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HomeMy WebLinkAboutRES 20-164RESOLUTION NO. 20-164 WHEREAS, Delta Manor, LP has agreed to convey one (1) twenty-five thousand, two hundred seven (25,207) square foot ten foot (10') wide exclusive water line easement, said easement being a 0.5787 acre tract of land situated in the F. Bigner Survey, Abstract No. 1, City of Beaumont, Jefferson County, Texas as described and shown in Exhibit "1," attached hereto, to the City of Beaumont to facilitate the construction of a new apartment complex located at 5740 Northwest Parkway; 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 is in the best interest of the City of Beaumont 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 one (1) twenty-five thousand, two hundred seven (25,207) square foot ten foot (10') wide exclusive water line easement, said easement being a 0.5787 acre tract of land situated in the F. Bigner Survey, Abstract No. 1, City of Beaumont, Jefferson County, Texas as described and shown in Exhibit "1," attached hereto, be and the same is hereby, in all things, accepted for the stated purposes. The meeting at which this resolution was approved was in all things conducted in strict compliance with the Texas Open Meetings Act, Texas Government Code, Chapter 551. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 11th day of August, 2020. STATE OF TEXAS § COUNTY OF JEFFERSON § KNOW ALL MEN BY THESE PRESENTS: WATER LINE EASEMENT THAT, DELTA MANOR, LP, a Texas limited partnership, hereinafter called "GRANTOR", whether one or more, for and in consideration of the sum of ONE AND N0/100 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, Jefferson 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 Exhibits "A & B", 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 EXHIBIT 1" 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 , 2020. GRANTOR: DELTA MANOR LP a Texas limited partnership BY: Delta Manor GP LLC, It's General Partner BY: PRA GP No. 2, Inc. It's Manager Julian Hawes, Jr. Title: Vice President l T`I'i N 1'TIONAILLY LEFT BLANK) ACKNOWLEDGMENTS STATE OF TEXAS COUNTY OF This instrument was acknowledged before me on day of , 2020, by Julian Hawes, Jr., Vice President of PRA GP No. 2, Inc., a Texas corporation, acting on behalf of Delta Manor, LP, a Texas limited partnership. Notary Public, State of Texas RETURN TO: City of Beaumont Antoinette Hardy - Engineering P. O. Box 3827 Beaumont, TX 77704 ® Stantec EXHIBIT "A" 10 FOOT WATER LINE EASEMENT . FREDERICK BIGNER SURVEY, ABSTRACT NO. 11 ARTHEM DUWE SURVEY, ABSTRACT NO.459 CITY OF BEAUMONT, JEFFERSON COUNTY, TEXAS BEING A 25,207 SQUARE FOOT (0.5787 ACRE) TRACT OF LAND SITUATED IN THE FREDERICK BIGNER SURVEY, ABSTRACT NO.1, AND THE ARTHEM DUWE SURVEY, ABSTRACT NO.459, CITY OF BEAUMONT, JEFFERSON COUNTY, TEXAS, AND BEING A PORTION OF THE REMAINDER OF A CALLED 46.70 ACRE TRACT OF LAND DESCRIBED IN A SPECIAL WARRANTY DEED TO DELTA MANOR LP, RECORDED IN DOCUMENT NO. 2019029205, OFFICIAL PUBLIC RECORDS OF JEFFERSON COUNTY, TEXAS (O.P.R.J.C.T.); SAID 0.5787 ACRE TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A POINT FOR THE NORTHWEST CORNER OF SAID 46.70 ACRE TRACT OF LAND SAME BEING THEE SOUTHWEST CORNER OF A CALLED 15.00 ACRE TRACT OF LAND DESCRIBED IN A SPECIAL WARRANTY DEED TO LPI BEAUMONT LLC, RECORDED IN DOCUMENT NO. 202001984, O.P.R.J.C.T., AND BEING IN THE EAST RIGHT-OF- WAY LINE OF OLD DOWLEN ROAD (VARIABLE WIDTH RIGHT-OF-WAY) AND FROM WHICH A 1/2-INCH IRON ROD WITH . PLASTIC CAP STAMPED "F&S" FOUND BEARS SOUTH 07°05' WEST A DISTANCE OF 0.43 FEET; THENCE (L1) NORTH 86°41'51" EAST, DEPARTING THE EAST RIGHT-OF-WAY LINE OF SAID OLD DOWLEN ROAD ALONG THE COMMON LINE OF SAID 46.70 ACRE TRACT OF LAND AND SAID 15.00 ACRE TRACT OF LAND, A DISTANCE OF 19.84 FEET TO A POINT; THENCE (1-2) SOUTH 03°18'09" EAST, DEPARTING SAID COMMON LINE OVER AND ACROSS SAID 46.70 ACRE TRACT OF LAND, A DISTANCE OF 11.00 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED TRACT; THENCE CONTINUING OVER AND ACROSS SAID 46.70 ACRE TRACT OF LAND THE FOLLOWING CALLS: (1-3) NORTH 86-41-51" EAST, A DISTANCE OF 376.76 FEET TO A POINT FOR CORNER; (1-4) SOUTH 48°18'09" EAST, A DISTANCE OF 14.14 FEET TO A POINT FOR CORNER; (1-5) NORTH 86°41'51" EAST, A DISTANCE OF 113.97 FEET TO A POINT FOR CORNER; (1-6) NORTH 03°18'09" WEST, A DISTANCE OF 5.50 FEET. TO A POINT FOR CORNER; (1-7) NORTH 86-41-51" EAST, A DISTANCE OF 10.00 FEET TO A POINT FOR CORNER; (1-8) SOUTH 03°18'09" EAST, A DISTANCE OF 5.50 FEET TO A POINT FOR CORNER; (1-9) NORTH 86°41'51" EAST, A DISTANCE OF 201.07 FEET TO A POINT FOR CORNER; (L10) SOUTH 48-18-09" EAST, A DISTANCE OF 18.28 FEET TO A POINT FOR CORNER; (L11) SOUTH 03°18'09" EAST, A DISTANCE OF 88.00 FEET TO A POINT FOR CORNER; (1-12) SOUTH 48°18'09" EAST, A DISTANCE OF 10.00 FEET TO A POINT FOR CORNER; (1-13) NORTH 86°41'51" EAST, A DISTANCE OF 19.93 FEET TO A POINT FOR CORNER; (1-14) NORTH 03°18'09" WEST, A DISTANCE OF 27.50 FEET TO A POINT FOR CORNER; (1-15) NORTH 86°41'51" EAST, A DISTANCE OF 10.00 FEET TO A POINT FOR CORNER; (1-16) SOUTH 03-18-09" EAST, A DISTANCE OF 27.50 FEET TO A POINT FOR CORNER; (1-17) NORTH 86°41'51" EAST, A DISTANCE OF 114.07 FEET TO A POINT FOR CORNER; Sheet 1 of 9 V:\2220\active\222011742\su ® Stantec EXHIBIT "A" 10 FOOT WATER LINE EASEMENT FREDERICK BIGNER SURVEY, ABSTRACT NO. 1, ARTHEM DUWE SURVEY, ABSTRACT NO.459 CITY OF BEAUMONT, JEFFERSON COUNTY, TEXAS (1_18) SOUTH 48°18'09" EAST, A DISTANCE OF 18.28 FEET A POINT FOR CORNER; (1-19) SOUTH 03°18'09" EAST, A DISTANCE OF 113.24 FEET A POINT FOR CORNER; (L20) SOUTH 37-10'57" WEST, A DISTANCE OF 18.90 FEET A POINT FOR CORNER; (L21) SOUTH 77°40'02" WEST, A DISTANCE OF 111.73 FEET A POINT FOR CORNER; (L22) SOUTH 68°29'28" WEST, A DISTANCE OF 105.46 FEET A POINT FOR CORNER; (L23) SOUTH 04°23'50" WEST, A DISTANCE OF 123.69 FEET A POINT FOR CORNER; (L24) SOUTH 40°36'10" EAST, A DISTANCE OF 16.00 FEET TO A POINT FOR CORNER IN THE NORTH RIGHT -OF WAY LINE OF NORTHWEST PARKWAY (130-FOOT RIGHT-OF-WAY) SAID POINT ALSO BEING THE POINT OF CURVATURE OF A NON-TAGENT CURVE TO THE RIGHT HAVING A RADIUUS POINT WHICH BEARS NORTH 02°53'46" EAST, A DISTANCE OF 1,000.00 FEET; THENCE ALONG THE NORTH RIGHT-OF-WAY LINE OF SAID NORTHWEST PARKWAY THE FOLLOWING CALLS: (Cl) NORTHWESTERLY WITH SAID CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 08°11'34", FOR AN ARC LENGTH OF 142.99 FEET, A CHORD BEARING OF NORTH 83-00-27" WEST, AND A CHORD DISTANCE OF 142.87 FEET TO THE POINT OF TANGENCY; (L25) NORTH 78°54'41" WEST, A DISTANCE OF 70.05 FEET TO 5/8-INCH IRON ROD WITH PLASTIC CAP STAMPED "ARCENEAUX & GATE" FOUND FOR THE POINT OF CURVATURE OF A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 1,130.00 FEET; (C2) NORTHWESTERLY WITH SAID CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 08°52'29", FOR AN ARC LENGTH OF 175.03 FEET, A CHORD BEARING OF NORTH 83°20'56" WEST, AND A CHORD DISTANCE OF 174.85 FEET TO A POINT FOR CORNER; THENCE DEPARTING THE NORTH RIGHT-OF-WAY LINE OF SAID NORTHWEST PARKWAY OVER AND ACROSS SAID 46.70 ACRE TRACT OF LAND THE FOLLOWING CALLS: (L26) NORTH 02-28-02" EAST, A DISTANCE OF 10.00 FEET TO THE POINT OF CURVATURE OF A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS POINT WHICH BEARS SOUTH 02"12'58" WEST, A DISTANCE OF 1,140.00 FEET; (C3) SOUTHEASTERLY WITH SAID CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 03°48'26", FOR AN ARC LENGTH OF 75.75 FEET, A CHORD BEARING OF SOUTH 85"5249" EAST, AND A CHORD DISTANCE OF 75.74 FEET TO A POINT FOR CORNER; (L27) NORTH 06°16'28" EAST, A DISTANCE OF 5.00 FEET TO THE POINT OF CURVATURE OF A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS POINT WHICH BEARS SOUTH 06°0127" WEST, A DISTANCE OF 1,145.00 FEET ; (C4) SOUTHEASTERLY WITH SAID CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 00°30'01", FOR AN ARC LENGTH OF 10.00 FEET, A CHORD BEARING OF SOUTH 83°43'32"EAST, AND A CHORD DISTANCE OF 10.00 FEET TO A POINT FOR CORNER; Sheet 2 of 9 V:\2220\active\222011742\survey\drawings\exh i b its\11742v01_wl_esmt.docx ® Stantec EXHIBIT "A" 10 FOOT WATER LINE EASEMENT FREDERICK BIGNER SURVEY, ABSTRACT NO. 1, ARTHEM DUWE SURVEY, ABSTRACT NO.459 CITY OF BEAUMONT, JEFFERSON COUNTY, TEXAS (L28) SOUTH 06°16'28" WEST, A DISTANCE OF 5.00 FEET TO THE POINT OF CURVATURE OF A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS POINT WHICH BEARS SOUTH 06°31'33" WEST, A DISTANCE_ OF 1,140.00 FEET; (C5) SOUTHEASTERLY WITH SAID CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 04°33'46", FOR AN ARC LENGTH OF 90.79 FEET, A CHORD BEARING OF SOUTH 81'1 V34" EAST, AND A CHORD DISTANCE OF 90.79 FEET TO THE POINT OF TANGENCY; (L29) SOUTH 78°54'41" EAST, A DISTANCE OF 70.05 FEET TO A POINT FOR THE POINT OF CURVATURE OF . A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 990.00 FEET; SOUTHEASTERLY WITH SAID CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 00°33'46", FOR AN ARC LENGTH OF 9.73 FEET, A CHORD BEARING OF SOUTH 79-11'33" EAST, AND A CHORD DISTANCE OF 9.73 FEET TO THE POINT OF TANGENCY; (L30)-NORTH 10-14-12" EAST, A DISTANCE OF 5.00 FEET TO A POINT FOR CORNER; (L31) SOUTH 79°45'48" EAST, A DISTANCE 10.00 FEET TO A POINT FOR CORNER; (L32) SOUTH 10°14'12" WEST, A DISTANCE OF 5.00 FEET TO THE POINT OF CURVATURE OF A NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS POINT WHICH BEARS NORTH 09°56'50" EAST, A DISTANCE OF 990.00 FEET; (C6) SOUTHEASTERLY WITH SAID CYRVE TO THE LEFT HAVING A CENTRAL ANGLE OF 02°25'20", FOR AN ARC LENGTH OF 41.85 FEET, A CHORD BEARING OF SOUTH 81 °15'50" EAST, AND A CHORD DISTANCE OF 41.85 FEET TO A POINT FOR CORNER; (L33) NORTH 04°23'50" EAST, A DISTANCE OF 5.01 FEET TO A POINT FOR CORNER; (L34) SOUTH 85-36-10" EAST, A DISTANCE OF 10.00 FEET TO A POINT FOR CORNER; (L35) SOUTH 04°23'50" WEST, A DISTANCE OF 5.50 FEET TO THE POINT OF CURVATURE OF ANON -TANGENT CURVE TO THE LEFT HAVING A RADIUS POINT WHICH BEARS NORTH 06-56-44" EAST, A DISTANCE OF 990.00 FEET; (C7) SOUTHEASTERLY WITH SAID CURVE TO THE LEFT HAVING A CENTRAL ANGLE 02'49'51", FOR AN ARC LENGTH OF 48.91 FEET, A CHORD BEARING OF SOUTH 84°28'12" EAST, AND A CHORD DISTANCE OF 48.91 FEET TO A POINT FOR CORNER; (L36) NORTH 04°23'50" EAST, A DISTANCE OF 119.76 FEET TO A POINT FOR CORNER;. (L37) NORTH 85°36'10" WEST, A DISTANCE OF 99.14 FEET TO A POINT FOR CORNER; (L38) NORTH 59°56'05" WEST, A DISTANCE OF 60.53 FEET TO A POINT FOR CORNER; (L39) NORTH 80°43'04" WEST, A DISTANCE OF 89.93 FEET TO A POINT -FOR CORNER; (L40) NORTH 09*16'56" EAST, A DISTANCE OF 20.53 FEET TO A POINT FOR CORNER; (L41) NORTH 03°16'53" WEST, A DISTANCE OF 207.02 FEET TO A POINT FOR CORNER; Sheet 3 of 9 ® Stantec EXHIBIT "A" 10 FOOT WATER LINE EASEMENT FREDERICK SIGNER SURVEY, ABSTRACT NO. 1, ARTHEM DUWE SURVEY, ABSTRACT NO.459 CITY OF BEAUMONT, JEFFERSON COUNTY, TEXAS (L42) NORTH 86-41-51" EAST, LEAVING THE EXTERIOR LINE OF THE HEREIN DESCRIBED TRACT, A DISTANCE OF 10.00 FEET TO POINT FOR CORNER IN THE INTERIOR LINE HEREOF; (L43) NORTH 86°41'51" EAST, A DISTANCCE OF 108.47 FEET TO A POINT FOR CORNER; (1-44) SOUTH 03-16-48" EAST, A DISTANCE OF 44.50 FEET A POINT FOR CORNER; (1-45) NORTH 86°41'51" EAST, A DISTANCE OF 10.00 FEET A POINT FOR CORNER; (L46) NORTH 03°16'48" WEST, A DISTANCE OF 44.50 FEET A POINT FOR CORNER; NORTH 86°41'56" EAST, A DISTANCE OF 27.76 FEET A POINT FOR CORNER; (1-47) NORTH 86°41'51" EAST, A DISTANCE OF 128.18 FEET A POINT FOR CORNER; . (1-48) SOUTH 48-18-09" EAST, A DISTANCE OF 10.00 FEET A POINT FOR CORNER; (L49) SOUTH 03°18'09" EAST, A DISTANCE OF 88.00 FEET A POINT FOR CORNER; (1-50) SOUTH 48°18'09" EAST, A DISTANCE OF 18.28 FEET A POINT FOR CORNER; (1-51) NORTH 86°41'51" EAST, A DISTANCE OF 144.00 FEET A POINT FOR CORNER;. (L52) SOUTH 48°18'09" EAST, A DISTANCE OF 10.00 FEET A POINT FOR CORNER; (L53) SOUTH 03°18'09" EAST, A DISTANCE OF 105.41 FEET A POINT FOR CORNER; (L54) SOUTH 37°10'57" WEST, A DISTANCE OF 11.52 FEET A POINT FOR CORNER; (L55) SOUTH 77°40'02" WEST, A DISTANCE OF 108.84 FEET A POINT FOR CORNER; (L56) SOUTH 68°29'28" WEST, A DISTANCE OF 91.38 FEET A POINT FOR CORNER; (1-57) NORTH 21°30'32" WEST, A DISTANCE OF 5.50 FEET A POINT FOR CORNER; (L58) SOUTH 68°29'28" WEST, A DISTANCE OF 10.00 FEET A POINT FOR CORNER; (1-59) SOUTH 21°30'32" EAST, A DISTANCE OF 5.50 FEET A POINT FOR CORNER; (L60) SOUTH 68°29'28" WEST, A DISTANCE OF 15.35 FEET A POINT FOR CORNER; (L61) NORTH 85°36'10" WEST, A DISTANCE OF 82.95 FEET A POINT FOR CORNER; (L62) NORTH 04°23'50" EAST, A DISTANCE OF 5.00 FEET A POINT FOR CORNER; (L63) NORTH 85°36'10" WEST, A DISTANCE OF 10.00 FEET A POINT FOR CORNER; (L64) SOUTH 04"23'50" WEST, A DISTANCE OF 5.00 FEET A POINT FOR CORNER; (L65) NORTH 85.°36'10" WEST, A DISTANCE OF 0.13 FEET A POINT FOR CORNER; (L66) NORTH 59°56'05" WEST, A DISTANCE OF 60.09 FEET A POINT FOR CORNER; Sheet 4 of 9 ® Stantec EXHIBIT "A" 10 FOOT WATER LINE EASEMENT FREDERICK BIGNER SURVEY, ABSTRACT NO. 1, ARTHEM DUWE SURVEY, ABSTRACT NO.459 CITY OF BEAUMONT, JEFFERSON COUNTY, TEXAS (1-67) NORTH 80"43'04" WEST, A DISTANCE OF 66.19 FEET A POINT FOR CORNER; (1-68) NORTH 09-16-56" EAST, A DISTANCE OF 12.93 FEET A POINT FOR CORNER; (1-69) NORTH 80°43'04" WEST, A DISTANCE 10.00 FEET A POINT FOR CORNER; (1-70) SOUTH 09-16-56" WEST, A DISTANCE OF 12.93 FEET A POINT FOR CORNER; (L71) NORTH 80-43'04" WEST, A DISTANCE OF 5.56 FEET A POINT FOR CORNER; (L72) NORTH 09°16'56"EAST, A DISTANCE OF 11.63 FEET A POINT FOR CORNER; (L73) NORTH 03°16'53" WEST, A DISTANCE OF 208.12 FEET A POINT FOR CORNER; (L74) SOUTH 86-41-51" WEST, LEAVING THE INTERIOR LINE OF THE HEREIN DESCRIBED TRACT, A DISTANCE OF 10.00 FEET TO A POINT FOR CORNER IN. THE EXTERIOR LINE HEREOF; (L75) SOUTH 86°41'51" WEST, A DISTANCE OF 40.64 FEET A POINT FOR CORNER; (L76) NORTH 48°18'09" W, A DISTANCE OF 14.14 FEET A POINT FOR CORNER; (L77) SOUTH 86-41-51" WEST, A DISTANCE OF 190.95 FEET A POINT FOR CORNER; (L78) SOUTH 03°18'09" EAST, A DISTANCE OF 40.08 FEET A POINT FOR CORNER; (L79) SOUTH 86°41'51" WEST, A DISTANCE OF 10.00 FEET A POINT FOR CORNER; (1-80) NORTH 03°18'09 WEST, A DISTANCE OF 40.08 FEET A POINT FOR CORNER; (L81) SOUTH 86°41'51" WEST, A DISTANCE OF 114.53 FEET A POINT FOR CORNER; (1-82) SOUTH 03°18'09" EAST, A DISTANCE OF 31.50 FEET A POINT FOR CORNER; (1-83) SOUTH 86-41-51" WEST, A DISTANCE OF 10.00 FEET A POINT FOR CORNER; (1-84) NORTH 03°18'09" WEST, A DISTANCE OF 31.50 FEET A POINT FOR CORNER; (L85) SOUTH 86°41'51" WEST, A DISTANCE OF 47.21 FEET A POINT FOR CORNER; (L86) NORTH 02°52'32" WEST, A DISTANCE OF 10.00 FEET TO THE POINT OF BEGINNING AND CONTAINING A COMPUTED AREA OF 25,207 SQUARE FEET OR 0.5787 ACRES OF LAND. NOTES: A SKETCH WAS PREPARED ON EVEN DATE TO ACCOMPANY THIS DESCRIPTION. THE BEARINGS CALLED FOR HEREIN ARE REFERENCED. TO THE TEXAS STATE PLANE COORDINATE SYSTEM (SOUTH CENTRAL ZONE, NAD 83), BASED ON LEICA GEOSYSTEMS NORTH TEXAS SMARTNET NETWORK, DISTANCES ADJUSTED TO SURFACE USING AN AVERAGE COMBINED SCALE FACTOR OF 0.99996148125. Sheet 5 of 9 ® Stantec EXHIBIT "A" 10 FOOT WATER LINE EASEMENT . FREDERICK BIGNER SURVEY, ABSTRACT NO. 1, ARTHEM DUWE SURVEY, ABSTRACT NO.459 CITY OF BEAUMONT, JEFFERSON COUNTY, TEXAS )IL� v ' 7/30/2020 ALBERTOJONATHAN PEREZ DATE REGISTERED PROFESSIONAL LAND SURVEYOR REGISTRATION NUMBER 6572 STANTEC CONSULTING SERVICES INC JONATHAN.PE R EZ(oSTANTEC.COM 210-525-9090 ALBERTO JONATHAN PEREZ 6572 .P\ ss���y� V:\2220\active\222011 0cx Sheet 6 of 9 t 20' UOInY EASEMENT CITY OF REAUYONr VOL 2396, G. 41 CALLED 15.00 ACRES D.RJ.C.T. LPI Bar OG I DOC. N0. "1 1054 IO.P.RJ,D,T. rW o 1/2" Cap I 86.4 51 E 76• F&S5 ' (Ir L42 4ir r,: E.4 Lt L3 POB L77 (fie L75 L43 ` 1— L74 N EASEMENTCROSSOVER I '' I 1 IOR L42L74 TO EXTERIOR ' III L79 I 117 WATM LINE I EASEMENT ' I I 10' DRAINAGE EASEMENT AGREDAENT 0J= ACRE ,{ ID Al-D C. NO. 2OD 015182 m. LP. 25,207 SQ. FiJ I I/, Doc N0 2o07DtsiB2 DP.RJA.T. . . r � IS 09'29'3B" E 260.78' III 'co LL III p CALLED 0.560 ACRE I THE CITY OF BEAUMONT DOC. N0. 2014030822 k PORTION OF REMINDER h DOC. NO. 2014029145 I I CALLED 46.70 ACRES O.P.R.J.C.T. DELTA MANOR LP W to• DRAINAGE EASEOIT AGRMIENT DOCUMENT NO. 2019029205 < O I 10 APSNV DIVESTMTS PARTNERS 9 L.P. O.P.RJ.C.T. DOC. NO. 2DO7015163 �A �8 I I o.P.R.ArT. L72 LSB a. III �Y, UAg9 LLB AC� No I I ARiH5�RLv �W i I f I :3- I = I B6 6451'34" E ' I I I � ,a` CRF S 47'51'34' E a EAT'" (BRIT) 42.68' C3 L27 04 L28 I C3 R = 1130.00' 02 L — 103.53' I. S 85'57'51" W CB = S B9.3520" W --�®�-- I 137.50' CD = 10350' „ GATE' II 'I CALLED 297E ACRES - THE CITY OF 140291BEAUMONT5 O.P.R.J.C.T. I OOC. NO. 2J.C.T. 145 NOFfrf f ES. PARKWAY v, I AY PUBLIC R.O.W.) . III III III 0 40 80 III 1 " = 8 0' 1 1 NOTES: LEGEND A FIELD NOTE DESCRIPTION WAS. PREPARED ON EVEN DATE TO ACCOMPANY THIS CIRF CAPPED IRON ROD FOUND SKETCH. BEARINGS SHOWN HEREON ARE REFERENCED TO THE TEXAS STATE PLANE D.R.J.C.T. DEED RECORDS OF JEFFERSON . COORDINATE SYSTEM (SOUTH CENTRAL ZONE. NAD 83) BASED ON LEICA GEOSYSTEMS **SEE LINE AND CURVE TABLES couNTY, TEXAS NORTH TEXAS SMARTNEr NETWORK, DISTANCES ADJUSTED TO SURFACE USING AN ** OFFICIAL PUBLIC RECORDS OF AVERAGE COMBINED SCALE FACTOR D.99996148125 PAGE 9 OF 9 O.P.R.J.C.T, JEFFERSON COUNTY, TEXAS POS POINT OF BEGINNING (Istantec EXHIBIT W POC POINT OF COMMENCING (CM) CONTROWNG MONUMENT la WATER LINE EASEMENT 6080 Tennyson Pkvvy, Suite 200 FREDERICK BIGNER SURVEY, ABSTRACT NO. 1. VOL' PG. VOLUME, PAGE Plano, Texas 75024 ARTHEM DUWE SURVEY, ABSTRACT NO. Tel. (214) 473-2400 Doc. N0. DOCUMENT NUMBER CITY OF BEAUMONT, JEFFERSON COUNTY, TEXAS TBPE # F-6324 TBPLS # 10194488 SQ. FT. SQUARE FEET Copyright © 2020 DATE: 07/2912020 SCALE: 1:80 DRAWN BY: RB PROJECT NO.: 222011742 PAGE NO. 7 OF 9 V:\2220\active\222011742\survey\drawings\exhibits\11742_v02_wl_esmt.dwg Jul 29, 20 5:05 PM by. jjperez I I CALLED 1560D ACRES MONT UC IO.P.R.LC.T. OLPI GC. NB 0 L7 L9 (lp L47 (�i4 26' T'61' E 7.7 6D' VADE ACCESS ACREeAFNT— l�j; 20070 OOC. N0. 200701515101 � D.P..T. R.L0. I L45 L15 jj a 07 (�9 L51 I PORTION OF REMINDER CALLED 46.70 ACRES DELTA MANOR LP DOCUMENT NO. 2019029205 O.P.R.Ar-T. z V WATER LINE II EASEMENT Do Y , 1i 5 9 u OAM ADM (25.207 SQ. Fr.) r o D OS LIL ARAg01 �I OI slRAci (O I >:N 1L`� LU FR�n�AgSiRAc� osUR�gY. $ Ij- 7 LL Lae LZ1 W I L64 L57 Uj coL62 L59 W I Z Lr L37 ' L O N 2 R - 29O.O(r I L - 103' '3r �0 :9]� S M 0 40 80 L31 L32 1 „ = 80) L L Calas I L25 C7 R = 1000.00'-ARC'c• : ':. fi D:.-^ I L = 104.9P CB = S 89'532e W CD = 104.87' - INORTHWEST PARKWAY (130' PUBLIC R.O.W.) I I NOTES: A FIELD NOTE DESCRIPTION WAS PREPARED ON EVEN DATE TO ACCOMPANY THIS SKETCH. BEARINGS SHOWN HEREON ARE REFERENCED TO THE TEXAS STATE PLANE COORDINATE SYSTEM (SOUTH CENTRAL ZONE, NAD 83) BASED ON LE1CA GEOSYSTEMS NORTH TEXAS SMARTNET NETWORK, DISTANCES ADJUSTED TO SURFACE USING AN AVERAGE COMBINED SCALE FACTOR 0,99995148125 LEGEND CIRF CAPPED IRON ROD FOUND D.R.J.C.T. DEED RECORDS OF JEFFERSON "'SEE LINE AND CURVE TABLES COUNTY, TEXAS PAGE 9 OF 9** O.P.R.J.C.T. OFFICIAL PUBLIC RECORDS OF JEFFERSON COUNTY, TEXAS POB POINT of BEGINNING (jbtantec EXHIBIT W POC POINT OF COMMENCING V WATER LINE EASEMENT. (CM) CONTROLLING MONUMENT 12222 Merit Drive, Suite400 FREDERICK BIONER.SURVEY, ABSTRACT.NO. VOL., PG. VOLUME, PAGE Dallas, Texas 75251 ARTHEM DUWE SURVEY, ABSTRACT NO 459 DOC. N0. DOCUMENT NUMBER Tel. (972) 991-0011 CITY OF BEAUMONT, JEFFERSON COUNTY, TEXAS TBPELS # 10194229 SQ. FT. SQUARE FEET Copyright © 2020 DATE: 07/29/2020 SCALE: 1:80 DRAWN BY: RB PROJECT NO.: 222011742 PAGE NO. 8 OF 9 1 V: \2220\active\222011 1742_vO2_wl_esmt.dwg Jul 29, 20 5:05 PM by. jjperez LINE TABLE UNE # BEARING DISTANCE L1 N B6'41'51' E 19.B4' L2 5 03'18'09' E 11.00' L3 N 86'41'51" E 376.76' L4 S 4818'09" E 14.14' L5 N 8641'51' E 113.97' L6 N 03*1B'09" W 5.50' L7 N 86'41'51" E 10.00' LB S 03'18'09" E 5.50, L9 N B6'41'51" E 201.07' L10 S 48'18'09" E 18.2B' L11 S 0318'09" E 88.00' L12 S 4818'09" E 10.00' L13 N 86'41'51' E 19.93' L14 N 03*18'09" W 27.50' L15 N B6'41'51" E 10.00' L15 S 031B'09' E 27.50' L17 N 86'41'51" E 114.07' L18 S 48'1B'09" E 18.2B' L19 S 0318'09" E 113.24' L20 S 3710'57" W 18.90' L21 S 77'40'02" W 111.73' L22 S 68'2928" W 105.46' L23 S 04'23'50" W 123.69' L24 S 4036'10' E 16.00, L25 N 78'54'41" W 70.05' L26 N 0228'02" E 10.00' L27 N 0516'28" E 5.00, L28 S 05 16'28" W 5.00, L29 S 78'54'41'. E 70.05' L30 N 1014!12" E 5.00' L31 S 79'45'48" E 10.00' L32 S 10 14'12" W 5.00' L33 N 0423'50" E 5.01' L34 S 8536'10" E 10.00' L35 S 04'23'50" W 5.50' L36 N 0423'50" E 119.76' L37 N 85'36'10' W 99.14' L38 N 59'56'05' W 60.53' L39 N 80'43'04" W 89.93, L40 N 09'16'55" E 20.53' L41 N 03*16'53" W 207.02' L42 N 86'41'51" E 10.00' L43 N 86'41'51' E 108.47' (Nstantec 12222 Merit Drive, Suite 400 Dallas, Texas 75251 Tel. (972) 991-0011 TBPELS # 10194229 Copyright © 2020 LINE TABLE LINE # BEARING DISTANCE L44 S 0316'48" E 44.50' L45 N 86'41'51' E 10.00' L46 N 03'16'48" .W 44.50' 1-47 N 86'41'51' E 128.18' L48 S 4818'09" E 10,00' L49 S 031B'09' E 8B.00' L50 S 4818'09' E 18.28' L51 N 86'41'51" E 144.00' 1-52 S 48'1B'09" E 10.00' L53 S 03'18'09" E 105.41' L54 S 37'10'57" W 11.52' L55 S 77'40'02" W 108.84' L56 S 68'29'28" W 91.38' L57 N 21'30'32" W 5.50' L50 S 68'29'28" W 10.00' L59 S 21'30'32" E 5.50' LBO S 68'29'28" W 15.35' 1-61 N B5'35'10" W 8295' L62 N 04'2SSO" E 5.00, L63 N B5'36'10" W 10.00' L64 S 04'23'50" W 5.00, L65 N B5'36'10" W 0.13' L56 N 59'56'05".W 60.09' L67 N 80'43'04' W 66.19' L68 N 0916'56" E 12-93' L69 N 80'43'04" W 10.00' L70 S 0916'55" W 12.93' L71 N 80'43'04" W 5.55, L72 N 0916'56" E 11.63' L73 N 03-16-53. W 208.12' L74 S B6'41'51' W 10.00' L75 S 86'41'51" W 40.64' L76 N 4818'09" W 14.14' L77 S 86'41'51"' W 190.95' L78 S 0318'09" E 40.08' L79 S 86'41'51' W 10.00' LBO N 03'18'09' W 40.08' L81 S B6'41'51" W 114.53' L82 , S 031 B'09" E 31.50' L83 S 86'41'51" W 10.00' L84 N 03'18'09" W 31.50' L85 S 86'41'51" W 47.21' L86 N 02'52'32" W 10.00' N.T.S. LOCATION MAP JEFFERSON COUNTY, TEXAS CURVE TABLE CURVE # LENGTH RADIUS DELTA CHORD LENGTH BEARING Ct 142.99' 1000.00'. 811'34" 142B7' N 83'00'27" W C2 175.03' 1130.00' 8'5229' 174.85' N 83'20'55" W C3 75.75' 1140.00' 3'48'26" 75.74' S 85'52'49' E C4 10.00' 1145.00' 030'01" 10.00' S 83'43'32" E C5 90.79' 1140.00' 4'33'46" 90.76' S 81'11'34" E C6 41.85' 1 990.00' 2*25'20" 41.85' IS 81'15'50" E C7 48.91' 1 990.00' 1 2'49'51' 48.91' 1 S B V2B'12" E EXHIBIT W 10' WATER LINE EASEMENT FREDERICK BIONER SURVEY, ABSTRACT NO. I ARTHEM DUWE SURVEY. ABSTRACT NO.459 CITY OF BEAUMONT, JEFFERSON COUNTY, TEXAS ALBERTO JONATHAN PEREZ ........................... 0 6572 � ••�OF Ss� �� OAP' �9�.•• Ei SUR I ALBERTO JONATHAN PEREZ REGISTERED PROFESSIONAL DATE: 07/29/2020 1 SCALE: 1:80 1 DRAWN BY: RB I PROJECT NO.: 222011742 . I PAGE NO. 9 OF 9 1 j IIIIIIIIIIIIIII�IIIIIIIII EAs9s 2020024780 STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS: COUNTY OF JEFFERSON § WATER LINE EASEMENT T�IAT, DELTA MANOR, LP, a Texas limited partnership, hereinafter called "GRANTOR", whether one or more, for and in consideration of the sum of ONE AND NO/100 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, Jefferson 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 Exhibits "A & B", 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. 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 1.�day of AM �`� ( , 2020. GRANTOR: DELTA MANOR LP a Texas limited partnership BY: Delta Manor GP LLC, It's General Partner BY: PRA GP No. 2, Inc. It's Manager AAiVawe Vice resident ACKNOWLEDGMENTS STATE OF TEXAS This instrument was acknowledged before me on � day of 2020, by Julian Hawes, Jr., Vice President of PRA GP No. 2, Inc., a Texas corporation, acting on behalf of Delta Manor, LP, a Texas limited partnership. TANA ROEUN Notary Public, State of Texas Comm. Expires 10-08-2020 Notary IJ 176685970 RETURN TO: City of Beaumont Antoinette Hardy - Engineering P. O. Box 3827 Beaumont, TX 77704 Notary Public, State of Texas 4- ® Stantec EXHIBIT "A" 10 FOOT WATER LINE EASEMENT FREDERICK BIGNER SURVEY, ABSTRACT NO. 1, ARTHEM DUWE SURVEY, ABSTRACT NO.459 CITY OF BEAUMONT, JEFFERSON COUNTY, TEXAS BEING A 25,207 SQUARE FOOT (0.5787 ACRE) TRACT OF LAND SITUATED IN THE FREDERICK BIGNER SURVEY, ABSTRACT NO.1, AND THE ARTHEM DUWE SURVEY, ABSTRACT NO.459, CITY OF BEAUMONT, JEFFERSON COUNTY, TEXAS, -AND BEING A PORTION OF THE REMAINDER OF A CALLED 46.70 ACRE TRACT OF LAND DESCRIBED IN A SPECIAL WARRANTY DEED TO DELTA MANOR LP, RECORDED IN DOCUMENT NO. 2019029205, OFFICIAL PUBLIC RECORDS OF JEFFERSON COUNTY, TEXAS (O.P.R.J.C.T.); SAID 0.5787 ACRE TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A POINT FOR THE NORTHWEST CORNER OF SAID 46.70 ACRE TRACT OF LAND SAME BEING THEE SOUTHWEST CORNER OF A CALLED 15.00 ACRE TRACT OF LAND DESCRIBED IN A SPECIAL WARRANTY DEED TO LPI BEAUMONT LLC, RECORDED IN DOCUMENT NO. 202001984, O.P.R.J.C.T., AND BEING IN THE EAST RIGHT-OF- WAY LINE OF OLD DOWLEN ROAD (VARIABLE WIDTH RIGHT-OF-WAY) AND FROM WHICH A 1/2-INCH IRON ROD WITH PLASTIC CAP STAMPED "F&S" FOUND BEARS SOUTH 07°05' WEST A DISTANCE OF 0.43 FEET; THENCE (L1) NORTH 86°41'51" EAST, DEPARTING THE EAST RIGHT-OF-WAY LINE OF SAID OLD DOWLEN ROAD ALONG THE COMMON LINE OF SAID 46.70 ACRE TRACT OF LAND AND SAID 15.00 ACRE TRACT OF LAND, A DISTANCE OF 19.84 FEET TO A POINT; THENCE (L2) SOUTH 03-18'09" EAST, DEPARTING SAID COMMON LINE OVER AND ACROSS SAID 46.70 ACRE TRACT OF LAND, A DISTANCE OF 11.00 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED TRACT; THENCE CONTINUING OVER AND ACROSS SAID 46.70 ACRE TRACT OF LAND THE FOLLOWING CALLS: (L3) NORTH 86°41'51" EAST, A DISTANCE OF 376.76 FEET TO A POINT FOR CORNER; (L4) SOUTH 48°18'09" EAST, A DISTANCE OF 14.14 FEET TO A POINT FOR CORNER; (L5) NORTH 86°41'51" EAST, A DISTANCE OF 113.97 FEET TO A POINT FOR CORNER; (L6) NORTH 03°18'09" WEST, A DISTANCE OF 5.50 FEET TO A POINT FOR CORNER; (L7) NORTH 86°41'51" EAST, A DISTANCE OF 10.00 FEET TO A POINT FOR CORNER; (L8) SOUTH 03°18'09" EAST, A DISTANCE OF 5.50 FEET TO A POINT FOR CORNER; (L9) NORTH 86°41'51" EAST, A DISTANCE OF 201.07 FEET TO A POINT FOR CORNER; (L10) SOUTH 48°18'09" EAST, A DISTANCE OF 18.28 FEET TO A POINT FOR CORNER; (L11) SOUTH 03°18'09" EAST, A DISTANCE OF 88.00 FEET TO A POINT FOR CORNER; (L12) SOUTH 48"18'09" EAST, A DISTANCE OF 10.00 FEET TO A POINT FOR CORNER; (1_13) NORTH 86°41'51" EAST, A DISTANCE OF 19.93 FEET TO A POINT FOR CORNER; (1_14) NORTH 03°18'09" WEST, A DISTANCE OF 27.50 FEET TO A POINT FOR CORNER; (1_15) NORTH 86°41'51" EAST, A DISTANCE OF 10.00 FEET TO A POINT FOR CORNER; (1_16) SOUTH 03°18'09" EAST, A DISTANCE OF 27.50 FEET TO A POINT FOR CORNER; (L17) NORTH 86-41'51" EAST, A DISTANCE OF 114.07 FEET TO A POINT FOR CORNER; Sheet 1 of 9 ® Stantec EXHIBIT "A" 10, FOOT WATER LINE EASEMENT FREDERICK BIGNER SURVEY, ABSTRACT NO. 1, ARTHEM DUWE SURVEY, ABSTRACT NO.459 CITY OF BEAUMONT, JEFFERSON COUNTY, TEXAS (1_18) SOUTH 48°18'09" EAST, A DISTANCE OF 18.28 FEET A POINT FOR CORNER; (1_19) SOUTH 03-18-09" EAST, A DISTANCE OF 113.24 FEET A POINT FOR CORNER; (L20) SOUTH 37°10'57" WEST, A DISTANCE OF 18.90 FEET A POINT FOR CORNER; (L21) SOUTH 77-40-02" WEST, A DISTANCE OF 111.73 FEET A POINT FOR CORNER; (L22) SOUTH 68°29'28" WEST, A DISTANCE OF 105.46 FEET A POINT FOR CORNER; (L23) SOUTH 04°23'50" WEST, A DISTANCE OF 123.69 FEET A POINT FOR CORNER; (L24) SOUTH 40°36'10" EAST, A DISTANCE OF 16.00 FEET TO A POINT FOR CORNER IN THE NORTH RIGHT -OF WAY LINE OF NORTHWEST PARKWAY (130-FOOT RIGHT-OF-WAY) SAID POINT ALSO BEING THE POINT OF CURVATURE OF A NON-TAGENT CURVE TO THE RIGHT HAVING A RADIUUS POINT WHICH BEARS NORTH 02°53'46" EAST, A DISTANCE OF'1,000.00 FEET; THENCE ALONG THE NORTH RIGHT-OF-WAY LINE OF SAID NORTHWEST PARKWAY THE FOLLOWING CALLS: (Cl) NORTHWESTERLY WITH SAID CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 08°11'34", FOR AN ARC LENGTH OF 142.99 FEET, A CHORD BEARING OF NORTH 83°00'27" WEST, AND A CHORD DISTANCE OF 142.87 FEET TO THE POINT OF TANGENCY; (L25) NORTH 78°54'41" WEST, A DISTANCE OF 70.05 FEET TO 5/8-INCH IRON ROD WITH PLASTIC CAP STAMPED "ARCENEAUX & GATE" FOUND FOR THE POINT OF CURVATURE OF A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 1,130.00 FEET; (C2) NORTHWESTERLY WITH SAID CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 08°52'29", FOR AN ARC LENGTH OF 175.03 FEET, A CHORD BEARING OF NORTH 83°20'56" WEST, AND A CHORD DISTANCE OF 174.85 FEET TO. A POINT FOR CORNER; THENCE DEPARTING THE NORTH RIGHT-OF-WAY LINE OF SAID NORTHWEST PARKWAY OVER AND ACROSS SAID 46.70 ACRE TRACT OF LAND THE FOLLOWING CALLS: (L26) NORTH 02°28'02 EAST, A DISTANCE OF 10.00 FEET TO THE POINT OF CURVATURE OF A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS POINT WHICH BEARS SOUTH 02°12'58" WEST, A DISTANCE OF 1,140.00 FEET; (C3) SOUTHEASTERLY WITH SAID CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 03°48'26", FOR AN ARC. LENGTH OF 75.75 FEET, A.CHORD BEARING OF SOUTH 85°52'49" EAST, AND A CHORD DISTANCE OF 75.74 FEET TO A POINT FOR CORNER; (L27) NORTH 06°16'28" EAST, A DISTANCE OF 5.00 FEET TO THE POINT OF CURVATURE OF A NON -TANGENT _CURVE TO THE RIGHT HAVING A RADIUS POINT WHICH BEARS SOUTH 06°01'27" WEST, A DISTANCE OF 1,145.00 FEET ; (C4) SOUTHEASTERLY WITH SAID CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 00°30'01", FOR AN ARC LENGTH OF 10.00 FEET, A CHORD BEARING OF SOUTH 83°43'32" EAST, AND A CHORD DISTANCE OF 10.00 FEET TO A POINT FOR CORNER; Sheet 2 of 9 742\su ® Stantec EXHIBIT "A" 10 FOOT WATER LINE EASEMENT FREDERICK BIGNER SURVEY, ABSTRACT NO. 1, ARTHEM DUWE SURVEY, ABSTRACT NO. 459 CITY OF BEAUMONT, JEFFERSON COUNTY, TEXAS (L28) SOUTH 06°16'28" WEST, A DISTANCE OF 5.00 FEET TO THE POINT OF CURVATURE OF A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS POINT WHICH BEARS SOUTH 06°31'33" WEST, A DISTANCE OF 1,140.00 FEET; (C5) SOUTHEASTERLY WITH SAID CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 04°33'46", FOR AN ARC LENGTH OF 90.79 FEET, A CHORD BEARING OF SOUTH 81°11'34" EAST, AND A CHORD DISTANCE OF 90.79 FEET TO THE POINT OF TANGENCY; (L29) SOUTH 78°54'41" EAST, A DISTANCE OF 70.05 FEET TO A POINT -FOR THE POINT OF CURVATURE OF A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 990.00 FEET; SOUTHEASTERLY WITH SAID CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 00°33'46", FOR AN ARC LENGTH OF 9.73 FEET, A CHORD BEARING OF SOUTH 79°11'33" EAST, AND A CHORD DISTANCE OF 9.73 FEET TO THE POINT OF TANGENCY; (L30) NORTH 10°14'12" EAST, A DISTANCE OF 5.00 FEET TO A POINT FOR CORNER; (L31) SOUTH 79°4548" EAST, A DISTANCE 10.00 FEET TO A POINT FOR CORNER; (L32) SOUTH 10°14'12" WEST, A DISTANCE OF 5.00 FEET TO THE POINT OF CURVATURE OF A NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS POINT WHICH BEARS NORTH 09°56'50" EAST, A DISTANCE OF 990.00 FEET; (C6) SOUTHEASTERLY WITH SAID CYRVE TO THE LEFT HAVING A CENTRAL ANGLE OF 02°25'20", FOR AN ARC LENGTH OF 41.85 FEET, A CHORD BEARING OF SOUTH 81 °15'50" EAST, AND A CHORD DISTANCE OF 41.85 FEET TO A POINT FOR CORNER; (L33) NORTH 04-23-50" EAST, A DISTANCE OF 5.01 FEET TO A POINT FOR CORNER; (L34) SOUTH 85-36'10- EAST, A DISTANCE OF 10.00 FEET TO A POINT FOR CORNER; (L35) SOUTH 04-23-50" WEST, A DISTANCE OF 5.50 FEET TO THE POINT OF CURVATURE OF A NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS POINT WHICH BEARS NORTH 06°56'44" EAST, A DISTANCE OF 990.00 FEET; (C7) SOUTHEASTERLY WITH SAID CURVE TO THE LEFT HAVING A CENTRAL ANGLE 02-49-51", FOR AN ARC LENGTH OF 48.91 FEET, A CHORD BEARING OF SOUTH 84°28'12" EAST, AND A CHORD DISTANCE OF 48.91 FEET TO A POINT FOR CORNER; (L36) NORTH 04°23'50" EAST, A DISTANCE OF 119.76 FEET TO A POINT FOR CORNER; (L37) NORTH 85-36-10" WEST, A DISTANCE OF 99.14 FEET TO A POINT FOR CORNER; (L38) NORTH 59°56'05" WEST, A DISTANCE OF 60.53 FEET TO A POINT FOR CORNER; (L39) NORTH 80°43'04" WEST, A DISTANCE OF 89.93 FEET TO A POINT FOR CORNER; (L40) NORTH 09°16'56" EAST, A DISTANCE OF 20.53 FEET TO A POINT FOR CORNER; (L41) NORTH 03°16'53" WEST, A DISTANCE OF 207.02 FEET TO A POINT FOR CORNER; Sheet 3 of 9 rawings\exhibits\11742v01 wl esmt.docx ® Stantec EXHIBIT "A" 10 FOOT WATER LINE EASEMENT FREDERICK BIGNER SURVEY, ABSTRACT NO. 1, ARTHEM DUWE SURVEY, ABSTRACT NO.459 CITY OF BEAUMONT, JEFFERSON COUNTY, TEXAS (1-42) NORTH 86°41'51" EAST, LEAVING THE EXTERIOR LINE OF THE HEREIN DESCRIBED TRACT, A DISTANCE OF 10.00 FEET TO POINT FOR CORNER IN THE INTERIOR LINE HEREOF; (L43) NORTH 86-41-51" EAST, A DISTANCCE OF 108.47 FEET TO A POINT FOR CORNER; (1-44) SOUTH 03°16'48" EAST, A DISTANCE OF 44.50 FEET A POINT FOR CORNER; (1-45) NORTH 86°41'51" EAST, A DISTANCE OF 10.00 FEET A POINT FOR CORNER; (1-46) NORTH 03°16'48" WEST, A DISTANCE OF 44.50 FEET A POINT FOR CORNER; NORTH 86°41'56" EAST, A DISTANCE OF 27.76 FEET A POINT FOR CORNER; (L47) NORTH 86-41-51" EAST, A DISTANCE OF 128.18 FEET A POINT FOR CORNER; (1-48) SOUTH 48°18'09" EAST, A DISTANCE OF 10.00 FEET A POINT FOR CORNER; (L49) SOUTH 03°18'09" EAST, A DISTANCE OF 88.00 FEET A POINT FOR CORNER; (1-50) SOUTH 48°18'09" EAST, A DISTANCE OF 18.28 FEET A POINT FOR CORNER; (1-51) NORTH 86°41'51"EAST, A DISTANCE OF 144.00 FEET A POINT FOR CORNER; (1-52) SOUTH 48°18'09" EAST, A DISTANCE OF 10.00 FEET A POINT FOR CORNER; (1-53) SOUTH 03°18'09" EAST, A DISTANCE OF 105.41 FEET A POINT FOR CORNER; (L54) SOUTH 37°10'57" WEST, A DISTANCE OF 11.52 FEET A POINT FOR CORNER; (L55) SOUTH 77°40'02" WEST, A DISTANCE OF 108.84 FEET A POINT FOR CORNER; (L56) SOUTH 68-29-28" WEST, A DISTANCE OF 91.38 FEET A POINT FOR CORNER; (1-57) NORTH 21 °30'32" WEST, A DISTANCE OF 5.50 FEET A POINT FOR CORNER; (L58) SOUTH 68°29'28" WEST, A DISTANCE OF 10.00 FEET A POINT FOR CORNER; (L59) SOUTH 21 °30'32" EAST, A DISTANCE OF 5.50 FEET A POINT FOR CORNER; (L60) SOUTH 68°29'28" WEST, A DISTANCE OF 15.35 FEET A POINT FOR CORNER; (1-61) NORTH 85°36'10" WEST, A DISTANCE OF 82.95 FEET A POINT FOR CORNER; (1-62) NORTH 04°23'50" EAST, A DISTANCE OF 5.00 FEET A POINT FOR CORNER; (1-63) NORTH 85°36'10" WEST, A DISTANCE OF 10.00 FEET A POINT FOR CORNER; (1-64) SOUTH 04-23-50" WEST, A DISTANCE OF 5.00 FEET A POINT FOR CORNER; (1-65) NORTH 85°36'10" WEST, A DISTANCE OF 0.13 FEET A POINT FOR CORNER; (1-66) NORTH 59°56'05" WEST, A DISTANCE OF 60.09 FEET A POINT FOR CORNER; Sheet 4 of 9 V:\2220\active\222011742\survey\drawings\exhibits\11742v01 wl esmt.docx ® Stantec EXHIBIT "A" 10 FOOT WATER LINE EASEMENT FREDERICK BIGNER SURVEY, ABSTRACT NO. 1, ARTHEM DUWE SURVEY, ABSTRACT NO.459 CITY OF BEAUMONT, JEFFERSON COUNTY, TEXAS (1-67) NORTH 80°43'04" WEST, A DISTANCE OF 66.19 FEET A POINT FOR CORNER; (1-68) NORTH 09-16-56" EAST, A DISTANCE OF 12.93 FEET A POINT FOR CORNER; (1-69) NORTH 80°43'04" WEST, A DISTANCE 10.00 FEET A POINT FOR CORNER; (1-70) SOUTH 09°16'56" WEST, A DISTANCE OF 12.93 FEET A POINT FOR CORNER; (1-71) NORTH 80°43'04" WEST, A DISTANCE OF 5.56 FEET A POINT FOR CORNER; (1-72) NORTH 09-16'56" EAST, A DISTANCE OF 11.63 FEET A POINT FOR CORNER; (1-73) NORTH 03°16'53" WEST, A DISTANCE OF 208.12 FEET A POINT FOR CORNER; (1-74) SOUTH 86°41'51" WEST, LEAVING THE INTERIOR LINE OF THE HEREIN DESCRIBED TRACT, A DISTANCE OF 10.00 FEET TO A POINT FOR CORNER IN THE EXTERIOR LINE HEREOF; (1-75) SOUTH 86°41'51" WEST, A DISTANCE OF 40.64 FEET A POINT FOR CORNER; (1-76) NORTH 48°18'09" W, A DISTANCE OF 14.14 FEET A POINT FOR CORNER; (1-77) SOUTH 86-41-51" WEST, A DISTANCE OF 190.95 FEET A POINT FOR CORNER; (1-78) SOUTH 03°18'09" EAST, A DISTANCE OF 40.08 FEET A POINT FOR CORNER; (1-79) SOUTH 86°41'51" WEST, A DISTANCE OF 10.00 FEET A POINT FOR CORNER; (1-80) NORTH 03-18-09" WEST, A DISTANCE OF 40.08 FEET A POINT FOR CORNER; (1-81) SOUTH 86-41-51" WEST, A DISTANCE OF 114.53 FEET A POINT FOR CORNER; (1-82) SOUTH 03-18-09" EAST, A DISTANCE OF 31.50 FEET A POINT FOR CORNER; (1-83) SOUTH 86°41'51" WEST, A DISTANCE OF 10.00 FEET A POINT FOR CORNER; (1-84) NORTH 03-18-09" WEST, A DISTANCE OF 31.50 FEET A POINT FOR CORNER; (1-85) SOUTH 86°41'51" WEST, A DISTANCE OF 47.21 FEET A POINT FOR CORNER; (1-86) NORTH 02°52'32" WEST, A DISTANCE OF 10.00 FEET TO THE POINT OF BEGINNING AND CONTAINING A COMPUTED AREA OF 25,207 SQUARE FEET OR 0.5787 ACRES OF LAND. NOTES: A SKETCH WAS PREPARED ON EVEN DATE TO ACCOMPANY THIS DESCRIPTION. THE BEARINGS CALLED FOR HEREIN ARE REFERENCED TO THE TEXAS STATE PLANE COORDINATE SYSTEM (SOUTH CENTRAL ZONE, NAD 83), BASED ON LEICA GEOSYSTEMS NORTH TEXAS SMARTNET NETWORK, DISTANCES ADJUSTED TO SURFACE USING AN AVERAGE COMBINED SCALE FACTOR OF 0.99996148125. Sheet 5 of 9 ® Stantec EXHIBIT "A" 10 FOOT WATER LINE EASEMENT FREDERICK BIGNER SURVEY, ABSTRACT NO. 1, ARTHEM DUWE SURVEY, ABSTRACT NO. 459 CITY OF BEAUMONT, JEFFERSON COUNTY, TEXAS 8/7/2020 ALBERTO JONATHAN PEREZ DATE REGISTERED PROFESSIONAL LAND SURVEYOR REGISTRATION NUMBER 6572 STANTEC CONSULTING SERVICES INC JONATHAN.PEREZ an.STANTEC.COM 210-525-9090 ALBERTO JONATHAN PEREZ :. A .. v ...::... 6572 ` �0 V:\2220\active\222011742\survey\drawings\exhi Sheet 6 of 9 I 7a UTI1M GSaffNT OT1Y OF BEAUMONT VOL 239% PG 41 CALLED LIDO ACRES DJLdGT. UPI BEAUMONT LUC I DOM NO. 202001011% ' 0.PJLJ.O.T. POC 12 F&S I (� L42 �, EIR& S 07V5' W. 0.4' L1 POB L43 L77 L75 L� L81 I I I r L74 EASEMENT wt I L TOO IKTERIDR L42 L74 EX 7D TEPoOR II I L83 L79 I I I I '1� WATER LIRE III EASEMENT I �1a DRAINAGE ewsnm+T AeBEvaRT �7 ACRE �r �' iD APSHV INVESTMENTS NM 20 PARTNERS W. LP. I DDC. N0. 8182 (26,207 SQ. Fr. I/ LAMT. 0.PJLJ.GT. III ' S 09'29'38' E a 260.78' I I I III I CO LL III o CALLED 0.500 ACRE THE CITY OF BEAUMONT I I DDC. NO. 2014030SU & DOG NO. 2DI4029145 I PORTION B. 0 ACRES 4 AN ACRES CALLED DELTA DELTA M,V10R LP LU GPJLJ.GT. 0 1a DRAINAGE EASEMENT AGRF7]!@IT I TO APSHV DASSTWERTS PARTNERS M. L P. DOG N0. DOD 183 DOCUI@1T NO. 2019020205 O.P.R.J.C.T. LeoI SOC 6 I O.P.R LAC.T. L72 pJy�E�o U4g9 L71 Lag LU f/Q m I I AR 1HEM L7o A 6s7RACi LU a$ I I z I S 02.51'34' E I 86.6,v Q I N sus - 'IF S 47'51'34' E 'AR-�'TEnux u Cur7E" (6EU'r) I 4268' Lee C3 L27 04 Lid I B� T1i 350Y. �.�' Ics p 05'}459 Sir- ORF R - TI30.00' 'A7CENFAOf a w-.E' (Cm; L = 103.53' S B6'57'51' W CB - S 89'3520" W 137.50' II CD = 1133.50' _ 'APr.EiEA;,:c c:<?• CALLED 2970 ACRES II I THE CITY OF B91 5 DOG NO. 20I4D241129148 O.PA.J.GT. NOgtHyyEa.�. I I P '�''p'y����I� AY (130' PUBLIC R.O.W.) III III 0 40 III 80 III 1" = 80' 1 1 I NOTES: A FIELD NOTE DESCRIPTION WAS PREPARED ON EVEN DATE TO ACCOMPANY THIS SKETCH. BEARINGS SHOWN HEREON ARE REFERENCED TO THE TEXAS STATE PLANE COORDINATE SYSTEM (SOUTH CENTRAL ZONE, NAD 83) BASED ON LEICA GEOSYSTEMS NORTH TEXAS SMARTNET NETWORK, DISTANCES ADJUSTED TO SURFACE USING AN AVERAGE COMBINED SCALE FACTOR EL99996148125 LEGEND CIRF CAPPED IRON ROD FOUND D.R.J.C.T. DEED RECORDS OF JEFFERSON **SEE LINE AND CURVE TABLES COUNTY, TEXAS PAGE 9 OF 9** O.P.R.J.C.T. OFFICIAL PUBLIC RECORDS OF JEFFERSON COUNTY, TEXAS POB POINT OF BEGINNING Stamec EXHIBIT „B„ POC POINT OF COMMENCING V WATER LINE EASEMENT (CI") CONTROLLING MONUMENT 6080 Tennyson P", Suite 200 FREDERICK BIONER SURVEY, ABSTRACT NO. VOL, PG. VOLUME, PAGE Plano, Texas 75024 ARTHEM DUWE SURVEY, ABSTRACT NO.459 Doc. NO. DOCUMENT NUMBER Tel. (214) 473-2400 CITY OF BEAUMONT, JEFFERSON COUNTY, TEXAS TBPE # F-6324 TBPLS # 10194488 SQ. FT. SQUARE FEET Copyright © 2020 DATE 08/712020 SCALE 1:80 DRAWN BY: RB PROJECT NO.: 222011742 PAGE NO. 7 OF 9 V:\2220\active\222011742\survey\drawings\exhlblts\11742_v02_wl_esmt.dwg Jul 29, 20 b,Ub PM by. jjperez I CALLED 15.00 ACRES LN BEAUMONF LLC DOC NO. 202D01984 IO.P.PAQ.T. L7 L9 (io L47 (gyp I 27.7a' / BD' VAOE ACCESS EASEWENT AGREEMENT r DDC ND. 2007015181 I 0.P.R.LCT. I( L46 L75 I I , C I (!? 01 L17 (!9 I I I L51 I PORTION OF REMINDER CALLED 48.70 ACRES I DELTA MANOR LP I DOCUMENT NO. 20190292DS UP.R.J.C.T. >d WATM uNE � EASEArCo I I I ( I I DUV� LLI EM No'UA59Y ARAgS?RAGEI I O SDI BtGT ER 1R I 0. LU I IT ' °- L55 LU LB4 L57 I I L82 L59 I LU I ZI L85 L.37 L80 I I I UI I I A- 00-SY41r R - -�.� Q I - S M IW E Lao 0 40 80 I ' I I L31 L32 1 » = 80L29 CB Las I IC7 � n = oeroD 4D Sr' C'n I R 1000.00' 'Aacrr+_«: c GATE' I I L=104.9f CB = S B9'53'28' W I CD 104.87' INORTHWEST PARKWAY (130' PUBLIC RO.W.) I I I NOM LEGEND A FIELD NOTE DESCRIPTION WAS PREPARED ON EVEN DATE TO ACCOMPANY THIS CIRF CAPPED IRON ROD FOUND SKETCH. BEARINGS SHOWN HEREON ARE REFERENCED TO THE TEXAS STATE PLANE D.R.J.C.T. DEED RCOUNTYECORDS OF JEFFERSON COORDINATE SYSTEM (SOUTH CENTRAL ZONE, NAID B3) BASM ON LOCH GEOSYSTEMS -•SEE LINE AND CURVE TABLES NORTH TEXAS SMARTNET NETWORK, DISTANCES ADJUSTED TO SURFACE USING AN OFFICIAL PUBLIC RECORDS OF AVERAGE COMBINED SCALE FACTOR 0.99998148125 PAGE 9 OF 9** O.P.R.J.C.T. JEFFERSON COUNTY, TEXAS POB POINT OF BEGINNING (NStante'c EXHIBIT „B„ POC POINT OF COMMENCING V WATER LINE EASEMENT (CM) CONTROLLING MONUMENT 12222 Merit Drive, Suite 400 FREDERICK BIGNER SURVEY, ABSTRACT NO. 1, VOL, PG. VOLUME, PAGE Dallas, Texas 75251 ARTHEM DUWE SURVEY, ABSTRACT NO 469 DOC. N0. DOCUMENT NUMBER Tel. (972) 991-0011 CITY OF BEAUMONT, JEFFERSON COUNTY, TEXAS TBPELS # 10194229 SO. FT. SQUARE FEET Copyright © 2020 DATE: 08f712020 SCALE:1:80 - DRAWN BY: RB PROJECT NO.: 222011742 PAGE NO. 8 OF 9 V:\2220\active\222011742\survey\drawings\exhibits\11742_vO2_wl_esmt.dwg Jul 29, 20 5:05 PM by. jjperez LINE TABLE LINE # BEARING DISTANCE L1 N 86'41'51' E 19.84' L2 S 03'18'09" E 11.00' L3 N 86'41'51" E 376.76' L4 S 4818'09" E 14.14' L5 N 86'41'51' E 113.97' L6 N 0318'09" W 5.50' L7 N 86'41'51' E MOD' LB S 03'18'09" E 5.50' L9 N 86'41'51" E 201.07' L10 S 48'1W09" E 18.28' L11 S 03'18'09" E 8&00' L12 S 4818'09" E 10.00' L13 N B6'41'51" E 19.93' L14 N 03'18'09" W 27.50' L15 N 86'41'51" E 10.00' L16 S 031B'09" E 27.50' L17 N 86'41'51" E 114.07' L18 S 4816'09" E 1 &28' L19 S 0318'09' E 113.24' L20 S 3710'57' W 18.90, L21 S 77*40*01" W 111.73' L22 S 68'29'28" W 105.46' L23 S 04'23'50" W 123.69' L24 S 4036'10" E 16.00' L25 N 7B 54'41' W 70.05' L26 N 0228'02" E 10.00' L27 N 0616'28" E 5.00' L28 S 0516'28" W 5.00' L29 S 78'5441" E 70.05' L30 N 1014'12" E 5.00, L.31 5 7945'48" E 10.00' L32 S 1014'12" W 5.00' 1-33 N 0423'50' E 5.01, L34 S 8536'10" E 10.00' L35 S O423'50" W 5.50, L36 N 04'23'50" E 119.76' L37 N 8536'10* W 99.14' L38 N 59'56'05" W 60.53' L39 N 80'43'04" W 89.93' L40 N 0916'56' E 20.53' L41 N 0316'53" W 207.02' L42 N 86'41'51' E 10.00' L43 N 86'41'51" E 10&47' (3stantec 12222 Merit Drive Suite 400 Dallas, Texas 75251 Tel. (972) 991-0011 TBPELS # 10194229 Copyright © 2020 LINE TABLE LINE # BEARING DISTANCE L44 S 0316'48' E 4-4.50' L45 N 86'41'51" E 10.00' L46 N 03'16'48" W 44.50' L47 N 85'41'51" E 128.18' L48 S 48'18'09" E 10.00' L49 S 031B'09" E B&00' L50 S 4818'09' E 18.28' L51 N 86'41'51" E 14-4.00' L52 S 48*18'09" E 10.00' L53 S 03'18'09" E 105.41' L54 S 37'10'57" W 11.52' L55 S 77'40'02' W 10&84' L58 S 68'29'28" W 91.38' L57 N 2110'32" W 5.50' L58 S 68'29'28" W 10.00' L59 S 2130'32" E 5.50' L60 S 68'29'28" W 15.35' L61 N 8536'10" W 82.95' L62 N 04'23'50" E 5.00, L63 N 8536'10' W 10.00' L64 S O423'50" W 5.00' L65 N 85'36'1D" W 0.13, L66 N 59'56'05" W 60.09' L67 N 80'43'04" W 66.19' L68 N 0916'56" E 1293' L59 N 80'43'04" W 10.00' L70 S 0915'56" W 12.93' L71 N 80'43'04' W 5.56' L72 N 0916'56" E 11.63' L73 N 0316'53* W 208.12' L74 S 86'41'51' W 10.00' L75 S 86'41'51" W 40.64' L76 N 4818'09" W 14.14' L77 S e6'41'51' W 190.95' L78 S 0318'09" E 40.0B' L79 , S 86'41'51" W 10.00' L80 N 0318'09" W 40.08' L81 S 86'41'51" W 114.53' L82 S 0318'09" E 31.50' L83 S B6'41'51" W 10.00' L84 N 0318'09' W 31.50' L85 S 86'41'51" W 47.21' L86 N 02'52'32' W 10.00' N.T.S. LOCATION MAP JEFFERSON COUNTY. TEXAS CURVE TABLE CURVE # LENGTH RADIUS DELTA CHORD LENGTH BEARING C1 142.99' 1000.00' 811'34" 142.87' N 83'00'27" W C2 175.03' 1130.00' 8'5Z29' 174.85' N 83'20'56" W C3 75.75' .1140.00' 3'4B'26' 75.74' S B5 52'49" E C4 10.00' 1145.00' 0130.01. 10.00' S 83'43'32" E C5 90.79' 1140.00' 433'46' 90.76' S 8111'34" E C6 41.85' 990.00' 2'25'20" 41.85' S 8115'50" E C7 4&91' 990.00' 1 2'49'51" 48.91' S 84'28'12" E EXHIBIT "B" V WATER LINE EASEMENT FREDERICK BKGNER SURVEY, ABSTRACT NO.1, ARTHEM DUWE SURVEY, ABSTRACT NO.469 CITY OF BEAUMONT, JEFFERSON COUNTY; TEXAS 0 F C. ALBERTO JONATHAN PEREZ ........................... 0 6572 SS 1 SIJR`��� )L�JQ ALBERTO JONATHAN PEREZ REGISTERED PROFESSIONAL DATE: 08i/2020 1 SCALE:1:80 1 DRAWN BY: RB I PROJECT NO.: 222011742 1 PAGE NO. 9 OF 9 1 "Clerk's Note: This instrument was recorded FILED AND RECORDED ;n the order received. OFFICIAL PUBLIC RECORDS Carolyn L. Guidry, County Clerk i Jefferson County, Texas August 14, 2020 12:41:57 PM j FEE: $70.00 2020024780