R-2016-014 2016-01-25RESOLUTION NO. 2016-14
A Resolution of the City Council of the City of Pearland, Texas,
authorizing the power of eminent domain to acquire fee simple title to
certain property; being a 0.006 of one acre (272 square feet) parcel of
land located in the H.T.& B. R.R. Co. Survey, Abstract No. 310,
Brazoria County, Texas and being out of and a part of the Westerly
0.481 of one acre portion of that tract described as 0.898 of one acre
in the County Road 403 abandonment per Brazoria County
Commissioner's Court dated August 19, 1985 and recorded in Volume
(85)175, Page 155, Brazoria County Deed Records, for the construction
and maintenance of water, sewer, drainage and road improvements
(Hughes Ranch Road Project) on certain real property described herein;
authorizing the city attorney, or his designee, and other city officials to
take such actions as are necessary to acquire said property, located
within the city, by donation, purchase, or by the exercise of the power
of eminent domain.
WHEREAS, the City Council recognizes that a public convenience and necessity
exists for the location, construction, operation, and maintenance of water, sewer, drainage
and road improvements on certain real property described herein; and
WHEREAS, accordingly, the City Council hereby acknowledges that it is in the
public's best interest to acquire fee title on certain property; now, therefore,
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section 1. The City Council hereby finds and determines that a public
convenience and necessity exists for the construction of water, sewer, drainage and road
improvements on certain real property located in Brazoria County, Texas.
Section 2. The public convenience and necessity requires the acquisition of fee
title by donation, purchase, condemnation, or otherwise, of certain real property located
within the City and situated in Brazoria County, more particularly described in Exhibits "A"
and "B", attached hereto and incorporated herein for all purposes.
Section 3. The City Attorney, or his designee. and other City officials are hereby
authorized and directed, on behalf of the City to take such actions as are necessary to
RESOLUTION NO. 2016-14
acquire the property interest, described in Exhibits "A" and "B", either by donation, purchase
or the exercise of the power of eminent domain.
PASSED and APPROVED on this the 25th day of January. A D , 2016.
ATTEST:
FING,
Y SE( ' TARY
APPROVED AS TO FORM.
DARRIN M COKER
CITY ATTORNEY
,Th)„, V7,2e
TOM REID
MAYOR
Resolution No. R2016-14
Exhitib "A"
Parcel 8
Page 1 of 3
County: Brazoria
Roadway: County Road 403 (Hughes Ranch Road)
Limits: SH 288 to FM 865 (Cullen Blvd.)
Property Description For Parcel 8
.. Being a 0.006 of one acre (272 square feet) parcel of land located in the H.T.& B. R.R. Co.
Survey, Abstract No. 310, Brazoria County, Texas and being out of and a part of the Westerly
0.481 of one acre portion of that tract described as 0.898 of one acre in the County Road 403
abandonment per Brazoria County Commissioner's Court dated August 19, 1985 and recorded in
Volume (85)175, Page 155, Brazoria County Deed Recordsrand being further described in an
instrument from Homecraft Land Development, Inc. to N.D.C. Inc. dated February 27, 1987 and
recorded in Volume (87)391, Page 368, said 0.006 acre parcel being more particularly described
by metes and bounds as follows:
COMMENCING at a point in the East right-of-way line of Northhampton Drive (100 feet
width) for the Southwest corner of Lot 1, Block 11 of SOUTHDOWN SECTION THREE, a
subdivision per plat or map recorded in Volume 17, Pages 153 — 154, Brazoria County Map
Records (B.C.M.R.), same being the common Northwest corner of said 0.481 acre tract and said
0.898 of one acre tract from which a 1/2 inch iron rod bears North 10° 17' 27" West, 0.90 feet,
thence as follows:
South 05° 27' 00" West, along and with the existing East right-of-way line of said Northhampton
Drive, same being the common West line of said 0.481 acre tract and said 0.898 of one acre tract,
a distance of 6.08 feet to the Point of Curvature of a curve to the left;
In a Southeasterly direction, continuing along and with the existing East right-of-way line of said
Northhampton Drive, same being the common West line of said 0.481 acre tract and said 0.898
of one acre tract, same being the arc of said curve to the left, having a Radius of 20.00 feet, a
Central Angle of 51° 15' 39", a Long Chord which bears South 20° 11' 52" East, 17.30 feet, and a
total Arc Distance of 17.89 feet to a 5/8 inch iron rod stamped "Brown & Gay" set in the
proposed North right-of-way line of County Road No. 403, also known as Hughes Ranch Road
(width varies) marking the Northwest corner and POINT OF BEGINNING of the herein
described parcel and being located in the Arc of a curve to the right from whose center bears
South 06° 03' 06" West, 2,550.00 feet, said POINT OF BEGINNING having surface
coordinates of X=3,124,369.38, Y=13,774,872.93;
Parcel 8
Page 2 of 3
1. THENCE, in a Southeasterly direction, along and with the proposed North right-of-way
line of said County Road No. 403, same being the Arc of said curve to the right, having a
Radius of 2,550.00 feet, a Central Angle of 01° 42' 59", a Long Chord which bears South
83° 05' 25" East, 76.39 feet and a total Arc Distance of 76.39 feet to a 5/8 inch iron rod
stamped "Brown & Gay" set in the West line of a 5 feet wide Drainage Reserve along the
South line of SOUTHDOWN SECTION EIGHT, a subdivision per plat or map recorded
in Volume 20, Pages 35 - 36, B.C.M.R., same being the East line of said 0.481 of one
acre tract for an angle point in said proposed right-of-way line, same being the Northeast
corner of the herein described parcel;
2. THENCE, South 03° 06' 47" East, along and with the West line of said 5 feet wide
Drainage Reserve, same being the East line of said 0.481 of one acre tract, at a distance
of 4.15 feet pass a 5/8 inch iron rod stamped "Brown & Gay" set marking the Southwest
corner of said 5 feet wide Drainage Reserve, same being an angle point in the proposed
North right-of-way line of said County Road No. 403, from which a 5/8 inch iron rod
bears North 58° 14' 40" East, 0.37 feet, continuing along and with the East line of said
0.481 of one acre tract, same being a Southerly projection of the West line of said 5 feet
wide Drainage Reserve for total distance of 4.32 to the existing North right-of-way line
of said County Road No. 403 being the common Southeast comer of said 0.481 of one
acre tract and the herein described parcel, said Southeast corner being in the Arc of a
curve to the left from whose center bears South 08° 40' 26" West, 2,466.44 feet;
3. THENCE, in an Northwesterly direction, along and with the existing North right-of-way
line of said County Road No. 403, same being the common South line of said 0.481 acre
tract and said 0.898 of one acre tract, same further being the Arc of said curve to the left,
having a Radius of 2,466.44 feet, a Central Angle of 01° 39' 21", a Long Chord which
bears North 82° 09' 14" Nest, 71.27 feet and a total Arc Distance of 71.28 feet to the
beginning of a non -tangent curve to the right from whose center bears North 25° 04' 47"
East, 20.00 feet;
4. THENCE, in a Northwesterly direction, continuing along and with the existing North
right-of-way line of said County Road No. 403, same being common South line of said
0.481 acre tract and said 0.898 of one acre tract, same further being the Arc of said curve
to the right, having a Radius of 20.00 feet, a Central Angle of 19° 05' 31", a Long Chord
which bears North 55' 22' 27" West, 6.63 feet and a total Arc Distance of 6.66 feet to the
POINT OF BEGINNING and containing 0.006 of one acre (272 square feet) of land.
Parcel 8
Page 3 of 3
All bearings are grid and .are based on the Texas State Plane Coordinate System, South Central
`Lone, (NAD '83, '93 Adj.). All coordinates and distances are surface and may be converted to
grid by multiplying by a scale factor of 0.99987330.
Compiled by:
Brown & Gay Engineers, Inc.
10777 Westheimer, Suite 400
Houston, Texas 77042
(281) 558-8700
TBPLS Licensed Surveying Firm No. 10106500
.`
GLENN FISHER
4 y 4145o
f
NOTES:
A survey plat of even date has been prepared in conjunction with this property description.
\PROJECTS\OR2\00).01\PNN.S\PAOCELS\PARS. AI.6m. 5/)1/)O11; 4'1,0 04. 1lymtt
B.C.
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VOL.
•
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LCi.EN4.
BRICK COLUMN
BRA2ORIA COUNTY DEED RECORDS
BOARD FENCE
BRICK PAVERS
BRICK WALL
FOUND
IRON
NUMBER
PEDESTAL
PACE
POINT OF BEGINNING
POINT CF COMMENCING
POWER POLE
RIGHT—OF—WAY
SOUARE FEET
TELEPHONE
UNDERGROUND ELECTRIC PAINT
UNDERGROUND GAS PAINT
VOLUME
SET 5/8 INCH IRON ROD YAM
CAP STAMPED BROWN & GAY
EXISTING MONUMENT AS NOTED
FOUND (AS INDICATED)
EXISTINC R.O.W. LINE
PROPOSED R.O.W. UNE
PARCEL CX:STLVG AC.VEAOE V HI
�NUIJEERI ACREAGE E!OS�UIC R.0.5.
{
8 I0.481 AC. NiA
GENERAL NOTES:
1. BEARING ORIENTATION IS BASED ON THE TEXAS COORDINATE SYSTEM, SOUTH CENTRAL ZONE 4204,
NAD -83, 1993 ADJ., .AND WAS ESTABLISHED 8Y CPS OBSERVATIONS. ALL COORDINATES SHOWN ARE
SURL'ACc AND MAY BE CONVERTED 70 GRID BY MULTIPLYING SURFACE COORDINATES BY TI -IE
FOLLOWING COMBINED SCALE FACTOR: 0.99987330.
2. A SEPARATE METES AND BOUNDS DESCRIPTION OF EVEN DATE WAS PREPARED BY THE
UNDERSIGNED IN CONJUNCTION WITH THIS SURVEY PLAT AND ISSUED AS A SEPARATE INSTRUMENT.
��L""" H.T.& 9. R.R. CO. SURVEY, A-310
• AGf Ler �IOCr] OWNER
N/A I It 14.0,C., WC.
I hereby certify (hot this plat Is hosed on a survey
mcdc on the ground under my super Vulon and to
my knowledge is true and correct and substontlony
complies with the minimum standards and
specftication of the rules establfehed by the Terns
Bocrd of Professional Lend Surveying.
I TWE OF
I.l
GL NN FISHER RPLS NO. 4146
BROWN & GAY ENGINEERS, INC.
10777 WESTHEIMER, SUITE 400
HOUSTON, TEXAS 77042
TELEPHONE: (281) 558-8700
F;.1 CODE
TAr(tyC' Reman4cER
c./ AC I CM RX,TR
a6sfd I 0.475 AC. N/A I
REMS:ONS:
05/04/15 — AAO ACREAGE TAfLE & CITY COMUENTS
14/15/15 — UPDATED TORO
1,ewn a 0.T Eryh...n,1' .
tam
lorrr WWNFbnr,. Ar 400 Houslon, IX 770:7
PARCEL \LAT
PARCEL 8
C.R. 403 (HUGHES RANCH ROAD)
H.T.& 8. R.R. CO. SURVEY, A-310
CITY OF PEARLAND
BRAZORIA COUNTY, TEXAS
5:o1,_ 1.15h No. IOro+:rp:
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STA. 162+92.27
ARC LENGTH
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7.
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P.O.B.
PARCEL 8 EXISTING R
X=3,124,369.38
Y=13,774,872.931
Ph148
0.006 AC././ 272 SQ. FT.
(— r --)G‘41
11 1 NDo�NN S�36. �.G.v1•R—
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1'll PARCELS •8
VOL. 2� I 2 O 3
" W, 0.9U" N.D.C., INC
0.481 OF AN ACRE
-VOL. (87)391, PG. 388, 8.C.0.R.
FEBRUARY 27, 1987 1
COUNTY ROAD 403 ABANDONMENT
-VOL (35)175, PG. 155, B.C.D.R.
g,� AUGUST 19, 1985
'NO.. 1/2" 1 ROD
BEARS N
L ------
I EXISTING R.O.W.
- i -
CURVE Tba -
RADIIJ� U[LlL L.nuni t4L/P W4a I.HUKu 031AnCL
20.00' 'j 'l6'., " S 20'11'.;1" E I 17.30'
2,550.00 U�'dr59" S 83'052 E I 76.39'
2,466.44' 01'39'21" N 82'Qyi4" W
20.00' 19'05'31' N 55'2'2'27' W
71.28'
6.66'
LANDSCAPE RESERVE -"A"- -
STA. 163+66.39
CrpAggIK'F, 611 `II ..., . -__ —
STA 163+67.3A s -PROPOSED R.O.W.
�QFF 57.11' LT DRAINAGE RESERVE "R"
'/, A.vaoW R I'Pl ND. 5/8" / ROD
o __ ,BEARS N 5874'40" £, 0.37'
sc`
i4ry�R� EX1STlNG-
�-�` ..r_ � AD No. 403
�, i 765+00`-`
NUMBER
L7
1 L2
IST
LINE TABLE
BEARING J DISTANCE
S 05'27'00" W 6.08' i
S 03'06'47" E . 4.32'
RFIAvoNc
05/04/15 - A00 ACREAGE TABLE & CITY COMMENTS
!4/15/15 - UP01TAP T'1Pn
om : c+r r&
Om. 44447. sur 400. eauen. TA T7042
Tot 0418444700 • rwm.daw;rl mm
nuKs unWC+ L fYm Na 10100400
PARFLAT
PARCEL 8
C.R. 403 (HUGHES RANCH ROAD)
H.T.& B. R.R. CO. SURVEY, A-310
CITY OF PEARLAND
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