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HomeMy WebLinkAboutORD 2021-90 - ANX Broken OakOrdinance No. 7 i l� 6tc) An Ordinance of the City Council of the City of Georgetown, Texas, providing for the extension of certain boundary limits of the City of Georgetown, Texas, and the annexation and initial zoning designation of Residential Single -Family (RS) and Scenic/Natural Overlay of certain territory consisting of 47.83 acres, more or less, in the Lewis P. Dyches Survey Abstract no. 171 and portions of right-of-way on Ranch to Market Road 2338, as described herein; repealing conflicting ordinances and resolutions; including a severability clause; and establishing an effective date. Whereas, the owners of the area proposed for annexation requested annexation of the area by the City of Georgetown ("City"), pursuant to Local Government Code Section 43.0671; and Whereas, all of the herein -described property lies within the extraterritorial jurisdiction of the City of Georgetown, Texas; and Whereas, the City Council approved a Municipal Services Agreement with Gary L Newman and Lynne C Newman for 47.83 acres on September 28th, 2021; and Whereas, the Section 4.03.010 of the City's Unified Development Code ("UDC") creates procedures for initial zoning of newly annexed territory; and Whereas, all prerequisites of state law and the City Charter have been complied with; Now, therefore, be it ordained by the City Council of the City of Georgetown, Texas that: Section 1. The facts and recitations contained in the preamble of this ordinance 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. The City Council of the City of Georgetown hereby annexes into the city limits 47.83 acres in the Lewis P Dyches, as shown in "Exhibit A" and as described in "Exhibit B" of this ordinance (the "Property"). The Property is hereby included in City Council District 3, as it is adjacent to Council District 3 and no other City Council Districts. The City's official bouTar __ map and City Council Districts map shall be amended accordingly. Sect juTi 3. In accordance with the procedures for initial zoning of newly annexed territory described in Section 4.03.010 of the UDC, and for the reasons set forth by City Staff, the City Council hereby finds that a zoning classification of Residential Single -Family (RS) and Scenic/Natural Overlay is appropriate for the Property and consistent with the City's Comprehensive Plan, and upon annexation the Property shall have a zoning of Residential Ordinance No. �DZL:! _D Page 1 of 2 Broken Oak 47.83 acres 2021-8-ANX Date Approved: Exhibit A,B,C attached Single -Family (RS) and Scenic/Natural Overlay The City's Official Zoning Map shall be amended accordingly. Section 4. Upon annexation of the Property, the City shall provide to the Property the municipal services set forth in the Municipal Services Agreement attached to this ordinance as Exhibit "C" and by this reference incorporated within it (the "Agreement"), pursuant to the schedule set forth therein. The City shall have no obligation to provide services to the Property not listed in the Agreement. Section 5. All ordinances and resolutions, or parts of ordinances and resolutions, in conflict with this Ordinance are hereby repealed, and are no longer of any force and effect. Section 6. The Mayor is hereby authorized to sign this ordinance and the City Secretary to attest. This ordinance shall become effective and be in full force and effect in accordance with the City Charter. Passed and Approved on First Reading on the 23,d day of November. Passed and Approved on Second Reading on the 141h day of December. The City of Josh Sc Mayor Skye sson City Attorney Ordinance No. bZI - — L V Broken Oak 47.83 acres Date Approved: r�_) YaLgIna, I aAA- M_ZIP,_ Robyn Den ore, TRMC City Secretary Page 2 of 2 2021-8-ANX Exhibit A,B,C attached LILANDESIGN* SERVICES, INC. 10090 W Highway 29 1 Liberty Hill, Texas 78642 TBPELS Firni No. 10001800 1 512-238-7901 office EXHIBIT B METES AND BOUNDS DESCRIPTION BEING 3.238 ACRES OF LAND, SURVEYED BY LANDESIGN SERVICES, INC., SITUATED IN THE LEWIS P. DYCHES SURVEY, ABSTRACT NO. 171 IN WILLIAMSON COUNTY, TEXAS AND BEING ALL OF A CALLED 3.238 ACRE TRACT OF LAND DESCRIBED AS TRACT 1 IN A WARRANTY DEED WITH VENDOR'S LIEN TO GARY LEE NEWMAN AND WIFE, LYNNE C. NEWMAN, RECORDED IN DOCUMENT NO. 2003105240, OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS (O.P.R.W.C.T.), AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a Calculated Point for the Northeast corner of said 3.238 acre tract and a common Southeast corner of a called 25.00 acre tract of land described in a Warranty Deed to Cornelius Lee Hocker Jr. and Patricia Ray Hocker, recorded in Document No. 2002027509 of said O.P.R.W.C.T., also being in the existing West right-of-way line of Ranch Road 2338 (Width Varies), from which a 1/2-inch rebar found bears, North 59'08' 10" East a distance of 0.41 feet; THENCE South 21'01'12" East with the East line of said 3.238 acre tract and the common existing West right-of-way line of said Ranch Road 2338, a distance of 421.93 feet to a 1/2-inch rebar with cap stamped "LSI SURVEY" set for the Southeast corner of said 3.238 acre tract and a common corner of a called 40.229 acre tract of land described in a Warranty Deed with Vendor's Lien to Gary Lee Newman and wife, Lynne C. Newman, recorded in Document No. 2001070391 of said O.P.R.W.C.T., from which a 1/2-inch rebar with cap stamped "LSI SURVEY" set for the Northeast corner of a called 4.356 acre tract of land described as Tract 2 in said Document No. 2003105240, bears South 21 °01' 12" East a distance of 30.00 feet; THENCE with the South and West lines of said 3.238 acre tract and a common line of said 40.229 acre tract, the following two (2) courses and distances: 1. South 68°38'13" West a distance of 333.01 feet to a 1/2-inch rebar found for the Southwest corner of said 3.238 acre tract; and 2. North 21021147" West a distance of 421.92 feet to a 1/2-inch rebar found for the Northwest corner of said 3.238 acre tract and in the common South line of said 25.00 acre tract; biK021005 - C'SF I McK. i.doc I'a_-,e I ol 3 THENCE North 68138'14" East with the North line of said 3.238 acre tract and the common South line of said 25.00 acre tract, a distance of 335.54 feet to the POINT OF BEGINNING and containing 3.238 acres of land, more or less. This project is referenced for all bearing and coordinate basis to the Texas Coordinate System, North American Datum of 1983 (NAD83 — 2011 Adjustment), Central Zone (4203). All distances shown hereon are surface values represented in U.S. Survey Feet based on a grid -to -surface combined adjustment factor of 1.00010674. This property description was prepared from an on -the -ground survey performed under my supervision and is accompanied by a separate plat of even date. The field work was completed on August 5, 2021. Landesign Services, Inc. ?rais S. Tabor TRAVIS S. TABOR ..................... Registered Professional Land Surveyor y, q r ... 90 6428 State of Texas No. 6428 `4+10 OQ SURUE Job Number: 20-067 Attachments: K:\21005 - CSF Newman Tract\CAD\DWGs\CSF Newman Tract l.dwg hiK:\21005 - CSP Ne\\ I M&B.doc Page 2 u1'3 2qO ' 1' 1 6' 1 0' 2' GRAPHIC SCALE Line Table Line # Direction Length L1 S21' 01' 12"E 421.93' L2 S68' 38' 13"W 333.01' L3 N21' 21' 47"W 421.92' L4 N68' 38' 14"E 335.54' L5 S21' 01' 12"E 30.00' a �z i POINT OF 0Iy p G BEGINNING CORNELIUS AND \ �r �T PATRICIA RAY HOCKER RES) (25.00 AC00 0 1 D A O.P.R?W.C.T.7509 5 /I $ / / N59'08'10"E 1 , GARY AND 0.41' LYNNE C. NEWMAN 1 ACRES) �A ;TRACT (3.238 DOC. NO. 2003105240 ' / O.P.R. W.C.T. GARY LEE NEWMAN AND WIFE, LYNNE C. NEWMAN (CALLED 40,229 ACRES) DOC. NO. 2001070391 O.P.R. W.C.T. LEWIS A$S7, ES SU RACE �1 RVEy LEGEND ■ 1/2—INCH REBAR FOUND (OR AS NOTED) ® TX.D.O.T. TYPE III ALUMINUM DISC FOUND 0 1/2" REBAR WITH CAP STAMPED "TLS" FOUND (OR AS NOTED) O 1/2—INCH REBAR WITH CAP STAMPED "LSI SURVEY" SET CALCULATED POINT NOT SET O.P.R.W.C.T. OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS R.O.W. RIGHT—OF—WAY GENERAL NOTES: THIS PROJECT IS REFERENCED FOR ALL BEARING AND COORDINATE BASIS TO THE TEXAS COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83 - 2011 ADJUSTMENT), CENTRAL ZONE (4203). DISTANCES AND AREAS SHOWN HEREON ARE SURFACE VALUES REPRESENTED IN U.S. SURVEY FEET BASED ON A GRID -TO -SURFACE COMBINED ADJUSTMENT FACTOR OF 1.000106741 ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (GEOID 12B). -JOB NUMBER: 21-005 1 DATE: 8 5/21 (PROJECT NAME: CSF NEWMAN TRACT (DRAWING NAME: CSF NEWMAN TRACT 1 (DRAWING FILE PATH: IK:\21005 — CSF NEWMAN TRACT\CAD\DWGS METES AND BOUNDS FILE PATH: K:\21005 — CSF NEWMAN TRACT\DESCRIPTIONS RPLS: TST TECH: JRM IPARTY CHIEF: N/A ICHK BY: HAS SHEET 03 of 03 IFIELDBOOKS N/A SCALE:1 "= 200' 1 APPROXIMATE LOCATION 15 WATER LINE EASEMENT VOL. 979, PG. 289 D.R.W.C.T. F NP4�lz Gjp�Gl OrER�F.�cS L5 .......................... d' TRAVIS S TABOR ,z 1� p-o ...........................j 6428 e �� • Q LILANDESIGN* SERVICES, INC. 10090 W HIGHWAY 29, LIBERTY HILL, TEXAS 78642 TBPELS FIRM NO, 10001800 512-238-7901 Is LANDESIGN SERVICES, INC. 10090 W Highway 29 I Liberty Hill, Texas 78642 TBPELS Firm No. 10001800 1 512-238-7901 office EXHIBIT " B " METES AND BOUNDS DESCRIPTION BEING 4.356 ACRES OF LAND, SURVEYED BY LANDESIGN SERVICES, INC., SITUATED IN THE LEWIS P. DYCHES SURVEY, ABSTRACT NO. 171 IN WILLIAMSON COUNTY, TEXAS AND BEING ALL OF A CALLED 4.356 ACRE TRACT OF LAND DESCRIBED AS TRACT 2 IN A WARRANTY DEED WITH VENDOR'S LIEN TO GARY LEE NEWMAN AND WIFE, LYNNE C. NEWMAN, RECORDED IN DOCUMENT NO. 2003105240, OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS (O.P.R.W.C.T.), AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a Calculated point for the Northeast corner of Lot 1, FINAL PLAT OF GABRIEL'S GROVE SECTION FOUR, a subdivision of record in Document No. 2015005110, of said O.P.R.W.C.T., and the common Southeast corner of said 4.356 acre tract, also being in the existing West right-of-way line of Ranch Road 2338 (Width Varies), from which a 1/2-inch rebar with cap stamped "HAYNIE CONSULTING" found, bears South 86°24'27" East a distance of 0.34 feet, and from which a 1/2-inch rebar with cap stamped "TLS" found in the existing West right-of-way line of said Ranch Road 2338 and the common East line of said Lot 1, bears South 21°41'08" East, a distance of 17.75 feet; THENCE South 68°37'37" West along the South line of said 4.356 acre tract and the common North line of said Lot 1, a distance of 329.40 feet to a 1/2-inch rebar with cap stamped "LSI SURVEY" set for the Southwest corner of said 4.356 acre tract and a common Southeast corner of a called 40.229 acre tract of land described in a Warranty Deed with Vendor's Lien to Gary Lee Newman and wife, Lynne C. Newman, recorded in Document No. 2001070391 of said O.P.R.W.C.T., from which a 1/2-inch rebar found for the Northwest corner of said Lot 1 and the common Northeast corner of Lot 63, GABRIEL'S GROVE SECTION ONE, a subdivision of record in Document No. 2006072810 of said O.P.R.W.C.T., bears South 68°37'37" West a distance of 19.73 feet; THENCE with the West and North lines of said 4.356 acre tract and a common line of said 40.229 acre tract, the following two (2) courses and distances: 1. North 21121'47" West a distance of 573.14 feet to a 1/2-inch rebar with cap stamped "LSI SURVEY" set for the Northwest corner of said 4.356 acre tract; and LS11021005 - CSI' Newimin'1'rackDescriplionslCSP Nov mil n'Il•ect 2 M&B.Cloc I ai e I "1'3 2. North 68138'13" East a distance of 332.83 feet to a 1/2-inch rebar with cap stamped "LSI SURVEY" set for the Northeast corner of said 4.356 acre tract, and in the existing West right-of-way line of said Ranch Road 2338; THENCE South 21'01'12" East with the existing West right-of-way line of said Ranch Road 2338 and the common East line of said 4.356 acre tract, a distance of 573.09 feet to the POINT OF BEGINNING and containing 4.356 acres of land, more or less. This project is referenced for all bearing and coordinate basis to the Texas Coordinate System, North American Datum of 1983 (NAD83 — 2011 Adjustment), Central Zone (4203). All distances shown hereon are surface values represented in U.S. Survey Feet based on a grid -to -surface combined adjustment factor of 1.00010674. This property description was prepared from an on -the -ground survey performed under my supervision and is accompanied by a separate plat of even date. The field work was completed on August 5, 2021. Landesign Services, Inc. OF zp o o ravis S. ab r TRAV13 S. TABOR .. ......................... . Registered Professional Land Surveyor :.9Q B428 State of Texas No. 6428 �•'•• F� s *<Qv�• ' s �¢ Aa •suR g Job Number: 20-067 Attachments: K:\21005 - CSF Newman Tract\CAD\DWGs\CSF Newman Tract 2.dwg biIC:\21005 - C'SP Ne\N Newnwn 'fracl 2 \ &, B.doc PaLe 2 01'3 GRAPHIC SCALE GARY LEE NEWMAN AND WIFE, LYNNE C. NEWMAN (CALLED 40.229 ACRES) DOC. NO, 2001070391 O.P.R. W.C.T. GABRIELS GROVE SECTION ONE DOC. NO. 2006072810 O.P.R.W.C.T. 1 Ala ��r�E oip�g'1 11 �C�'Eh10• day G�' Line Table Line # Direction Length L1 S21' 41' 08"E 17.75' L2 S68' 37' 37"W 329.40' L3 S68' 37' 37"W 19.73' L4 N21' 21' 47"W 573.14' L5 N68' 38' 13"E 332.83' L6 N68' 59' 07"E 150.09' L7 S21' 01' 12"E 573,09' LEGEND • 1/2—INCH REBAR FOUND (OR AS NOTED) ® TX.D.O.T. TYPE III ALUMINUM DISC FOUND 0 1 /2" REBAR WITH CAP STAMPED "fLS" FOUND (OR AS NOTED) 1/2—INCH REBAR WITH CAP STAMPED "LSI SURVEY" SET 0 CALCULATED POINT NOT SET O.P.R,W.C.T. OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY TEXAS R.O.W. RIGHT—OF—WAY APPROXIMATE LOCATION 15 WATER LINE EASEMENT VOL. 979, PG. 289 D.R.W.C.T. L6 10 t� Z�� 2 `' , � fo��xyy4� r � rr L3 63 JOB NUMBER: 21-005 PROJECT NAME: CSF NEWMAN TRACT DRAWING NAME: CSF NEWMAN TRACT 2 DRAWING FILE PATH: .K:\21005 — CSF NEWMAN TRACT\CADS ,METES AND BOUNDS FILE PATH: 'K:\21005 — CSF NEWMAN TRACT\DES( IRPLS: TST TECH: JRM PARTY CHIE SHEET 03 of 03 IFIELDBOOKS N/A GZ S poi' Y 64 _ DWGS LENS ABSTR CHES S UR ACT I7j VEY GARY LEE NEWMAN AND y \ WIFE, LYNNE C. NEWMAN TRACT 2 (4.356 ACRES) �� HAYNIE' DOC, NO, 2003105240 CONSULTING O.P.R.W.C.T. i I S86'24'27"E POINT OF <� 0.34' � BEGINNING TL j / i s r'FR q�, f a ....:........................ ..... TRAVIS S, TABOR ,, � .....................t..... 6428 aP: ss%a,: GENERAL NOTES: V 4r [ "A" THIS PROJECT IS REFERENCED FOR ALL BEARING AND COORDINATE BASIS TO THE TEXAS COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83 - 2011 ADJUSTMENT), CENTRAL ZONE (4203). DISTANCES AND AREAS SHOWN HEREON ARE SURFACE VALUES REPRESENTED IN U.S. SURVEY FEET BASED ON A GRID -TO -SURFACE COMBINED ADJUSTMENT FACTOR OF 1.000106741 ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (GEOID 12B). ONS /A CHK BY: HAS SCALE:1 "= 200' ISILANDESIGN* SERVICES., INC. 10090 W HIGHWAY 29, LIBERTY HILL, TEXAS 78642 TBPELS FIRM NO. 10001800 512-238-7901 LILANDESIGN* SERVICES, INC. 10090 W Highway 29 1 Liberty Hill, Texas 78642 TBPELS Firm No. 10001800 1 512-238-7901 office EXHIBIT,, B " METES AND BOUNDS DESCRIPTION BEING 40,232 ACRES OF LAND, SURVEYED BY LANDESIGN SERVICES, INC., SITUATED IN THE LEWIS P. DYCHES SURVEY, ABSTRACT NO. 171 IN WILLIAMSON COUNTY, TEXAS AND BEING ALL OF A CALLED 40.229 ACRE TRACT OF LAND DESCRIBED IN A WARRANTY DEED WITH VENDOR'S LIEN TO GARY LEE NEWMAN AND WIFE, LYNNE C. NEWMAN, RECORDED IN DOCUMENT NO. 2001070391, OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, (O.P.R.W.C.T.), AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING at a Calculated point for the Northeast corner of Lot 1, FINAL PLAT OF GABRIEL'S GROVE SECTION FOUR, a subdivision of record in Document No. 2015005110, of said O.P.R.W.C.T., and the common Southeast corner of a called 4.356 acre tract of land described as Tract 2 in a Warranty Deed with Vendor's Lien to Gary Lee Newman and wife, Lynne C. Newman, recorded in Document No. 2003105240 of said O.P.R.W.C.T., also being in the existing West right-of-way line of Ranch Road 2338 (Width Varies), from which a 1/2-inch rebar with cap stamped "HAYNIE CONSULTING" found, bears South 86°24'27" East a distance of 0.34 feet, and from which a 1/2-inch rebar with cap stamped "TLS" found in the existing West right-of-way line of said Ranch Road 2338 and the common East line of said Lot 1, bears South 21°41'08" East, a distance of 17.75 feet; THENCE South 68°37'37" West with the South line of said 4.356 acre tract and the common North line of said Lot 1, a distance of 329.40 feet to a 1/2-inch rebar with cap stamped "LSI SURVEY" set for the Southwest corner of said 4.356 acre tract and the Southeast corner of said 40.229 acre tract, and being the POINT OF BEGINNING of the herein described tract; LSI1021005 - 3 M& 13.doc Pa@e I of 5 THENCE South 68137137" West with the South line of said 40.229 acre tract and the common North line of said Lot 1, at a distance of 19.73 feet passing a 1/2-inch rebar found for the Northwest corner of said Lot 1 and the common Northeast corner of Lot 63, GABRIEL'S GROVE SECTION ONE, a subdivision of record in Document No. 2006072810, of said O.P.R.W.C.T., at a distance of 359.80 feet passing a 1/2-inch rebar found for the Northwest corner of said Lot 63 and the common Northeast coiner of Lot 62, said GABRIEL'S GROVE SECTION ONE, and continuing for a total distance of 1,699.84 feet to a 1/2-inch rebar found for the Southwest corner of said 40.229 acre tract, and a common corner of Lot 49, said GABRIEL'S GROVE SECTION ONE, also being in the East line of a tract of land described in a Warranty Deed to J.T. & W.F. Atkinson Family Limited Partnership, recorded in Document No. 2001082239, of said O.P.R.W.T.C.; THENCE North 21120'39" West with the West line of said 40.229 acre tract and the common East line of said J.T. & W.F. Atkinson Family Limited Partnership tract, a distance of 1,025.36 feet to a 1/2-inch rebar found for the Northwest corner of said 40.229 acre tract and the common Southwest corner of a called 10.00 acre tract of land described in a General Warranty Deed to Ralph M. Himenes and Lori A. Himenes, recorded in Document No. 2019097469 of said O.P.R.W.C.T.; THENCE North 68°38114" East with the North line of said 40.229 acre tract and the common South line of said 10.00 acre tract at a distance of 649.93 feet passing a 1/2-inch rebar with cap stamped "RPLS 1847" found for the Southeast corner of said 10.00 acre tract and the common Southwest corner of a called 25.00 acre tract of land described in a Warranty Deed to Cornelius Lee Hocker Jr. and Patricia Ray Hocker, recorded in Document No. 2002027509 of said O.P.R.W.C.T., , continuing for a total of 1,699.50 feet to a 1/2-inch rebar found for the Northeast corner of said 40.229 acre tract and the common Northwest corner of a called 3.238 acre tract of land described as Tract 1 in said Document No. 2003105240, also being in the South line of said 25.00 acre tract; THENCE with the West and South lines of said 3.238 acre tract and a common line of said 40.229 acre tract, the following two (2) courses and distances; 1. South 21°21'47" East a distance of 421.92 feet to a 1/2-inch rebar found for the Southwest corner of said 3.238 acre tract; and 2. North 68°38'13" East a distance of 333.01 feet to a 1/2-inch rebar with cap stamped "LSI SURVEY" set for the Southeast coiner of said 3.238 acre tract and in the existing West right-of-way line of said Ranch Road 2338; THENCE South 21101112" East with an East line of said 40.229 acre tract and the common existing West right-of-way line of said Ranch Road 2338, a distance of 30.00 feet to a 1/2-inch rebar with cap stamped "LSI SURVEY" set for the Northeast coiner of said 4.356 acre tract; biIC:\21005 - CSI- Ne%� man TracODescriplions\C'SP Newman fracl 3 NI&Il cloc Pagc 2 ofi THENCE with the North and West lines of said 4.356 acre tract and the common line of said 40.229 acre tract, the following two (2) courses and distances: 1. South 68°38'13" West a distance of 332.83 feet to a 1/2-inch rebar with cap stamped "LSI SURVEY" set for the Northwest corner of said 4.356 acre tract; and 2. South 21121'47" East a distance of 573.14 feet to the POINT OF BEGINNING and containing 40.232 acres of land, more or less. This project is referenced for all bearing and coordinate basis to the Texas Coordinate System, North American Datum of 1983 (NAD83 — 2011 Adjustment), Central Zone (4203). All distances shown hereon are surface values represented in U.S. Survey Feet based on a grid -to -surface combined adjustment factor of 1.00010674. This property description was prepared from an on -the -ground survey performed under my supervision and is accompanied by a separate plat of even date. The field work was completed on August 5, 2021. Landesign Services, Inc. (TRAVIS *"- - Fq. q� TABOR Travis a ...........Registered Professional Land Surveyor 8State of Texas No. 6428es r V��Q Job Number: 20-067 Attachments: K:\21005 - CSF Newman Tract\CAD\DWGs\CSF Newman Tract 3.dwg biK:v21005 - CSF NeNN man 3 iM&B.doc Page 3 ol'5 W Zl,o E- PA W U -5 CORNELIUS LEE MOCKER, JR AND PATRICIA RAY HOCKER (25.00 ACRES) DOC. NO. 2002027509 O.P.R.W.C.T. �o 40.232 ACRES GARY LEE NEWMAN AND WIFE, LYNNE C. NEWMAN (CALLED 40.229 ACRES) DOC. NO. 2001070391 O.P.R.W.C.T. LEwjS P. ABS � CHES SU ACT 1 it .RVEY 63 56 62 57 61 58 GAHRIELS GROVE SECTION ONE 1 DOC. NO, 2006072810 y� O.P.R.W.C.T. JOB NUMBER: 21-005 1 DATE: PROJECT NAME: CSF NEWMAN TRACT DRAWING NAME: CSF NEWMAN TRACT 3 DRAWING FILE PATH: K:\21005 - CSF NEWMAN TRACT\CAD\DWGS METES AND BOUNDS FILE PATH: 2' I t} 1 0' 5' 1 0' 2' ' GRAPHIC SCALE \APROXIMATE LOCATION .--15 WATER LINE EASEMENT VOL. 979, PG. 289 D.R.W.C.T. L2 L� 5 FPS �P❑� ��rj5 ray op o e sr-- �� P ❑�, ❑ Leo p0 a -Aa" o O J r 19.73' 'w / 5b 1ps kp a'? cl 1�t� �; $ o� o�►$� ° halo SSG �4 G 3v 'GARY AND Tj S r\ LYNNE C. NEWMAN ►� TRACT 2 (4.35G ACRES} HAYNIE' DOC. NO. 2003105240 CONSULTING O.P.R.W.C.T. 0 � I 6, �g AP <� 0.3424'27' I E POINT OF TLS f COMMENCING 1 / IsILANDESIGN* SERVICES, INC. K:\21005 - CSF NEWMAN TRACT\DESCRIPTIONS 10090 W HIGHWAY 29, LIBERTY HILL, TEXAS 78642 RPLS; TST TECH: JRM IPARTY CHIEF: N/A CHK BY: HAS TBPRLS FIRM NO. 10001800 SHEET 04 of 05 1 FIELDBOOKS N/A I SCALE:1 "= 200' 512-238-7901 LEGEND 2i0':s' f a' 1/2-INCH REBAR FOUND (OR AS NOTED) ® TX.D.O.T. TYPE III ALUMINUM DISC FOUND "TLS" GRAPHIC SCALE 91 O 1/2" REBAR WITH CAP STAMPED FOUND ❑OVER- (OR AS NOTED) �E�Nk � NOGG 1/2-INCH REBAR WITH CAP STAMPED E1tiV�'Cxpl* � PCpL�`09 LSI SURVEY" SET P019sr- Pip c� �I CALCULATED POINT NOT SET f1 ' Na � U O.P.R.W.C.T. OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS ❑?' R.O.W. RIGHT-OF-WAY 14b9 . � P.�� QF rF pOC'apR` .GtSre9, q& �a:, �A9g ................. I ...... I ............ TRAVIS S. TAB❑R ......�..... :964 28 ,pjv 02 —.7 I J.T. & W.F. ATKtNSON FAMILY LIMITED PARTNERSHIP DOC. NO. 2001082239 0, P. R. W.C.T. Line Table Line # Direction Length L1 S21' 41' 08"E 17.75' L2 S21' 01' 12"E 30.00' L3 N68' 59' 07"E 150.09' GENERAL NOTES: 40.232 ACRES GARY LEE NEWMAN AND WIFE, LYNNE C. NEWMAN (CALLED 40.229 ACRES) DOC, NO. 2001070391 O.P.R.W.C.T. Zr� �p C`0 ADS7,pA 7, SUn r VE THIS PROJECT IS REFERENCED FOR ALL BEARING AND COORDINATE BASIS TO THE TEXAS COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83 - 2011 ADJUSTMENT), CENTRAL ZONE (4203). DISTANCES AND AREAS SHOWN HEREON ARE SURFACE VALUES REPRESENTED IN U.S. SURVEY FEET BASED ON A GRID -TO -SURFACE COMBINED ADJUSTMENT FACTOR OF 1.000106741 ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (GEOID 12B). �Ar 6g9 S� ' C 0 50, 51 � � I GABRIELS GROVE SECTION ONE DOC. NO. 2006072810 V.P.R.W.C.T. 48_ 49 to w! w MI.0 �w w U ! 56 JOB NUMBER: 21-005 1 DATE: 8 5/21 PROJECT NAME; CSF NEWMAN TRACT LA N D E S I G N DRAWING NAME: CSF NEWMAN TRACT 3 DRAWING FILE PATH: SERVICES, INC. K:\21005 -CSF NEWMAN TRACT\CAD\DWGS .METES AND BOUNDS FILE PATH: K:\21005 - CSF NEWMAN TRACT\DESCRIPTIONS 10090 W HIGHWAY 29, LIBERTY HILL, TEXAS 78642 RPLS: TST TECH: JRM IPARTY CHIEF; N/A ICHK BY: HAS TBPELS FIRM NO. 10001800 SHEET 05 of 05 IFIELDBOOKS NIA SCALE:1 "= 200' 512-238-7901 LILANDESIGN* SERVICES, INC. 10090 W Highway 29 1 Liberty Hill, Texas 78642 TBPELS Firm No. 10001800 1 512-238-7901 office EXHIBIT" B " METES AND BOUNDS DESCRIPTION BEING 3.55 ACRES OF LAND, SURVEYED BY LANDESIGN SERVICES, INC., SITUATED IN THE LEWIS P. DYCHES SURVEY, ABSTRACT NO. 171 IN WILLIAMSON COUNTY, TEXAS AND BEING A PORTION OF RANCH ROAD 2338 (R.O.W. VARIES), AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a Calculated Point for the Southeast corner of a called 4.356 acre tract of land described as Tract 2 in a Warranty Deed with Vendor's Lien to Gary Lee Newman and wife, Lynne C. Newman, recorded in Document No. 2003105240 of the Official Public Records of Williamson County, Texas (O.P.R.W.C.T.), and the common Northeast corner of Lot 1, FINAL PLAT OF GABRIEL'S GROVE, SECTION FOUR, a subdivision of record in Document No. 2015005110 of said O.P.R.W.C.T., also being in the existing Westerly right-of-way line of said Ranch Road 2338, from which a 1/2-inch rebar with cap stamped "HAYNIE CONSULTING" found, bears South 86°24'27" East a distance of 0.34 feet, also from which a 1/2-inch rebar with cap stamped "TLS" found in the East line of said Lot 1 and the common existing Westerly right-of-way line of said Ranch Road 2338, bears South 21°41'08" East a distance of 17.75 feet; THENCE North 21"01'12" West with the East line of said 4.356 acre tract and the common existing Westerly right-of-way line of said Ranch Road 2338, a distance of 1,025.02 feet to a Calculated Point for the Northeast corner of a called 3.238 acre tract of land described as Tract 1 in said Document No. 2003105240, and the common Southeast corner of a called 25.00 acre tract of land described in a Warranty Deed to Cornelius Lee Hocker, Jr. and Patricia Ray Hocker, recorded in Document No. 2002027509 of said O.P.R.W.C.T., also being in the existing Westerly right-of-way line of said Ranch Road 2338, from which a 1/2-inch rebar found, bears North 59°08' 10" East a distance of 0.41 feet; LS1\21005 - CSF Nc\\man Il•acl\Dcscripflons\CSF Nc\vmiln ROW.doc Shco I THENCE North 68158117" East over and across said Ranch Road 2338, a distance of 150.01 feet to a Calculated Point in the existing Easterly right-of-way line of said Ranch Road 2338 and the common West line of a called 10.538 acre tract of land described in a Distribution Deed to Furman Tierra, LLC, recorded in Document No. 2021111542 of said O.P.R.W.C.T., from which a Texas Department of Transportation (TxDOT) Type II Concrete Monument found in the existing Easterly right-of-way line of said Ranch Road 2338 and the common West line of a called 36.658 acre tract of land described in a Correction Special Warranty Deed to Gracia Tierra, LLC, recorded in Document No. 2020126809 of said O.P.R.W.C.T., bears North 21'01'43" West a distance of 465.32 feet; THENCE South 21'01'43" East with the existing Easterly right-of-way line of said Ranch Road 2338 and the common West line of said 10.538 acre tract, at a distance of 453.99 feet passing a TxDOT Aluminum cap found for the Southwest corner of said 10.538 acre tract and the common Northwest corner of the remainder of a called 91.929 acre tract of land described in a Warranty Deed to The B. Kinney Trust, recorded in Document No. 2011069273 of said O.P.R.W.C.T., continuing for a total distance of 788.06 feet to a TxDOT Type I1 Concrete Monument found in the existing Easterly right-of-way line of said Ranch Road 2338 and the common West line of said 91.929 acre tract; THENCE with the existing Easterly right-of-way line of said Ranch Road 2338 and the common West line of said 91.929 acre tract, along a curve to the Left having a radius of 2,466.00 feet, an are length of 236.35 feet, a delta angle of 05029129", and a chord which bears South 23°46'53" East a distance of 236.26 feet to a Calculated Point, from which a TxDOT Type II Concrete Monument found in the existing Easterly right-of-way line of said Ranch Road 2338 and the common West line of said 91.929 acre tract, bears along a curve to the Left having a radius of 2,466.00 feet, an are length of 797.31 feet, a delta angle of 18'31'30", and a chord which bears South 35°47'23" East a distance of 793.84 feet; LSI1<:v21005 - CSF Ne\\man TractvDescriptionsvCSF Newman ROW.doc Sheep ol'5 THENCE South 68137137" West over and across said Ranch Road 2338, a distance of 161.51 feet to the POINT OF BEGINNING and containing 3.55 acres of land, more or less. This project is referenced for all bearing and coordinate basis to the Texas Coordinate System, North American Datum of 1983 (NAD83 — 2011 Adjustment), Central Zone (4203). All distances shown hereon are surface values represented in U.S. Survey Feet based on a grid -to -surface combined adjustment factor of 1.00010674. This property description was prepared from an on -the -ground survey performed under my supervision and is accompanied by a separate plat of even date. The field work was completed on August 5, 2021. Landesign Services, Inc. zs Qtii*, %, TT E'�9 rti D$' o a .t.... Travis S. a TTRAVIS S.�TAS0OR ""' Registered Professional Land Surveyor �; 6428 f State of Texas No. 6428 '•°� o� Job Number: 21-005 Attachments: K:\21005 - CSF Newman Tract\CAD\DWGs\CSF Newman ROW.dwg biK:\21005 - ('S1 Ne%\nian'I'ract\Descriptions\CSP Newman ROW,doc Shect3 ol'5 *SEE SHEET 5 FOR LEGEND, DETAILS, LINE AND CURVE TABLES, AND NOTES GRACIA TIERRA, LLC (36.658 ACRES) DOC. NO. 2020126809 O.P.R.W.C.T. CORNELIUS LEE HOCKER, 3R, AND PATRICIA RAY HOCKER FURMAN TIERRA, LLC (25.00 ACRES) (10.538 ACRES) DOC. NO. 2002027509 DOC. NO. 2021111542 O.P.R.W.C.T. O.P.R.W.C.T. SEE DETAIL "B" 1.1 SHEET 5 6�38 WILLIAMSON COUNTY, TEXAS S _ y ` (0.456 ACRE) . DOC. NO. 2010033821 �y O.P.R.W.C.T. _ l®r o A$ o� S�RA G,T 1 SURIIey �p THE B. KINNEY TRUST /'c>REMAINDER (91.929 ACRES) DOC. NO. 2011069273 O.P.R.W.C.T. 3.55 ACRES GARY LEE NEWMAN AND WIFE, 0 LYNNE C. NEWMAN (CALLED 40.229 ACRES)`$ DOC. NO. 2001070391 O.P.R.W.C.T. $� +c,�•9�, POINT OF Q ° BEGINNING t j TRAVIS S, TABOR �� • t �•••••••••••....,.....,r..... SEE DETAIL "A" WILLIAMSON COUNTY, TEXAS :9 SHEET 5 6428 • (4.486 ACRES} ofi o.il1. DOC. NQ. 201000 623 e9 •. Fs s ,. Q O.P.R.W.C.T. • supv OFl� ao 7-11 nc, �� FINAL PLAT OF GABRIEL'S GROVE s ' ' ' 2�° SECTION FOUR 2 DOC. NO. 2015005110 GRAPHIC SCALE 0. .R.W.C.T. JOB NUMBER: 21-005 DATE: 08 13 2021 PROJECT NAME: CSF NEWMAN TRACT L A N D Ei N DRAWING NAME: CSF NEWMAN ROW DRAWING FILE PATH: SERVICES, INC. K:\21005 — CSF NEWMAN TRACT\CAD\DWGS METES AND BOUNDS FILE PATH: K:\21005 — CSF NEWMAN TRACT\DESCRIPTIONS 10090 W HIGHWAY 29, LIBERTY HILL, TEXAS 78642 RPLS: TST TECH: JRM IPARTY CHIEF: N/A ICHK BY: HAS TBPELS FIRM NO, 10001800 SHEET 04 of 05 IFIELDBOOKS N/A SCALE:1 "= 200' 512-238-7901 LEGEND © TX.D.O.T. TYPE II CONCRETE MONUMENT FOUND ❑• TX.D.O.T. ALUMINUM CAP FOUND • 1/2—INCH REBAR FOUND (OR AS NOTED) 0 1/2—INCH REBAR WITH CAP STAMPED "TLS" FOUND (OR AS NOTED) 0 CGARY LEE NEWMAN AND WIFE, CALCULATED POINT NOT SET LYNNE C. NEWMAN O.P.R.W.C.T. OFFICIAL PUBLIC RECORDS OF TRACT 2 (4.356 ACRES) WILLIAMSON COUNTY, TEXAS DOC. NO. 2003105240 S \ R.O.W. RIGHT—OF—WAY O.P.R.W.C.T. +� \ Curve Table Curve # Radius Length Delta Chord Bearing Chord C1 2466.00' 236.35' 5'29'29" S23' 46' 53"E 236.26' C2 2466.00' 797.31' 18'31'30" S35' 47' 23"E 793.84' D POINT OF Tp BEGINNING � (f 1. "HAYNIE CONSULTING" r s86.24'27"E ' 0.34' 1 I Table L Line # Direction Length L1 N68' 58' 17"E 150.01' L2 S68' 37' 37"W 161.51' L3 S21' 41' 08"E 17.75' GENERAL NOTES: DETAIL "A" NOT TO SCALE N 59'O8'10"E 0 Ai %A CORNELIUS LEE HOCKER, JR AND PATRICIA RAY HOC ER (25.00 ACRES) f DOC. NO. 2002027509 O.P.R.W.C.T. �/ GARY LEE NEWMAN AND WIFE, LYNNE C. NEWMAN i TRACT 1 (3.238 ACRES) DOC. NO. 2003105240 0. P. R. W.C.T. THIS PROJECT IS REFERENCED FOR ALL BEARING AND COORDINATE BASIS TO THE TEXAS COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83 — 2011 ADJUSTMENT), CENTRAL ZONE (4203). DISTANCES AND AREAS SHOWN HEREON ARE SURFACE VALUES REPRESENTED IN U.S. SURVEY FEET BASED ON A GRID —TO —SURFACE COMBINED ADJUSTMENT FACTOR OF 1,000106741 ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (GEOID 12B). a / DETAIL "B" NOT TO SCALE IS LANDESIGN SERVICES, INC. 10090 W HIGHWAY 29, LIBERTY HILL, TEXAS 78642 TBPELS FIRM NO. 10001800 512-238-7901 Exhibit C MUNICIPAL SERVICES AGREEMENT BETWEEN THE CITY OF GEORGETOWN, TEXAS AND GARY L. AND LYNNE C. NEWMAN Th Municipal Services Agreement ("Agreement") is entered into oa the _ day of by and between the City of Georgetown, Texas, a home -rule murAcipality of the State of Texas ("City") and Gary L. and Lynne C. Newman ("Owner"). RECITAL The parties agree that the following recitals are true and correct and form the basis upon which the parties have entered into this Agreement WHEREAS, Section 43.0671 of the Local Government Code permits the City to annex an area if each owner of land in an area requests the annexation; WHEREAS, where the City elects to annex such an area, the City is required to enter into a written agreement with the property owner(s) that sets forth the City services to be provided for the Property on or after the effective date of annexation (the "Effective Date"); WHEREAS, Owner owns certain parcels of land located at 7811 Ranch Road 2338, which consists of approximately 47.83 acres of land in the City's extraterritorial jurisdiction, such property being more particularly described and set forth in Exhibit "A" attached and incorporated herein by reference ("Property"); WHEREAS, Owner has filed a written request with the City for annexation of the Property, identified as Annexation Case No. 2021-8- ANX ("Annexation Case"); WHEREAS, City and Owner desire to set out the City services to be provided for the Property on or after the effective date of annexation; WHEREAS, the Annexation Case and execution of this Agreement are subject to approval by the Georgetown City Council; and NOW THEREFORE, in exchange for the mutual covenants, conditions and promises contained herein, City and Owner agree as follows: 1. PROPERTY. This Agreement is only applicable to the Property, which is the subject of the Annexation Case. 2. INTENT. It is the intent of the City that this Agreement provide for the delivery of fill, available municipal services to the Property in accordance with state law, which may be accomplished through any means permitted by law. Broken Oak (2021-8-ANX) Municipal Service Agreement 3. MUNICIPAL SERVICES. a. Commencing on the Effective Date, the City will provide the municipal services set forth below. As used in this Agreement, "providing services" includes having services provided by any method or means by which the City may extend municipal services to any other area of the City, including the City's infrastructure extension policies and developer or property owner participation in accordance with applicable city ordinances, rules, regulations, and policies. L Fire Protection and. Emergency Medical Services — The City of Georgetown Fire Department will provide response services in the annexed area consisting of. fire suppression and rescue; emergency response to 9-1-1 calls; fire prevention education efforts, and other duties and services provided by the Georgetown Fire Department. ii. Police — The City's Police Department will provide protection and law enforcement services. iii_ Planning and Development, Building Permits and Inspections Services - Upon annexation, the City will provide site plan review; zoning approvals; Building Code and other standard Code inspection services; City Code enforcement; sign regulations and permits; and Stormwater Permit services in the annexed. iv. Parks and Recreational Facilities. Residents of the Property will be permitted to utilize all existing publicly -owned parks and recreational facilities and all such facilities acquired or constructed after the Effective Date (including community service facilities, libraries, swimming pools, etc.), throughout the City. Any private parks, facilities, and buildings will be unaffected by the annexation; provided, however, that the City will provide for maintenance and operation of the same upon acceptance of legal title thereto by the City and appropriations therefor. In the event the City acquires any other parks, facilities, or buildings necessary for City services within the Property, the appropriate City department will provide maintenance and operations of the same. V. Other Publicly Owned Buildings. Residents of the Property will be permitted to use all other publicly owned buildings and facilities where the public is granted access. A. Libr — Upon annexation, library privileges will be available to anyone residing in the annexed area vii. Stormwater Utility Services — The Property will be included in the City's Stormwater Utility service area and will be assessed a monthly fee based on the amount of impervious surface. The fees Broken Oak (2021-8-ANX) Municipal Service Agreement 2 will cover the direct and indirect costs of stormwater management services. viii. Streets, Roads, and Street Lighting — The City will provide preventative maintenance of the existing public streets and roads in the annexed area over which it has jurisdiction through maintenance and preventative maintenance services such as emergency pavement repair; ice and snow monitoring; crack seal, sealcoat, slurry seal, and PM overlay; and other routine repair. The City shall not maintain private roads in the annexed area. Preventative maintenance projects are prioritized on a City-wide basis and scheduled based on a variety of factors, including surface condition, rideability, age, traffic volume, functional classification, and available funding. As new streets are dedicated and accepted for maintenance they will be included in the City's preventative maintenance program. ix. Water and Wastewater Facilities in the Annexed Area that Are Not Within the Area of Another Water or Wastewater Utility —City- owned water and wastewater facilities that exist in the annexed area will be maintained in accordance with City ordinances, standards, policies and procedures. X. Solid Waste Services — The City will provide solid waste collection services in accordance with existing City ordinances and policies, except where prohibited by law. xi. Code Colupliance — The City's Code Department will provide education, enforcement, and abatement relating to code violations within the Property. xii. Animal Control Services — Upon annexation, the City shall provide animal control services in the annexed area. xiii. Business Licenses and Regulations — Upon annexation, the City shall provide business licensing services (Carnivals Circuses and Other Exhibitions; Electrician's Licenses; Gross Receipts Charge or Street Rental; Peddlers and Solicitors; Taxicabs, Buses and Other Vehicles for Hire; Horse Drawn Carriages and other Non -Motorized Vehicles for Hire; Sexually Oriented Businesses; and Alcoholic Beverages) in the annexed area b. The City will provide water service and wastewater treatment service to developments established after the Effective Date in accordance with, and on the schedule determined by, the City's extension policies, capital improvements schedule, and applicable law and at rates established by City ordinances for such services. C. The City may impose a fee for any municipal service in the area annexed if Broken Oak (2021-8-ANX) Municipal Service Agreement the same type of fee is imposed within the corporate boundaries of the City. All City fees are subject to revision from time to time by the City in its sole discretion. d. It is understood and agreed that the City is not required to provide a service that is not included in this Agreement. e. Owner understands and acknowledges that the City departments listed above may change names or be re -organized by the City Manager. Any reference to a specific department also includes any subsequent City department that will provide the same or similar services. 4. SERVICE LEVEL. The City will provide the Property with a level of services, infrastructure, and infrastructure maintenance that is comparable to the level of services, infrastructure, and infrastructure maintenance available in other parts of the City with topography, land use, and population density similar to those reasonably contemplated or projected for the Property. 5. AUTHORITY. City and Owner represent that they have full power, authority and legal right to execute, deliver and perform their obligations pursuant to this Agreement. Owner acknowledges that approval of the Annexation Case is within the sole jurisdiction of the City Council. Nothing in this Agreement guarantees favorable decisions by the City Council. 6. SEVERABILITY. If any part, term, or provision of this Agreement is held by the courts to be illegal, invalid, or otherwise unenforceable, such illegality, invalidity, or unenforceability will not affect the validity of any other part, term or provision, and the rights of the parties will be construed as if the part, term, or provision was never part of the Agreement. 7. INTERPRETATION. The parties to this Agreement covenant and agree that in any litigation relating to this Agreement, the terms and conditions of the Agreement will be interpreted according to the laws of the State of Texas. The parties acknowledge that they are of equal bargaining power and that each of them was represented by legal counsel in the negotiation and drafting of this Agreement. 8. GOVERNING LAW AND VENUE. Venue shall be in the state courts located in Williamson County, Texas or the United States District Court for the Western District of Texas, Austin Division and construed in conformity with the provisions of Texas Local Government Code Chapter 43. 9. NO WAIVER. The failure of either party to insist upon the performance of any term or provision of this Agreement or to exercise any right granted hereunder shall not constitute a waiver of that party's right to insist upon appropriate performance or to assert any such right on any future occasion. 10. GOVERNMENTAL POWERS. It is understood that by execution of this Agreement, the City does not waive or surrender any of its govenunental powers Broken Oak (2021-8-ANX) Municipal Service Agreement 4 or immunities. 11. COUNTERPARTS. This Agreement may be executed in any number of counterparts, each of which shall be deemed an original and constitute one and the same instrument. 12. CAPTIONS. The captions to the various clauses of this Agreement are for informational purposes only and shall not alter the substance of the terms and conditions of this Agreement. 13. AGREEMENT BINDS AND BENEFITS SUCCESSORS AND RUNS WITH THE LAND. This Agreement is binding on and inures to the benefit of the parties, their successors, and assigns. The term of this Agreement constitutes covenants running with the land comprising the Property, is binding on the Owner and the City, and is enforceable by any current or future owner of any portion of the Property. 14. ENTIRE AGREEMENT. This Agreement constitutes the entire agreement between the parties and supersedes all prior oral and written agreements between said parties. This Agreement shall not be amended unless executed in writing by both parties. Executed as of the day and year first above written to be effective on the effective date of annexation of the Property. CITY OF GEORGETOWN Lo mayor Broken Oak (2021-8-ANX) Municipal Service Agreement Approved as to Form: ye Nassonb City Attorney Attest: Robyn De smore, TRMC City Secretary State of Texas County of Williamson This instrument was acknowledged before me on the . -0 day of or , 20�, by Josh Schroeder, Mayor of the City of Georgetown, a Texas municipal c rporation, on behalf of said corporation. By: Notary Public, State of Texas Broken Oak (2021-8-ANX) Municipal Service Agreement 6 KAREN FROST Notary ID # 1053608-4 ^,p My Commission Expires 99F+ May 24, 2024 (OWNERI) By: 67�� LI Al'-e-bllykIaM--1 (Gary L. Newman) (Owner) State of Texas § County of § T is ins ,Pt was acknowledged before me on the__L -day ofAeitg20.' k, by QtZh-� t' IWm"L -Of [Nance of individual signing, title (if any)] on behalf of said [insert name of company or individual where annlicablel. By: (, Notary Public, State of Texas +� GATHI SMFrH ' ;•I my Nob4 ID 9131813359 EVjres Oe0Wber 3, 2022 P Broken Oak (2021-8-ANX) Municipal Service Agreement (OWNER 2) By: 4f e (I ewman} L�11 ell (Owner) State of Texas . § County ©f &jz--C— 1 § This insft=ent was acknowledged before me on the i day of , 20,JL, by 4&L c«, '%1M __ �` of Name o individual signing, title (if any)] on behalf of said [insert name of company or individual where applicable]. By: Notary Public, State of Texas canal stoma fay Nolaty iD # 131813359 Explros December%= Broken Oak (2021-8-ANX) Municipal Service Agreement EXIHBIT A Broken Oak (2021-8-ANX) Municipal Service Agreement ISI LANDESIGN *- SERVICES Mr. 10090 W Highway 29 I Liberty Hill, Texas 78642 TBPELS Firm No. 10001800 1 512-238-7901 office EXHIBIT " METES AND BOUNDS DESCRIPTION BEING 3.238 ACRES OF LAND, SURVEYED BY LANDESIGN SERVICES, INC., SITUATED IN THE LEWIS P. DYCHES SURVEY, ABSTRACT NO. 171 IN WILLIAMSON COUNTY, TEXAS AND BEING ALL OF A CALLED 3.238 ACRE TRACT OF LAND DESCRIBED AS TRACT 1 IN A WARRANTY DEED WITH VENDOR'S LIEN TO GARY LEE NEWMAN AND WIFE, LYNNE C. NEWMAN, RECORDED IN DOCUMENT NO. 2003105240, OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS (O.P.R.W.C.T.), AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a Calculated Point for the Northeast corner of said 3.23 8 acre tract and a common Southeast corner of a called 25.00 acre tract of land described in a Warranty Deed to Cornelius Lee Hocker Jr. and Patricia Ray Hocker, recorded in Document No. 2002027509 of said O.P.R.W.C.T., also being in the existing West right-of-way line of Ranch Road 2338 (Width Varies), from which a 1/2-inch rebar found bears, North 59°08' 10" East a distance of 0.41 feet; THENCE South 21001'12" East with the East line of said 3.238 acre tract and the common existing West right-of-way line of said Ranch Road 2338, a distance of 421.93 feet to a 1/2-inch rebar with cap stamped "LSI SURVEY" set for the Southeast corner of said 3.238 acre tract and a common corner of a called 40.229 acre tract of land described in a Warranty Deed with Vendor's Lien to Gary Lee Newman and wife, Lynne C. Newman, recorded in Document No. 2001070391 of said O.P.R.W.C.T., from which a 1/2-inch rebar with cap stamped "LSI SURVEY" set for the Northeast corner of a called 4.356 acre tract of land described as Tract 2 in said Document No. 2003105240, bears South 21'01' 12" East a distance of 30.00 feet; THENCE with the South and West lines of said 3.238 acre tract and a common line of said 40.229 acre tract, the following two (2) courses and distances: South 68038'13" West a distance of 333.01 feet to a 1/2-inch rebar found for the Southwest corner of said 3.238 acre tract; and 2. North 21021147" West a distance of 421.92 feet to a 1/2-inch rebar found for the Northwest corner of said 3.238 acre tract and in the common South line of said 25.00 acre tract; bI K:\21005 - USF Nc%%man imin I racl I \ cK.B.doc Nque I ol'3 THENCE North 68138'14" East with the North line of said 3.238 acre tract and the common South line of said 25.00 acre tract, a distance of 335.54 feet to the POINT OF BEGINNING and containing 3.238 acres of land, more or less. This project is referenced for all bearing and coordinate basis to the Texas Coordinate System, North American Datum of 1983 (NAD83 — 2011 Adjustment), Central Zone (4203). All distances shown hereon are surface values represented in U.S. Survey Feet based on a grid -to -surface combined adjustment factor of 1.00010674. This property description was prepared from an on -the -ground survey performed under my supervision and is accompanied by a separate plat of even date. The field work was completed on August 5, 2021. Landesign Services, Inc. (TRAVIS ST.........yr1' avis S. Tabor S. TABOR ...................Registered Professional Land Surveyor 6428State of Texas No. 6428 Q suv�''°� Job Number: 20-067 Attachments: K:\21005 - CSF Newman Tract\CAD\DWGs\CSF Newman Tract I.dwg hiK:\21005 - ('SF Nc%\man'Ilact\Descrihlions\('5F Ne\%mmn fract I Nl&.B.doc Pagc 201'3 2 Its 10' so' GRAPHIC SCALE Line Table Line # Direction Length L1 S21' 01' 12"E 421.93' L2 S68' 38' 13"W 333.01' L3 N21' 21' 47"W 421.92' L4 N68' 38' 14"E 335.54' L5 S21' 01' 12"E 30.00' �o v / POINT OF / BEGINNING O0 r F U' CORNELIUS AND PATRICIA RAY HOCKER , 0 (25.00 ACRES) YZ p y p� O DOC. NO. 2002027509 O.P.R.W.C.T. l A ` N59'08'10"E 1 , GARY AND 0,41' LYNNE C. NEWMAN TRACT 1 (3.238 ACRES) LA DOC. N0. 2003105240 / L QP.R.W.C.T, GARY LEE NEWMAN AND WIFE, LYNNE C. NEWMAN (CALLED 40.229 ACRES) DOC. NO. 2001070391 O.P.R.W.C.T. LEW ZS B B 1,C ABS7,RAC7, 17 URVEY 1 LEGEND • 1/2-INCH REBAR FOUND (OR AS NOTED) ® TX.D.O.T. TYPE III ALUMINUM DISC FOUND O 1/2" REBAR WITH CAP STAMPED "TLS" FOUND (OR AS NOTED) 1/2—INCH REBAR WITH CAP STAMPED "LSI SURVEY" SET 16 CALCULATED POINT NOT SET O.P.R.W.C.T. OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS R.O.W. RIGHT—OF—WAY GENERAL NOTES: THIS PROJECT IS REFERENCED FOR ALL BEARING AND COORDINATE BASIS TO THE TEXAS COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83 — 2011 ADJUSTMENT), CENTRAL ZONE (4203). DISTANCES AND AREAS SHOWN HEREON ARE SURFACE VALUES REPRESENTED IN U.S. SURVEY FEET BASED ON A GRID —TO —SURFACE COMBINED ADJUSTMENT FACTOR OF 1.000106741 ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (GEOID 12B). .JOB NUMBER: 21-005 1 DATE: PROJECT NAME: CSF NEWMAN TRACT DRAWING NAME: CSF NEWMAN TRACT 1 DRAWING FILE PATH: K:\21005 — CSF NEWMAN TRACT\CAD\DWGS METES AND BOUNDS FILE PATH: K: 21005 — CSF NEWMAN TRACT DESCRIPTIONS IRPLS: TST TECH: JRM 1PARTY CHIEF: N/A I CHK BY: HAS SHEET 03 of 03 IFIELDSOOKS N/A SCALE:1 "= 200' 1 APPROXIMATE LOCATION 15 WATER LINE EASEMENT VOL. 979, PG. 289 D.R.W.C.T. 5�tio'6Tgyp : �L5 !, 4 �� TRAVIS S TABC 9....6eP .... 1............. f.�yp cSa��pq "1 LANDESIGNISISERVICES INC 10090 W HIGHWAY 29, LIBERTY HILL, TEXAS 78642 TBPELS FIRM NO. 10001800 512-238-7901 LILANDESIGN* SERVICES- INC., 10090 W Highway 29 1 Liberty Hill, Texas 78642 TBPELS Firm No. 10001800 1 512-238-7901 office EXHIBIT " METES AND BOUNDS DESCRIPTION BEING 4.356 ACRES OF LAND, SURVEYED BY LANDESIGN SERVICES, INC., SITUATED IN THE LEWIS P. DYCHES SURVEY, ABSTRACT NO. 171 IN WILLIAMSON COUNTY, TEXAS AND BEING ALL OF A CALLED 4.356 ACRE TRACT OF LAND DESCRIBED AS TRACT 2 IN A WARRANTY DEED WITH VENDOR'S LIEN TO GARY LEE NEWMAN AND WIFE, LYNNE C. NEWMAN, RECORDED IN DOCUMENT NO. 2003105240, OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS (O.P.R.W.C.T.), AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a Calculated point for the Northeast corner of Lot 1, FINAL PLAT OF GABRIEL'S GROVE SECTION FOUR, a subdivision of record in Document No. 2015005110, of said O.P.R.W.C.T., and the common Southeast corner of said 4.356 acre tract, also being in the existing West right-of-way line of Ranch Road 2338 (Width Varies), from which a 1/2-inch rebar with cap stamped "HAYNIE CONSULTING" found, bears South 86°24'27" East a distance of 0.34 feet, and from which a 1/2-inch rebar with cap stamped "TLS" found in the existing West right-of-way line of said Ranch Road 2338 and the common East line of said Lot 1, bears South 21°41'08" East, a distance of 17.75 feet; THENCE South 68137'37" West along the South line of said 4.356 acre tract and the common North line of said Lot 1, a distance of 329.40 feet to a 1/2-inch rebar with cap stamped "LSI SURVEY" set for the Southwest corner of said 4.356 acre tract and a common Southeast corner of a called 40.229 acre tract of land described in a Warranty Deed with Vendor's Lien to Gary Lee Newman and wife, Lynne C. Newman, recorded in Document No. 2001070391 of said O.P.R.W.C.T., from which a 1/2-inch rebar found for the Northwest corner of said Lot 1 and the common Northeast corner of Lot 63, GABRIEL'S GROVE SECTION ONE, a subdivision of record in Document No. 2006072810 of said O.P.R.W.C.T., bears South 68°37'37" West a distance of 19.73 feet; THENCE with the West and North lines of said 4.356 acre tract and a common line of said 40.229 acre tract, the following two (2) courses and distances: 1. North 21*21147" West a distance of 573.14 feet to a 1/2-inch rebar with cap stamped "LSI SURVEY" set for the Northwest corner of said 4.356 acre tract; and LSIK:\21005 - CS1' No%man nmm frucl 2 i\,I&,B.doc Pique I u1'3 2. North 68138'13" East a distance of 332.83 feet to a 1/2-inch rebar with cap stamped "LSI SURVEY" set for the Northeast coiner of said 4.356 acre tract, and in the existing West right-of-way line of said Ranch Road 2338; THENCE South 21*01'12" East with the existing West right-of-way line of said Ranch Road 2338 and the common East line of said 4.356 acre tract, a distance of 573.09 feet to the POINT OF BEGINNING and containing 4.356 acres of land, more or less. This project is referenced for all bearing and coordinate basis to the Texas Coordinate System, North American Datum of 1983 (NAD83 — 2011 Adjustment), Central Zone (4203). All distances shown hereon are surface values represented in U.S. Survey Feet based on a grid -to -surface combined adjustment factor of 1.00010674. This property description was prepared from an on -the -ground survey performed under my supervision and is accompanied by a separate plat of even date. The field work was completed on August 5, 2021. Landesign Services, Inc. CYTRAVIS OT6a 20'1ravis S. ab S. TABOR ...........Registered Professional Land Surveyor 6428State of Texas No. 6428 suR4�'�°� Job Number: 20-067 Attachments: KA21005 - CSF Newman Tract\CAD\DWGs\CSF Newman Tract 2.dwg LS1K:`21005 - CSF man Fran 2 M&M.doc N12e 2 ul•3 Is LANDESIGN FRV1 `ES, INC 10090 W Highway 29 I Liberty Hill, Texas 78642 TBPELS Firm No. 10001800 1 512-238-7901 office EXHIBIT" METES AND BOUNDS DESCRIPTION BEING 3.55 ACRES OF LAND, SURVEYED BY LANDESIGN SERVICES, INC., SITUATED IN THE LEWIS P. DYCHES SURVEY, ABSTRACT NO. 171 IN WILLIAMSON COUNTY, TEXAS AND BEING A PORTION OF RANCH ROAD 2338 (R.O.W. VARIES), AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a Calculated Point for the Southeast corner of a called 4.356 acre tract of land described as Tract 2 in a Warranty Deed with Vendor's Lien to Gay Lee Newman and wife, Lynne C. Newman, recorded in Document No. 2003105240 of the Official Public Records of Williamson County, Texas (O.P.R.W.C.T.), and the common Northeast corner of Lot 1, FINAL PLAT OF GABRIEL'S GROVE, SECTION FOUR, a subdivision of record in Document No. 2015005110 of said O.P.R.W.C.T., also being in the existing Westerly right-of-way line of said Ranch Road 2338, from which a 1/2-inch rebar with cap stamped "HAYNIE CONSULTING" found, bears South 86°24'27" East a distance of 0.34 feet, also from which a 1/2-inch rebar with cap stamped "TLS" found in the East line of said Lot 1 and the common existing Westerly right-of-way line of said Ranch Road 2338, bears South 21 °41'08" East a distance of 17.75 feet; THENCE North 21001'12" West with the East line of said 4.356 acre tract and the common existing Westerly right-of-way line of said Ranch Road 2338, a distance of 1,025.02 feet to a Calculated Point for the Northeast corner of a called 3.238 acre tract of land described as Tract 1 in said Document No. 2003105240, and the common Southeast corner of a called 25.00 acre tract of land described in a Warranty Deed to Cornelius Lee Hocker, Jr. and Patricia Ray Hocker, recorded in Document No. 2002027509 of said O.P.R.W.C.T., also being in the existing Westerly right-of-way line of said Ranch Road 2338, fi•om which a 1/2-inch rebar found, bears North 59°08' 10" East a distance of 0.41 feet; L� K:Q 1005 - CSF Nct% m.111 ROW.doc Sheet I ol'5 THENCE North 68*58117" East over and across said Ranch Road 2338, a distance of 150.01 feet to a Calculated Point in the existing Easterly right-of-way line of said Ranch Road 2338 and the common West line of a called 10.538 acre tract of land described in a Distribution Deed to Furman Tierra, LLC, recorded in Document No. 2021111542 of said O.P.R.W.C.T., from which a Texas Department of Transportation (TxDOT) Type II Concrete Monument found in the existing Easterly right-of-way line of said Ranch Road 2338 and the common West line of a called 36.658 acre tract of land described in a Correction Special Warranty Deed to Gracia Tierra, LLC, recorded in Document No. 2020126809 of said O.P.R.W.C.T., bears North 21'01'43" West a distance of 465.32 feet; THENCE South 21°01143" East with the existing Easterly right-of-way line of said Ranch Road 2338 and the common West line of said 10.538 acre tract, at a distance of 453.99 feet passing a TxDOT Aluminum cap found for the Southwest corner of said 10.538 acre tract and the common Northwest corner of the remainder of a called 91.929 acre tract of land described in a Warranty Deed to The B. Kinney Trust, recorded in Document No. 2011069273 of said O.P.R.W.C.T., continuing for a total distance of 788.06 feet to a TxDOT Type II Concrete Monument found in the existing Easterly right-of-way line of said Ranch Road 2338 and the common West line of said 91.929 acre tract; THENCE with the existing Easterly right-of-way line of said Ranch Road 2338 and the common West line of said 91.929 acre tract, along a curve to the Left having a radius of 2,466.00 feet, an arc length of 236.35 feet, a delta angle of 05129'29", and a chord which bears South 23046153" East a distance of 236.26 feet to a Calculated Point, from which a TxDOT Type II Concrete Monument found in the existing Easterly right-of-way line of said Ranch Road 2338 and the common West line of said 91.929 acre tract, bears along a curve to the Left having a radius of 2,466.00 feet, an arc length of 797.31 feet, a delta angle of 1891'30", and a chord which bears South 35°47'23" East a distance of 793.84 feet; LsI I<:`21005 -('SI' NC1101.in'l'r.ictllhscrilriiuns\('SI: Ne\1111f111 ROW.doc Shrtt2o0 THENCE South 68/3713711 West over and across said Ranch Road 2338, a distance of 161.51 feet to the POINT OF BEGINNING and containing 3.55 acres of land, more or less. This project is referenced for all bearing and coordinate basis to the Texas Coordinate System, North American Datum of 1983 (NAD83 — 2011 Adjustment), Central Zone (4203). All distances shown hereon are surface values represented in U.S. Survey Feet based on a grid -to -surface combined adjustment factor of 1.00010674. This property description was prepared from an on -the -ground survey performed under my supervision and is accompanied by a separate plat of even date. The field work was completed on August 5, 2021. Landesign Services, Inc. C.-'TRAVIS 2-v21Travis S. a r TABORRegistered Professional Land Surveyor 8State of Texas No. 6428 ot'� Job Number: 21-005 Attachments: K:\21005 - CSF Newman Tract\CAD\DWGs\CSF Newman ROW.dwg hi111':Q1005-NewmanRMV.doc Shed3uf; *SEE SHEET 5 FOR LEGEND, DETAILS, LINE AND CURVE TABLES, AND NOTES GRACIA TIERRA, LLC (36.658 ACRES) DOC. NO. 2020126809 O.P.R.W.C.T. CORNELIUS LEE HOCKER, JR. AND PATRICIA RAY HOCKER FURMAN TIERRA, LLC (25.00 ACRES) (10.538 ACRES) DOC. NO. 2002027509 DOC. NO, 2021111542 O.P.R.W.C.T. O.P.R.W.C.T. SEE DETAIL "B" SHEET 5 5gg WILLIAMSON COUNTY, TEXAS DOC, NO 2010033821 Q.P.R.W.G.T, _ y � Ll LrS p �n R MRS S ApsUR ACC 17j VEY �p THE B. KINNEY TRUST / REMAINDER (91.929 ACRES) fir-? DOC. NO. 2011069273 O.P.R.W.C.T. 3.55 ACRES GARY LEE NEWMAN AND WIFE, r� LYNNE C. NEWMANv. a A n (CALLED 40.229 ACRES) sty o,a DOC. NO, 2001070391 t� O.P.R.W.C.T. ' OF r - F ra G`SvW,q. POINT OF BEGINNING ..I. TRAVIS S. TABOR LZ �•••••••.•.............1..... SEE DETAIL ' A WILLIAMSON COUNTY, TEXAS 6428 SHEET 5 ■ (4.4136 ACRES DOC. NO. 201000 623 fgti.,S S ! ,�� O.P.R.W.C.T. v' � su�oB�T.-o Zoz� � '� FINAL PLAT OF 2 ' a' ; o' 2 0' GABRIEL'S GROVE 2 SECTION FOUR DOC. NO. 2015005110 GRAPHIC SCALE 0. .R.W.C.T. JOB NUMBER: 21-005 DATE: 08 13 2021 PROJECT NAME: CSF NEWMAN TRACT L A N E S 1 G N DRAWING NAME: CSF NEWMAN ROW DRAWING FILE PATH: SERVICES, INC. K:121005 —CSF NEWMAN TRACT\GAD/DWGS METES AND BOUNDS FILE PATH: K:/21005 - CSF NEWMAN TRACT DESCRIPTIONS 10090 W HIGHWAY 29, LIBERTY HILL, TEXAS 78642 RPLS: TST TECH: JRM IPARTY CHIEF: N/A CHK BY: HAS TBPELS FIRM NO. 10001800 SHEET 04 of 05 IFIELDBOOKS N/A SCALER 200' 512-238-7901 LEGEND +❑ TX.D.O.T. TYPE II CONCRETE MONUMENT FOUND TX.D.O.T. ALUMINUM CAP FOUND • 1/2—INCH REBAR FOUND (OR AS NOTED) O 1/2—INCH REBAR WITH CAP STAMPED "rLS" FOUND (OR AS NOTED) 0 CALCULATED POINT NOT SET GARY LEE NEWMAN AND WIFE, LYNNE C. NEWMAN O.P.R.W.C.T. OFFICIAL PUBLIC RECORDS OF TRACT 2 (4.356 ACRES) WILLIAMSON COUNTY, TEXAS DOC. NO. 2003105240 R.O.W. RIGHT—OF—WAY O.P.R.W.C.T. Curve Table Curve # Radius Length Delta Chord Bearing Chord C1 2466.00' 236.35' 5'29'29" S23' 46' 53"E 236.26' C2 2466.00' 797.31' 18'31'30" S35' 47' 23"E 793.84' Line Table Line # Direction Length L1 N68' 58' 17"E 150.01' L2 S68' 37' 37"W 161.51' L3 S21' 41' OWE 17.75' GENERAL NOTES: C3Z� L� a POINT OF �O BEGINNING { f "HAYN�2 ` ■ IE CONSULTING"j� S86'24'27"E 1 0.34' I DETAIL "A" NOT TO SCALE \ f N 59'08' 10"E 0.41' CORNELIUS LEE HOCKER, JR I AND PATRICIA RAY HOCKER (25.00 ACRES) J DOC. NO. 2002027509 O.P.R.W.C.T. GARY LEE NEWMAN AND WIFE, LYNNE C. NEWMAN TRACT 1 (3.238 ACRES) DOC. NO. 2003105240 0, P. R.W.C.T. THIS PROJECT IS REFERENCED FOR ALL BEARING AND COORDINATE BASIS TO THE TEXAS COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83 — 2011 ADJUSTMENT), CENTRAL ZONE (4203). DISTANCES AND AREAS SHOWN HEREON ARE SURFACE VALUES REPRESENTED IN U.S. SURVEY FEET BASED ON A GRID —TO —SURFACE COMBINED ADJUSTMENT FACTOR OF 1.000106741 ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (GEOID 12B). DETAIL "B" NOT TO SCALE JUd NUMUM 1I —UUa DATE: 08/13 2021 (PROJECT NAME: CSF NEWMAN TRACT �„ a D E 5 I N DRAWING NAME: CSF NEWMAN ROW DRAWING FILE PATH: SERVICES, INC. K:\21005 —CSF NEWMAN TRACT\CAD\DWGS 4 METES AND BOUNDS FILE PATH: K:\21005 — CSF NEWMAN TRACT\DESCRIPTIONS 10090 W HIGHWAY 29, LIBERTY HILL, TEXAS 78642 RPLS: TST TECH: JRM PARTY CHIEF: N A CHK BY: HAS TBPELS FIRM NO. 10001800 SHEET 05 of 05 FIELDBOOKS N/A SCALE:1 "= 200' S12-238-7901 z T IJO 11D . 5p r o• z. LEGEND t ■ 1/2—INCH REBAR FOUND (OR AS NOTED) GRAPHIC SCALE ® TX.D,O.T. TYPE III ALUMINUM DISC FOUND O 1/2" REBAR WITH CAP STAMPED "TLS" FOUND (OR AS NOTED) 0 1/2—INCH REBAR WITH CAP STAMPED "LSI SURVEY" SET CALCULATED POINT NOT SET _ \ OFFICIAL PUBLIC RECORDS OF O.P.R.W.C.T, WILLIAMSON COUNTY, TEXAS �� \\ R.O.W. RIGHT—OF—WAY APPROXIMATE LOCATION 15 WATER LINE EASEMENT 3a VOL. 979, PG. 289 �A 'Yy � D.R..R.W.C.T. �� S — A S p ORES �Ii �6 AC7 7 RVE 5 �G �o• �c ��y r � Zn \\ 000 0 P \\ Q GARY LEE NEWMAN AND �O WIFE, LYNNE C. NEWMAN y TRACT 2 4,356 ACRES W� GARY LEE NEWMAN AND WIFE DOC. NO 2op 003105240 HAYNIE m O.P.R.W.C.T. : CONSULTING LYNNE C. NEWMAN %� a P tJ�Tj (CALLED 40.229 ACRES) I S86'24'27"E DOC. N0, 2001070391 n - [� �� 0.34' o.P•R.W.C.T. � ;� z ►� POINT OF BEGINNING TLC/ GABRIELS GROVE / SQ�� RFo SECTION ONE L3 L2 DOC. NO. 2006072810 •••• ........ ...... ..........•. ..... o.P.R.w.c.T. a , TRAVIS S. TABOR $ IsILANDESIGN* SERVICES, INC 10090 W Highway 29 1 Liberty Hill, Texas 78642 TBPELS Firm No. 10001800 1 512-238-7901 office EXHIBIT " METES AND BOUNDS DESCRIPTION BEING 40.232 ACRES OF LAND, SURVEYED BY LANDESIGN SERVICES, INC., SITUATED IN THE LEWIS P. DYCHES SURVEY, ABSTRACT NO. 171 IN WILLIAMSON COUNTY, TEXAS AND BEING ALL OF A CALLED 40.229 ACRE TRACT OF LAND DESCRIBED IN A WARRANTY DEED WITH VENDOR'S LIEN TO GARY LEE NEWMAN AND WIFE, LYNNE C. NEWMAN, RECORDED IN DOCUMENT NO. 2001070391, OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, (O.P.R.W.C.T.), AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING at a Calculated point for the Northeast corner of Lot 1, FINAL PLAT OF GABRIEL'S GROVE SECTION FOUR, a subdivision of record in Document No. 2015005110, of said O.P.R.W.C.T., and the common Southeast corner of a called 4.356 acre tract of land described as Tract 2 in a Warranty Deed with Vendor's Lien to Gary Lee Newman and wife, Lynne C. Newman, recorded in Document No. 2003105240 of said O.P.R.W.C.T., also being in the existing West right-of-way line of Ranch Road 2338 (Width Varies), from which a 1/2-inch rebar with cap stamped "HAYNIE CONSULTING" found, bears South 86°24'27" East a distance of 0.34 feet, and from which a 1/2-inch rebar with cap stamped "TLS" found in the existing West right-of-way line of said Ranch Road 2338 and the common East line of said Lot 1, bears South 21°41'08" East, a distance of 17.75 feet; THENCE South 68°37'37" West with the South line of said 4.356 acre tract and the common North line of said Lot 1, a distance of 329.40 feet to a 1/2-inch rebar with cap stamped "LSI SURVEY" set for the Southwest coiner of said 4.356 acre tract and the Southeast corner of said 40.229 acre tract, and being the POINT OF BEGINNING of the herein described tract; LS1K:Q100i- 1•rocl 3 iMcK.i.doc Page10l'5 THENCE South 68°37137" West with the South line of said 40.229 acre tract and the common North line of said Lot 1, at a distance of 19.73 feet passing a 1/2-inch rebar found for the Northwest corner of said Lot 1 and the common Northeast corner of Lot 63, GABRIEL'S GROVE SECTION ONE, a subdivision of record in Document No. 2006072810, of said O.P.R.W.C.T., at a distance of 359.80 feet passing a 1/2-inch rebar found for the Northwest corner of said Lot 63 and the common Northeast corner of Lot 62, said GABRIEL'S GROVE SECTION ONE, and continuing for a total distance of 1,699.84 feet to a 1/2-inch rebar found for the Southwest corner of said 40.229 acre tract, and a common corner of Lot 49, said GABRIEL'S GROVE SECTION ONE, also being in the East line of a tract of land described in a Warranty Deed to J.T. & W.F. Atkinson Family Limited Partnership, recorded in Document No. 2001082239, of said O.P.R.W.T.C.; THENCE North 21120139" West with the West line of said 40.229 acre tract and the common East line of said J.T. & W.F. Atkinson Family Limited Partnership tract, a distance of 1,025.36 feet to a 1/2-inch rebar found for the Northwest corner of said 40.229 acre tract and the common Southwest corner of a called 10.00 acre tract of land described in a General Warranty Deed to Ralph M. Himenes and Lori A. Himenes, recorded in Document No. 2019097469 of said O.P.R.W.C.T.; THENCE North 6813811411 East with the North line of said 40.229 acre tract and the common South line of said 10.00 acre tract at a distance of 649.93 feet passing a 1/2-inch rebar with cap stamped "RPLS 1847" found for the Southeast coiner of said 10.00 acre tract and the common Southwest corner of a called 25.00 acre tract of land described in a Warranty Deed to Cornelius Lee Hocker Jr. and Patricia Ray Hocker, recorded in Document No. 2002027509 of said O.P.R.W.C.T., , continuing for a total of 1,699.50 feet to a 1/2-inch rebar found for the Northeast corner of said 40.229 acre tract and the common Northwest coiner of a called 3.238 acre tract of land described as Tract 1 in said Document No. 2003105240, also being in the South line of said 25.00 acre tract; THENCE with the West and South lines of said 3.238 acre tract and a common line of said 40.229 acre tract, the following two (2) courses and distances; 1. South 21°21'47" East a distance of 421.92 feet to a 1/2-inch rebar found for the Southwest corner of said 3.238 acre tract; and 2. North 68038113" East a distance of 333.01 feet to a 1/2-inch rebar with cap stamped "LSI SURVEY" set for the Southeast corner of said 3.238 acre tract and in the existing West right-of-way line of said Ranch Road 2338; THENCE South 21*01112" East with an East line of said 40.229 acre tract and the common existing West right-of-way line of said Ranch Road 2338, a distance of 30.00 feet to a 1/2-inch rebar with cap stamped "LSI SURVEY" set for the Northeast corner of said 4.356 acre tract; LIIC:!21Q(IS ('SP nrut Ilacl�l)cscrihlions\CtiPNct�man Irad \I&B.duc Paget THENCE with the North and West lines of said 4.356 acre tract and the common line of said 40.229 acre tract, the following two (2) courses and distances: 1. South 68*38113" West a distance of 332.83 feet to a 1/2-inch rebar with cap stamped "LSI SURVEY" set for the Northwest corner of said 4.356 acre tract; and 2. South 21121147" East a distance of 573.14 feet to the POINT OF BEGINNING and containing 40.232 acres of land, more or less. This project is referenced for all bearing and coordinate basis to the Texas Coordinate System, North American Datum of 1983 (NAD83 — 2011 Adjustment), Central Zone (4203). All distances shown hereon are surface values represented in U.S. Survey Feet based on a grid -to -surface combined adjustment factor of 1.00010674. This property description was prepared from an on -the -ground survey performed under my supervision and is accompanied by a separate plat of even date. The field work was completed on August 5, 2021. Landesign Services, Inc. ,�� c .0 F rF,l. . _ 20I j .. Travis a TRAVIS S. Tlt94R. . ,. Registered Professional Land Surveyor Q• 6428 �P State of Texas No. 6428 t�y� suRv�`!° Job Number: 20-067 Attachments: K:\21005 - CSf Ne%%,nan Tract\CAD\DWGs\CSF Newman Tract 3.dwg biK:1•21005 - ('SP Nc%\man I rict0escrihlions`,('SI: Newman I race 3 iNICKB.doc Paue 3 uf; CORNELIUS LEE HOCKER, JR 1 1 0' s i o' 2qO AND PATRICIA RAY HOCKER (25.0RES) GRAPHIC: SCALE 0 AC ' DOC. 20RES) 9 O O.P.R.W.C.T. �6�o38,�A i t a \APROXIMATE LOCATION 15 WATER LINE EASEMENT ate[] Q VOL. 979, PG. 289 �1+ rn ra iJ T D.R.W.C.T. ,�po�9• � a ,r L2� 40.232 ACRES 5 SS 1Qg1❑�4�`31 r� � a� No• GARY LEE NEWMAN AND WIFE, p00 t%O LYNNE C.NEWMAN (CALLED 40.229 ACRES) � .c UJ DOC. NO. 2001070391 WI O.P.R.W.C.T. asp � `� u] W E"PA LEWIS P. U�RACT� i SUnVEY ppl��& �G f 1� .� I 1 I 19.73'� is 9 Sit 63����J �J 62 r64 _ IGARY AND C ] y \ \ LYNNE C. NEWMAN L+� TRACT 2 (4.356 ACRES) �p HAYNIE 57 DOC. NO. 2003105240 CONSULTING 58 S86'24'27 61 ` O.P.R.W.C.T. � 1 E I " 156 GABRIELS GROVE( jq A' 0.34' 1 SECTION ONE DOC. NO. 2006072810 POINT OF TLS fI O.P.R.W.C.T. COMMENCING a / i JOB NUMBER: 21-005 DATE; 8 5 21 PROJECT NAME: CSF NEWMAN TRACT ALA N D E S I N DRAWING NAME: CSF NEWMAN TRACT 3 DRAWING FILE PATH: SERVICES, INC. K:/21005 — CSF NEWMAN TRAC CAD DWGS METES AND BOUNDS FILE PATH: K:/21005 - CSF NEWMAN TRACTIDESCRIPTIONS 10090 W HIGHWAY 29, LIBERTY HILL, TEXAS 78642 RPLS: TST TECH: JRM IPARTY CHIEF: N/A CHK BY: HAS TBPELS FIRM NO. 10001800 SHEET 04 of 05 IFIELDBOOKS N/A SCALE:1 "= 200' 512-238-7901 LEGEND I, O.P.R.W.C.T. R.O.W. 1/2—INCH REBAR FOUND (OR AS NOTED) TX.D.O.T. TYPE III ALUMINUM DISC FOUND 1/2" REBAR WITH CAP STAMPED "TLS" FOUND (OR AS NOTED) 1/2—INCH REBAR WITH CAP STAMPED "LSI SURVEY" SET CALCULATED POINT NOT SET OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS RIGHT—OF—WAY p STF''�r9 TRAVIS S. TABOR f..... q 6428 oS'2a�2o2/ I.T. & W.F. ATKINSON FAMILY LIMITED PARTNERSHIP DOC. NO. 2001082239 O,P.R.W.C.T. Line Table Line # Direction Length L1 S21' 41' 08"E 17.75' L2 S21' 01' 12"E 30.00' L3 N68' 59' 07"E 150.09' GENERAL NOTES: 0Q' 0* �91gpg� a0C.0p. �k9 g3 THIS PROJECT IS REFERENCED FOR ALL BEARING AND COORDINATE BASIS TO THE TEXAS COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83 - 2011 ADJUSTMENT), CENTRAL ZONE (4203). DISTANCES AND AREAS SHOWN HEREON ARE SURFACE VALUES REPRESENTED IN U.S. SURVEY FEET BASED ON A GRID -TO -SURFACE COMBINED ADJUSTMENT FACTOR OF 1.000106741 ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (GEOID 12B). GRAPHIC SCALE PAID WRNQp�RiC� pC� DZ 5� 40.232 ACRES GARY LEE NEWMAN AND WIFE, LYNNE C. NEWMAN (CALLED 40.229 ACRES) DOC. NO. 2001070391 O.P.R.W.C,T. LRfrIS �I,5rCII D ES S RV. RAC7' 1?j 1-A0 �6�g 8A f 56 51 � I 1 GABRIELS GROVE 49 SECTION ONE DOC. NO. 2006072810 ` O.P R.i.C./. 48 -JOB NUMBER: 21-005 1 DATE: 8 5 21 PROJECT NAME: CSF NEWMAN TRACT L A N D E! G N DRAWING NAME: CSF NEWMAN TRACT 3 DRAWING FILE PATH: SERVICES, INC. K:\21005 —CSF NEWMAN TRACT\CAD\DWGS METES AND BOUNDS FILE PATH: K:\21005 — CSF NEWMAN TRACT\DESCRIPTIONS 10090 W HIGHWAY 29, LIBERTY HILL, TEXAS 78642 RPLS: TST TECH: JRM IPARTY CHIEF: N A CHK BY: HAS TBPELS FIRM NO. 10001800 SHEET 05 of 05 FIELDSOOKS N/A SCALE: 1" = 200' 512-238-7901