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HomeMy WebLinkAboutRES 24-090RESOLUTION NO. 24-090 BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: WHEREAS, rankly Services of Southeast Texas, Inc., has agreed to convey a ten (10') foot wide Water Line Easernent to the City of Beaumont, said easement being a 0,4547-acre tract of land out of the Thomas Spear Survey, Abstract No. 50, as described in Exhibit "A," and attached hereto, to the City of Beaumont for a new facility located at 6730 Concord Road; and, WHEREAS, the City Council has considered the purpose of said conveyance and is of the opinion that the acceptance of said conveyance is necessary and desirable and that same should be accepted; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: THAT the statements and findings set out in the preamble to this resolution are hereby, in all things, approved and adopted; and THAT said above -described easement conveyed from Family Services of Southeast Texas, Inc,, be and the same is hereby, in all things, accepted. 2024. PASSED BY THE CITY COUNCIL of the City of Beaumont this the l6th day of April, - M�yor Roy West - STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS: COUNTY OF JEFFERSON § WATER LINE EASEMENT THAT, FAMILY SERVICES OF SOUTHEAST TEXAS, INC, a Texas corporation hereinafter called "GRANTOR", whether one or more, for and in Consideration of the sum of TEN AND NO/100 DOLLAR ($t0.00), and other good and valuable consideration to us in hand paid by the CITY OF BEAUMONT, a municipal corporation domiciled in Jefferson County, Texas, hereinafter called "GRANTEE", the receipt and sufficiency of which consideration is hereby acknowledged, has GRANTED, SOLD and CONVEYED, and by these presents does GRANT, SELL and CONVEY unto the CITY OF BEAUMONT, P. O. Box 3827, Beaumont, Texas 77704, Jefferson County, Texas, its successors and assigns, a perpetual, exclusive, water line easement (the "Easement") to construct, alter, and maintain waterlines and related appurtenances on the hereinafter described lands which said easement is under, over, in and across those certain tracts or parcels of laud owned by GRANTOR situated in the County of Jefferson, State of Texas, and being more particularly described in Exhibit "A", attached and made a part hereof for all purposes (the "Easement Area"). The Easement Herein granted shall be used for the purpose of placing, constructing, operating, repairing, rebuilding, replacing, relocating, and/or removing water lines and related appurtenances in the Easement Area, and, it is expressly understood and agreed that the City of Beaumont shall have the right of reasonable ingress to and egress from the Easement Area and use of the same for the purposes aforesaid; provided, however that Grantee use of the Easement and the rights appurtenant thereto shall in no event unreasonably interfere with or hinder the business operations on the Grantor's adjacent property and/or Grantor's ingress and egress thereto. Grantor reserves the right to continue to use and enjoy the surface of the Easement Area for all purposes that do not interfere with or interrupt the use or enjoyment of the Easement by Grantee for the purposes provided herein, including but not limited to the right to place surfacing materials over and across the Easement Area and to use the same for parking areas, driveways, walkways or sidewalks; provided, however, no permanent buildings may be placed on the Easement Area. Notwithstanding the foregoing, Grantee shall not be responsible for the repair and replacement of any improvements placed by Grantor within the Easement Area and the same shall be repaired and maintained by Grantor, at Grantor's sole cost and expense. The conveyance of the Easement granted herein is made by Grantor and accepted by Grantee subject to any and all existing easements, covenants, rights -of -way, conditions, restrictions, outstanding mineral interests and royalty interests, if any, in the Easement Area of record in the office of the County Cleric of the County of Jefferson (collectively, the "Permitted Exceptions"). This Easement may be amended or terminated only by the written consent of the parties hereto, or their respective successors and assigns. TO HAVE AND TO HOLD the above described easement and right-of-way unto the said CITY OF BEAUMONT, its successors and assigns forever, by, through, or under Grantor, but not otherwise, subject to the Permitted Exceptions, [Signature Page Follovvs] EXECUTED this � dayof 2024. GRANTOR: FAMILY SERVICES OF SOUTHEAST TEXAS, INC a Texas corporation "ame: Deborah Tomov : Executive Director ACKNOWLEDGMENT STATE OF TEXAS § COUNTY OF JEFFERSON § This instrument was actmowledged before me on this the day of Yy'W..V e.1'A ,, 2024, by Deborah Tomov, Executive Director for Family Services of Southeast Texas, hic., a Texas corporation. RETURN TO: City of Beaumo►►t Antoinette Hardy - Engineering P. O. Box 3827 Beaumont, TX 77704 14hunce"�'•_�. Notary Public, State of Texas cHRISSIE MOUTON :' :• My Notary ID 1;134626095 af,U ii�;Z Expires October 31, 2027 EXHIBIT "A" EXCLUSIVE WATER LINE EASEMENT DESCRIPTION OF A 0.4547 ACRE (19,808 SQ. FT.) TRACT OF LAND IN THE DANIEL EASLEY SURVEY, ABSTRACT NO.20 BEAUMONT, JEFFERSON COUNTY, TEXAS Being a 0.4547 acre (19,808 square feet) tract of land In the THOMAS SPEAR SURVEY, ABSTRACT No. 50, located in Jefferson County, Texas, and being out of that certain called "19.53 Acres" tract of land of land described In that certain Instrument to Family Services of Southeast Texas, Inc., recorded under County Clerk's File No. 2022032517 of the Official Public Records of Jefferson County, Texas, said tract being more particularly described by metes and bounds in two segments as follows: EASEMENT 1 COMMENCING at a 518" inch iron pipe found In the northeasterly right-of-way line of Concord Road, a dedicated public street, for the most westerly southeast corner of the said "19.53 Acres" tract and the most southerly corner and POINT OF BEGINNING of the said herein described tract of land, said iron pipe having a Texas State Plane Coordinate value of North 13,991,265.44' and East 3,497,304,1 V; THENCE along the northeasterly right-of-way line of said Concord Road and the southwesterly line of the said "19.53 Acres" tract, North 53 degrees 31 minutes 16 seconds West (called N 53°39'01" W) for a distance of 10.00 feet to a point marking the most westerly northwest corner of the herein described tract; THENCE North 38 degrees 49 minutes 04 seconds East for a distance of 16.78 feet to a point for corner; THENCE North 51 degrees 10 minutes 56 seconds West for a distance of 8.00 feet to a point for corner; THENCE North 38 degrees 49 minutes 04 seconds East for a distance of 10.00 feet to a point for corner; THENCE South 51 degrees 10 minutes 56 seconds East for a distance of 8.00 feet to a point for corner; Page 1 of 7 409.724.7008 3120 Central Mail Drive PoaArthur,TX77642 Engincering Surveying awceng.com F-16194 10/94049 THENCE North 38 degrees 49 minutes 04 seconds East for a distance of 243.15 feet to a point for corner, said corner being a point of curvature of a curve to the right, said curve having a central angle of 35 degrees 48 minutes 40 seconds, a radius of 80.00 feet, and a long chord of 49.19 feet which bears North 56 degrees 43 minutes 24 seconds East; THENCE along and with said curve to the right for an arc distance of 50.00 feet to a point of tangency; THENCE North 74 degrees 37 minutes 44 seconds East for a distance of 18.27 feet to a point for corner; THENCE North 16 degrees 15 minutes 56 seconds West for a distance of 8.00 feet to a point for corner; THENCE North 73 degrees 27 minutes 23 seconds East for a distance of 10.00 feet to a point for corner; THENCE South 16 degrees 15 minutes 56 seconds East for a distance of 8.00 feet to a point for corner, said corner being a point on a curve to the left, said curve having a central angle of 23 degrees 29 minutes 12 seconds, a radius of 155.50 feet, and a long chord of 63.30 feet which bears N 60 degrees 08 minutes 55 seconds East; THENCE along and with said curve to the left for an arc distance of 63.74 feet to a point of tangency; THENCE North 48 degrees 24 minutes 19 seconds East for a distance of 102.20 feet to a point for corner, said corner being a point of curvature of a curve to the left, said curve having a central angle of 02 degrees 02 minutes 11 seconds, a radius of 819.50 feet, and a long chord of 29.12 feet which bears North 47 degrees 23 minutes 14 seconds East; THENCE along and with said curve to the left for an arc distance of 29.12 feet to a point of tangency; THENCE North 46 degrees 22 minutes 08 seconds East for a distance of 138.96 feet to a point for corner marking the most easterly northeast corner of the herein described tract; THENCE South 43 degrees 34 minutes 18 seconds East for a distance of 10.00 feet to a point for corner marking the most easterly southeast corner of the herein described tract; Page 2 of 7 THENCE South 46 degrees 22 minutes 08 seconds West for a distance of 138.95 feet to a point for corner, said corner being a point of curvature of a curve to the right, said curve having a central angle of 02 degrees 02 minutes 11 seconds, a radius of 829.60 feet, and a long chord of 29.48 feet which bears South 47 degrees 23 minutes 14 seconds West; THENCE along and with said curve to the right for an arc distance of 29.48 feet to a point of tangency; THENCE South 48 degrees 24 minutes 19 seconds -West for a distance of 102.20 feet to a point for corner, said corner being a point of curvature of a curve to the right, said curve having a central angle of 26 degrees 13 minutes 25 seconds, a radius of 165.50 feet, and a long chord of 75.09 feet which bears South 61 degrees 31 minutes 08 seconds West; THENCE along and with said curve to the right for an arc distance of 75.75 feet to a point of tangency; THENCE South 74 degrees 37 minutes 44 seconds West for a distance of 20.84 feet to a point for corner, said corner being a point of curvature of a curve to the left, said curve having a central angle of 35 degrees 10 minutes 13 seconds, a radius of 70.00 feet, and a long chord of 42.30 feet which bears South 57 degrees 03 minutes 06 seconds West; THENCE along and with said curve to the left for an arc distance of 42.97 feet to an iron rod with a cap marked "FITTZ & SHIPMAN", said rod being an Interior ell corner of the said "19.53 Acres" tract; THENCE along and with the southeasterly line of the said "19.53 Acres" tract, South 38 degrees 49 minutes 04 seconds West (called S 38049'46" W) for a distance of 270.31 feet (called "270.37 feet), returning back to the POINT OF BEGINNING and CONTAINING IN AREA, 0.1601 acres (6,974 square feet), more or less. EASEMENT 2 The POINT OF BEGINNING for this tract Is located North 37 degrees 19 minutes 27 seconds East, a distance of 289.30 feet from a 5/8" Inch Iron pipe found In the northeasterly right-of-way line of Concord Road, a dedicated public street, for the most westerly southeast corner of the said "19.53 Acres" tract, said Iron pipe having a Texas State Plane Coordinate value of North 13,991,265.44' and East 3,497,304.11'; Page 3 of 7 THENCE North 37 degrees 62 minutes 16 seconds West for a distance of 74.75 feet to an angle point in the southwesterly line of the herein described tract; THENCE North 43 degrees 34 minutes 26 seconds West for a distance of 321.70 feet to a point for corner marking the most westerly northwest corner of the herein described tract; THENCE North 46 degrees 25 minutes 42 seconds East for a distance of 322.11 feet to a point for corner marking the most northerly northeast corner of the herein described tract; THENCE with the most northerly line of the herein described tract, South 88 degrees 34 minutes 18 seconds East for a distance of 71.77 feet to a point for corner marking the most northerly northwest corner of the herein described tract; THENCE with the most easterly northeast line of the herein described tract, South 43 degrees 34 minutes 18 seconds East for a distance of 386.38 feet to a point for corner marking the most easterly southeast corner of the herein described tract; THENCE South 46 degrees 22 minutes 08 seconds West for a distance of 10.00 feet to an interior ell corner of the herein described tract; THENCE North 43 degrees 34 minutes 18 seconds West for a distance of 131.76 feet to an Interior ell corner of the herein described tract; THENCE South 46 degrees 25 minutes 42 seconds West for a distance of 80.14 feet to a point for corner; THENCE North 43 degrees 34 minutes 18 seconds West for a distance of 10.00 feet to a point for corner; THENCE North 46 degrees 25 minutes 42 seconds East for a distance of 80.14 feet to an interior ell corner of the herein described tract; THENCE North 43 degrees 34 minutes 18 seconds West for a distance of 240.49 feet to a point for corner; THENCE North 88 degrees 34 minutes 18 seconds West for a distance of 63.49 feet to a point for corner; THENCE South 46 degrees 25 minutes 42 seconds West for a distance of 307.97 feet to an Interior ell corner of the herein described tract; Page 4 of 7 THENCE South 43 degrees 34 minutes 26 seconds East for a distance of 135,21 feet to an Interior ell corner of the herein described tract; THENCE North 46 degrees 25 minutes 42 seconds East for a distance of 44.02 feet to a point for corner; THENCE South 43 degrees 34 minutes 26 seconds East for a distance of 10.00 feet to a point for corner; THENCE South 46 degrees 25 minutes 42 seconds West for a distance of 44.02 feet to an Interior ell corner of the herein described tract; THENCE South 43 degrees 34 minutes 26 seconds East for a distance of 166.93 feet to a point for corner; THENCE South 37 degrees 52 minutes 16 seconds East for a distance of 76,04 feet to a point for corner, said corner being a point on a curve to the left, said curve having a central angle of 07 degrees 11 minutes 20 seconds, a radius of 80.00 feet, and a long chord of 10.03 feet which bears South 56 degrees 39 minutes 09 seconds West; THENCE along and with said curve to the left for an are distance of 10.04 feet, returning back to the POINT OF BEGINNING and CONTAINING IN AREA, 0,2946 acres (12,634 square feet), more or less. NOTE: Dimensions Indicated herein are grid dimensions determined by G.P.S. surveying based upon the Allterra Central Trimble V.R.S., Real Time Kinetic (RTK), G,P.S, network, referenced to the North American Datum of 1983 (NAD 63), Texas State Plane Coordinates, South Central Zone (4204) (SPC TXSC), and the North American Vertical Datum of 1938 (NAVD 38) with Geold Model 1€3. Coordinate and distance dimension units are U.S. Survey Feet. Ronald J, Arcen x Registered Prof lonal Land Surveyoi, No. 4572 Date Page 5 of 7 Q:\EngineoringIProjects\LAG070tSiirvey Pla(MLAG-070•COB Esml Dediceilon•i:NDesoriplion.doox � o .. RO t t tt ��ww1weel��1�w�1�swww{�ww � � � p A p � •� ��—� t tag tzx N 0 h 2 h 2 x 2 2 NVi 2 w h(nN Vt'S$ < �•d� OOOOOO®000©®®Cs�®00®00 as a w F tl w S w �3 g S qw e U+,yS z w 2s w w Lw w '� w w vl w w w le a z }je,ms� P •••' �}+�y5 �I/j � L h � ��zR ~'�giw.2�1 �'t� ti ��� � }^• xxxx nx�&8� xzxv,a-$ -z N. xcn d $ qa$�<yWiz°$ PPS .,, .•o 0000000 00000 00 0000 00 00 0 R p�g4aca 4 4 4�6 / Fi /�---------- ----- - ----- - _ ---- - _- . � I r i. I • g� / Utf 1 -— — -/--- ,-------------�� Awx-JO-1fW W 11*AW 'J,"j !Nk"tA NNOChw 1 o� �d-o _ 0 � � tl / 1 / No Text imiminiiiiiiemu�s ,0,4o,oz„ STATE OF TEXAS § COUNTY OF JEFFERSON KNOW ALL MEN BY THESE PRESENTS: WATER LINE EASEMENT THAT, FAMILY SERVICES OF SOUTHEAST TEXAS, INC, a Texas corporation hereinafter called "GRANTOR", whether one or more, for and in consideration of the sum of TEN AND NO/100 DOLLAR ($10.00), and other good and valuable -consideration to us in hand paid by the CITY OF BEAUMONT, a municipal corporation domiciled in Jefferson County, Texas, hereinafter called "GRANTEE", the receipt and sufficiency of which consideration is hereby acknowledged, has GRANTED, SOLD and CONVEYED, and by these presents does GRANT, SELL and CONVEY unto the CITY OF BEAUMONT, P. O. Box 3827, Beaumont, Texas 77704, Jefferson County, Texas, its successors and assigns, a perpetual, exclusive, water line easement (the "Easement") to construct, alter, and maintain waterlines and related appurtenances on the hereinafter described lands which said easement is under, over, in and across those certain tracts or parcels of land owned by GRANTOR situated in the County of Jefferson, State of Texas, and being more particularly described in Exhibit "A", attached and made a part hereof for all purposes (the "Easement Area"). The Easement herein granted shall be used for the purpose of placing, constructing, operating, repairing, rebuilding, replacing, relocating, and/or removing water lines and related appurtenances in the Easement Area, and, it is expressly understood and agreed that the City of Beaumont shall have the right of reasonable ingress to and egress from the Easement Area and use of the same for the purposes aforesaid; provided, however that Grantee use of the Easement and the rights appurtenant thereto shall in no event unreasonably interfere with or hinder the business operations on the Grantor's adjacent property and/or Grantor's ingress and egress thereto. Grantor reserves the right to continue to use and enjoy the surface of the Easement Area for all purposes that do not interfere with or interrupt the use or enjoyment of the Easement by Grantee for the purposes provided herein, including but not limited to the right to place surfacing materials over and across the Easement Area and to use the same for parking areas, driveways, walkways or sidewalks; provided, however, no permanent buildings may be placed on the Easement Area. Notwithstanding the foregoing, Grantee shall not be :responsible for the repair and replacement of any improvements placed by Grantor within the Easement Area and the same shall be repaired and maintained by Grantor, at Grantor's sole cost and expense. The conveyance of the Easement granted herein is made by Grantor and accepted by Grantee subject to any and all existing easements, covenants, rights -of -way, conditions, restrictions, outstanding mineral interests and royalty interests, if any, in the Easement Area of record in the office of the County Clerk of the County of Jefferson (collectively, the "Permitted Exceptions"). This Easement may be amended or terminated only by the written consent of the parties hereto, or their respective successors and. assigns. TO HAVE AND TO HOLD the above described easement and right-of-way unto the said CITY OF BEAUMONT, its successors and assigns forever, by, through, or under Grantor, but not otherwise, subject to the Permitted Exceptions. [Signature Page Follows] EXECUTED this day of L , 2024. GRANTOR: FAMILY SERVICES OF SOUTHEAST TEXAS, INC a Texas corporation, IM 'Name: Deborah Tomov Executive Director ACKNOWLEDGMENT STATE OF TEXAS COUNTY OF JEFFERSON This instrument was acknowledged before me on this they day ofTL 2024, by Deborah Tomov, Executive Director for Family Services of Southeast Texas, Inc., a Texas corporation. RETURN TO: City of Beaumont Antoinette Hardy - Engineering P. O. Box 3827 Beaumont, TX 77704 ( k , - clto �'YL Notary Public, State of Texas � Y.Pyg CMRISSIE M UTON My Notary ID # 134626895 '.. 2027 9TF' i Expires october 31, Of EXHIBIT "A" EXCLUSIVE WATER LINE EASEMENT DESCRIPTION OF A 0.4547 ACRE (19,808 SQ. FT.) TRACT OF LAND IN THE DANIEL EASLEY SURVEY, ABSTRACT NO. 20 BEAUMONT, JEFFERSON COUNTY, TEXAS Being a 0.4547 acre (19,808 square feet) tract of land in the THOMAS SPEAR SURVEY, ABSTRACT No. 50, located in Jefferson County, Texas, and being out of that certain called "19.53 Acres" tract of land of land described in that certain instrument to Family Services of Southeast Texas, Inc., recorded under County Clerk's File No. 2022032517 of the Official Public Records of Jefferson County, Texas, said tract being more particularly described by metes and bounds in two segments as follows: EASEMENT 1 COMMENCING at a 518" inch iron pipe found in the northeasterly right-of-way line of Concord Road, a dedicated public street, for the most westerly southeast corner of the said "19.53 Acres" tract and the most southerly corner and POINT OF BEGINNING of the said herein described tract of land, said iron pipe having a Texas State Plane Coordinate value of North 13,991,265.44' and East 3,497,304.1 V; THENCE along the northeasterly right-of-way line of said Concord Road and the southwesterly line of the said "19.53 Acres" tract, North 53 degrees 31 minutes 16 seconds West (called N 53°39'01" W) for a distance of 10.00 feet to a point marking the most westerly northwest corner of the herein described tract; THENCE North 38 degrees 49 minutes 04 seconds East for a distance of 16.78 feet to a point for corner; THENCE North 51 degrees 10 minutes 56 seconds West for a distance of 8.00 feet to a point for corner; THENCE North 38 degrees 49 minutes 04 seconds East for a distance of 10.00 feet to a point for corner; THENCE South 51 degrees 10 minutes 56 seconds East for a distance of 8.00 feet to a point for corner; Page 1 of 7 409,724,7888 3120 Central Mall Drive Port Arthur,-FX 77642 awcengxom Engineering Surveying P-16194 10194049 THENCE North 38 degrees 49 minutes 04 seconds East for a distance of 243.15 feet to a point for corner, said corner being a point of curvature of a curve to the right, said curve having a central angle of 35 degrees 48 minutes 40 seconds, a radius of 80,00 feet, and a long chord of 49.19 feet which bears North 56 degrees 43 minutes 24 seconds East; THENCE along and with said curve to the right for an arc distance of 50.00 feet to a point of tangency; THENCE North 74 degrees 37 minutes 44 seconds East for a distance of 18.27 feet to a point for corner; THENCE North 16 degrees 15 minutes 56 seconds West for a distance of 8.00 feet to a point for corner; THENCE North 73 degrees 27 minutes 23 seconds East for a distance of 10.00 feet to a point for corner; THENCE South 16 degrees 15 minutes 56 seconds East for a distance of 8.00 feet to a point for corner, said corner being a point on a curve to the left, said curve having a central angle of 23 degrees 29 minutes 12 seconds, a radius of 155.50 feet, and a long chord of 63.30 feet which bears N 60 degrees 08 minutes 55 seconds East; THENCE along and with said curve to the left for an arc distance of 63.74 feet to a point of tangency; THENCE North 48 degrees 24 minutes 19 seconds East for a distance of 102.20 feet to a point for corner,.said corner being a point of curvature of a curve to the left, said curve having a central angle of 02 degrees 02 minutes 11 seconds, a radius of 819.50 feet, and a long chord of 29.12 feet which bears North 47 degrees 23 minutes 14 seconds East; THENCE along and with said curve to the left for an arc distance of 29.12 feet to a point of tangency; THENCE North 46 degrees 22 minutes 08 seconds East for a distance of 138.96 feet to a point for corner marking the most easterly northeast corner of the herein described tract; THENCE South 43 degrees 34 minutes 18 seconds East for a distance of 10,00 feet to a point for corner marking the most easterly southeast corner of the herein described tract; Page 2 of 7 THENCE South 46 degrees 22 minutes 08 seconds West for a distance of 138.95 feet to a point for corner, said corner being a point of curvature of a curve to the right, said curve having a central angle of 02 degrees 02 minutes 11 seconds, a radius of 829.50 feet, and a long chord of 29.48 feet which bears South 47 degrees 23 minutes 14 seconds West; THENCE along and with said curve to the right for an arc distance of 29.48 feet to a point of tangency; THENCE South 48 degrees 24 minutes 19 seconds West for a distance of 102.20 feet to a point for corner, said corner being a point of curvature of a curve to the right, said curve having a central angle of 26 degrees 13 minutes 25 seconds, a radius of 165.50 feet, and a long chord of 75.09 feet which bears South 61 degrees 31 minutes 08 seconds West; THENCE along and with said curve to the right for an arc distance of 75.75 feet to a point of tangency; THENCE South 74 degrees 37 minutes 44 seconds West for a distance of 20.84 feet to a point for corner, said corner being a point of curvature of a curve to the left, said curve having a central angle of 35 degrees 10 minutes 13 seconds, a radius of 70.00 feet, and a long chord of 42.30 feet which bears South 57 degrees 03 minutes 06 seconds West; THENCE along and with said curve to the left for an arc distance of 42.97 feet to an iron rod with a cap marked "FITTZ & SHIPMAN", said rod being an interior ell corner of the said "19.53 Acres" tract; THENCE along and with the southeasterly line of the said "19.53 Acres" tract, South 38 degrees 49 minutes 04 seconds West (called S 38°49'46" W) for a distance of 270.31 feet (called "270.37 feet), returning back to the POINT OF BEGINNING and CONTAINING IN AREA, 0.1601 acres (6,974 square feet), more or less. EASEMENT 2 The POINT OF BEGINNING for this tract is located North 37 degrees 19 minutes 27 seconds East, a distance of 289.30 feet from a 5i8" inch iron pipe found in the northeasterly right-of-way line of Concord Road, a dedicated public street, for the most westerly southeast corner of the said "19.53. Acres" tract, said iron pipe having a Texas State Plane Coordinate value of North 13,991,265.44' and East 3,497,304.11'; Page 3 of 7 THENCE North 37 degrees 52 minutes 16 seconds West for a distance of 74.75 feet to an angle point in the southwesterly line of the herein described tract; THENCE North 43 degrees 34 minutes 26 seconds West for a distance of 321.70 feet to a point for corner marking the most westerly northwest corner of the herein described tract; THENCE North 46 degrees 25 minutes 42 seconds East for a distance of 322.11 feet to a point for corner marking the most northerly northeast corner of the herein described tract; THENCE with the most northerly line of the herein described tract, South 88 degrees 34 minutes 18 seconds East for a distance of 71.77 feet to a point for corner marking the most northerly northwest corner of the herein described tract; THENCE with the most easterly northeast line of the herein described tract, South 43 degrees 34 minutes 18 seconds East for a distance of 386.38 feet to a point for corner marking the most easterly southeast corner of the herein described tract; THENCE South 46 degrees 22 minutes 08 seconds West for a distance of 10.00 feet to an interior ell corner of the herein described tract; THENCE North 43 degrees 34 minutes 18 seconds West for a distance of 131.76 feet to an interior ell corner of the herein described tract; THENCE South 46 degrees 25 minutes 42 seconds West for a distance of 80.14 feet to a point for corner; THENCE North 43 degrees 34 minutes 18 seconds West for a distance of 10.00 feet to a point for corner; THENCE North 46 degrees 25 minutes 42 seconds East for a distance of 80.14 feet to an interior ell corner of the herein described tract; THENCE North 43 degrees 34 minutes 18 seconds West for a distance of 240.49 feet to a point for corner; THENCE North 88 degrees 34 minutes 18 seconds West for a distance of 63,49 feet to a point for corner; THENCE South 46 degrees 25 minutes 42 seconds West for a distance of 307,97 feet to an interior ell corner of the herein described tract; Page 4of7 THENCE South 43 degrees 34 minutes 26 seconds East for a distance of 136.21 feet to an interior ell corner of the herein described tract; THENCE North 46 degrees 25 minutes 42 seconds East for a distance of 44.02 feet to a point for corner; THENCE South 43 degrees 34 minutes 26 seconds East for a distance of 10.00 feet to a point for corner; THENCE South 46 degrees 25 minutes 42 seconds West for a distance of 44.02 feet to an Interior ell corner of the herein described tract; THENCE South 43 degrees 34 minutes 26 seconds East for a distance of 166.98 feet to a point for corner; THENCE South 37 degrees 52 minutes 16 seconds East for a distance of 76.04 feet to a point for corner, said corner being a point on a curve to the left, said curve having a central angle of 07 degrees 11 minutes 20 seconds, a radius of 80.00 feet, and a long chord of 10.03 feet which bears South 56 degrees 39 minutes 09 seconds West; THENCE along and with said curve to the left for an are distance of 10.04 feet, returning back to the POINT OF BEGINNING and CONTAINING IN AREA, 0.2946 acres (12,834 square feet), more or less, NOTE: Dimensions indicated herein are grid dimensions determined by G.P.S. surveying based upon the Allterra Central Trimble V.R.S., Real Time Kinetic (RTK), G.P.S, network, referenced to the North American Datum of 1983 (NAD 83), Texas State Plane Coordinates, South Central Zone (4204) (SPC TXSC), and the North American Vertical Datum of 1988 (NAVD 88) with Geold Model 18. Coordinate and distance dimension units are U.S. Survey Feet. Ronald J. Arcen a� x Registered Prof Tonal Land Surveyot,No, 4572 Date Page 5 of 7 0:lEngineeringIProjects%LAG-070\Survey Ptats\LAG-070-COH Esmt Deftailon-FWascription.doex 4- A u c �io3 oilZa�`da 3�li 1[ {� PA�t7 p ��z w L4 ILJI P r a 0 r "7 � n � O M W � � t�•F �6 M � F � � � h � � V' Iey b N Y � W �[ Hug n WUY zzw 0" 2 1n nz z z z(4zrH �o uW1y �C=�®©QQ®C1�C�OCg1C�Om®QO00 b o yp it � � iy yi ai � w •- w 3 '.� p t _ ' Dy1, �••, C4 O`h !h "MIN piS wg�i�: v,•�i°j% a x x z H x vxtl< x x z y �ad� z ���� z H an SS< y �iE�< h aaci� y` ��`4? •• ia: 04" 0000000 00000 ©o o�©o o© oo © ��N e�o9 44e�q�`°� PSG. Q a [ ^ G I ET _ __ -s---�---- ' ------------------- Otto- 1 AVM lO Jl'f„YH 'W f1YGl�7f QlY9/d Ap'NA mAtMM'Re' �� i b I .9 AWE LANE q MLDWOOD DR W 00 pLAND ACRES I ADA LANE NfY1' : 2�0 Q: 287 Y j 69 $ PAKAME I K4LL LOCATION MAP poQi:A.-- Np Family Services of Southeast Texas 6730 Concord Road • Beaumont, TX 77713 A Page 7 of 7 PRFPARFD SY: FILED AND RECORDED OFFICIAL PUBLIC RECORDS Roxanne Acosta-Hellberg, County Clerk Jefferson County, Texas April 19, 2024 12:58:08 PM FEE: $61.00 2024010274