R81-02 1-26-81RESOLUTION NO. R 81-2
A RESOLUTION OF THE CITY OF PEARLAND, TEXAS,
TO REPEAL A PORTION OF RESOLUTION NO. R80-5,
GIVING CONSENT TO THE CREATION OF
BRAZORIA COUNTY MUNICIPAL UTILITY DISTRICT NO. 2
AND BRAZORIA COUNTY MUNICIPAL UTILITY DISTRICT NO. 3
WHEREAS, the City Council of the City of Pearland passed Resolution
No. R80-5 on January 28, 1980, by which the City of Pearland granted its
consent to the creation of Brazoria County Municipal Utility Districts
No. 1, 2, and 3 within its extraterritorial jurisdiction; and
WHEREAS, Brazoria County Municipal Utility District No. 2 has
requested that its boundaries be changed to include the reduced area of
449.8473 acres, more particularly described in Exhibit "A", attached
hereto and made a part hereof for all purposes; and
WHEREAS, Brazoria County Municipal Utility District No. 3 has
requested that its boundaries be changed to include an enlarged area of
515.0633 acres, more particularly described in Exhibit "B", attached
hereto and made a part hereof for all purposes; and
WHEREAS, the City Council of the City of Pearland is willing to
grant such consent upon the conditions and terms hereinafter stated;
NOW, THEREFORE,
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
1. Resolution No. R80-5, which was passed on January 28, 1980, is
hereby repealed with respect to the creation of Brazoria County
Municipal Utility Districts No. 2 and 3.
2. That upon the following terms and conditions the City Council of
the City of Pearland, Texas, hereby specifically gives its written
consent, as provided by Section 54.016 Texas Water Code, as amended, to
the creation of two (2) Municipal Utility Districts within the
extraterritorial jurisdiction of said City. Said Municipal Utility
Districts shall be created by authority of Article XVI, Section 59,
Texas Constitution, and in accordance with the provisions of Chapter 54,
Texas Water Code, as amended. The Municipal Utility Districts shall be
called Brazoria County Municipal Utility District No. 2 and Brazoria
County Municipal Utility District No. 3, the boundaries of such
Districts being described by metes and bounds in Exhibits "A" and "B"
attached hereto and made a part hereof for all purposes.
3. Except to the extent herein set forth, the consent herein granted
is conditioned upon the terms, conditions and covenants as follows:
(a) That all of the aforedescribed Municipal Utility Districts,
and all owners or developers within said Districts, shall abide and
adhere to all of the terms and conditions set forth in City of Pearland
Ordinance No. 411, as adopted on December 17, 1979; and
(b) That prior to the first issue of bonds, notes, warrants, or
other obligations of the
enter into an
provisions set
Districts, the Districts and the City shall
allocation agreement which shall contain all of the
forth in Section 54.016(f) (1), (2), (3) and (4) of the
Texas Water Code, and that this requirement shall be in addition to
requirements set
(c) That
obligations as
Texas, for the
Services to the
forth in Ordinance 411 hereinabove provided; and
the Districts shall issue bonds, warrants or other debt
authorized by the Constitution and laws of the State of
purpose of providing Police, Fire and Emergency Medical
residents of the Districts when it is determined by the
City and the Districts that such services are needed for the health,
safety and general welfare of the said residents; and
(d)
That the owner or developer of the land within the areas
of
Municipal Utility District's Numbers 2 and 3, will, covenant and agree
that he, they, or it, will develop said areas within said Districts in
accordance with the following development criteria, to -wit:
(1) That all areas within the aforenamed Districts shall be
developed in strict accordance with the Conceptual Plan and Density
Ratios set forth on the plat attached hereto and made a part of this
Resolution for all intents and purposes as Exhibit "B".
(2) That except for the Patio Home Lots, all developed lots
intended for use as Single family detached dwellings shall be of a
minimum size of sixty (60) feet in width and one hundred ten (110) feet
in depth. Patio Home minimum lot size shall be fourty-five (45) feet in
width by one hundred fifteen (115) feet in depth.
(3)
That all developed lots abutting existing on future pipe
line easements within the District's area shall have no permanent
building structure closer than sixty—five (65) feet from the outer
boundary of said pipe line easement.
4. That this Resolution shall take effect immediately from and after
its passage in accordance with the provisions of the Charter of the City
of Pearland and it is accordingly so resolved.
PASSED and APPROVED this 26th day of January
, 1981, at a
regular meeting of the City Council duly called as required by law.
CITY OF PE LAND, TEXAS
- Olt,
ATTEST:
City Secretary, by
Approved as to
ontent:
Tom Reid,
City of Pearland, Texas
gerZy
GENERAL HOMES CONSOLIDATED COMPANIES, INC.
DBA EDEi�, CORPORATION
By ! • • el 4
S. H. Yager, I* President
Mayor
line easements within the District's area shall have no permanent
building structure closer than sixty—five (65) feet from the outer
boundary of said pipe line easement.
4. That this Resolution shall take effect immediately from and after
its passage in accordance with the provisions of the Charter of the City
of Pearland and it is accordingly so resolved.
PASSED and APPROVED this a6 day of
regular meeting of the City Council duly call
ATTEST:
ity Secretary
Approved as to Content:
ip
-... as requ requ ed by law.
City of Pearland, Texas
GENERAL HOMES CONSOLIDATED COMPANIES, INC.
By
EDE CORpORATION
S. H. Yaggeer, i7 President
, 1981, at a
Mayor
EXHIBIT "A"
449.8473 ACRES BRAZORTA COUNTY, TEXAS
BRAZORIA COUNTY MUNICIPAL 1TILITY 1)ISTIRICT NO. 2
H. T. & B. R. R. CO, SURVEY,
SECTION 1, A-309
JORN W. MAXEY SURVEY, A-721
R. B. LYLE SURVEY, A-539
A TRACT OF LAND SITUATED IN THE STATE OF TEXAS, COUNTY OF BRAZORIA, CON-
TAINING 449.8473 ACRES OF LAND, AND BEING WITHIN THE H. T. & n. It. R. CO. SURVEY, .
SECTION 1, A-309, THE JOHN W. MAXEY SURVEY, A-721, AND THE R. B. LYLE SURVEY, A-539,
BRAZORIA COUNTY, TEXAS, AND BEING MORE PARTICUTARI,Y DESCRIBED BY METES AND BOUNDS AS
FOLLOWS. ALL CONTROL IS REFERRED TO THE TEXAS PLANE COORDINATE SYSTEM, LAI'WF2tT PRO-
JECTION, SOUTH CENTRAL ZONE.
BEGINNING AT A POINT FOR CORNER, BEING nip SOUTHERNMOST SOUTHEAST CORNER
OF THE TRACT HEREIN BEING DESCRIBED, BEING MARKED BY A 1/2" IRON ROD (FOUND) HAVING A
TEXAS PLANE COORDINATE VALUE OF X=3,154,971,56; Y=630,062.90, SAID POINT OF BEGINNING
BEING ALSO THE SOUTHEAST CORNER OF THE ABOVEMINTIONED R. B. LYLE-SURVEY, A-539, AND
'SING COMMON WITH THE NORTHEAST CORNER OF THE A. C. I1. & B. R., R. CO. SURVEY, A-415,
AT ITS INTERSECTION WITH THE WEST BOUNDARY OF TIE' AFOREMENTIONED JOHN W. MAXEY SURVEY,
A-721, SAID POINT OF BEGINNING BEING AT ITS INTERSECTION WITH THE CENTERLINE OF AN
UNDEDICATED COUNTY ROAD, REFERRED TO AS COUNTY ROAD NO. 90, AND THE; CENTERLINE OF AN
UNDEDICATED COUNTY ROAD, REFERRED TO AS COUNTY ROAD NO. 59.
THENCE S86° 43' 18"W, 2,640.03 FEET ALONG A SOUTHERLY BOUNDARY OF THE TRACT
HEREIN BEING DESCRIBED TO A POINT FOR CORNER, BEING ALSO A COMMON BOUNDARY BETWEEN
THE SOUTH BOUNDARY OF SAID R. B. LYLE SURVEY, A-539, COMMON WITH THE NORTH BOUNDARY OF
THE A. C. E. & B. R. R. CO. SURVEY, A-415, AND BEING ALSO THE CENTERLINE OF TITF. ABOVE -
MENTIONED COUNTY ROAD NO. 59.
THENCE NO3° 12' 50"W, 2,640.77 FEET TO A POINT FOR CORNER, BEING THE WESTON-
MOST NORTHWEST CORNER OF THE TRACT HEREIN BEING DESCRIBED. AT 2,634.57 FELT PASS A
5/8" IRON ROD (FOUND).
THENCE N86° 43' 18"E, 2,638.19 FEET ALONG A WESTERLY NORTH BOUNDARY OF THE
TRACT HEREIN BEING DESCRIBED TO A POINT FOR CORNER MARKED BY A 1" IRON PIPE (FOUND),
BEING THE CENTERLINE OF THE AFOREMENTIONED UNDEDICATED COUNTY ROAD, REFERRED TO AS
COUNTY ROAD NO. 90.
THENCE NO3° 01' 04"W, 2,753.41 FEET ALONG A WESTERLY BOUNDARY OF THE TRACT
HEREIN BEING DESCRIBED, AND BEING AISO THE WEST BOUNDARY OF TILE AFOREMENTIONED JOHN W.
MAXEY SURVEY, A-721, AND BEING COMMON WITH THE FAST BOUNDARY OF THE AFORENENTIONED
R. B. LYLE SURVEY, A..539, AND THE CENTERLINE OF THE AFOREMENTIONED COUNTY ROAD, TO A
POINT FOR CORNER, BEING THE WESTERNMOST NORTHWEST CORNER. OF TIE: TRACT HEREIN BEING
'DESCRIBED AT CENTERLINE INTERSECTION WITH COUNTY ROAD NO. 92.
'12/15/80
449.8473 ACRES BIIA%ORIA COUNTY, TEXAS
THENCE N50" 28' 43"E, 1,294.00 FhET ALONG THE NORTHERNMOST 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 CON a , AN INTERIOR SOUTHEASTERLY
CORNER OF THE AFOREMENTIONED JOHN W. MAXEY SURVEY, A-721, AND BEING COMMON WITH THE
WEST BOUNDARY 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, BEING COMMON WITH THE EASTERLY BO1JNDNIY OF THE AFOREMENTIONED
JOHN W. MAXEY SURVEY, A-721, TO A POINT FOR CORNER.
FOLLOWS:
THENCE, SEVERING THE H. T. & B. R. R. CO. SURVEY, SECTION 1, A-309, AS
N87" 21' 50"E, 561.97 FEET, AS FENCED ANT) OCCUPIED,
TO A POINT FOR CORNER MARKET) BY A 1" IRON PIPE (POUND).
AT 22.32 FAT PASS A 1" IRON ROD (FOUND) FOR REFERENCE
CORNER
S03° 11' 03"E, 1,106.35 FEET TO A POINT FOT1 (TUNER IN
THE CENTERLINE OF A GO FOOT WIDE UNDEDICATED COUNTY
ROAD, REFERH.ED TO AS COUNTY ROAD NO. 91
N87" 19' 03"E, 2,070.68 FEET ALONG THE CENTERLINE OF
THE ABOVEMENTIONID COUNTY ROAD TO A POINT FOR CORNER
S02° 45' 26"E, 2,630.00 FEET TO A 1/2" IRON PIPE
(FOUND), AND CONTINUE FORA TOTAL DISTANCE OF 2,640.00
FEET TO A POINT FOR CORNER, BEING THE EASTERNMOST
SOCTHEAST CORNER OF THE TRACT HEREIN BEING DESCRIBED,
AND BEING AT ITS INTERSECTION WITH THE SOUTH BOUNDARY
OF THE AFOREMENTIONED H. T. & B. B. R. CO. SURVEY,
SECTION 1, A-309, AND BEING A COMMON BOUNDARY WITH THE
NORTH BOUNDARY OF THE H.T.& B. R. R. CO. SURVEY, SECTION 22,
A-548.
THENCE S87° 20' 24"W, 3,647.18 WIT ALONG THE EASTERNMOST SOIJTIRMLY
BOUNDARY OF THE TRACT HEREIN BEING DESCRIBED, BEING THE COMMON BOUNDARY BETWEEN
TEE ABOVEMMTI0NED SURVEYS, TO A POINT FOR CORNER, BE/NE AN INTERIOR SOUTHFASTERL71_
COINER OF THE TRACT HEREIN BEING DESCRIBED, AND BEING ALSO AT ITS INTERSECTION WITH
THE WEST BOUNDARY OP THE AFOREMENTIONED JOHN W. MAXEY SURVEY, A-721, COMMON WITH THE
ROT BOUNDARY OF THE AFOREMENTIONED R. B. LYLE SURVEY, A-539, IN THE CENTERLINE OF
THE AFOTIONED COUNTY ROAD NO. 90.
2
449.8473 ACRES MYOPIA COUNTY, TEXAS
THENCE S03" 00' 14"E, 887.14 FEET ALONG THE SOUTIB;RNMOvr EAST BOUNDARY OF
THE TRACT HEREIN BEING DESCRIBED, BRING A COMMON BOUNDARY 11PTWEPN TIT; ABOVEMFNTIONED
MAXEY SURVEY AND THE LYLE SURVEY, AND ALONG THE CI'NTF2UJNE OF TIIE ABOVEMENTIONED COUNT
ROAD, TO THE POINT OF BEGINNING CONTAINING 449.8473 AC1U (W LAND.
IIc•%•�a7 '•qS
a R. A. SALINAS
• 1594
4 C O�
�1 Oi c51 sTi,- �J
-3-
EXHIBIT "B"
515.0633 ACRES
BRAZORIA COUNTY, TEXAS
BRAZORIA COUNTY MUNICIPAL UTILITY DISTRICT NO. 3
H. T. & B. R. R. CO. SURVEY,
SECTION 22, A-548
JOHN W. MAXEY SURVEY, A-721
A TRACT OF LAND SITUATED IN THE STATE OF TEXAS, COUNTY OF BRAZORIA, CON-
TAINING 515.0633 ACRES OF LAND, AND BEING WITHIN THE H. T. & B. R. R. CO. SURVEY,
SECTION 22, A-548, AND THE JOHN W. MAXEY SURVEY, A-721, BRAZORIA COUNTY, TEXAS, 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 SOUTHWEST CORNER OF THE TRACT
HEREIN BEING DESCRIBED, HAVING A TEXAS PLANE COORDINATE VALUE OF X=3,155,202.68;
Y-634,683.22, SAID POINT OF BEGINNING BEING AT ITS INTERSECTION WITH THE CENTERLINE
OF COUNTY ROAD NO. 101 AND THE CENTERLINE OF AN UNDEDICATED COUNTY ROAD, REFERRED
TO AS COUNTY ROAD NO. 90, AND SAID POINT OF BEGINNING BEING ALSO THE SOUTHWEST CORNER
OF SAID JOHN W. MAXEY SURVEY, A-721, BEING COMMON WITH TUE NORTHWEST CORNER OF THE
R. B. LYLE SURVEY, A-541.
THENCE ALONG THE WEST BOUNDARY OF THE TRACT HEREIN BEING DESCRIBED, BEING
THE CENTERLINE OF THE ABOVEMENTIONED COUNTY ROAD NO. 90, AND BEING ALSO THE WEST
BOUNDARY OF THE ABOVEMENTIONFD JOHN W. MAXEY SURVEY, A-721, COMMON WITH THE EAST
BOUNDARY OF THE A. C. H. & B. R. R. CO. SURVEY, A-415, AND THE R. R. LYLE SURVEY,
A-539, AS FOLLOWS:
NO3° 02' 46"W, 1,747.71 FEET TO A POINT FOR CORNER AND
ANGLE POINT
AND NO3° 00' 14"W, 3,525.21 FEET TO A POINT FOR CORNER,
BEING THE NORTHWEST CORNER OF THE TRACT HEREIN BEING
DESCRIBED. AT 2,638.07 FEET PASS A 1/2" IRON ROD
(FOUND), BEING IN THE CENTERLINE OF THE ABOVEMENTIONED
COUNTY ROAD NO. 90 AT ITS INTERSECTION WITH THE CENTER-
LINE OF AN UNDEDICATED COUNTY ROAD, REFERRED TO AS
COUNTY ROAD NO. 59.
THENCE N87° 20' 24"E, 4,967.14 FEET ALONG THE NORTH BOUNDARY OF THE TRACT
HEREIN BEING DESCRIBED, SEVERING THE JOHN W. MAXEY SURVEY, A-721, AND BEING ALSO A
COMMON BOUNDARY, THE SOUTH BOUNDARY OF THE H. T. & B. R. R. CO. SURVEY, SECTION 1,
A-309, AND THE NORTH BOUNDARY OF THE H. T. d B. R. R. CO. SURVEY, SECTION 22, A-548.
RASthrf
12/16/80
1
515.0633 ACRES
BRAZORIA COUNTY, TEXAS
THENCE S02° 41' 15"E, 886.43 FEET TO A POINT FOR CORNER.
THENCE N87° 18' 51"E, 1,320.24 FEET TO A POINT FOR CORNER, BEING THE EASTERN
MOST NORTHEAST CORNER OF THE TRACT HEREIN BEING DESCRIBED, AND BEING IN THE CENTERLINE
OF COUNTY ROAD NO. 89, HAVING A RIGHT-0E-WAY WIDTH OF 60 FEET, AND BEING ALSO AT ITS
INTERSECTION WITH THE EAST BOUNDARY OF THE AFOREMENTIONED H. T. & B. R. R. CO. SURVEY,
SECTION 22, A-548, COMMON WITH THE WEST BOUNDARY OF THE M. T. d B. R. R. CO.
SURVEY, SECTION 18, A-547.
THENCE S02° 40' 01"E, 412.45 FEET ALONG THE EASTERNMOST EAST BOUNDARY OF THE
TRACT HEREIN BEING DESCRIBED, AND ALONG THE CENTERLINE OF THE AFOREMENTIONED COUNTY
ROAD N0. 89, AND BEING ALSO THE COMMON SURVEY LINE OF THE ABOVE SURVEYS, TO A POINT
FOR CORNER IN THE CENTERLINE OF MARY'S CREEK (NORTH FORK).
THENCE SEVERING SAID H. T. Q B. R. R. CO. SURVEY, SECTION 22, A-548, AND
ALONG THE SOUTHEASTERLY BOUNDARY OF THE TRACT HEREIN BEING DESCRIBED, AS FOLLOWS:
S87° 18' 51"W, 1,320.10 FEET TO A POINT FOR CORNER,
ALONG THE CENTERLINE OF MARY'S CREEK (NORTH FORK)
S02° 41' 15"E, 2,650.65 FEET TO A POINT FOR CORNER
IN THE CENTERLINE OF MARY'S CREEK (SOUTH FORK)
S87° 28' 44"W, 1,319.03 FEET ALONG THE CENTERLINE OF
SAID MARY'S CREEK (SOUTH FORK) TO A POINT FOR CORNER
NO2° 38' 07"W, 1,483.03 FEET TO A POINT FOR CORNER,
BEING AN INTERIOR SOUTHERLY CORNER MARKED BY A 2"
GALVANIZED IRON PIPE (FOUND)
S87° 11' 07"W, 881.39 FEET TO A POINT FOR CORNER
MARKED BY A 1" IRON PIPE (FOUND)
AND S02° 41' 18"E, 2,806.15 FEET TO A POINT FOR CORNER,
BEING THE SOUTHERNMOST SOUTHEAST CORNER OF THE TRACT
HEREIN BEING DESCRIBED, AND BEING IN THE CENTERLINE
OF COUNTY ROAD N0. 101, HAVING A RIGHT-0E-WAY WIDTH
OF 60 FEET. AT 1,478.51 FEET PASS THE CENTERLINE OF
MARY'S CREEK (SOUTH FORK), AND AT 2,776.79 FEET PASS
A 1" GALVANIZED IRON PIPE (FOUND) FOR REFERENCE
CORNER, SAID POINT BE/IC ALSO AT ITS INTERSECTION
WITN THE SOUTH BOUNDARY OF THE AFOREMENTIONED
H. T. A B. R. R. CO. SURVEY, SECTION 22, A-548,
COMMON WITH THE NORTH BOUNDARY OF THE R. B. LYLE
SURVEY, A-541.
2
515.0633 ACRES
BRAZORIA COUNTY, TEXAS
THENCE S87° 191 01"W, 2,737.71 FEET ALONG THE SOUTHERLY BOUNDARY OF THE
TRACT HEREIN BEING DESCRIBED, BEING ALSO THE CENTERLINE OF THE ABOVEMENTIONED COUNTY
ROAD NO. 101, AND BEING A COMMON BOUNDARY, THE SOUTH BOUNDARY OF THE ABOVEMENTIONED
H. T. & B. R. R. CO. SURVEY, SECTION 22, A-548, THE SOUTH BOUNDARY OF THE JOHN W.
MAXEY SURVEY, A-721, AND THE NORTH BOUNDARY OF THE R. B. LYLE SURVEY, A-541, TO A
POINT FOR CORNER AND POINT OF BEGINNING CONTAINING 515.0633 ACRES OF LAND.
4 R. A. SALINAS
\`,e. 1594 4-
?fees 1pssTE\Io:
V •J
strrr
3
PETITION FOR CONSENT TO INCLUDE
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, respectfully petition for the inclusion of 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 will be Brazoria County Municipal Utility
District No. 2.
II.
The area of the land to be included in the District contains 449.8473
acres, more or less, and lies wholly within Brazoria County, Texas. No
part of said area is within the limits of any incorporated city or town.
Under the provisions of the Municipal Annexation Act (Article 970a,
V.T.C.S.), said area is within the extraterritorial jurisdiction of the
City of Pearland and is not within such jurisdiction of any other city.
The land, described by metes and bounds sought to be included
449.8473 ACRES
BRAZORIA COUNTY, TEXAS
BRAZORIA COUNTY MUNICIPAL UTILITY DISTRICT NO. 2
H. T. & B. R. R. CO. SURVEY,
SECTION 1, A-309
JOHN W. MAXEY SURVEY, A-721
R. B. LYLE SURVEY, A-539
A TRACT OF LAND SITUATED IN THE STATE OF TEXAS, COUNTY OF BRAZORIA, CON
TAINING 449.8473 ACRES OF LAND, AND BEING WITHIN THE H. T. & B. R. R. CO. SURVEY,
SECTION 1, A-309, THE JOHN W. MAXEY SURVEY, A-721, AND THE R. B. LYLE SURVEY, A-539,
BRAZORIA COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS
FOLLOWS. ALL CONTROL IS REFERRED TO THE TEXAS PLANE COORDINATE SYSTEM, LAMBERT P .O-
JECTION, SOUTH CENTRAL ZONE.
BEGINNING AT A POINT FOR CORNER, BEING THE SOUTHERNMOST SOUTHEAST CO
OF THE TRACT HEREIN BEING DESCRIBED, BEING MARKED BY A 1/2" IRON ROD (FOUND) HAVI G A
TEXAS PLANE COORDINATE VALUE OF X=3,154,971.56; Y=639,062.90, SAID POINT OF BEG ING
BEING ALSO THE SOUTHEAST CORNER OF THE ABOVEMENTIONED R. B. LYLE SURVEY, A-539, AND
iBEING COMMON WITH THE NORTHEAST CORNER OF THE A. C. H. & B. R. R. CO. SURVEY, A-415,
AT ITS INTERSECTION WITH THE WEST BOUNDARY OF TIIE AFOREMENTIONED JOHN W. MAXEY SURVEY,
A-721, SAID POINT OF BEGINNING BEING AT ITS INTERSECTION WITH TIIE CENTERLINE OF AN
UNDEDICATED COUNTY ROAD, REFERRED TO AS COUNTY ROAD NO. 90, AND THE CENTERLINE OF AN
UNDEDICATED COUNTY ROAD, REFERRED TO AS COUNTY ROAD NO. 59.
THENCE S86° 43' 18"W, 2,640.03 rat' ALONG A SO is Y BOUNDARY OF THE TRACT
HEREIN BEING DESCRIBED TO A POINT FOR CORNER, BEING ALSO A COMMON BOUNDARY BETWEET
THE SOUTH BOUNDARY OF SAID R. B. LYLE SURVEY, A-539, COMMON WITH THE NORTH BOUNDARY OF
THE A. C. H. & B. R. R. CO. SURVEY, A-415, AND BEING ALSO THE CENTERLINE OF THE ABOVE -
MENTIONED COUNTY ROAD NO. 59.
THENCE NO3° 12' 50"W, 2,640.77 FEET TO A POINT FOR CORNER, BEING THE WESTERN-
MOST NORTHWEST CORNER OF THE TRACT HEREIN BEING DESCRIBED. AT 2,634.57 _E11' PASS A
5/8" IRON ROD (FOUND).
THENCE N86° 43' 18"E, 2,638.19 TWEET ALONG A WESTERLY NORTH BOUNDARY OF THE
TRACT HEREIN BEING DESCRIBED TO A POINT FOR CORNER MARKED BY A 1" IRON PIPE (FOUND),
BEING THE CENTERLINE OF THE AFOREMENTIONED UNDEDICATED COUNTY ROAD, REFERRED TO AS
COUNTY ROAD NO. 90.
THENCE NO3° 01' 04"W, 2,753.41 /EET ALONG A WESTERLY BOUNDARY OF THE TRACT
a
449.8473 ACRES
BRA%ORIA COUNTY, TEXAS
THENCE N50° 28' 43"E, 1,294.00 I'E1,'T ALONG THE NORTHERNMOST 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 SOUTHEASTBilLY
CORNER OF THE AFOREMENTIONED JOHN W. MAXEY SURVEY, A-721, AND BEING COMMON WITH
WEST BOUNDARY 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 IfRACT
HEREIN BEING DESCRIBED, BEING COMMON WITH THE EASTERLY BOUNDARY OF THE AFORFMEJT'ONED
JOHN W. MAXEY SURVEY, A-721, TO A POINT FOR CORNER.
FOLLOWS:
THENCE, SEVERING THE H. T. & B. R. R. CO. SURVEY, SECTION 1, A-309, AS
N87° 21' 50"E, 561.97 FEJT, AS FENCED AND OCCUPIED,
TO A POINT FOR CORNER MARKED BY A 1" IRON PIPE (FOUND).
AT 22.32 rhET PASS A 1" IRON ROD (FOUND) FOR RIFEItENCE
CORNER
S03° 11' 03"E, 1,106.35 t'lT TO A POINT FOR CORNER IN
THE CENTERLINE OF A 60 FOOT WIDE UNDEDICATED 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
802° 45' 26"E,:.2,630.00 ma TO A 1/2" IRON PIPE
(FOUND), AND CONTINUE FORA TOTAL DISTANCE OF 2,640.00
FEET TO'A POINT FOR CORNER, BEING THE EASTERNMOST
SOUTHEAST CORNER OF THE TRACT HEREIN BEING DESCRIBED,
AND BEING AT ITS INTERSECTION WITH THE SOUTH BOUNDARY
OF THE AFOREMENTIONED H. T. & B. B. R. CO. SURVEY,
SECTION 1, A-309, AND BEING A COMMON BOUNDARY WITH THE
NORTH BOUNDARY OF THE H.T.& B. R. R. CO. SURVEY, SECTION 22,
A-548.
THENCE S87° 20' 24"W, 3,647.18 J! ' '"1ALONG THE EASTERNMOST SOUTHERLY
BOUNDARY OF THE TRACT HEREIN BEING DESCRIBED, BEING Till(COMMON BOUNDARY BETWEEN
THE ABOVEMENTIONED SURVEYS, TO A POINT FOR CORNER BED G'AN INTERIOR SOUTHF,AS
COLTER. OF THE TRACT HEREIN BEING DESCRIBED, AND BEING ALSO AT ITS INTERSECTION WITH
(aik (am,
449.8473 ACRES
BHAZORIA COUNTY, TEXAS
THENCE S03° 00' 14"E, 887.14 FEET ALONG THE SOUTHERNMOST EAST BOUNDARY OF
THE TRACT HEREIN BEING DESCRIBED, BEING A COMMON BOUNDARY BETWEEN THE ABOVEMFNTIONED
MAXEY SURVEY AND THE LYLE SURVEY, AND ALONG THE CENTERLINE OF THE ABOVEMENTIONED COUNTY
ROAD, TO THE POINT OF BEGINNING CONTAINING 449.8473 ACRES OF LAND.
;��E OF TF+
/a/ P. N.
4s,�
• .• •
•
R. A. SALINAS
14. 1594 '
Nti.4.1;i11:1g1)0
1
IV.
District will be organized for the purposes of and the general
nature of the work proposed to be 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 of the District is urban in nature, is
within the growing environs of Pearland and is in close proximity to
populous and developed sections of Brazoria County. District's 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 organization of. such District, to
provide for the purchase, construction, extension, improvement,
VI.
Petitioners request consent for the inclusion of the aforesaid
lands in a municipal utility district under the following conditions,
until such time as said conditions may be changed by City ordinance or
resolution, either specific or general:
(a) Bonds will be issued by the District only for the purpose of
purchasing and constructing, or purchasing or constructing, or under
contract with the City of Pearland or otherwise acquiring waterworks
systems, sanitary, sewer systems, storm sewer systems and drainage
facilities, or parts of such systems or facilities, and to make any and
all necessary purchases, constructions, improvements, extensions,
additions and repairs thereto, and to purchase or acquire all necessary
land, right-of-way easements, sites, equipment, buildings, plants,
structures and facilities therefor, and to operate and maintain same,
and to sell water, sanitary sewer and other services within or without
the boundaries of the District. Such bonds will expressly provide that
the District reserves the right to redeem said bonds on any interest
payment date subsequent to the fifteenth.(15th) anniversary of the date
of issuance without premium and will be sold only after the taking of
public bids therefor, and none of such bonds, other than refunding
bonds, will be sold for less than ninety-five percent (95%) of par;
provided that the net effective interest rate on bonds so sold, taking
into account any discount or premium as well asthe interest rate borne
by such bonds, will not exceed two percent (2%) above the highest
average interest rate reported by the Daily Bond Buyer in its weekly "20
Bond Index" during the one -month period next preceding the date notice
of the sale of such bonds is given, and that bids for the bonds will be
received not more than forty-five (45) days after notice of sale of the
bonds is given. The resolution authorizing the issuance of the
District's bonds will contain a provision that the pledge of the
revenues from the operation of the District's water and sewer and/or
drainage system to the payment of the District's bonds will terminate
when and if the City of Pearland, Texas, annexes the District, takes
over the assets of the District and assumes all of the obligations of
the District. No land will be added or annexed to the District until
the City of Pearland has given its written consent by resolution of the
City Council to such addition or annexation.
(b) Before the commencement of any construction within the
District, the District, its directors, officers or the developers and
landowners will submit to the Director of the Department of Public Works
of the City of Pearland, or to his designated representative, all plans
and specifications for the construction of water, sanitary sewer and
drainage facilities to serve such District and obtain the approval of
such plans and specifications. All water wells, water flushing valves,
valves, pipes and appurtenances installed or used within the District
will conform exactly to the specifications of the City of Pearland. All
water service lines and sewer service lines, lift stations, sewage
treatment facilities, and appurtenances thereto, installed or used
within the District, will comply with the City of Pearland standard plans
and specifications. Prior to the construction of such facilities within
the District, the District or its engineer will give written notice by
registered or certified mail to the Director of Public Works, stating
the date that such construction will be commenced. The construction of
the District's water, sanitary sewer and drainage facilities will be in
accordance with the approved plans and specifications and with
(c) The District will agree to employ a sewage plant operator
holding a valid certificate of competency issued under the direction of
the Texas' State Health Department as required by Section 20(a) of
Article 4477-1, V.T.C.S. The District will agree to make periodic
analyses of its discharge pursuant to the provisions of Texas Water
Quality Board Order No. 69-1219-1 and further will agree to send copies
of all such effluent data to the Department of Public Works, City of
Pearland, as well as to the Texas Department of Water Resources. The
District will agree that representatives of the City of Pearland may
supervise the continued operations of the sewage treatment facility by
making periodic inspections thereof.
(d) Prior to the sale of any lot or parcel of land, the owner or
the developer of the land included within the limits of the District
will obtain the approval of a Planning Commission of the City of Pearland
of a plat which will be duly recorded in the Map and Plat Records of
Brazoria County, Texas, and otherwise comply with the rules and
regulations of the Planning Department of the City of Pearland.
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 approximately $7,647,404.
WHEREFORE, petitioners respectfully pray that. this petition be
granted in all respects and that the City of Pearland give its written
consent to the inclusion of the aforesaid land in said District.
Dated at Brazoria County, Texas, this 2lstday of January
19 81.
GENERAL HOMES CONSOLIDATED COMPANIES, INC.
d/b/a EDEN CORPORATION
,/161 S. H. Yager, Vice President
THE STATE OF TEXAS §
COUNTY OF HARRIS §
Before me, the undersigned authority, on this day personally
appeared S. H. Yager, Vice President of General Homes Consolidated
Companies, Inc., known to me to be the person and officer whose name is
subscribed to the foregoing instrument, and acknowledged to me that he
executed the same for the purposes and consideration therein expressed,
in the capacity therein stated, and as the act and deed of said
corporation.
Given under my hand and seal of office this ;De day of
, 1981.
PAULA FALCONER ARRIAGA
Notary Public In and for the State of Texas
My Commission expires March 12. 1984
�cu O J
Notary Public in and for
Harris County, Texas
64 4,000
6 39,000
•
634,000
1, R.A. SALINAS, hereby certify that this plat correctly
represents, both, a survey made on the ground and office
computations and adjustments thereof made under my
supervision and that the boundaries and corners were
set or recovered as shown.
i J
CADASTRAL SURVEYING & MAPPING CORPORATION
•
rt-
DWG. NO. 80- 12-33
- r
000(6tit`c:
A
R
4
304
COUNTY HO
•
R
No. es
Ivu.
H. a
L
ca.
�
N 86°4:3'-1s'rc
r\5;8"I R F3D
'AT 2634.57'
z
0
0.1
0
N
0
•
G.i.P
9.80' S
Nip
0
0
0
2638. 19
`3
FEN COR .END
FEN .COR . END
N
LTI
I"s.R
2.2.3t
" 1 . p FND.
X= 3, 154,925 .07
Y-639,948.82
,! 3" i R
AT4386.'9
i
• t2.32-W
1.. 46
CONC. MON. FND.
50.42'S .
t3 2F'E
R. R•
CONC MON. FND.
! 39. i5E.
fj
coNC.MON -FND.
40.19`E.
I�
it
C 0.
,CONC. MON FND
P.O. B.
1/2"l.R. FND.
AT 2638.07
X 3,154,97t.56 l o
Y=639,062.90 - 0
337+82
CONC. WN. FND.
32.78' W • V\
0
cQ
111
CONC- MON.FND..
29.38'
�5.9'i.R 1=ND-_`-`
AT I814.79 ' "
48 LT .
CONC. MON FND.
AT 17 47 47'
32.00' W
500'
. CT'
c3
N
A-.
Ni
E
R.R. TIE AT FEN.COR.END -
'.
P3 8 r .2 1.
a,�,.,.-.alt-•X•
ACRES
sS7.°250.24 :w
CY
CO'
0:
6"i3OR . POST
I"t-p FND
= 643,762.76
6,�I1.46
P GST
a
B. R.
CON:, MON FM)
`;;L. 4 -.
647,=18'.. --
N87°20'24"E�
2070.68' .. .
4967.14
B. C.M.U.D. NO. 3
5L5 0633 ACRES
o'
5u�
0
0
0
C 0 .
tormon
N0. I
COUNTY RU.
N 7 ° 21 0 4 E
tR R TIE END
29.90's
1024' W
0= 9
1 /2" L P. AT 2630.00`
1/2"l.P. AT3647.45'
10.0' N.
0.
X
co
a�
w
2645:19.:.
•
N87°18 5l
32.0±05
i
r)
0
0
0
fw i3DEN POST FEN: GOR .
s °:5&:.N'.. 24'.00 E.-
S87°19'IO"s
Pt:O. B .
C,3ALC. ST. INTERSECTION
'6634,683.22
4'� 3,155,202.68
SCALE:
500'
0
0
CREEK
T. a B. R.
R.
c->„
( G E O.
0 \ .T -,3.9 ....
I" I . P. FND,
MA Y S CHEEK
(SOUTH FOR)tad
0
Q
0
0
-
GO
1"G .I-P EN€.
29.35' N. 2 37,7 l'
AT 17 60.44 .
`- COU:'V i Y RO. ,NO.
= 500'
A
B.
10 00' 15001
Ai
101
AT 1478.511
{ NO .cy- T4 FORK
rja
co
0
t.g
co
C 0 .
SM I T H )
6.1. P.
F N D.
S87°.21344W..., ... 1319.03 ...
5 4 8
1 ' 'G1.P..FND.
2776.79'
-- 5 4
�. E
NOTE: Alf control is referred to the Te. S
Plane Coordinate System, Lornbert
Projection, South Central Zone.
Bearing orientation based on U.S.C. G. S.
Pearland 1968 Datum and City of Houston
survey marker 5450-0910.
0
0
0
H. T. 8 B. R. R. C 0. 140. 17
it L. a P CO. EASEMENT
• SI ;q 5 9" E 2 5 C r- 23
5 /8'1 REND -T
'4€.S0
ito
1320.24
S 0 2°40' 01" E
412:45`
1" G. l . f, ND
25.80'9
0
•
240.4580 ACRES
CND
16.3.5' N
34 . L.
PK NAIL
12.10' S.
S57°18' 51 n W o._
c_ BRIDGE
FL T.
R J CREEK
v s
0
0
rrk1
0
2 4 2.
cAt
13 . R
241+2.8
4 7
P F ND AT WOOD FEN POST
c . NO. 18
634,000
BOUNDARY SURVEY OF
MUNICIPAL UTILITY DISTRICTS
BRAZORIA COUNTY, TEXAS
APPROVED THIS DAY OF !98
CITY COUNCIL:
TOM REID, MAYOR
CHARLES R. MACK, MAYOR PRO TEM
AL LENTZ, COUNCILMAN
!RAN COPPINGER, COUNCILWOMAN
CARLTON MCCOMB, COUNCILMAN
TERRY GRAY, COUNCILMAN
DICK QUALTROUGH, CITY .ENGINEER..
• BOBBY WILLIAMS, CITY, ATTORNEY
e.
w'Mwl�+r.rW�F.r•.
•
vir
-- -_•- - -.�`"` . --= - - '."- - - ,�. ..;.*yam'"'"... +v ,_..,.�_-"'-+-L,.,..� _ _,_,I'4'"_f .,; #Y'-.�,�, .. -
SCHOOL. SITE'
(HIGH SCHObL
SCHOOL SITE
JUNIOR HIGH)
FUTURE BRAZ ORIA COUNTY M .0 . D . N ° G
320 acf
GENERAL HOMES CONSOLIDATED COMPAM I ES, • 1 NC.
arra
SCHOOL SITE
( HIGH SCHOOL)
,_UNRESTRICTED,.
•
r
M1Y
.» N„ m+..:�,.c»`sr..a:,:,,,t e::u a9 .�•s-�n..r„�" .u„`�f.� im,:Mkf �;;. il-t•St, ":.
EASEMENT
z
0
CL
COMMERCIAL
RESERVE -
,' UNRESTRICTED
RESERVE
POND EASEMENT
COMMERCIAL
DRILL SITE
COMMERCIAL
RESERVE
- RESERVE
010
ORO
IMO
11111,
imam
Mem
MIN
amusi
V
i
COMMERCIAL
RESERVE
.1I. •
r.! RV
4.411141
RECREATION:
.RESERVE
4MM
01W4tk
#* v44
Aft
o� *ati
4111
r�
,74
,. 'ks4 4 F,3' ; .^ n�„
•
31.
.r4
r>
0
rn
0
a-
0
0
cr
1
i
PlITIlia*
iiMEM
wr�
f
i
,f•
lark
•Tw
_-I— — --
simmmumm
14*-441111 :11
SCHOOL SITE
(ELEMENTARY)
WATER
PLANT
SITE-
1111111111Id
•
COMfiERCIAL.
RESERVE
POND EASEMENT
•
POND EASEMENT
POND EASEMENT
—lam
MEM
NEM
— .
%tf
DRILL
SITE
iimmumum
renimmum
r emu
nib :FE
EX =11
111111
•
is
INN
•
•
MINN
NMI
INN
rEI
COUNTY ROAD,.. NO. 59
COMMERCIAL
RESERVE
I1R.r git- gry.
S'CH00 L SITE ,
(ELEMENTARY)
POND EASEMENT
Milli MN 11111.1
11101111 ME MN
MIMI Mall MINIM
NM Mal II
NMI MEN Mai
i� � y
Mir wan
.11,111111011
111111111111
A
WATER
PLANT
SITE
MIN
IIII--
--
MUM
COUNTY ROAD
100' ROW
%if
11141rA,
444.1-14/
kik
win
min
mum
rim
441
h1
Inn �.
IRMOv-�
Mill NUE
14tAFq �_
RECREATION
RESERVE
inumins
C.
DRILL SITE
. n •
444.444414,44.44
4
MIN
NEM
MOO
*.•
•
UNRESTRICTED
RESERVE
Mal
SHIN
1111111111
MOE
tazi
141;1141
Er%
1111111111111
. POND EASEMENT
•
•
POND EASEMENT
.44
4-1
Cr cr)
Li
*Ipft
Ailleitfttow#
414**k
nittlit***'
1110**
et •
4,t
1111111.*
leihr
a.
SEWAGE TREATMENT
PL ANT SIT E
1
DENSITY STANDARDS NET RESIDENTIAL
MINIMUM BUILDINC SETBACK LINES:
FRONT LOT - 20 FT.
SIDE (INTERIOR LOTS) - 5 FT.
MINIMUM LOT SI E:2
k.
WATE
•
•
eft*
soft
%tie
11111
MOE
simmumummimm
rimmENEENEN
Mai
Ulm
al Una latialk
MOM MIN ME
ftft
ift oral
r„„,
ON ?UL-DE-SAC CORNER, AND RADIAL LOTS)
FOOTNOT ES:
•
,72
11111111111111111111111111
Nom ME
wpm INN
mom mon
aelli
111111111
111111111111
MEM
WWI
MIME
MUM
NOM
CHANNEL EASEMENT
'400
800
),6„
EXHIel
a
4,4
..�..»� ....mkt ...i►
1
•
APPROVED THIS DAY OF �i9NL/2 , 1981
TOM REIN, MAYOR
eioL
CH RLES R. M CK,. MAYOR PROTEM
�_ ~ .
.L'l.ENTZ, �QUNCILMAN
PRA COPPINGER, .CO *CILWOMAN
44'/14
CARLTON MCCOMB, COUNCILMAN
TERRY GRAY, COUNCILMAN
DICK QUALTROIIGH, CITY .ENGINEER
BOBBY WILLIAMS, CITY ATTORNEY
•
•
SCHOOL SITE
(HIGH SCHOOL)
// SCHOOL SITE
HIGH SCHOOL)
SCHOOL SITE
JUNIOR HIGH )
.UNRESTRICTED
FUTURE ERAZORIA COUNTY M .0 . D. N°,6
320.ac±
•
•
•
•
E L HOMES CONSOLIDATED COMPANIES, ,N .
"It
w•
EASEMENT
COMMERCIAL
RESERVE
UNRESTRICTED
. RESERVE
0
z
0 •
POND EASEMENT
DRILL SITE
COMMERCIAL
RESERVE
COMMERCIAL
RESERVE
•
trk
111
IOW
101
lam
ES
v
Oft
ail
COMMERCIAL
RESERVE
UNRESTRICTED
RESERVE
111
Ad%
41, *IV
t4) 4k#
4Ip
1 Q�
—
tit/
11
RECREATI ON
RESERVE
'*
%4
* 4
teak 44*
MEE allapair ego rbAlit
EMI hie Liu
EMI 1111111111111
mow illan
1iIi1IIII& NE
11111111111111111111111111111
I~
1 1-
LWA
170
S•
SCHOOL SITE
. ELEMENTARY)
1
WATE
PLAN
SITE
_
IMO
EMI
Rig
COMMERCIAL
RESERVE
POND EASEMENT
'1!
El
a
IN
iii
Ea,
4
.MN
/•o
1%
N
paOIIN#M*
EI
W
V
1
4N
IMM
Ii
4II
s
II
s.NN
s
4
r...
E. will
EASEMENT
0
z
0
a
,?0ND EASEMENT
1111
WINIMNNINIEIINM
us
N1IMI1MN1I
NMMIMNIMII
r•
MIME
COUNTY ROAD. NO.
V' 0'
ti
COMMERCIAL
RESERVE
Kr
"A&
�.r
ONEN
Mao
IN
MINI
"
-•
S'CH00 >"
"-SeT E
ELEMENTARY)
aka*
1114111
1111
NE
aim
OMEN
NINE
Elm
NM
111E
112.11
IEN
59
44,
•
100' R O.W.
RECREATION
RESERVE
440:44/11111M1 11111
ME IVA
POND , .EASEMENT.,
0
0
Z
0
0
Ix
C
iNE
NE
esu
II
1
E2M
me
0m
i .am s-
WATER
PLANT
SITE
�uuxuruu��'
DRILL SITE
vo
isi
ogis
111 semi
um
411
•
1111111111111111111
•
III ME
NM MIN
IWO rps
....
lop 0,0
,00 oi.
•• IN.
too
el. V
#0
V A
4414
tr*"
00
00
eiiii Ilimin
IN
MN Iliffl
Elm mom
NMI
EWE
MEM
IMO
44
'UNREST RICT.E0
RESERVE
MIME
NNE
NINE
MEE ISM
ME MIME
NNE
imam
441r1144
11110111111
•
COUNTY ROAD
z.
-POND EASEMENT
11.1
Ow tai
MIR
te
imillett14%
11,114444„
IraWitt
44* 4it
1111111a6
Aiw
HMI
WV,/
( ELEMENTARY)
SEWAGE TREATMENT
PL ANT SIT E
rAt
FRONT LOT-'2.0 FT.
PIPELINE, EASEMENT-65 FT.
MINIMUIVI LOT' SIZE:
6600 So:-F,L,(60' X I 0' TYPICAL, WITH --DIMENSIONAL VARIATIONS
ON CrUL7DE-SAC, CORNER, AND RADIAL LOTS)
N
POND EASEMENT
POND EASEMENT
44/
WATE
SIT
4thAlp.
arapirsiftikiran
It
Min
NNE
man
NEM
FOOTNOTES:
I. Net residential density is Calculated. by dividing the numbei',of :units, puy tbe..,surn2,4•451.
in I otsir•iiights of waY,-, .i•ecreation reserves, . • landecape ,resetvesi public schools, . and. 0
-2:"Dosts. include ler° I ot line -or single tinily attached:. dwelling .
•
•
h.
•
4
•
•
•
fra
•
5b
"4 m ti}rk. "',5.2••� '<v 54. y5ir• .Y.'(
Afe� {� S3` •n
Nj
"'�-"��4's - . tea•. _ _� r ...
R i +Y
U�,
roc
+"• , t. Sc" S rgr i- _.-' '^.ark'.F•^ ^fix re-n. +; 9rri` <5"._.'
x: :. ,.na • 4-•
�M �w a344
7.113,16
F. M. 3344
T yrM'
N 86°431 18" C
�p C:a �S f:r .?�"?PF"e'y F'•�e�; 3 a".;"d ,4-,: z':>. T"}.
};z°;r; s?h !ail:" .. •ir�'-*�,4, �i is." :+c, -
4? a
El (
gi
Ili
111
MI
1
1
a FUTURE BRAZORVk COUNTY M.U.D. NO. 6
a
I
i O A ±
Ili
i i
I3
MI
Et
rti
Al
31 E f 0
®' < 0° II
o
Zi ,� • . •.� ,, y � `�- S 86°'36 071" W - 1980.27'
, 13
144;,,-.4..,,.,. '—'--- �,. -"...,.Y�M--•r,r .,,•.-;,-,-,,,..r.-y • .""'t.`-, r % y..r�w y i i� aura! ` m. v i� Ms 7'rs� ' y 1 _�� s' k i
ky���
gin - ".i ,.,� ' , ', ., r iF� Y -. �k' .�M�wM-4x.?'..+.il+Y.+>w�'•'r's sy f�..� .y,: - `c ','; ^�•,.r' ?x :1 """•4e•1 "7' ` ✓ ;6,-,"- --- '
sw.w-yda-'j•.
At ..
S 86°431 18' W
2640.06'
N 86°36' 07" E 1980.27'
AA A
661.9'r ,i
1+I .Si' 21 t 5O6.ii
+•. �, _ .) w»�i_z'F`- r�,'•r W,,'e.N� + yjIr,i
2070.68'
.,•...�n:rs3: F��: �u.^•i'4[ r `:--,-:H'A'n'-. •N, `sw".`n.w ..d- ..-","Sr7 r'K;']nf. {a�•�,':
-.r ..r. rtf:�•-.tr- i,ra.�.."_w`y.. i '�i-J�.%i.'t.5Y'N"xSy`' t,yto' �. y !`� y_ „,r.•VcYT w^1iwY,,,ret.r
. 1,• s •
•-•'W40.-, • °'�'isr'A�•`-' .�S'-'T.15�F" i.."v siw. 4��'ii�k�'. l "•t� �,j;"�•.
� yev 'y r• ,G; r^' -r�s, .,e> Ir .a,a w'.£F�ses "ate tF>2W a =^Y" emu TM, 'Mk %MTr3+.i`��'�; ,^"' "p' r�;4: 'r..s.r,..s,.� .I;: S,,1"1,m:Y;»)tl r.+„:,:'::.+`;,E•-'
.r- ;;`Yt;?:ti�i rMe a;.s� ;p'_, �. ,o r - n� x%,.' .i:r�v",d `�'. ,�'^ =`•-.• �•: -
�� �'r�-`�L Wit•. Y:..^n ;`I"p"•h..,-"*-..'.^�._ ;.4�,w: :, N:.' -�'.�a '�i'w'"` �i�';i� '!" �? � +'a-+� r- "�' _ * "'�, �,..
r
L-;.•'t',i;;n'�'��K'r'�wgyt'sir=';:�%:r•�'w�;'ti={ �u,:•';4a�H,"-',�sSbi�^,ur.�.sw�>�.�;,�?},4C'� �':^�`3i<;9,�t•,.t:'.,`.;d; �,rt,;,-t�ea�.5� �'.,a'a'?i,'::'�"s"t,g•�-iH,3��'. ..t'§=�e^1- rs5r'{�:t"+i�?r..- ' �a..
APPROVED BY THE BRAZORIA CDU "YDRAINAGE DISTRICT 0.4,
COMMISSIONERS OF EIRAZORIA COUNTY; rTX, AS, ,THIS _ .DAY,°. ,
• O _,�, 182.. '
OOL N W. 0- DAY s - CHAIRMAN ' `"t::L Y-D • ,` 8't`,." PERINT DEN
'&3'r'
Ateiceo
-11f1 '•, /Z-" +.
N s7° LaLS1";E - t Q.zi-4-
Z.'•n'1.
.47
'1,,10- ,
•
•4r*.', s.'' rX la'y✓!��l y� l•,�y•'4"-•w 4•''' ,Vs�i,` �qr`-''''
1
,�`
,m +``if ,774,•4. , • + �- S'«-•'.%41
•
: �.. -h,. r ;w.:,.l.nt } �'•, :a;1 "•�� k;, •
aw,+, ', '-, ,r''
,S,87 18 5111,
3973.78,
DENSITY' STANDARDS' (NET °RESIDENTIAL 1 `
B:C.M.U.D.>:I - 40 DU}/AC •
BcM.u.D.a-'3.8�{ DyrlU�/AC - :;.] " ,y,)• _
- B.C.M.U.D. �.! - 3.8 C V/AQ, _ •' '�•, c" ,rc, .s - •i y ;:
.MINIMUM BUILDING :SETBACK ` LINES :
-FRONT:-:LOT -- 20 FT . _ • : , _ . '
. SIDE- (INTERIOR, -LOTS) -.5 FT. ' '
SIDE (CORNER LOTS)'. 10 Ft'
.PIPELINE�'EASEMENT _--65,.F`T.
-MINIMUI11Iu LT'r....SIZE. r,`al: w
6€ 0`; 5 '''FT- 160°'11°O tTYRICAL;: ,r`DIMENSION'AL,.VARIATI0NS''s.
ON' CUL'-DE-SAC, CORNER-_, "-AND` RADI.AL'''LOTS .'� `' . _ ,
x-. ._ .._
A!,'�'.r'!� ;,., �rs.s i3' .,•a '. + - '�~.t' ram, •-Y'"'.. ,ry.r"x ♦{,1
FOOT [NOTES:.. ' ;
-i
f<,. Net residentta 'densi t y,.is; coIcuLoiaid b dtvidr 'tkie' nui► t. bcr o` ':dweIfi r "tincts' .(DE. 5'by- the su },
'of � the:acre ig ini lotsrights of way, recre4
'- c1fa <ndge' cad open space easements. ", •
2. Does not include zero -lot line or.�sCnglef family, attachedF; dwelfing ,units:. _
GRAY, ,COU„NCIL''MAN_ ..,•
200 -
100 • 400 -
'GRAPH C SCALE