HomeMy WebLinkAboutORD 1985-060 ORDINANCE NO. 85-60
AN ORDINANCE AMENDING ORDINANCE NO. 82-73,
THE COMPREHENSIVE ZONING ORDINANCE OF THE
CITY OF GRAPEVINE, TEXAS, SAME BEING ALSO
KNOWN AS APPENDIX "D" OF THE CITY CODE OF
GRAPEVINE, TEXAS, GRANTING A ZONING CHANGE
ON A TRACT OF LAND DESCRIBED AS BEING A
TAT, TRACT, OR PARCEL OF LAND LYING AND
BEING SITUATED IN THE COUNTIES OF TARRANT
AND DALLAS, IN THE CITY OF GRAPEVINE,
TEXAS, MORE FULLY AND COMPLETELY DESCRIBED
IN THE BODY OF THIS ORDINANCE; ORDERING A
CHANGE IN THE USE OF SAID PROPERTY FROM
"PID" PLANNED INDUSTRIAL DISTRICT TO NEW
ZONING DISTRICTS AS FOLLOWS: "R--MF-1"
MULTI-FAMILY DWELLING DISTRICT ON TRACT 1;
"R-MF-2" MULTI-FAMILY DWELLING DISTRICT ON
TRACT 2; "CC" COMMUNITY COMMERCIAL ZONING
DISTRICT ON TRACT 3; "CC" COMMUNITY COM-
MERCIAL ZONING DISTRICT ON TRACT 4; "HCO"
HOTEL/CORPORATE OFFICE DISTRICT ON TRACT 5;
"CC" COMMUNITY COMMERCIAL ZONING DISTRICT
ON TRACT 6; "CC" COMMUNITY COMMERCIAL
ZONING DISTRICT ON TRACT 8; AND "LI" LIGHT
INDUSTRIAL ZONING DISTRICT ON TRACT 9;
PROVIDING FOR ACCEPTANCE BY THE CITY OF
PROFFERED VOLUNTARY DEED RESTRICTIONS; COR-
RECTING THE OFFICIAL ZONING MAP; PRESERVING
ALL OTHER PORTIONS OF THE ZONING ORDINANCE;
PROVIDING A CLAUSE RELATING TO SEVER-
ABILITY; DETERMINING THAT THE PUBLIC
INTERESTS, MORALS AND GENERAL WELFARE
DEMAND A ZONING CHANGE AND AMENDMENT
THEREIN MADE; PROVIDING A PENALTY NOT TO
EXCEED THE SUM OF ONE THOUSAND DOLLARS
($1,000.00) AND A SEPARATE OFFENSE SHALL BE
DEEMED COMMITTED UPON EACH DAY DURING OR ON
WHICH A VIOLATION OCCURS; AND DECLARING AN
EMERGENCY
WHEREAS, applications were made to amend the Official Zoning Map, City of
Grapevine, Texas, by making applications for same with the Planning & Zoning
Commission of the City of Grapevine, Texas, as required by State statutes and
the zoning ordinances of the City of Grapevine, Texas, and all the legal
requirements, conditions and prerequisites having been complied with, the case
having come before the City Council of the City of Grapevine, Texas, after all
legal notices requirements, conditions and prerequisites having been complied
with; and,
WHEREAS, the City Council of the City of Grapevine, Texas, at a public
hearing called by the City Council did consider the following factors in
making a determination as to whether these requested changes should be granted
or denied; safety of the motoring public and the pedestrians using the
facilities in the area immediately surrounding the site; safety from fire
hazards and measures for fire control, protection of adjacent property from
flood or water damages, noise producing elements and glare of the vehicular
and stationary lights and effect of such lights on established character of
the neighborhood, location, lighting and types of signs and relation of signs
-: to traffic control and adjacent property, street size and adequacy of width
for traffic reasonably expected to be generated by the proposed use around the
site and in the immediate neighborhood, adequacy of parking as determined by
requirements of this ordinance for off-street parking facilities, location of
ingress and egress points for parking and off-street locating spaces, and
protection of public health by surfacing on all parking areas to control dust,
effect on the promotion of health and the general welfare, effect on light and
air, the effect on the overcrowding of the land, the effect on the
concentration of population, the effect on the transportation, water,
sewerage, schools, parks and other facilities; and,
WHEREAS, the City Council of the City of Grapevine, Texas, at a public
hearing called by the City Council of the City of Grapevine, Texas, did
consider the following factors in making a determination as to whether this
requested change should be granted or denied; effect on the congestion of the
streets, the fire hazards, panics and other dangers possibly present in the
securing of safety from same, the effect on the promotion of health and the
general welfare, effect on adequate light and air, the effect on the
overcrowding of the land, the effect on the concentration of population, the
effect on the transportation; water, sewerage, schools, parks and other public
facilities; and,
WHEREAS, the City Council further considered among other things the
n, character of the district and its peculiar suitability for particular uses and
with the view to conserve the value of buildings, encourage the most
appropriate use of land throughout this city; and,
WIMREAS, the City Council of the City of Grapevine, Texas, does find that
there is a public necessity for the zoning change, that the public demands it,
that the public interest clearly requires the amendment, that the zoning
changes do not unreasonably invade the rights of those who bought or improved
property with reference to the classification which existed at the time their
original investment was made; and,
WHEREAS, the City Council of the City of Grapevine, Texas, does find that
the change in zoning lessens the congestion in the streets, helps secure
safety from fire, panic and other dangers; promotes health and the general
welfare; provides adequate light and air; prevents the overcrowding of land;
avoids undue concentration of population; facilitates the adequate provisions
of transportation, water, sewerage, schools, parks and other public
requirements; and,
WHEREAS, the City Council of the City of Grapevine, Texas, has determined
that there is a necessity and need for this change in zoning and has also
found and determined that there has been a change in the conditions of the
" property surrounding and in close proximity to the property requested for a
change since this property was originally classified and therefore, feels that
a change in zoning classification for the particular piece of property is
needed, is called for, and is in the best interest of the public at large, the
citizens of the City of Grapevine, Texas, and helps promote the general
health, safety, and welfare of this community.
NOW, THEREFORE, BE IT ORDAINED By THE CITY COUNCIL OF THE CITY OF
GRAPEVINE, TEXAS:
Section 1. That the City of Grapevine Ordinance No. 82-73, being the
Comprehensive Zoning Ordinance of the City of Grapevine, 'Texas, same being
also known as Appendix "D" of the City Code of Grapevine, Texas, be, and the
same is hereby amended and changed in that the use of the following described
property, to-wit:
Being a tract of land located in the Counties of Tarrant and Dallas, in
the City of Grapevine, Texas, more fully and completely described in Exhibit
"A", attached hereto and made a part hereof, which was previously zoned
"PID" Planned Industrial District is hereby changed as follows:
Tract 1 to "R-MF-1" Multi-Family Dwelling District,
Tract 2 to "R-MF-2" Multi-Family Dwelling District,
Tract 3 to "CC" Community Commercial Zoning District,
Tract 4 to "CC" Community Commercial Zoning District,
Tract 5 to "HOD" Hotel/Corporate Office District,
Tract 6 to "CC" Community Commercial Zoning District,
Tract 7 to remain "PID" Planned Industrial District,
Tract 8 to "CC" Community Commercial Zoning District, and
Tract 9 to "LI" Light Industrial Zoning District,
as shown on Exhibit "B", attached hereto and made a part hereof, all in
accordance with Comprehensive Zoning Ordinance No. 82-73, as amended, and
providing for acceptance by the City of proferred voluntary deed restrictions
("Deed Restrictions") , attached hereto and made a part hereof as Exhibit "C",
and a letter agreement ("Letter Agreement") also volunteered by the owner,
attached hereto and made a part hereof as Exhibit "D".
Section 2. The Deed Restrictions and the Letter Agreement have been
proferred by the owner, 519 Grapevine Joint Venture, and duly accepted by the
City for filing, which Deed Restrictions and Letter Agreement address donation
of a park site and funds for park improvements, donation of a site for
location of a fire station, donation of a school site or funds for school
improvements, and the maximum number of and location of residential units,
amongst other matters.
Section 3. The City Manager is hereby directed to correct the official
zoning map of the City of Grapevine, Texas, to reflect the herein change in
zoning.
Section 4. That in all other respects the use of the tract or tracts of
land herein above described shall be subject to all the applicable regulations
contained in said City of Grapevine zoning ordinance and all other applicable
and pertinent ordinances of the City of Grapevine, Texas.
Section 5. That the zoning regulations and districts as herein
established have been made in accordance with the comprehensive plan for the
purpose of promoting health, safety, morals and the general welfare of the
community. They have been designed with respect to both present conditions
and the conditions reasonably anticipated to exist in the foreseeable future,
to lessen congestion in the streets; to secure safety from fire, panic, flood
and other dangers; provide adequate light and air; to prevent overcrowding of
land, to avoid undue concentration of population; facilitate the adequate
provisions of transportation, water, sewerage, drainage and surface water,
parks and other public requirements, and to make adequate provisions for the
normal business, commercial needs and development of the community. They have
been made with reasonable consideration, among other things, of the character
of the district, and its peculiar suitability for the particular uses and with
a view of conserving the value of buildings and encouraging the most
appropriate use of land throughout the community.
Section 6. This ordinance shall be cumulative of all other ordinances of
the City of Grapevine, Texas, affecting zoning and shall not repeal any of the
provisions of said ordinances except in those instances where provisions of
those ordinances which are in direct conflict with the provisions of this
ordinance.
Section 7. That the terms and provisions of this ordinance shall be
deemed to be severable and that if the validity of the zoning affecting any
portion of the tract or tracts of land described herein shall be declared to
be invalid, the same shall not affect the validity of the zoning of the
balance of the tract or tracts of land described herein.
Section 8. That any person or corporation who shall violate any of the
provisions of this ordinance or fail to comply therewith, or with any of the
requirements thereof, or who shall build or alter any building or use in
violation of any detailed statement or plan submitted and approved hereunder,
shall be guilty of a misdemeanor and shall be liable to a fine of not more
than one thousand dollars ($1,000.00) , and each day such violation shall be
permitted to exist shall constitute a separate offense. The owner or owners
of any building or premises, or part thereof, where anything in violation of
this ordinance shall be placed or shall exist, and any architect, builder,
contractor, agent, person, or corporation Employed in connection therewith,
and who may have assisted in the cowmission of any such violation, shall be
guilty of a separate offense and upon conviction shall be fined as herein
provided. The City of Grapevine, likewise, shall have the power to enforce
the provisions of this ordinance through civil court action as provided by
state law.
Section 9. The fact that the present zoning ordinance and regulations of
the City of Grapevine, Texas are inadequate to properly safeguard the health,
safety, morals, peace, and general welfare of the inhabitants of the City of
Grapevine, Texas, creates an emergency for the immediate preservation of the
public business, property, health, safety and general welfare of the public
which requires that this ordinance shall become effective from and after the
date of its final passage, and it is accordingly so ordained.
PASSED AMID APPROVED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS
on first reading this 24th day of September, 1985.
PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS
on second reading this 1st day of October 1985.
APPROVED:
Mayor
ATTEST:
Q�I.C.VL�
City Secretary
APPROVED AS TO FORM AND LEGALITY:
City Attorney
EXHIBIT "A", PAGE I OF 12
ORDINANCE NO. 85-60
TRACT l
~ `
RMF-1
' Being part of the J.M. Baker Survey, Abstract No, 1691, Dallas County, J. M.
Baker Survey, Abstract No. 167, Tarrant County, T. R. Cousy Survey, Abstract
No. 317, Dallas County, C. S. Duonagon Survey, Abstract No. 1855, DulIoo
County, John Holland Survey, Abstract No. 614, Dallas County, and a part of
all of those certain tracts conveyed to Trustee, E-Systems, Inc. , pool Trust,
recorded in Volume 8]2]5, Page 5005. and Volume 84014, Page 3575, Deed
Records, Dallas County, Texas, County Clerks No. 3391, Deed Records, Denton
County, Texas, and Volume 7723, Pu&o 289, Deed Records, Tarrant County, Texas,
and being more particularly described as follows:
(]0M|',N(]NG at : |^`io/ oil the oorLkv,st line of State Highway 121 ( 100 foot
right-of-way ) , |x`iu' also bojoX iho rronuioA of ih» Northwest ]ipu of State
Highway 121 with the Uroi line of said UuunuAoo Survey and the East line of
said (Xbaox Survey; point also being S 440 12' 00^ W. u distance of 58].8]
[cci from Uv' |wio' of ioLorsocLim/ of said Northwest line of State Highway
121 with i\u` .'cxt ,r\ ioe of 1OhxcxLL RuoJ (50 foot right-of-way);
N 01^ U\ ' 47" [, along the Huat ] ixn of the said Uunmognx Survey.
same being the EuxL line of the said Gibson Survey, o JioLuncn of 1594.31 feet
^~~ iu / h, |Y)lNT OF kECMHlNC`
"
ll|[NC[, N U|^ 01 ' 47" C, continuing along said Uounu\�m Survey and Ciheou
Survey comnxxn ]ix, u distance of 286.40 feet to a point at the Northeast
corner of the said Cihsux Survey and the SuothcooL corner of the said Baker
Survey;
TUENC[, N U8" 52' 20" W' along the common ]inc of the Baker Survey and the
Gibson Survey, : distance of 1815.53 [ceL to u point for corner;
N 25° 16' }O« K, a distance of 3. 17 /ccL to u point for corner on the
Southeast lino of u 60 foot wide road`
.
TUF.KC[. N 64^ 41' 10 " [, o]ox8 said 3ooU/casi line, u dipLmncc of 545.99 feet
to u point for comer;
T |FNCC, 0 42° 21 ' ]]o K. along the Northeast line of said 60 foot vide road, x
distance of 125,82 feet to o point for corner on the cenLcrline of Denton
Creek;
?l|[N[V. 0 69" 02' 56" C, along said Denton Creek centerline, a distance of
67.97 [ccL /o u point (vr corner;
1]|[H(U4 N 47, 30' 54" L, along dhr cenLcr] ixe of Drx(wn (|cc,k, u distance of
669. 11 feet to a point for corner;
1l|ENCE` N l]" 20/ 56" C. along the centerline of Denton Creek, o distance of
449,00 [ceL to u point for corner ;
TDFACC. 0 84» 37/ 56» E, along the centerline of Denton Creek, u distance of
3/4,80 feet to o point for corner;
l]UNCC. 0 480 59' 56" C, along the centerline of Denton Creek, u distance of
/2/.80 feet to a point for corner;
EXHIBIT "A", PAGE 2 OF 12
ORDINANCE NO. 85-60
TRACT 1 CONTINUED
THENCE, N 140 37' 49" E, along the centerline of. Denton Creek, a distance of
236.94 feet to a point for corner;
THENCE, N 78° 06' 00" E, a distance of 41 . 12 feet to a point for corner on the
East line of the said Dunnagan Survey, same being the West line of the said
Cousy Survey;
`1'IIENCE, N O1° 06' 23" E, along the common line of said Dunnagan Survey and
said Cousy Survey, a distance of. 537.50 feet to a point for corner on the
Dallas and Denton Counties common line, said point also being the Northwest
corner of the Cousy Survey;
S 14' SO' 15" I-;, a distance of 1834 . 51 feet to a point for corner ;
Tlll;i,(;E, S 66' 33' U7" W, a distance of 77 .01 feet to the beginning of a curve
to the .left ;
I'Ill M't:, along said curve to the ]eft, havin a central angle of 78' 13' 47", a
r,idius of 1020.00 feet, a tangent length of 829.37 feet, and an arc distance
of 1392.68 feet to Lhe end of said curve and the beginning; of another curve to
the 1(4L;
along; siaid curve to the left , having; a central ang;l(-, of 05° 00' 49", a
radius of BUO.00 feel, a tang;enL length of 35.02 feet., and an arc distance of
70.00 feet. to the POINT OF B1:GINNING;
CO^T,%1NTN(;; , 56.94 acres of land.
EXHIBIT -A", PAGE 3 OF 12
ORDINANCE No. 85-60
TRACT 2
RMF-2
Being part of J.M. Baker Survey, Abstract No. 167, The J. Gibson Survey,
Abstract No. 587, and the H. Suggs Survey, Abstract No. 1415, and being part
of those certain tracts conveyed to Trustee, E-Systems, Inc. , pool Trust, by
Deed Recorded in Volume 83235, Page 5005, and Volume 84014, Page 3575, Deed
Records, Dallas County, Texas; County Clerks No. 3391 , Denton County, Texas;
and in Volume 7723, Page 289, Deed Records, Tarrant County, Texas, and being
more particularly described as follows:
BEGINNING at the most southerly southeast corner of said E-Systems Tract, said
Loins being situated on the centerline of Thweatt Road, a 40 foot wide
UndvdiCnLvd tonnty road;
THENCF, N -87" Ir 01" W, a distance of 371 .84 feet to a point for corner;
N (tl' :38' 35" 14, a distance of 423.88 Evot along the west line of said
Suggs Survey to a point for corner;
THENCE,, N 04' 52' 37" E, along said west line of Suggs Survey, a distance of
71),W Wet to tbv northwest corner of the Suggs Survey at the Southwest
corner of said Gibson Survey to a point for corner;
THEM, S 850 470 23" E, along the South line of the Gibson Survey, a distance
of 694.00 feet to a point for corner;
N 03' 57' 37" E, a distance of 990.65 feet to a point for corner in
the center of Denton Creek;
THENCE, N 20- 47' 05" E, along the centerline of Denton Creek, a distance of
654.0 feet to a point for corner;
I I I-NCF, i'l :30- 13- (MY' E, along the centerline of Denton Creek, a distance of
788.00 feet to a point for corner;
THENCE', 14 07- 14' .40- E, along the centerline of Denton Creek, a distance of
528. 32 feet to a point for corner;
T I I I--', N 42' 32 ' 56" E, along the cvnterline of Denton Creek, a distance of
851 .80 feet to a point for corner;
T1110T, M 700 43' 54" E, along the centerline -of Denton Creek, a distance of
375.20 Wet to a point for corner ;
T111'.NCE, S 89' 39' 04"' E, along the centerline of Denton Creek, a distance of
432. 10 feet to a point for corner ;
TUNCE, S 25- 46' 04" E, along the centerline of Denton Creek, a distance of
314.30 feet to a point for corner;
7i!� F:,-'CF, S 75' 36' 04'' E, along the centerline of Denton Creek, a distance of
13U. 37 feet to a point for corner;
EXHIBIT "A", PAISE 4 OF 12
ORDINANCE NO. 85-60
TRACT 2 {%]NTZ0UE%}
,
� ?BENCE. S Ol- 37' 22" W' a distance of 541 ,89 feet to o point for corner on
the north line of o bO font wide rood;
TllCNCE` S 64" 43' ID/' W' along said north line of a W] foot zuaJ, u distance
of 232.32 fcoL to n point for corner;
'D|[XCC. 3 21" 12/ 50" E, along the west ]inc of said 60 foot ruaJ, u distance
of 222. 59 feet to u point for corner;
THENCE, S 35' 42/ 30x W. continuing along said west line, a distance of 90.22
feet to o point for corner;
7UFHO". S 36" 54' 37" W, continuing along said west line, o distance of 325.65
[cct to o ynixL for corner ;
7l|[KC|,. S 70v 20/ 25" H` along the north line of said 60 [onL wide road, n
JisLaur, of 225'32 [net to x point for corner ;
r TlU N 87" 57' 10" W. u distance of 420.07 {euL to u point for corner;
IUEK(J�. 3 UU^ 50/ 59" E, a distance of 742. 73 feet to o point for corner on
the uzunr} ixc of 3hvcoLi Road, a 40 [uoc unJudicuLod county road;
7JU�K(3�, S 76" 36' 00x K, continuing along said rouLcrlinc of 1lhvcuic RouJ ,
said ccnLer] iuc also being the nucLhvryc property ]inc of the H.W. Klein
7racL, o distance of 188,31 feet to u point corner;
TUEKCE. S 680 31 / OU" W. along said ccntor] iuu, a distance of 258.23 [oct to o
point--�---[uc corner;
THEM, S 58" 41 / 00" N, a)o//8 said cenLcrIioe, a distance of 241 '74 feet to a
point--�---[uc ronnr^
7||MC|/. S 51" 42' 00" W. along said coxLcrlixc. u distance of 247.43 [ceL to a
point for corner ;
THENCE, 3 37" 23' 00" W, along said cpnierlixc, o distance of 247,41 {ceL to o
point--�---[or corner;
'F|<[NCE. S ]U" 32' UO// W. along said c,utur]i/`'.. a distance of 1578. 12 feet to
o }/uia for corner;
�~~ '0[HCE. S 18" 36' UOn W. along said centerline, u distance of 289.62 Fcrc to
U/c 1'01""l' N/
()UX?A}NTKC, 111 ,69 acres of land .
EXHIBIT W, PAGE 5 OF 12
ORDINANCE NO. 85-60
TRACT 3
CC (NORTH ALONG DENTON CREEK)
Being a part of the J. M. Baker Survey, Abstract No. 167 and the J. Gibson
Survey, Abstract No. 587 and being a part of those certain tracts conveyed to
Trustee, E-Systems, Inc. , Pool Trust, by Deed Recorded in Volume 83235, Page
5005, and Volume 64014, Page 3575, Deed Records of Dallas County, Texas;
County Clerks No. 3391 , Denton County, Texas; and in Volume 7723, Page 289, of
the Deed Records of Tarrant County, Texas, and being more particularly
described as follows:
C01,-11-NC ING at Lhe most southerly southeast corner of the aforementioned E-
Systems Tract I, said point being on the centerline of Thweatt Road, a 60 foot
wide undedicated county road, and also being the northwest boundary line of
the H.W. Klein 131 .34 acre tract as described in the Deed Records of Tarrant
County, Texas;
,rillN('E, N la° 30' 00" E, along said centerline of Thweatt Road, a distance of
209.0 feet to a point for corner;
y
TIIENCE, N 30° ',2' 00'' E, along said centerline, a distance of 1578. 12 feet to
a point for corner;
THENCE, N 37° 23' 00'' E, along said centerline, a distance of 247.41 feet to a
point for corner;
T111;?:CE', N 51° 42' 00" E, along said centerline, a distance of 247.43 feet to a
point for corner;
THENCE, N 58° 41 ' 00" E, along said centerline, a distance of 241.74 feet to a
point for corner;
THENCE, N 68' 31 ' 00" E, along said centerline, a distance of 258.23 feet to a
point for corner;
THENCE, N 76° 36' 00'' E, along said centerline, a distance of 188.31 feet to a
point for corner;
THENCE, N 00° 50' 59" W, a distance of 742.73 feet to a point for corner;
T11M.' :, S 87° 57' 10" E, a distance of 420.07 feet to a point for corner;
TIIEN(.I:, N 700 20' 2.5" E, along the northwest line of a 60 foot wide road, a
distance of 225.32 feet to a point for corner;
N 36' 54' 37" E, along said northwest line, a distance of 325.65 feet
to a point for corner;
TIWNCE, N 35' 42' 30" E, along said northwest line, a distance of 90.22 feet
to a point for corner;
THENCE, N 21° 12' 50" W, along the southwest line of said 60 foot wide road, a
distance of 222.59 feet to a point for corner;
THENCE, N 640 43' 10" E, along the northwest line of said 60 foot wide road, a
distance of 252.32 feet to the POINT OF BEGINNING;
EXHIBIT "A", PAGE 6 OF 12
ORDINANCE NO. 85-60
TRACT 3 CONTINUED
THENCE, N Ol° 37' 23" E, a distance of 541.89 feet to a point for corner on
cne centerline of Denton Creek;
HENCE, S 750 36' 04" E, along said creek centerline, a distance of 646.13
feet to a point for corner;
TnENCE, N 69° 02' 56" E, along said creek centerline, a distance of 73.58 feet
no a point for corner, said point being the northwest corner of the
norementioned 60 foot- wide road;
Tf'ENCE, S 42° 21 ' 50" E, along the southwest line of said road, a distance of
68. 14 feet to a point for corner;
TIIENCE, S 64° 43' 10" W, along the northwest line of said 60 foot road, a
distance of 835.87 feet to the POINT OF BEGINNING;
CONTAINING, 4.65 acres of land.
EXHIBIT 'W , PAGE 7 OF 12
ORDINANCE NO. 85-60
TRACT 4
CC (SOUTH FRONTING ALONG THWEATT ROAD)
Being a part of the J. Gibson Survey, Abstract No. 1715, Dallas County, J.
Gibson Survey, Abstract No. 587, Tarrant County, Texas and being all of those
certain tracts conveyed to Trustee, E-Systems, Inc. , Pool Trust, recorded in
Volume 83235, Page 500, and Volume 83235, Page 5005, and Volume 84014, Page
3575, Deed Records, Dallas County, Texas, County Clerics No. 3391, Deed
Records, Denton County, Texas, and Volume 7723, Page 289, Deed Records,
Tarrant County, Texas, and being more particularly described by metes and
bounds as follows:
C01�1"•11:NCIN(;, at a point in the present Northwest line of State Highway 121, a
100 toot. right-of-wrl} , said point also being the crossing of the said present
Northwest line of State Highway 121. and the west line of the said Dunriagan
Survey and the east line of the said Gibson Survey, point also being S 44' 12'
W, a distance of 583.81 feet from the point of intersection of the said
present nort_hwesC line of. State Highway 121 and the present center line of
Thweatt I;oad, a 50 foot right-of-way road, point also being the most Easterly
Southeast corner of said E-Systems tract;
TIII"NC17, N 01' 01 ' 47" 17, a distance of 1880.78 feet along an existing fence
line to a 3/8 inch iron rod at a fence corner post for corner;
THENICF, N 88' 52' 20" W, a distance of 1815.53 feet along an existing fence to
an iron pipe found for corner; and the true POINT OF BEGINING;
TIIF;47E, S 000 53' 27" W, a distance of 1563.49 feet passing along a meandering
fence to an iron rod found for corner in the present center liiie of Thweatt
Road, an undedicated 40 foot wide county road at this point;
11117.NCE, 14 880 52' 30" W, a distance of 722.90 feet along the said present
center line of Thweatt Road to a railroad spike driven for corner;
TH(?NCI;, N 04' 17' 50" E, a distance of 656. 15 feet along an existing fence
line to an iron rod found at a fence corner post for corner;
THENCE, N 870 53' 54" W, a distance of 260.74 feet along an existing fence
line to an iron rod found for corner;
TIIF:NCE, Northeast along the southeast line of a 60 foot wide road the
following;:
N 70' 20' 25" E, a distance of 251 .98 feet to an iron rod found for
corner;
iJ 36' 54' 37" E, a distance of 344.29 feet to an iron rod found for
< . corner;
N 35° 42' 30" E, a distance of 123.24 feet to an iron rod found for
corner;
21' 12' 50" tJ, a distance of 199.11 feet to an iron rod found for
corner;
! 64' 43' 10" E, a distance of 567.52 feet to a point for corner;
S 25' 16' 50" E, a distance of 3. 17 feet to the POINT OF BEGINNING;
C '.TAINING, 20.84 acres of land.
EXHIBIT "A", DALE 8 OF 12
oRD]NANC3] N}. 85-60
TRACT 5
� 7_
HCO
Being u port of the C.S. Du000gon 3urvcy, Abstract No. 1655, Dallas County,
The John Holland Survey, Abstract No, 614, Dallas County' and also being a
pzcc of those certain tracts conveyed to Trustee, 2-3yutems, Inc. , Pool Trust,
Recorded in Volume 83235, Page 5005, and Volume 840I4, Page 3575, Deed Records
of Dallas County, Texas; County Clerks No. 3391 , Deed Records of Denton
[ouory, Texas; and Volume 7723, Page 289° Deed Records of Tarrant County,
Texas, and being more particularly described as follows:
C0�'�|CKINC, at a point on the Northwest line of State Highway 121 (100 foot
riqhL-of-way) , |/oioL also being the crossing of Northwest line of State
Highway 121 with the West line of said Duonugan Survey and the east line of
said Gibson Survey; point also being S 44" 12' UO" Q, o distance of 583.81
feet from the point of intersection of the said Northwest line of State
Highway 121 with the centerline of Ihyeatt Road (50 foot right-of-way) ;
THENCE, 0 Ol" Ol / 47" E. along the East line of the J. Gibson Survey, also
~~� -being----- the West line of said Duonzgun Survey, a distance of 1594.31 feet to a
\`ninL for corner;
�~^ TD CL , along a curve to the right, having a central angle of 05" 00' 49/'^ a
radius of 800.00 feet, u tangent length of 35.02 feet, and on arc distance of
7().00 [cct to the point of beginning; '
7OENCE, o]unS u curve to the right having u central angle of 78= lJ/ 47'`, a
radios of 1020,00 feet, o tangent length of 829.37, and an arc distance of
1392.08 feet to u point for corner;
THENCE, @ 60- 33' 07'/ E, a distance of 77.01 feet to u point for corner;
THENCE, � l�" 5O/ I�/' �, a distance o[ 2O,49 feet to a point for corner;
.
THENCE, S 33° 44/ 04'/ 2` a distance of 655,40 feet to u point for corner;
THENCE, S 49" 11' 39'' W° o distance of 252.58 feet to the beginning of a curve
to the------ left`
THENCE, along the curve to the left, having a central angle of 24" 25' 33/', u
radius of 1200.80 feet, u tangent length of 259'73 feet, and on arc distance
of 511 ,57 feet to the end of said curve to the left;
T}|F:'�'CC. along a curve to the left, having u central� angle of 40" lO' 04'', a
radius------ of 800.00 [oeL. o LuoQenL length of 292,50 feet, and an arc distance of
560.85 feet to the P0IQ2' OF BEGINNING;
=~~ C0%1Y\I110C, 17-06 acres of land.
'
EXHIBIT "A"' IAGE 9 OF 12
OIDIyMCI 0D. 85-60
IPACT 6
WWW
�
CC (ALONG S.B. 121)
Being a port of the C. S. Duonugau Survey, Abstract No. 1655, Dallas County,
' The John Holland Survey, Abstract No. 6I4. Dallas County, and the Jesse Moore
Survey, Abstract No, 908, Dallas County, and also being o part of those
certain tracts conveyed to Trustee, E-Systemu, Inc. , Pool Trust, recorded in
Volume 8]2]5, Page 5005, and Volume 84014, Page 3575, Deed Records of DuIIao
Cuu//ty, Texas; County Clerks No. 2291 ' Deed Records of Denton County Texas;
and Volume 7723, Page 289, Deed Records of Tarrant County, Texas, and being
uorc particularly described as follows:
DEClNNI(NG, at x point on the northwest line of State Highway 121 (100 toot
right-of-way) , point also being the crossing of the northwest line of State
Highway 121 with the ouot line of said Duonogan Survey and the east line of
said <Jksox Survey; point also being S 44= 12' 00" W' a distance of 583,81
[cot. [mm the point of intersection of the said northwest line of State
Highway [Zl with the ccoLcr]ioe of Thweott Road (50 foot right-of-way);
T?([%C�. N Ul^ Ul ' 47" C, along the east line of the said Gibson Survey and the
—West-----line of the said Du000guu Survey, a distance of 1594.31 feet to the
beginning of u curve to the right;
~~^^ 77TNCE, xlm'A the curve to the right, having a central angle of 45" lO' 52x, u
—radius----- of 800.00 feet, a LunAeoL length of 332.85 feet, and an arc distance of
630,S5 [cct to the end of said curve and the beginning of u curve to the
right;
THENCE, along the curve to the right, having a central angle of 24" 25' 33", a
—radius------ of 1200,00 feet, o tangent length of 259.73 feet, and an arc distance
of 511.57 [cci to the end of said curve;
0 49" lI' 39n %, u distance of 252.50 feet to u point for corner;
'[!|ENCC, S 34" 24^ 04/' E, u distance of 764,60 feet to u point for corner on
the northwest line of said State Highway 121 ;
T||[XCC, S 44" 12' 0O'/ W, along said northwest line, o distance of 2241 .16 feet
—to the----- POINT OF BEGINNING;
(1)N'D\TNI0G' 36,71 acres of land.
��~
EXHIBIT "A", PAGE 10 OF 12
ORDINANCE NO. 85-60
TRACT 7
REMAIN "PID" (ALONG SH 121)
Being a part of the T.W. Cousy Survey, Abstract No. 317, Dallas County, C.S.
Dunnagan Survey, Abstract No. 1655, Dallas County, John Holland Survey
Abstract No. 614, Dallas County, Texas, and being more particularly described
by metes and bounds as follows:
CC,•u•IENCING at a point in the present Northwest line of State Highway 121 , a
100 foot right-of-way, point also being the crossing of the said present
Northwest line of State Highway 121 and the West line of the said Dunnagan
Survey and the East line of the said Gibson Survey, point also being S 44' 12'
4, a distance of 583.81 feet from the point of intersection of the said
present Northwest line of State Highway 121 and the present center line of
Thweatt Road, a 50 foot right.-of-way road, ,point also being the most Easterly
Southeast corner of said E-Systems tract;
THENCE, N 44' 12' 00" E, a distance of 2241 . 16 feet along said present
Northwest line of State Highway 121 to the POINT OF BEGINNING;
TMUCE, N 34° 24' 04" W, a distance of 764.60 feet to a point for corner;
T1,IENCE, N 49° 11 ' 39" E, a distance of 1874.43 feet to the beginning of a
circular curve to the left;
THENCE, along said circular curve to the left having a central angle of 04'
49' 51", a radius of 1510.00 feet, a tangent length of 63. 70 feet and an arc
length of 127.32 feet to a point of tangency;
TEENCE, N 44° 12' 00" E, a distance of 1271 .67 feet to a point for corner;
THENCE, S 49° 28' 09" E, a distance of 585.76 feet to an iron rod for corner
in the said present Northwest line of State Highway 121;
TP-,NC,E, S 44° 12' ON W, a distance of 3454.85 feet along the said present
Northwest line of State highway 121 to the POINT OF BEGINNING;
CONTAINING, 48.96 acres of land.
EXHIBIT "A", PACE lI OF 12
OBDI0pQ0cE No. 85-60
TIACT 8
°
CC (D&LLAS COUNTY)
Being a part of the T.W. Couoy Survey, Abstract No. 317, Dallas County, The
.[nhn Holland Survey, Abstract No. 014, Dallas County, and also being o part of
those certain tracts conveyed to Trustee, E-Systems, Inc. , Pool Trust,
recorded in Volume 83235, Page 5005, and Volume 840I4, Page 3575, Deed Records
of Dallas County, Texas; County Clerks No. 3391 , Deed Records of Denton
County, Texas; and Volume 7723, Page 289, Deed Records of Tarrant County,
Texas, and being more particularly described as follows:
COMMENCING at u point on the Northwest lino of State Highway 121 /100 foot
right-of-way), point also being the crossing of the Northwest line of State
Highway 121 With the West line of said Doonognn Survey and the East line of
said Cihymn Survey; point also being S 44" 12' OOx W, a distance of 583,8I
feet. from the point of intersection of the said Northwest line of State
Highway 121 with Lhe centerline of TbneutL Road (50 foot right-of-way) ;
THENCE, U 44" 12' (X]" C, along the Northwest line of 3LeLe Highway 121 (lOO
[uoL right-of-way), a distance of 2241 .16 feet to a point for corner;
7U[>XJE. % 34° 24' 04" W. o distance of 784.00 feet to the POINT OF BEGINNING;
THENCE, N' 34" 24' 04" W, o distance of 655.40 feet to o point for corner;
THENCE, N 14" 50' 15" N, u distance of 493.93 feet to a point for corner;
THENCE, N bb" ]]' 07" E, o distance of 758.20 feet to the beginning of u cruve
to the left;
7DENCE, along the curve to the left, having e central uuQ]e of 19' 51` 59/', a
radius of 1025,00 feet, o tangent length of 179.50, and an arc distance of
355,40 feet to the end of said curve;
THENCE, N 46" 57' 21'/ E. o distance of 1121 . 18 feet to o point for corner;
TUENCC, S 88^ 34' 28// E. a distance of 1050,28 feet to a point for corner;
THENCE, S 49° 28' 09" C, a distance of 42-27 feet to o point for corner;
TD��CC, S 44" 12' OO" W. u distance of 1271 '07 feet to the beginning of a
curve to Lhe right;
7UFNCC, along the curve to the right, having a central nn8Ic of 04" 49' 51'/. a
radius of 1510'00 fcot, u tangent length of 62.70' and on arc distance of
127. 32 feet to the end of said curve;
w°~ 'O|FNCE, G ��° ll' ]9" ,N, a distance o{ l87�'�� feet �o the POINT U� DCCIN�I�C~
CO]7AINIXC. 57.01 acres of land.
EXHIBIT "A", PACE 12 OF 12
ORDINANCE NO. 85-60
TRACT 9
y h�.
LI (DALLAS COUNTY)
Being a part of the T.Q. Cousy Survey, Abstract No. 317, Dallas County, The
John Holland Survey, Abstract No. 614, Dallas County, and the Jesse Moore
Survey, Abstract No. 968, Dallas County, and also being a part of those
certain tracts conveyed to 'Trustee, E-Systems, Inc. , Pool Trust, recorded in
Volume 83235, Page 5005, and Volume 84014, Page 3575, Deed Records of Dallas
County, Texas; County Clerks No. 3391 , Deed Records of Denton County, Texas;
and Volume 7723, Page 289, Deed Records of Tarrant County, Texas, and being
more particularly described as follows:
CO:�u,IENCING at a point on the northwest line of State Highway 121 (100 foot
right-of-way) , point also being the crossing of the northwest line of State
Highway 121 with the West line of said Dunnagan Survey and the East line of
said Gibson Survey; point also being S 44' 12' 00" W, a distance of 583.81
feet from the point of intersection of the said northwest line of State
Highway 121 with the centerline of Thweatt Road (50 foot right-of-way) ;
r THENCE, N 44° 12' 00" E, along said Northwest line of State Highway 121 (100
foot right-of-way) , a distance of 2241 . 16 feet to a point for corner;
THENCE, N 34° 24' 04" W, a distance of 1420.00 feet to a point for corner;
THENCE, N 14° 50' 15" W, a distance of 493.93 feet to the POINT OF BEGINNING;
THENCE, N 14' 50' 15" W, a distance of 1361.07 feet to a point for corner on
the Dallas and Denton Counties Common line, said point also being the
Northwest corner of said Cousy Survey;
THENCE, S 88° 34' 36" E, along said common line a distance of 385.00 feet to a
point for corner on the centerline of Denton Creek;
THENCE, S 88° 34' 28" E, a distance of 1774.18 feet to a point for corner;
THENCE, S 46° 57' 21" W, a distance of 1121 .18 feet to the beginning of a
curve to the right;
THENCE, along the curve to the right, having a central angle of 19' 51 ' 59", a
radius of 1025.00 feet, a tangent length of 179.50 feet, and an arc distance
of 355.40 feet to the end of said curve;
THENCE, S 66° 37' 07" W, a distance of 758.20 feet to the POINT OF BEGINNING;
CONTAINING, 37.03 acres of land.
EXHIBIT "B" TO
ORDINANCE NO. 85-60
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EXHIBIT "C" TO
ORDINANCE NO. 85-60
DEED RESTRICTIONS
THE STATE OF TEXAS
§ KNOW ALL MEN BY THESE PRESENTS:
COUNTIES OF DALLAS,
DENTON and TARRANT
That 519 GRAPEVINE JOINT VENTURE, a Texas joint venture
( "Owner") , is the owner of certain property ( "Property" ) situated in
Dallas, Denton and Tarrant Counties, Texas, as evidenced by a Deed
dated February 17, 1984 and recorded in Volume 84034, Page 155 in the
Deed Records of Dallas County, Texas, a Deed dated February 15, 1984
and recorded in Volume 1342, Page 819 in the Deed Records of Denton
County, Texas, and a Deed dated February 15, 1984 and recorded in
Volume 7745, Page 474 in the Deed Records of Tarrant County, Texas,
and more particularly described in field notes marked Exhibit "All
attached hereto and made a part hereof for all purposes.
That the undersigned does hereby impress the Property with the
following deed restrictions, to-wit:
1. Multiple family uses are permitted only on the
Buildable Areas as generally indicated on the site
plan attached hereto and made a part hereof and marked
Exhibit "B" (hereinafter "Site Plan") . The exact
location of the Buildable Areas is more particularly
described in Exhibit "C" attached hereto and made a
part hereof.
2 . The maximum number of multiple family dwelling units
on the Property shall be limited to 2,007 dwelling
units.
3 . Multiple family structures must comply with the
acoustical requirements attached hereto and made a
part hereof and marked Exhibit "Dfl .
4. Buildings are not permitted on the hillsides and in
the flood plain ( "Open Space" ) as generally shown on
the Site Plan. The exact location of the Open Space
will is more particularly described in Exhibit "E"
attached hereto and made a part hereof.
S. A public access easement is hereby created for the use
of the Open Space. The purpose of this public access
easement is to allow Grapevine residents to use the
Open Space for jogging and hiking. This public access
easement shall not restrict the Owner' s use of the
Open Space.
6. Multiple family uses are prohibited in the industrial
and commercial areas which are described in Exhibit
"F" attached hereto and made a part hereof.
DEED RESTRICTIONS - Page 1
These restrictions shall continue in full force and effect for a
-period of twenty-five (25) years from the date of execution, and
shall automatically be extended for additional periods of ten (10)
years unless terminated in the manner specified herein.
These restrictions shall not be altered, amended or terminated
me
without a public hearing before the City Plan Commission and the City
Council of the City of Grapevine. Notice of such public hearings
shall be given as would be required by law for a zoning change on the
property described herein. The City Manager, or designee, through
authorization by majority vote of the City Council of the City of
Grapevine, Texas, and 519 Grapevine Joint Venture, its successors or
assigns must sign a document to be filed in the Deed Records of
Tarrant County, Texas, approving the amendment or termination of
these Deed Restrictions.
The restrictions contained herein are not in any manner intended
to restrict the right of the City Council of the City of Grapevine to
exercise its legislative duties and powers insofar as zoning of the
property is concerned.
These restrictions inure to the benefit of the City of
Grapevine, and the City of Grapevine does hereby reserve the right to
prosecute, at law and in equity, against the person violating or
attempting to violate such restrictions, either to prevent him from
so doing and to correct such violation and for further remedy, the
City of Grapevine may withhold the Certificate of Occupancy necessary
for the lawful use of the property until such restrictions described
herein are fully complied with.
These restrictions are hereby declared covenants running with
the land shall be fully binding upon all persons acquiring property
within the above described tract, and any person by acceptance of
title .to any of the above described property shall thereby agree and
covenant to abide by and fully perform the foregoing restrictions and
covenants.
DEED RESTRICTIONS - Page 2
r
EXECUTED thi s day of A.D. 1985.
519 GRAPEVINE JOINT VENTURE, a
Texas joint venture
By: Terra International, Inc. ,
Venture Ma ger
By:.
M. Pa*f)tl5ziin ident
r Terra nterna al, Inc.
THE STATE OF TEXAS §
COUNTY OF + §
} This instrument was acknowledged before me on the la2L- day of
C.-7 T_, 1985, by M. Paul Spain, President of Terra
International, Inc. , a Texas corporation, on behalf of Terra
International, Inc. , Venture Manager of 519 GRAPEVINE JOINT VENTURE,
a Texas joint venture.
l
Notary Publ ' c
My commission expires:
(SEAL)
DEED RESTRICTIONS - Page 3
PROPERTY DESCRIPTION
OVERALL TRACT
BEING a part of the J. M. Baker Survey, Abstract No. 1691. Dallas County, J.
M. Baker Survey, Abstract 'N6. 167, Tarrant County, B.B.B. and C.R.R. Company
Survey, Abstract No. 145, Denton County, T. W. Cousy Survey, Abstract No. 317,
Dallas County, C: S. Dunnagan Survey, Abstract No. 1655, Dallas County. J.
Gibson Survey, Abstract No, 171% Dallas County, J. Gibson Survey, Abstract
No. 587, Tarrant County. Peter Harmonson Survey; Abstract No. 530, Denton
County, John Holland Survey, Abstract No. 614, Dallas County, Jesse Moore
. Survey, Abstract No. 968, Dallas County, H. Suggs Survey, Abstract No. 1415,
Tarrant County, and the H. Turner Survey, Abstract No. 1248 Denton County, and
being all of those certain tracts conveyed to Trustee, E-Systems, Inc., Pool
Trust, recorded in Volume 83235, Page 5005, and Volume 84014, Page 3575. Deed
Records, Dallas County, Texas,, County Clerks No. 3391, Deed Records, Denton
County, Texas, and Volume 7723, Page 289, Deed Records, Tarrant County, Texas,
and being more particularly described by metes and bounds as follows:
BEGINNING at a railroad spike driven in the present center line of Thweatt
Road, a 40 foot wide undedicated County road, point being in the Southline of
said Tract as described in said E-Systems deed. -point being N 18° 36' E 209.62
feet, N 30° 32' E 1578.12 feet, N 370 23' E 247.41 feet, N 51° 42' E 247.43
feet, N 58° 41' E 241.74 feet, N 68° 31' E 258.23 feet, and N 76' 36' E 188.31
feet from the most southerly southeast corner of said E-Systems tract;
THENCE, Southwesterly along the said present center line of Thweatt Road, and
along the common line between E-Systems Tract 1 and the H.W. Klein 131.342
acre tract described in deed recorded in the -Tarrant County Deed Records the
following:
S 76° 36' 00" W, a distance of 188.31 feet to an iron rod found for y
corner;
S 68° 31' 00" W, a distance of 258.23 feet to an iron rod found for
corner;
S 58° 41' 00" W, a distance of 241.74 feet to an iron rod found for
corner;
S 51° 42' 00" W, a distance of 247.43 feet to an iron rod found for
corner;
S 37° 23' 00" W, a distance of 247.41 feet to an iron rod found for
corner;
S 30° 32' 00" W, a distance of 1578.12 feet to an iron rod found for
corner;
S 180 36' 00" W, a distance of 209.62 feet to an iron rod found for
corner. at the said most southerly southeast corner of said E-Systems
tract;
THENCE, N 870 20' 01" W, a distance of 371.84 feet along an existing fence
line to a fence corner post for corner;
THENCE, N 010 38' 35" W, a distance of 423.88 feet along an existing fence
line to a fence post for corner in the west line of said Suggs Survey;
s
EXHIBIT
Page 1 of 5
THENCE, N 040 52' 37" E, a distance of 730.00 feet along the west line of said
TU-9gs Survey to a fence corner post for corner at the Northwest corner of said
Suggs Survey and the southwest corner of said Gibson Survey;
THENCE, S 850 47' 23" E, a distance of 694.00 feet along the south line of
ga-IdGibson Survey to a concrete monument for corner;
THENCE, - N 03" 57' 37" E, a distance of 990.65 feet to a point for corner in
the center of Denton Creek;
THENCE, Northeast along the present center line of Denton Creek Channel the
following;
N 20- 47' 05" 1:, a distance of 654.81 feet;
N 300 58' 00" E, a distance of 788.00 feet;
N 07* 14' 40" E, a distance of 528.32 feet passing from the Gibson to
the Baker Survey;
N 42* 32' 56" E, a distance of 851 .80 feet;
N 70* 43' 54" E, a distance of 375.20 feet;
S 89* 39' 04" E, a distance of 432.10 feet;
S 25" 46' 04" E, it distance of 514.30 feet;
S 75* 36' 04" E, a distance of 796.70 feet;
N 69' 02' 56" E. it distance of 73.58 feet to the Northwest corner of
a 60 foot wide road;
N 69* 02" 56" E. a distance of 64.45 feet to the Northeast corner of
a 60 foot wide road;
N 69* 02' 56" E, a distance of 67.97 feet;
N 47' 30' 54" E, a distance of 669.11 feet;
N 130 20' 56" E., a distance of 449.00 feet;
N 64* 37' 56" 17, distance of 374.80 feet;
N 48* -59' distance of 727.80 feet passing from the Baker to
the Dtr-.::ap.m atjrvcy;
N 14' 49" E, a distance of 236.94 feet;
N 78' 06' 00" E, a distance of 41 .12 feet to the cost line of said
Dunnagnn Survey and the west line of said Cousy Survey, a witness
iron rod found at N 01* 05' 23" E, a distance of 100 feet;
THEYCE, N 01- 06' 23" E, a distance of 537.50 feet along the west line of said
Cousy Survey to an iron rod for corner in the Dallas and Denton Counties
cortmon line at the northwest corner of said Cousy Survey
THENCE, S 88- 341 30" E, a distance of 385.00 feet along the North line- C.Af
said Cousy Survey to the present center or the channel of Denton Creek;
TUNCE, northeast and continuing along the center of the channel of Dentr.ti
Creek the following:
N 19* 35' 25" F, a distance of 645.01 feet;
N 12' 26' 48" E, a distance of 491.12 feet;
N 14* 25' 30" E, a distance of 220.00 feet;
N W 35' 30" E, a distance of 685.00 feet;
N 24* 05' 30" E, a distance of 698.00 feet;
N 13* 151 3011 E, a distance of 160.00 feet;
N 01* 05' 30" E, a distance of 240.00 feet;
EXHIBIT "A"
Page 2 of 5
N 26- 20' 30" E, a distance of 427.00 feet;
N 730 25' 30 E, a distance of 312.00 feet;
S 65° 14' 30" E, a distance of 152.00 feet;
S W 29' 30" E, a distance of 125.00 feet;
S 09° 44' 30" E, a distance of 147.00 feet;
S 32° 20' 30" W, a distance of 203.00 feet; w
S 020 30' 30" W, a distance of 259.70 feet;
S 470 29' 30" E. a distance of 285.00 feet;
S 810 59' 30" E, a distance of 223.00 feet;
S 44' 54' 30" E. a distance of 125.00 feet;
S 10° 25' 30" 'W, a distance of 103.00 feet;
S 560 35' 30" W, a distance of 280.00 feet;
S 26° 10' 30" W, a distance of 154.00 feet;
S 52° 44' 30" E, a distance of 245.00 feet;
S 86° 39' 30" E,. a distance of 366.00 feet;
S 02° 32' 40" •E, a distance of 677.70 feet;
S 14° 57' 47" E, a distance of 232.33 feet;
S 40° 14' 33" E, a distance of 221.06 feet;
S 59° 32' 09" E, a distance of 88.16 feet to a point for corner;
THENCE, S O1° 25' 30" IJ, a distance of 664.10 feet to an iron rod found for
corner in the south line of said B.B.B. and C.R.R. Company Survey and Dallas
and Denton County common line;
THENCE, S 49° 28' 09" E, a distance of 628.03 feet to an iron rod for corner
in the said present Northwest line of State Highway 121;
THENCE, S 44° 12' 00" W, a distance of 5696.01 feet along the said present
Northwest line of State Highway-121 to a point for corner, point also being
the crossing of the west line of said Dunnagan Survey and the East line of
said Gibson Survey, point also being S 44° 12' 00" W, a distance of 583.81
feet. from the point of intersection of the said present Northwest line of
State Highway 121 and the present center line of Thweatt Road, a 50 foot
right-of-way road, point. also being the most easterly southeast corner of said
E-Systems tract;
TIIi:NCE, N 01° 01' 47" E, a distance of 1880.78 feet along an existing fence
line to a 5/8-inch iron rod at a fence corner post for corner,
THENCE, N 88° 52' 20" W, a distance of 1815.53 feet along an existing fence to
an iron pipe found for corner;
THENCE, S 00° 53' 27" W, a distance of 1563.49 feet passing along a meandering;
fence to an iron rod found for corner in the present center line of Thwc.att
Road, an undedicated 40 foot wide county road at this point;
THENCE, N 88° 52' 30" W, a distance -of 722.90 feet along the said present
center line of Thweatt Road to a railroad spike driven for corner;
THENCE, N 88° 52' 30" W, a distance of 102.67 feet continuing along present
center line of Thweatt Road;
THENCE, S 89° 54' 00" W, a distance of 505.55 feet continuing along present
center line of Thweatt Road to a point for corner;
EXHIBIT "A"
Page 3 of 5
THENCE, S 760 36' 00" W, a distance of 24.74 feet continuing along the present
center line of ThweatL Raod to the POINT OF BEGINNING;
CONTAINING, 531.86 acres of land.
SAVE AND EXCEPT the Wallace Tract, and being more particularly described as
follows:
BEGINNING at a railroad spike driven in the present cener line of Thweatt
Road, a 4'0 foot wide undedicated County road, point being the South line of
said Tract as describes*
in said E-Systems deed, point being N 18* 36' E, a
distance of 209.62 feet, N 30* 321 E, a distance of 1578.12 feet, N 37* 23' E,
a distance of 247.41 feet, N 51* 42' E, a distance of 247.43 feet, N 58* 41'
E, a distance of 241.74 feet, N 68* 31' E, a distance of 258.23 feet. and N
76* 36' E, a distance of 188.31 feet from the most southerly Southeast corner
of said E-Systems tract;
THENCE, S 00- 51 ' 00" E, a distance of 742.73 feet to an iron rod found for
corner;
THENCE, N 87- 57' 10" W. a distance of 420.07 feet along an existing fence
T-ine to an iron rod found for corner at a fence corner post;
THENCE, Northerly along the west line of a 60 foot wide road the following:
S 70* 20' 25" U1, a distance of 225.32 feet to an iron rod found for
corner;
S 36- 54' 37" W, a distance of 325.65 feet to an iron rod found for
corner;
S 35* 42' 30" W, a distance of 90.22 feet to an iron rod found for
corner;
S 21' 12' 50" E, a distance of 222.59 feet to an iron rod found for
corner;
S 64* 43' 10" W, a distance of 1088.19 feet to an iron rod found for
corner;
THENCE, S 42- 21' 50" E, a distance of 68.14 feet to the Northwest corner of
said foot wide road;
T111'KA', N 090 02' 56" E, a distance of 64.45 feet to, the *Northeast cortior of a
ZO-foot wide road, and present centerline of Denton Creek;
711ENCE, Southwest along the Southeast line of said 60 foot wide road the
following:
S 42* 21' 50" E, a distance of 125.81 feet to an iron rod found for
corner;
S 64* 43' 10" W, a distance of 1113.51 feet to an iron rod found for
corner;
EXHIBIT A
Page 4 of 5
S 210 12' 50" E, a distance of 199.11 feet to an iron rod found for
corner;
S 35° 42' 30" W, a distance of 123.24 feet to an iron rod found for
corner;
S 36° 54' 37" W, a distance of 344.29 feet to an iron rod found for
corner;
S 70° 20' 25" W, a distance of 251.98 feet to an iron rod found for
corner;
THENCE, S 870 53' 54" E, a distance of 260.74 feet along an existing fence
line to an iron rod founts at a fence corner post for corner;
THENCE, S 04° 17' 50" W. a distance of 656. 15 feet along an existing fence
line to a railroad spike driven for corner at the present centerline of
Thweatt Road;
THENCE, N 88° 52' 30" W, a distance of 102.67 feet continuing along the
present center line of Thweatt Road;
TUNCE, S 89° 54' 00" W, a distance of 505.55 feet continuing along the
present centerline of Thweatt Road to a point for corner;
THENCE, S 76° 36' 00" W. a distance of 24.74 feet continuing along present.
centerline of Thweatt Raod to the POINT OF BEGINNING;
CONTAINING, 13.52 acres of land.
The net acreage of the subject tract less the Wallace Tract- i:� 518.34 acres.
Page 5 of 5 °
EXHIBIT ."A
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EXHIBIT "B"
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Page 2 of 2
EXHIBIT "B"
i .
PROPERTY DESCRIPTION
NET BUILDABLE AREAS R-MF-2 & R-MF-1
BEING part of the J. M. Baker .Survey, Abstract No. 1691, Dallas County, J. M.
Baker Survey, Abstract No. 167, Tarrant County, T. W. Cousy Survey, Abstract
No. 317, Dallas County, C. S. Dunnagan Survey, Abstract Wo. 1655, Dallas
County, John Holland Survey, Abstract No. , 614, Dallas County, J. Gibson
Survey, Abstract No. 587 Tarrant County and the H. Suggs Survey, Abstract No.
1415 Tarrant County and a part of all of those cetain tracts conveyed to
Trustee, E-Systems, Inc., -Pool Trust, recorded in Volume 83235, Page 5005, and
Volume 84014, Page 3575, Deed. Records, Dallas County, Texas, County, Texas,
County Clerk's No. 3391, Deed Records, Denton County, Texas, and Volume 7723,
Page 289, Deed Records, Tarrant County, Texas, and being more particularly
described by metes and bounds in five tracts as follows:
TRACT Al (R-MF-2)
BEING a tract of land situated in the J. M. Baker Survey, Abstract No. 167,
and the J. Gibson Survey Abstract No. 587, and the H. Suggs Survey, Abstract
No. 1415, Tarrant County, Texas; and also being part of that certain tract
conveyed to Trustee, E-Systems, Inc., Pool Trust, as recorded in Volume 7723,
Page 289, Deed Records Tarrant County,' Texas; and being more particularly
described as follows:
BEGINNING . at a point in the Westerly right-of-way line of a private road
connecting the W. Ray Wallace tracts, said point being 3624.1 feet North and
2859.8 feet East of a known point in the centerline of Thweatt road
(undedicated right-of-way), said. known point being the most Southerly
southeast corner of the said E-Systems tract;
THENCE, S 64° 43' 10" W, for a distance of 31.23 feet along the said right-of-
way line of the Private Road to an iron pin set for a corner;
THENCE, N 87° 14' 51" W, for a distance of 72.16 feet along the toe of a bluff
to an iron rod set for a corner;
THENCE, S 86° 00' 52" W, for a distance of 67.27 feet along the toe of a bluff
to an iron rod set .for a corner;
.THENCE, S 71° -05' 58" W, for a distance of 80.54 feet along the toe of a bluff
to an iron rod set for a corner;
THENCE, N 85° 20' 57" W, for a distance of 85.96 feet along the toe of a bluff
to an iron rod set for a corner;
THENCE, N 820 05' 16" W. for a distance of 99.67 feet along the toe of a bluff
to an iron rod set for a corner;
THENCE, N 574 48' 52" W for a distance of 123.79 feet along the toe of a bluff
to an iron rod set for a corner;
.,' THENCE," N 66- 49' 39" W for a distance of 124.09 feet along the toe of a bluff
to an iron rod set for a corner;
EXHIBIT "C"
Page 1 of 16
THENCE, N 62010' 30" W, for a distance of 156.39 feet along the toe of a bluff
to an iron rod •set for a corner;
THENCE, N 810. 35' 22" W, for a distance of 260.08 feet. along the toe of a �nw
bluff to an iron rod set for a corner;
THENCE, S 66° 28' 8" W, for a distance of 50.70 feet along the toe of a bluff
to an iron rod set for a corner;
THENCE, S 36° 05' 1" W, _for a distance of 91.38 feet along the toe of a bluff
to an iron rod set for a corner;
THENCE, N 540 29' 13" W, for a distance of 54.06 feet along the toe of a bluff
to an iron rod set for a corner;
TIIENCE, N 680 22' 16" W, for a distance of 43.76 feet along the toe of a bluff
to an iron rod set for a corner;
THENCE, S 72° 12' 25" W, for a distance of 40.09 feet along the toe of a bluff
to an iron rod set for a corner;
THENCE, S 450 31' 26" W, for a distance of 104.39 feet along the toe of a
bluff to an iron rod set for a corner;
THENCE, S 28° 18' 60" W, for a distance of 176.45 feet along the toe of a
bluff to an iron rod set for a corner;
THENCE, S 430 01' 4" W, for a distance of 94.65 feet along the toe of a bluff
to an iron rod tset for a corner;
THENCE, S 40° 12' 36" W, for a distance of 92.72 feet along the toe of a bluff v „
to an iron rod set for a corner;
THENCE, S 60° 42' 6" W, for a distance of 110.47 feet along the toe of a bluff
to an iron rod set for a corner;
THENCE, S 230 30' 36" W, for a distance of 94.98 feet along the toe of a bluff
to an iron rod set for a corner;
THENCE, S 47° 31' 49" W, for a distance of 73.68 feet along the toe of a bluff
to an iron rod set for a corner;
THENCE, N 71° 33' 54" W, for a distance of 31.62 feet along the toe of the
bluff town iron rod set for a corner;
THENCE, N 06° 25' 44" E, leaving the toe of said bluff for a distance of
714.49 feet to an iron rod set for a corner;
THENCE, N 46° 52' 56" E, for a distance of 753.48 feet to an iron rod set for
a corner;
THENCE, N 680 00' 32" E, for a distance of 280.40 feet to an iron rod set for
a corner;
EXHIBIT "C"
Page 2 of 16
THENCE, N 880 48' 2311 E, for a distance of 240.05 feet to an iron rod set for
a corner;
THENCE, S 640 58' 59" E, for a distance of 165.53 feet to an iron rod set for
a corner;
THENCE, S 21- 481 5" E, for a distance of 323.11 feet to an iron rod set for a
corner;
THENCE, S 48- 211 59" E, for a distance of ,240.83 feet to an iron rod set for
a corner;
THENCE, S 61' 55' 39" Ej for a distance of 170.00 feet to an iron rod set for
a corner;
THENCE, S 77 09' .8" E, for a distance of 46.84 feet to an iron rod set for a
corner
THENCE, S 01' 37` 23" W. for a distance of 312.36 feet to the POINT OF
BEGINNING;
CONTAINING, 25.5242 Acres (1,111,833.2514. Square Feet) of land.
EXHIBIT "C"
Page 3 of 16
TRACT A2 (R-MF-2)
BEING a tract of land situated in the H. Suggs Survey, Abstract No. 1415,
Tarrant County, Texas;. . and also being part of that certain tract conveyed to
Trustee, E-Systems, Inc., Pool Trust, as recorded in Volume 7723, Page 289,
Deed Records, Tarrant County, Texas; and being more particularly described as
follows:
BEGINNING, at a point that is 202.03 feet North and 376.74 feet West of a
known point in the centerline of Thweatt Road (undedicated right-of-way), said
known point being the ost Southerly Southeast corner of the said E-Systems
tract;
THENCE, North 01° 38' 35.0" West, for a distance of 239.07 feet to an iron rod
set for a corner;
THENCE, N 04° 52' 37" E, for a distance of 730.00 feet to an iron rod set for
a corner;
THENCE, S 850 47' 23" E, for a distance of 492.72 feet to an iron rod set for
a corner;
THENCE, S 40° 13' 56" W, for a distance of 328.02 feet along the toe of a
natural bluff to an iron rod set for a corner;
THENCE, S 230 29' 55" W. for a distance of 125.40 feet along the toe of said
bluff to an iron rod set for a corner;
THENCE, S 110 00'- 13" W, for a distance of 183.37 feet along the toe of said MON
bluff to an iron rod set for a corner;
THENCE, S 24° 26' 38" W, for a distance of 120.83 feet along the toe of said
bluff to an iron rod set for a corner;
THENCE, S 30° 15' 23" W, for a distance of 208.39 feet along the toe of said
bluff to an iron rod set for a corner;
THENCE, S 45° 00' 0" W, for a distance of 133.97 feet along the toe of said
bluff to the POINT OF BEGINNING;
CONTAINING, 5.5992 Acres or 243,899.4636 Square Feet of Land.
EXHIBIT "C"
Page 4 of 16
TRACT A3 (R-MF-2)
BEING a tract of land situated in the J. M. •Baker Survey, Abstract No. 167,
the J. Gibson Survey Abstract No. 587, and the H. Suggs Survey, Abstract No.
1415, Tarrant County, Texas; and also being part of that certain tract conveyed to
Trustee, E-Systems, Inc. , Pool Trust, as recorded in Volume 7723, Page 289,
Deed Records Tarrant County, Texas; and being more particularly described as
follows:
BEGINNING, at a point being North 87° 20' 01" West, a distance of 36.4 feet
from a known point in the centerline of Thweatt Road (undedicated right-of-
way), said known point being in the most Southerly Southeast corner of the
said E-Systems tract;
THENCE, N 870 20' 1" W, for a distance of 224.50 feet to an iron rod set for a
corner;
THENCE, N 20° 33' 22" E, - for a distance of 95.72 feet along the top of a
natural bluff to an iron rod set for a corner;
THENCE, N 19° 58' 59" W, for a distance of 58.52 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 23° 57' 45" E, for a distance of 49.24 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 60° 15' 18" E, for a distance of 80.62 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 08° 31' 51" E, for a distance of 101.12 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 39' 48' 20" E, for a distance of 39.05 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 660 02' 15" E, for a distance of 49.24 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 160 41' 57" E, for a distance of 52.20 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 11° 58' 34" E, for a distance of 168.67 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 18° 03' 38" E, for a distance of 241.92 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 30° 39' 2" E, for a distance of 156.92 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 650 13' 30" E, for a distance of 71.59 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 270 33' 10" E, for a distance of 129.71 feet along the top of said
bluff to an iron rod set for a corner;
EXHIBIT "C"
Page 5 of 16
THENCE, N 740 44' 42" E, for a distance of 26.75 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 85° 47' 23" E, for a distance of 35.45 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 300 15' 23" E, for a distance of 57.23 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 26° 20' 45" E, for a distance of 50.94 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 14° 52' 5" E, for a distance of 87.27 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 42° 16' 25" E, for a distance of 74.33 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 15° 07' 26" E, for a distance of 191.64 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 38° 39' 35" E, for a distance of 64.03 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 63° 26' 6" E, for a distance of 44.72 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 09° 27' 44" E, for a distance of 60.83 feet along the top of said am
bluff to an iron rod set for a corner;
THENCE, N 090 27' 44" W, for a distance of 60.83 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 090 27' 44" E, for a distance of 60.83 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 06° 42' 35" E, for a distance of 85.59 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 300 27' 56" E, for a distance of 98.62 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 000 00' 0" E, for a distance of 110.00 feet along the top of said
bluff town iron rod set for a corner;
THENCE, N 26° 33' 54" E, for a distance of 89.44 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 74° 03' 17" for a distance of 72.80 feet along the top of said bluff
to an iron rod set for a corner;
THENCE, N 23.11' 55" E, . for a distance of 76.16 feet along the top of said
bluff to an iron rod set for a corner;
EXHIBIT "C".
Page 6 of 16
THENCE, S 78° 06' 41" E, for a distance of 97.08 feet along the top of said
bluff to an iron rod set .for a corner;
THENCE, N 84° 33' 35" E, for a distance of 105.48 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 37° 18' 14" E, for a distance of 132.00 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 42° 42' 34" E, for a distance of 88.46 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 900 00' 0" E, for a distance of 70.00 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 12° 59' 41" W. for a distance of 133.42 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 470 36' 9" W, for a distance of 155.72 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 650 33' 22" W, for a distance of 60.42 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 080 44' 46" W, for a distance of 65.76 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 45° 00' 0" W, for a distance of 91.92 feet along the top of said
bluff to an iron rod set. for a corner;
THENCE, N 17° 21' 14" E, for a distance of 419.08 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 74° 28' 33" E, for a distance of 93.41 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 880 12' .36" E, for a distance of 160.08 feet along the top of said
bluff to an' iron rod set for a corner;
. .THENCE, N 20° 51' 16" E, for a distance of 224.72 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 06° 42' 35" E, for a distance of 85.59 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 310 45' 34" E, for a distance of 123.49 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 520 41' 46" E, for a distance of 132.00 feet along the top of said
bluff to an iron rod set for a corner;
. ., THENCE, N 62° 21' 14" E, for a distance of 118.53 feet along the top of said
bluff to an iron rod set for a corner;,
EXHIBIT "C"
Page 7 of 16
THENCE, N 73° 18' 3" E, for a distance of 156.60 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 340 59' 31" E, for a distance of 61.03 feet along the top of said
bluff to an iron rod set for a corner; ""
THENCE, N 050 42' 38" E, for a distance of 100.50 feet along the top of said
bluff to an iron rod set for a corner; ..µ
THENCE, N 870 57' 16" E, for a distance of 340.09 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 690 26' 38" E, for a distance of 85.44 feet along the top of said
bluff to an iron rod set for a corner;
TIIENCE, S 37° 52' 30" E, for a distance of 114.02 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 59° 55' 53" E, for a distance of 109.77 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 29° 21' 28" E, for a distance of 91.79 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 78° 06' 41" E, for a distance of 97.08 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 49° 23' 55" E, for a distance of 92.20 feet along the top of said
bluff to an iron rod ,set for a corner;
THENCE, S 67° 48' 58" E, for a distance of 270.43 feet leaving the top of said
bluff to an iron rod set for a corner;
THENCE, S 350 42' 30" W, for a distance of 66.58 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 36° 54' 37" W, for a distance of 325.65 feet to an iron rod set for
a corner;
THENCE, S 70° 20' 25" W, for a distance of 225.32 feet to an iron rod set for
a corner;
THENCE, N 870 57' 10" W, for a distance of 420.07 feet to an iron rod set for
a corner;
THENCE, S 00° 50' 59" E. for a distance of 554.31 feet to an iron rod set for
a corner;
THENCE, S 890 09' 1" W, for a distance of 146.31 feet to an iron rod set for a
corner;
THENCE, S 070 32' 14" W, for a distance of 193.86 feet to an iron rod set for
a corner;
EXHIBIT "C"
Page 8 of 16
4•
THENCE, S 760 36' 0" W, for a distance of 22.09 feet to an iron rod set for a
corner;
THENCE, S 680 24' 19" W, for a distance of 264.21 feet to an iron rod set for
a corner;
-b THENCE, S 58° 37' 22" W, for a distance of 246.00 feet to an iron rod set for
a corner;
THENCE, S 510 27' 24" W, for a distance of 256.09 feet to an iron rod set for
a corner;
THENCE, S 37° 19' 35" W, for a distance of 251.58 feet to an iron rod set for
a corner;
THENCE, S 30° 30' 22" W, for a distance of 1585.36 feet to an iron rod set
for a corner;
THENCE, S 180 36' 0" W. for a distance of 219.61 feet to the POINT OF
BEGINNING;
CONTAINING, 47.1294 Acres or 2,052,957.3234 Square Feet of Land.
EXHIBIT "C"
Page 9 of 16
TRACT C1 (R-MF-1)
BEING part of the J. M. Baker Survey, Abstract No. 1691, Dallas County, J. M.
Baker Survey, Abstract No. • 167, Tarrant County, T. .W. Cousy Survey, Abstract
No. 317, Dallas County, C. S. Dunnagan Survey, Abstract No. 1655, Dallas ""'
County, John Holland Survey, Abstract No. 614, -Dallas County, and a part of
all of those certain tracts conveyed to Trustee, E-Systems, Inc.; Pool Trust,
recorded in Volume 783235, Page 5005, and Volume 84014, page 3575, Deed
Records, Dallas County, Texas, County -Clerk's No. 3391, Deed Records, Denton
County, Texas, and Volume 7723, Page 2879, Deed Records, Tarrant County,
Texas, and being more particularly described as follows:
COMMENCING, at a point on the northwest line of State Highway 121 (100 foot
right-of-way), point also being the crossing of the Northwest line of State
Highway 121 with the West line of said Dunnagan Survey and the east line of
the J. Gibson Survey, Abstract No. 1715, Dallas County; point also being south
440 12' 00" West, a distance of 583.81 feet from the point of intersection of
said Northwest line of State Highway 121 with the center line of Thweatt Road
(50 feet right-of-way); THENCE, North 01° 01' 47" east, along the West line of
the said Dunnagan Survey and Gibson Survey common line a distance of 1594.31
feet to a point at the Northeast corner of the said Gibson Survey and the
Southeast corner of the said Baker Survey; THENCE, North 67° 02' 31" West, a
distance of 1431.04 feet to the POINT OF BEGINNING;
THENCE, North 47° 02' 58" East, for a distance of 653.50 feet to an iron rod
set for a corner;
THENCE, North 46° 34' 26" East, for a distance of 279.67 feet to an iron rod
set for a corner; ...►
THENCE, North 47° 01' 35" East, for a distance of 1385.11 feet to an iron rod
set for a corner;
THENCE, South 17° 09' 41" East, for a distance of 350.16 feet to an iron rod
set for a corner;
THENCE, South 79° 22' 49" West, for a distance of 91.43 feet along the toe of
a natural bluff to an iron rod set for a corner;
THENCE, South 540 09' 44" West, for a distance of 111.02 feet along the toe
of *said bluff to an iron rod set for a corner;
THENCE, South 19° 39' 14" West, for a distance of 74.33 feet along the toe of
said bluff to an iron rod set for a corner;
THENCE, South 36° 52' 12" West, for a distance of 50.00 feet along the toe of
said bluff to an iron rod set for a corner;
THENCE, North 90° 00' 00" West, for a distance of 145.00 feet along the toe
of said bluff to an iron rod set for a corner;
EXHIBIT "C"
Page 10 of 16
f
THENCE, South 660 48' 5" West, for distance of 114.24 feet along the toe of
said bluff to an iron rod set for a corner;
THENCE, South 52° 35' 41" West, for a distance of 107.00 feet along the toe
of said bluff to an iron rod set for a corner;
THENCE, South 30° 04' 07" West, for a distance of 109.77 feet along the toe
of said bluff to an iron rod set for a corner;
THENCE, South 48° 48' 51" West, for a distance of 53.15 feet along the toe of
said bluff to an iron rod set for a corner;
THENCE, South 77° 44' 07" West, for a -distance of 117.69 feet along the toe
of said bluff to an iron rod set for a corner;
THENCE, South 32° 44' 07" West, for a distance of 166.43 feet along the toe
of said bluff to an iron rod set for a corner;
THENCE, South 05° 42' 38" West, for a distance of 100.50 feet along the toe
of said bluff to an iron rod set for a corner;
THENCE, South 79° 49' 28" West, for a .distance of 198.12 feet along the toe
of said bluff to an iron rod set for a corner;
THENCE, South 45° 00' 00" West, for a distance of 134.35 feet along the toe
of said bluff to an iron rod set for a corner;
THENCE, South 21° 30' 05" West, for a distance of 177.34 feet along the toe
of said bluff to an iron rod set fora corner;
THENCE, South 75° 311 47" West, for a distance of 160.08 feet along the toe
of said bluff to an iron rod set for a corner;
THENCE, South 49° 05' 08" West, for a distance of 198.49 feet along said toe
to an iron rod set for a corner;
THENCE, South 71° 43' 55" West, for a distance of 272.03 feet along said toe
to the POINT OF BEGINNING;
CONTAINING, .8.6494*acres or 376,769.4591 square feet of land.
EXHIBIT "C"
Page ll of 16
TRACT C2 (R-MF-1)
BEING part of the J. M. Baker Survey, Abstract No. 1691, Dallas County, J. M.
Baker Survey, Abstract No. 167, Tarrant County, T. W. Cousy Survey, Abstract ..w
No. 317, Dallas County, C. S. Dunnagan Survey, Abstract No. 1655, Dallas
County, John Holland Survey, Abstract No. 614, Dallas County, and a part of
all of those certain tracts conveyed to Trustee, E-Systems, Inc., Pool Trust, ;t
recorded in Volume 83235, page 5005, and Volume 84014, Page 3575, Deed
Records, Dallas County, Texas, County Clerk's No. 3391, Deed Records, Denton
County, Texas, and Volume 7723, page 2879, Deed Records, Tarrant County,
Texas, and being more particularly described as follows:
COMENCING, at a point on the northwest line of State Highway 121 (100 foot
right-of-way), point also being the crossing of the Northwest line of State
Highway 121 with the West line of said Dunnagan-Survey and the East line of
the J. Gibson Survey, Abstract No. 1715, Dallas County; point also being South
44° 12° 00" West, a distance of 583.81 feet from the point of intersection of
said northwest line of State Highway 121 with the center line of Thweatt Road
(50 foot right-of-way); THENCE, North 01° 01' 47" East, along the West line of
the said Dunnagan Survey, same being the east line of the said Gibson Survey,
a distance of 1594.31 feet to the POINT OF BEGINNING;
THENCE, North 01°_ 01' 47" East, continuing along said Dunnagan Survey and
Gibson Survey common line a distance of 286.46 feet to a point at the
Northeast corner of the said Gibson Survey and the Southeast corner of the
said Baker Survey;
THENCE, North 88° 52° 20" West, along the common line of the Baker Survey and
the Gibson Survey, a distance of 1188.81 feet to a point for corner;
THENCE, North 15° 31' 27" East, for a distance of 164.65 feet along the top of
a natural bluff to an iron rod set for a corner;
THENCE, North 66° 48' 05" East, for a distance of 76.16 feet along said
top to an iron rod set for a corner;
THENCE, South 84° 48' 20" East, for a distance of 55.23 feet along said
top to an iron rod set for a corner;
THENCE, South 70° 42' 36" East, for a distance of 105.95 feet along said
top to an iron rod set for a corner;
THENCE, North 65° 13' 30" East, for a distance of 71.59 feet along said
top to an iron rod set for a corner;
THENCE, North 00* 00' 00" East, for a distance of 70.00 feet along said
top to an iron rod set for a corner;
THENCE, North 38° 17' 25" West, for a distance of 121.04 feet along said
top to an iron rod set for a corner;
THENCE, North 45° .00' 00" East, for a distance of 49.50 feet. along said
top to an iron rod set for a corner;
EXHIBIT "C"
Page 12 of 16
THENCE, South 63° 26' 06" East, for a distance of 89.44 feet along said
top to an iron rod set for a corner;
THENCE, North 62° 14' 29" East, for a distance of 107.35 feet along said
top to an iron rod set for a corner;
THENCE, South 52° 25' 53" East, for a distance of 82.01 feet along said
top to an iron rod set for a corner;
THENCE, North 59° 02' 1.0" East, for a distance of 58.31 feet along said
top to an iron rod set for a corner;
THENCE, North 14° 02' 10" West, for a distance of 61.85 feet along said
top to. an iron rod set for a corner;
THENCE, North 14° 02' 10" East, for a distance of 61.85 feet along said
top to an iron rod set for a corner;
THENCE, North 21° 48' 05" West, for a distance of 53.85 feet along said
top to an iron rod set for a corner;
THENCE, North 17° 06' 10" East, for a distance of 136.01 feet along said
top to an iron rod set for a corner;
THENCE, North 63° 26' 06" East, for a distance of 44.72 feet along said
top to an iron rod set for a corner;
THENCE, South 65° 41' 44" East, for a distance of 170.07 feet along said
top to an iron rod set for a corner;
,.., THENCE, South 30° 15' 23" East, for a distance of 69.46 feet along said
top to an iron rod set for a corner;
THENCE, South 77° 54' 19" East, for a distance of 71.59 feet along said
top to an iron rod set for a corner;
THENCE, South 42° 42' 34" East, for a distance of 88.46 feet along said
top to an iron rod set for a corner;
THENCE, North 71° 33' 54" East, for a distance of 63.25 feet along said
top to an iron rod set for a corner;
THENCE, North 19° 26' 24" West, for a distance of 90.14 feet along said
top to an iron rod set for a corner;
THENCE, North 06° 42' 35" East, for a distance of 85.59 feet along said
top to an iron rod set for a corner;
THENCE, North 20° 53' 52" West, for a distance of 294.36 feet along said
top to an iron rod set for a corner;
THENCE, North 60° 56' 43" East, for a distance of 51.48 feet along said
top to an iron rod set for a corner;
EXHIBIT "C"
Page 13 of 16
THENCE, South 48° 00' 46" East, for a distance of 134.54 feet along said
top to an iron rod set for a corner;
THENCE, North 85° 54' 52" East, for a distance of 140.36 feet along said
top to an iron rod set for a corner;
THENCE, North 19° 58' 59" East, for a distance of 58.52 feet along said
top to an iron rod set for a corner;
THENCE, North 21° 48' 05" West, for a distance of 53.85 feet along said
top to an iron rod set for a corner;
THENCE, North 00° 00' 00" East, for a distance of 135.00 feet along said
top to an iron rod set for a corner;
THENCE, North 66° 22' 14" East, for a distance of 174.64 feet along said
top to an iron rod set for a corner;
THENCE, North 87' 23' 51" East, for a distance of 110.11 feet along said
top to an iron rod set for a corner;
THENCE, North 42° 52' 44" East, for a distance of 95.52 feet along said
top to an iron rod set for a corner;
THENCE, North 10° 29' 29" East, for a distance of 137.30 feet along said top
to an iron rod set for a corner;
THENCE, North 59° 02' 10" East, for a distance of 58.31 feet along said
top to an iron rod* set for a corner;
THENCE, South 57° 22' 51" East, for a distance of 129.37 feet along said
top to an iron rod set for a corner;
THENCE, South 17° 09' 41: East, for a distance of 49.83 feet along said top to
an iron rod set for a corner;
THENCE, South 02° 02' 44" East, for a distance of 102.72 feet along said
top to an iron rod set for a corner;
THENCE, South 12° 48' 15" East, for a distance of 112.81 feet along said
top to an iron rod set for a corner;
THENCE, South 06° 34' 55" West, for a distance of 130.86 feet along said top
to an iron rod set for a corner;
THENCE, South 60° 56' 43" East, for a distance of 102.96 feet along said top
to an iron rod set for a corner;
THENCE, South 21° 02' 15" East, for a distance of 69.64 feet leaving said top
to an iron rod set for a corner at the beginning of a circular curve to the
left;
�I
EXHIBIT "C"
Page 14 of 16
THENCE, along said circular curve to the left having a. beginning tangent
bearing of South 66° 36' 07" West, a central angle of 78° 13' 47", a radius of
1020.00 feet, a tangent length of 829.37 feet, and an arc length of 1392.68
feet to the end of said circular curve to the left and the beginning of a
second circular curve to the left;
THENCE, along said circular curve to the left having a beginning tangent
bearing of South 65' 59' 47" West, a central angle of 5° 00' 49", a radius of
800.00 feet, a tangent length of 35.02 feet, and an arc length of 70-.00 feet
to the POINT OF BEGINNING;
CONTAINING, 23.5124 acres (1024,200.3532 Square Feet) of land.
EXHIBIT "C"
Page 15 of 16
F
SUMMARY OF NET BUILDABLE AREAS
OF R-MF-2 AND R-MF-1
Tract Al (within R-MF-2 ) 25 . 5242 ACRES
Tract A2 (within R-MF-2 ) 5. 5992 ACRES
Tract A3 (within R-MF-2) 47 . 1294 ACRES
SUBTOTAL for R-MF-2 : 78 . 2528 ACRES
Tract Cl (within R-MF-1 ) 8 . 6494 ACRES
Tract C2 (within R-MF-1 ) 23 . 5124 ACRES
SUBTOTAL for R-MF-1 : 32 . 1618 ACRES
GRAND TOTAL : 110 . 4146 ACRES
EXHIBIT "C"
Page 16 of 16
0
EXt3BIT D
AIRPORT ACOUSTICAL REQUIREMENrT'S
Sec: 1.6A RECOMMENDED .BUILDING REQUIREMENTS FOR A MINIMUM
NOISE LEVEL REDUCTION OF 25 d8s
A-1 COMPLIANCE. Compliance with the following standard shall
e deemed to meet the requirements of the compatible use
districts in which an NLR 25 is specified.
A-2 GENERAL.
a. Brick veneer, masonry blocks or stucco exterior walls
shall be constructed airtight. All joints shall be grouted or
caulked airtight.
b. At the penetration of exterior walls by pipes, ducts,
or conduits* the space between the wall -and pipes, ducts or
conduits shall be caulked -or filled with mortar. '
c. Window and/or through-the-wall ventilation units shall
not be used.
d. Through-the-wall/door mail boxes shall not be used.
A-3 EXTERIOR WALLS
a. Exterior walls other than as described in this section
shall have a laboratory sound transmission class rating of at
least STC-39.
b. Masonry walls having a surface weight of at least 25
pounds per square foot �do not require a furred (stud) interior
wall. At least one surface of concrete block walls shall be
plastered or painted with heavy ."bridging* paint.
C. Stud walls shall be at least 4" in nominal depth and
shall be finished ' on the outside with siding-on-sheathing,
stucco, Or brick veneer.
tl.} Interior surface of the exterior walls shall be of
M gypsum board or plaster at least 1/2" thick, installed on
the studs.
Page 1 of 5
EXHIBIT "D"
(2) Continuous composition board, plywood or gypsum
board sheathing at least 1/2" thick shall cover the
exterior side of the wall :studs' behind woods or metal
siding-, Asphaltic or wood shake shingles are acceptable in
lieu of siding.
(3) Sheathing panels shall be butted tightly and
covered on . the exterior with overlapping building paper.
The top and bottom edges of the sheathing shall be sealed.
(4) Insulation material at least 2 thick shall be
Installed .continuously throughout the Cavity space behind
the exterior sheathing and between wall studs. Insulation
shall`be glass fiber or mineral wool.
A-4 WINDOWS
ra.. Windows other than as described in this section shalL-
have a laboratory sound transmission class rating of at least
STC-28.
1
b. Glass shall be at least 3/16" thick*
ti
c.. All operable windows shall be weatherstripped and
airtight when closed so as to conform to an air infiltration
test not to exceed 0.5 cubic feet per minute per foot of crack
length in accordance with ASTM E-283-65-T.
1 d. Glans of fixed-sash windows shall be sealed in an
airtight manner with a non-hardening sealant, or a soft
}� elastomer gasket or glazing tape*
l e. The perimeter of window frames shall be sealed airtight
+ to the exterior wall construction with & sealant conforming to
one of the following Federal Specifications: TT-S-00227„
TT-S-00230, or TT-S-00153.
f. The total area of glass in both windows and doors in
• sleeping spaces shall not exceed 20% of the floor area.
Page 2 of 5
r EXHIBIT "D"
A-5 DOORS
a. Doors, other than as described in this sections shall
have a laboratory sound transmission class rating of at least
STC-28.
b. All exterior side-hinged doors shall be solid-core wood
or insulated hollow metal at least 1-1/4" -thick and shall be
fully weatherstripped. '
' c. Exterior sliding doors shall be weatherstripped with an
efficient airtight` gasket system with performance as specified
in Section A-4c.' The glass in the sliding doors shall be at
lease 3/161 thick.
d• Glass in doors shall be sealed in an airtight
non-hardening sealant, or in a soft elastomer gasket or
glazing tape.
The perimeter of door frames shall be sealed airtight
to the exterior wall construction as described in Section A-4e.
A-6 ROOFS
a. Combined roof and ceiling construction other than
described in this section and Section• A-T shall have a
laboratory sound transmission class rating of at least STC-39.
I b. with an attic or rafter space at least 6" deep, and
with a ceiling below, the 'roof shall consist of closely butted
2/20 'composition board; plywood or gypsum board sheathing
topped by roofing as required.
c. If the underside- of the roof is exposed, or if the
attic or rafter spacing is less than 50, the roof construction
shall have a surface weight of at least 25 pounds per square
foot.' "Rafters, joists or other framing may not be included in
: the surface -weight calculation.
+d. Window or dome skylights shall have a laboratory sound
transmission class of at least STC-28.
Page 3 of 5
EXHIBIT "D"
A-7 CEILINGS
a. Gypsum board or plaster ceilings at least 1/2" thick
shall be provided where required by Paragraph A-6b above.
Ceilings 'shall be substantially airtight, with a minimum number
of penetrations.
b. . Glass fiber or mineral wool insulation at least 2"
thick shall be provided above the ceiling between joints.
A-8 FLOORS
Openings to any crawl spaces below the floor of the lowest
occupied rooms shall not exceed 2% of the floor area of the
occupied rooms.
A-9 VENTILATION
a. A mechanical ventilation system shall be installed
that will provide the minimum air circulation and fresh air
supply requirements for various used in occupied rooms without
the need to open any windows, doors or other opening to
exterior.
b. Gravity vent openings in attic shall not exceed code
minimum in number and site.
c. If a fan is used for forced ventilation, the attic
inlet and discharge openings shall be fitted with sheet metal
.. transfer ducts of at least 20 gauge steel, . which shall be lined
with 1" thick coated glass fiber, and shall be at least 5 feet
long with one 90 degree bend.
d. All vent ducts connecting the interior space to the
outdoors, excepting domestic range exhaust ducts, shall contain
at least S feet length of internal. sound absorbing duct lining.
Each duct shall be provided with At bend in the duct such that
there is no direct line of sight through the duct from the
venting cross section to the room-opening cross section.
so Duct lining shall be coated glass fiber duct liner at
least 1' thick.
WOW
Page 4 of 5
EXHIBIT "D"
!. Domestic range exhaust ducts connecting the interior
space to the outdoors shall contain a baffle plate across the
exterior termination which allows proper ventilation, The
dimensions of the baffle plate should extend at least one
diameter beyond the line of sight into the vent duct, The
baffle plate shall be of the same material and thickness as the
vent duct material,
g. Fireplaces shall be provided with well-fitted dampers,
f
t
Page 5 of 5
EXHIBIT "D"
PROPERTY DESCRIPTION
OPEN SPACE AND FLOODPLAIN AREAS
IN R-MF-2 AND R-MF-1 TRACTS
BEING part of the J. M. Baker Survey, Abstract No. 1691, Dallas County, J.M.
Baker Survey, Abstract No. 167, Tarrant County, T.W. Cousy Survey, Abstract
No. 317, Dallas County, C.S. Dunnagan Survey, Abstract No. 1655, Dallas
County, John Holland Survey, Abstract No. 614, Dallas County, J. Gibson
Survey, Abstract No. 587 Tarrant County and the H. Suggs Survey, Abstract no.
1415 Tarrant County and a part of all of those certain tracts conveyed to
Trustee, -E-Systems, Inc. , Pool Trust, recorded in Volume 83235, Page 5005, and
Volume 84014, Page 3575, Deed County; Texas, and Volume 7723, Page 289, Deed
Records, Tarrant County, Texas, and being more particularly described by metes
and bounds in three tracts as follows:
TRACT Al (Open Space and Floodplain Areas within R-MF-2)
BEING a tract of land situated in the J.M. Baker Survey, Abstract No. 167, the
J. Gibson Survey Abstract No. 587, and the H. Suggs Survey, Abstract No. 1415,
Tarrant County, Texas; . and also being part of that certain tract conveyed to
Trustee, E-Systems, Inc., Pool Trust, as recorded in Volume 7723, Page .289,
Deed Records Tarrant County, Texas; and being more particularly described as
follows:
BEGINNING, at a point being 3516.35 feet North and 2631.65 feet East of ;
known point in the centerline of Thweatt Road (undedicated right-of-way), sa*id:'
known point being in the most Southerly Southeast corner of the said E-Systems
tract;
THENCE, S 210 12' 50" E, for a distance of 222.59 'feet to an iron rod set for
a corner;
THENCE, S 35° 42' 30" W, for °a distance of 23.64 feet to an iron rod set for a
corner;
THENCE, N 67° 48' 58" W, for a distance of 270.43 feet along the top of a
natural bluff to an iron rod set for a corner;
THENCE, N 49° 23' 55" W, for a distance. of 92.20 feet along the top of said
bluff to an iron rod set for a corner,
THENCE, N 78° 06' 41"W, for a distance of 97.08 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 29° 21' 28" W. for a distance of 91.79 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 59° 55' 53" W, for a distance of 109.77 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 37° 52' 30" W, for a distance of 114.02 feet along the top of said .
bluff to an iron rod set for a corner;
THENCE, N 69° 26' 38" W, for a distance of 85.44 feet along the top of said
Page 1 of 14
EXHIBIT "E"
bluff to an iron rod set for a corner;
THENCE, S 87° 57' 16" W, for a distance of 140.09 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 050 42' 38" W, for a distance of 100.50 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 34° 59' 31" W. for a distance of 61.03 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 730 18' 3" W, for a distance of 156.60 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 62° 21' 14" W, for a distance of 118.53 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 52° 41' 46" W, for a distance of 132.00 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 31° 45' 34" W, for a distance of 123.49 feet along the top of said
bluff to an iron rod set for a corner;.
THENCE, S 060 42' 25" W, for a distance of 85.59 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 20" 51' 16" W, for a distance of 224.72 feet along the top of said
bluff to an iron rod set for a corner;
f
THENCE, S 88° 12' 36" W, for a distance of 160.08 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 740 28' 33" W, for a distance of 93.41 feet along the top of said
bluff to an iron rod-set for a corner;
THENCE, S 170 21' 14" W, for a. distance of 419.08 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 45° 00' 0" E, for a distance. of 91 M feet along the top of said
bluff to an iron rod set for a corner,
THENCE, S 08 °44' 46" E, for a distance of 65.76 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 65° 33' 22" E, for a distance of 60.42 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 47° 36' 9" E, for a distance of 155.72 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 120 59' 41" E. for a distance of 133.42 feet along the top of said
bluff to an iron rod set for a corner;
Page 2 of 14
EXHIBIT "E"
THENCE, N 900 00' 0" W, for a distance of 70.00 feet along the top of said
bluff to an iron rod- set for a corner;
THENCE, N 42° 42' 34" W, for a distance of 88.46 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 370 18' 14" W, for a distance of 132.00 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 840 33' 35" W, for a distance of 105.48 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 780 06' 41" W, for a distance of 97.08 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 23° 11' 55" W, for a distance of 76.16 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 74° 03' 17" W, for a distance of 72.80 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 26° 33' 54" W, for a distance of 89.44 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 00° 00' d" W, for a distance of 110.00 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 30° 27' 56" W, for a distance of 98.62 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 060 42' 35" W, for a distance of'85.59 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 09° 27' 44" W, for a distance of 60.83 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 09° 27' 44" E, for a distance of 60.83 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 09° 27' 44" W, for a .distance of 60.83 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 63" 26' 6" W, for a distance of 44.72 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 38° 39' 35" W, for a distance of 64.03 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 15° 07' 26" W. for a distance of 191.64 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 420 16' 25" W. for a distance of 74.33 feet along the top of said
bluff to an iron rod set for a corner;
Page 3 of 14
EXHIBIT "E"
THENCE, S 140 52' 5" W, for a distance of 87.27 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 26° 20' 45" W, for a distance of 50.94 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, N 30° 15' 23" W, for a distance of 57.23 feet along the top of said
bluff to an iron rod set for a corner;
THENCE, S 850 47' 23" E, for a distance of 51.58 feet along the top of said
bluff to an iron rod found for a corner;
THENCE, N 030 57' 37" E, for a distance of 990.65 feet leaving said bluff to a
point for corner in the centerline of Denton Creek, and continuing along the
meanders of said creek as follows:
North 20° 47' 05" East, for a distance of 654.81 feet;
North 30° 58' 00" East, for a distance of 788.00 feet;
North 07° 14' 40" East, for a distance of 528.32 feet;
North 42° 32' 56" East, for a distance of 851.80 feet;
North 70° 43' 54" East, for a distance of 375.20 feet;
South 89° 39' 04" East, for a distance of 432.10 feet;
South 25° 46' 04" East, for a distance of 514.30 feet, ,
South 75° 36' 04" East, for a distance of 150.57 feet to a point for a corner;
THENCE, S 01° 37' 23" W, for a distance of 229.52 feet to an iron rod set for
a corner;
THENCE, N 77' 09' 8" W, for a distance of 46.84 feet to an iron rod set for a
corner;
THENCE, N 610 55' 39" W, for a distance, gf 60.38 'feet.t_o an iron rod set for a
corner;
THENCE, N 610 55' 39" W, for a distance of 109.62 feet to an iron rod set for
a corner;
THENCE, N 480 21' 59"' W, for a distance of 240.83 feet to an iron rod set for
a corner;
THENCE, N 21° 48' 5" W, for a distance of 323.11 feet to an iron rod set for a
corner;
THENCE, N 640 58' 59" W, for a distance of 165.53 feet to an iron rod set for
a corner;
THENCE, S 880 48' 23"' W. for a distance of 240.05 feet to an iron rod set for
a corner;
Page 4 of 14
EXHIBIT "E"
THENCE, S 68° 00' 32" W, for a distance of 280.40 feet to an iron rod set for
a corner;
THENCE, S 460 52' 56" W, for a distance of 753.48 feet to an iron rod set for
a corner;
THENCE, S 06° 25' 44" W, for a distance of 714.49 feet to an iron rod set for
a corner;
T}IENCE, S 71° 33' 54"•E, for a distance of 31.62 feet along the toe of said
bluff to an iron rod set for a corner;
THENCE, N 470 31' 49" E, for a distance of 73.68 feet along the toe of said
bluff to an iron rod set for a corner;
THENCE, N 23° 30' 36" E, for a distance of 94.98 feet along the toe of said
bluff to an iron rod set for a corner;
THENCE, N 60° 42' 6" E, for a distance of 110.47 feet along the toe of said
bluff to an iron rod set for a corner;
THENCE, N 40° 12' 36" E, for a distance of 92.72 feet along the toe of said
bluff to an iron rod set for a corner;
THENCE, N 43° 01' 4" E, for a distance of 94.65 feet along the toe of said
bluff to an iron rod set for a corner;
THENCE, N 28° 18' 60" E, for a distance of 176.45 feet along the toe of said
bluff to an iron rod set for a corner
THENCE, N 450 31' 26" E, for a distance of 104.39 feet along the toe of said
bluff to an iron rod set for a corner;
THENCE, N 72° 12' 25" E, for a distance of 40.09 feet along the toe of said
bluff to an iron rod set for a corner;
THENCE, S 68° 22' 16" E, for a distance of 43.76 feet along the toe of said
bluff to an iron rod set for a corner;
THENCE, S 54° 29' 13" E, for a distance of• 54': 06 feet along the toe of said
bluff to an iron-rod set for a corner;
THENCE, N 36° 05' 1" E, for a distance of 91.38 feet along the toe of said
bluff to an iron rod set for a corner;
THENCE, N 660 28' 8" E, for a distance of 50.70 feet along the toe of said
bluff to an iron rod set for a corner;
THENCE, S 81° 35' 22" E, for a distance of 260.08 feet along the toe of said
bluff to an iron rod set for a corner;
THENCE, S 62° 10' 30" E, for a distance of 156.39 feet along the toe of said
bluff to an iron rod set for a corner;
Page 5 of 14
EXHIBIT "E"
THENCE, S 66° 49' 39" E, for a distance of 124.09 feet along the toe of said
bluff to an iron rod set for a corner;
THENCE, S 570 48' 52" E, for a distance of 123.79 feet along the toe of said
bluff to an iron rod set for a corner;
THENCE, S 820 05' 16" E, for a distance of 99.67 feet along the toe of said
bluff to an iron rod set for a corner;
THENCE, S 850 20' 57" E, for a distance of 85.96 feet along the toe of said
bluff to an iron" rod set for a corner;
THENCE, N 710 05' 58" E, for a distance of 80.54 feet along the toe of said
bluff to an iron rod set for a corner;
THENCE, N 860 00' 52" E, for a distance of 67.27 feet along the toe of said
bluff to an iron rod set for a corner;
THENCE, S 87° 14' 51" E, for a distance of 72.16 feet along the toe of said
bluff to an iron rod set for a corner;
THENCE, S 64" 43' 10" W, for a distance of 221.10 feet leaving said toe to the
POINT OF BEGINNING;
CONTAINING, 27.2344 Acres or 1,186,332.3671 square feet of land.
Page 6 of 14
EXHIBIT "E"
TRACT A2 (Open Space)
BEING . a tract of land situated in the H. Suggs Survey, Abstract No. 1415,
Tarrant County, Texas;and also being part of that certain tract conveyed to
Trustee, E-Systems, Inc., Pool Trust, as recorded in Volume 7723, Page 289, '
Deed Records_ Tarrant County, Texas; and being more particularly described as
follows:
BEGINNING, at a point being North 87° 20' 01" West, a distance of 260.9 feet
from a known point in the centerline of Thweatt Road (undedicated right-of-
way), said known point being in the most Southerly Southeast corner of the
said E-Systems tract;
THENCE, North 87° 20' 01" West, for a distance of 110.94 feet to an iron rod
set for a corner;
THENCE, North 01° 38' 35" West, for a distance of 184.81 feet to an iron rod
set for a corner;
THENCE, North 45° 00' 00" East, for a distance of 133.97 feet along the toe of
a natural bluff to an iron rod set for a corner;
THENCE, North 30° i5' 23" East, for a distance of 208.39 feet along the toe of
.said bluff to an iron rod set for a corner;
THENCE, North 24° 26' 38" East, for a distance of 120.83 feet along the toe of
said bluff to an iron rod set for a corner;
THENCE, North 11° 00' 13" East, for a distance of 183.37 feet along the toe of
said bluff to an iron rod set for a corner;
THENCE, North 23° 29' .55" East, for a distance of 125.40 feet along the toe of
said bluff to an iron rod set for a corner;
THENCE, North 40° 13' 56" East, for a distance of 328.02 feet along the toe of
said bluff to an iron rod set for a corner;
THENCE, South 85° 47' 23" East, leaving the toe of said bluff for a distance
of 114.25 feet to an iron rod set for a corner;
THENCE, South 7V 44' 42" West, for a distance of 26.75 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, South 27° 33' 10" West, for a distance of 129.71 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, South 65° 13' 30" West,-for a distance of 71.59 feet along the top. of
said bluff to an iron rod set for a corner;
THENCE, South 30° 39' 02" West, for a distance of 156.92 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, South 18° 03' 38" West, for a distance of 241.92 feet .along the top of
said bluff to an iron rod set for a corner;
Page 7 of 14
EXHIBIT "E"
THENCE, South 11° 58' 34" West, for a distance of 168.67 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, South 16° 41' 57" West, for a distance of 52.20 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, South 66° 02' 15" West, for a distance of 49.24 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, South 39° 48' 20" West, for a distance of 39.05 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, South 08° 31' 51" West, for a distance of 101.12 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, South 60° 15' 18" West, for a distance of 80.62 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, South 23° 57' 45" West, for a distance of 49.24 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, South 19° 58' 59" East, for a distance of 58.52 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, South 20° 33' 22" West, for a distance of 95.72 feet along the top
of said bluff to the POINT OF BEGINNING;
CONTAINING, 3.1861 acres or 138,786.8605 square feet of land.
Page 8 of 14
EXHIBIT "E"
TRACT C (Open Space & Floodplain Areas within R-MF-1)
BEING part of the J.M. Baker Survey, Abstract No.. 1691, Dallas County, J. M.
Baker Survey, Abstract No. 167, Tarrant County, T. W. Cousy Survey, Abstract
No. 317, Dallas County, C. S. Dunnagan Survey, Abstract No. 1655, Dallas
County, John Holland Survey, Abstract No. 614, Dallas County, and a part of
all those certain tracts conveyed to Trustee, E-Systems, Inc., Pool Trust,
recorded in Volume 83235, Page 5005, and Volume 84014, Page 3575, Deed
Records, Dallas County, , Texas, County Clerks No. 3391, Deed Records, Denton
County, Texas, and Volume 7723, Page 239, Deed Records, Tarrant County, Texas,
and being more particularly described as follows:
COMENCING, at a point on the northwest line of State Highway 121 (100 foot
right-of-way), point also being the crossing of the Northwest line of State
Highway 121 with the West line of said Dunnagan Survey and the East line of
the J. Gibson Survey, Abstract No. 1715, Dallas County, Gibson Survey; point
also being South 44° 12' 00" West, a distance of. 583.81 feet from the point of
intersection of said Northwest line of State Highway 121 with the centerline
of Thweatt Road (50 feet right-of-way);
THENCE, North 01° 01' 47" East, along the West line of the said Dunnagan
Survey and Gibson Survey common line a distance of 1880.77 feet to a point at
the Northeast corner of the said Gibson Survey and the Southeast corner of the
said Baker Survey;
THENCE, North 88° 52' 20" West, along the common line of the Baker Survey
and the Gibson Survey, a distance of 1815.53 feet to the POINT OF BEGINNING;
THENCE, North 64° 23' 11" East, a distance of 546.00 feet to an iron .rod set
for a corner;
THENCE, North 42° 21' 33" West, for a distance of 125.82 feet to an iron rod
set for a corner;
THENCE, North 69° 02' 56" East, for a distance of 67.97 feet to an iron rod
set for a corner;
THENCE, North 47° 30' 54" East, for a distance of 669.11 feet--to an iron rod
set for a corner;
THENCE, North 13° 20' 56" East, for a distance of 449.00 feet to an ioron rod
set for a corner;
THENCE, North 64° 37' 56" East, for a distance of 374.80 feet to an iron rod
set for a corner;
THENCE, North 48° 59' 56" East, for a distance of 727.80 feet to an iron rod
set for a corner;
THENCE, North 140 37' 49" East, for a distance of 236.94 feet to an iron rod
set for a corner;
one
THENCE, North 780 06'. 00" East, for a distance of 41.12 feet 'to an iron rod
set for a corner;
Page 9 of 14
EXHIBIT "E"
THENCE, North 01° 06' 23" East, for a distance of 537.50 feet to an iron rod
set for a corner;
' THENCE, South 14° 50' 14" East, for a distance of 1834.51 feet to an iron rod
set for a corner;
THENCE, South 66° 33' 7" West, for a distance of 77.01 feet to an iron rod set
for a corner;
THENCE, North 21° 02' 15" West, for a distance of 69.64 feet along the top of
a natural bluff to an iron rod set for a corner;
THENCE, North 60° 56' 43" West, for a distance of 102.96 feet along said top
to an iron rod set for a corner;
THENCE, North 060 34' 55" East, for a distance of 130.86 feet along said top
to an iron rod set for a corner;
THENCE, North 120 48' 15" West, for a distance of 112.81 feet along said top
to an iron rod set for a corner;
THENCE, North 02° 02' 44" East, for a distance of 102.72 feet along said top
to an iron rod set for a corner;
THENCE, North 17° 09' 41" West, for a distance of 532.48 feet leaving said
top to an iron rod set for a corner;
THENCE, South 47° 01' 35" West, for a distance of 1385.11 feet to an iron rod
set for a corner;
THENCE, South 46° 34' 26" West, for a distance of 279.67 feet to an iron rod
set for a corner;
THENCE, South 47° 02' 58" West, for a distance of 653.50 feet to an iron rod
set for a corner;
THENCE, North 71° 43' 55" East, for distance of 272.03 feet along the toe of
said bluff to an iron rod set for a corner;
THENCE, North 75° 31' 47" East, for a distance of 160.08 feet along the •toe of
said bluff to an iron rod set for a corner;
THENCE, North 21° 30' 5" East, for a distance of 177.34 feet along the toe of
said bluff to an iron rod set for a corner;
THENCE, North 45° 00' 00" East, for a distance of 134.35 feet along the toe of
said bluff to an iron rod set for a corner;
THENCE, North 79° 49' 28" East, for a distance of 198.12 feet along the toe of
said bluff to an iron rod set for a corner;
THENCE, North 05° 42' 38" East, for a distance of 100.50 feet along the toe of
said bluff to an iron rod set for a corner;
,,�,�.• Page 10 of 14
EXHIBIT "E"
THENCE, North 32° 44' 07" East, for a distance of 166.43 feet along the toe of
said bluff to an iron rod set for a corner;
THENCE, North 77° 44' 07" East, for a distance of 117.69 feet along the toe of ,
said bluff to an iron rod-set for a corner;
THENCE, North 48° 48' 51" East, fora distance of 53.15 feet along the toe of
.;yam
said bluff to an iron rod set for a corner;
THENCE, North 30° 04' 07." East, for a distance of 109.77 feet along the toe of
said bluff to an iron rod set for a corner;
THENCE, North 52° 35' 41" East, for a distance of 107.00 feet along the toe of
said bluff to an iron rod set for a corner;
THENCE, North 66° 48' 5" East, for a distance of 114.24 feet along the toe of
said bluff to an iron rod set for a corner;
THENCE, South 90° 00' 00" East, for a distance of 145.00 feet along the toe of
said bluff to an iron rod set for a corner;
THENCE, North 36° 52' 12" East, for a distance of 50.00 feet along the toe of
said bluff to an iron rod set for a corner;
THENCE, North 19° 39' 14" East, for a distance of 74.33 feet along the toe of
said bluff to an iron rod set for a corner;
THENCE, North 54° 09' 44" East, for a distance of 111.02 feet along the toe of
said bluff to an iron rod set for a corner;
THENCE, North 79° 22' 49" East,' for a distance of 91.43 feet along the toe of
said bluff to an iron rod set for a corner;
THENCE, South 17° 09' 41" East, leaving the toe of said bluff for a distance
of 132.49 feet to an iron pin set for a corner;
THENCE, North 57° 22' 51" West, for a distance of 129.37 feet along the top of
said bluff to an iron pin set for a corner;
THENCE, South 59° 021 . 101, West, for a distance of 58.31 feet along the top of
said bluff to an iron pin set for a corner;
THENCE, South 10° 29' 29" West, for a distance of 137.30 feet along the top of
said bluff to an iron pin set for a corner;
THENCE, South 42° 52' 44" West, for a distance of 95.52 feet along the top of
said bluff to an iron pin set for a corner;
Page 11 of 14
EXHIBIT "E"
, H
THENCE, South 87° 23' 51" West, for a distance of 110.11 feet along the top of
said bluff to an iron pin set for a corner;
THENCE, South 66° 22' 14" West, for a distance of 174.64 feet along the top of
said bluff to an iron pin set for a corner;
THENCE, South 00° 00' 00" West, for a distance of 135.00 feet along the top of
said bluff to an iron pin set for a corner;
THENCE, South 216 48' S" East, for a distance of 53.85 feet along the top of
said bluff to an iron pin set for a corner;
THENCE, South 19° 58' 59" West, for a distance of 58.52 feet along the top of
said bluff to an iron pin set for a corner;
THENCE, South 85° 54' 52" West, for a distance of 140.36 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, North 480 00' 46" West, for a distance of 134.54 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, South 60° 56' 43" West, for a distance of 51.48 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, South 20° 53' 52" East, for a distance of 294.36 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, South 06° 42' 35" West, for a distance of 85.59 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, South 19° 26' 24" East, for a distance of 90.14 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, South 71° 33' 54" West, for a distance of 63.25 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, North 42 42' 34" West, for a distance of 88.46 feet along the top of
said bluff to an 'iron rod-set for a corner;
THENCE, North 77° 54' 19" West, for a distance of 71.59 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, North 30° 15' 23" West, for a distance of 69.46 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, North 65° 41' 44" West, for a distance of 170.07 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, South 63° 26' 6" West, for a distance of 44.72 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, South 17° 06' 10" West, for a distance of 136.01 feet along the top of
said bluff to an iron rod set for a corner;
Page12 of 14
EXHIBIT "E"
THENCE, South 21° 48' 5" East, for a distance of 53.85 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, South 14° 02' 10" West, for a distance of 61.85 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, South 14' 02' 10" East, for a distance of 61.85 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, South 59° 02' 10" West, for a distance of 58.31 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, North 52° 25' 53" West, for a distance of 82.01 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, .South 62° 14' 29" West, for a distance of 107.35 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, North 63° 26' 06" West, for a distance of 89.44 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, South 45° 00' 00" West, for a distance of 49.50 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, South 38° 17' 25" East, for a distance of 121.04 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, South 00* 00' 00" West, for a distance of 70.00 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, South 65° 13' 30" West, for a distance of 71.59 feet along the top of
1
said bluff to an iron rod set for a corner;
THENCE, North 70`42' 36" West, for a distance of 105.95 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, North 84° 48' 20" West, for a distance of 55.23 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, South 66° 48' 5" West, • fora distance of 76.16 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, South 15° 31' 27" West, for a distance of 164.65 feet along the top of
said bluff to an iron rod set for a corner;
THENCE, North 88° 52' 20" West, leaving the top of said bluff for a distance of 626.72
BEGINNING;
CONTAINING 24.7598 acres or 1,078,537.4156 sq. ft. of land.
OWN*
Page 13 of 14
EXHIBIT "E"
SUMMARY OF OPEN SPACE
AND FLOODPLAIN AREAS
Tract Al (within R-MF-2 ) 27 .2344 ACRES
Tract A2 (within R-MF-2) 3 . 1861 ACRES
Subtotal for Open Space with R-MF-2 Area : 30 . 4205 ACRES
Tract C (within R-MF-1 ) 24 . 7598 ACRES
GRAND TOTAL: 55 . 1803 ACRES
-
Page 14 of 14
EXHIBIT "E"
PROPERTY DESCRIPTION
COMBINED COMMERCIAL AND INDUSTRIAL PROPERTY
WITHIN GRAPEVINE CITY LIMITS ...
BEING a tract .of land situated in the J. Gibson Survey, Abstract No. 1715, i
Tarrant County, Texas, J. M. Baker Survey, Abstract No. 167, Tarrant County,
Texas, the C. S. Dunnagan Survey, Abstract No.1655, the John E. Holland
Survey, Abstract No. 614, and the T. W. Cousy Survey, Abstract No. 817 in the
City of Grapevine, Dallas County, Texas; said tract also being a part of those
certain tracts conveyed to Trustee, E-Systems, Inc., Pool Trust, Recorded in
Volume 83235, Page 5005, and Volume 84014, Page 3575, Deed Records of Dallas
County, Texas; and being more particularly described by metes and bounds in
three tracts as follows:
TRACT 1 ("CC" and "LI" East of Wallace Tract)
BEING a tract of land situated in the C. S. Dunnagan Survey, Abstract No.
1655, the John E. Holland Survey, Abstract No. 614, and the T. W. Cousy
Survey, Abstract No. .817 in the City of Grapevine, Dallas County, Texas; said
tract also being a part of those certain tracts conveyed to Trustee, E-
Systems, Inc. , Pool Trust, recorded in Volume 83235, Page 5005, and Volume
84014, Page 3575, Deed Records of Dallas County, Texas; and being more
particularly described as follows:
BEGINNING, at a point on the Northwest line of State Highway No. 121 (100
foot right-of-way), said point being the intersection of said Northwest line
with the West line of said Dunnagan Survey;
THENCE, North 01° 01' 47" East, along the West line of said Dunnagan Survey,
for a distance of 1594.31 feet to a point for the beginning of a circular
curve to the right;
THENCE, _ departing said West line with said circular curve to the right having
a beginning tangent bearing of North 600 59' 08" East, a central angle of 5°
00' 49119 a radius of 800.00 feet, a tangent length 35.02 feet, and an arc
length of 70.00 feet, to the end of said curve and to a point for the
beginning of a circular curve to the right;
THENCE, along said circular curve to the right having a beginning tangent
bearing of North ll* 40' 40" West, a central angle of 78° 13' 47", a radius of
1020.00 feet, a tangent length of 829.37 feet, and an arc length of 1392.68
feet to the end of said curve to the right;
THENCE, North 66° 33' 07" East, for a distance of 77.01 feet to a point for
corner;
THENCE, North 14° 50' 15" West, for a distance of 1834.51 feet to a point for
corner in the North line of Dallas County;
THENCE, South 880 34' 30" East, along said North line, for a distance of
385.00 feet to a point for corner;
THENCE, South 88° 34' 28" East, continuing along said North line for a
distance of 2824.56 feet to a point for corner;
t
r
Page 1 of 5
EXHIBIT. "F"
THENCE, South 49° 28 • 09" East, departing said North line, for a distance of
628.03 feet to a point for corner in the Northwest line of said State Highway
No. 121;
THENCE, South 44° 12' 00" West; along said Northwest line, for a distance of
S69..06 1 feet to the POINT OF BEGINNING;
CONTAINING, 196.7690 Acres (8,571,259.25 Square Feet) of land.
TRACT 2 ("CC" South Section in Tarrant County)
BEING a tract of land situated in the J. Gibson Survey, Abstract No. 1715,
Tarrant County, Texas; said tract also being part of those certain tracts
conveyed to Trustee, E-Systems, Inc., Pool Trust, recorded in Volume 7723,
Page .289 Deed Records Tarrant County, Texas, and being more particularly
described as follows:
BEGINNING, at a point in the centerline of Thweatt Road (undedicated road),
said point being the intersection of said centerline with the West line of a
tract conveyed to C. F. Pirkle;
THENCE, North 88° 52' 30" West, along said centerline, ' for a distance of
722.90 feet to a point for corner;
THENCE, North 04° 17' 50" East, departing said centerline and along the East
line of tract owned by W. Ray Wallace, for a distance of 656.15 feet to a
point for corner, said point being the Northeast corner of said Wallace tract;
THENCE, North 87° 53' 54" West, along the North line of said Wallace tract,
for a distance of 260.74 feet to a point for corner in the East line of a 60
foot wide roadway;
THENCE, North 70° 20' 25" East,- along said East line, for a distance of
251.98 feet to a point for corner;
THENCE, North 36° 54' 37" Fast, continuing along said East line for a
distance of 344.29 feet to a point for ,corner; -
THENCE, North 35° 42' 30" East, continuing along said East line, for a
distance of 123.24 feet to a point for corner;
THENCE, North 21° 12' 50" West, continuing along said East line, for a
distance of 199.11 feet to-a point for corner;
THENCE, North 64° 43' 10" East, continuing along said East line, for a
distance of 567.52 feet to a point for corner;
Page 2 of 5
EXHIBIT "F"
THENCE, South 250 16' -50" East, departing said East line, for a distance of
3.17 feet to a point for corner, said point being Northwest corner of said C.
F. Pirkle tract;
- -THENCE, South 00* 53' 27" West, along the West line of said Pirkle tract, for
a distance of 1563.49 feet to the POINT OF BEGINNING;
CONTAINING, 20.8355 Acres (907,594.22 Square Feet) of land.
TRACT 3 ("CC" North Section in Tarrant County)
BEING a tract of land situated in the J. Gibson Survey, Abstract No. 1715, and
the J. M. Baker Survey, Abstract No. 167, Tarrant County, -Texas; said tract
being part of that certain tract conveyed to Trustee, E-Systems, Inc., Pool
Trust, recorded 'in Volume 7723, Page 289, Deed Records Tarrant County, Texas;
and being more particularly described as follows:
COMMENCING, at a point in the centerline of Thweatt Road (undedicated
roadway), said point also being the most Westerly intersection of said
centerline with the West line of a tract owned by C. F. Pirkle as recorded in
the Deed Records of Tarrant County, Texas; THENCE, North 00* 53' 27" East,
along said Pirkle West line for distance of 1563.49 feet; -THENCE, North 25° OAW
16' 50" West, for a distance of 3.17 feet to a point on the East line of a 60
foot wide roadway; THENCE, 64° 43' 10" East, along said East line, for a
distance of 545.99 feet; - THENCE, North 42` 21' 50" West, continuing along
said East line for a distance of 125.82 feet to a point on the centerline of
Denton Creek; THENCE, South 69° 02' 56" West, along said centerline, for a
' distance of 64.45 to the POINT OF BEGINNING;
THENCE, South 42° 21' 50" East, departing said centerline and along the West
line of said 60 foot wide roadway, for a distance of 68.14 feet to a point for
corner;
THENCE, South 64° 43' 10" West, continuing along said West line for a
distance of 835.87 feet to a point for corner;
THENCE, North 01° 37' 23" East, departing said West line, for a distance of
541.89 feet to a point for corner on the centerline of said Denton Creek;
THENCE, South 75° 36' 04" East, along said centerline, for a distance of
646.13 feet to a point for corner;
THENCE, North 69° 02' 56" East, continuing along said centerline, for a
distance of 73.58 feet to the POINT OF BEGINNING;
CONTAINING, 4.6512 Acres (202,608.01 Square Feet) of land.
Page 3 of 5
EXHIBIT "F"
r
PROPERTY DESCRIPTION
CC AND LI OUTSIDE OF GRAPEVINE CITY LIMITS
Being a part of the B.B.B. and C.R.R. Company Survey, Abstract No. 145, Denton
County, Peter Harmonson Survey, Abstract No. 530, Denton County, and the H.
Turner Survey, Abstract No. 1248, Denton County, and being part of those
certain tracts conveyed to Trustee, E-Systems, Inc., Pool Trust, recorded in
Volume 83235, Page 5005, Volume-84014, Page 3575, Deed Records, Dallas County,
Texas, County Clerks No. 3391. Deed Records, Denton County, Texas, and Volume
7723, Page 289, Deed Records, Tarrant County, Texas, and being more
particularly described by metes and bounds as follows:
COMMENCING at a point in the present Northwest line of State Highway 121, a
100 foot right-of-way, point also being the crossing of the said present
Northwest line of State Highway 121 and the West line of the said Dunnagan
Survey and the East line of the said Gibson Survey, point also being S 44° 12'
W, a distance of . 583.81 feet from the point of intersection of the said
present Northwest line of State Highway 121 and the present center line of
Thweatt Road, a 50 foot right-of-way road, said point also being the most
Easterly Southeast corner of said E-Systems tract;
THENCE, N 440 12' 00" E. a distance of 5696.00 feet along said present
Northwest line of State Highway 121 to a point for corner;
THENCE, N 49° 28' 09" W, a distance of 628.03 feet to the POINT OF BEGINNING;
THENCE, N 880 34' 28" W. a distance of 2824.56 feet to i point in the present
center of the channel of Denton Creek;
THENCE, Northeast along the center of the channel of Denton Creek the
following:
N 19° 35' 25" E, a distance of 645.01 feet;
N 12° 26' 48" E, a distance of 491.12 feet;
N 14° 25' 30" E, a distance of 220.00 feet;
N 41° 35' 30" E, a distance of 685.00 feet;
N 24° 05' 30" E, a distance of 698.00 feet;
N 13° 15' 30" E, a distance of 160.00 feet;
N 01° 05' 30" E,' a distance of 240.00 feet;
N 26° 20' 30" E, a distance of 427.00 feet;
N 73° 25' 30" E, a distance of 312.00 feet;
S 65° 14' 30" E, a distance of 152.00 feet;
S 41° 29' 30" E, a distance of 125.00 feet;
S 09° 44' 30" E, a distance of 147.00 feet;
S 32° 20' 30" W. a distance of 203.00 feet;
S 02° 30' 30" W, a distance of 259.70 feet;
S 47° 29' 30" E, a distance of 285.00 feet;
S 81° 59' 30" E, a distance of 223.00 feet;
- S 44° 54' 30" E, a distance of 125.00 feet;
S 100 25' 30" W, a distance of 103.00 feet;
S 560 35' • 30" W, a distance of 280.00 feet;
S 26° 10' 30" W. a•distance of -154.00 feet;
S 52° 44' 30" E, a distance of 245.00 feet;
S 86° 39' 30" E, a distance of 366.00 feet;
Page 4 of 5
EXHIBIT "F"
F a
S 02° 32' 40" E, a distance of 677.70 feet;
S 140 57' 47" E. a distance of 232.33 feet;
S 40° 14' 33" E, a distance of 202.77 feet;
S 590 32' 09" E, a distance of 88.16 feet to a point for corner;
THENCE, South 01' 25' 30" West, a distance of 664.10 feet to the POINT OF
BEGINNING;
CONTAINING, 127.45 Acres of land.
. w
Page 5 of 5
EXHIBIT "F"
EXHIBIT "D" TO
ORDINANCE NO. 85-60
October 1, 1985
City Council of Grapevine, Texas
413 Main Street
Grapevine, Texas 76051
Re: That certain real property located in the City of
Grapevine, Dallas, Denton and Tarrant Counties, Texas,
consisting of approximately 518 acres and being more
particularly described on Exhibit "A" attached hereto and
made a part hereof for all purposes (the "Property" ) .
Honorable Mayor and Members of the Grapevine City Council:
In connection with its proposed ownership and development of the
above-captioned Property, 519 GRAPEVINE JOINT VENTURE, a Texas joint
venture (the "Owner" ) and THE CITY OF GRAPEVINE, TEXAS (the "City" )
each desire to enter into this Letter Agreement regarding certain
aspects relating to the Property and the proposed development thereof
for multi-use purposes. The Owner and the City hereby agree as
follows:
1. Within six (6) months after the execution of this Letter
Agreement, the Owner and City shall execute the following
documents: (i) Quitclaim Deed and Agreement covering a
proposed park site to be dedicated to the City and
containing certain agreements for the City to maintain the
park and the swale adjacent to the park, and (ii) a second
Quitclaim Deed and Agreement relating to the dedication by
Owner to the City of a certain site for use by the City as a
fire station with construction of the fire station to begin
within ten (10) years from the date of the execution of the
deed.
2. The Owner agrees to file for record deed restrictions
limiting the maximum number of multiple family dwelling
units in the residential areas, designating the buildable
areas for residential development and prohibiting
buildings on hillsides and in the flood plain as generally
shown on the site plan, providing acoustical requirements
for multiple family structures, allowing public access to
the hillsides and flood plain for jogging and hiking and
prohibiting multiple family uses in the industrial and
commercial areas including that portion of the property
not currently within the city limits of the City of
Grapevine.
3 . The Owner further agrees to cause the construction of a
monument (the "Monument" ) on the Property identifying the
northern entrance of the City of Grapevine along State
Highway 121 in conjunction with Owner' s development of
that portion of the Property adjoining the proposed
location of the Monument. Owner shall propose certain
plans and- specifications relating to its proposed
construction of such Monument for review by the City of
Grapevine prior to initiating construction thereon.
Notwithstanding the foregoing, Owner shall in no way be
liable for an amount in excess of TEN THOUSAND AND NO/100
DOLLARS ($10, 000.00) in connection with its obligation to
construct such Monument.
4. Owner agrees to pay the City FIVE HUNDRED THOUSAND AND
N0/100 DOLLARS ($500, 000. 00) for use by the City in its
initial development of the park site described in the
Quitclaim Deed and Agreement referenced in paragraph l(i )
above. It is expressly agreed that this sum shall be paid
by Owner to the City immediately after the issuance of any
building permit required by Owner in connection with the
development of the Property. The $500, 000.00 will be kept
in an interest-bearing account until it is used for park
improvements and all interest from the amount will be used
for park improvements. The funds may only be used to
construct improvements that are mutually acceptable to the
City and Owner. The park improvements will be completed
within two (2 ) years after the money is given.
5. The Owner further agrees to provide a school site which is
mutually acceptable to the Owner and the Grapevine
Independent School District (the "District" ) within one
( 1) year from the date of the execution of this Letter
. Agreement. If a mutually agreeable school site is found
within one (1) year from the date of the execution of this
Letter Agreement, Owner shall retain a right of first
refusal to repurchase the school site for. $500, 000. 00 if
the District does not construct a school on that site
within five (5) years from the date of the issuance by the
City of the first Certificate of Occupancy as may be Poo
required or requested by Owner in connection with its
residential development of that portion of the Property
described more particularly on Exhibit "B" attached hereto
and made a part hereof for all purposes, or ceases to use
the school site for the location of a school. In the
alternative, if Owner and the District do not agree on a
school site within one (1) year from the date of the
execution of this Letter Agreement, Owner will pay .a sum of
FIVE HUNDRED THOUSAND AND NO/100 DOLLARS ($500, 000.00) to
the District for use by such District in constructing or
operating new or existing school or schools. The sum
-2-
described in this paragraph shall be paid by Owner to the
District immediately following the issuance by the City of
the first Certificate of Occupancy as may be required or
requested by Owner in connection with its residential
development of that portion of the Property described more
particularly on Exhibit "B" attached hereto and made a part
hereof for" all purposes. The $500, 000. 00 paid to the
District pursuant to this paragraph shall be used for
constructing or operating the schools that serve the
Property.
6. This Letter Agreement shall be binding upon the City, its
successors and assigns and Owner, its successors and
assigns to the Property, and shall be construed in
accordance with the laws of the State of Texas.
7. Owner and City agree that the obligations of the Owner are
in recognition by the Owner of the impact that the
development of the Property has on the City and its park
system and the impact of the development on the Grapevine-
Colleyville Independent School District. Owner and City
recognize and agree that said agreement is legal, binding
and enforceable in the county of this state where the
Property is located by s+iit, f9r specific performance and
all other lawful remedi S.
Executed this day of ` 1985 by Owner.
519 GRAPEVINE JOINT VENTURE,
a Texas joint venture
By: TERRA INTERNATIONAL, INC. ,
a Texas corporation and its
Manag. ng Vent r
By:
A Z /l/ 1 J2--
M—. P Spai resident
ACCEPTED AND AGREED TO
this lzt day of ae-lt 1985
CITY OF GRAPEVINE EXAS
Name: T cwerrs ATTEST: (�1t2��
Title: L110*1r- City Secret ry.
-3-
a�aa
STATE OF TEXAS §
��aa §
COUNTY OF.� - §
This instrument was acknowledged before me on � tv-)6' .
1985, by M. PAUL SPAIN as President of TERRA INTERNATIONAL, INC. , a
Texas corporation as Managing Venturer on behalf of 519 GRAPEVINE
JOINT VENTURE, a Texas joint venture.
Notary Public in a d for
the State of Texas
-kx!'If L
Typed or Printed me of Notary
My Commission Expires:
(SEAL)
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrume t was acknowledged before me oxi
1985, by C,q6l, v1 of
CITY OF GRAPEVINE, TEXAS, a Texas municipality, on behalf of said
municipality.
Notary Public in dnd for
the State of Texas
My Commission Expires:
5-,--46 -U
(SEAL)
-4-
OWT-
PROPERTY DESCRIPTION
OVERALL TRACT
BEING a part of the J. M. Baker Survey, Abstract No. 1691, Dallas County, J.
M. Baker Survey; Abstract No. 167, Tarrant County, B.B.B. and C.R.R. Company
Survey, Abstract No. 145, Denton County, T. W. Cousy Survey, Abstract No. 317,
Dallas County, C. S. Dunnagan Survey, Abstract No. 1655, Dallas County, J.
Gibson Survey, Abstract No. 1715, Dallas County, J. Gibson Survey, Abstract
i No. 587, Tarrant County, Peter Harmonson Survey, Abstract No. 530, Denton
County, John Holland Survey, Abstract No. 614, Dallas County, Jesse Moore
Survey, Abstract No. 968, Dallas County, II. Suggs Survey, Abstract No. 1415,
Tarrant County, and the H. Turner Survey, Abstract No. 1248 Denton County, and
being all of those certain tracts conveyed to Trustee, E-Systems, Inc. , Pool
Trust, recorded in Volume 83235, Page 5005, and Volume 84014, Page 3575, Deed
Records, Dallas County, . Texas, County Clerks No. 3391, Deed Records, Denton
County, Texas, and Volume 7723, 'Page 289, Deed Records, Tarrant County, Texas,
and being more particularly described by mates and bounds as follows:
BEGINNING at a railroad spike driven in the present center line of Thweatt
Road, a 40 foot wide undedicated County road, point being in the Southline of
said Tract as described in said E-Systems deed, point being N 18° 36' E 209.62
feet, N 30° 32' E 1578.12 feet, N 37° 23' E 247.41 feet, N 51° 42' E 247.43
feet, N 58° 41' E 241.74 feet, N 68° 31' E 258.23 feet, and N 76° 36' E 188.31
feet from the most southerly southeast corner of said E-Systems tract;
THENCE, Southwesterly along the said present center line of Thweatt Road, and
along the common line between E-Systems Tract 1 and the H.W. Klein 131.342
acre tract described in deed recorded in the Tarrant County Deed Records the
following:
S 760 36' 00" W. a distance of 188.31 feet to an iron rod found for
corner;
S 680 31' 00" W. a distance of 258.23 feet to an iron rod found for
corner;
S 58° 41' 00" W. a distance of 241.74 feet to an iron rod found for
corner;
S 51° 42' 00" W, a distance of 247.43 feet to an iron rod found for
corner;
S 37° 23' 00" W, a distance of 247.41 feet to an iron rod found for
corner;
S 300 32' 00" W, a distance of 1578.12 feet to an iron rod found for
corner;
S 180 36" 00" W, a distance of 209.62 feet to an iron rod found for
` corner at the said most southerly southeast corner of said E-Systems
tract;
.: THENCE, N 87° 20' 01" W, a distance of 371.84 feet along an existing fence
line to a fence corner post for corner;
THENCE, N 01° 38' 35" W, a distance of 423.88 feet along an existing fence
line to a fence post for corner in the west line of said Suggs Survey;
EXHIBIT
Page 1 of 5
THENCE, N 040 52' 37" E, a distance of 730.00 feet along the west line of said
Suggs Survey to a fence corner post for corner at the Northwest corner of said
Suggs Survey and the southwest corner of said Gibson Survey;
THENCE, S 850 47' 23" E, a distance of 694.00 feet along the south line of
said Gibson Survey to a concrete monument for corner;
THENCE, N 03° 57' 37" E, a distance of 990.65 feet to a point for corner in
the center of Denton Creel:;
THENCE, Northeast along the present center line of Denton Creek Channel the
following:
N 20° 47' 05" E., a distance of 654.81 feet;
N 30° 58' 00" E, a distance of 788.00 feet;
N 07° 14' 40" E, a distance of 528.32 feet passing from the Gibson to
the Baker Survey;
N 420 32' 56" F, a distance of 851 .80 feet;
N 70° 43' 54" E, a distance of 375.20 feet;
S 89' 39' 04" E, a distance of 432.10 feet; ►
S 25° 46' 04" C, a distance of 514.30 feet;
S 75' 36' 04" E, a distance of 796.70 feet;
N 69° 02' 56" E, a distance of 73.58 feet to the Northwest corner of
a 60 foot wide road;
N 690 02' 56" E, a distance of 64.45 feet to the Northeast corner of
a 60 foot wide road;
N 69° 02' 56" E, a distance of 67.97 feet;
N 47° 30' 54" E, a distance of 669.11 feet ;
M 13° 20' 56" E, a distance of 449.00 feet;
N 64' 37' 56" E, a distance of 374.80 feet;
N 480 59' 56" E, a distance of 727.80 feet passing from t:he Baker to
the Dunnagan Survey;
N 14° 37' 49" E, a distance of 236.94 feet;
N 78` 06' 00" F, it distance of 41 .12 feet to the east line of sai J
Dunnagan Surv►ry tu►d the west line of said Cousy Survey, a witne=n
iron rod found at N 01° 05' 23" E, a distance of 100 feet;
THENCE, N 010 06' 23" E, a distance of 537.50 feet along the west line of said
Cousy Survey to an iron rod for corner in the Dallas and Denton Counti42S
cornmon line at tale northwest corner of said Cousy Survey
THENCE, S 88° 34' 30" E, a distance of 385.00 feet along; the North line c:
said Cousy Survey to tile grresent center of the channel of Denton Creek;
THENCE, northeast and continuing along the center of the channel of Dent u
Creek the following:
N 19° 35' 25" E, a distance of 645.01 feet;
N 12` 26' 48" E, a distance of 491.12 feet;
N 14° 25' 30" r, a distance of 220.00 feet;
N W 35' 30" E, a distance of 685.00 feet;
N 24° 05' 30" E, a distance of 698.00 feet;
N 13' 15' 30" E, a distance of 160.00 feet;
N OV 05' 30" E, a distance of 240.00 feet;
EXHIBIT "A"
Page 2 of 5
r�
N 260 20' 30" E, a distance of 427.00 feet;
N 73° 25' 30" E, a distance of 312.00 feet;
S 650 14' 30" E, a distance of 152.00 feet;
S 41° 29' 30" E, a distance of 125.00 feet;
S 09° 44' 30" E, a distance of 147.00 feet;
S 320 20' 30" W, a distance of 203.00 feet;
S 02° 30' 30" W, a distance of 259.70 feet;
S 470 29' 30" E, a distance of 285.00 feet;
S 81° 59' 30" E, a distance of 223.00 feet;
S 44° 54' 30" E, a distance of 125.00 feet;
S 10° 25' 30" W, a distance of 103.00 feet;
S 560 35' 30" W; a distance of 280.00 feet;
S 260 10' 30" W, a distance of 154.00 feet;
S 52' 44' 30" E, a distance of 245.00 feet;
S 86' 39' 30" Is, a distance of 366.00 feet;
S 02° 32' 40" E, a distance of 677.70 feet;
S 14° 57' 47" E, a distance of 232.33 feet;
S 40° 14' 33" E, a distance of 221 .06 feet;
S 59° 32' 09" E, a distances of 88. 16 feet to a point for corner;
A THENCE, S 010 25' 30" 141 a distance of 664.10 feet to an iron rod found for
corner in the south line of said B.B.B. and C.R.R. Company Survey and Dallas
and Denton County common line;
THENCE, S 49° 28' 09" E, a distance of 628.03 feet to an iron rod for corner
in the said present Northwest line of State Highway 121 ;
THENCE, S 440 12' 00" W, a distance of 5696.01 feet along the said present
Northwest line of State Highway 121 to a point for corner, point also being
the crossing of the west line of said Dunnagan Survey and the Fast line of
said Gibson Survey, point also being S 44° 12' 00" W, a distance of 583.81
feel. from the point of intersection of the said present Northwest line of
State Highway 121 and the present center line of Thweatt Road, a 50 foot
right-of-way road, point. also being the most easterly southeast corner of said
E-Systems tract. ;
TUNCE, N 010 01' 47" E, a distance of 1880.78 feet along an existing fence
line to a 5/8-inch iron rod at a fence corner post for corner,
THENCE, N 88° 52' 20" 14, a distance of 1815.53 feet: along an existing fence to
an iron pipe found for corner;
THENCE, S 00° 53' 27" W, a distance of 1563.49 feet passing along a meandering
fence Lo an iron rod found for corner in the present center line of ThwcatL
Road, an undedicated 40 foot wide county road at this point;
THENCE, N 88° 52' 30" W, a distance of 722.90 feet along the said present
center line of Thweatt. Road to a railroad spike driven for corner;
THENCE, N 880 52' 30" 14, a distance of 102.67 feet continuing along present
center line of Thweatt Road;
THENCE, S 89° 54' 00" W, a distance of 505.55 feet continuing along present
center line of Thweatt Road to a point for corner;
EXHIBIT "A"
Page 3 of 5
ONO
F
THENCE, S 760 36' 00" W, a distance of 24.74 feet continuing along the present
center line of Thweatt Raod to the POINT OF BEGINNING;
CONTAINING, 531.86 acres of land.
SAVE AND EXCEPT the Wallace Tract, and being more particularly described as
follows:
BEGINNING at a railroad spike driven in the present cener line of Thweatt
Road, a 40 foot wide undedicated County road, point being the South line of
said Tract as described in said E-Systems deed, point being N 18° 36' E, a
distance of 209.62 feet, •N 30° 32' E, a distance of 1578.12 feet, N 370 23' E,
a distance of 247.41 feet, N 51° 42' E, a distance of 247.43 feet, N 58° 41 '
E, a distance of 241 .74 feet, N 68° 31' E, a distance of 258.23 feet, and N
76' 36' E, a distance of 188.31 feet from the most southerly Southeast corner
of said E-Systems tract ;
THENCE, S 00° 51 ' 00" E, a distance of 742.73 feet to an iron rod found for
corner;
THENCE, N 870 57' 10" W, a distance of 420.07 feet along an existing fence
line to an iron rod found for corner at a fence corner post;
THENU, Northerly along the west. line of a 60 foot wide road the following:
S 700 20' 25" W. a distance of 225.32 feet to an iron rod found for
corner;
S 36° 54' 37" 14, a distance of 325.65 feet to an iron rod found for
corner;
S 35° 42' 30" 1•1, a distance of. 90.22 feet to an iron rod found for
corner;
S 210 12' 50" L•', a distance of 222.59 feet to an iron rod found for
corner;
S 64' 43' 10" V, a distance of. 1088.19 feet to an iron rod found for
corner;
THENCE, S 420 21 ' 50" E, a distance of 68. 14 feet to the Northwest corner of
said 60 foot wide road;
THEN(:I', 14 69' 02' _,6" Y, a distance of 64.45 feet to the Northeast cornnr of a
O oufouf t wide road, and present centerline of Denton Creek;
THENCE, Southwest along the Southeast line of said 60 foot wide road the
following:
S 42° 21 ' 50" E, a distance of 125.81 feet to an iron rod found for
corner;
S 64° 43' 10" W, a distance of 1113.51 feet to an iron rod found for
corner;
EXHIBIT. "A"
Page 4 of 5
S 21° 12' 50" E, a distance of 199.11 feet to an iron rod found for
corner;
S 35° 42' 30" W, a distance of 123.24 feet to an iron rod found for
corner;
S 36° 54' 37" W, a distance of 344.29 feet to an iron rod found for
corner;
S 70° 20' 25" W, a distance of 251.98 feet to an iron rod found for
corner;
THENCE, S 87° 53' 54" E, a distance of 260.74 feet along an existing fence
line to an iron rod found at *a fence corner post for corner;
THENCE, S 04° 17' 50" 14, a distance of 656. 15 feet along an existing fence
line to a railroad spike driven for corner at the present centerline of
Thweatt Road;
THENCE, N 880 52' 30" W, a distance of 102.67 feet continuing along the
present center line of Thweatt Road;
TIIENCE, S 89° 54' 00" W, a distance of 505.55 feet continuing along the
present centerline of Thweatt Road to a point for corner;
THENCE, S 760 36' 00" W, a distance of 24.74 feet continuing along present
centerl.ine of Thweatt Raod to the POINT OF BEGINNING;
CONTAINING, 13.52 acres of land.
The net acreage of the subject tract less the Wallace Tract is 518.34 acres.
EXHIBIT. "A"
Page 5 of 5
!r=
PROPERTY DESCRIPTION
RESIDENTIAL AREAS
BEING part of the J. M. Baker Survey, Abstract. No. 1691, Dallas County, J. M.
Baker Survey, Abstract No. 167, Tarrant County, T. W. Cousy Survey, Abstract
No. 317, Dallas County, C. S. Dunnagan Survey, Abstract No. 1655, Dallas
County, John Holland Survey, Abstract No. 614, Dallas County, J. Gibson
Survey, Abstract No. 587 Tarrant County and the H. Suggs Survey, Abstract No.
1415 Tarrant County 'and a part of all of .those certain tracts conveyed to
Trustee, E-Systems, Inc., Pool Trust, recorded in Volume 83235, Page 5005, and
Volume 84014, Page 3575, Deed Records, Dallas County, Texas, County Clerk's
No. 3391, Deed Records, Denton County, Texas, and Volume 7723, Page 289, Deed
Records, Tarrant County, Texas, and being more particularly described by metes
and bounds in -two tracts as follows:
TRACT 1
BEING a tract of land situated in the J. M. Baker Survey, Abstract No. 167,
the J. Gibson Survey Abstract No. 587, and the H. Suggs Survey, Abstract No.
1415, Tarrant County, Texas; and also being part of that certain tract
conveyed to Trustee, . E-Systems, Inc., Pool Trust, as recorded in Volume 7723,
Page 289, Deed Records Tarrant County, Texas; and being more particularly
described as follows:
BEGINNING, at a point in the centerline of Thweatt Road (undedicated right-
of-way), said point being the most Southerly Southeast corner of the
previously described E-Systems tract;
THENCE, North 87° 20' 01" West, departing said centerline, for a distance of
371.84 feet to a point for corner;
THENCE, North O1° 38' 35" West, for a distance of 423.88 feet to a point for
corner;
THENCE, North 04° 52' 37" East, for a distance of 730.00 feet to a point for
a corner;
TIIENCE, South 85° 47' 23" East, for a distance of 694.00 feet to a point for
corner;
THENCE, North 03° 57' 37" East, for a distance of 990.65 feet to a point for
corner in the centerline of Denton Creek, and continuing along the meanders of
said creek as follows:
North 20° 47' 05" East, for a distance of 654.81 feet;
North 30° 58' 00" East, for a distance of 788.00 feet;
North 07° 14' 40" East, for a distance of 528.32 feet;
North 42° 32' 56" East, for a distance of 851.80 feet;
North 70° 43' 54" East, for a distance of 375.20 feet; '
Page 1 of 4
EXHIBIT "B"
WNW---.
South 89° 39' 04" East, for a distance of 432.10 feet;
South 250 46' 04" East, for a distance of 514.30 feet;
South 75° 36' 04" East, for a distance of 150.57 feet to a point for
a corner;
THENCE, South 01° 37' 23" West, for a distance of 541.89 feet to a point for
a corner;
THENCE, South 64° 43' 10" West, continuing along said West line, for a
distance of 252.32 feet to a point for corner;
THENCE, South 21° 12' 50" East, , continuing along said West line for a
distance of 222.59 feet to a point for corner;
THENCE, South 35° 42' 30" West, continuing along said West line for a
distance of 90.22 feet to a point for corner;
THENCE, South 36° 54' 37" West, continuing along said West line for a
distance of 325.65 feet to a point for corner;
THENCE, South 70° 20' 25" West, continuing along said West line for a
distance of 225.32 feet to a point for corner;
THENCE, North 87° 57' 10" West, departing said West line, for a distance of
420.07 feet to a point for corner;
THENCE, South 00° 51' 00" East, for a distance of 742.73 feet to a point for
corner in the centerline of said Thweatt Road;
THENCE, South 76° 36' 00" West, along said centerline, for a distance of
188.31 to a point for corner;
THENCE, South 68° 31' 00" West, continuing along said centerline, for a
distance of 258.23 feet to a point for corner;
THENCE, South 58° 41' 00" West, continuing along said centerline, for a
distance of 241.74 feet to a point for corner;
THENCE, South 51° 42' 00" West, - continuing along said centerline, for a
distance of 247.43 feet to a point for corner;
THENCE, South 37° 23' 00" West, continuing along said centerline, for a
distance of 247.41 feet to a point for corner;
THENCE, South 30° 32' 00" West, continuing along said centerline, for a
distance of 1578.12 feet to a point for corner;
THENCE, South 180 36' 00" West, continuing along said centerline, for a
distance of 209.62 feet to the POINT OF BEGINNING;
CONTAINING, 116.3441 Acres (5,067,774.48• Square Feet) of land.
Page 2 of 4
EXHIBIT "B"
TRACT 2
BEING part of the J. M. Baker Survey, Abstract No. 1691, Dallas County, J. M.
Baker Survey, Abstract No. 167, Tarrant County, T. W. Cousy Survey, Abstract
No. 317, Dallas County, C. S. Dunnagan Survey, Abstract No. 1655, Dallas
County, John Holland Survey, Abstract No. 614, Dallas County, and a part of
all of those certain tracts conveyed to Trustee, E-Systems, Inc., Pool Trust,
recorded in Volume 83235, Page 5005, and Volume 84014, Page 3575, Deed
Records, Dallas County, Texas, County Clerk's No. 3391, Deed Records, Denton
County, Texas, and Volume 7723, Page 289, Deed Records, Tarrant County, Texas,
and being more particularly described as follows:
COMMENCING, at a point on the northwest line of State Highway 121 (100 foot
right-of-way), point also being the crossing .of the Northwest line of State
Highway 121 with the West line of said Dunnagan Survey and the East line of
said Gibson Survey; point also being South 44° 12' 00" West, a distance of
583.81 feet from the point of intersection of said Northwest line of State
Highway 121 with the centerline of Thweatt Road (50 feet right-of-way);
THENCE, North O1° 01' 47" East, along the West line of the said Dunnagin
Survey, same being the East line of the said Gibson Survey, a distance of
1594.31 feet to the POINT OF BEGINNING;
THENCE, North O1° 01' 47" East, continuing along said Dunnagan Survey and
Gibson Survey common line a distance of 286.46 feet to a point at the
Northeast corner of the said Gibson Survey and the Southeast corner of the
said Baker Survey;
THENCE, North 88° 52' 20" West, along the common line of the Baker Survey and
the Gibson Survey, a distance of 1815.53 feet to a point for corner;
THENCE, North 25° 16' 50" West, a distance-of 3.17 feet to a point for corner
on the Southeast line of a 60 foot wide road;
THENCE, North 64° 43' 10" East, along said Southeast line, a distance of
545.99 feet to a point for corner;
THENCE, North 42° 21' 33" West, along the Northeast line of said 60 foot wide
road, a distance of 125.82 feet to a point for corner on the centerline of
Denton Creek;
THENCE, North 69° 02' 56" East, along said Denton Creek centerline, a
distance of 67.97 feet to a point for corner;
THENCE, North 47° 30' 54" East, along the centerline of Denton Creek, a
distance of 669.11 feet to a point for corner;
THENCE, North 13° 20' 56" East, along the centerline of Denton Creek, a
distance of 449.00 feet to a point for corner;
THENCE, North 64° 37' 56" East, along the centerline of Denton Creek, a
distance of 374.80 feet to a point for corner;
THENCE, North 48° •59' 56" East, along the centerline of Denton Creek, a
distance of 727.80 feet to a point for corner;
Page 3 of 4
EXHIBIT "B"
Woo-=_
THENCE, North 14° 37' 49" East, along the centerline of Denton Creek, a
distance of 236.94 feet to a point for corner;
THENCE, -North 78° 06' 00" East, a distance of 41.12 feet to a point for
corner on the East line of the said Dunnagan Survey, same being the West line
of the said Cousy Survey;
THENCE, North O1° 06' 23" East, along the common line of said Dunnagan Survey
and said Cousy Survey,' a distance of 537.50 feet to a point for corner on the
Dallas and Denton Counties common line, said point also being the Northwest
corner of the Cousy Survey;
THENCE, South 14° 50' 15" East, a distance of 1834.51 feet to a point for
corner;
THENCE, South 66° 33' 07" West, a distance of 77.01 feet to the beginning of
a curve to the left;
THENCE, along said circular curve to the left having a beginning tangent
bearing of South 66° 36' 07" West, a central angle of 78° 13' 47", a radius of
1020.00 feet, a tangent length of 829.37 feet, and an arc length of 1392.68
feet to the end of said circular curve to the left and the beginning of a
second circular curve to the left;
THENCE, along said circular curve to the left having a beginning tangent
bearing of South 65° 59' 57" West, a central angle of 5° 00' 49", a radius of
800.00 feet, a tangent length of 35.02 feet, and an arc length of 70.00 feet
to the POINT OF BEGINNING;
• CONTAINING, 56.9415 Acres (2,480,373.80 Square Feet) of land.
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EXHIBIT "B"