HomeMy WebLinkAboutRES 072721-L - 4H Georgetown LP EsmtRESOLUTION NO. 0-] Zj Zj - L✓
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF GEORGETOWN
RELEASING AND ABANDONING TO H4 GEORGETOWN PHASE 1, LLC, A
2.676-ACRE PORTION OF A UTILITY ACCESS EASEMENT ACROSS A
41.264 ACRE TRACT IN THE JOSEPH THOMPSON SURVEY, ABSTRACT
608, BEING A PORTION OF THAT EASEMENT GRANTED TO THE CITY OF
GEORGETOWN IN DOCUMENT NO. 2008085854 OF THE OFFICIAL
PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS.
WHEREAS, the City of Georgetown (the "City") has received an application from H4
Georgetown Phase 1, LLC., a Texas Limited Liability Company for the release and abandonment
of above described 2.676-acre portion of a Utility Access Easement granted to the City in the
document recorded as Document No. 2008085854 in the Official Public Records of Williamson
County, Texas (the "Easement"); and
WHEREAS, said Easement was acquired for the purpose of providing access from SH-
29 to the City's South San Gabriel Interceptor, running along the north side of the river, across the
encumbered property; and,
WHEREAS, the current owner of the property encumbered by the above -described
easement, H4 Georgetown Phase 1, LLC, (the "Owner"), is in the process of developing the property
into a single family subdivision. The easement, as it currently exists, will interfere with that development,
rendering many of the lots undevelopable. Additionally, infrastructure that the Owner is currently
constructing, including public roadways and utility ways, will provide sufficient or superior
access and render the current easement obsolete. Therefore, H4 Georgetown Phase 1, LLC,
being the owner of of the 41.264 acres of land encumbered is requesting the abandonment of the
2.676-acre portion of the Easement, as specifically identified by metes and bound in the attached
Exhibit "A" and by sketch in Exhibit "B" attached hereto and incorporated herein (the
"Property") ;
WHEREAS, public rights of way and utility easements are to be dedicated that final plat
for Wolf Ranch West Section 1BG, designated as 2021-25-FP; and,
WHEREAS, upon considering the request for release and abandonment of the Property,
and additional information pertaining to the request, the City Council now finds that a public
need for the Property no longer exists and it may, therefore, be abandoned and released, upon
receipt of all additional replacement easement(s).
WHEREAS, nothing herein shall operate to release any other easement, nor any
portion of the Easement not herein described.
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. The City Council hereby finds that the
adoption of this resolution is not inconsistent or in conflict with any of the City's 2030
Comprehensive Plan policies.
SECTION 2. Upon receipt of all additional required replacement easements, the Mayor
is hereby authorized to execute a Quitclaim Deed in substantially the same form attached
hereto as Exhibit "C" and any other conveyance document(s) necessary to complete the release
and abandonment of the utility easement described herein, and the City Secretary is hereby
authorized to attest thereto on behalf of the City of Georgetown.
SECTION 3. This resolution shall be effective immediately upon adoption.
RESOLVED this day of 2021.
CITY OF ('EOWETOWN ATTEST:
By: d
osh S hroeder, Mayor Robyn Densmore, City Secretary
APPROVED AS TO FORM:
Skye ass n, City Attorney
Exhibit "A"
rJPAPS-DAWSON
ENGINEERS.
FIELD NOTES
FOR
A 2.676 ACRE, OR 116,548 SQUARE FOOT, TRACT OF LAND BEING SITUATED IN THE JOSEPH THOMPSON
SURVEY, ABSTRACT NO.608, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A 20' UTILITY ACCESS
EASEMENT RECORDED IN DOCUMENT NO. 2008085854 OF THE OFFICIAL PUBLIC RECORDS OF
WILLIAMSON COUNTY, TEXAS, SAME BEING A PORTION OF A CALLED 75.004 ACRE TRACT (TRACT 1);
BEING A PORTION OF A CALLED 41.264 ACRE TRACT (TRACT 2); AND BEING A PORTION OF A CALLED
50.285 ACRE TRACT (TRACT 3), ALL CONVEYED TO H4 GEORGETOWN PHASE 1, LLC, IN SPECIAL WARRANTY
DEED RECORDED IN DOCUMENT NO. 2020IS7115 OF SAID OFFICIAL PUBLIC RECORDS. SAID 2.676 ACRE
TRACT BEING MORE FULLY DESCRIBED AS FOLLOWS, WITH BEARINGS BASED ON THE CENTRAL ZONE
FROM THE NORTH AMERICAN DATUM OF 1983 NAD 83 (NA2011) EPOCH 2O10.00:
COMMENCING at a %:" iron rod found in the east right-of-way line of Southwest Bypass, a variable width
right-of-way, recorded in Document No. 2015010273 of said Official Public Records, same being the west
boundary line of a called 236.714 acre tract, in Special Warranty Deed to H4 Georgetown, LP, recorded in
Document No. 2018054155 of said Official Public Records;
THENCE, with the east right-of-way line of said Southwest Bypass, same being the west boundary line of
said 236.714 acre tract, the following two (2) courses and distances;
S 08°38'40" W, a distance of 116.64 feet to an iron rod with cap marked "Diamond Survey" found,
and
2. S 22*23'39" E, a distance of 197.80 feet to calculated angle point, said point being in the north
line of said 20' Utility Access Easement, for an angle point hereof,
THENCE, departing the east right-of-way line of Southwest Bypass, through the interior of the Remnant
Portion of said 236.714 Acre tract, along the north line of a portion said 20' Utility Access Easement, the
following thirteen (13) courses and distances:
1. S 84037'16" E, a distance of 212.00 feet to a calculated angle point hereof,
2. S 86°35'31" E, a distance of 59.86 feet to a calculated angle point hereof,
3. N 89'55'03" E, a distance of 130.93 feet to a calculated angle point hereof,
4. S 88°11'16" E, a distance of 76.02 feet to a calculated angle point hereof,
5. S 80°15'45" E, a distance of 202.76 feet to a calculated angle point hereof,
Transportation I Water Resources I Land Development I Surveying I Environmental
telephone: 512-454-8711 address: 10801 NORTH MOPAC EXPRESSWAY, BUILDING 3 - SUITE 200 AUSTIN, TX 78759 website: PAPE-DAWSON.COM
Austin I San Antonio I Houston I Fort Worth I Dallas Texas Engineering Firm #470 Texas Surveying Firm #10028801
2.676 Acres
Job No. 51127-00
Page 2 of 8
6. S 89°47'55" E, a distance of 75.56 feet to a calculated angle point hereof,
7. N 75`10'17" E, a distance of 68.88 feet to a calculated angle point hereof,
8. N 60°21'04" E, a distance of 67.34 feet to a calculated angle point hereof,
9. N 68°55'15" E, a distance of 76.56 feet to a calculated angle point hereof,
10. N 71-11-42" E, a distance of 130.86 feet to a calculated angle point hereof,
11. N 67°26'15" E, a distance of 132.40 feet to a calculated angle point hereof,
12. N 74"52'59" E, a distance of 78.01 feet to a calculated angle point hereof, and
13. S 88°47'50" E, a distance of 36.41 feet to a calculated angle point hereof, said point being in the
east boundary line of the Remnant Portion of said 236.714 acre tract, same being the west
boundary line of a said 50.285 acre tract, also being a point in the north line of said 20' Utility
Access Easement, for the westernmost northwest corner and POINT OF BEGINNING hereof, from
which a %" iron rod with yellow cap marked "Pape -Dawson" found for a west corner of said 50.285
acre tract, same being an east corner of the Remnant Portion of said 236.714 acre tract, bears
N 14°46'09" E, 194.21';
THENCE, departing the east boundary line of the Remnant Portion of said 236.714, through the interior
of; said 50.285 acre tract, said 75.004 acre tract; and said 41.264 acre tract, along the north line of said
20' Utility Access Easement, the following thirty nine (39) courses and distances:
1. S 88°47'50" E, a distance of 118.92 feet to a calculated angle point hereof,
2. N 77°39'53" E, a distance of 69.26 feet to a calculated angle point hereof,
3. N 72°05'14" E, a distance of 218.37 feet to a calculated angle point hereof,
4. N 70'08'49" E, a distance of 117.56 feet to a calculated angle point hereof,
5. N 76°03'42" E, a distance of 70.04 feet to a calculated angle point hereof,
6. N 85°15'34" E, a distance of 80.77 feet to a calculated angle point hereof,
7. S 80°39'32" E, a distance of 72.37 feet to a calculated angle point hereof,
8. S 72°57'01" E, a distance of 95.08 feet to a calculated point hereof,
rMiPAPE-DAWSON
ENGINEERS
2.676 Acres
Job No. 51127-00
Page 3 of 8
9. S 82°54'05" E, a distance of 71.44 feet to a calculated angle point hereof,
10. N 80°07'10" E, a distance of 160.38 feet to a calculated angle point hereof,
11. S 59-03-30" E, a distance of 67.71 feet to a calculated angle point hereof,
12. S 66-26-47" E, a distance of 67.74 feet to a calculated angle point hereof,
13. S 77°14'42" E, a distance of 58.82 feet to a calculated angle point hereof,
14. S 81054'28" E, a distance of 176.96 feet to a calculated angle point hereof,
15. N 86°26'38" E, a distance of 126.86 feet to a calculated point of non -tangent curvature hereof,
16. along the arc of curve to the right, having a radius of 3066.80 feet, a central angle of 06°49'19",
a chord bearing and distance of S 80°21'25" E, 364.93 feet, an arc length of 365.15 feet to a
calculated point of non -tangency hereof,
17. N 64°30'42" E, a distance of 86.45 feet to a calculated angle point hereof,
18. N 56°57'08" E, a distance of 73.22 feet to a calculated angle point hereof,
19. N 64-24'50" E, a distance of 66.70 feet to a calculated angle point hereof,
20. N 60°01'31" E, a distance of 71.31 feet to a calculated angle point hereof,
21. N 66-00'57" E, a distance of 115.27 feet to a calculated point hereof,
22. N 62-35-45" E, a distance of 67.30 feet to a calculated angle point hereof,
23. N 38°25'21" E, a distance of 57.70 feet to a calculated angle point hereof,
24. N 20-50'50" E, a distance of 207.72 feet to a calculated point hereof,
25. N 32-40-28" E, a distance of 63.18 feet to a calculated angle point hereof,
26. N 52°30'41" E, a distance of 136.74 feet to a calculated angle point hereof,
27. N 37-02-43" E, a distance of 25.32 feet to a calculated point of non -tangent curvature hereof,
rIJPAPE-OAWSON
ENGINEERS
2.676 Acres
Job No. 51127-00
Page 4 of 8
28. along the arc of curve to the right, having a radius of 402.30 feet, a central angle of 18°38'53", a
chord bearing and distance of N 85°32'29" W, 130.36 feet, an arc length of 130.94 feet to a
calculated point of non -tangency hereof,
29. N 73°56'01" W, a distance of 83.01 feet to a calculated angle point hereof,
30. N 69°28'10" W, a distance of 159.75 feet to a calculated angle point hereof,
31. N 66°01'05" W, a distance of 284.89 feet to a calculated angle point hereof,
32. N 60°59'37" W, a distance of 141.84 feet to a calculated point of non -tangent curvature hereof,
33. along the arc of curve to the right, having a radius of 610.50 feet, a central angle of 21°25'37", a
chord bearing and distance of N 42°05'37" W, 226.98 feet, an arc length of 228.31 feet to a
calculated point of non -tangency hereof,
34. N 31°36'36" W, a distance of 191.33 feet to a calculated point hereof,
35. N 33-41-20" W, a distance of 127.81 feet to a calculated angle point hereof,
36. N 30°28'00" W, a distance of 66.39 feet to a calculated angle point hereof,
37. N 26°47'06" W, a distance of 61.88 feet to a calculated angle point hereof,
38. N 21°16'27" W, a distance of 147.73 feet to a calculated point hereof, and
39. along the arc of curve to the right, having a radius of 279.30 feet, a central angle of 16°22'34", a
chord bearing and distance of N 11°32'03" W, 79.56 feet, an arc length of 79.83 feet to a
calculated point of non -tangency hereof, said point being in the north boundary line of said
41.264 acre tract, same being the south boundary line of Lot 1, Block A, Wolf Ranch Elementary,
a subdivision according to the plat recorded in Document No. 2019052492 of said Official Public
Records, for the northernmost northwest corner hereof, from which an %" iron rod with yellow
cap marked "Pape -Dawson" found for a north corner of said 41.264 acre tract bears, S 71*29'41"
W, 227.11';
THENCE N 71°29'41" E, with the south boundary line of said Lot 1 Block A, same being the north boundary
line of said 41.264 acre tract, over and across said 20' Utility Access Easement, a distance of 20.78 feet to
a calculated point of non -tangent curvature hereof;
r>JPAPE-DAWSON
ENGINEERS
2.676 Acres
Job No. 51127-00
Page 5 of 8
THENCE, departing the south boundary line of said Lot 1, Block A, through the interior of; said 41.64 acre
tract, said 75.004 acre tract; and said 41.264 acre tract, along the north, east and south lines of said 20'
Utility Access Easement, the following fifty one (51) courses and distances:
1. along the arc of curve to the left, having a radius of 259.30 feet, a central angle of 17°31'06", a
chord bearing and distance of S 10°54'17" E, 78.97 feet, an arc length of 79.28 feet to a calculated
point of non -tangency hereof,
2. S 21°16'27" E, a distance of 146.49 feet to a calculated angle point hereof,
3. S 26°47'06" E, a distance of 60.27 feet to a calculated angle point hereof,
4. S 30°28'00" E, a distance of 65.19 feet to a calculated point hereof,
5. S 33°41'20" E, a distance of 127.61 feet to a calculated angle point hereof,
6. S 31°36'36" E, a distance of 191.73 feet to a calculated point of non -tangent curvature hereof,
7. along the arc of curve to the left, having a radius of 590.50 feet, a central angle of 21°17'35", a
chord bearing and distance of S 42001'22" E, 218.19 feet, an arc length of 219.45 feet to a
calculated point of non -tangency hereof,
8. S 60°59'37" E, a distance of 139.51 feet to a calculated angle point hereof,
9. S 66°01'05" E, a distance of 283.41 feet to a calculated angle point hereof,
10. S 69°28'10" E, a distance of 158.36 feet to a calculated angle point hereof,
11. S 73056'01" E, a distance of 81.83 feet to a calculated point of non -tangent curvature hereof,
12. along the arc of curve to the left, having a radius of 382.30 feet, a central angle of 21°54'12", a
chord bearing and distance of S 87°13'42" E, 145.26 feet, an arc length of 146.15 feet to a
calculated point of non -tangency hereof,
13. N 77°59'50" E, a distance of 74.98 feet to a calculated point of non -tangent curvature hereof,
14. along the arc of curve to the left, having a radius of 954.50 feet, a central angle of 22°50'46", a
chord bearing and distance of N 61°17'23" E, 378.08 feet, an arc length of 380.60 feet to a
calculated point of non -tangency hereof,
15. N 41°26'46" E, a distance of 85.74 feet to a calculated angle point hereof,
rMiPAPE-DA WSON
ENGINEERS
2.676 Acres
Job No. 51127-00
Page 6 of 8
16. N 31-58-48" E, a distance of 137.77 feet to a calculated point hereof,
17. N 45°43'10" E, a distance of 349.50 feet to a calculated angle point hereof,
18. N 88°26'24" E, a distance of 47.81 feet to a calculated angle point, for the easternmost northeast
hereof,
19. S 31°31'03" W, a distance of 24.48 feet to a calculated angle point hereof,
20. S 88°26'24" W, a distance of 25.99 feet to a calculated angle point hereof,
21. S 45-43-10" W, a distance of 339.27 feet to a calculated angle point hereof,
22. S 31°58'48" W, a distance of 137.02 feet to a calculated angle point hereof,
23. S 41°26'46" W, a distance of 88.86 feet to a calculated point of non -tangent curvature hereof,
24. along the arc of curve to the right, having a radius of 906.29 feet, a central angle of 29°17'20", a
chord bearing and distance of S 63°52'57" W, 458.26 feet, an arc length of 463.29 feet to a
calculated point of non -tangency hereof,
25. S 37°02'43" W, a distance of 47.62 feet to a calculated angle point hereof,
26. S 52-30-41" W, a distance of 135.95 feet to a calculated angle point hereof,
27. S 32040'28" W, a distance of 57.61 feet to a calculated angle point hereof,
28. S 20-50-50" W, a distance of 208.74 feet to a calculated angle point hereof,
29. S 38'25'21" W, a distance of 65.07 feet to a calculated angle point hereof,
30. S 62-35-45" W, a distance of 72.18 feet to a calculated angle point hereof,
31. S 66°00'57" W, a distance of 114.82 feet to a calculated angle point hereof,
32. S 60-01-31" W, a distance of 71.03 feet to a calculated angle point hereof,
33. S 64°24'50" W, a distance of 66.16 feet to a calculated angle point hereof,
34. S 56°57'08" W, a distance of 73.23 feet to a calculated angle point hereof,
FiPAPE-DAWSON
ENGINEERS
2.676 Acres
Job No. 51127-00
Page 7 of 8
35. S 64°30'42" W, a distance of 94.77 feet to a calculated point on non -tangent curvature hereof,
36. along the arc of curve to the left, having a radius of 3046.80 feet, a central angle of 06°55'15", a
chord bearing and distance of N 80°16'31" W, 367.81 feet, an arc length of 368.03 feet to a
calculated point of non -tangency hereof,
37. S 86°26'38" W, a distance of 127.18 feet to a calculated angle point hereof,
38. N 81°54'28" W, a distance of 179.81 feet to a calculated angle point hereof,
39. N 77°14'42" W, a distance of 61.53 feet to a calculated angle point hereof,
40. N 66°26'47" W, a distance of 70.93 feet to a calculated angle point hereof,
41. N 59°03'30" W, a distance of 61.56 feet to a calculated angle point hereof,
42. S 80-07-10" W, a distance of 155.92 feet to a calculated angle point hereof,
43. N 82'54'05" W, a distance of 76.17 feet to a calculated angle point hereof,
44. N 72°57'01" W, a distance of 95.47 feet to a calculated angle point hereof,
45. N 80039'32" W, a distance of 68.55 feet to a calculated angle point hereof,
46. S 85°15'34" W, a distance of 76.69 feet to a calculated angle point hereof,
47. S 76°03'42" W, a distance of 67.40 feet to a calculated angle point hereof,
48. S 70°08'49" W, a distance of 116.87 feet to a calculated angle point hereof,
49. S 72"05'14" W, a distance of 219.68 feet to a calculated angle point hereof,
50. S 77-39'53" W, a distance of 72.60 feet to a calculated angle point hereof, and
51. N 88°47'50" W, a distance of 126.90 feet to a calculated angle point in the east boundary line of
the Remnant Portion of said 236.714 acre tract, same being the west boundary line of said 50.285
acre tract, also being a point in the south line of said 20' Utility Access Easement, for the
southernmost southwest corner hereof;
rmjPA PE-DAWSON
ENG/ NEERS
2.676 Acres
Job No. 51127-00
Page 8 of 8
THENCE N 14°46'09" E, with the east boundary line of the Remnant Portion of said 236.714 acre tract,
same being the west boundary line of said 50.285 acre tract, over an across said 20' Utility Access
Easement, a distance of 21.04 feet to the POINT OF BEGINNING, and containing 2.676 acres in Williamson
County, Texas. Said tract being described in accordance with an exhibit prepared by Pape Dawson
Engineers, Inc., under Job. No. 51127-00.
PREPARED BY: Pape -Dawson Engineers, Inc.
DATE: July 16, 2021
Job No.: 51127-00
DOC.ID. H:\Survey\CIVIL\51127-00\Exhibits\Word\FN-5112700_2.676AcAccessEsmtVac.docx
TBPE Firm Registration #470
TBPLS Firm Registration #100288-01
0 5556
Q•,�ESSi�C;:
rMiPAPE-DAWSON
ENGINEERS
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Exhibit "C"
QUITCLAIM DEED
NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON,
YOU MAY REMOVE OR STRIKE ANY OF THE FOLLOWING INFORMATION
FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC
RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE
NUMBER.
DATE:
2021
GRANTOR: City of Georgetown, a Texas home -rule municipal corporation
GRANTOR'S Mailing Address (including County): P.O. Box 409, Georgetown, Williamson
County, Texas 78627
GRANTEE: H4 Georgetown Phase 1, LLC. a Texas Limited Liability Company
GRANTEE'S Mailing Address (including County): 3000 Turtle Creek Blvd, Dallas, Dallas
County, Texas 75219
CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt
and sufficiency of which is hereby acknowledged.
PROPERTY:
BEING all of those easement rights to that certain 2.676 acre tract of land located
in the Joseph Thompson Survey, Abstract No. 608, Williamson County, Texas,
being more particularly described by metes and bounds in Exhibit "A" and a sketch
in Exhibit "B" attached hereto and incorporated herein by this reference.
For the consideration, GRANTOR quitclaims to GRANTEE all of GRANTOR'S right,
title, and interest in and to the above described property, to have and to hold it to GRANTEE,
GRANTEE'S successors and assigns, forever. Neither GRANTOR, nor GRANTOR'S successors
and assigns, shall have, claim or demand any right or title to the Property or any part of it.
[Signatures appear on the following page]
Quitclaim Deed abandoning a port of a Utility Access Easement
Wolf Ranch West Sec 1BG, ABD-2021-005
CoG Map Quad K-52/L-52 Page 1 of 2
EXECUTED this the day
GRANTOR:
CITY OF GEORGETOWN
Josh Schroeder, Mayor
STATE OF TEXAS )
COUNTY OF WILLIAMSON )
2021.
ATTEST:
Robyn Densmore, City Secretary
ACKNOWLEDGMENT
BEFORE ME, the undersigned authority, on this date personally Josh Schroeder, Mayor of
the City of Georgetown, a Texas home -rule municipal corporation, known to me to be the person
whose name is subscribed to the foregoing instrument and acknowledged to me that he executed
the same for the purposes and consideration therein expressed, as the act and deed of said
municipality, and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of_
2021.
Notary Public, State of Texas
APPROVED AS TO FORM:
Skye Masson, City Attorney
Quitclaim Deed abandoning a port of a Utility Access Easement
Wolf Ranch West Sec 113G, ABD-2021-005
CoG Map Quad K-52/L-52 Page 2 of 2
[Exhibits "A" & "B" to Quitclaim Deed]
Exhibits "A" & `B" to the Quit Claim Deed are heretofore attached as Exhibits "A" & `B" to the
foregoing Resolution and will be attached accordingly to the original Quit Claim Deed prior to
execution and recording.