HomeMy WebLinkAboutRES 032222-H - Parmer Ranch Cottages WaterRESOLUTION NO. Q3 ZZZZ — r�
A RESOLUTION OF THE CITY COUNCIL OF THE CITY
OF GEORGETOWN, TEXAS CONDITIONALLY
AUTHORIZING ACCEPTANCE OF A 2.753-ACRE WATER
LINE EASEMENT IN THE CHARLES H. DELANEY
SURVEY NO. 11, ABSTRACT 181, AND LEWIS P. DYCHES
SURVEY, ABSTRACT 171, FROM PR SOUTH, INC.
WHEREAS, PR South, Inc. ("PR South") owns Lot 1, Block A of Partner Ranch
Phase 13 Subdivision, a map of which is recorded in Document No. 2021093541 of the
Official Public Records of Williamson County, Texas, and intends to develop the site as
detached condominiums; and
WHEREAS, as a condition of obtaining water service from the City of
Georgetown, PR South must construct and dedicate a public water system within the
development, including the conveyance of associated easements to the City; and
WHEREAS, the City's Utility Extension and Improvement Policy, adopted by
Ordinance No. 900404, requires that "all necessary easements" be donated as a condition
of providing service to the development; and
WHEREAS, PR South sought changes to the City's standard water line easement
agreement to authorize its private infrastructure and other public utilities to encroach onto
and into the easements, as set forth in Site Development Plan 2021-12-SDP approved by
the City's Planning and Zoning Commission; and
WHEREAS, the City Council has determined that it is in the best interest of the
City to accept the easement with the modified terms;
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF
THE CITY OF GEORGETOWN, TEXAS, THAT:
SECTION 1. The facts and recitations contained in the preamble of this resolution
are hereby found and declared to be true and correct and are incorporated by reference
herein and expressly made a part hereof, as if copied verbatim.
SECTION 2. Upon satisfaction of any outstanding title matters, City Staff is hereby
authorized to accept the conveyance of a Water Line Easement to the City in a form
substantially similar to the Water Line Easement agreement attached hereto as Exhibit A
and incorporated herein, and to maintain the facilities within the Easement Areas upon
Resolution No. 03 2 Z. 2 2 — N'
Description: Acceptance of Parmer Ranch Cottages Water Line Easement
Date Approved: Pkax Cam- ZQZZ
Page 1 of 2
their completion and acceptance.
SECTION 3. The Mayor is hereby authorized to sign this Resolution and the City
Secretary to attest. This Resolution shall be effective immediately upon adoption and
execution by the Mayor.
PASSED AND APPROVED on this -ZZ n (kly of HCLE . 2021
CITY OF GEORGETOWN ATTEST:
By:
Jos 7 a Schroed ,Mayor Robyn Densmore. City Secretary
APPROVED AS TO FORM:
Skye Zss-on,6City Attomey
Resolution No. 02)Z?.Z 7JA
-
Description: Acceptance of Partner Ranch Cottages Water Line Easement
Date Approved: C-An, Z
Page 2 of 2
EXHIBIT A
WATER LINE EASEMENT
STATE OF TEXAS §
COUNTY OF WILLIAMSON §
KNOW ALL BY THESE PRESENTS:
This Water Line Easement Agreement (this "Agreement") is made on the day of
March, 2022, at Georgetown, Texas, between PR South, Inc. a Texas corporation, whose address
is 4718 Mill Creek Road, Dallas, Texas 75244 (hereinafter referred to as "Grantor"), and the City
of Georgetown, a Texas home -rule municipal corporation, whose address is P.O. Box 409
Georgetown, Texas 78627, ATTN: Georgetown City Secretary (herein referred to as "Grantee").
1. For the good and valuable consideration described in Paragraph 2 below, Grantor
hereby GRANTS, SELLS and CONVEYS to Grantee, its successors and assigns, an
EXCLUSIVE easement and right-of-way (the "Easement") for the placement,
construction, operation, repair, maintenance, replacement, upgrade, rebuilding,
relocation and/or removal of a water line and related facilities (collectively, the
"Facilities") on, over, under, and across the following described property of the
Grantor, to wit:
Being all that certain tract, piece or parcel of land lying and being
situated in the County of Williamson, State of Texas, being more
particularly described by metes and bounds in Exhibit A and by
diagram in Exhibit B attached hereto and made a part hereof for all
purposes (the "Property").
2. The Easement and the rights and privileges herein conveyed, are granted for and in
consideration of the sum of One and No/100 Dollars ($1.00) and other good and
valuable consideration to Grantor in hand paid by Grantee, the receipt and sufficiency
of which is hereby acknowledged and confessed.
3. The Easement, with its rights and privileges, shall be used only for the purpose of
placing, constructing, operating, repairing, maintaining, rebuilding, replacing,
upgrading, relocating, and/or removing the Facilities. The Easement additionally
includes the following rights: (1) the right to change the size of the Facilities; (2) the
right to relocate the Facilities within the Property; and (3) the right to remove from the
Property all trees and parts thereof, or other obstructions, which endanger or may
interfere with the efficiency and maintenance of the Facilities.
4. The duration of the Easement is perpetual.
5. Grantor and Grantor's heirs, personal representatives, successors, and assigns are and
shall be bound to WARRANT and FOREVER DEFEND the Easement and the rights
conveyed in this Agreement to Grantee and Grantee's successors and assigns, against
every person lawfully claiming or to claim all or any part thereof.
GEORGETOWN WATER LINE EASEMENT Page I of 4
6. The Easement, and the rights and privileges granted by this Agreement, are
EXCLUSIVE to Grantee, and Grantee's successors and assigns, and Grantor covenants
that Grantor shall not convey any other easement, license, or conflicting right to use in
any manner, the area (or any portion thereof) covered by this grant. Notwithstanding
the foregoing, Grantor reserves the right to construct driveways, roadways, curbing,
gutters, sidewalks, landscaping, irrigation, and utilities, including water, wastewater,
gas, telecommunications, and electrical lines, subject to and as shown in Site
Development Plan 2021-12-SDP approved by the City of Georgetown and generally as
depicted in Exhibit C attached to this Agreement and by this reference incorporated
within it (collectively, the "Grantor Improvements"), across the Easement Area subject
only to the following requirements: 1)the construction, placement, maintenance,
inspection, operation, repair, alteration, replacement, and/ore removal of the Grantor
Improvements shall not materially interfere with Grantee's rights herein. With regard
to any future easement, license, or conflicting right to use the area (or any portion
thereof) covered by this grant that are not contemplated by the Grantor Improvements,
Grantor shall first obtain from Grantee a License to Encroach pursuant to the City of
Georgetown Code of Ordinances and the City of Georgetown Unified Development
Code (both as may be amended from time to time). Grantor hereby Releases and
HOLDS GRANTEE HARMLESS from any responsibility and liability to repair,
replace, maintain, or compensate Grantor for damages to Grantor's improvements
within the Easement Area incidental to Grantee's exercise of its rights and privileges
granted herein.
7. In the event any fences, gates, or other barriers restrict access across all or a portion of
the Easement Area, Grantor shall provide Grantee with keys, gate codes or other access
rights so as to ensure that Grantee has adequate access to exercise its rights hereunder
at all times. In the event of an emergency or as may be necessary to ensure continuous
and adequate water service, Grantee may remove fences, gates, or barriers as necessary
to exercise its rights hereunder. Under such circumstances, Grantee shall have no
obligation to repair or replace any such improvements. Grantee agrees to use
reasonable efforts to close and secure such gates or otherwise restore such fence and/or
barrier promptly after passing through such gate, fence, or barrier.
8. This Agreement contains the entire agreement between the parties relating to its subject
matter. Any oral representations or modifications concerning this Agreement shall be
of no force and effect. Any subsequent amendment or modification must be in writing
and agreed to by all parties.
9. The terms of this Agreement shall be binding upon Grantor, and Grantor's heirs,
personal representatives, successors, and assigns; shall bind and inure to the benefit of
the Grantee and any successors or assigns of Grantee; and shall be deemed to be a
covenant running with the land.
[Signature pages to follow.]
GEORGETOWN WATER LINE EASEMENT Page 2 of 4
IN WITNESS WHEREOF, Grantor and Grantee have caused this instrument to be
executed on the dates set forth herein.
GRANTOR:
PR South, Inc., a Texas corporation
By.
Name: Joe R. Owen
Title: President
STATE OF TEXAS §
COUNTY OF WILLIAMSON §
This instrument was acknowledged before me on this the day of
20, by Joe R. Owen, President of PR South, Inc., a Texas corporation, on behalf of said
corporation.
Notary Public, State of Texas
GEORGETOWN WATER LINE EASEMENT Page 3 of 4
GRANTEE:
City of Georgetown, Texas, a Texas
home -rule municipal corporation
By:
Name: David Morgan
Title: City Manager
STATE OF TEXAS §
COUNTY OF WILLIAMSON §
This instrument was acknowledged before me on this the day of , 20,
by David Morgan, City Manager of the City of Georgetown, Texas, a Texas home -rule municipal
corporation, on behalf of said corporation.
Notary Public, State of Texas
APPROVED AS TO FORM:
James C. Kachelmeyer, Assistant City Attorney
AFTER RECORDING, RETURN TO GRANTEE:
City of Georgetown
Attn: Real Estate Services
P.O. Box 409
Georgetown, Texas 78627
GEORGETOWN WATER LINE EASEMENT Page 4 of 4
EXHIBIT A
Page 1 of 7 2.753 Acres Easement
Proj No. 22223 Charles H. Delaney Survey No. 11, A-181
August 27, 2021 Lewis P. Dyches Survey, A-171
Williamson County, Texas
DESCRIPTION OF EASEMENT
DESCRIPTION OF A 2.753 ACRE TRACT OF LAND LOCATED IN THE CHARLES H. DELANEY
SURVEY NO. 11, ABSTRACT 181, AND LEWIS P. DYCHES SURVEY, ABSTRACT 171,
WILLIAMSON COUNTY, TEXAS, OUT OF LOT 1, BLOCK A, PARMER RANCH PHASE 13
SUBDIVISION, A MAP OF WHICH IS RECORDED IN DOCUMENT NUMBER 2021093541,
OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 2.753 ACRE
TRACT OF LAND BEING SURVEYED ON THE GROUND IN DECEMBER, 2020, TO JANUARY
2021, UNDER THE DIRECT SUPERVISION OF MIGUEL A. ESCOBAR, LSLS, RPLS, AND
BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
COMMENCING, at a 1/2 inch iron rod with cap stamped "LAND DEV" found in the west right-of-way
line of Parmer Ranch Boulevard, a 75 foot wide public roadway, as dedicated on the recorded map
of PARMER RANCH PHASE ONE, a map of which is recorded in Document No. 2021084149, said
Official Public Records, said point being the northern most northeast corner of said Lot 1, from which
point a cotton spindle set for the eastern most northeast corner of said Lot 1, bears South 30°32'57"
East, a distance of 35.36 feet;
THENCE, North 75034'17" West with the north boundary line of said Lot 1, a distance of 118.85 feet
to a point for the northeast corner and POINT OF BEGINNING, of the herein described tract;
THENCE, over and across said Lot 1, the following seventeen (17) courses and distances:
1. South 14"27'03" West, a distance of 104.44 feet, to a point;
2. with a tangent curve to the right, an arc distance of 263.90 feet, having a radius of 270.00
feet, a central angle of 056'00'07", and a chord that bears South 42°27'06" West, a chord
distance of 253.52 feet, to a point;
3. South 70027'09" West, a distance of 371.37 feet, to a point;
4. with a tangent curve to the left, an arc distance of 122.09 feet, having a radius of 229.73 feet,
a central angle of 030°27'02", and a chord that bears South 55°13'38" West, a chord distance
of 120.66 feet, to a point;
5. South 40000'07" West, a distance of 199.97 feet, to a point;
6. with a tangent curve to the right, an arc distance of 78.39 feet, having a radius of 219.68 feet,
a central angle of 020°26'47", and a chord that bears South 50"13'31" West, a chord distance
of 77.98 feet, to a point;
STEGER)IaIZZELL
pt�ZzIL 1978 S. Austin Ave
Georgetown, TX 78626
Page 2 of 7
Proj No. 22223
August 27, 2021
2.753 Acres Easement
Charles H. Delaney Survey No. 11, A-181
7. South 60026'55" West, a distance of 8.68 feet, to a point;
Lewis P. Dyches Survey, A-171
Williamson County, Texas
8. with a non -tangent curve to the left an arc distance of 34.44 feet, having a radius of 18.48
feet, a central angle of 106°46'12", and a chord that bears South 07°05'28" West, a chord
distance of 29.67 feet, to a point;
9. with a non -tangent curve to the left an arc distance of 15.24 feet, having a radius of 180.00
feet, a central angle of 004°51'08", and a chord that bears South 48039'33" East, a chord
distance of 15.24 feet, to a point;
10. with said compound curve to the left, an arc distance of 8.07 feet, having a radius of 25.00
feet, a central angle of 018'29'49", and a chord that bears South 60"20'01" East, a chord
distance of 8.04 feet, to a point;
11. South 69034'56" East, a distance of 37.80 feet, to a point;
12. with a tangent curve to the left, an arc distance of 12.68 feet, having a radius of 25.00 feet, a
central angle of 029°04'02", and a chord that bears South 84`06'57" East, a chord distance of
12.55 feet, to a point;
13. with said reverse curve to the right, an arc distance of 27.87 feet, having a radius of 35.00
feet, a central angle of 045036'57", and a chord that bears South 75050'30" East, a chord
distance of 27.14 feet, to a point;
14. South 53'02'01" East, a distance of 19.21 feet, to a point;
15. with a tangent curve to the left, an arc distance of 14.41 feet, having a radius of 45.00 feet, a
central angle of 018°21'01", and a chord that bears South 62°12'32" East, a chord distance of
14.35 feet, to a point;
16. South 71*23'02" East, a distance of 7.47 feet, to a point;
17. with a tangent curve to the left, an arc distance of 9.88 feet, having a radius of 20.00 feet, a
central angle of 028"17'45", and a chord that bears South 85031'54" East, a chord distance of
9.78 feet, to a point on the west right-of-way line of said Parmer Ranch Boulevard, same line
being the east boundary line of said Lot 1, for a corner of the herein described tract, from
which point a 1/2 inch iron rod with cap stamped "LAND DEV" found on said west right-of-
STEGER.BIZZELL
'9%1f r�O� ,
z' 1978 S. Austin Ave
Georgetown, TX 78626
Page 3of7
Proj No. 22223
August 27, 2021
2.753 Acres Easement
Charles H. Delaney Survey No. 11, A-181
Lewis P. Dyches Survey, A-171
Williamson County, Texas
way line of Parmer Ranch Boulevard, bears with a curve to the right an arc distance of 431.01
feet, having a radius of 506.50 feet, a central angle of 048045'24", and a chord that bears
South 46°04'26" West, a chord distance of 418.12 feet;
THENCE, with said west right-of-way line of Parmer Ranch Boulevard, with a non -tangent curve to
the left an arc distance of 54.81 feet, having a radius of 506.50 feet, a central angle of 006"12'01",
and a chord that bears South 18'35'44" West, a chord distance of 54.78 feet, to a point for the south
corner of the herein described tract;
THENCE, over and across said Lot 1, the following sixteen (16) courses and distances:
1. with a non -tangent curve to the left an arc distance of 9.89 feet, having a radius of 20.00 feet,
a central angle of 028'19'36", and a chord that bears North 57'13'14" West, a chord distance
of 9.79 feet, to a point;
2. North 71023'02" West, a distance of 7.49 feet, to a point;
3. with a tangent curve to the left, an arc distance of 13.91 feet, having a radius of 45.00 feet, a
central angle of 017'42'43", and a chord that bears North 80°14'23" West, a chord distance
of 13.86 feet, to a point;
4. North 89005'45" West, a distance of 20.02 feet, to a point;
5. with a tangent curve to the right, an arc distance of 32.06 feet, having a radius of 35.00 feet,
a central angle of 052029'18", and a chord that bears North 62'51'06" West, a chord distance
of 30.95 feet, to a point;
6. with said reverse curve to the left, an arc distance of 13.03 feet, having a radius of 25.00 feet,
a central angle of 029051'58", and a chord that bears North 51°32'26" West, a chord distance
of 12.88 feet, to a point;
7. with said reverse curve to the right, an arc distance of 8.44 feet, having a radius of 35.00 feet,
a central angle of 013°49'27", and a chord that bears North 59033'41" West, a chord distance
of 8.42 feet, to a point;
8. North 52038'58" West, a distance of 44.26 feet, to a point;
9. with a non -tangent curve to the right an arc distance of 115.94 feet, having a radius of 220.00
feet, a central angle of 030°11'38", and a chord that bears North 37°31'53" West, a chord
distance of 114.60 feet, to a point;
STEGER�JBIZZELL
1978 S. Austin Ave
Georgetown, TX 78626
Page 4 of 7 2.753 Acres Easement
Proj No. 22223 Charles H. Delaney Survey No. 11, A-181
August 27, 2021 Lewis P. Dyches Survey, A-171
Williamson County, Texas
10. North 22*26'04" West, a distance of 88.11 feet, to a point;
11. with a tangent curve to the right, an arc distance of 122.63 feet, having a radius of 220.00
feet, a central angle of 031°56'18", and a chord that bears North 06627'55" West, a chord
distance of 121.05 feet, to a point;
12. North 09°30'14" East, a distance of 129.10 feet, to a point;
13. with a tangent curve to the left, an arc distance of 52.44 feet, having a radius of 180.00 feet,
a central angle of 016`41'35", and a chord that bears North 01009'26" East, a chord distance
of 52.26 feet, to a point;
14. North 07011'21" West, a distance of 69.69 feet, to a point;
15. with a tangent curve to the right, an arc distance of 66.20 feet, having a radius of 170.00 feet,
a central angle of 022`18'39", and a chord that bears North 03`57'58" East, a chord distance
of 65.78 feet, to a point;
16. North 15007'18" East, a distance of 171.81 feet, to a point on the north boundary line of said
Lot 1, for the northwest corner of the herein described tract, from which point a 1/2 inch iron
rod with cap stamped "STEGER BIZZELL" set for a corner of said Lot 1 bears with a curve to
the right an arc distance of 31.61 feet, having a radius of 332.50 feet, a central angle of
05°26'51", and a chord that bears North 71°17'35" West, a distance of 31.60 feet;
THENCE, with said north boundary line of Lot 1, with a non -tangent curve to the left an arc distance
of 40.07 feet, having a radius of 332.50 feet, a central angle of 006054'14", and a chord that bears
South 77*28'08" East, a chord distance of 40.04 feet, to a point, from which point a 1/2 inch iron rod
with cap stamped "STEGER BIZZELL" set for a corner of said Lot 1 bears with a curve to the right an
arc distance of 112.00 feet, having a radius of 332.50 feet, a central angle of 019°17'59", and a chord
that bears North 89°25'46" East, a distance of 111.47 feet;
THENCE, over and across said Lot 1, the following thirty (30) courses and distances:
1. South 15007'18" West, a distance of 94.67 feet, to a point;
2. with a tangent curve to the left, an arc distance of 31.42 feet, having a radius of 20.00 feet, a
central angle of 090000'05", and a chord that bears South 29"52'45" East, a chord distance of
28.28 feet, to a point, hereafter referred to as Point 'A';
STEGEROIBIZLELL
01
1916AIp-'] 1978 S. Austin Ave
Georgetown, TX 78626
Page 5 of 7
Proj No. 22223
August 27, 2021
2.753 Acres Easement
Charles H. Delaney Survey No. 11, A-181
Lewis P. Dyches Survey, A-171
Williamson County, Texas
3. South 15°06'57" West, a distance of 40.00 feet, to a point, hereafter referred to as Point 'B';
4. with a non -tangent curve to the left an arc distance of 31.61 feet, having a radius of 20.00
feet, a central angle of 090°32'58", and a chord that bears South 59050'43" West, a chord
distance of 28.42 feet, to a point;
5. with said compound curve to the left, an arc distance of 49.37 feet, having a radius of 130.00
feet, a central angle of 021°45'35", and a chord that bears South 03°41'27" West, a chord
distance of 49.07 feet, to a point;
6. South 07011'21" East, a distance of 69.69 feet, to a point;
7. with a tangent curve to the right, an arc distance of 64.10 feet, having a radius of 220.00 feet,
a central angle of 016"41'35", and a chord that bears South 01*09'26" West, a chord distance
of 63.87 feet, to a point;
8. South 09°30'14" West, a distance of 129.10 feet, to a point;
9. with a tangent curve to the left, an arc distance of 100.34 feet, having a radius of 180.00 feet,
a central angle of 031°56'18", and a chord that bears South 06°27'55" East, a chord distance
of 99.04 feet, to a point;
10. South 22'26'04" East, a distance of 75.70 feet, to a point;
11. with a tangent curve to the left, an arc distance of 33.90 feet, having a radius of 20.00 feet, a
central angle of 097'07'02", and a chord that bears South 70°59'35" East, a chord distance of
29.99 feet, to a point;
12. North 60026'55" East, a distance of 11.20 feet, to a point;
13. with a tangent curve to the left, an arc distance of 64.12 feet, having a radius of 179.68 feet,
a central angle of 020'26'47", and a chord that bears North 50013'31" East, a chord distance
of 63.78 feet, to a point;
14. North 40000'07" East, a distance of 199.97 feet, to a point;
15. with a tangent curve to the right, an arc distance of 143.35 feet, having a radius of 269.73
feet, a central angle of 030'27'02", and a chord that bears North 55`13'38" East, a chord
distance of 141.67 feet, to a point;
AA' STEGEi)IBIZZELL
0011,1 (11b �.i 1978 S. Austin Ave
Georgetown, TX 78626
Page 6 of 7
2.753 Acres Easement
Proj No. 22223 Charles H. Delaney Survey No. 11, A-181
August 27, 2021 Lewis P. Dyches Survey, A-171
Williamson County, Texas
16. North 70°27'09" East, a distance of 371.37 feet, to a point;
17. with a tangent curve to the left, an arc distance of 148.20 feet, having a radius of 230.00 feet,
a central angle of 036°55'03", and a chord that bears North 51'59'38" East, a chord distance
of 145.65 feet, to a point;
18. with said compound curve to the left, an arc distance of 35.22 feet, having a radius of 18.50
feet, a central angle of 109005'03", and a chord that bears North 21*00'26" West, a chord
distance of 30.14 feet, to a point;
19. North 75°32'57" West, a distance of 150.81 feet, to a point;
20. with a tangent curve to the left, an arc distance of 120.57 feet, having a radius of 280.00 feet,
a central angle of 024°40'16", and a chord that bears North 87053'05" West, a chord distance
of 119.64 feet, to a point;
21. South 79°46'46" West; a distance of 419.40 feet, to a point;
22. with a tangent curve to the right, an arc distance of 75.19 feet, having a radius of 170.00 feet,
a central angle of 025°20'31", and a chord that bears North 87°32'58" West, a chord distance
of 74.58 feet, to a point;
23. North 740.52'42" West, a distance of 32.65 feet, to aforementioned Point'B';
24. North 15`06'57" East, a distance of 40.00 feet, to aforementioned Point'A';
25. South 74"52'42" East, a distance of 61.88 feet, to a point;
26. North 79*46'46" East, a distance of 448.66 feet, to a point;
27. with a tangent curve to the right, an arc distance of 137.71 feet, having a radius of 319.88
feet, a central angle of 024"40'00", and a chord that bears South 87°53'14" East, a chord
distance of 136.65 feet, to a point;
28. South 75032'57" East, a distance of 160.99 feet, to a point;
STEGER�:tBIZZELL
DrbI 1978 S. Austin Ave
Georgetown, TX 78626
Page 7 of 7
Proj No. 22223
August 27, 2021
2.753 Acres Easement
Charles H. Delaney Survey No. 11, A-181
Lewis P. Dyches Survey, A-171
Williamson County, Texas
29. with a tangent curve to the left, an arc distance of 31.42 feet, having a radius of 20.00 feet, a
central angle of 090°00'00", and a chord that bears North 59`27'03" East, a chord distance of
28.28 feet, to a point;
30. North 14°27'03" East, a distance of 95.07 feet, to a point on said north boundary line of Lot
1;
THENCE, South 75*34'17" East, with said north boundary line of Lot 1, a distance of 40.00 feet, to the
POINT OF BEGINNING, and containing 2.753 acres of land, more or less, within these metes and
bounds.
Bearings are based on the Texas Coordinate System of 1983, Central Zone (NAD_83 (2011)). All
distances shown hereon are grid values represented in U.S. Survey Feet.
The foregoing metes and bounds description and survey on which it is based is accompanied by and
a part of a survey map of the subject tract.
The subject tract is an easement, monuments were not set for corners.
I certify that this description was prepared from a survey made on the ground in December 2020 to
January 2021, under my supervision.
Steger & Bizzell Engineering Inc. �F T�
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Texas Reg. No. 5630 °F>:ssto!�p,
1978 South Austin Avenue
Georgetown, Texas 78626
(512) 930-9412
TBPELS Firm No. 10003700
P:\22000-22999\22223 Joe Owen NW WMCO MUDJJ2\02-PARCEL 25\Survey Data\Descriptions\22223-ESMT GUE-grid.doa
STEGERABIZZELL
1978 S. Austin Ave
Georgetown, TX 78626
EXHIBIT B
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NOTES:
BEARINGS ARE BASED ON THE TEXAS
- COORDINATE SYSTEM OF 1983, CENTRAL
ZONE (NAD 83 (2011)). ALL DISTANCES
SHOWN HEREON ARE GRID.
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THIS 15 TO CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND IN DECEMBER,
2020 TO JANUARY, 2021, BY ME OR UNDER MY SUPERVISION, THAT THIS SURVEY PLAT
REPRESENTS THE FACTS FOUND AT THE TIME OF THE SURVEY.
STEGER BIZZELL
MIGUELA ESCOBAR, L.S.L.S., R.P.L.S.
TEXAS REG. NO. 5630
M+I:ii Iiiiu i e.........ift
SHEET 1 OF 3
2. REFERENCE IS HEREON MADE TO THE METES
AND BOUNDS DESCRIPTION OF THIS TRACT
ACCOMPANYING THIS SKETCH.
3. THE SUBJECT TRACT SHOWN HEREON IS AN
EASEMENT, MONUMENTS WERE NOT SET
FOR CORNERS.
I � � z • sa• z o
GRAPHIC SCALE: 1" =100'
SKETCH TO ACCOMPANY DESCRIPTION OF
A 2.753 ACRE EASEMENT
OUT OF LOT 1, BLOCK A
PARMER RANCH PHASE 13, A SUBDIVISION OF
RECORD IN DOC NO.2021093541, OPR
WILLIAMSON COUNTY, TEXAS
STEGERIRIZZELL
^n. 512.930.9412 TExn5BE515TEREb ENOINEEMNGFIRMF-0e1 wee STEGERBI7]_ELL.COM
Ta�c noµ Na.+oow�oo
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DATE 08-24-2021 JOB NO. 22223-25
PLRo
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C3 j [J0
C2� vp C88
15' PUE
H DOC NO.2021093541,OPR
r
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Q7
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ri
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o ��p�C �j3PR�
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EASEMENT c,
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N
Up a' G' 4' z V, 103'
GRAPHIC SCALE: 1" =100'
OTHER MATTERS:
VOL 643,. PG 218, DR
VOL 1199, PG 617, DR
7C VOL 2168, PG 44, DR
DOC NO.2016001483, OPR
DOC NO.2019007032, OPR
DOC NO.2019092164, OPR
DOC NO.2020140309, OPR
W
Z
LEGEND
*
IRON ROD FOUND WITH
CAP STAMPED "LAND DEV"
IRON ROD WITH CAP STAMPED
"STEGER BIZZELL" SET
ROW
RIGHT-OF-WAY
OPR
OFFICIAL PUBLIC RECORDS OF
.
WILLIAMSON COUNTY, TEXAS
or / POB POINT OF BEGINNING
POC POINT OF COMMENCING
Z-o�o
CONCRETE MONUMENT
WITH BRASS DISK FOUND
COTTON SPINDLE WITH WASHER
Q�1 STAMPED "STEGER BIZZELL" SET
SKETCH TO ACCOMPANY DESCRIPTION OF
g"•��`h A 2.753 ACRE EASEMENT
QQ4ti OUT OF LOT 1, BLOCK A
�, PARMER RANCH PHASE 13, A SUBDIVISION OF
�p0 RECORD IN DOC NO.2021093541, OPR
co WILLIAMSON COUNTY, TEXAS
Ci0 - - - - -
' STEGER (BIZZELL
G
on S. Ili nlLl A0RGET N,"L+>bodo
N[TPo 522.930.9412 1 TEX"REGIETERED ENGINEERING FIRM F-tet wF9 STEGERB@EU-COM
76FF.R FIRM No 1=37M
la - 1 C12 1 R� o* a�FWIdQT S .F IIIK ..311RV6F
SHEET 2 OF 3 �z,I, DATE 08-24-2021 JOB NO. 22223-25
Curve Table
Curve #
Length
Radius
Delta
Bearing
Chord
C1
263.90'
270.00'
056'00'07"
S 42'27'06" W
253.52'
C2
122.09'
229.73'
030'27'02"
S 55'13'38" W
120.66'
C3
78.39'
219.68'
020°26'47"
S 50'13'31" W
77.98'
C4
34.44'
18.48'
106'46'12"
S 07'05'28" W
29.67'
C5
15.24'
160.00'
004'51'08"
S 48'39'33" E
15.24'
C6
8.07'
25.00'
018'2949"
S 60'20'01" E
8.04'
C7
12.68'
25.00'
029'04'02"
S 84'06'57" E
12.65'
C8
27.87'
35.00'
045'36'57"
S 75'50'30" E
27.14'
C9
14.41'
45.00'
018'21'01"
S 62'12'32" E
14.35'
C10
9.88'
20.00'
028'1745"
S 85'31'54" E
9.78'
C11
54.81'
506.50'
006'12'01"
S 18*35'44" W
54.78'
C12
9.89'
20.00'
028019'36"
N 57*13'14" W
9.79'
C13
13.91'
45.00'
017*42'43"
N 80*14'23" W
13.86'
C14
32.06'
35.00'
052'29'18"
N 62'51'06" W
30.95'
C16
13.03'
25.00'
029'51'58"
N 51'32'26" W
12.88'
C16
8.44'
35.00'
013'49'27"
N 59'33'41" W
8.42'
C17
115.94'
220.00'
030*11'38"
N 37'31'53" W
114.60'
C18
122.63'
220.00'
031'56'18"
N 06627'55" W
121.05'
C19
52.44'
180.00'
016'41'35"
N 01'09'26" E
52.26'
C20
66.20'
170.00'
022'18'39"
N 03'57'58" E
65.78'
Line Table
Line #
Direction
Length
L1
S 14'27'03" W
104.44'
L2
S 70'27'09" W
371.37'
L3
S 40'00'07" W
199.97'
L4
S 60'26'55" W
8.68'
L5
S 69'34'56" E
37.80'
L6
S 53'02'01" E
19.21'
L7
S 71'23'02" E
7.47'
L8
N 71'23'02" W
7.49'
L9
N 89'0545" W
20.02'
1-10
N 52'38'58" W
44.26'
L11
N 22'26'04" W
88.11'
L12
N 09'30'14" E
129.10'
L13
N 07*11'21" W
69.69'
L14
N 15'07'18" E
171.81'
L15
S 15*07'18" W
94.67'
L16
S 15*06'57" W
40.00'
Curve Table
Curve #
Length
Radius
Delta
Bearing
Chord
C21
40.07'
332.50'
006'54'14"
S 77'28'08" E
40.04'
C22
31.42'
20.00'
090'00'05"
S 29'52'45" E
28.28'
C23
31.61'
20.00'
090'32'58"
S 59'50'43" W
28.42'
C24
49.37'
130.00'
021'45'35"
S 03'41'27" W
49.07'
C25
64.10'
220.00'
016'41'35"
S 01'09'26" W
63.87'
C26
100.341
180.00'
031'56'18"
S 06'27'55" E
99.04'
C27
33.90'
20.00'
097'07'02"
S 70'59'35" E
29.99'
C28
64.12'
179.68'
020'26'47"
N 50'13'31" E
63.78'
C29
143.35'
269.73'
030'27'02"
N 55'13'38" E
141.67'
C30
148.20'
230.00'
036'55'03"
N 51'59'38" E
145.65'
C31
35.22'
18.50'
109'05'03"
N 21'00'26" W
30.14'
C32
120.57'
280.00'
024*40'16"
N 87'53'05" W
119.64'
C33
75.19'
170.00'
025'20'31"
N 87'32'58" W
74.58'
C34
137.71'
319.88'
024'40'00"
S 87'53'14" E
136.65'
C35
31.42'
20.00'
090'00'00"
N 59'27'03" E
28.28'
C36
431.01'
606.60'
048'45'24"
S 46'04'26" W
418.12'
C37
31.61'
332.50'
005'26'51"
N 71'17'35" W
31.60'
C38
112.00'
332.50'
019'17'59"
N 89'2546" E
111.47'
Line Table
Line #
Direction
Length
L17
S 07°11'21" E
69.69'
L18
S 09*30'14" W
129.10'
L19
S 22'26'04" E
75.70'
L20
N 60'26'55" E
11.20'
L21
N 40*00*07" E
199.97'
L22
N 70'27'09" E
371.37,
L23
N 75'32'57" W
150.811
L24
S 79'46'46" W
419.40'
L25
N 74'5242" W
32.65'
L26
N 15'06'57" E
40.00'
L27
S 74°52'42" E
61.88'
L28
N 79'46'46" E
448.66'
L29
S 75°32'57" E
160.99'
L30
N 14'27'03" E
95.07'
L31
S 75'34'17" E
40.00'
SHEET 3 OF 3
SKETCH TO ACCOMPANY DESCRIPTION OF
A 2.753 ACRE EASEMENT
OUT OF LOT 1, BLOCK A
PARMER RANCH PHASE 13, A SUBDIVISION OF
RECORD IN DOC NO.2021093541, OPR
WILLIAMSON COUNTY, TEXAS
�Lt STEG ER B IZZELL
Mrs° 512.930.94121 TEAS REGIITERED ENGINEERING FIRM F.IBII"rn STFGERBI22ELLCONI
1 TRPL6_FIRM N. 10DOTM
»ENWNFEIIS »NIANNEr15 »SmPV ORS
DATE 08-24-2021 10B NO. 22223-25
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