A-823 (Hillwood)
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OFFICIAL RECORD
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UNDERGROUND SANITARY SEWER LINE EASEMENTS (INCLUDING
METER STATION. ACCESS. ELECTRICAL
AND COMMUNICATION FACILITIES)
THE STATE OF TEXAS ~
~
COUNTIES OF DENTON AND 9
TARRANT 9
KNOW ALL MEN BY THESE PRESENTS:
Article I
Grant of Easement and Temporary Construction Easement
THAT HILLWOOD/WILLOWBEND, LTD, a Texas limited partnership ("Grantor")
for and in consideration ofTEN AND NOll 00 DOLLARS ($10.00) and other good and valuable
consideration to Grantor in hand paid by the CITY OF SOUTHLAKE, TEXAS (the "City"), a
municipal corporation created under the laws of the State of Texas, with its principal office at 667
North Carroll Avenue, Southlake, Tarrant County, Texas 76092, has given, granted, and
conveyed unto, and does by these presents give, grant, and convey unto, the City, its successors
and permitted assigns, an easement and right-of-way to lay, construct, inspect, maintain, operate,
repair, replace, change, and/or remove (i) a sanitary sewer line or lines, one or more underground
electrical power lines and communication lines, together with all incidental equipment and
appurtenances, under that certain land more particularly described in Exhibit "A" attached hereto
and made a part hereof, and (ii) one or more underground and aboveground sewer meter stations,
together with all incidental equipment and appurtenances, in, on, over, through, under, and across
that certain land described in Exhibit "A" (all of the foregoing sewer line or lines, electric power
lines and communication lines, meter stations, and incidental equipment and appurtenances shall
hereinafter be referred to as the "Facilities").
The easement and right-of-way herein granted includes the right of reasonable ingress and
egress from public rights-of-way over and across Grantor's remaining land for the purposes of
laying, constructing, inspecting, maintaining, operating, repairing, replacing, changing, and/or
removing the Facilities; provided, however, (i) Grantor reserves the right to designate, from time
to time, that portion of Grantor's remaining land over which such right of ingress and egress may
be exercised by the City and (ii) the City shall promptly repair any damage to Grantor's remaining
land resulting from the City's exercise of such right of ingress and egress (including the
restoration of the surface, replacement of topsoil, planting of grass, replacement of landscaping,
reconstruction offences, and removal ofrocks and other construction materials).
The easement and right-of-way herein granted includes a temporary construction easement
over and across that certain land more particularly as described in Exhibit "B" attached hereto and
made a part hereof, to use in connection with the construction of the initial Facilities consisting of
the Denton Creek Wastewater Interceptor Pressure System, Phase III; which temporary
construction easement shall automatically terminate on the earlier to occur of the second annual
anniversary of this agreement or the completion of construction and the City's acceptance of such
initial Facilities. Upon completion of construction of the initial Facilities, the City shall promptly
repair any damage to Grantor's remaining land resulting from the City's exercise of such
temporary construction easement right (including the restoration of the surface, replacement of
topsoil, planting of grass, replacement of landscaping, reconstruction of fences, and removal of
rocks and other construction materials).
In addition, Grantor agrees to provide alternative access across Grantor's remaining land
if the need for such alternative access results from Grantor's exercise of any of the rights retained
by Grantor in this agreement. The City shall promptly repair any damage to Grantor's remaining
land resulting from the City's exercise of such alternative access right (including the restoration of
the surface, replacement of topsoil, planting of grass, replacement of landscaping, reconstruction
of fences, and removal ofrocks and other construction materials).
RETURN TO
OFFICE OF THE CITY SECRETARY
U:,\[)ERGROUND SANITARY SEWER LINE EASEMENTS CITY OF SOUTHLAKE
(INCLUDING METER STATIONS AND ACCESS) - Page 1 667 N. CARHOlL AVE.
SOUTHLAKE, rEXAS 76~2 ,__
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07638.0010:0152944.02
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The City agrees that, in connection with the exercise of any of the rights herein granted to
the City, no hazardous materials or hazardous substances (as defined under applicable federal,
state, or local law, as such laws now or hereinafter exist) shall be used, stored, generated,
released, or disposed of in violation of such applicable laws, and if such violation occurs, the City
shall be solely responsible for any cleanup, remediation, removal, or restoration mandated by such
applicable laws. Grantor shall have the right to approve any method of remediation to the extent
such remediation involves land owned by Grantor, its successors and assigns, which approval shall
not be unreasonably withheld or delayed.
Article II
Parallel Pipelines
There is included in this grant the right at any time in the future to lay, construct, inspect,
maintain, operate, repair, replace, change, and/or remove one or more additional lines of pipe
approximately parallel with the first pipeline of pipelines laid by the City hereunder, so long as
said future line or lines are within the confines of the metes and bounds description contained in
Exhibit "A" The City shall submit all construction plans to Grantor as far in advance of
construction as possible.
Article III
Erosion Control
For erosion control purposes, the easement rights granted and conveyed herein to the City
shall also include the right at any time in the future to construct, inspect, operate, maintain, repair,
replace, change, add and/or remove concrete, rock rip rap or other types of erosion control
facilities to protect the City's existing and future pipelines located within or adjacent to creeks,
gullies and other natural or man-made water drainage courses located within the land described in
Exhibit" A" The need for and design of any erosion control facilities are solely within the City's
control and at the City's discretion. The erosion control facilities shall be constructed within the
high-flow boundaries of said water drainage courses. The City, at its discretion, may grade and
slope the banks or walls of the water drainage courses to facilitate the design and integrity of the
erosion control facilities. The physical limits of the erosion control facilities shall be entirely
confined to the land described in Exhibit "A" The City shall submit its construction plans of said
future erosion control facilities to Grantor as far in advance of construction as possible. Grantor
shall have the right to modifY the plans to control the appearance and aesthetic qualities of the
erosion control facilities, provided Grantor funds any additional costs that result from such
modifications and provided Grantor's modifications do not hinder or conflict with the use and
integrity of any of the City's facilities.
Article IV
Easement and Donation
Grantor acknowledges this conveyance is a donation to the City and there is to be no payment for
all rights conveyed herein.
Article V
Use and Eniovment
Grantor, its successors and assigns, may fully use and enjoy said premises encumbered by said
easements, except that such use and enjoyment shall not hinder, conflict or interfere with the
exercise of the City's rights hereunder, and no building, structure or long-term holding reservoir
shall be constructed upon, under, or across the rights-of-way and easements herein granted
without the City's written consent; provided further, Grantor, its successors and assigns, may
construct, dedicate, and maintain across said easements and rights-of-way such rail lines, roads,
alleys, utilities, paved parking areas, landscaping, walls, fences, signs, monuments, short-term
storm water holding detention ponds and utility lines as will not interfere with the use by City of
said easements and right-of-way for the purposes aforesaid. GRANTOR shall obtain written
consent from City, said written consent not to be unreasonably withheld by City, prior to
GRANTOR'S construction of said rail lines, roads, alleys, parking lots, landscaping, walls, fences,
signs, monuments, short-term stormwater holding detention ponds and utility lines. The City shall
not withhold consent unless the City demonstrates that the design of Grantor's improvements
poses an unreasonable risk of potential damage to the Facilities.
UNDERGROUND SANITARY SEWER LINE EASEMENTS
(INCLUDING METER STATIONS AND ACCESS) - Page 2
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Article VI
Trees and Shrubbery
The City may trim and cut down or remove trees and shrubbery growing on or over the property
described in Exhibit "A" in connection with the construction, inspection, maintenance, operation,
repair, replacement, change and/or removal of the Facilities, if necessary. The City shall use its
best efforts to minimize damage to trees, shrubbery, and landscaping.
Article VII
Cleanup of Easement
The City shall clean up and remove all trash and debris, repair and replace fences, and repair other
damage caused by said construction, operation, and maintenance, including reasonable
compensation for crop damage, the restoration of existing topsoil, or removal of spoils created
during construction by the City. The City shall not bury any trash or waste material of any kind
on the easements described herein. During construction, the City shall install such fences,
barricades or safety barriers as may be reasonably required to protect the public, livestock, or
adjacent property.
Article VIII
Crops
After execution of this document, Grantor shall not establish any kind of grass, crop, or other type
of plant within the easement areas described herein until after completion of construction and the
City's acceptance of the initial Facilities. The City shall not restrict Grantor from harvesting
existing crops prior to the initiation of the City's construction activities for its initial Facilities.
F or the purpose of Grantor's harvesting effort, the City shall notify Grantor at least two (2) weeks
prior to the initiation of initial construction activities within Grantor's property.
Article IX
Relocation of Facilities
Upon request of Grantor, and at Grantor's sole expense and tender of payment, the City shall
relocate to another mutually acceptable location the Facilities installed pursuant to the execution
of this agreement. The resulting relocation of the Facilities shall be subject to any and all state
and federal laws governing said relocation. The parties agree that they shall not unreasonably
withhold their consent in determining the "mutually acceptable location," Except in the event of
an emergency, the City shall notify Grantor by telephone at least 48 hours before the beginning of
each of the City's construction and maintenance projects on the herein described easements.
Upon such notification by the City, Grantor will in turn immediately provide the City with the
names, addresses, and telephone numbers of the appropriate tenants of Grantor located on the
subject property.
Article X
Notices
All notices required or permitted hereby shall be in wntmg and become effective after being
deposited in the u.s. mail, certified or registered with appropriate postage prepaid or, if delivered
by some other manner, when actually received. Notices to the parties shall be addressed as
follows:
To Grantor:
HillwoodlWillowbend, Ltd.
2421 Westport Parkway, Suite 200
Fort Worth, Texas 76177
Attn: Darcy Anderson
UNDERGROUND SANITARY SEWER LINE EASEMENTS
(INCLUDING METER STATIONS AND ACCESS) - Page 4
07638.0010:0 I 52944.02
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To the City:
City of Southlake
667 North Carroll Avenue
Southlake, Texas 76092
Attn: City Manager
From time to time a party may designate a new address for the purpose of receiving notices
hereunder by giving notice of its new address to the other party in the manner provided above.
Article XI
Liability
The City shall take all reasonable steps necessary to avoid any damage or liability to Grantor
resulting directly or indirectly from the City's exercise of its rights under this agreement, except
where such damage or liability is caused by the negligence of Grantor.
Article XII
Perpetual Easement
The easement rights and privileges herein granted shall be perpetual and said rights shall
constitute covenants running with the land and shall be binding upon and inure to the benefit of
Grantor and the City, respectively, and their respective successors, assigns, and permitted assigns.
The City's rights hereunder may be assigned, in whole or in part, to the Trinity River Authority of
Texas without the prior written consent of Grantor. Except as provided in the immediately
preceding sentence, the City's rights hereunder shall not be assigned, transferred, or encumbered
without the prior written consent of Grantor.
Article XID
Term of Easement
TO HAVE AND TO HOLD the above-described easements and rights-of-way and rights
appurtenant thereto unto the City, its successors and permitted assigns, until all of said Facilities
are declared permanently abandoned by the City (or by its successor or permitted assigns), in
which event said easements and rights-of-way and rights appurtenant thereto shall cease and
terminate and revert to Grantor, Grantor's successors and assigns.
Article XIV
Bindin2EfTect
Grantor hereby binds Grantor and Grantor's successors and assigns to warrant and forever defend
said easements and rights-of-way and rights appurtenant thereto unto the City, its successors and
permitted assigns, against every person whomsoever lawfully claiming, or to claim, the same or
any part thereof, by, through, or under Grantor but not otherwise. The covenants and agreements
contained in this agreement bind the respective heirs, successors, assigns, permitted assigns, and
legal representatives of the parties hereto, and the terms "Grantor" and the "City," where they
occur in this agreement, include the respective heirs, successors, assigns, permitted assigns, and
legal representatives of Grantor and the City. The captions and article headings used in this
agreement are for the convenience of the parties only and shall not be used in construing this
agreement.
Article XV
Entire A2reement
I t is expressly understood that all rights, conveyances, and covenants are herein written and no
verbal agreements of any kind shall be binding or recognized or in any way modify this agreement.
This conveyance is made and accepted subject to any and all matters of record relating to the
hereinabove described property, to the extent, and only to the extent, that the same may still be in
force and effect, shown of record in the offices of the County Clerks of Denton and Tarrant
Counties, Texas.
UNDERGROUND SANITARY SEWER LINE EASEMENTS
(INCLUDING METER STATIONS AND ACCESS) - PII&e 5
07638.0010:0152944.02
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EXECUTED this 1L,~ay of April, 1996
HILLWOODIWILLOWBEND, LTD., a Texas
limited partnership
By: Hillwood Property Company, a Texas
corporation, its General Partner
qq~
ACCEPTED ON THE TERMS AND
CONDITIONS CONTAINED HEREIN:
By:
Title:
Date:
APPROVED AS TO FORM AND LEGALITY:
CITY ATTORNEY
THE STATE OF TEXAS 9
9
COUNTY OF TARRANT 9
() Befqre \ m};, the undersigneA authority, on this day personally appeared
(Ie. ttA~ G. n~-tterc!~ the -r~ES/{)etJJ of Hillwood Property Company,
known to me to be the person whose name is subscribed to the foregoing instrument, and
acknowledge to me that the same was the act of the said Hillwood Property Company, a Texas
corporation, in its capacity as General Partner in Hillwood/Willowbend, Ltd., a Texas limited
partnership, acting through its duly authorized General partner, executed the same as the act of
Hillwood/Willowbend, Ltd., for the purposes and consideration therein expressed and in the
capacity therein stated.
Given under my hand and seal of office on this ) b R day of April, 1996.
KIMBERLY R. PUEBlO
NOTARY PUBLIC
State of Texas
Comm. Exp. 07,14-99
N~9.:C2u
Notary's Printed Name:
My Commission Expires:
RETURN TO
OFFICE OF THE CITY SECRETARY
C!TY OF SOUTHLAKE
667 N CARRCU. AVE
SOUTH LAKE. TEXAS 75092
l..:NDERGROUND SANITARY SEWER LINE EASEMENTS
(INCLUDING METER STATIONS AND ACCESS) - Page 6
07638.0010;0 I 52944.02
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Lv"tJ
1060
THE STATE OF TEXASJ ~
COUNTY OF . jv"L/l (~ - ~ d I /
~Before me, the undersigned authority, on this day personally. _ ~ f. /#;tdl( ,
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the C / //J/1/IlG.t:.l( of the City of Southlake, Texas, known to me to be the person and
officer w ose name is subscribed to the foregoing instrument, and acknowledged to me that he
executed the same for the purposes and consideration therein expressed, in the capacity therein
stated and as the act and deed of said city.
/ 7(0
Given under my hand and seal of office on this day of April, 1996.
KIM L. BUSH
Notary Public
STATE OF TEXAS
My Comm. Exp. OS/27198
Not/ry's Printed Name:
My Commission Expires:
UNDERGROUND SANITARY SEWER LINE EASEMENTS
(INCLUDING METER STATIONS AND ACCESS) - Pille 7
07638.0010:0152944.02
12345 106\
Permanent Utility Easement
C. Medlin Survey, Abstract No. 823
J. Sutton Survey, Abstract No. 1154
1 .300 Acres
FN D-2761
EH&A Job No. 16156-01
Revised March 28, 1996
EXHIBIT "A"
DENTON CREEK REGIONAL WASTEWATER SYSTEM
DENTON CREEK INTERCEPTOR SYSTEM
PHASE III\SECTION II
PARCEL NO. 11
BEING A 15-FOOT WIDE PERMANENT UTILITY EASEMENT AND A 1.300 ACRE PARCEL OF LAND
SITUATED IN THE C. MEDLIN SURVEY, ABSTRACT NO. 823 AND THE J. SUTTON SURVEY,
ABSTRACT NO. 1154, OF DENTON COUNTY, TEXAS AND BEING OUT OF A 1968.563 ACRE TRACT
OF LAND (TRACT 2) AS DEEDED TO WESTLAKE INVESTMENTS, LTD. AS RECORDED IN RECORD NO.
93-R0031669 OF THE DEED RECORDS OF DENTON COUNTY, TEXAS (DRDCT). SAID 1.300 ACRE
PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING for reference at the northwest cutback corner of the south line of Highway 114 to the
west line of the future Trophy Club Drive from which a found brass disc stamped Texas Department
of Transportation (TxDOT) bears S 280 14' 12" E, a distance of 0.31 feet;
THENCE S 220 54' 17" E, along the south line of Highway 114 and said cutback, a distance of 21.37
feet to the POINT OF BEGINNING;
THENCE S 220 54' 17" E, continuing along said line, a distance of 21.31 feet to a point being in a
circular curve to the right having a radius of 5,779.58 feet;
THENCE along said curve to the right having a delta angle of 030 10' 20", an arc distance of 319.99
feet and having a chord which bears N 660 07' 15" W, a distance of 319.95 feet to a point;
THENCE N 640 32' 05" W, a distance of 470.95 feet to a point;
THENCE N 720 13' 57" W, a distance of 152.39 feet to a point;
THENCE N 600 40' 09" W, a distance of 302.70 feet to a point;
THENCE N 640 32' 03" W, a distance of 818.36 feet to a point being in a circular curve to the left
having a radius of 7,589.44 feet;
THENCE along said curve to the left having a delta angle of 100 18' 36", an arc distance of 1 ,365.66
feet and having a chord which bears N 690 41' 21" W, a distance of 1,363.82 feet to a point;
THENCE N 740 50' 39" W, a distance of 52.98 feet to a point;
THENCE N 860 23' 01" W, a distance of 185.82 feet to a point;
THENCE N 430 21' 26" W, a distance of 128.61 feet to a point in the south line of Highway 114, said
point being the POINT OF BEGINNING for Temporary Construction Easement Exhibit "B" Part Two;
THENCE S 74050' 50" E, with the south line of Highway 114, a distance of 28.72 feet to a point from
which a brass disk stamped TxDOT bears S 700 52' 58" W, a distance of 1.09 feet;
THENCE S 430 21' 26" E, with the south line of Highway 114 and passing the south line of Highway
114 at 76.23 feet, from which a found concrete monument bears S 650 35' 54" W, a distance of 0.99
feet, in all, a total distance of 98.21 feet to a point;
THENCE S 860 23' 01" E, a distance of 181.42 feet to a point;
THENCE S 740 50' 39" E, a distance of 54.50 feet to a point being in a circular curve to the right
having a radius of 7,604.44 feet;
THENCE along said curve to the right having a delta angle of 100 18' 36", an arc distance of 1,368.36
feet and having a chord which bears S 69041' 21" E, a distance of 1,366.52 feet to a point;
Page 1 of 2
12345
1052
Permanent Utility Easement
C. Medlin Survey, Abstract No. 823
J. Sutton Survey, Abstract No. 1154
1.300 Acres
FN 0-2761
EH&A Job No. 16156-01
Revised March 28, 1996
THENCE S 640 32' 03" E, a distance of 818.87 feet to a point;
THENCE S 600 40' 09" E, a distance of 301.69 feet to a point;
THENCE S 720 13' 57" E, a distance of 151.88 feet to a point;
THENCE S 640 32' 05" E, a distance of 471.95 feet to a point being in a circular curve to the left
having a radius of 5,764.58 feet;
THENCE along said curve to the left having a delta angle of 030 01' 19", an arc distance of 304.03
feet and having a chord which bears S 660 02' 44" E, a distance of 304.00 feet to the POINT OF'
BEGINNING, and containing 1.300 acres, or 56,614 square feet of land, more or less.
SURVEYOR'S CERTIFICATE
TO ALL PARTIES INTERESTED IN TITLE TO THE PREMISES SURVEYED, I DO HEREBY CERTIFY THAT
THE ABOVE LEGAL DESCRIPTION WAS PREPARED FROM PUBLIC RECORDS AND FROM AN ACTUAL
AND ACCURATE SURVEY UPON THE GROUND AND THAT SAME IS TRUE AND CORRECT.
Company Name:
ESDev. Huston & Associates. Inc.
By:
Surveyor's Nam'e:
R. David Strutton
Registered Professional Land Surveyor, Texas No. 431 2
Date of Survey:
October. 1993
Page 2 of 2
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23Ll5. -1063
Temporary Construction Easement
C. Medlin Survey, Abstract No. 823
J. Sutton Survey, Abstract No. 11 54
2.317 Acres
FN 0-2762
EH&A Job No. 16156-01
Revised March 28, 1996
EXHIBIT "B"
DENTON CREEK REGIONAL WASTEWATER SYSTEM
DENTON CREEK INTERCEPTOR SYSTEM
PHASE III\SECTION II
PARCEL NO. 11
BEING A 15-FOOT WIDE TEMPORARY CONSTRUCTION EASEMENT (PART ONE) AND A 60-FOOT
WIDE TEMPORARY CONSTRUCTION EASEMENT (PART TWO) AND A 2.317 ACRE PARCEL OF LAND
SITUATED IN THE C. MEDLIN SURVEY, ABSTRACT NO. 823 AND THE J. SUTTON SURVEY,
ABSTRACT NO. 1154, OF DENTON COUNTY, TEXAS AND BEING OUT OF A 1968.563 ACRE TRACT
OF LAND (TRACT 2) AS DEEDED TO WESTLAKE INVESTMENTS, LTD. AS RECORDED IN RECORD NO.
93-R0031669 OF THE DEED RECORDS OF DENTON COUNTY, TEXAS (DRDCT). SAID 2.317 ACRE
PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
PART ONE
BEGINNING at the northwest cutback corner of the south line of Highway 114 to the west line of the
future Trophy Club Drive from which a found brass disc stamped Texas Department of Transportation
(TxDOT) bears S 280 14' 12" E, a distance of 0.31 feet;
THENCE S 220 54' 17" E, along the south line of Highway 114 and said cutback, a distance of 21.37
feet to a point in a circular curve to the right having a radius of 5764.58 feet;
THENCE along said curve to the right having a delta angle of 030 01' 19", an arc distance of 304.03
feet and having a chord which bears N 660 02' 44" W, a distance of 304.00 feet to a point;
THENCE N 640 32' 05" W, a distance of 471.95 feet to a point;
THENCE N 720 13' 57" W, a distance of 151.88 feet to a point;
THENCE N 600 40' 09" W, a distance of 301.69 feet to a point;
THENCE N 640 32' 03" W, a distance of 818.87 feet to a point being in a circular curve to the left
having a radius of 7,604.44 feet;
THENCE along said curve to the left having a delta angle of 100 18' 36" , an arc distance of 1 ,368.36
feet and having a chord which bears N 690 41' 21" W, a distance of 1,366.52 feet to a point;
THENCE N 740 50' 39" W, a distance of 54.50 feet to a point;
THENCE N 860 23' 01 " W, a distance of 181.42 feet to a point;
THENCE N 430 21' 26" W, a distance of 21.98 feet to a point to a point in the south line of Highway
114 from which a found concrete monument bears S 650 35' 54" W, a distance of 0.99 feet;
THENCE with the south line of Highway 114 the following eight (8) courses and distances:
(1) S 860 23' 01" E, a distance of 199.01 feet to a point,
(2) S 740 50' 39" E, a distance of 56.03 feet to a point being in a circular curve to the right
having a radius of 7,619.44 feet,
(3) along said curve to the right having a delta angle of 100 18' 36", an arc distance of
1,370.99 feet and having a chord which bears S 69041' 21" E, a distance of 1,369.14
feet to a point,
(4) S 640 32' 03" E, a distance of 819.43 feet to a point,
Page 1 of 3
I "', "'I 4 r-
...-" ot;, t ~
L..\J '"
064
Temporary Construction Easement
C. Medlin Survey, Abstract No. 823
J. Sutton Survey, Abstract No. 11 54
2.317 Acres
FN D-2762
EH&A Job No. 16156-01
Revised March 28, 1996
(5) S 600 40' 09" E, a distance of 300.68 feet to a point,
(6) S 720 13' 57" E, a distance of 151.37 feet to a point,
(7) S 640 32' 05" E, a distance of 472.94 feet to a point being in a circular curve to the left
having a radius of 5,749.58 feet, and
(8) along said curve to the left having a delta angle of 020 52' 14", an arc distance of
288.06 feet and having a chord which bears S 650 58' 11" E, a distance of 288.03 feet
to the POINT OF BEGINNING, and containing 1.259 acres, or 54,822 square feet of land.
PART TWO
BEGINNING at a point in the south line of Highway 114, said point aforementioned in Permanent Utility
Easement Exhi bit "A";
THENCE S 430 21' 26" E, a distance of 128.61 feet to a point;
THENCE S 860 23' 01" E, a distance of 185.82 feet to a point;
THENCE S 740 50' 39" E, a distance of 52.98 feet to a point being in a circular curve to the right
having a radius of 7,589.44 feet;
THENCE along said curve to the right having a delta angle of 020 32' 05", an arc distance of 335.77
feet and having a chord which bears S 730 34' 36" E, a distance of 335.74 feet to a point;
THENCE S 170 41' 26" W, a distance of 60.00 feet to a point being in a circular curve to the left
having a radius of 7,529.44 feet;
THENCE along said curve to the left having a delta angle of 020 32' 05", an arc distance of 333.11
feet and having a chord which bears N 730 34' 36" W, a distance of 333.09 feet to a point;
THENCE N 740 50' 39" W, a distance of 46.92 feet to a point;
THENCE N 860 23' 01" W, a distance of 203.41 feet to a point;
THENCE N 430 21' 26" W, a distance of 250.22 feet to a point in the south line of Highway 114;
Page 2 of 3
12345
1055
Temporary Construction Easement
C. Medlin Survey, Abstract No. 823
J. Sutton Survey, Abstract No. 1154
2.317 Acres
FN 0-2762
EH&A Job No. 16156-01
Revised March 28, 1996
THENCE S 740 50' 50" E, along the south line of Highway 114, a distance of 114.87 feet to the POINT
OF BEGINNING, and containing 1.058 acres, or 46,106 square feet of land, for a total area of 2.317
acres or 100,928 square feet of land, more or less.
SURVEYOR'S CERTIFICATE
TO ALL PARTIES INTERESTED IN TITLE TO THE PREMISES SURVEYED, I DO HEREBY CERTIFY THAT
THE ABOVE LEGAL DESCRIPTION WAS PREPARED FROM PUBLIC RECORDS AND FROM AN ACTUAL
AND ACCURATE SURVEY UPON THE GROUND AND THAT SAME IS TRUE AND CORRECT.
Company Name:
Esoev. Huston & Associates. Inc.
By:
Surveyor's Name: R. David Strutton
Registered Professional Land Surveyor, Texas No. 4312
Date of Survey:
October. 1993
Page 3 of 3
I ? ~ I, S
1066
~
SURVEY: C. MEDLIN A 823, J. SUTTON A 1154
LOCA nON: DENTON COUNTY, TEXAS
EASEMENT ACOUlsmON:MAM 1.300 AC. 56614 SQ. FT'-SM 2.317 AC. 100928 SQ. F'T.
WHOLE PROPERTY ACREAGE: 1968.563 AC.
PLA T OF EXHIBIT "A" & "B"
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EXHIBIT "A"
1~' WIDE PERMANENT
unLlTY ESMT
C. MEDLIN SURVEY
ABSTRACT NO. 823
EXHIBIT "8" PART ONE
1~' WIDE TEMPORARY
CONSTRUCTION ESUT
EM:~ B.pe7,
B..to. .
~ A..oolat.., i.o.
Engineering &- Environmental Consultants
73800 Montfort Drive. Suite 230
Dallas. Texas 75240 (214) 387-0777
PREPARED BY
CHECKED BY
DATE
E.H. & A, JOB/TRACT
GC
OS
REV 3/28/96
16156/P11-1
POC · A ·
POB .8- PART ONE
F'ND TXOOT DISC ./I
S 28'14'12" E ~ /
0.31'
DENTON CREEK REGIONAL
WASTEWATER SYSTEM
DENTON CREEK PRESSURE SYSTEM
PHASE III\SECTlON II
PARCEL NO, '1
CITY Of SOUTHLAKE
667 NORTH CARROl AVENUE
SOUTHLAKE, TEXAS 76092
rNO OOOT OlSC
S 20'32'42" W
0.62'
9)11
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15' WIDE PERMANENT .
t/ ABSTRACT NO. 823
#",
EXHIBIT "8" PART TWO j
50' WIDE TEMPORARY I !I)
CONSTRucnON ESUT c..;
I
10
;:::
rNO TXOOT DISC
S 7~2'58" w' ~
1.09' ~.-1
POS .S-
PART TWO
R. David Strutton R.P.L.S. 4312
SCALE: ," = 200'
J. SUTTON SURVEY
ABSTRACT NO. 1154
WESTLAKE INVESTMENTS. LTD.
RECORD NO, 93-R0031669
TRACT 2
(CALLED 1968.563 AC.)
DATED 5-17-93
D.R.D.C. T.
PAGE 1 OF 2
PllfPAIlDl ntClM I'\aJC Il[CQIlDS
I '-""1 ~
{j4~
1067
SURVEY: C. MEDLIN A-823, J. SUTTON A-1154
LOCATION: DENTON COUNTY, TEXAS
EASEMENT ACQUISlTION:"A" 1.300 AC. 56614 SQ. FT."S" 2.317 AC. 100928 SQ. FT.
WHOLE PROPERTY ACREAGE: 1968.563 AC.
PLAT OF EXHIBIT "A" & "B"
T1 S 22.54'17" E
T2 S 22.54'17" E
T3 N 72.'3'57" W
T4 N 74"50'39" W
T5 N 86.23'01" W
T5 N 43.21'25" W
T7 S 74"50'50" E
T8 S 4.3"21 '26" E
T9 S 86"23'01" E
no s 74"50'39" E
T11 S 72"13'57" E
n2 S 17"41'25" W
TIS N 74"50'39" W
T15 N 86.23'01" W
n7 N 43.21 '25" W
n8 S 74.50'50" E
T19 N 4,3"21 '26" W
T20 S 86"23'01" E
T21 S 74"50'39" E
T22 S 72"13'57" E
21. .37'
21..31 '
152.39'
52.98'
185.82'
128.51'
28.72'
98.21'
181.42'
54.50'
151.88'
60.00'
46.92'
203.41'
250.22'
114.87'
21.98'
199.01'
56.03'
151.37'
WAP OF WHOLE PROPERTY AND TAKING
I
L--
EM. Ibpe,.,
BlI.toa .
~ A..oelate., lae.
Engineering &- Environmental Consultants
13800 Montfort Drive. Suite 230
Dallas. Texas 75240 (214) 387-0771
PREPARED BY
CHECKED BY
DATE
E.H. & A. JOB/TRACT
GC
OS
REV 3/28/96
15156/Pl1 2
Cl
Radius = 5779.58
Delta = OS10'20"
Arc = 319.99
Ch. = 319.95
C.B. = N 56.07'15" W
C2
Radius = 7589.44
Delta = 10"18'36"
Arc = 1365.66
Ch. = 1363.82
C.B. = N 69"41'21" W
C3
Radius = 7604.44
Delta = 10"18'36"
Arc = 1368.36
Ch. = 1366.52
C.B. = S 59.41'21" E
C4
Radius = 5764.58
Delta = 0.3"01'19"
Arc = 304.03
Ch. = 304.00
C.B. = S 56"02'44" E
I
!
R. David Strutton R.P.L.S. 4312
SCALE: 1" = 200'
DENTON CREEK REGIONAL
WASTEWATER SYSTEM
DENTON CREEK PRESSURE SYSTEM
PHASE III\SECnON II
PARCEL NO. 11
CITY OF' SOUTHLAKE
667 NORTH CARROL AVENUE
SOUTHLAKE, TEXAS 76092
C5
Radius = 7589.44
Delta = 02"32'05"
Arc = 335.77
Ch. = 335.74
C.B. = S 73"34'36" E
C5
Radius = 7529.44
Delta = 02"32'05"
Arc = 333.11
Ch. = 333.09
C.B. = N 7S34'36" W
C7
Radius = 7619.44
Delta = '0.'8'36"
Arc = 1370.99
Ch. = 1369.14
C.B. = S 69"41'21" E
C8
Radius = 5749.58
Delta = 02"52'14"
Arc = 288.06
Ch. = 288.03
C.B. = S 55"58'11" E
I PAGE 2 OF 2
PllEPMED !'ROM .......c II€COflD$
1~34J
068
Permanent Utility Easement
C. Medlin Survey, Abstract No. 823
0.833 Acres
FN 0-2764
EH&A Job No. 16156-01
Revised April 1, 1 996
EXHIBIT "A"
DENTON CREEK REGIONAL WASTEWATER SYSTEM
DENTON CREEK INTERCEPTOR SYSTEM
PHASE III\SECTION II
PARCEL NO. 12
BEING A 15-FOOT WIDE PERMANENT UTILITY EASEMENT AND A 0.833 ACRE PARCEL OF LAND
SITUATED IN THE C. MEDLIN SURVEY, ABSTRACT NO. 823, DENTON COUNTY, TEXAS AND BEING
OUT OF A 1968.563 ACRE TRACT OF LAND (TRACT 2) AS DEEDED TO WESTLAKE INVESTMENTS,
LTD. AS RECORDED IN RECORD NO. 93-R0031669 OF THE DEED RECORDS OF DENTON COUNTY,
TEXAS (DR OCT). SAID 0.833 ACRE PARCEL OF lAND BEING MORE PARTICULARLY DESCRIBED AS
FOllOWS:
COMMENCING for reference at the intersection of the south line of Highway 114 (a variable width right
of way) with the west line of Precinct Line Road ( a variable width right of way);
THENCE S 000 24' 43" E, with the west line of Precinct Line Road, a distance of 15.90 feet to the
POINT OF BEGINNING;
THENCE S 000 24' 43" E, continuing along said line, a distance of 15.90 feet to a point;
THENCE N 710 03' 54" W, leaving said line, passing at 100.00 feet the Point of Beginning for
Temporary Construction Easement Exhibit nB" Part Two, in all, a distance of 747.48 feet to a point
being in a circular curve to the left having a radius of 5,679.58 feet;
THENCE along said curve to the left having a delta angle of 010 56' 51", an arc distance of 193.06
feet and having a chord which bears N 720 02' 20" W, a distance of 193.05 feet to a point;
THENCE S 690 31' 38" W, a distance of 98.62 feet to a point being the Point of Beginning for
Temporary Construction Easement Exhibit "B" Part Three;
THENCE N 750 22' 01" W, a distance of 305.60 feet to a point;
THENCE N 750 07' 03" W, a distance of 369.35 feet to a point;
THENCE N 630 37' 03" W, a distance of 241.10 feet to a point being in a circular curve to the right
having a radius of 5,779.58 feet;
THENCE along said curve to the right passing at 383.88 feet the Point of Beginning for Temporary
Construction Easement Exhibit "B" Part Four, a total arc distance of 477.07 feet and having a delta
angle of 040 43' 46", and having a chord which bears N 710 54' 47" W, a distance of 476.93 feet
to a point in the south line of Highway 114;
THENCE N 700 24' 56" E, with the south line of Highway 114, distance of 23.36 feet to a point being
in a circular curve to the left having a radius of 5,764.58 feet;
THENCE leaving Highway 114 and along said curve to the left having a delta angle of 040 33' 56", an
arc distance of 459.34 feet and having a chord which bears S 72000' 32" E, a distance of 459.22 feet
to a point;
THENCE S 630 37' 03" E. a distance of 240.99 feet to a point;
THENCE S 750 07' 03" E, a distance of 367.81 feet to a point;
THENCE S 750 22' 01" E, a distance of 300.82 feet to a point;
THENCE N 690 31' 38" E, a distance of 98.96 feet to a point being in a circular curve to the right
having a radius of 5,694.58 feet;
THENCE along said curve to the right having a delta angle of 01 0 59' 56", an arc distance of 198.66
feet and having a chord which bears S 720 03' 52" E, a distance of 198.65 feet to a point;
Page 1 of 2
12345
069
Permanent Utility Easement
C. Medlin Survey, Abstract No. 823
0.833 Acres
FN 0-2764
EH&A Job No. 16156-01
Revised April 1, 1996
THENCE S 710 03' 54" E, a distance of 742.22 feet to the POINT OF BEGINNING, and containing
0.833 acres, or 36,307 square feet of land, more or less.
SURVEYOR'S CERTIFICATE
TO ALL PARTIES INTERESTED IN TITLE TO THE PREMISES SURVEYED, I DO HEREBY CERTIFY THAT
THE ABOVE LEGAL DESCRIPTION WAS PREPARED FROM PUBLIC RECORDS AND FROM AN ACTUAL
AND ACCURATE SURVEY UPON THE GROUND AND THAT SAME IS TRUE AND CORRECT.
By:
Registered Professional Land Surveyor, Texas No.
4312
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Surveyor's Name:
R. David Strutton
Date of Survey:
October, 1993
.!i.'
~-
Page 2 of 2
I 2.3 45
1070
Temporary Construction Easement
C. Medlin Survey, Abstract No. 823
3.056 Acres
FN 0-2765
EH&A Job No. 16156-01
Revised April 1, 1996
EXHIBIT "B"
DENTON CREEK REGIONAL WASTEWATER SYSTEM
DENTON CREEK INTERCEPTOR SYSTEM
PHASE III\SECTION "
PARCEL NO. 12
BEING A VARIABLE WIDTH TEMPORARY CONSTRUCTION EASEMENT AND A SIXTY FOOT WIDE
TEMPORARY CONSTRUCTION EASEMENT AND A 3.056 ACRE PARCEL OF LAND SITUATED IN THE
C. MEDLIN SURVEY, ABSTRACT NO. 823, DENTON COUNTY, TEXAS AND BEING OUT OF A
1968.563 ACRE TRACT OF LAND (TRACT 2) AS DEEDED TO WESTLAKE INVESTMENTS, LTD. AS
RECORDED IN RECORD NO. 93-R0031669 OF THE DEED RECORDS OF DENTON COUNTY, TEXAS'.
(DRDCT). SAID 3.056 ACRE PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS
FOllOWS:
PART ONE
BEGINNING at the intersection of the south line of Highway 114 (a variable width right of way) with
the west line of Precinct Line Road (a variable width right of way);
THENCE S 000 24' 43" E, with the west line of Precinct Line Road, a distance of 15.90 feet to a point;
THENCE N 710 03' 54" W, a distance of 742.22 feet to a point being in a circular curve to the left
having a radius of 5,694.58 feet;
THENCE along said curve to the left having a delta angle of 010 59' 56", an arc distance of 198.66
feet and having a chord which bears N 720 03' 52" W, a distance of 198.65 feet to a point;
THENCE S 690 31' 38" W, a distance of 98.96 feet to a point;
THENCE N 750 22' 01" W, a distance of 300.82 feet to a point;
THENCE N 750 07' 03" W, a distance of 367.81 feet to a point;
THENCE N 630 37' 03" W, a distance of 240.99 feet to a point being in a circular curve to the right
having a radius Qf 5,764.58 feet;
THENCE along said curve to the right having a delta angle of 040 33' 56", an arc distance of 459.34
feet and having a chord which bears N 720 00' 32" W, a distance of 459.22 feet to a point in the
south line of State Highway 114;
THENCE with the south line of Highway 114 the following ten (10) courses and distances:
(1) N 700 24' 56" E, a distance of 23.45 feet to a point being in a circular curve to the left
having a radius of 5,749.58 feet from which a found brass disc stamped TxDOT bears
S 560 45' 56" E, a distance of 0.37 feet,
(2) along said curve to the left having a delta angle of 040 24' 00", an arc distance of
441.55 feet and having a chord which bears S 720 06' 20" E, a distance of 441.44 feet
to a point,
(3) S 630 37' 03" E, a distance of 240.88 feet to a found brass disc stamped TxDOT,
(4) N 840 36' 16" E, a distance of 154.28 feet to a point from which a found brass disc
stamped TxDOT bears 5 770 41' 03" E, a distance of 0.21 feet,
(5) S 760 40' 57" E, a distance of 120.00 feet to a point from which a found brass disc
stamped TxDOT bears N 560 13' 21" E, a distance of 0.24 feet,
(6) S 450 55' 42" E, a distance of 116.36 feet to a point from which a found brass disc
Page 1 of 3
12345
/071
Temporary Construction Easement
C. Medlin Survey, Abstract No. 823
3.056 Acres
FN 0-2765
EH&A Job No. 16156-01
Revised April 1, 1996
stamped TxDOT bears S 81 0 16' 28" E, a distance of 0.48 feet,
(7) S 750 22' 01" E, a distance of 296.04 feet to a found brass disc stamped TxDOT,
(8) N 690 31' 38" E, a distance of 99.29 feet to a point being in a circular curve to the right
having a radius of 5,709.58 feet from which a found brass disc stamped TxOOT bears
S 800 35' 51" W, a distance of 0.65 feet,
(9) along said curve to the right having a delta angle of 020 02' 59", an arc distance of
204.26 feet and having a chord which bears S 720 05' 24" E, a distance of 204.25 feet
to a point from which a found brass disc stamped TxDOT bears N 490 35' 01" W, a
distance of 0.26 feet, and
(10) S 71003' 54" E, a distance of 736.95 feet to the POINT OF BEGINNING and containing
1 .132 acres or 49,318 square feet of land, more or less.
PART TWO
BEGINNING at a point aforementioned in Permanent Utility Easement Exhibit "A";
THENCE S 180 56' 06" W, a distance of 60.00 feet to a point;
THENCE N 710 03' 54" W, a distance of 320.00 feet to a point;
THENCE N 180 56' 06" E, a distance of 60.00 feet to a point;
THENCE S 710 03' 54" E, a distance of 320.00 feet to the POINT OF BEGINNING, and containing
0.441 acres, or 19,200 square feet of land, more or less.
PART THREE
BEGINNING at a point aforementioned in Permanent Utility Easement Exhibit" A ";
THENCE S 020 55' 12" E, a distance of 62.93 feet to a point;
THENCE N 750 22' 01" W, a distance of 324.71 feet to a point;
THENCE N 750 07' 03" W, a distance of 375.52 feet to a point;
THENCE N 630 37' 03" W, a distance of 55.84 feet to a point;
THENCE N 000 58' 56" W, a distance of 67.56 feet to a point;
THENCE S 630 37' 03" E, a distance of 80.85 feet to a point;
THENCE S 750 07' 03" E, a distance of 369.35 feet to a point;
THENCE S 750 22' 01" E, a distance of 305.60 feet to the POINT OF BEGINNING, and containing
1.041 acres, or 45,356 square feet of land, more or less.
Page 2 of 3
12345
1072
Temporary Construction Easement
C. Medlin Survey, Abstract No. 823
3.056 Acres
FN D-2765
EH&A Job No. 16156-01
Revised April 1, 1996
PART FOUR
BEGINNING at a point aforementioned in Permanent Utility Easement Exhibit "A";
THENCE S 700 24' 56" W, a distance of 133.72 feet to a point;
THENCE N 680 38' 25" W, a distance of 179.40 feet to a point;
THENCE N 220 54' 17" W, a distance of 123.27 feet to a point;
THENCE S 660 44' 34" E, a distance of 86.63 feet to a point in the south line of Highway 114;
THENCE S 220 54' 17" E, with the south line of Highway 114, a distance of 35.49 feet to a point in
the west line of the future Trophy Club Drive;
THENCE S 680 38' 25" E, with the south line of Highway 114, a distance of 131.70 feet to a point
in the east line of the future Trophy Club Drive;
THENCE N 700 24' 56" E, with the south line of Highway 114, a distance of 38.71 feet to a point
being in a circular curve to the left having a radius of 5,779.58 feet;
THENCE leaving said line and along said curve to the left having a delta angle of 000 56' 02", an arc
distance of 94.19 feet and having a chord which bears S 700 00' 55" E, a distance of 94.19 feet to
to the POINT OF BEGINNING, and containing 0.442 acres, or 19,256 square feet of land, more or less
for a total area of 3.056 acres or 133,130 square feet of land, more or less.
SURVEYOR'S CERTIFICATE
TO ALL PARTIES INTERESTED IN TITLE TO THE PREMISES SURVEYED, I DO HEREBY CERTIFY THAT
THE ABOVE LEGAL DESCRIPTION WAS PREPARED FROM PUBLIC RECORDS AND FROM AN ACTUAL
AND ACCURATE SURVEY UPON THE GROUND AND THAT SAME IS TRUE AND CORRECT.
Company Name:
Esoev. Huston & Associates. Inc.
By:
%r.)J~
-~- -
Surveyor's Name:
R. David Strutton
Registered Professional Land Surveyor, Texas No.
4312
~~:;~~;:~:. -,.
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.~<~j.:>;:~.r
Date of Survey:
October. 1993
Page 3 of 3
12345
1073
SU~VEY: C. MEDLIN A-823
LOCATION: DENTON COUNTY, TEXAS
EASEMENT ACOUISlnON:-A- 0.833 AC. 36307 SO. FrS- 3.056 AC. 133130 SO. FT.
WHOlE PROPERTY ACREAGE: 1968.563 AC.
PLA T OF EXHISIT "A" & "s"
DENTON CREEK REGIONAL
WASTEWATER SYSTEM
DENTON CREEK PRESSURE SYSTEM
PHASE III\SECTION II
PARCEL NO. 12
CITY OF SOUTHLAKE
667 NORTH CARROL AVENUE
SOUTHLAKE, TEXAS 76092
PMClNCT LINE RD.
--, Z--.r
"1-
......
......
WESTLAKE INVESTMENTS. L TO.
RECORD NO. 93-R0031669
D.R.D.C.T.
TRACT 2
(CALLED 1968.563 AC.)
DATED 5-17-93
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eo' WlOE TEWPORARY
CONSTRUCTION ESUT
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N 49'35'01. W
0.26'
EXHIBIT "B.
TEMPORARY
CONSTRUCTION ESUT__
C. MEDLIN SURVEY
ABSTRACT NO. 823
~./~;
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POB -B-
PART FOUR
rHO TXOOT DISC
EXHItllT "8"
SO' YIIOE TElotPORARY
CONSTRUCllON ESUT
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.... ~~~
......... <:I
........
rHO TXOOT DISC
S 8"6'28. E
0.48'
F'NO TXOOT DISC
N 54'3'21. E
0.24'
F'NO TXOOT DISC
S 15"54'06. W
0.21'
T11
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ABSTRACT NO. 823
rHO TXOOT DISC
S 77"41'03. E
0.21'
WESTLAKE INVESTMENTS. L TO.
RECORD NO. 93-R0031669
D.R.D. C. T.
TRACT 2
(CALLED 1968.563 AC.)
DATED 5-17-93
PAGE 1 OF 2
EM:~ S..ev,
B..to. .
~ A..oolat.., I...
Engineering & Environmental Consultants
13800 Montfort Drive. Suite 230
Dallas. Texas 75240 (214) 387-0771
~~J2t~
R. David Strutton R.P.L.S. 4312
~.
,~."
PREPARED BY
CHECKED BY
DATE
E.H. & A. JOB/TRACT
GC
OS
REV 4 /1 /96
16156/P12-1
SCALE: 1" = 200'
/~,~,:J.
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1.::. ~., " ~,./
~~ lI[COlIDS
12345
I 0 7 L~
SUR'vt:'(: C. MEDLIN A 823
LOCATION: DENTON COUNTY, TEXAS
EASEMENT ACQUISITION:"A" 0.8.3.3 AC. .36307 SQ. FT."S" 3.056 AC. 133130 SQ. FT.
'M-iOLE PROPERTY ACREAGE: 1968.563 AC.
PLAT OF EXHIBIT itA.' & "8"
T1 5 00"24'43" E 15.90'
T2 5 00"24'43" E 15.90'
T3 5 69"31'38" W 98.62'
T4 N 70"24'56" E 23.45'
T5 N 70"24'56" E 23.36'
T6 N 69"31'38" E 98.96'
T7 S 18"56'06" w 60.00'
T8 N 18"56'06" E 60.00'
T9 S 02-55'12" E 62.93'
T10 N 63"37'03" W 55.84'
T11 N 00"58'56" W 67.56'
T12 N 84"36'16" E 154.28'
T13 S 76"40'57" E 120.00'
T14 S 45-55'42" E 116.36'
T15 N 69"31'38" E 99.29'
T16 S 63"37'03" E 80.85'
T17 N 70"24'56" E 38.71'
T18 S 70"24'56" W 133.72'
T19 N 68-38'25" W 179.40'
T20 N 22"54'17" W 123.27'
TZ1 S 66"44'34" E 86.63'
T22 S 22"54'17" E 35.49'
T23 S 68-38'25" E 131. 70'
WAP 17 WHOlE PROPERTY ANI) TAI<INC
EM. E.peJ',
Bu.to. .
~ A..oelate.,Ia..
Engineering &' Environmenfal Consultanfs
13800 Monffort Drive. Suite 230
Dallas. Texas 75240 (214) 387-0771
PREPARED BY
CHECKED BY
DATE
E.H. & A. JOB/TRACT
GC
DS
REV 4/1/96
16156/P1Z-Z
DENTON CREEK REGIONAL
WASTEWATER SYSTEM
DENTON CREEK PRESSURE SYS~
PHASE III\SECnON II
PARCEL NO. 12
CITY Of' SOUTHLAKE
667 NORTH CARROl AVENUE
SOUTHLAKE, TEXAS 76092
C1
Radius = 5679.58
Delta" 01"56'51"
Arc" 193.06
Ch. = 193.05
C.B. = N 72"02'ZO" W
C5
Radius = 5779.58
Delta .. 00'56'02"
Arc.. 94.19
Ch. = 94.19
C.B. .. S 70"00'55" E
C2
Radius = 5779.58
Delta :I 04"43'46"
Arc = 477.07
Ch. = 476.93
C.B. = N 71"54'47" W
C7
Radius = 5749.58
Delta = 04'Z4'OO"
Arc = 441.55
Ch. .. 441.44
C.B. :I S 72'06'20" E
C3
Radius = 5764.58
Delta = 04"33'56"
Arc .. 459.34
Ch. .. 459.Z2
C.B. = S 72'00'32" E
C8
Radius = 5709.58
Delta" 02'OZ'59"
Arc .. 204.26
Ch. :I 204.25
C.B. = S 72"05'24" E
C4
Radius.. 5694.58
Delta - 01'59'56"
Arc .. 198.66
Ch. = 198.65
C.B. = S 72'03'52" E
PAGE 2 OF 2
. - ....-...
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SCALE: 1" = 200'
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075
0196080986
CITY SOUTHLAKE
667 N CARROLL AVE
SOUTHLAKE, TX
76092
-W A R N I N G-THIS IS PART OF THE OFFICIAL RECORD--D 0 NOT DES T ROY
I N D E XED -- TAR RAN T C 0 U N T Y T E X A S
S U Z ANN E HEN D E R SON -- COUNTY CLERK
OFF I C I A L R E C E I P T
T 0: CITY OF SOUTHLAKE
RECEIPT NO
196182162
REGISTER RECD-BY
DR93 T000224
PRINTED DATE TIME
04/29/96 10:58
1
INSTRUMENT FEECD
D196080986 WD
INDEXED TIME
960429 10:58
CG
TOT A L
DOCUMENTS: 01
FEE S:
47.00
&-
B Y:
ANY PROVISION WHICH RESTRICTS THE SALE RENTAL OR USE
OF THE DESCRIBED REAL PROPERTY BECAUSE OF COLOR OR RACE
IS INVALID AND UNENFORCEABLE UNDER FEDERAL LAW.
,"" r,' 'M-~
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