "Encumbrances"). The Owner shall assist
3
and support satisfaction of all closing requirements of the City in relation to solicitation of
releases or subordinations of the Encumbrances and other curative efforts affecting the Fee
Lands and/or Easement Lands, if necessary in the discretion of the City. In the event that all
Encumbrances are not cured to the satisfaction of City prior to Closing, such shall not be a
default hereunder, although Owner may otherwise be in default under Section 11, below.
However, if the Encumbrances are not cured as provided herein, City has the option of either (i)
waiving the defects related to the remaining Encumbrances by notice in writing to Owner on or
prior to the Closing Date, upon which the remaining Encumbrances shall become Permitted
Exceptions (herein so called), and proceed to close the transaction contemplated by this
Agreement; or (ii) terminating this Agreement by notice in writing to Owner, in which latter
event Owner and City shall have no further obligations under this Agreement.
5. Owner stipulates that the Total Monetary Compensation payment and the Driveway Work
constitute and include all compensation due Owner by City related to the Project, including
without limitation, any damage to or diminution in the value of the remainder of Owner's
property caused by, incident to, or related to the Project, value of, damage to and/or costs of
repair, replacement and/or relocation of any improvements, turf, landscape, vegetation, or any
other structure or facility of any kind within the Easement Lands and/or Fee Lands related to
activities conducted pursuant to the Easements or City ownership of the Fee Lands, interference
with Owner's activities on the Easement Lands or other property interests of Owner, caused by
or related to activities related to the Easements, whether accruing now or hereafter, and Owner
hereby releases for itself, its successors and assigns, the City, it's officers, employees, elected
officials, agents and contractors from and against any and all claims it may have now or in the
future, related to the herein described matters, events and/or damages.
6. The Closing (herein so called) shall occur in and through the office of Universal Title
Agency, LLC, d/b/a Universal Land Title of Texas, 2650 Bardin Road, Suite 101, Grand Prairie,
Texas 75052 ("Title Company"), with said Title Company acting as escrow agent, on the date
which is 90 days after the Effective Date, unless the Owner and the City mutually agree, in
writing, to an earlier or later date ("Closing Date"). In the event the Closing Date, as described
4
above, occurs on a Saturday, Sunday or Denton County holiday, the Closing Date shall be the
next resulting business day.
7. The stipulated Total Monetary Compensation amount shall be paid by the City at Closing to
the Owner through the Title Company. Ad valorem taxes relating to the Fee Lands for the
calendar year in which Closing shall occur shall be prorated between Owner and City as of the
Closing Date. If the actual amount of taxes for the calendar year in which Closing shall occur is
not known as of the Closing Date, the proration shall be based on the amount of taxes due and
payable with respect to the Fee Lands for the preceding calendar year, and shall be readjusted in
cash as soon as the amount of taxes levied against the Fee Lands for the calendar year in which
Closing sha11 occur is known. The result of such proration is that the Owner shall pay for those
taxes attributable to the period of time prior to the Closing Date (including, but not limited to,
subsequent assessments for prior years due to change of land usage or ownership occurring prior
to Closing) and City shall pay for those taxes attributable to the period commencing as of the
Closing Date. All other typical, customary and standard closing costs associated with this
transaction sha11 be paid specifically by the City, except for Owner's attorney's fees, if any,
which shall be paid by Owner.
8. The date on which this Agreement is executed by the Owner shall be the "Effective Date" of
this Agreement.
9.A. In the event Owner sha11 default in the performance of any covenant or term provided
herein, and such default shall be continuing after ten (10) days written notice of default and
opportunity to cure, City may exercise any right or remedy available to it by law, contract, equity
or otherwise, including without limitation, the remedy of specific performance.
B. In the event City shall default in the performance of any covenant or term provided herein,
and such default shall be continuing after ten (10) days written notice of default and opportunity
to cure, Owner may, as its sole and exclusive remedy, either (i) terminate this Agreement prior to
Closing by written notice of such election to City; or (ii) enforce specific performance of this
Agreement.
�
10. THE LAWS OF THE STATE OF TEXAS SHALL CONTROL AND APPLY TO THIS
AGREEMENT FOR ALL PURPOSES. THIS AGREEMENT IS PERFORMABLE 1N
DENTON COUNTY, TEXAS. VENUE FOR ANY ACTION ARISING HEREUNDER
SHALL LIE SOLELY IN THE COURTS OF COMPETENT JURISDICTION OF DENTON
COUNTY, TEXAS.
11. From and after the Effective Date of this Agreement, through and including the Closing Date,
Owner shall not (i) convey or lease any interest in the Fee Lands or Easement Lands; or (ii) enter
into any Agreement that will be binding upon the Fee Lands or Easement Lands, or upon the
Owner with respect to the Fee Lands or Easement Lands, after the date of Closing.
12. Any notices prescribed or allowed hereunder to Owner or City shall be in writing and shall
be delivered by telephonic facsimile, hand delivery or by United States Mail, as described herein,
and shall be deemed delivered and received upon the earlier to occur of (a) the date provided if
hand delivered or delivered by telephonic facsimile; and (b) on the date of deposit of, in a
regularly maintained receptacle for the United States Mail, registered or certified, return receipt
requested, postage prepaid, addressed as follows:
O WNER:
Chamberlain Trust
3900 Roselawn Drive
Denton, Texas 76207
Phone
Telecopy
CITY:
City of Denton
Paul Williamson
Real Estate and Capital Support
901-A Texas Street
Denton, Texas 76209
Telecopy: (940) 349-8951
C�
Copies to:
For Owner: For City:
Telecopy:
Richard Casner, Deputy City Attorney
City Attorney's Office
215 E. McKinney
Denton, Texas 76201
Telecopy: (940) 382-7923
13. This Agreement constitutes the sole and only agreement of the parties and supersedes any
prior understandings or written or oral agreements between the parties with respect to the subject
matter of this Agreement. Time is of the essence with respect to this Agreement.
14. The representations, warranties, agreements and covenants contained herein shall survive
the Closing and shall not merge with the Special Warranty Deed and/or Easements.
15. In the event prior to the Closing Date, condemnation or eminent domain proceedings are
threatened or initiated by any entity or party other than the City that might result in the taking of
any portion of the Property, City may, at its election, terminate this Agreement at any time prior
to Closing.
16. The Trustee(s) of the Chamberlain Trust (as used in this Section 16, the "Trust") shall, on or
before fifteen (15) days after the Effective Date, (i) deliver to City a true, correct and complete
copy of the trust agreement of the Trust identifying the "true owner" of the Property; and (ii)
identify the "true owner" of the Property to City, all in accordance with Section 2252.092 of the
Texas Government Code.
17. Authority to take any actions that are to be, or may be, taken by City under this Agreement
and/or Easements, including without limitation, adjusting the Closing Date of this Agreement
and/or the termination date of the Temporary Easement, are hereby delegated by City, pursuant
to action by the City Council of Denton, Texas, to Frank Payne, City Engineer of City, or his
designee.
7
CITY OF DENTON, TEXAS
By: ' `�
GE RGE C. CAMPBELL,
CITY MANAGER
Date: � , 2012
ATTEST:
JENNIFER WAL
BY:
Date: L �'1',�.f'l.�
APPROVED AS TO LEGAL FORM:
ANITA BURGESS, CITY ATTORNEY
. � f�
BY. i��
Date: � -�� , 2012
CARY
OWNER:
THE CHAMBERLAIN TRUST
By: _
Name:
Title:
Date: , 2012
0
RECEIPT OF AGREEMENT BY TITLE COMPANY
By its execution below, Title Company acknowledges receipt of one (1) executed copy of
this Agreement. Title Company agrees to comply with, and be bound by, the terms and
provisions of this Agreement and to perform its duties pursuant to the provisions of this
Agreement and comply with Section 6045(e) of the Internal Revenue Code of 1986, as amended
from time to time, and as further set forth in any regulations or forms promulgated thereunder.
TITLE COMPANY:
Universal Title Agency, LLC
d/b/a Universal Land Title of Texas
2650 Bardin Road, Suite 101
Grand Prairie, Texas 75052
Telephone: (972) 206-7570
Telecopy: (972) 206-2870
:
Printed Name:
Title:
Contract receipt date: , 2012
0
ATTACHMENT 1
TO
PURCHASE AGREEMENT
NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL
PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE
FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT
TRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR
RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER
OR YOUR DRIVER'S LICENSE NUMBER.
SPECIAL WARRANTY DEED
STATE OF TEXAS
COUNTY OF DENTON
.
KNOW ALL MEN BY THESE PRESENTS:
That the CHAMBERLAIN TRUST (herein called "Grantor"), for and in
consideration of the sum of TEN AND NO/100 DOLLARS ($10.00), and other good and
valuable consideration to Grantor in hand paid by the CITY OF DENTON, TEXAS, a
Texas Home Rule Municipal Corporation (herein called "Grantee"), 215 E. McKinney,
Denton, Texas 76201, the receipt and sufficiency of which are hereby acicnowledged and
confessed, has GRANTED, SOLD and CONVEYED, and by these presents does
GRANT, SELL and CONVEY, unto Grantee all the real property in Denton County,
Texas being particularly described in Exhibit "A", attached hereto and made a part hereof
for all purposes, and being located in Denton County, Texas, together with any and all
rights or interests of Grantor in and to adjacent streets, alleys and rights of way and
together with all and singular the improvements and fixtures thereon and all other rights
and appurtenances thereto (collectively, the "Property").
Grantor, subject to the limitation of such reservation made herein, reserves, for itself, its
successors and assigns all oil, gas and other minerals in, on and under and that may be
produced from the Property. Grantor, its successors and assigns shall not have the right
to use or access the surface of the Property, in any way, manner or form, in connection
with or related to the reserved oil, gas, and other minerals and/or related to exploration
andlor production of the oil, gas and other minerals reserved herein, including without
limitation, use or access of the surface of the Property for the location of any well or drill
sites, well bores, whether vertical or any deviation from vertical, water wells, pit areas,
seismic activities, tanks or tank batteries, pipelines, roads, electricity or other utility
infrastructure, and/or for subjacent or lateral support for any surface facilities or well
bores, or any other infrastructure or improvement of any kind or type in connection with
or related to the reserved oil, gas and other minerals, and/or related to the exploration or
production of same.
As used herein, the term "minerals" sha11 include oil, gas and all associated hydrocarbons
and shall exclude (i) all substances (except oil and gas) that any reasonable extraction,
mining or other exploration and/or production method, operation, process or procedure
would consume, deplete or destroy the surface of the Property; and (ii) all substances
(except oil and gas) which are at or near the surface of the Property. The intent of the
parties hereto is that the meaning of the term "minerals" as utilized herein, shall be in
accordance with that set forth in Reed v. Wylie, 597 S.W.2d 743 (Tex. 1980).
As used herein, the term "surface of the Property" shall include the area from the surface
of the earth to a depth of five hundred feet (500') below the surface of the earth and all
areas above the surface of the earth.
This conveyance is subject to the following:
[Insert Permitted Exceptions]
TO HAVE AND TO HOLD the Property, together with all and singular the rights
and appurtenances thereto in anywise belonging unto Grantee and Grantee's successors
and assigns forever; and Grantor does hereby bind Grantor and Grantor's successors and
assigns to WARRANT AND FOREVER DEFEND all and singular the Property unto
Grantee and Grantee's successors and assigns, against every person whomsoever lawfully
claiming or to claim the same or any part thereof, by, through or under Grantor, but not
otherwise.
Page 2 of 3
EXECUTED the
THE STATE OF TEXAS
COUNTY OF DENTON
day of
2012.
THE CHAMBERLAIN TRUST
By:
Name:
Title:
ACKNOWLEDGMENT
§
§
This instrument was acknowledged before me on
2012 by , as
Trust.
Upon Filing Return To:
The City of Denton-Engineering
Attn: Paul Williamson
901-A Texas Street
Denton, Texas 76209
Page 3 of 3
of the Chamberlain
Notary Public, State of Texas
My commission expires:
Property Tax Bills To:
City of Denton Finance Department
215 E. McKinney Street
Denton, Texas 76201
PAGE 1 DF 6
/
1
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._._.._________ I
1
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JACK PARKES ANO
WIFE BETTY PARKE9
VOL. 5022, PG. 3498
o.a.o.c.r.
E%IS7ING R.O.W.
POIN7 OF �
COMMENCINC
FNO S/2"IR/4563
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SAVE & EXCEPT
TRACT 1
JACK ARLYN PARKES
VOL, 4073 PG. l807
O.R.d.C.T.
ALL PROPERTY CORNERS ARE SE7 1/2"IR/
GAI CAP UNLESS O7HERWISE NOTEO,
NOTE: SET 1/2" T.fl. W/ GAI CAP TO
BE SET A7 ENO OF CONSTRUCTION,
VARIABLE
SITUATED
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THE CHAM9ERLAIN TRUST
�VaL. 4522, PG. l336
D.R.D.C.T.
'00'00"E PROp09ED R,O.W
8.49' ..,.,..,.,.�..,,�,� ��-� .,�
EXHIBIT "A" - Page 1 of 6
e= a•34�sa^
R=2452.50'
7=55,02'
L=110.03'
N01'17'07"W
Lc�A10.02'
N45 '00 ' 00
21.92'
SEE SHEET 2
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N89'31'33"W 900.03' �pSELA1PN DRiVE
POINT OF (yppIABLE WIDTH R.O.W.)
BEGINNING
erT—'Th i6'E'�re�'
JACK ARLYN PARKE6
VOL, 4073 PG. 1207
U. R. [S. C. T.
I�
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BASIS OF BEARING IS NOp7H AMERICAN dATUM
OF l983 (NAfJ�83I STATE PLANE COORDTNATE
SYSTEM, TEXAS NORTH CENTRAL.
PARCEL 34—ROW--1
BEING A
83,338 SQ.FT./1.91 ACRE
WIDTH RIGHT--OF—WAY DEDICATION
IN THE JAMES EDMONSON SURVEY,
ABSTRACT NU. 40U,
DENTON COUNTY, TEXAS GRAPHIC SCALE �•��oo�
0 50 100 150
n
� Graham Assaciates,lnc.
■ CONSUL7ING EN�INEERS & PIANNERS
EUp 5ff FLA05 DRIVE� SUI7E b00
ARLINCTON, 1EXA8 76011 (817) 640-6836
1BPE FlRM: F-1101/TBPLS FlRA1: 101638-00
oarE: �u�Y 2011
i /n....L.... /00A_Onw-A
PAGE 2 OF 6
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2926 3. BONNIE BRAE
ALFREO 8 BECKY CAMP
INST. N0, zOSO-62295
O,R.O.C.T.
N89'95'12"W
19.64'
FNO B/B'IR
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6.64'
THE CHAM6ERLAIN TRUST
VOL. 4522, PG. 133fi
D.R.D.C.T.
ALL PROPERTY CORNEAS ARE SET 1/2"IR/
GAI CAP UNLESS OTHERWISE NOTEp.
NOTE: SET 1/2" I.R. W/ GAI CAP 70
BE SET AT ENQ-OF CONS7RUCTION.
A= 2'34' 14"
a�2547.�0�
T=57.15'
L=114.29'
N01'i7'07"W
LC=114.28'
EXHIBIT "A" - Page 2 of 6
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HAVOLN 4704�pPGESl297C.
p.R.D.C.T.
S89 '55' i;
95.00'
�' � 500'00'OU"W
6.51'
. • / .,
. � ' �m 2'34' 14"
� � i R=2452.50'
`%;� �'� , L=�110 03'
; �' ; S01'17'07"E
.'�/� Lc=110.02'
SURVEY LINE
':� � �-' THE CHAMgERLAiN TRU57
%: : ��.;,. � �. VOL. 4522. PG. l33fi
� D.R.D.C.T.
f 3 j
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PROPOSEO q,O.W. `�` � PROP05E� q.O.W.
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SEE S�ET 1
BASIS OF BEARING iS NORTH AMERTCAN DATUM
OF 1983 (NAD°83} S7ATE PLANE CODR�INATE
5YSTEM, TEXAS NORTH CEN7FiAL.
� PARCEL 34—RO�V-1.
BEING A
83,338 SQ.FT./1.91 ACRE
VARIABLE WIDTH RIGHT—OF—WAY DEDICATION �
SITUATED IN THE JAMES EDMONSON SURVEY,
ABSTRACT N0. 400, �
DENTON COUNTY, TEXAS
G Graham Associates,lnc..
Q CONSULTINl3 ENGINEER5 dc PLANNERS
eoo s�x Fucs �vE. sui� eoo
ARIJNOTON, TEXAS 7E011 (817) 640-8836
18pE FlRM� F-1191/7BPL3 FlRM7 101b38-00
ORAPHTC SCALE i'�500'
0 50 100 150
❑ATE: JULY 2011
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PAGE 3 OF 6
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G= 2'34' 14'.
R=2647.50'
7-67.15'
La114.28'
soi•i7�o�°E
Lc=114.28'
THE CHAMBERLAIN TRUST
VOL. 4522, PG. l336
O.A.O.C.T.
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ze.ee�
,: .•' /� % .
ROSELAIIN DRIVE
(VARIABLE WIDTH R.O.W.)
590'00'00"E 432.50'
N89'3!'93"W 900.03'
LONGHOFN COUNCIL 9DY SCOUT FOUNOATION, INC,
VOL.460 PD. 628
D.R.b.C.T,
ALL PROPERTY CORNERS ARE SET 1/2"IR/
GAI CAP UNLESS OTHERWISE NOTEO.
NOTE: SET 1/2" I.R. W/ GAI CAP TO
BE SET AT END OF CONSTRUCTION.
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EXHIBIT "A" - Page 3 of 6
)'00"W
44'
BASIS OF BEARING :I5 NORTH AM�RICAN DATUM
OF 1983 (NAD-83)�57ATE PLANE COORDINATE
SYSTEM, TEXAS NORTH CENTRAL.
PARCEL 34—ROW--1
BEING A
83,338 SQ.FT./1.91 ACRE
VARIABLE �YIDTH RIGHT—OF--i+ITAY DEDICATION �
SITUATED TN THE JAMES EDMONSON SURVEY,
ABSTRACT N0. 400,
DENTON C4UNTY, TEXAS
G Graham Associates,lnc.
� CONSULTING ENGINEERS �C PLANNERS
eoo s�x Fuos owvE, suire soa
ARUNOTON. �x�s �eoii (a�» e�o—asa6
TBpE FlRM: F-1191/TBPL3 FlRM: 101638-00
GRAPHIG SCALE !"�500'
0 50 100 150
DATE: JULY 2011
� In....4.... /ov n._oni�� A
PAGE 4 OF 6
PARCEL 34-ROW-1
LEGAL DESCRIPTION
RIGHT-OF-WAY DEDICATION
EXHIBIT "A" - Page 4 of 6
Being a 1.91 acre tract of land situated in the James Edmonson Survey, Abstract 1Vo. 400,
Denton County, Texas, being a portion of The Chamberlain Trust, as recorded in Volume
4522, Page 1336, Deed Records, Denton County, Texas. Said 1.91 acre tract of land
being more particularly described by metes and bounds as follows:
COMMENCING at a found 1/2 inch iron rod with 4561 cap, being the southeast corner
of a tract of land conveyed to Jack Parkes and wife Betty Parkes, as recorded in Volume
5022, Page 3438, Deed Records, Dentan County, Texas, and being in the north line of a
Save & Except Tract 1, conveyed to Jack Arlyn Parkes, as recorded in Volurne 4073,
Page 1207, Deed Records, Denton County, Texas, also being in the existing west right-
of-way line of Bonnie Brae Street (having a variable width R.O.W.); •
THENCE North 77°S9'07" East, leaving said existing west right-of way line, for a
distance of 1.89.79 feet to a set 1/2 inch iron rod with GAT cap for cornez•, bei.ng the
POINT OF BEGINNTN'G, and being in the propased north right-of-way line of Roselarnm
Drive (a variable width R.O.W.);
THENCE North 00°00'00" East, along said proposed north right-of-way line, a distance
of 8.49 feet to a set 1/2 inch iron rod with GAI cap £or corner;
THENCE South 90°00'00" East, continuing along said proposed north right-�f-way line,
for a distance of 337.00 feet to a set 1/2 inch iron rod with GAI cap for corner, being the
most southerly point of a corner-clip with the proposed west right-of way line of said
Bonnie Brae S�reet (a variable width R.O.W.);
THENCE North 45°00'00" East, along said corner-clip, for a distance of 21.92 feet to a
set 1/2 inch iron rod with GAI cap for corner, being in said proposed west right-of-way
line of Bonnie Brae Street;
THENCE North 00°00'00" East, along said proposed west right-of-way line, for a
distance of 147.00 feet to a set 1/2 inch iron rod with GAI cap for cornei•, being the
beginning of a tangent curve to the left having a radius of 2452.50 feet, a central angle of
2°34'14" and a long chord whichbears North Ol°17'07" West, 110.02 feet;
THENCE northwesterly, along said proposed west right-of way line and said curve to ihe
left, an arc distance of 110.03 feet to a set 1/2 inch iron rod with GAI cap for corner;
THENCE North 02°34'14" West, continuing along said proposed west right-of-vvay line,
for a distance of 333.7? feet to a set 1/2 inch iron rod vvith GAI eap for conner, being the
beginning of a tangent curve to the right having a radius of 2547.50 feet, a central angle
of 2°34'14" and a long chord which bears North O1°17'07" West, 114.28 feet;
EXHIBIT "A" - Page 5 of 6
PAG� 5 OF 6
THENCE northwesterly, along said proposed west right-of-way line and said curve to the
right, an arc distance of 114.29 feet to a set 1/2 inch iron rod with GAI cap for corner;
THENCE North 00°00'00" East, continuing alon.g said proposed west right-c�f-way line,
for a distance of 6.64 feet to a set 1/2 inch iron rod with GAT cap £or corner, �being in the
north line of said Chamberlain Trust tract, and frorn which a found 5/8 inch iron rod for
the southeast corner of a tract of land conveyed by deed to Alfred and Beck Cannp, as
recorded in Tnstrument No. 2010-62292, Deed Records, Denton County, T'exas, bears
North 89°55'12" West, 19.64 feet, said point also being in the south line of a tract of land
conveyed by deed to Harlan Properties, Inc., as recorded in Volume 47Q4, Page 1297,
Deed Records, Denton County, Texas;
THENCB South 89°55'12" East, leaving said proposed west right-of-way line and
following along said north line and said south line, for a distance of 95.00 feet to a set 1/2
inch iron rod with GAI cap for corner, being in the proposed east right-of way line of
said Bonnie Brae Street;
THENCE South 00°00'00" West, leaving said north line and following along said
proposed east right-of-way line, for a distance of 6.51 feet to a set 1/2 inch iron rod with
GAI cap fox corner, being the beginning of a tangent curve to the left having a radius of
2452.50 feet, a central angle of 2°34'14" and a long chord which bears South O1°17'07"
East, 110.02 feet;
THENCE southeasterly, along said proposed east right-of way line ar�d said curve to the
left, an are distance of 110.03 feet to a set 1/2 inch iron rod with GAI cap for c;orner;
THENCE South 02°34'14" East, continuing along said proposed east right-uf-way line,
for a distance of 333.77 feet to a set 1/2 inch iron rod with GAI cap for corner, being the
beginning of a tangent curve to the right having a radius of 2547.50 feet, a central angl.e
of 2°34'14" and a long chord which bears South Ol°17'07" East, 114.28 feet;
THENCE southeasterly, along said proposed east right-of-way line and said curve to the
right, an arc distance of 114.29 feet to a set 1/2 inch iron rod with GAI cap for corner;
THENCE South �0°00'00" West, continuing along said proposed east right-of-vvay line,
for a distance of 136.00 feet to a set 1/2 inch iron rod with GAI cap for corner, being the
most northerly point of a corner-clip with the said proposed north right-of-way line of
Roselawn Drive;
THENCE South 45°00'00" East, along said corner-clip, for a distance of 28.28 feet to a
set 1/2 inch irort rod with GAI cap for corner, being in said proposed north right-of-way
line of Roselawn Drive;
THENCE South 90°00'00" East, along said proposed north right-of-way line, for a
distance of 432.50 feet to a set 1/2 inch iron rod with GAI cap for corner;
EXHIBIT "A" - Page 6 of 6
PAGE 6 O�' 6
THENCE South 00°00'00" West, continuing along said proposed. north right-of-way line,
for a distarice of 22.4� feet to a set 1/2 inch iron rod with GAI cap for corner, being in the
existin.g north right-of-way line of said Roselawn Drive;
THENCE North 89°31'33" West, along said existing north right-of-way line, for a
distance of 900.03 feet to the POINT OF BEGINNING and CONTAINING 83,338
square feet or 1.91 acres o£ land, more or less.
ATTACHMENT 2
TO
PURCHASE AGREEMENT
NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON,
YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING
INFORMATION FROM ANY INSTRUMENT THAT TRANSFERS AN INTEREST IN
REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS:
YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER.
THE STATE OF TEXAS
COUNTY OF DENTON
UTILITY AND SLOPE EASEMENT
§
§ KNOW ALL MEN BY THESE PRESENTS:
§
THAT the Chamberlain Trust ("Grantor"), whose mailing address is 3900 Roselawn Drive,
Denton, Texas 76207, in consideration of the sum of Ten and No/100 Dollaxs ($10.00) and other
good and valuable consideration in hand paid by the City of Denton, Texas, receipt and
sufficiency of which is hereby acicnowledged, has GR.ANTED, BARGAINED, SOLD and
CONVEYED and does by these presents GRANT, BARGAIN, SELL and CONVEY unto the
City of Denton, Texas ("Grantee") a perpetual utility and slope easement in, along, upon, under,
over and across the following described property (the "Property"), owned by Grantor, and
situated in Denton County, Texas, located in the James Edmonson Survey, Abstract Number
400, to wit:
PROPERTY DESCRIBED IN EXHIBIT "A" AND EXHIBIT "B", RESPECTIVELY,
ATTACHED HERETO AND MADE A PART HEREOF
For the following purposes:
Constructing, reconstructing, installing, repairing, relocating, operating, and perpetually
maintaining utilities and lateral slope, and related facilities and appurtenances, in, along, upon,
under, over and across said Property, including without limitation, the free and interrupted use,
liberty, passage, ingress, egress and regress, at all times in, along, upon, under, over and across
the Property to Grantee herein, its agents, employees, contractors, workmen and representatives,
for the purposes set forth herein, including without limitation, the making additions to,
improvements on and repairs to said facilities and/or lateral slope features or grade or any part
thereof.
This Easement is subject to the following covenants and agreements:
1. Structures. No buildings, fences, structures, signs, facilities, improvements or
obstructions of any lcind, or portions thereof, shall be constructed, erected, reconstructed or
placed in, along, upon, under, over or across the Property. Further, Grantor stipulates and
acknowledges that the Grantee, in consideration of the benefits above set out, may alter the grade
of the Property and may remove from the Property, such buildings, fences, structures, signs,
facilities, improvements and other obstructions as may now or hereafter be found upon said
Property and dispose of any such buildings, fences, structures, signs, facilities, improvements or
obstructions in any manner it deems appropriate without liability to Grantee.
2. Maintenance of Lateral Slope. No activity, of any kind, shall be conducted on the
Property by Grantor that may impair, damage or destroy the lateral slope, including without
limitation, excavation or movement of soil or other material.
3. Access. For the purpose of exercising and enjoying the rights granted herein, the
Grantee shall have access to the Property by way of existing public property or right-of-way.
4. Trees and Landscaping. No shrub or tree shall be planted upon the Property or
that may encroach upon the Property. Grantee may cut, trim, or remove any shrubs or trees, or
portions of shrubs or trees now or hereafter located within or that may encroach or overhang
upon the Property without liability to Grantee, including without limitation, the obligation to
make further payment to Grantor.
5. Grantor's Rights. Grantor shall have the right, subject to the covenants and
restrictions contained herein, to make use of the Property for any purpose that does not interfere
with the City's rights granted to it herein for the purposes granted.
6. Successors and Assigns. This grant and the provisions contained herein shall
constitute covenants running with the land and shall be binding upon the Grantor and Grantee,
and their heirs, devisees, successors and assigns.
TO HAVE AND TO HOLD unto the said City of Denton, Texas as aforesaid for the purposes
aforesaid the premise above described.
2
Witness my hand, this the _ day of
Grantor:
THE CHAMBERLAIN TRUST
By: _
Name:
Title:
THE STATE OF TEXAS
COUNTY OF DENTON
0
�
ACKNOWLEDGMENT
This instrument was acknowledged before me on
. as
Accepted this day of
Texas (Ordinance No. 2012- ).
:
Paul Williamson
Real Estate Manager
AFTER RECORDING RETURN TO:
City of Denton — Engineering Department
901-A Texas Street
Denton, Texas 76209
Attn: Paul Williamson
3
2012.
of the Chamberlain Trust.
Notary Public, State of Texas
My commission expires:
2012 by
2012, for the City of Denton,
PAGE 1 OF 4
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2925 S. 80NNIE 9RAE
ALFRED & BECKY CAMP
INST. N0. 2010-62292
D.R.D.C.T.
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589'37'17"E
0.36'
N00 •00'00"
6.67'
THE CHAMeERLAIN TRUS7
VOL. 4522, PG. 1336
D.R.D.C.T.
A= 2'34'14"
Rm2567.50'
T=57.60'
L=iiS.19'
N01'17'07"W
Lc=115.18'
PROP09E0 q.O.W
NO2•34'!4"
333.77'
EXHIBIT "A" - Page 1, of 4
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HAALAN PROpERTIES, INC.
VOL. 4704, PG. 1297
D.R.�.C.T.
pdINT 0�' BEGINNING
FNO 5/B"IR
589'55' 12"E
19.64'
-500 '00' 00"W
6.54'
-p• 2•34'14"
R-2547,50'
T=57.15'
L°114.29'
S01'17'07"E
Lc=114,28'
�
a°a o
W �
pROPO5EU R.O.W.
SUAVEY LINE
THE CHAMBERLATN TRUST
VOL. 4522, PG. l336
a�� D.R.D.C.T.
�� I
a
�-Sd2'34'14"E
333.77'
SEE SHEET 2 �
BASIS 0� BEARING IS NORTH AMERTCAN OATUM
OF 1983 (NAD—B3) 5TATE PLANE COORDINATE
SY5TEM, TEXAS NORTH CENTRAL.
PARCEL 34-USE--1
BEING A
14,425 SQ.FT./0.33 ACRE
UTILITY & SLOPE EASEMENT
SITUATED IN T�IE JAMES EDMONSON SURVEY,
ABSTRACT N0. 400,
DENTON COUNTY, TEXAS
Graham Associates,lnc.
� CONSULTING ENGINEERS �C PLANNERS
aoo s�x �uc�s owve, sui� soo
ARLINOTON, iEXAS 7EOt1 (B17) 640-8636
TBPE FlRMt F-1191/7BPL9 flR�r� �o,aae-oo
n
aRAPHIC SCALE S'�100'
0 50 100 150
DATE: DECEMBER 2011
.1/�enton/P34-USE-1
PAGE 2 OF 4
�
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NO2'3A' 14"W t `•.
333.77' � \'
�;
�;;.:
a= z�s4�ia��
f1=2432. 50 '
T=54.57'
L-109.13'
N01'17'07"W
Lcm109.12'
THE CHAMBERLATN 7RUST
VOL. 4522, PG. 1336
D.R.D.C.T.
PROPOSEO R.O.W.
N00'00'00"
162.50'
N90 '00 '
4.50
JACK ARLYN PARKES
VOL. 4073, PG. 1207
O.R.�,C.7.
SEE SHEET i
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I��
'14"E
���
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G= 2'34'14
R=2452,50'
T=55.02'
L=110.03'
SOi'17'07"
Lc=110.02'
S00 '00' 00
147.00'
EXHIBIT "A" - Page 2 of 4
> •oo � oo ° w ROSELAIYN DRIVE
��"g� (VARIABLE WIO7H R.O,W.)
LONOHaRN COUNCIL BOY SCDUT FOUNDATTON. INC.
VOL.450 PG. 526
0, R.�l. C. T.
BASIS OF BEARING IS N�RTH AMERICAN bA7UM
OF 1983 (NAD-83) STATE PLANE COOROINATE
SYSTEM, TEXAS NOR7H CENTRAL.
PARCEL 34--USE-1
BEZNG A
14,425 SQ.FT./0.33 ACRE
UTILITY & SLOPE EASEMENT
SITUATED IN THE JAMES EDMONSON' SURVEY,
� ABSTRACT N�. 400, n
DENTON COUNTY, TEXAS
^ Graharn Associates,lnc.
�r �+ CONSULTING ENGINEERS dt PLANNERS
tJ eoo sx Fu,as DRIVE. SUIiE 600
ARUNQTON, TEXAS 78011 (81'� E�W-8638
TBAE FlRM: F—tt91/TBPLS F1RMs 1015]8-00
ORAPHIC SCAiE f'-500'
0 50 100 150
DATE: DECEMBER 2011
PAGE 3 OF 4
PARCEL 34-USE-1
LEGAL DESCRIPTION
SLOPE EASEMENT
EXHIBIT "A" - Page 3 of 4
Being a 0.33 acre fract of land situated in the James Edmonson Survey, Abstract No. 400,
Denton County, Texas, being a portion of The Chamberlain Trust, as recorded in Volume
4522, Page 1336, Deed Records, Denton County, Texas. Said 0.33 acre tract of lanci
being more particularly described by metes and bounds as follows:
BEGTNNING at a foun.d 5/8 inch iron rod, being the southeast corner of a tract of land
conveyed by deed to Alired and Becky Camp, as recorded in Instrument No. 2010-62292,
Deed Records, Denton County, Texas, and the southwest corner of a tract of land
conveyed by deed to Harlan Properties, Inc., as recorded in Volume 4704, Page 1297,
Deed Records, Denton County, Texas, also being in the north line of said Chamberlain
Trust tract;
THENCE Svuth 89°55'12" East, along said north line of Chamberlain Trust tract and the
south line of said Harlam tract, for a distance of 19.64 feet to a point for corner, said poin,t
being the proposed west right-of-way line of Bonnie Brae Street (a 95 foot R.O.W.);
THENCE South 00°00'00" West, leaving said north line an� following along said
proposed west right-of-way line, for a distance of 6.64 feet to a poini for corner, being the
beginning of a tangent curve to the left having a radius of 2547.50 feet, a central angle of
2°34' 14" and a long chord which bears South O1 ° 17'07" East, 114.28 feet;
THENCE southeasterly, along said propased west right-of-way line and said tangent
curve to the left, an arc distance of 114.29 feet to a point for corner;
THENCE South 02°34'14" East, continuing along said proposed west right-of-way line,
for a distance of 333.77 feet to a point for corner, being the beginning of a tangent curve
to the right having a radius of 2452.50 feet, a central angle of 2°34'14" and a long chord
which bears South O1°17'07" East, 110.02 feet;
THENCE southeasterly, along said proposed west right-of-way line and said curve to the
right, an arc distance of 110.03 feet to a point for corner;
THENCE South 00°00'00" West, continuing along said proposed west right-of-way 1ine,
for a distance of 1�7.00 feet to a point for corner, being the most northerly point of a
corner-clip with the proposed north right-of-way line of Roselawn Drive (a variable
vcridth R.O.W.);
THENCE South 45°00'00" West, along said corner-clip, for a distance of 21.92 feet to a
point for corner, being in said proposed north right-of-way lirie of said Roselawn Drive;
THENCE North 90°00'00" West, along said proposed north right-of-way line, for a
distance of 4.50 feet to a point far corner;
EXHIBIT "A" - Page 4 of 4
PAGE 4 OF 4
THENCE North 00°OU'00" East, leaving said proposed north right-o£ way line, for a
distance of 162.50 feet to a point for corner, being the beginning of a tangent curve to the
left having a radius of 2432.50 feet, a central angl� of 2°34'14" and a long chord which
bears North O1 ° 17'07" West, 109.12 feet;
THENCE northwesterly, along said tangent curve to the left, an arc distance of 109.13
feet to a point for corner;
THENCE North 02°34'14" West, for a distance of 333.77 feet to a point for corner, being
the beginning of a tangent curve to the right having a radius of 2567.50 feet, a central
angle of 2°34'14" and a long chvrd which bears North Ol°17'07" West, 115.18 feet;
THENCE northwesterly, along said curve to the right, an arc distance of 115.19 feet to a
point for corner;
THENCE North 00°00'00" East, for a distance of 6.67 feet to a point for corner, being in
the said north line of Chamberlain Trust tract;
THENCE South 89°37'17" East, along said north line, for a distance of 0.36 feet to the
POINT OF BEGINNTNG and CONTAINING 14,425 square feet or 0.33 acres of land,
more or less.
03rf S-za• c�
A
0
PAGE 1 OF' 4
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2928 S� BONNIE BRAE
ALFREO & BECKY CAMP
IN9T. N0. P010-82292
D.R.O.C.T.
POINT OF COMMENCING
FND 5/8"IR
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THE CHAMBERLAIN TRUST
VOL. 4522, PG. 1336
O.R.D.C.T.
S89'58'i2"E
114.6A'
N00'00'00"
6,51'
A= 2'34'!4"
Rm2452.fi0'
T�65.02'
Lm110.03'
N01'17'07"W
La�i10.02'
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EXHIBIT "B" - Page 1 of 4
. ��t°`��"
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HARLAN PROPERTIES, INC.
VOL. 4704, P0. l297
p.R.O.C.T.
POINT OF BEGINNING
I 589'55'12"E
15.00'
�S00'00'00"W
� 8.49'
��
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��A= 2'34' 14"
R=2437.50'
T�54.69'
�S01�i7307"E
t L��ib9.35'
� yr
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SUFVEY LXNE
THE CHAMeERLAIN TRUST
VOL. A522. PG. 1336
D.R.�.C.T.
BASIS OF BEARING IS NORTH AMERICAN DATUM
OF 1983 (NAD—B31 STATE PLANE COORDTNATE
5YSTEM, TEXAS NORTH CENTRAL.
PARCEL 34-USE--2
BEING A
10,621 SQ.FT./0.24 ACRE �
UTILITY & SLOPE EASEMENT
SITUATED IN THE JAMES EDMONSON SURVEY,
ABSTRACT N�. 400,
DENTON COUNTY, TEXAS
^ Graham Associates,lnc.
((; ; CONSULTING ENGINEERS dc PLANNERS
`,r eoo gx Fuos o�v�. sui�e eao
,�uHOro�, �r�x�s �ao» �e�� e�o—e�a
7BPE F1RM: F-�1191/7HPL3 R= 101638-00
n
GPAPHIC SCALE i'-!Oa'
0 50 100 150
DATE: ❑�CEMBER 2011 J
_ n,., .
.. U/ UOIII.Y�I/ r�ti' v�� c
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PAGE 2 OF 4
THE CHAMBEFiLAIN TRUST
VOL. 4522. PG. 1336
D.R.O.C.T.
SEE
1
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oa
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G� 2'34'14"—
R=25A7.50'
T=57,A5'
La114.29'
Nai�s��o�°w
Lc-114.�8'
EXHIBIT "B" - Page 2 of 4
THE CHAMBERLAiN TRUST
VOL. A522, PG. 1336
O.R.D.C.T.
p° 2'34' 14"
� R=2562.50'
T=67.49'
� L=l14.96'
��`� 501'17'07"E
�) Lcd114.95'
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O c=
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/ N45'00'00"W�
21.21'
ROSEY�AWN DRIVE
(VARIABLE WIDTH R.O.W.)
�
JACK ARLYN PARKES i
VOL. 4073, PG. 1207
O.R.D.C.T. I
�
�
LONOHORN CUUNCIL BOY 5COUT FOUNOATIDN, ING.
VOL.460 PG. 626
�.R.I].C.7.
BASIS OF BEARIN6 IS NORTH AMERICAN DATUM
OF 1963 (NAD-83) STATE PLANE COOROTNATE
SYSTEM, TEXAS NORTH C�NTRAL.
PARCEL 34-USE-2
BEING A
10,621 SQ.FT./0.24 ACRE
UTILITY & SLOPE EASEMENT n
SITUATED IN THE JAMES EDMONSON SURVEY,
ABSTRACT N0. 400,
DENTON CUUNTY, TEXAS
� Graham Associates,lnc.
■ CONSULTING ENGINEERS & PI.ANNERS
eoo s�x �as oarvE. suiTe soo
iwur+oTOni, �x�s �eo�� �e�� e4a-e�a
iBPE FlNIA: F-11B1/TBPLS RM; 101638-00
� GRAPHIC SCALE 1'-l00'
0 50 100 150
�ATE: DECEMBEFI 2011
J/ U@ fl L O fl / F'J4—uSC—tl
PAGB 3 OF 4
PARCEL 34-USE�2
LEGAL DESCRIPTION
SL��E EASEMENT
EXHIBIT "B" - Page 3 of 4
Being a 0.24 acre tract of land situated in the James Edmonson Survey, Abstract No. 400,
Denton County, Texas, being a portion of The Chamberlain Trust, as recorded in Volume
4522, Page 1336, Deed Records, Denton County, Texas. Said 0.24 acre �ract of land
being more particularly described by metes and bounds as follows:
COMMENCING at a found 5/8 inch iron rod, bein.g the southeast corner of a tract of land
conveyed by deed to Alfred and Becky Camp, as zecorded in Instrument No. 2010-62292,
Deed Records, Denton County, Texas, and the southwest corner of a tract of land
conveyed by deed to Harlan Properties, Inc., as recorded in Volume 4704, Page 1297,
Deed Records, Denton County, Texas, also being in the north line of said Chamberlain
Trust tract;
THENCE South 89°55'12" East, along said north line of Chamberlain Trust tract and the
south line of said Harlan tract, for a distance of 114.64 feet to a point for corner, being
the POINT, OF BEGINNING, and being in the proposed east right-of way line of Bonnie
Brae Street (a 95 foot R.O.W.);
THENCE South 89°55'12" East, leaving said proposed east right-of-way line and
continuing along said north line, for a distance of 15.00 feet to a point for corner;
THENCE South 00°00'00" West, leaving said north line, for a distance of 6.49 feet to a
point for corner, being the beginning of a tangent curve to the left having a radius of
2437.50 feet, a central angle of 2°34'14" and a long chord which bears South Ol°17'07"
East, 109.35 feet;
THENCE southeasterly, along said curve to the left, an arc distance of 109.35 feet to a
point for corner; � �
THENCE South 02°34'14" East, for a distance of 333.77 feet to a point far corner, being
the beginning af a tangent curve to the right having a radius of 2562.50 feet, a central
angle of 2°34'14" and a long chord which bears South O1°17'07" East, 114.95 feet;
THENCE southeasterly, along said curve to the right, an arc distance of 114.96 feet to a
point for corner;
THENCE South 00°00'00" West, for a distance of 151.00 feet to a point for corner, being
in a corner-clip with said proposed east right-of-way line of Bonnie Brae Street and the
proposed north right-of-way line of Roselawn Drive (a variable width R.O.W.);
THENCE I�Torth 45°00'00" West, along said corner-clip, for a distance of 21.21 feet to a
point for corner, being in said proposed east right-of-way line of Bonnie Brae S�reet;
EXHIBIT "B" - Page 4 of 4
PAGE 4 OF 4
THENCE North 00°00'00" East, along said proposed east right-of-way line, for a distance
of 136.00 feet to a point for corner, being the beginning of a tangent curve to the left
having a radius of 2547.50 feet, a central angle o£2°34'14" and a long chord which bears
North Ol°17'07" West, 114.28 feet;
THENCE northwesterly, alorig said proposed east right-of-way line and said curve to the
left, an arc distance of 114.29 £eet to a point for corner;
THENCE North 02°34'14" West, continuing along said proposed east right-of-way line,
for a distance of 333.77 feet to a point for corner, being the beginning of a tazigent curve
to the right having a radius of 2452.50 feet, a central angle of 2°34'14" and a long chord
which bears North Ol °17'07" West, 110.02 feet;
THENCE northwesterly, along said proposed east right-of-way line and said curve to the
right, an arc distance of 110.03 feet to a point for corner;
THENCE North 00°00'00" East, for a distance of 6.51 feet to the POINT OF
BEGINNING and CONTATNING 10,621 square feet or 0.24 acres of land, more or less.
v 5 ► y - ---•
ATTACHMENT 3
TO
PURCHASE AGREEMENT
NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON,
YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING
INFORMATION FROM ANY INSTRUMENT THAT TRANSFERS AN INTEREST IN
REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS:
YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER.
THE STATE OF TEXAS
COUNTY OF DENTON
DRAINAGE EASEMENT
§
§ KNOW ALL MEN BY THESE PRESENTS:
§
THAT the Chamberlain Trust ("Grantor"), whose mailing address is 3900 Roselawn Drive,
Denton, Texas 76207, in consideration of the sum of Ten and No/100 Dollars ($10.00) and other
good and valuable consideration in hand paid by the City of Denton, Texas, receipt and
sufficiency of which is hereby acknowledged, has GRANTED, BARGAINED, SOLD and
CONVEYED and does by these presents GRANT, BARGAIN, SELL and CONVEY unto the
City of Denton, Texas ("Grantee") a perpetual drainage easement in, along, upon, under, over
and across the following described property (the "Property"), owned by Grantor, and situated in
Denton County, Texas, located in the James Edmonson Survey, Abstract Number 400, to wit:
PROPERTY DESCRIBED IN EXHIBIT "A" AND EXHIBIT "B", RESPECTIVELY,
ATTACHED HERETO AND MADE A PART HEREOF
For the following purposes:
Constructing, reconstructing, installing, repairing, relocating, operating, and perpetually
maintaining drainage, including without limitation, the right to overflow the Property, and
related structures, facilities and appurtenances, in, along, upon, under, over and across said
Property. The rights granted herein shall further include, without limitation, the free and
interrupted use, liberty, passage, ingress, egress and regress, at all times in, along, upon, under,
over and across the Property to Grantee herein, its agents, employees, contractors, worlcmen and
representatives, for the purposes set forth herein, including without limitation, the making
additions to, improvements on and repairs to said drainage facilities and/or drainage features or
grade or any part thereof.
This Easement is subject to the following covenants and agreements:
1. Structures. No buildings, fences, structures, signs, facilities, improvements or
obstructions of any kind, or portions thereof, shall be constructed, erected, reconstructed or
placed in, along, upon, under, over or across the Property. Further, Grantor stipulates and
acknowledges that the Grantee, in consideration of the benefits above set out, may alter the grade
of the Property and may remove from the Property, such buildings, fences, structures, signs,
facilities, improvements and other obstructions as may now or hereafter be found upon said
Property and dispose of any such buildings, fences, structures, signs, facilities, improvements or
obstructions in any manner it deems appropriate without liability to Grantee.
2. Maintenance of Lateral Slope. No activity, of any lcind, shall be conducted on the
Property by Grantor that may impair, damage or destroy the lateral slope established for
drainage, including without limitation, excavation or movement of soil or other material.
3. Access. For the purpose of exercising and enjoying the rights granted herein, the
Grantee shall have access to the Property by way of existing public property or right-of-way.
4. Trees and Landscaping. No shrub or tree shall be planted upon the Property or
that may encroach upon the Property. Grantee may cut, trim, or remove any shrubs or trees, or
portions of shrubs or trees now or hereafter located within or that may encroach or overhang
upon the Property without liability to Grantee, including without limitation, the obligation to
make further payment to Grantor.
5. Grantor's Rights. Grantor shall have the right, subject to the covenants and
restrictions contained herein, to make use of the Property for any purpose that does not interfere
with the City's rights granted to it herein for the purposes granted.
6. Successors and Assigns. This grant and the provisions contained herein shall
constitute covenants running with the land and shall be binding upon the Grantor and Grantee,
and their heirs, devisees, successors and assigns.
TO HAVE AND TO HOLD unto the said City of Denton, Texas as aforesaid for the purposes
aforesaid the premise above described.
�
Witness our hands, this the day of , 2012.
Grantor:
THE CHAMBERLAIN TRUST
By: _
Name:
Title:
THE STATE OF TEXAS
COUNTY OF DENTON
0
�
ACKNOWLEDGMENT
This instrument was acl�nowledged before me on
, as
Accepted this day of
Texas (Ordinance No. 2012- ).
:
Paul Williamson
Real Estate Manager
AFTER RECORDING RETURN TO:
City of Denton — Engineering Department
901-A Texas Street
Denton, Texas 76209
Attn: Paul Williamson
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of the Chamberlain Trust.
Notary Public, State of Texas
My commission expires:
2012 by
2012, for the City of Denton,
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JACK PARKE3 AND
WIFE BETTY PARKE9
VOL. 5022 P0. 9438
D. R. [S. C. T.
EXI3TIN0 R.O.W
POINT OF �
COMMENCZN[
FND 1/2"IF/4561
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EXI5TING F.O,W.
Noo•oo�oo°e
8.49'
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SAVE & EXCEPT
TRACT 3
JACK ARLYN PARKEB
VOL. 4073, PG. 1207
D.R.�.C.T.
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7HE CHAM�EFiLAIN TRUST
VOL. 4522, PG, 1336
D.R.D.C.T.
PaoPaseo a.o.w
EXHIBIT "A" - Page 1 of 2
N90 '00' OU"E
25.00'
N00'00' 40"E
i7.00'
POTNT OF
BEGINNTNG��
�n�nllnC '�It'] AC•
ROSELAIYN DRIVE
(VARIABLE WIDTN R.O.W.1
N90 '00 ' 00 " W
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JACK ARLYN PARKE3
V�L. 4073, PG. l207
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gASIS DF BEARTNG I5 NORTH AMERTCAN DATUM
OF 1983 (NA�-83) STATE PLANE COORDINATE
SYSTEM, TEXAS NORTH CENTRAL.
PARCEL 34—DE-1 .
BEING A
425 SQ.FT./0.01 ACRE
DRAINAGE EASEMENT
SITUATED IN THE JAMES EDMONSON SURVEY,
ABSTRACT N0. 400,
DENTON COUNTY, TEXAS
^ Graham Associates,lnc.
((� CONSULTING ENGINEERS �c PLANNERS
„ 1 600 SIX FLACS ORIVE. SUITE 6D0
\�u �NQ�� lEftAS 7E011 (817) E40-BSaa
78PE FlRMt F-11B1/78PL5 FlRA( 1D1638-00
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GRAPHIC 9CALE i'-l00' �
0 50 S00 150
DATE: dECEMgER 2011
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Page 2 of 2
1'ARCEL 34-DE-1
LEGAL DESCRIPTION
DR.AINAGE EASEMENT
EXHIBIT "A" - Page 2 of 2
Being a 0.01 acre tract of land situated in the James Ldmonson Survey, Abs�ract No. 400,
Denton County, Texas, being a portion of The Chamberlain Trust, as recorded in Volume
4522, Page 1336, Deed Records, Denton County, Texas. Said 0.01 acre tract oi land
being more particularly described by metes and bounds as follows:
COMMENCING at a found 1/2 inch iron rod with 4561 cap, being the southeast corner
of a tract of land conveyed to Jack Parkes and wife Betty Parkes, as recorded in Volume
5022, Page 3438, Deed Records, Denton County, Texas, and being in the north line of a
Save & Except Tract 1, conveyed to Jack Ar1yn Parkes, as recorded in Volume 4073,
Page 120'1, Deed Records, Denton County, Texas, also being in the existing west right-
of-way line of Bonnie Brae Street (having a variable width R.O.W.); .
THENCE North 77°59'07" East, leaving said existing west right-of-way line, for a
distance of 189.79 feet to a point for comer, said point being in the proposed north right-
of-way line of Roselawn Drive (a variable width R.O.W.);
THENCE North 00°00'00" East, along said proposed north right-of-way line, a distance
of 8.49 feet to a point for corner;
THENCE North 90°00'00" East, continuing along said proposed north right-of way line,
for a distance of 307.4$ feet to a point for corner, being the FOINT OF BEGINNING;
THENCE North 00°00'00" East, leaving said proposed north right-of-way line, a distance
of 17.00 feet to a point for corner; �
THENCE North 90°00'00" East, a distance of 25.00 feet to a point fox corner;
THENCE South 00°00'00" West, a distance of 17.00 feet to a point for corner;
THENCE North 9Q°00'00" West, a distance of 25.00 feet to the P�INT OF BEGINNING
and CONTAINING 425 square feet, 0.01 acres of land, more or less.
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PAGE 1 OF 3
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JACK PARKES AND
WIFE BETTY PARKES
VDL. 5022, PG. 3438
O.H.O.C.T.
EXISTIND R.D.W.
POINT OF a
COMMENCINC
FNp 1/2"IF/4581
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E%ISTING R.O.W.
BAVE 6 EXCEp7
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JACK AFLYN PA(iKE3
VOL. 4073, PG. l207
O.R.O.C.7.
7HE CHAMB£RLAXN TRUST
VOL. 4522, pG. 1336
D.R.O.C.T.
PROP03E0 R.O.W
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EXHIBIT "B" - Page 1 of 3
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R03ELA'IPN DRIVE
(VARIABLE WIDTH p.O.W,)
JACK ARLYN PARKES
VOL. 4073 P0. 1207
O.R.d�C.T.
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BASIS OF eEARING IS NORTH AMERTCAN OATUM
OF 1983 (NAD-83) STATE PLANE COORDINATE
SYSTEM, TEXAS NORTH CENTRAL.
PARCEL 34—DE-2
BEING A .
500 SQ.FT./0.01 ACRE
DRAYNAGE EASEMENT
SITUATED IN THE JAMES EDMONSON SURVEY,
AHSTRACT N0. 400,
. DENTON COUNTY, TEXAS
� Graham Associates,lnc.
. CONSULTING ENGINEERS dt PLANNERS
600 SIX FLAQS DRIVE. 6U11E 600
ARUNCTON� TEItAS 7E011 (Bt 6I0—B836
1BPE FlRMs F-11B1/1BPL9 Fl t 101638—OD
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ORAPHIC SCALE !'�100'
0 50 100 150
�ATE: DECEMBER 2011
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PAGE 2 OF 3
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THE CHAMBERLAIN TRUS7
VOL. 4522, PG. i936
D.R.D.C.T.
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POINT OF
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PAOPOSED R.O,W.
ROSELAIIN D1i1VE
(VARIA6LE WIDTH R.O.W.)
LONOHORN COUNCTL BDY SCOUT FOUNDATLON. INC.
VOL.450 PG. 526
o.a.b.c.T.
EXHIBIT "B" - Page 2 of 3
BASIS OF BEARING IS NORTH AMERTCAN DATUM
OF 1983 (NAD-83) STATE PLANE COOROINATE
SYSTEM, TEXAS NORTH CENTRAL.
PARCEL 34—DE-2
BEING A
50a SQ.FT./0.01 ACRE
DRAINAGE EASEMENT
SITUATED IN THE JAN�ES EDMONSON SURVEY,
ABSTRACT NO. 400,
DENTON COUNTY, TEXAS
^ Graham Associates,lnc.
((,� CONSULTING ENGINEERS dt PLANNERS
"7� aQ0 SIk F7JUi3 DRIVE. SUI7E 600
� ARUNOTON, I�AS 78a11 (b17) 0�0-85'3!S
TBPE FlRM: F-1191/iBPL3 i�1Rl�r tOt638-00
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GRAPHIC SCALE !'-i00'
0 5� 100 150
�ATE: pECEMBER 2011
.1/uencon/rov-uc-c
Page 3 of 3
PARCEL 34-DE-2
LEGAL DESCRIPTI�N
DR.AINAGE EASEMEN'T
EXHIBIT "B" - Page 3 of 3
Being a 0.01 acre tract of land situated in the James Edmonson Survey, Abstract No. 400,
Denton County, Texas, being a portion of The Chamberlain Trust, as recorded in Volume
4522, Page 1336, Deed Records, Denton County, Texas. Said 0.01 acre tract of land
bein� more particularly described by metes and bounds as follows:
COMMENCING at a found 1/2 inch iron rod with 4561 cap, being the southeast corner
of a tract of land conveyed to Jack Parkes and wife Betty Paxkes, as recoxded in Volume
5022, Page 3438, Deed Recoxds, Denton County, Texas, and being in the north line of a
Save & Except Tract 1, conveyed to Jack Arlyn Parkes, as recorded in Volume 4073,
Page 1207, Deed Records, Denton County, Texas, also being in the existing west right-
of-way line of Bonnie Brae Street (having a variable width R.O.W.);
THENCE North 77°59'07" East, leaving said existing west right-of-way line, for a
distance of 189.79 feet to a point for corner, said point being in the existing north right-
of-way line of Roselawn Drive (a variable width R.O.W.);
THENCE South 89°31'33" East, along said existing narth right-of-way line, a distance of
512.38 feet to a point for corner;
THENCE North 00°28'27" East, leaving said existirig north right-of-way line, a distance
of 19.23 feet to a point for corner, being the POINT OF BEGINNING, said point being in
the proposed north right-of-way line of Roselawn Drive (a variable width R.O.W.);
THENCE North 00°00'00" East, leaving said proposed north right-of-way line, a distance
of 20.00 feet to a point for corner;
THENCE North 90°00'00" East, a distance of 25.00 feet to a point for corner;
THENCE South 00°00'00" West, a distance of 20.00 feet to a point for corner, said point
being in the proposed north right-of-way line of said Roselawn Drive;
THENCE North 90°00'00" West, along said proposed north right-of way lina, a distance
of 25.�0 feet to the POINT OF BEGINNING and CONTAINING 500 square feet, 0,01
acres of land, more or less.
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