HomeMy WebLinkAboutRES 071415-D - PCN SW Bypass ProjectV R
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WHEREAS, in order to facilitate the safety and movement of traffic and to preserve t
financial investment of the public in its roadways and protect the safety of the public, the City
Georgetown (the "City") hereby finds that public convenience and necessity requires t
acquisition in fee simple of that certain tract of land totaling 3 9.969 acres (the "Property"), mo
or
in the attached Exhibit "A," which exhibit is incorporated herein by reference as if fully set on
for public road right of way on, over under and across the Property located in Williamso
County, Texas, and for the purposes of laying out, opening, constructing, reconstructin
maintaining, widening, straightening, extending, and operating of the Southwest Bypass Proje
in Williamson County, Texas. I
WHEREAS, in order to facilitate the safety and movement of traffic and to preserve t
financial investment of the public in its roadways and protect the safe of the Dublic the City
ty
Georgetown (the "City") hereby finds that public convenience and necessity requires t
acquisition of an easement of that certain tract of land totaling 0. 152 acres, more or less,
described with particular* by metes and bounds as well as an accompanying sketch in t
ity �
attached Exhibit "B," which exhibit is incorporated herein by reference as if fully set out,
i
t
public road right of way on, over under and across the Property located in Williamson Co t
Texas, and for the!,ivaoses of I —n
-o4-Qiening, constructin reconstructina -. maintaining an
extending public drainage utility infrastructure improvements, constructing cut/fill slopes,
appurtenances thereto, and further for the use of any and all excavated materials from the Ian
described in the attached Exhibit "B" for the Southwest Bypass P Ject in Williamson Coul
r0i n
Texas.
WHEREAS, as provided for in Section 251.001, 273.001 of the Texas Local Government
Code, and under the general authority granted in Section 311.001 of the Texas Transportation
Code, the City finds and determines that each of the parcels of land listed below, hereby
collectively referred to as the "Parcels" and more particularly described in the attached Exhibits
A & B, are necessary or convenient as a part of the roadway system for the purposes of laying
out, opening, constructing, reconstructing, maintaining, widening, straightening, extending, and
*perating, the Southwest Bypass Project in Williamson County, Texas, including utility
improvements, public drainage utility infrastructure improvements, the construction of cut/fill
slopes, and/or other public uses and purposes as permitted by law (hereinafter the "Project"), and
it is necessary to acquire fee simple title in the Parcels or such lesser property interests as set
Resolution No.
Finding Public Convenience & Necessity of the Acquisition of Property from A.C. Weir Properties, Ltd.
for the Southwest Bypass Project
Page 1 of 4
forth in the attached Exhibits. The City finds and determines that conden-triation of the Parcels is
required.
IT IS THEREFORE ORDERED that the initiation of condemnation proceedings for the
Parcels is adopted and authorized by a single order for the Parcels, and this first vote by the
City applies to all of the Parcels identified in the attached Exhibits.
IT IS FURTHER ORDERED that the City Attorney is hereby authorized to proceed tM
condemnation on the Parcels and directed to transmit or cause to be transmitted this request
the City to counsel to file or cause to be filed against all owners, lienholders, and any owners
any other interests in the Parcels. proceedings in condemnation to acquire in the name of and
behalf of the City and the State of Texas, fee simple title to each Parcel or such lesser estates
property interests as are more fully described in each of the attached Exhibits, save and exc
oil, gas, and sulfur, as provided by law, as follows- I
36.969 acres, more or less, owned by A.C. Weir Properties, Ltd., described by
FAY"
WHEREAS, in order to effectuate the Project, it will be necessary and convenient that t
employees, agents, and/or representatives of the City to lay out the Project and acquire t
necessar,,,, right owtn. over- under and across the Parcels for th ilcumlose of constructiI
d
reconstruction, operation, and maintenance of public road and drainage utility infras
improvements and the construction of cut/fill slopes adjacent to the Project, and appurtenanc
thereto, and for the use of any excavated materials from the Parcels for use in construction
roaway infrastructure impo
rvements-,
WHEREAS, it may be necessary to hire engineers, surveyors, appraisers, attorneys, title
companies, architects, or other persons or companies to effect the laying out, establishment, and
acquisition of the Parcels for the Project;
Resolution No. M 1-11
Finding Public Convenience & Necessity of the Acquisition of Property from A.C. Weir Properties, Ltd.
for the Southwest Bypass Project
Page 2 of 4
Now, THEREFORE, be it RESOLVED by the City Council of the City
Georgetown: I
1. That in order to promote the public health, safety, and welfare, public convenience
and necessity requires the acquisition of right of way in fee simple on, over, under
and across the real property described in the attached Exhibits, designated as Exhibits
A and B, for the purposes of laying out, opening, constructing, reconstructing,
maintaining, widening, straightening, extending, and operating of the Southwest
Bypass Project in Williamson County, Texas, including utility improvements, public
drainage utility infrastructure improvements, the construction of cut/fill slopes, and/or
other public uses and purposes as permitted by law.
a. Lay out the exact location of the land area needed from the Parcels or
other properties;
b. Hire such engineers, surveyors, appraisers, title companies, architects, and
other persons or companies needed to effect the laying out of the facilities
for the Project, the establishment and acquisition of the required right of
way, and the construction of permanent public road and drainage and/or
utility infrastructure improvements, and appurtenances thereto;
C. Enter upon any property necessary for the purpose of surveying and
establishing the title, in order to determine adequate compensation for the
right of way being acquired, and to conduct tests-,
d. Negotiate with the owner(s) of any such properties for the purchase
thereof;
e. To purchase any necessary right of way on, over, under and across the
Parcels, and execute all documents necessary to acquire such right of way,
all subject to the City Council's express approval of the specific,
negotiated terms of the acquisition;
f. Initiate eminent domain proceedings against the owner(s), lienholders, and
any owners of any other interests in the Parcels to obtain the necessary
title(s) for the Parcels in the event the owner(s) fail to accept a bona fide
offer to purchase the Parcels; and
Take whatever further actions are deemed appropriate to economically
effect the establishment of the Project and appurtenances thereto.
5. That all previous acts and proceedings done or initiated by the City's employees, agent
it
and/or representatives for the establishment of the Project, including the negotiation I
Resolution No. 0-11LJ1!EL--J)
Finding Public Convenience & Necessity of the Acquisition of Property from A.C. Weir Properties, Ltd.
for the Southwest Bypass Project
Page 3 of 4
and/or acquisition of any necessary property rights in the Parcels are hereby authorized,
ratified, approved, confirmed, and validated. This resolution shall take effect
immediately from and after its passage.
The Mayor is hereby authorized to sign this resolution and the City Secretary to attest
thereto on behalf of the City of Georgetown.
•. _• M-11�11111111111
RESOLVED by the City Council of the City of Georgetown this )Li+day of
2015.
ATTEST: THE CITY OF GEORGETOWN:
By: \, -
Jess" P' E. BrettleT, `City Secretary Dae Ross, Mayor
APPROVED AS TO FORM:
Bridget Chapman, CitAttoey
Resolution No. 0-7141i��
Finding Public Convenience & Necessity of the Acquisition of Property from A.C. Weir Properties, Ltd.
for the Southwest Bypass Project
Page 4 of 4
FOR A 36.969 ACRE TRACT OF LAND SITUATED IN THE JOSEPH THOMPSON
SURVEY, ABSTRACT NO. 608, WILLIAMSON COUNTY, TEXAS, BEING A PART
OF THE 1048.20 ACRE TRACT OF LAND DESCRIBED IN VOLUME 522, PAGE
451, DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, AND CONVEYED TO
A.C. WEIR PROPERTIES, LTD., AS RECORDED IN DOCUMENT 2005090431,
OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUN'T'Y, TEXAS, AND A PART
OF THE 25.75 ACRE TRACT OF LAND DESCRIBED IN VOLUME 1238, PAGE
445, OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS, AND CONVEYED
TO A.C. WEIR PROPERTIES, LTD. AS RECORDED IN DOCUMENT NO.
2005090431, OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS;
SAID 36.969 ACRE TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED
BY METES AND BOUNDS AS FOLLOWS
COMMENCING at a 1/21° iron rod found monumenting the southeast
corner of the said 1048.20 -Acre Weir Tract, same being on the
southwest corner of the "Resubdivision of Riverview Estates" a
subdivision recorded in Cabinet K, Slade 51, Plat Records of
Williamson County, Texas, same being on a point in the northerly
right-of-way line of F.M. 2243 (80' wide right-of-way width);
THENCE with the southerly boundary line of said 1048.20 -Acre Weir
Tract and the northerly right-of-way line of said F.M. 2243,
S59°33127"W for a distance of 754.41 feet to a 1/211 iron rod set
with aluminum cap marked "Diamond Surveying", for the southeast
corner and POINT OF BEGINNING hereof;
THENCE continuing with the southerly boundary line of said
1048.20 -Acre Weir Tract and the northerly right--of-way line of
said F.M. 2243, S59033'27"W for a distance of 595.91 feet to a
concrete highway right-of-way monument found on the beginning of
a curve to the left hereof, and from which a concrete highway
right-of-way monument found monumenting a point of curvature in
the southerly right-of-way line of said F.M. 2243 bears
S30026133"E for a distance of 80.00 feet;
THENCE continuing with the southerly boundary line of said
1048.20 -Acre Weir Tract and the northerly right-of-way line of
said F.M. 2243 along said curve to the left having a delta angle
of 0°2015711, an aro length of 70.06 feet, a radius of 11499.16
feet, a chord which bears S59°221591V for a distance of 70.06
feet to a 1/2" iron rod set with aluminum cap marked "Diamond
Surveying" monumenting the southwest corner hereof, and from
which a calculated point on a point of tangency of said curving
I
northerly right-of-way line of F.M. 2243 bears S58024129"W a
distance of 321.29 feet, and from said calculated point of
tangency a concrete highway right-of-way monument found bears
N28'28f15"E a distance of 0.43'
THENCE departing said northerly right-of-way line of F.M. 2243,
through the interior of said 1048.20 -Acre Weir the following ten
(10) courses and distances:
1) N15'04129"E for a distance of 131.35 feet to a 1/2" iron rod
set with aluminum cap marked "Diamond Surveying" monumenting
an angle point hereof;
2) 1429022119"W for a distance of 446.73 feet to a 1/211 iron rod
set with aluminum cap marked "Diamond Surveying" monumenting
an angle point hereof;
3) N21042128,11W for a distance of 505.31 feet to a 1/2" iron rod
set with aluminum cap marked "Diamond Surveying" monumenting
an angle point hereof;
4) N3002013011W for a distance of 536.79 feet to a 1/2" iron rod
set with cap marked "Diamond Surveying" monumenting the
beginning of a curve to the right hereof;
5) With said arc of a curve to the right having a delta angle of
7'49,27", an arc length of 978.16 feet, a radius of 7162.89
feet, a chord which bears N26*17134"W for a distance of 977.40
feet to a 1/211 iron rod set with aluminum cap marked "Diamond
Surveying" monumenting the end point of said curve;
6) H22022f50"W for a distance of 573.90 feet to a 1/2" iron rod
set with aluminum cap marked "Diamond Surveying" monumenting
an angle point hereof;
7) N65029159"W for a distance of 89.71 feet to a 1/2" iron rod
set with aluminum cap marked "Diamond Surveying" monumenting
an angle point hereof;
8) N22*22150"W for a distance of 462.09 feet to a 1/211 iron rod
set with aluminum cap marked "Diamond Surveying" monumenting
an angle point hereof;
9) N13'43124"E for a distance of 154.20 feet to a 1/2" iron rod
set with aluminum cap marked "Diamond Surveying"' monumenting
an angle point hereof;
N
10) N22°22'50"W for a distance of 89.17 feet to a calculated point
being in the southerly boundary line of the aforementioned
25.75 -Acre Weir Tract, and from which a fence post found
monumenting the most westerly southwest corner of said 25 -75 -
Acre Weir Tract bears N86'50'08"W a distance 33.83 feet and
N81'22118"W a distance of 26.54 feet;
THENCE through the interior of said 25.75 -Acre Weir Tract,
N2202215011W for a distance of 105.81 feet to a calculated point
being in the westerly boundary line of said 25.75 -Acre Weir
Tract, and from which the aforesaid fence post found on the most
westerly southwest corner of said 25.75 -Acre Weir Tract bears
S12006129"W a distance 94.08 feet;
THENCE through the interior of said 1048.20 -Acre Weir Tract,
N22022150"T4 passing at a distance of 115.57 feet a 1/211 iron rod
set with aluminum cap marked "Diamond Surveying' near the south
top bank of the South San Gabriel River, continuing for a total
distance of 315.57 feet to a calculated point in the centerline
of said South San Gabriel Riverr, same being on a point in the
northerly boundary line of said 1048.20 -Acre Weir Tract, same
being on a point in the southerly boundary line 'of the called
457 -acre tract of land described in Volume 345, Page 460, Deed
Records of Williamson County, Texas, and conveyed to Monnajene G.
Knight, Trustee of the Lorenza G. Knight and Monnajene G. Knight
Revocable Living Trust as recorded in Document 2009074984,
Official Public Records of Williamson County, Texas, for the
northwest corner hereof;
THENCE with the centerline of said South San Gabriel River, same
being with the northerly boundary line of said 1048.20 -Acre Weir
Tract, same being with the southerly boundary line of said Knight
tract, M57040119"E for a distance of 29.48 feet to a calculated
point being on the northwest corner of said 25.75 -Acre Weir
Tract;
THENCE continuing with the centerline of said South San Gabriel
River, same being with the northerly boundary line of said 25.75 -
Acre Weir Tract, same being with the southerly boundary line of
said Knight Tract the following four (4) courses and distances:
1) N57*40119"E for a distance of 35.81 feet to a calculated
point hereof;
3
2) M63003147"E for a distance of 52.45 feet to a calculated
point hereof;
3) N74*48128"E for a distance of 98.32 feet to a calculated
point hereof;
4) N69*2312811M for a distance of 55.22 feet to a calculated
point, for the northeast corner hereof;
THENCE through the interior of said 25.75 -Acre Weir tract,
S2202215011E passing at a distance of 200.00 feet a 1/211 iron rod
set with aluminum cap marked "Diamond Surveying" near the south
top bank of said South San Gabriel River continuing for a total
distance of 554.72 feet to a calculated point being in the
southerly boundary line of said 25.75 -Acre Weir tract, and from
which a 1/21, iron rod found on an angle point in the southerly
boundary line of said 25.75 -Acre Weir tract, bears S85059131"E
for a distance of 22.32 feet;
THENCE through the interior of said 1048.20 -Acre Weir Tract the
following ten (10) courses and distances:
1) S2202215011E for a distance of 29.67 feet to a 1/2" iron rod
set with aluminum cap marked "Diamond Surveying" monumenting
an angle point hereof;
2) S67022150"E for a distance of 105.09 feet to a 1/2" iron rod
set with aluminum cap marked "Diamond Surveying" monumenting
an angle point hereof;
3) S2202215011E for a distance of 438.04 feet to a 1/2' iron rod
set with aluminum cap marked "Diamond Surveying- monumenting
an angle point hereof;
4) S22037110"W for a distance of 113.58 feet to a 1/2" iron rod
set with aluminum cap marked "Diamond Surveying" monumenting
an angle point hereof;
5) S22022150"E for a distance of 560.98 feet to a 1/2" iron rod
set with aluminum cap marked "Diamond Surveying" monumenting
the beginning of a curve to the left hereof;
6) With the arc of said curve to the left, having a delta angle
of 4*01156", an arc length of 483.47 feet, a radius of
6870.00 feet, a chord which bears S24023148"E, for a distance
Ell
of 483.37 feet, to a 1/211 iron rod set with aluminum cap
marked "Diamond Surveying" monumenting the end of said curve;
7) S40022139"E for a distance of 629.27 feet to a 1/211 iron rod
set with aluminum cap marked "Diamond surveying" monumenting
an angle point hereof;
8) S30055100"E for a distance of 684.45 feet to a 1/2" iron rod
set with aluminum cap marked "Diamond Surveying" monumenting
an angle point hereof;
9) S30*40105r'E for a distance of 664.03 feet to a 1/2" iron rod
set with aluminum cap marked "Diamond Surveying" monumenting
an angle point hereof;
10) S75 -2814311E for a distance of 84.19 feet to the POINT OF
BEGINNING hereof and containing 36.969 acres of land more or
less.
[BEARING BASIS: NAD -83(1993), TEXAS CENTRAL (4203)1- STATE PLANE
SYSTEM for this description]
A sketch has been prepared to accompany this metes and bounds
description.
> - DIA MOND S UR VE Y"G, INC
A0 B0,Y1937, C7EORGHTOWN, TX78627
(512)931-31(39"
March 1, 2011
SHANE SHAFER, R.P.L.S. NO. 5281 DATE
0
SKETCH TO ACCOMPANY METES AND BOUNDS DESCRIPTION
FOR A 36.969 APART OF THE 1048 .210UACRE TRACT OF ATED IN THE BLAND DESCRIBED EPH THOMPSON SIN VOLUME ABSTRACT, PAGE 45 ,DEED RECORDSOF
TEXAS, BEING
WILLIAMSON COUNTY, TEXAS AND CONVEYED TO A.C. WEIR PROPERTIES, LTD. AS RETRACED IN DOCUMENT DESCRIBED
10431 OFFICIAL
PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS AND A PART OF THE 25.75 ACRE TRAIT OF LAND DESTRLTD. IN VOLUME DIN
PAGE 445, OFFICIAL RECORDS OF WILLIA 04O3N3, OFFICIAL TEXAS
ANDRECORDSNV YOD TO A.C. NIR PROPERTIES LTD. AS RECORDED IN
wo MA'TG� L `sa. it'✓✓�,�'M a ��.�— ��a PQ?�,-
0. tit L ✓ ¢ty�a ° -r'r �1
'A t
A.C. WEIR PROPERTIES, LTD
E (DOC. 2005090431)
1048.20 AC. (VOL. 522, PG. 4.51) a RESUBDIVISION {OF
t RyERVIEgV ESTATES ,
\,.(CA61f\)ET K, SLIDE 51)A
fr k e
SCALE: 1 " 200'e
t
v 16.
PROPOSED ¢ 'v,�
0.152 ACRE TRACT u POINT OF ✓✓
T® BE CONVEYED BYCOMMENCEMENT f�d'r.-'✓
SEPARATE INSTRUMENT,
\\\\\\ POINT OF ' ' •®
\ j ✓
BEGINNING ✓''{ r✓"✓ �'✓r ✓✓✓
A.C. WEIR PROPERTIES, LTD j� ��!' ✓✓
(DOC. 2005090431 ) `\ r' / i ✓ '
1048.20 AC= (VOL. 522, PG. 45 1) ✓✓
4 i ./ ✓ syr' ✓✓
SOUTHWEST CORNER OF
fIF,.` ,'�Sl
�` c�9�✓✓�C�'tf RESUBDIVISION OF
t v'. , ✓ ✓✓ RIVERVIEW ESTATES
v G I Pf." ✓� ✓
t ,,• 't` �ii,,! (GAB, K, 5L. 51)
✓ s
�r� �,.! Jar �g"3r�� rte,✓
`�4_ —` r_ 5r�*°✓ui LINE DATA
DETAIL "A"i ' ~ ✓'..�. ' Course Bearing Distance
'✓ , ' L1 N 28°28°15' E 0.43'
/ `' G, rcP`✓ ✓✓ L2 N 15°0429 E .35°
26
50° TEMPORARY /'� / ✓ L3 9'22'19" W 268.15'
N 2
CONSTRUCTION ESMT.✓ r'�/ .•✓ ✓ L4 N 29°2219' W 165.03°
(DOC. 199968542) ,' .✓
s� / ,L f �✓ ✓.' L5 N 29'2219'° W 13,54°
15' WATERLINE ESMT. G84.19
(DOC. 199968542) �e✓ , ,f✓ L6 S 75°28 43 ° E 754.41
,, _,,, .0 �✓ „r . L7 S 59°33.27 W
a t'' �'✓ L8 S 3O°26'33 E 80.00°
t✓r * CURVE DATA
SEE `�-' ' Curve Radius Length Delta Chord Chard Bearing
DETAIL C1 114 916 70.06` 0`2,0°57°° 70.06' S 59°22 59" W
40' ROW C2 11499,] 6' 321.30' 1`36 03 321:29° S 58`24°29" W
PER VOL. 408, PG. 388 40° ROW WEIR TRACT SHEET 1 OF 4
TRACT B PER VOL. 409, PG. 78
MoND SURVEYWQ, INC
P.O. BOX 1437, GE0RGfT0WN.TE1'iAS 78627
(512) 931-3ioo
SKETCH TO ACCOMPANY METES AND BOUNDS DESCRIPTION
FOR A 36,969 ACRE TRACT F TOF HE LAND
N48.2IOUAC E TRACT OF SLAND DESCRIBED SIN VOLUMES522C PAGE 4518, DEED RECORDSWILLIAMSON OF
TEXAS, BEING A PART O
WILLiAt SSON COUNTY, TEXAS AND CONVEYED TO A.G. WEIR PRLIPERTIES, LTD. AS RECORDED IN DOCUMENT 2005090431, OFFI12
CIAL
PUBLICRECORDS FICIAL RECORDS OF WILLIAMSON COUNTY TEXAS AND CONVEYED ATOEA.C.. WEIR TRACT FPROPERT PROLAND PERTIES, AS RECORDED 3N
PAGE
DOCUMENT 200509043 OFFICIAL PUBLIC RECORDS OF WILLIAfaISON COUNTY, TEXAS.
0
SCALE: I"= 200'
A.C•WEIR (DOC. 200!5090431) SLTD
1048.20 AC. (VOL. 522, PG.. 451)
+s,
A.C. WEIR PROPERTIES, LTD
(DOC. 2005090431)
1048.20 AC. (VOL. 522, PG. 451)
pCPm
Cr`
Uca�e � 2 WEIR SGS ��
CHN6
opTGN
LINE DATA d'
Course Bearing Distance
L9 N 22'225x" W 573.90'
L10 5 22'22'50" E 560.98'
CURVE DATA Chard Bear,
Curve Radius Length Delta Chord WEIR TRAGI SHEET 2 OF 4
G3 7162.89' 978.16° 749'27°' 977.40' N 26'I7'39" W
C4 6870.00 483.47° 401 56" 483.37' S 24'23'48 E
OND SURVEYING, INC.
P.O. BOX 1937, GEORGETOWN, TEXAS 78627
(512)931-3100
SKETCH TO ACCOMPANY METES AND BOUNDS DESCRIPTION
FOR A 36.969 ACRE TRACT OF LAND SITUATED IN THE JOSEPH THOMPSON SURVEY, ABSTRACT NO. 608, WILLIAMSON COUNTY,
TEXAS, BEING A PART OF THE 1048.20 ACRE TRACT OF LAND DESCRIBED IN VOLUME 522, PAGE 451, DEED RECORDS OF
WILLIAMSON COUNTY, TEXAS AND CONVEYED TO A.C. WEIR PROPERTIES, LTD. AS RECORDED IN DOCUMENT 2005090431, OFFICIAL
PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS AND A PART OF THE 25.75 ACRE TRACT OF LAND DESCRIBED IN VOLUME 1238,
PAGE 445, OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS AND CONVEYED TO A.C. WEIR PROPERTIES, LTD. AS RECORDED IN
DOCUMENT 2005090431, OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS,
�60
5'-� v
S E E%
DETAIL
FP Fp I
Fp!
t as
FP L22 FP
L16
\,.;DETAIL "B"
IL L24
t-,34 L25 I
420
_!:LLI/AIL 1,,=
M T 3 ff 17M,
WASTEWATER EASEMENT SCALE: I"= 200'
1`0 t PART 3 (10.499 ACRES)
ul Doc. 2007048915
s? ul
A.C. WEIR PROPERTIES, LTD
(DOC. 2005090431)
25.75 AC, (VOL. 1238, PG. 445)
SEE
DETAIL "C"
7ZO
7
A
A.C. WEIR PROPERTIES, LTD
(DOC. 2005090431)
1048.20 AC. (VOL. 522, PG. 451)
m
Nim
SKETCH TO ACCOMPANY METES AND 13OUNDS DESCRIPTION
FOR A 36.969 ACRE TRACT OF LAND SITUATED IN THE JOSEPH THOMPSON SURVEY, ABSTRACT NO. 608, WILLIAMSON COUNTY,
TEXAS, BEING A PART OF THE 1048.20 ACRE TRACT OF LAND DESCRIBED IN VOLUME 522, PAGE 451, DEED RECORDS OF
WILLIAMSON COUNTY, TEXAS AND CONVEYED TO A.C. WEIR PROPERTIES,
LTD. AS RECORDED IN DOCUMENT 2005090431, OFFICIAL
PO
UBLIC RECOF WILLIAMSN COUNTY, TEXAS AND A PART OF THE 25.75 ACRE TRACT OF LAND DESCRIBED IN VOLUME 1238,
PAGE 445, OFFRDSICIAL RECORDSOOF WILLIAMSON COUNTY, TEXAS AND CONVEYED TO A.C. WEIR PROPERTIES, LTD. AS RECORDED IN
DOCUMENT 2005090431, OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS.
LINE DATA
Course
Bearing
Distance
L29
N 57'4 '19 E
35,81'
L30
N 63'03 " E
2.45'
L31
N /4-40 8" E
8.32
L32
L33
N 69'23 28 E
N 57'40'19" E
55.22
29.48' SCALE- I"= 200'
MONNAJENE G. KNIGHT, TRUSTEE
(DOC: 2009074984)
457 ACRES (VOL. 345, PG. 460:
PROPOSED
20.942 ACRE TRACT
TRACT TO BE
X CONVEYED BY
X XSEPARATE INSTRUMENT
MONNAJENE G. KNIGHT TRUSTEE
(DOC. 2009074�84)
457 ACRES (VOL. 345. PG. 460)
A.C. WEIR PROPERTIES, LTD
(DOC. 2005090431)
1048.20 AC. (VOL. 522, PG. 451)
CENTERLINE OF THE
"SOUTH SAN GABRIEL RIVER
WASTEWATER EASEMENT
PART 3 (10.499 ACRES)
DOC, 2007048915
A.C. WEIR PROPERTIES. LTD
(DOC. 2005090431)
25.75 AC. (VOL. 1238, PG.
445)
a duu'NUAM'w'vESS'6-NI1RWISE NOTED)
(1/2 -IRON ROD UNL
0 1/2' IRON ROD SET WITH CAP
MARKED 'DIAMOND SURVEYING"
4" SQUARE CONCRETE MONUMENT FOUND
CALCULATED POINT
-FP FENCE CORNER POST FOUND
DISTANCE NOT SHOWN TO SCALE
SURVEYOR'S NOTES
1) BEARING BASIS: NAD -83 (1993), TEXAS CENTRAL (4203), STATE PLANE.
2) ALL DOCUMENTS LISTED HEREON ARE RECORDED IN THE OFFICE OF THE
COUNTY CLERK OF WILLIAMSON COUNTY, TEXAS.
1, Shone Shafer, Registered Profess - ional Land Surveyor in the State of Texas, hereby
certify that this plot represents 0 survey made on the ground under my direct supervision,
completed on November 24, 2010. At the time of this survey there were no encroachments,
conflicts, or protrusions apparent on the ground, EXCEPT AS SHOWN. This survey was
performed without the benefit of a Title Commitment. USE OF THIS SURVEY BY OTHER
PARTIES SHALL BE AT THERE OWN RISK AND UNDERSIGNED SURVEYOR IS NOT RESPONSIBLE
FOR ANY LOSS RESULTING THEREFROM. WEIR TR)
March 1, 2011
H�AFR.�FL.S._ DAT I
P.L.S
EWA
< > DT-AMOND SURVEDNG, INC.
P.O. BOX 1937, GFORGITOWN, TEXAS 78627
METES AND BOUNDS DESCRIPTION
FOR A 0.152 ACRE TRACT OF LAND SITUATED IN THE JOSEPH THOMPSON
SURVEY, ABSTRACT NO. 608, WILLIAMSON COUNTY, TEXAS, BEING A PART
OF THE 1048.20 ACRE TRACT OF LAND DESCRIBED IN VOLUME 522, PAGE
451, DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, AND CONVEYED TO
A.C. WEIR PROPERTIES, LTD., AS RECORDED IN DOCUMENT 2005090431,
OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 0-152
ACRE TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND
BOUNDS AS FOLLOWS:
COMMENCING at a 1/2" iron rod found monumenting the southeast
corner of the said 1048.20 -Acre Weir Tract, same being on the
southwest corner of the "Resubdivision of Riverview Estates" a
subdivision recorded in Cabinet K, Slide 51, Plat Records of
Williamson County, Texas, same being on a point in the northerly
right-of-way line of F.M. 2243 (801 right-of-way width);
THENCE with the southerly boundary line of said 1048.20 -Acre Weir
Tract and the northerly right-of-way line of said F.M. 2243,
S59033127"N for a distance of 1350.33 feet to a concrete highway
right-of-way monument found, on the beginning of a curve to the
left, and from which a concrete highway right-of-way monument
found monumenting a point of curvature in the southerly right-of-
way line of said F.M. 2243 bears 330*26'33"E for a distance of
80.00 feet;
THENCE continuing with the southerly boundary line of said
1048.20 -Acre Weir Tract and the northerly right-of-way line of
said F.M. 2243 along said curve to the left having a delta angle
of 0020157", an arc length of 70.06 feet, a radius of 11499-16
feet, a chord which bears S59'22'59"W for a distance of 70.06
feet to a 1/211 iron rod set with aluminum cap marked 'Diamond
Surveying;
THENCE departing said northerly right-of-way line of F.M. 2243,
through the interior of said 1048.20 -Acre Weir Tract the
following two (2) courses and distances:
1) N15004129"E for a distance of 131.35 feet to a 1/2" iron rod
set with aluminum cap marked "Diamond Surveying";
2) N29022119"W for a distance of 268.15 feet to a 1/211 iron rod
set with aluminum cap marked "Diamond Surveying" monumenting
the most southerly corner and POINT Of ]BEGINNING hereof;
THENCE continuing through the interior of said 1048.20 -Acre Weir
Tract the following three (3) courses and distances:
1) M67'25116"W for a distance of 129.96 feet to a 1/2" iron rod
set with aluminum cap marked "Diamond Surveying", monumenting
the most westerly corner hereof:
2) N22'34144"E for a distance of 101.71 feet to a 1/2" iron rod
set with aluminum cap marked "Diamond Surveying", monumenting
the most northerly corner hereof;
3) S29'22119"E for a distance of 165.03 feet to the POINT OF
BEGINNING hereof and containing 0.152 acre of land more or
less.
Bearing Basis: NAD -83(1993), TEXAS CENTRAL (4203), STATE PLANE
SYSTEM for this description.
A sketch has been prepared to accompany this metes and bounds
description.
MMOND SURVEYING, JNC.
po .8o) 3937 GRoRGETOWN, Vf 78627
(512) 931-3100
March 1, 2011
. SHANE SHAFER, R.P.L.S. NO. 5281 DATE
9
M
SKETCH TO ACCOMPANY METES AND BOUNDS DESCRIPTION
FOR A 0.152 ACRE TRACT OF LAND SITUATED IN THE JOSEPH THOMPSON SURVEY, ABSTRACT NO. 608, WILLIAMSON COUNTY,
TEXAS, BEING A PART OF THE 1043.20 ACRE TRACT OF LAND DESCRIBED IN VOLUME 522, PAGE 451, DEED RECORDS OF
WILLIAMSON COUNTY, TEXAS AND CONVEYED TO A.C. WEIR PROPERTIES, LTD. AS RECORDED IN DOCUMENT 2005090431, OFFICIAL
I PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS.
SURVEYOR'S NOTES
1) BEARING BASIS: NAD -83 (1993). TEXAS CENTRAL (420.3). STATE PLANE.
2) ALL DOCUMENTS LISTED HEREON ARE RECORDED IN THE OFFICE OF THE
COUNTY CLERK OF WILLIAMSON COUNTY, TEXAS.
LEGEND
0 = BOUNDARY MONUMENT FOUND
(1/2 IRON ROD UNLESS OTHERWISE NOTED)
0 = 11/2" IRON ROD SET WITH CAP
MARKED 'DIAMOND SURVEYING"
0 = 4" SQUARE CONCRETE MONUMENT FOUND
--4— = DISTANCE NOT SHOWN TO SCALE
SCALE: 1"= 200'
A.C. WEIR PROPERTIES, LTD
(DOC, 2005090431)
1048.20 AC. (VOL. 522. G. 451)
RE SUBDIVISION
R_%RVIEESTATES
(CABINET
KW SLIDE 51)A I
'0ti
000
vo
0
,7cl
,7
0
PROPOSED
36.969 ACRE TRACT
TRACT TO BE CONVEYED
BY SEPARATE INSTRUMENT POINT OF
A
COMMENCEMENT
POINT OF
-`BEGINNING
0LINE DATA
N 15*104'
50' TEMPORARY
CONSTRUCTION ESMT.
(DOC. 199968542) °lf yrs
15' WATERLINE ESMT
(DOC. 199968542)
ill ll CURVE D,
40' ROW
PER VOL. 408, PG. 388
TRACT 8 40'
PER VOL.
ll Curve Radius
CI 11499.11
ROW
409, PG. 78
, I
is 111
I
ll
1, Shone Shafer, Registered Professional Land Surveyor in the State of Texas, hereby
certify that this plot represents a survey made on the ground under my direct supervision,
completed on November 24, 2010. At the time of this survey there were no encroachments,
conflicts, or protrusions apparent on the ground, EXCEPT AS SHOWN. This survey was
performed without the benefit of a Title Commitment. USE OF THIS SURVEY BY OTHER
PARTIES SHALL BE AT THERE OWN RISK AND UNDERSIGNED SURVEYOR IS NOT RESPONSIBLE
FOR ANY LOSS RESULTING THEREFROM.
SHANE SHAFER, kPI.S.
WS
29" E
1, Shone Shafer, Registered Professional Land Surveyor in the State of Texas, hereby
certify that this plot represents a survey made on the ground under my direct supervision,
completed on November 24, 2010. At the time of this survey there were no encroachments,
conflicts, or protrusions apparent on the ground, EXCEPT AS SHOWN. This survey was
performed without the benefit of a Title Commitment. USE OF THIS SURVEY BY OTHER
PARTIES SHALL BE AT THERE OWN RISK AND UNDERSIGNED SURVEYOR IS NOT RESPONSIBLE
FOR ANY LOSS RESULTING THEREFROM.
SHANE SHAFER, kPI.S.
WS