R84-11 05-14-84 RBSOLUT. IOB NO. R84-11
RESOLUTION OF THE CITY OF PEARLAND
GIVING THE CITY'S CONSENT TO THE ANNEXATION
OF LANDS INTO
BRAZORIA COUNTY MUNICIPAL UTILITY DISTRICT NO. 2
WHEREAS, Section 54.016, Texas Water Code, as amended, provides
that no land within the corporate limits of a city shall be annexed into
a municipal utility district unless the City grants its written consent,
by resolution or ordinance, to the annexation of such land within the
district; and
WHEREAS, the City Council has heretofore found and determined, and
hereby affirmatively finds and determines that there exists within the
corporate limits of the City of Pearland, Texas, an area wherein it is
desired that a municipal utility district be created; and
WHEREAS, Brazoria County Municipal Utility District No. 2 has been
organized as a conservation and reclamation district (more particularly
a municipal utility district) by authority of Article XVI, Section 59,
Texas Constitution, in accordance with and having all the powers
provided by Chapter 54, Texas Water Code, as amended; and
WHEREAS, said district now wishes to obtain the City's Consent to
annex lands into its boundaries;
THEREFORE, BE IT RESOLVED by the City Council of the City of
Pearland, Texas:
1. That all of the matters and facts set out in the preamble
hereof are true and correct.
2. That the City Council of the City of Pearland, Texas, hereby
specifically gives its written consent as provided in Section 54.016,
Texas Water Code, to the annexation of the land described by metes and
bounds in Exhibit "A' into Brazoria County Municipal Utility District
No. 2 of Brazoria County, Texas, a municipal utility district
organized by authority of Article XVI, Section 59, Texas Constitution,
and in accordance with and having all the powers provided by Chapter 54,
Texas Water Code, as amended.
3. That the annexed territory shall comply with the terms and
conditions of the City's Consent Resolution approving the creation of
Brazorta Co~ty Munict~l Utility District No. 2 which includes, inter
alia, an agreement that the m~fcipal utility district and the o~ers or
d~elo~rs of lands therein ~11 c~ply ~th City of Pearland ~dinance
~.411-1.
6. me City hereby ex~essly covenants and agrees that annexation
of the ~operty in the redefined district (Exhibit "B' attached hereto)
by the City of Pearland shall not occur (a) ~ior to (i) the
Installation of facilities by the District sufficient to serve ninety
percent (90~) of the total aggregate n~r of equivalent d~lling ~its
of the District calculated at the maxim~ densities established in the
~ncept~l Plan dated Sept~r, 1982 (Exhibit "C~) as approved by the
City of Pearland and (ii) the iss~nce of Bonds in an ~o~t sufficient
to finance the facilities required by the preceding phrase or (b) ~til
the fifteenth (15th) anniversary date of the Consent Date, whichever
shall first occur.
5. mat this ~solution sba11 ta~ effect i~ediately from and
after its passage in accordance ~th the ~ovlsions of t~ ~arter of
the City of Pearlsnd a~ it is accordingly so resolved.
PASSED AND APPenD this ?~/day of ~ , 1986, at
a regular meeting of the City Co~cil duly called~requtred by law.
T~ REYD~ ~yor
City of Pearland, ~xas
~ty Secretary
~O~D AS TO
~RAL HOMES COR~TION~
a Texas Limited Partnership
n few E. Howard
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TRACT: 116 .6286 ACRES BRAZORIA COUNTY, TEXAS
ANNEX TO BRAZORIA COUNTY
MUD NO. 2
H. T. & B. R. R. CO. SURVEY (A-548)
SECTION 22
JOHN W. MAXEY SURVEY (A-721)
A TRACT OF LAND SITUATED IN THE STATE OF TEXAS , COUNTY OF
BRAZORIA, CONTAINING 116 . 6286 ACRES OF LAND, NOW OR FORMERLY OWNED
BY GENERAL HOMES CORPORATION, AND FORMERLY LYING WITHIN THE BRAZORIA
COUNTY MUNICIPAL UTILITY DISTRICT NO. 3, AND BEING OUT OF THE
H. T. & B. R. R. CO. SURVEY, A-548 , SECTION 22, AND THE JOHN W.
MAXEY SURVEY, A-721 , AND BEING MORE PARTICULARLY DESCRIBED BY METES
AND BOUNDS AS FOLLOWS. ALL CONTROL IS REFERRED TO THE TEXAS PLANE
COORDINATE SYSTEM, LAMBERT PROJECTION, SOUTH CENTRAL ZONE.
BEGINNING AT A POINT FOR CORNER, BEING THE NORTHEAST CORNER OF
THE TRACT HEREIN BEING DESCRIBED, HAVING A TEXAS PLANE COORDINATE VALUE
OF X=3, 158, 568 . 32 ; Y=640, 118 .08; SAID POINT OF BEGINNING BEING AT ITS
INTERSECTION WITH THE NORTH BOUNDARY OF THE ABOVEMENTIONED H. T. & B.
R. R. CO. SURVEY, A-548, SECTION 22 , AND BEING S87° 20' 24"W, 2,640. 53
FEET FROM THE NORTHEAST CORNER OF THE AFOREMENTIONED H. T. & B. R. R.
CO. SURVEY, A-548 , SECTION 22 .
THENCE ALONG THE EAST BOUNDARY OF THE TRACT HEREIN BEING DE-
SCRIBED AS FOLLOWS :
S02° 45 ' 26"E, 120.00 FEET TO A POINT FOR CORNER
S87° 20' 24"W, 190.00 FEET TO A POINT FOR CORNER
S02° 45 ' 26"E, 17 . 87 FEET TO A POINT FOR CORNER
AND POINT OF CURVATURE (P. C. )
ALONG AN ARC TO THE RIGHT, HAVING A CENTRAL ANGLE
OF 19° °59 ' 59" (RIGHT) , BASED ON A RADIUS OF 715.00
FEET, HAVING AN ARC LENGTH OF 249 . 58 FEET, AND
HAVING A CHORD CALL OF S07° 14' 34"W, 248 . 32 FEET
TO A POINT OF TANGENCY (P. T. )
S17° 14' 34"W, 310.48 FEET TO A POINT OF CURVATURE
(P. C. )
RAS:hrf
3/1/84
- 1 -
Obi ,W
TRACT: 116 .6286 ACRES BRAZORIA COUNTY, TEXAS
ALONG AN ARC TO THE LEFT, HAVING A CENTRAL ANGLE
OF 39° 55' 43" (LEFT) , BASED ON A RADIUS OF 785.00
FEET, HAVING AN ARC LENGTH OF 547 .06 FEET, AND
HAVING A CHORD CALL OF S02° 43' 18"E, 536 .05 FEET
TO A POINT OF TANGENCY (P. T. )
S22° 41 ' 09"E, 29 . 14 FEET TO A POINT OF CURVATURE
(P. C. )
ALONG AN ARC TO THE RIGHT, HAVING A CENTRAL ANGLE
OF 90° 00' 00" (RIGHT) , BASED ON A RADIUS OF 20.00
FEET, HAVING AN ARC LENGTH OF 31 .42 FEET, AND
HAVING A CHORD CALL OF S22° 18 ' 51"W, 28 . 28 FEET
TO A POINT OF TANGENCY (P. T. )
S22° 41' 09"E, 100.00 FEET TO A POINT OF CURVATURE
(P. C. )
ALONG AN ARC TO THE RIGHT, HAVING A CENTRAL ANGLE
OF 90° 00 ' 00" (RIGHT) , BASED ON A RADIUS OF 20.00
FEET, HAVING AN ARC LENGTH OF 31.42 FEET, AND
HAVING A CHORD CALL OF S67° 41 ' 10"E, 28 . 28 FEET
TO A POINT OF TANGENCY (P. T. ) AND POINT FOR CORNER
AND S22° 41 ' 09"E, 150.00 FEET TO A POINT FOR CORNER,
AND BEING THE SOUTHEAST CORNER OF THE TRACT HEREIN
BEING DESCRIBED.
THENCE ALONG THE SOUTHERN BOUNDARY OF THIS TRACT AS FOLLOWS:
S67° 18 ' 51"W, 1 , 241. 73 FEET TO A POINT OF CURVATURE
(P. C. )
ALONG AN ARC TO THE RIGHT, HAVING A CENTRAL ANGLE
OF 50° 14' 16" (RIGHT) , BASED ON A RADIUS OF 250.00
FEET, HAVING AN ARC LENGTH OF 219 . 20 FEET, AND HAVING
A CHORD CALL OF N87° 34' O1"W, 212. 25 FEET TO A POINT
OF TANGENCY (P. T. )
N62° 32 ' 54"W, 1,959 . 88 FEET TO A POINT FOR CORNER
- 2 -
Mft
TRACT: 116 .6286 ACRES BRAZORIA COUNTY, TEXAS
AND S86° 43 ' 18"W, 339 . 81 FEET TO A POINT FOR CORNER,
AND BEING AT ITS INTERSECTION WITH THE CENTERLINE
OF COUNTY ROAD NO. 90, HAVING A RIGHT—OF—WAY WIDTH
OF 50 FEET, AND BEING ALSO THE WEST BOUNDARY OF THE
AFOREMENTIONED JOHN W. MAXEY SURVEY, A-721 .
THENCE ALONG THE WEST BOUNDARY OF THIS TRACT, BEING COMMON
WITH THE WEST BOUNDARY OF THE ABOVEMENTIONED JOHN W. MAXEY SURVEY,
A-721, AND BEING ALSO THE CENTERLINE OF THE AFOREMENTIONED COUNTY
ROAD NO. 90, NO3° 00' 14"W, 937 . 14 FEET TO A POINT FOR CORNER,
BEING THE NORTHWEST CORNER OF THIS TRACT. AT 50.00 FEET PASS THE
CENTERLINE INTERSECTION BETWEEN THE ABOVEMENTIONED COUNTY ROAD NO. 90
AND COUNTY ROAD NO. 59 .
THENCE N87° 20' 24"E, 3,647 . 16 FEET ALONG THE NORTHERNMOST
NORTH BOUNDARY OF THIS TRACT. AT 826 .90 FEET PASS THE EAST BOUNDARY
OF THE AFOREMENTIONED JOHN W. MAXEY SURVEY, A-721 , AND BEING A COMMON
CORNER WITH THE NORTHWEST CORNER OF THE AFOREMENTIONED H. T. & B. R. R.
CO. SURVEY, A-548, SECTION 22 , COMMON WITH THE SOUTH BOUNDARY OF THE
H. T. & B. R. R. CO. SURVEY, A-309 , SECTION 1, TO THE POINT OF BE—
GINNING CONTAINING 116 .6286 ACRES OF LAND.
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TRACT: 565.6046 ACRES BRAZORIA COUNTY, TEXAS
MUNICIPAL UTILITY DISTRICT NO. 2
R. B. LYLE SURVEY (A-539)
SECTION 86
JOHN W. MAXEY SURVEY (A-721)
H. T. & B. R. R. CO. SURVEY (A-309)
SECTION 1
H. T. & B. R. R. CO. SURVEY (A-548)
SECTION 22
A TRACT OF LAND SITUATED IN THE STATE OF TEXAS , COUNTY OF BRAZORIA,
CONTAINING 565.6046 ACRES OF LAND, NOW OR FORMERLY OWNED BY GENERAL HOMES
CORPORATION, AND LYING WITHIN THE R. B. LYLE SURVEY, A-539, SECTION 86,
THE JOHN W. MAXEY SURVEY, A-721 , THE H. T. & B. R. R. CO. SURVEY, A-309,
SECTION 1, AND THE H. T. & B. R. R. CO . SURVEY, A-548, SECTION 22 , AND
BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS. ALL
CONTROL IS REFERRED TO THE TEXAS PLANE COORDINATE SYSTEM, LAMBERT PRO-
JECTION, SOUTH CENTRAL ZONE.
BEGINNING AT A POINT FOR CORNER, BEING THE SOUTHWEST CORNER OF
THE TRACT HEREIN BEING DESCRIBED, HAVING A TEXAS PLANE COORDINATE VALUE
OF X=3, 152, 335. 84; Y=638 ,911.92 ; SAID POINT OF BEGINNING BEING AT ITS
INTERSECTION WITH THE CENTERLINE OF COUNTY ROAD NO. 59, HAVING A RIGHT-
OF-WAY WIDTH OF 60 FEET, AND BEING ALSO AT ITS INTERSECTION WITH THE
SOUTH BOUNDARY OF SAID R. B. LYLE SURVEY, A-539 , SECTION 86, AND BEING
REFERENCED FROM THE SOUTHEAST CORNER OF SAID R. B. LYLE SURVEY, AND
BEING S86° 43 ' 18"W, 2 , 640.03 FEET TO SAID POINT OF BEGINNING.
THENCE NO3° 12 ' 50"W, 2 , 640. 77 FEET TO A POINT FOR CORNER.
THENCE N86° 43' 18"E, 2 , 638 . 19 FEET TO A POINT FOR CORNER
MARKED BY A 1" IRON PIPE (FOUND) , BEING THE
CENTERLINE OF THE ABOVEMENTIONED DEDICATED COUNTY
ROAD, REFERRED TO AS COUNTY ROAD NO. 90. AT 659 .96
FEET PASS A 1" GALVANIZED IRON PIPE (FOUND) , 9 . 80
FEET SOUTH FOR REFERENCE CORNER, AND AT 1, 317 . 62
FEET PASS A 2" IRON PIPE (FOUND) , 8 .49 FEET SOUTH
FOR REFERENCE CORNER.
THENCE NO3° 01 ' 04"W, 2 , 753.41 FEET ALONG A WESTERLY BOUNDARY
OF THE TRACT HEREIN BEING DESCRIBED, AND BEING ALSO THE WEST BOUNDARY
OF THE AFOREMENTIONED JOHN W. MAXEY SURVEY, A-721 , AND BEING COMMON
WITH THE EAST BOUNDARY OF THE AFOREMENTIONED R. B. LYLE SURVEY, A-539,
AND THE CENTERLINE OF THE AFOREMENTIONED COUNTY ROAD, TO A POINT FOR
CORNER, BEING THE NORTHERNMOST NORTHWEST OORNER OF THE TRACT HEREIN
BEING DESCRIBED AT CENTERLINE INTERSECTION WITH COUNTY ROAD NO. 92 .
RAS:hrf
2/29/84
- 1 -
TRACT: 565. 6046 ACRES BRAZORIA COUNTY, TEXAS
THENCE N50° 28 ' 43"E, 1 , 294.00 FEET ALONG A NORTHERLY BOUNDARY
OF THE TRACT HEREIN BEING DESCRIBED, AND ALONG THE CENTERLINE OF THE
AFOREMENTIONED COUNTY ROAD NO. 92 , TO A POINT FOR CORNER, BEING A
COMMON CORNER, AN INTERIOR SOUTHEASTERLY CORNER OF THE AFOREMENTIONED
JOHN W. MAXEY SURVEY, A-721 , AND BEING COMMON WITH THE NORTHWEST
CORNER OF THE AFOREMENTIONED H. T. & B. R. R. CO. SURVEY, SECTION 1,
A-309 .
THENCE S02° 48 ' 12"E, 1 , 537 . 39 FEET ALONG AN EASTERLY BOUNDARY
OF THE TRACT HEREIN BEING DESCRIBED, AND BEING THE COMMON BOUNDARY OF
THE AFOREMENTIONED JOHN W. MAXEY SURVEY, A-721 , AND THE H. T. & B. R. R.
CO. SURVEY, SECTION 1 , A-309 .
THENCE, SEVERING THE H. T. & B. R. R. CO. SURVEY, SECTION 1 ,
A-309 , AS FOLLOWS :
N87° 21 ' 50"E, 561 .97 FEET, AS FENCED AND OCCUPIED,
TO A POINT FOR CORNER MARKED BY A 1" IRON PIPE
(FOUND) . AT 22 . 32 FEET PASS A 1" IRON ROD (FOUND)
FOR REFERENCE CORNER
S03° 11 ' 03"E, 1 , 106 . 35 FEET TO A POINT FOR CORNER
IN THE CENTERLINE OF A 60 FOOT WIDE DEDICATED
COUNTY ROAD, REFERRED TO AS COUNTY ROAD NO. 91
N87° 19 ' 03"E, 2 , 070. 68 FEET ALONG THE CENTERLINE
OF THE ABOVEMENTIONED COUNTY ROAD TO A POINT FOR
CORNER
AND S02° 45 ' 26"E, 2 , 760.00 FEET TO A POINT FOR CORNER.
AT 2 , 640.00 FEET PASS THE SOUTH BOUNDARY OF THE H. T.
& B. R. R. CO. SURVEY, A-309 , SECTION 1, BEING COMMON
WITH THE NORTH BOUNDARY OF SAID H. T. & B. R. R. CO.
SURVEY, A-548 , SECTION 22 .
THENCE CONTINUING ALONG THE EAST BOUNDARY OF THE TRACT HEREIN
BEING DESCRIBED AS FOLLOWS :
,.!2 S87° 20' 24"W, 190.00 FEET
- 2 -
TRACT: 565. 6046 ACRES BRAZORIA COUNTY, TEXAS
S02° 45' 26"E, 17 . 87 FEET TO A POINT FOR CORNER,
AND POINT OF CURVATURE (P. C. )
ALONG AN ARC TO THE RIGHT, HAVING A CENTRAL ANGLE
OF 19° 59 ' 59" (RIGHT) , BASED ON A RADIUS OF 715.00
FEET, HAVING AN ARC LENGTH OF 249 . 58 FEET, AND
HAVING A CHORD CALL OF S07° 14' 34"W, 248 . 32 FEET
TO A POINT OF TANGENCY (P. T. )
S17° 14' 34"W, 310.00 FEET TO A POINT OF CURVATURE
(P. C. )
ALONG AN ARC TO THE LEFT, HAVING A CENTRAL ANGLE
OF 39° 55 ' 43" (LEFT) , BASED ON A RADIUS OF 785.00
FEET, HAVING AN ARC LENGTH OF 547 .06 FEET, AND
HAVING A CHORD CALL OF S02° 43' 18"E, 536 .05 FEET
TO A POINT OF TANGENCY (P. T. )
S22° 41 ' 09"E, 29 . 14 FEET TO A POINT OF CURVATURE
(P. C. )
ALONG AN ARC TO THE RIGHT, HAVING A CENTRAL ANGLE
OF 90° 00' 00" (RIGHT) , BASED ON A RADIUS OF 20.00
FEET, HAVING AN ARC LENGTH OF 31 .42 FEET, AND
HAVING A CHORD CALL OF S22° 18 ' 51"W, 28 . 28 FEET
TO A POINT OF TANGENCY (P. T. )
S22° 41 ' 09"E, 100.00 FEET TO A POINT OF CURVATURE
(P. C. )
ALONG AN ARC TO THE RIGHT, HAVING A CENTRAL ANGLE
OF 90° 00' 00" (RIGHT) , BASED ON A RADIUS OF 20.00
FEET, HAVING AN ARC LENGTH OF 31 .42 FEET, AND
HAVING A CHORD CALL OF S67° 41 ' 10"E, 28 . 28 FEET
TO A POINT OF TANGENCY (P. T. ) AND POINT FOR CORNER
AND S22° 41' 09"E, 150.00 FEET TO A POINT FOR CORNER,
AND BEING THE SOUTHEAST CORNER OF THE TRACT HEREIN
BEING DESCRIBED.
THENCE ALONG THE SOUTHERN BOUNDARY OF THIS TRACT AS FOLLOWS:
- 3 -
TRACT: 565.6046 ACRES BRAZORIA COUNTY, TEXAS
S67° 18 ' 51"W, 1 , 241 . 73 FEET TO A POINT OF CURVATURE
(P. C. )
ALONG AN ARC TO THE RIGHT, HAVING A CENTRAL ANGLE
OF 50° 14' 16" (RIGHT) , BASED ON A RADIUS OF 250.00
FEET, HAVING AN ARC LENGTH OF 219 . 20 FEET, AND HAVING
A CHORD CALL OF N87° 34' 01"W, 212 . 25 FEET TO A POINT
OF TANGENCY (P. T. )
N62° 32 ' 54"W, 1 , 959 . 88 FEET TO A POINT FOR CORNER
AND S86° 43 ' 18"W, 339 . 81 FEET TO A POINT FOR CORNER,
AND BEING AT ITS INTERSECTION WITH THE CENTERLINE OF
COUNTY ROAD NO. 90, HAVING A RIGHT-OF-WAY WIDTH OF
50 FEET, AND BEING ALSO THE WEST BOUNDARY OF THE
AFOREMENTIONED JOHN W. MAXEY SURVEY, A-721 .
THENCE NO3° 00' 14"W, 50.00 FEET ALONG THE CENTERLINE OF THE
ABOVEMENTIONED COUNTY ROAD NO. 90, AND BEING ALSO THE WEST BOUNDARY
OF SAID JOHN W. MAXEY SURVEY, TO A POINT FOR CORNER, BEING A SOUTHERN
INTERIOR CORNER OF THIS TRACT, AND BEING AT ITS INTERSECTION WITH THE
CENTERLINE OF THE ABOVEMENTIONED COUNTY ROAD NO. 90, AND BEING THE
CENTERLINE OF COUNTY ROAD NO. 59 , AND BEING A COMMON CORNER, THE
SOUTHEAST CORNER OF THE AFOREMENTIONED R. B. LYLE SURVEY, A-539 ,
AND BEING COMMON WITH THE NORTHEAST CORNER OF THE A. C. H. & B.
R. R. CO. SURVEY, A-415.
THENCE S86° 43 ' 18"W, 2 , 640.03 FEET ALONG A SOUTHERLY BOUNDARY
OF THIS TRACT, BEING COMMON WITH THE CENTERLINE OF THE ABOVEMENTIONED
COUNTY ROAD NO. 59 , AND BEING THE ABOVEMENTIONED COMMON SURVEY LINE,
TO THE POINT OF BEGINNING CONTAINING 565 .6046 ACRES OF LAND.
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- 4 -
PETITION FOR CONSENT TO ANNEX
LAND IN A MUNICIPAL UTILITY DISTRICT
TO THE HONORABLE MAYOR AND CITY COUNCIL
OF THE CITY OF PEARLAND:
The undersigned , hereinafter called "petitioners" , being the
holders of title to a majority in value of the lands hereinafter
described , as such values are indicated by the tax rolls of Brazoria
County, Texas, acting pursuant to the provisions of Section 54.016,
Texas Water Code, as amended , respectfully petition for the consent to
annex land in a municipal utility district, hereinafter called
"District" , within the terms and provisions of Section 59, Article 16,
Constitution of Texas. In support of this petition for consent to
include said lands within the District, petitioners show as follows :
I.
The name of the District is Brazoria County Municipal Utility
District No. 2 , (hereinafter called "District").
II.
The area of land to he annexed in the District contains 116.6286
acres, more or less, and lies wholly within Brazoria County, Texas.
None of said area is within the limits of the City of Pearland , Texas.
Said area is within the extraterritorial jurisdiction of the City of
Pearland and is not within such jurisdiction of any other city.
III.
The land, described by metes and hounds sought to be included
within the area of the District is as follows. The area to be annexed
into the District consists of one tract as shown on Exhibit "A"
attached hereto for all purposes.
T.V.
District is organized for the purposes of and the general nature of
the work proposed to he done shall be the purchase , construction,
acquisition, repair, extension and improvement of land , easements,
works, improvements, facilities, plants , equipment and appliances
necessary to:
(1) provide a water supply for municipal uses , domestic uses , and
commercial purposes;
(2) collect, transport, process , dispose of, and control all
domestic, industrial or communal wastes whether in fluid , solid or
composite state; and
(3) gather, conduct, divert, and control local storm water or
other local harmful excesses of water in the District and the payment of
organization expenses , operational expenses during construction, and
interest during construction.
V.
There is a necessity for the improvements above described for the
following reasons: The area to be annexed into the District is urban in
nature, is within the Browning environs of Pearland and is in close
proximity to populous and developed sections of Brazoria County. That
area will , within the immediate future, experience a substantial and
sustained residential and commercial growth. Said area is not supplied
with adequate water and sanitary sewer facilities and services, nor with
adequate drainage facilities. The health and welfare of the future
inhabitants of the area and of territories adjacent thereto require
installation and acquisition of an adequate water supply and sewage
disposal system and an adequate drainage system for and within the area
of the District.
A public necessity exists for the annexation of said lands into the
District, to provide for the purchase , construction, extension,
improvement, maintenance and operation of such waterworks and sanitary
sewer system and such drainage facilities, so as to promote and protect
the purity and sanitary condition of the State' s waters and the public
health and welfare of the community.
VI.
Petitioners request consent for the annexation of the aforesaid
lands into the District under the same terms and conditions as the City
of Pearland currently employs in the granting of the City's consent to
create districts or annex lands into districts.
VII.
It is now estimated by those filing this petition, from such
information as they have at this time, that the ultimate cost of the
development contemplated will be proportionately the same amount
attributable to these lands in the original Petition for City's Consent
to create the district containing this land.
WHEREFORE, petitioners respectfully pray that this petition be
granted in all respects and that the City of Pearland give its written
consent to the annexation of the aforesaid land in said District.
EXECUTED this )c day of Qom . . _ 0 1984.
GENERAL HOMES CORPORATION
By
gagiv-
Andrew E. Howard
Vice President
A ST:
A-6Lt—l.),A„k_Ck 6: VI
PATRICIA '. -IN
ASSISTANT SEC"_i ARY
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TRACT: 116 .6286 ACRES BRAZORIA COUNTY, TEXAS
ANNEX TO BRAZORIA COUNTY
MUD NO. 2
H. T. & B. R. R. CO. SURVEY (A-548)
SECTION 22
JOHN W. MAXEY SURVEY (A-721)
A TRACT OF LAND SITUATED IN THE STATE OF TEXAS , COUNTY OF
BRAZORIA, CONTAINING 116 .6286 ACRES OF LAND, NOW OR FORMERLY OWNED
BY GENERAL HOMES CORPORATION, AND FORMERLY LYING WITHIN THE BRAZORIA
COUNTY MUNICIPAL UTILITY DISTRICT NO. 3 , AND BEING OUT OF THE
H. T. & B. R. R. CO. SURVEY, A-548 , SECTION 22 , AND THE JOHN W.
MAXEY SURVEY, A-721 , AND BEING MORE PARTICULARLY DESCRIBED BY METES
AND BOUNDS AS FOLLOWS. ALL CONTROL IS REFERRED TO THE TEXAS PLANE
COORDINATE SYSTEM, LAMBERT PROJECTION, SOUTH CENTRAL ZONE.
BEGINNING AT A POINT FOR CORNER, BEING THE NORTHEAST CORNER OF
THE TRACT HEREIN BEING DESCRIBED, HAVING A TEXAS PLANE COORDINATE VALUE
OF X=3, 158 , 568 .32 ; Y=640, 118 .08 ; SAID POINT OF BEGINNING BEING AT ITS
INTERSECTION WITH THE NORTH BOUNDARY OF THE ABOVEMENTIONED H. T. & B.
R. R. CO. SURVEY, A-548 , SECTION 22 , AND BEING S87° 20 ' 24"W, 2 ,640. 53
FEET FROM THE NORTHEAST CORNER OF THE AFOREMENTIONED H. T. & B. R. R.
CO. SURVEY, A-548 , SECTION 22 .
THENCE ALONG THE EAST BOUNDARY OF THE TRACT HEREIN BEING DE-
SCRIBED AS FOLLOWS:
S02° 45 ' 26"E, 120.00 FEET TO A POINT FOR CORNER
S87° 20' 24"W, 190.00 FEET TO A POINT FOR CORNER
S02° 45 ' 26"E, 17 . 87 FEET TO A POINT FOR CORNER
AND POINT OF CURVATURE (P. C. )
ALONG AN ARC TO THE RIGHT, HAVING A CENTRAL ANGLE
OF 19° 59 ' 59" (RIGHT) , BASED ON A RADIUS OF 715.00
FEET, HAVING AN ARC LENGTH OF 249 . 58 FEET, AND
HAVING A CHORD CALL OF S07° 14' 34"W, 248 . 32 FEET
TO A POINT OF TANGENCY (P. T. )
S17° 14' 34"W, 310.48 FEET TO A POINT OF CURVATURE
(P. C. )
RAS :hrf
3/1/84
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TRACT: 116 .6286 ACRES BRAZORIA COUNTY, TEXAS
ALONG AN ARC TO THE LEFT, HAVING A CENTRAL ANGLE
OF 39° 55 ' 43" (LEFT) , BASED ON A RADIUS OF 785.00
FEET, HAVING AN ARC LENGTH OF 547 .06 FEET, AND
HAVING A CHORD CALL OF S02° 43 ' 18"E, 536 .05 FEET
TO A POINT OF TANGENCY (P. T. )
S22° 41 ' 09"E, 29 . 14 FEET TO A POINT OF CURVATURE
(P. C. )
ALONG AN ARC TO THE RIGHT, HAVING A CENTRAL ANGLE
OF 90° 00' 00" (RIGHT) , BASED ON A RADIUS OF 20.00
FEET, HAVING AN ARC LENGTH OF 31 .42 FEET, AND
HAVING A CHORD CALL OF S22° 18 ' 51"W, 28 . 28 FEET
TO A POINT OF TANGENCY (P. T. )
S22° 41 ' 09"E, 100.00 FEET TO A POINT OF CURVATURE
(P. C. )
ALONG AN ARC TO THE RIGHT, HAVING A CENTRAL ANGLE
OF 90° 00 ' 00" (RIGHT) , BASED ON A RADIUS OF 20.00
FEET, HAVING AN ARC LENGTH OF 31 .42 FEET, AND
HAVING A CHORD CALL OF S67° 41 ' 10"E, 28 . 28 FEET
TO A POINT OF TANGENCY (P. T. ) AND POINT FOR CORNER
AND S22° 41 ' 09"E, 150.00 FEET TO A POINT FOR CORNER,
AND BEING THE SOUTHEAST CORNER OF THE TRACT HEREIN
BEING DESCRIBED.
THENCE ALONG THE SOUTHERN BOUNDARY OF THIS TRACT AS FOLLOWS :
S67° 18 ' 51"W, 1 , 241 . 73 FEET TO A POINT OF CURVATURE
(P. C. )
ALONG AN ARC TO THE RIGHT, HAVING A CENTRAL ANGLE
OF 50° 14' 16" (RIGHT) , BASED ON A RADIUS OF 250 .00
FEET, HAVING AN ARC LENGTH OF 219 . 20 FEET, AND HAVING
A CHORD CALL OF N87° 34' 01"W, 212. 25 FEET TO A POINT
OF TANGENCY (P. T. )
N62° 32 ' 54"W, 1,959 . 88 FEET TO A POINT FOR CORNER
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TRACT: 116 .6286 ACRES BRAZORIA COUNTY, TEXAS
AND S86° 43 ' 18"W, 339 .81 FEET TO A POINT FOR CORNER,
AND BEING AT ITS INTERSECTION WITH THE CENTERLINE
OF COUNTY ROAD NO. 90, HAVING A RIGHT-OF-WAY WIDTH
OF 50 FEET, AND BEING ALSO THE WEST BOUNDARY OF THE
AFOREMENTIONED JOHN W. MAXEY SURVEY, A-721 .
THENCE ALONG THE WEST BOUNDARY OF THIS TRACT, BEING COMMON
WITH THE WEST BOUNDARY OF THE ABOVEMENTIONED JOHN W. MAXEY SURVEY,
A-721 , AND BEING ALSO THE CENTERLINE OF THE AFOREMENTIONED COUNTY
ROAD NO. 90, NO3° 00 ' 14"W, 937 . 14 FEET TO A POINT FOR CORNER,
BEING THE NORTHWEST CORNER OF THIS TRACT. AT 50.00 FEET PASS THE
CENTERLINE INTERSECTION BETWEEN THE ABOVEMENTIONED COUNTY ROAD NO. 90
AND COUNTY ROAD NO. 59 .
THENCE N87° 20 ' 24"E, 3, 647 . 16 FEET ALONG THE NORTHERNMOST
NORTH BOUNDARY OF THIS TRACT. AT 826 .90 FEET PASS THE EAST BOUNDARY
OF THE AFOREMENTIONED JOHN W. MAXEY SURVEY, A-721 , AND BEING A COMMON
CORNER WITH THE NORTHWEST CORNER OF THE AFOREMENTIONED H. T. & B. R. R.
CO. SURVEY, A-548 , SECTION 22 , COMMON WITH THE SOUTH BOUNDARY OF THE
H. T. & B. R. R. CO. SURVEY, A-309 , SECTION 1 , TO THE POINT OF BE-
GINNING CONTAINING 116 . 6286 ACRES OF LAND.
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R. A. SALINAS )
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