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HomeMy WebLinkAboutRES 13-021RESOLUTION NO. 13 -021 WHEREAS, Housing Authority of the City of Beaumont has agreed to convey a ten (10) foot wide exclusive water line easement, said easement being a 0.316 acre tract out of Azure Pointe Apartments, a Minor Plat of 12.31 acres of land out of and part of a 131.467 acre tract situated in the W.B. Dyches Survey, Abstract 17, located at 6355 Chinn Lane, as described in Exhibit "A" and shown on Exhibit "B," attached hereto, to the City of Beaumont for the purpose of placing, constructing, operating, repairing, rebuilding, relocating and /or removing water lines and appurtenances to facilitate the development of new apartments; 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 the easement conveyed by Housing Authority of the City of Beaumont, as described in Exhibit "A" and shown on Exhibit "B," be and the same is hereby, in all things, accepted for the stated purposes. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 29th day of January, 2013. /hZ-4 IA'11111� a or Becky Ames - STATE OF 'TEXAS X COUNTY OF JEFFERSON X KNOW ALL MEN BY THESE PRESENTS: WATER LINE EASEMENT THAT, HOUSING AUTHORITY OF THE CITY OF BEAUMONT, of the County of Jefferson, State of Texas hereinafter called "GRANTOR ", whether one or more, for and in consideration of the sum of ONE AND N01100 DOLLAR ($1.00), 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, Jet%rson County, Texas, its successors and assigns, a Water Line Easement and the exclusive right to construct, alter, and maintain said waterlines and 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 herein granted shall be used for the purpose of placing, constructing, operating, repairing, rebuilding, replacing, relocating, and/or removing water lines and appurtenances, and the following rights are also hereby conveyed collectively, the "Easement Rights ". It is expressly understood and agreed that the City of Beaumont shall have the right of ingress to and egress from the tracts of land hereinbefore described and use of the same for the purposes aforesaid, and giving said City the right and privilege to improve, maintain and operate the same as permitted by law. EXHIBIT "A" GRANTOR agrees not to place any structures or appurtenances within the Easement Property that will interfere with Grantee's ability to exercise the Easement Rights. Grantee shall not be responsible for the repair and replacement of any paving or other structures within the Easement Property. TO HAVE AND TO HOLD the above described easement and right- of-way unto the said CITY OF BEAUMONT, its successors and assigns forever. EXECUTED this day of , 2013. GRANTOR: HOUSING AUTHORITY OF THE CITY OF BEAUMONT Lo Printed Name: Robert L. Reyna Title: Executive Director ACKNOWLEDGMENT STATE OF TEXAS X COUNTY OF JEFFERSON X BEFORE ME, the undersigned authority, on this day personally appeared ROBERT REYNA as EXECUTIVE DIRECTOR of HOUSING AUTHORITY OF THE CITY OF BEAUMONT, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act of such corporation for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this day of 2013. Notary Public, State of Texas RETURN TO: City of Beaumont .Antoinette Lardy - Engineering P. O. Box 3827 Beaumont, TX 77704 , "Reco gnizing the iandr?)& .s of file past- setting our foresight beards thefuture with Advanced Gecspadat Te6ii0 gy' LAND SURVEYORS, INC. Richard L. VJorihey, RPLS I.L. Shiis, 3r., RPLS Michael D. MCGUinness, RPLS, CHS EXHIBIT "A„ Greciory S. Kays, RPLS Pagel o£4 December 20, 2012 Revised January 8, 2013 Revised January 22, 2013 Surveyor's Field Note Description: 0.316 Acre Exclusive City Water Line Easement BEING a 0.316 acre (13762.86 square feet) tract of land (Exclusive City Water Line Easement) out of and a part of that certain Azure Pointe Apartments called 12.31 acre tract of land, more fully described as Tract A in a Minor Plat of 12.31 acres recorded in Clerk's File No. 2012016502 of the Official Public Records of Jefferson County, Texas. Said 0.316 acre (13762.86 square feet) tract of land (Exclusive City Water Line Easement) being situated in the W. B. Dyches Survey, Abstract No. 17, Jefferson County, Texas and being more particularly described as follows: COMMENCING at a 1/2 inch iron rod found at the Northwest corner of said 12.31 acre tract, same being the Northeast corner of that certain called 2.00 acre tract of land more fully described in said Clerk's File No. 2012016502 of said Official Public Records and being in the South right - of -way line of Chinn Road (public right -of -way); Thence North 76 deg. 17 rein. 34 sec. East along and with the North line of said 12.31 acre tract, same being the South line of said Chinn Road, a distance of 49.24 feet to a 1/2 inch iron rod found for the begiming of a curve to the right; Thence in a Northeasterly direction continuing along and with the North line of said 12.31 acre tract, same being the South line of said Chinn Road and said curve to the right, having a radius of 873.54 feet, a chord bearing of North 79 deg. 06 ruin. 25 sec. East, a chord length of 89.21 feet, a delta angle of 05 deg. 51 min. 13 sec. and an arc distance of 89.25 to the POINT OF BEGINNING of the tract of land herein described; THENCE continuing in a Northeasterly direction along and with the North line of said 12.31 acre tract, same being the South line of said Chinn Road and said curve to the right, having a radius of 873.54 feet, a chord bearing of North 82 deg. 21 min. 49 sec. East, a chord length of 10.06 feet, a delta angle of 00 deg. 39 min. 35 sec. and an are distance of 10.06 to a point for corner; THENCE along and with the herein described tract the following course and distances: South 13 deg. 43 min. 18 sec. East, a distance of 85.14 feet to a point for corner; North 76 deg. 16 rein. 42 sec. East, a distance of 14.00 feet to a point for corner; South 13 deg. 43 min. 18 sec. East, a distance of 5.00 feet to a point for corner; South 76 deg. 16 min. 42 sec. West, a distance of 14.00 feet to a point for corner; Corporate Office: 1480 Cornerstone Court Beaumont, Texas 77706 Tel: 409.866.9769 Fax: 409.866.7075 www.worLech.com ♦ r ECH LAND SURVEYORS, INC. EXHIBIT "A", Page 2 of 4 0.316 Acre Exclusive City Water Line Easement South 13 deg. 43 min. 18 sec. East, a distance of 67.54 feet to a point for corner; North 82 deg. 17 min. 08 sec. East, a distance of 123.63 feet to a point for corner; South 07 deg. 42 min. 52 sec. East, a distance of 10.00 feet to a point for corner, South 82 deg. 17 min. 08 sec. West, a distance of 47.91 feet to a point for corner, South 07 deg. 42 inin. 52 sec. East, a distance of 11.32 feet to a point for corner; South 82 deg. 17 min. 08 sec. West, a distance of 5.00 feet to a point for corner; North 07 deg. 42 min. 52 sec. West, a distance of 11.32 feet to a point for corner; South 82 deg. 17 min. 08 sec. West, a distance of 69.67 feet to a point for corner; South 13 deg. 43 min. 18 sec. East, a distance of 225.53 feet to a point for coiner; South 85 deg. 16 min. 36 sec. East, a distance of 226.04 feet to a point for corner; North 19 deg. 10 min. 55 sec. East, a distance of 85.63 feet to a point for corner; North 70 deg. 49 min. 05 sec. West, a distance of 20.01 feet to a point for coiner; North 19 deg. 10 min. 55 sec. East, a distance of 5.00 feet to a point for corner; South 70 deg. 49 min. 05 sec. East, a distance of 20.01 feet to a point for corner; North 19 deg. 10 min. 55 sec. East, a distance of 273.75 feet to a point for coiner in the North line of said 12.31 acre tract, same being the South line of said Chinn Road, and being in a non - tangent curve to the right; THENCE in a Southeasterly direction along and with the North line of said 12.31 acre tract, same being the South line of said Chinn Road and said curve to the right, having a radius of 873.54 feet, a chord bearing of South 67 deg. 40 min. 30 sec. East, a chord length of 10.02 feet, a delta angle of 00 deg. 39 min. 25 sec. and an arc distance of 10.02 feet to a point for corner; THENCE along and with the herein described tract the following course and distances: South 19 deg. 10 min. 55 sec. West, a distance of 324.79 feet to a point for corner; South 70 deg. 49 ruin. 05 sec. East, a distance of 51.01 feet to a point for coiner; South 19 deg. 10 min. 55 sec. West, a distance of 5.00 feet to a point for corner; North 70 deg. 49 rain. 05 sec. West, a distance of 51.01 feet to a point for corner; South 19 deg. 10 min. 55 sec. West, a distance of 31.47 feet to a point for corner; South 85 deg. 16 rain. 36 sec. East, a distance of 148.67 feet to a point for corner; South 04 deg. 43 min. 24 sec. West, a distance of 10.00 feet to a point for corner; North 85 deg. 16 min. 36 sec. West, a distance of 208.96 feet to a point for corner; South 04 deg. 43 min. 24 sec. West, a distance of 61.50 feet to a point for corner; North 85 deg. 16 min. 36 sec. West, a distance of 5.00 feet to a point for corner; North 04 deg. 43 min. 24 sec. East, a distance of 61.50 feet to a point for corner; North 85 deg. 16 min. 36 sec. West, a distance of 178.28 feet to a point for corner; North 13 deg. 43 min. 18 sec. West, a distance of 158.45 feet to a point for corner; South 76 deg. 16 min. 42 sec. West, a distance of 50.76 feet to a point for corner; V v 4PRl ECH LAND SURVEYORS, INC. EXHIBIT "A" Page 3 of 4 0.316 Acre Exclusive City Water Line Easement North 13 deg. 43 min. 18 sec. West, a distance of 5.00 feet to a point for corner; North 76 deg. 16 inin. 42 sec. East, a distance of 50.76 feet to a point for comer; North 13 deg. 43 min. 18 sec. West, a distance of 238.08 feet to the PLACE OF BEGINNING, containing 0.316 acre (13762.86 square feet) of land, more or less. (This description is based upon a survey made on the ground under my direct supervision on July 18, 2012 and is being submitted along with a survey plat showing the property and facts found as described herein. All bearings are based upon the Texas Coordinate System of 1983, South Central Zone `4204' (U.S. Survey Foot). All distances and acreages are surface with a combined adjustment factor of 1.00007 applied.) fo� T� �0 i RO stered Professional Land Su eyor v7vilgL' SIMS, JR . 4599 '.�s SUt�� N Vicinity Map Not to Scale Water Line Easement F,d 117 1649 4 "r- 1. Rod C4 F� 1l7 00 Essemetlnet 0 W 81e1 vine sesetnent 7_00 es c6N� 1ZO 602 6'•f 0.p,Rac• N L w, H m Fnd1t7 f4 t.Rod caned 3.22 6Aa&I 'Q awd- "'dvg 100 .WORZ ''61 SOW5 Abbreviations M.R.J.C. Map Records Jefferson County O.P.R.J.C. Official Public Records Jefferson County Fnd Found I. Iron EXHIBIT "A" Page 4 of 4 Exclusive City Water Line Easement Chinn Road (Public Rlght•oi -way) N in*rE 0' S0' 100' 2110' seats: V -100' Exclusive City Water Line Easement 13762.86 Sq. FL Le 0.316 Acre 12 r °° L 1.10 � �UrveY W' Past a i Azure Pointe Apartments w Mltmr Plat Tract A Called 12.31 Acres L7 C.F, No.2012016502 JL98 O.P.R.J.C. L14 J r� 131 c CO R�L5674�og 6 Gaged y007� Gp,NOQR JG. bare. TWA Nate : All Bearings are referenced to the Texas Coordinate System of 1983 (CORS), South Zons'4204' (US Survey Foot). All distances and aemages are surface with a combined adjustment factor of 1.00007 applied. SUBMITTING INFORMATION: NRP Contractors, LLC 200 Concord Plaza Ddve, Suite 900 San Antonio, Texas 78216 Donovan SlWan, PM 419.575 -2080 Line t able LINE RADR1$ ARG LEN6TN CItORO LENGTH BEARING QELTA ANGLE E-11 873.54 873.54' 713.7E 10.05' 596.x' 10.05' stta'26'u'e NI#'21'49'E 4$•4659' 00'3535' L4 573.56' 10.[17 1004' 957'48'90" E p0'a9'25' L6 877.54• 59 ?.5' 892P MWW26E 05.51113' Nate : All Bearings are referenced to the Texas Coordinate System of 1983 (CORS), South Zons'4204' (US Survey Foot). All distances and aemages are surface with a combined adjustment factor of 1.00007 applied. SUBMITTING INFORMATION: NRP Contractors, LLC 200 Concord Plaza Ddve, Suite 900 San Antonio, Texas 78216 Donovan SlWan, PM 419.575 -2080 Line t able LINE BEARING I3tSTANCE L7 813'43'tB'E 88.14' LZ N79'18Y2'E 11.00' L3 SIr43'181 8.98• L4 f378'1542'W 14.00' LS S7S'43'18e 8754 L6 N82'I7OSE 12343' L7 SOT4Z52'E 50.06' LB S82'171M'W 17,91' L9 S07142WT t1.a7 L10 884'1796'W SAO' Lit N87'47sm 11.37 L12 SWI7V" BOA? L13 813.43'16'E 228.59' L14 8&9'S5a5'E 22&04• Lis N19'1055'E 85.83' 06 N 4490SYr 20.01' LIT NiD'iD•SS'E 5.Oir Lt8 870'49WE 20.01' IUNE BEAFBftG RN QIST•ANCE L19 9'10•SS•E 273,75' L20 S19'10'S5`W 324.79• L21 870.4908'E $1.01' L22 s19•w0ww 5,001 51.01' a1,Ir WN" 10.00' L27 roe5`i5as'w 2oe.95 L29 804Y524'W 8L85 L29 N(5t'1535'W 5.05 Lap N01.4324'B 51.50' L31 N88'16361N 17825 L32 Nt3.4a'16'W 158.45 L33 $76'1642'W 50.75 L91 N13'43'18'W 5 L35 N7p'1542'E 50.76' Las f4Ir4TIS'W 1 236.05 NE: conOdantlal and hU ded enter for the use of the Indlvidual or WAY For whom INS work was dings and opinlens of WORTECH Land Surwyurs, Inc reflected hentin are privileged, d. It Is understood thol the use d, mitama on, or raproductlon of same, In whole or In part, by others WWWut the express wdhan consent of WORTECH Land Surveyors, lac. Is Prohibited And without warranty, express or Implied. WORTECH Land $Urveyors, I= Shall tre hold harmless against any damagoa or expenses resukkq kom sLkh unauthorized ux, e or reproduction. Copyright 2012, AN rights reserved. : 2012 -055 edsed,fawary 22,26013 O0k: 77am / ._ Plat Showing Date: V1TR TECH ,Q T EXHIBIT 1tB" Waterline Easement out of Azure Pointe Apartments Called 12.31 Acre Tract W. S. Dyches Survey, Abstract No. 17 Jefferson County, Texas Surveyed July 18, 2012 Field Note Description Attached To This Plat IIiIINIIIIIIIIIIIIiIIIIIIIIhIIIIN 11111 illll1 ,APES 2013603386 STATE OF TEXAS X KNOW ALL MEN BY THESE PRESENTS: COUNTY OF JEFFERSON X WATER LINE EASEMENT THAT, HOUSING AUTHORITY OF THE CITY OF BEAUMONT, of the County of Jefferson, State of Texas hereinafter called "GRANTOR ", whether one or more, for and in consideration of the sum of ONE AND NO /100 DOLLAR ($1.00), 4nd 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 Water Line Easement and the exclusive right to constrict, alter, and maintain said waterlines and 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 herein granted shall be used for the purpose of placing, constructing, operating, repairing, rebuilding, replacing, relocating, and/or removing water limes and appurtenances, and the following rights are also hereby conveyed collectively, the "Easement Rights ". It is expressly understood and agreed that the City of Beaumont shall have the right of ingress to and egress from the tracts of land hereinbefore described and use of the same for the purposes aforesaid, and giving said City the right and privilege to improve, maintain and operate the same as permitted by law. GRANTOR agrees not to place any structures or appurtenances within the Easement Property that will interfere with Grantee's ability to exercise the Easement Rights. Grantee shall not be responsible for the repair and replacement of any paving or other structures within the Easement Property. TO HAVE AND TO HOLD the above described easement and right -of -way unto the said CITY OF BEAUMONT, its successors and assigns forever. EXECUTED this day of 2013. Robert L. Rema Title: Executive Director ACKNOWLEDGMENT STATE OF TEXAS X COUNTY OF JEFFERSON X BEFORE ME, the undersigned authority, on this day personally appeared. ROBERT REYNA as EXECUTIVE DIRECTOR of HOUSING AUTHORITY OF THE CITY OF BEAUMONT, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act of such corporation for the purposes and consideration therein expressed and in the capacity therein stated. G _ MY HAND AND SE OF OFFICE, this �Lrhday of Calm, 2013. KAREN STEWARD My Commission Expires T -1 March 30, 2015 11 J J Notary Public, State of Texas RETURN TO: City of Beaumont Antoinette Hardy - Engineering P. O. Box 3827 Beaumont, TX 77704 W,-j RT E C H "Recognizing the landmarks of the past... setting our foresight towards the future with Advanced Geospatiai Technology' LAND SURVEYORS, INC. Richard L. Worthey, RPLS J.L. Sims, Jr., RPLS Michael D. McGuinness, RPLS, CHS EXHIBIT "A" Gregory S. Kays, RPLS Page 1 of 4 December 20, 2012 Revised January 8, 2013 Revised January 22, 2013 Surveyor's Field Note Description: 0.316 Acre Exclusive City Water Line Easement BEING a 0.316 acre (13762.86 square feet) tract of land (Exclusive City Water Line Easement) out of and a part of that certain Azure Pointe Apartments called 12.31 acre tract of land, more fully described as Tract A in a Minor Plat of 12.31 acres recorded in Clerk's File No. 2012016502 of the Official Public Records of Jefferson County, Texas. Said 0.316 acre (13762.86 square feet) tract of land (Exclusive City Water Line Easement) being situated in the W. B. Dyches Survey, Abstract No. 17, Jefferson County, Texas and being more particularly described as follows: COMMENCING at a 1/2 inch iron rod found at the Northwest comer of said 12.31 acre tract, same being the Northeast corner of that certain called 2.00 acre tract of land more fully described in said Clerk's File No. 2012016502 of said Official Public Records and being in the South right - of -way line of Chinn Road (public right -of -way); Thence North 76 deg. 17 min. 34 sec. East along and with the North line of said 12.31 acre tract, same being the South line of said Chinn Road, a distance of 49.24 feet to a 1/2 inch iron rod found for the beginning of a curve to the right; Thence in a Northeasterly direction continuing along and with the North line of said 12.31 acre tract, same being the South line of said Chinn Road and said curve to the right, having a radius of 873.54 feet, a chord bearing of North 79 deg. 06 min. 25 sec. East, a chord length of 89.21 feet, a delta angle of 05 deg. 51 min. 13 sec. and an arc distance of 89.25 to the POINT OF BEGINNING of the tract of land herein described; THENCE continuing in a Northeasterly direction along and with the North line of said 12.31 acre tract, same being the South line of said Chinn Road and said curve to the right, having a radius of 873.54 feet, a chord bearing of North 82 deg. 21 min. 49 sec. East, a chord length of 10.06 feet, a delta angle of 00 deg. 39 min. 35 sec. and an arc distance of 10.06 to a point for corner; THENCE along and with the herein described tract the following course and distances: South 13 deg. 43 min. 18 sec. East, a distance of 85.14 feet to a point for corner; North 76 deg. 16 min. 42 sec. East, a distance of 14.00 feet to a point for corner; South 13 deg. 43 min. 18 sec. East, a distance of 5.00 feet to a point for corner; South 76 deg. 16 min. 42 sec. West, a distance of 14.00 feet to a point for corner; Corporate Office: 1480 Cornerstone Court Beaumont, Texas 77706 Tel: 409.866.9769 Fax: 409.866.7075 www.wortech.com W4 RTECH LAND SURVEYORS, INC. EXHIBIT "A" Page 2 of 4 0.316 Acre Exclusive City Water Line Easement South 13 deg. 43 min. 18 sec. East, a distance of 67.54 feet to a point for corner; North 82 deg. 17 min. 08 sec. East, a distance of 123.63 feet to a point for corner; South 07 deg. 42 min. 52 sec. East, a distance of 10.00 feet to a point for corner; South 82 deg. 17 min. 08 sec. West, a distance of 47.91 feet to a point for comer; South 07 deg. 42 min. 52 sec. East, a distance of 11.32 feet to a point for corner; South 82 deg. 17 min. 08 sec. West, a distance of 5.00 feet to a point for corner; North 07 deg. 42 min. 52 sec. West, a distance of 11.32 feet to a point for corner; South 82 deg. 17 min. 08 sec. West, a distance of 69.67 feet to a point for corner; South 13 deg. 43 min. 18 sec. East, a distance of 225.53 feet to a point for corner; South 85 deg. 16 min. 36 sec. East, a distance of 226.04 feet to a point for corner; North 19 deg. 10 min. 55 sec. East, a distance of 85.63 feet to a point for corner; North 70 deg. 49 min. 05 sec. West, a distance of 20.01 feet to a point for corner; North 19 deg. 10 min. 55 sec. East, a distance of 5.00 feet to a point for corner; South 70 deg. 49 min. 05 sec. East, a distance of 20.01 feet to a point for corner; North 19 deg. 10 min. 55 sec. East, a distance of 273.75 feet to a point for corner in the North line of said 12.31 acre tract, same being the South line of said Chinn Road, and being in a non - tangent curve to the right; THENCE in a Southeasterly direction along and with the North line of said 12.31 acre tract, same being the South line of said Chinn Road and said curve to the right, having a radius of 873.54 feet, a chord bearing of South 67 deg. 40 min. 30 sec. East, a chord length of 10.02 feet, a delta angle of 00 deg. 39 min. 25 sec. and an arc distance of 10.02 feet to a point for corner; THENCE along and with the herein described tract the following course and distances: South 19 deg. 10 min. 55 sec. West, a distance of 324.79 feet to a point for corner; South 70 deg. 49 min. 05 sec. East, a distance of 51.01 feet to a point for comer; South 19 deg. 10 min. 55 sec. West, a distance of 5.00 feet to a point for corner; North 70 deg. 49 min. 05 sec. West, a distance of 5 1. 01 feet to a point for corner; South 19 deg. 10 min. 55 sec. West, a distance of 31.47 feet to a point for corner; South 85 deg. 16 min. 36 sec. East, a distance of 148.67 feet to a point for corner; South 04 deg. 43 min. 24 sec. West, a distance of 10.00 feet to a point for corner; North 85 deg. 16 min. 36 sec. West, a distance of 208.96 feet to a point for corner; South 04 deg. 43 min. 24 sec. West, a distance of 61.50 feet to a point for corner; North 85 deg. 16 min. 36 sec. West, a distance of 5.00 feet to a point for corner; North 04 deg. 43 min. 24 sec. East, a distance of 61.50 feet to a point for corner; North 85 deg. 16 min. 36 sec. West, a distance of 178.28 feet to a point for corner; North 13 deg. 43 min. 18 sec. West, a distance of 158.45 feet to a point for corner; South 76 deg. 16 min. 42 sec. West, a distance of 50.76 feet to a point for corner; W4-jy-'RTECH LAND SURVEYORS, INC. EXHIBIT "A" Page 3 of 4 0.316 Acre Exclusive City Water Line Easement North 13 deg. 43 min. 18 sec. West, a distance of 5.00 feet to a point for corner; North 76 deg. 16 min. 42 sec. East, a distance of 50.76 feet to a point for co er; North 13 deg. 43 min. 18 sec. West, a distance of 238.08 feet to the PLACE OF rn BEGINNING, containing 0.316 acre (13762.86 square feet) of land, more or less. (This description is based upon a survey made on the ground under my direct supervision on July 18, 2012 and is being submitted along with a survey plat showing the property and facts found as described herein. All bearings are based upon the Texas Coordinate System of 1983, South Central Zone `4204' (U.S. Survey Foot). All distances and acreages are surface with a combined adjustment factor of 1.00007 applied.) OF Ro tered Professional Land S eyor ..::..�.... 90� 4599 tiE3sMr•y S u+k`+, �`c_ N Vicinity Map Not to Scale m Water Line CD Easement Chi' UO o,Qoaa ���ec Fnd 112 NT .24 xes Called 2 p012 18502 C'F' NO.P •g.J •C N 'w n m Fnd 112 1m Called 3.212 1g502 20 C'F' N0.P.R•3 C. EXHIBIT "All Page 4 of 4 Exclusive City Water Line Easement Chinn Road 0' 50' 100' 200' (Public Right -of -Way) IT MEN Scale: 1" =100' C1 Fh C3 Exclusive City Water Line Easement 13762.86 Sq. Ft. 114 0.316 Acre 12 � 7 110 ey ties S� � W ° Aast act No,1 Azure Pointe Apartments w Minor Plat Tract A Called 12.31 Acres N C.F. No. 2012016502 O.P.R.J.C. Set 518 1. Fs°SVR 6YORS" obey L• CArAaes ,, ONog CN Galled 52001001675 G NOp Ft.J•C Abbreviations M.R.J.C. Map Records Jefferson County O.P.R.J.C. Official Public Records Jefferson County Fnd Found I. Iron L14 0,1--L22 L25 L73 L27 o co Cn N J J L29 Curve Table CURVE RADIUS JARCLENGTH DISTANCE .34-S 49 l R°d 04 C2 C1 F; Roa p0g pOC SOW24 -42 "E W atef t jne Easement l2 Water line 873.54' L Easement N82 °21'49 "E 00 °39'35" xes Called 2 p012 18502 C'F' NO.P •g.J •C N 'w n m Fnd 112 1m Called 3.212 1g502 20 C'F' N0.P.R•3 C. EXHIBIT "All Page 4 of 4 Exclusive City Water Line Easement Chinn Road 0' 50' 100' 200' (Public Right -of -Way) IT MEN Scale: 1" =100' C1 Fh C3 Exclusive City Water Line Easement 13762.86 Sq. Ft. 114 0.316 Acre 12 � 7 110 ey ties S� � W ° Aast act No,1 Azure Pointe Apartments w Minor Plat Tract A Called 12.31 Acres N C.F. No. 2012016502 O.P.R.J.C. Set 518 1. Fs°SVR 6YORS" obey L• CArAaes ,, ONog CN Galled 52001001675 G NOp Ft.J•C Abbreviations M.R.J.C. Map Records Jefferson County O.P.R.J.C. Official Public Records Jefferson County Fnd Found I. Iron L14 0,1--L22 L25 L73 L27 o co Cn N J J L29 Curve Table CURVE RADIUS JARCLENGTH DISTANCE ICHORDLENGTH ICHORDBEARING IDELTAA NGLE C1 873.54' 713.77' 694.08' SOW24 -42 "E 46 °48'59" C2 873.54' 10.06' 10.06' N82 °21'49 "E 00 °39'35" C3 873.54' 10.02' 10.02' S67 °40'30 "E 00 °39'25" C4 873.54' 89.25' 89.21' N79 °06'25 "E 05 °51'13" Note : All Bearings are referenced to the Texas Coordinate System of 1983 (COBS), South Zone'4204' (US Survey Foot). All distances and acreages are surface with a combined adjustment factor of 1.00007 applied. SUBMITTING INFORMATION: NRP Contractors, LLC 200 Concord Plaza Drive, Suite 900 San Antonio, Texas 78216 Donovan Siiman, PM 419 - 575 -2080 Line Table LINE IBEARING IBEARING DISTANCE L1 S13 °43'18 "E 85.14' L2 N76 °16'42 "E 14.00' L3 S13 °43'18 "E 5.00' L4 S76 °16'42"W 14.00' L5 S13 °43'18 "E 67.54' L6 N82'1 7'08"E 123.63' L7 S07 °42'52 "E 10.00' L8 S82617.08 -W 47.91' L9 S07 °42'52 "E 11.32' 1-10 S82'1T08"W 5.00' 1-11 N07'42'52"W 11.32' L12 S82'17'06"W 69.67' L13 S13 °43'18 "E 225.53' L14 S85 °1696 "E 226.04' L15 N19 °10'55 "E 85.63' L16 N70 °4T05"W 20.01' L17 N19 °10'55 "E 5.00' L18 S70 °49'05 "E 20.01' LINE IBEARING DISTANCE 1-19 N19 °10'55 "E 273.75' L20 S19 °10'55"W 324.79' L21 I S70 °49'05 "E 51.01' L22 S19'10'55 'W 5.00' L23 I N70 °49'05"W 51.01' L24 S19'10'55 "W 31.47' L25 S85 °16'36 "E 148.67' L26 SO4 °4324"W 10.00' L27 N85'16'36"W 208.96' L28 SO4'4324"W 61.50' L29 N85 °16'36 "W 5.00' L30 N04 °43'24'E 61.50' L31 N85'16'36W 178.28' L32 N13'43'18"W 158.45' L33 876 °16'42W 50.76' L34 N13'43'18"W 5.00' L35 N76'16'42 "E 50.76' L36 N13 °43'18"W 238.08' NOTICE: The findings and opinions of WORTECH Land Surveyors, Inc. reflected herein are privileged, confidential and Intended only for the use of the Individual or entity for whom this work was prepared. It Is understood that the use of, reliance on, or reproduction of same, In whole or In part, by others without the express written consent of WORTECH Land Surveyors, Inc, is prohibited and without warranty, express or Implied. WORTECH Land Surveyors, Inc. shall be held harmless against any damages or expenses resulting from such unauthorized use, reliance or reproduction. Copyright 2012. All rights reserved. Job No: 2012 -055 Revised January 22, 2013 Field Book: 7 ?7/?? ��,� Plat Showing Dr. By: MAG Waterline Easement Date: 12/1912012 ��. .� s rQ•.til�' �• A� out of Rev. No: 1 - Revised Submitting Information ��.� Azure Pointe Apartments VV,-�:-'Dp-rECH L. , Called 12.31 Acre Tract a99 �! j'Q. W. B. Dyches Survey, Abstract No. 17 LAND S tl I V EYO 1 INC. •�es�o�'yo Jefferson County, Texas 1480 Court S U 1 '1� Surveyed July 18, 2012 I "T(101)'866,9769 =exa ` Field Note Description Attached To This Plat r�l: i=a,<; 401;M66.7075 This document not valid without original seal and signature of person certifying