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SD4673A11901�11 IRS 516'IRON ROD SET WITH CAP IRF b/8'IRON ROD FOUND WITH "HU[D-ZOLLARS"[AP O.R.D.CI OFFICIAL RECORDS, DENTONCOUNTY, TEXAS P.R.D.CI PLAT RECORDS, DEN7ONCOUNTY, TEXAS 13L BUILDING LINE VE UTILITY EASEMENT VVME WALL MAINTENANCE EASEMENT DooNu. DOCUMENT NUMBER OFTHE OFFICIAL RECORDS OFQENTIN COUNTY TEXAS Asp- DENOTES STREET NAME CHANGE CAB., PG. CABINET, PAGE OFTHE OFFICIAL RECORDS OF DEMT)NCOUNTY TEXAS PARCEL DESIGNATION j�--B0CK N 0-0126- W 165.82"' ip:1 r-1 __ ----------|i_----- _ / ________� _ ________ // \-WSANITNRY SB0ESMT / Doc. No. 201W-9496O�� \ \ \ \ \ \ \ \ \ \ \ � i 8J0"13'3� ` \ ' � \ \ \ TEMP.STREET \ \ ^�]` n�° TVRN~�RODNO| ` - '� Doc, No. 2O1 CL/RPG LAND \ \ ' | ___________________�_ L IN CD 41 (PIPELINE EASEMENT) -20IX20'(SURFACE SITE EASEMENT) PERMANENT ESMT. AGREEMENT ) "vCX 20=76007.~~~~^^'' �-20'mATER EASEMENT , C[# 93FOO61633 O]R.[\C][ \ `- \ "�� D��.��1`\ \ � | � � ' ---- ------- 1� ^ \ P. n4l LU COMPANY, L. Cn B 0 �� 1 8 S. 0. >1_0 Doc. No. 2011 @S 4 An cla Doc. No. 2018-9494 719 co 21,12' POINT OF BEGINNING I in 131-W (TEXAS STATE PLANE COORDINATE CO IS 82*28'12 _ -S 21 �10051- 9 ep DRAINAGE EASEMENT `' `` ~-��-�� vv �+�u l� ` ` -~ � � \ Duo No-2nig4�95�J�D/�T. � | � // � ^� ! .\~ _��~' -- - _ --- \ c`\ �� \ ) \ l \ ' /�� ~^_� /\ '\ ` «�� .�� ° �� ^��' - - - - !i ! ' �o \ / \ � L_ 24 »v59 // /u" vv 130' --| p� 1�COGERV��CTR�ESMT ` �po Nu2O1�21877O�.D/�T ��'��2��" ��Y��'_� 13 � ^ rus [��j��Y�y��[��T�� -" .'� ` -^^~ ~' / / » _�' '' / / \ �� / ��,��, ` PHASE A L1422 \' m |\ uu ^ | 14 � ~p' \ '' ��=' | oo �| " - n- \ `` ,/ .�i � � �T2� .\ \� . \ � ~ ~~' \ r \ !\ \ ��' ` > 8»2'3z"� 1 ' u, oncmuzu16 -120184 Vp ON Comm AREA 1 Ciro 1510, 14 1) COMMON AREA I AREA I ��N�RE�1 ` �"' \ ~~-��v��[7°�� 1f��94' ��°��*�� y�~ _ '<,' � l\=��ry�° /�x� ~�-��}��"kK ��{�0� \ - � z �� ,n ��I�� [�� COSGRVEGMT ^ ` 7 - - - - -' ' - ' - ADDITION - /�=��'O�' � Doc. No�4V3��' \ ^ - �� -- \\ ��&q�� J\ i ` ' ,r---�---- '----'- ' ^~~ (��=�8�"��°k�-� ��DC.T -~' \ x ' --'--� | -- PJ� .C.T - ' \CH=7�69` ---- ! ' | | L ��|��. � = AND WALL MAINTENANCE EASEMENTS" IS THE RESPONSIBILITY OF DENTON 13. CREEKS OR DRAINAGE CHANNELS TRAVERSING ALONG OR ACROSSTHE GENERALNOTES COUNTY FRESH WATER SUPPLY DISTRICT NO. 7 AND DOES NOT CONSTITUTE ADDITION WILL REMAIN AS OPEN CHANNELS AND WILL BE MAINTAINED BY THE 1 VVH0LE8ALEVVATERAND��NiT�RYSEVVERGERV�E��B�pROV E0BY� A�QEPTAN��OFTHE SAME FOR KUA|NTENANCEPURPOSES BYDENTONCOUNTY� |NDK8OUAL PROPERTY OVVNEROFTHE LOT {}RLOTS THAT ARE TR/&/ERSEDBY ' (]RADJACENT TOTHE DRAINAGE COURSES ALONG ORACROSS THE LOTS� UPPER TRINITY RE��|ON&LWATER DISTRICT QVONORTH KEALYSTREET, 7. THE SUBJECT PROPERTY OF THIS PLAT IS WITHIN THE EXTRA -TERRITORIAL >4. ALL SURFACE DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF FENOE8, LEVSViLLE' TB�S75DG7 JUR�80CT|ONOFTO�NO�COPPE��OAN��N. DENTONCOUNTY.TEnAS. BUILDINGS, FOUNDATIONS, PLANTINGS AND FILLING OR OBSTRUCTING THE P'O' BOX DRAWER 0U5 8 ALL AND Fb�ODV��|GPRQH}B��D LE�N8V|LLE.TEXAG75087 . . . PHONE: (972)21Q-1228FAX: 221'A8�0 OTHER OB9TRUCT0NSTDTHE OPERATION AND K8A|NTENANCEOFTHE DRAINAGE ' � / FACILITY 8YTHE PROPERTY OWNER. ANY FENCES WITHIN THE EASEMENT SHALL 15. NOCONSTRUCTION, WITHOUT WRITTEN APPROVAL FROM DENTDNCOUNTY SHALL 3 SAG&EL�CTR��T0�EPROV|DEDGM� BEKEPTATANELE\��|ONH|GH�NOUGHTON��BLOCKORRESTR|CTTHE FLOVV BEALLOVVEDVNTH|NANIDENTIFIED "F!Rk4`'FLODDPLA|NAREA^AND THEN ONLY ' OFVVA��VNTH|NTHE�AGEK4E� EASEMENT. AFTER AOET�LFDFLOODPL�NDEVELOPK�ENTPERK�\TINCLUDING ENGINEERING COSERV PLANS AND STUDIES SHOW THAT NDRISE !NTHE BASE FLOOD ELEVATON_ (8FE) 77O1SOUTH GTEMK8ONSFREEWAY COR|NTH TEXAS 8� BLOCKING THE PU]VV OF WATER OR CONSTRUCTION OF IMPROVEMENTS IN THE WILL RESULT, THAT NO FLOODING WILL RESULT, THAT NO OBSTRUCTION TO THE ' POSITIVE NATUR�L�LOVVOFVVAJ�RVNLLRE�ULT'/\ND8UBJECTT{)&LL0VVNERSOFTHE PHONE: F��(Q40)27O-77Q0 . . ' ' � PROPERTY AFFECTED BY SUCH CONSTRUCTION BECOMING A PARTY TO THE 3. CABLE & TELEPHONE TOBEPROVIDED BY: 10. DENTDN COUNTY WILL NOT BE RESPONSIBLE FOR ANY DAMAGE, PERSONAL REQUEST. WHERE CONSTRUCTION |8PERMITTED, ALL FINISH FLOOR ELEVATIONS GR&NDECOK8MUN|C/T|DNS INJURY, {)RLOSS OFLIFE ORPROPERTY OCCASIONED BYFLOODING ORFLOODING SHALL BEAMINIMUM OFTWO FOOT ABOVE THE i0O4EARFLOOD ELEVATION. 6D0TITTLE DR..SUITE 4OO | CONDITIONS. i1.�N��N�Q��T��E��I8��B0 '''~^`~ r'''------' COURT APPROVAL SHALL BESUBJECT TOCURRENT COUNTY SUBDIVISION RULES _. THIS PLAT _ NOT WITHIN A FEMA-DESIGNATED FLOODIPLAIN. FOR LIMITS OF THE AND REGULATIONS. '~~'~~^'^-~---''' THIS AREA, REFER TO FEMA MAP NUMBER 4812ICO530G, 12 DENTONCOUNTY SHALL NOT BERESP[}NSiBGEFOR yNAJNTENANCEOF PRIVATE -^'DEN TON COUNTY. STREETS, DRIVES, EMERGENCY ACCESS EASEMENTS, RECREATION AREAS AND OPEN SPACES; AND THE 0VVNERBSHALL BERESPONSIBLE FOR THE MAINTENANCE ~' ^'^~^^~~-'-'--'-� PAVING, GRADING ARE 'THE RESPONSIBILITY OF OFPRIVATE STREETS, DRIVES, EKAER8ENCYACCESS EAGEK8ENT8.RECREAJ0ON �~~~~^~~'~'^~`---''''-�|'-N -7AN3 DO AREAS, AND AND TOTHE EXTENT PERMITTED BY FRESHVVKTER�U�PLY0�|��| u.^mvuuu ` . ' THE SAME FOR MANTEN�NC'PU��D�BGBYDENTDNCQUNTY� ��R��TD INDEMNIFY AND HOLD HARMLESS QENTON COUNTYFROM ALL ~ - � CLAIMS, DAMAGES AND LOSSES A8|G|NS OUT OF OR RESULTING FROM 8. WALL PLAT ARE FOR PERFORMANCE OF THE OBLIGATIONS OF SAID OWNERS SET FORTH IN THIS _�__.___~_^.^O,^DC^mnmmJ` ^ou/mr�muwc� pumur�Pupu \ |��pumpuo�urrxuvuxmwAuUtporun�"","�",�,"."` OPERATIONS. MAINTENANCE OFTHE IMPROVEMENTS WITHIN THE "LANDSCAPE BENCHMARK LIST CUT'X'TOP OF CURB AT THE NORTHEAST END OF MEDIAN DIVIDING THE LANES OF LANTANA TRAIL, APPROX. 445 FT NORTHEAST FROM THE CENTERLINE OF BLUEBONNET WAY AND 97 FT SOUTHWESTLY FROM THE CENTER OF THE TURNAROUND AT THE END OF LANTANA TRAIL. CUT "X" ON THE SOUTHWEST SIDE OF A HIKE AND BIKE TRAIL, NORTHWEST CUT SIDE OF LANTANA TRAIL, APPROX. 172 FT NORTHEAST FROM THE CENTERLINE OF BLUEBONNET WAY AND 20 FT NORTHWEST FROM THE NORTHWEST CURB LINE OF LANTANA TRAIL. CURVE TABLE CURVE DELTA RADIUS CHORD BEARING CHORD LENGTH LINE TABLE LINE BEARING LENGTH LINE TABLE LINE BEARING LENGTH � .k G7-�n )/ ~�� [�' �' ~�( �� ~ L~�� /��>�� L��~�� I �� SCALE IN FEET BASIS OF BEARING TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL TEXAS ZONE NAD 83, ESTABLISHED FROM N.G.S. MONUMENT "DTOB" AND "MARTIN" IN JUNE 1999. BARRING'TON A"U"DITION PHASE B AN ADDITION TO DENTON COUNTY, TEXAS 93 RESIDENTIAL LOTS, 5 COMMON AREAS 23.75 ACRES SITUATED IN THE DENTON COUNTY, TEXAS CURPG LAND COMPANY, L.P. by: CL TEXAS I G.P., L.L.C., 14755 Preston Road, Suite 130 Dallas, Texas 75254 Tom Burleson, Executive Vice President Huitt-Zollars, Inc. Dallas 1717 McKinney Avenue, Suite 1400 Dallas, Texas 75202-1236 Filed for Record in the Official Records Of: 'E Denton County z 2. In the PLAT Records < C4 Doc Number: 2018-128 Number of Pages: 2 Z uj WHEREAS, CL/RPG Land Company, L.P. is the owner of a tract of and the Richard Knight Survey, Abstract No. 702, Denton County, Ti in instrument to CL/RPG Land Company, L.P. as recorded under Doi described as Parcel 43 in instrument as recorded under Document Nu described in instrument as recorded under Document Number 2016-4 Texas, and being more particularly described as follows; BEGINNING at a 5/8 inch iron rod found with plastic cap stamped "I the Barrington Addition Phase A, an addition to Denton County as re Denton County, Texas, said point being on the westerly right-of-way as recorded in Document No. 2011-35391 of the Deed Records, Dent situated in the Lewis Cohen Survey, Abstract No. 246 and being a portion of a tract of land described as Tract 8 ✓nt Number 2004-126732, and a portion of tract of land r 2016-49620, and a portion of 14.96 acres of land 1, all of the Official Property Records of Denton County, tt-Zollars" at the northeast comer of Lot 1, Block 41 A of ded under Document No. 2016-2224 of the Plat Records, e of Copper Canyon Road (a variable width right-of-way) County,, Texas; [on Phase A the following courses: rly right-of-way line of Copper Canyon Road a distance ""1uitt-Zollars", South 87 degrees 27 minutes 39 seconds West, a distance of 119.9 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars": North 02 degrees 32 minutes 21 seconds West, a distance of 19.611 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars"; South 87 degrees 27 minutes 39 seconds West, a distance of 181 "Huitt-Zollars"; South 05 degrees 24 minutes I I seconds East, a distance of 6.81 "Huitt-Zollars"; South 82 degrees 28 minutes 12 seconds West, a distance of 107 "Huitt-Zollars"; South 77 degrees 31 minutes I I seconds West, a distance of 99 "Huitt-Zollars"; South 71 degrees 21 minutes 24 seconds West, a distance of 153 "Huitt-Zollars"; feet to a 5/8 inch iron rod found with plastic cap stamped to a 5/8 inch iron rod found with plastic cap stamped feet to a 5/8 inch iron rod found with plastic cap stamped feet to a 5/8 inch iron rod found with plastic cap stamped feet to a 5/8 inch iron rod found with plastic cap stamped feet to a 5/8 inch iron rod found with plastic cap stamped South 65 degrees 40 minutes 10 seconds West, a distance of 59.5 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars"; North 29 degrees 31 minutes 23 seconds West, a distance of "Huitt-Zollars"; N:MrtwAoll�� M feet to a 5/8 inch iron rod found with plastic cap stamped feet to a 5/8 inch iron rod found with plastic cap stamped to a 5/8 inch iron rod found with plastic cap stamped South 15 degrees 28 minutes 37 seconds West, a distance of 14.141 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars"; South 60 degrees 28 minutes 37 seconds West, a distance of 95.001 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars" and being the beginning of a curve to the left havin . g a central angle of 03 degrees 07 minutes 36 seconds, a radius of 275.00 feet, subtended by a 15.01 foot chord which bears South 58 degrees 54 minutes 49 seconds West; Continuing southwesterly along said curve to the left an arc distance of 15.01 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars"; THENCE, South 29 degrees 31 minutes 23 seconds East, continuing A, a distance of 410.09 feet to a 5/8 inch iron rod found with plastic Addition; THENCE continuing along the northerly lines of said Barrington Ad South 60 degrees 28 minutes 37 seconds West, a distance of I "Huitt-Zollars"; ig a southwesterly line of said Barrington Addition Phase stamped "Huitt-Zollars" on a northerly line of said Phase A the following courses: . • iWim, mm��, 21 South 75 degrees 28 minutes 37 seconds West, a distance of 166.94 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zol Jars"; I North 45 degrees 03 minutes 24 seconds West, a distance of 20.00 "Huitt-Zollars" and being the beginning of a non -tangent curve to I seconds, a radius of 50.00 feet, subtended by a 70.69 foot chord wl Continuing westerly along said curve to the right an are distance o- stamped "Huitt-Zollars"; South 44 degrees 54 minutes 52 seconds West, a distance of 25.72 "Huitt-Zollars"; Jeet to a 5/8 inch iron rod found with plastic cap stamped ie right having a central angle of 89 degrees 58 minutes 16 ich bears South 89 degrees 55 minutes 44 seconds West; 78.51 feet to a 5/8 inch iron rod found with plastic cap to a 5/8 inch iron rod found with plastic cap stamped North 86 degrees 24 minutes 32 seconds West, a distance of 269.81 i feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars"; North 71 degrees 55 minutes 55 seconds West, a distance of 81.62 "Huitt-Zollars"; I l# I i ill! 1p!Jil 11 111111 1 North 53 degrees 46 minutes 55 seconds West, a distance of 82-69 "Huitt-Zol Jars"; to a 5/8 inch iron rod found with plastic cap stamped to a 5/8 inch iron rod found with plastic cap stamped to a 5/8 inch iron rod found with plastic cap stamped THENCE, North 29 degrees 31 minutes 23 seconds West, departing said1 northerly line of Barrington Addition Phase A, a distance of 272.15 feet to a 5/8 inch iron rod set with plastic cap stamped Huitt-Zollars"; THENCE, North 40 degrees 35 minutes 31 seconds West, a distance of �A 10 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, North 04 degrees 24 minutes 29 seconds East, a distance of 21.21 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, North 59 degrees I I minutes 10 seconds West, a distance of 130.96 feet to a 5/8 inch iron rod set with plastic cap stamped "Fluitt-Zollars"; THENCE, North 28 degrees 12 minutes 33 seconds West, a distance of 119.78 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, North 00 degrees 01 minutes 26 seconds West, a distance of 165.82 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, North 89 degrees 58 minutes 34 seconds East, a distance of 120.68 feet to a 518 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, North 00 degrees 01 minutes 26 seconds West, a distance of 16.18 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, North 89 degrees 58 minutes 34 seconds East, a distance of 50.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Fluitt-Zollars` THENCE. South 00 degrees 01 minutes 26 seconds East. a distance of 1.67 feet to a 5/8 inch iron rod set with plastic cap stamped '1uitt-Zo I Jars "; THENCE, South 45 degrees 01 minutes 26 seconds East, a distance of 14.14 feet to a 5/8 inch iron rod set with plastic cap stamped Huitt-Zollars"; THENCE, North 89 degrees 58 minutes 34 seconds East, a distance of 110.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zol , lars"; THENCE, North 10 degrees 15 minutes 37 seconds East, a distance of 140.19 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars". THENCE, North 89 degrees 58 minutes 34 seconds East, a distance of 114.39 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, North 87 degrees 57 minutes 06 seconds East, a distance of 161.97 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, South 29 degrees 31 minutes 23 seconds East, a distance of 603.51 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars" and being the beginning of a non -tangent curve to the left having a central angle of I I degrees 29 minutes 04 seconds, a radius of 225.00 feet, subtended by a 45.02 foot chord which bears North 51 degrees 21 minutes 18 seconds East; THENCE, northeasterly along said curve to the left an are distance of 45.10 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars" and being the beginning of a reverse curve to the right having a central angle of I I degrees 44 minutes 15 seconds, a radius of 275-00 feet, subtended by a 56.24 foot chord which bears North 51 degrees 28 minutes 53 seconds East; THENCE, northeasterly along said curve to the right an arc distance of 56.34 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, North 29 degrees 31 minutes 23 seconds West, a distance of 160.92 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zol Jars"; THENCE, North 60 degrees 28 minutes 37 seconds East, a distance of 170.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, South 29 degrees 31 minutes 23 seconds East, a distance of 12.84 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, South 73 degrees 28 minutes 14 seconds East, a distance of 14.40 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars" and being the beginning of a non -tangent curve to the right having a central angle of 08 degrees 57 minutes I I seconds, a radius of 1,407.00 feet, subtended by a 219.63 foot chord which bears North 67 degrees 15 minutes 43 seconds East; THENCE, northeasterly along said curve to the right an arc distance of 219.85 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, North 26 degrees 03 minutes 33 seconds East, a distance of 13.92 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars" and being the beginning of a non -tangent curve to the left having a central angle of 00 degrees 16 minutes 59 seconds, a radius of 225.00 feet, subtended by a I - I I foot chord which bears North 21 degrees 16 minutes 06 seconds West; THENCE, northerly along said curve to the left an arc distance of 1.11 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, North 68 degrees 37 minutes I I seconds East, a distance of 50.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zol lars" and being the beginning of a non -tangent curve to the right having a central angle of 01 degrees 03 minutes 29 seconds, a radius of 275.00 feet, subtended by a 5.08 foot chord which bears South 20 degrees 51 minutes 05 seconds East; THENCE, southerly along said curve to the right an arc distance of 5.08 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, South 62 degrees 26 minutes 50 seconds East, a distance of 14,59 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars" and being the beginning of a non -tangent curve to the right having a central angle of 04 degrees 40 minutes 58 seconds, a radius of 1,407.00 feet, subtended by a H 4.96 foot chord which bears North 76 degrees 55 minutes 53 seconds East; THENCE, easterly along said curve to the right an arc distance of 115.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, North 23 degrees 36 minutes 34 seconds West, a distance of 289.80 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, South 89 degrees 46 minutes 26 seconds West, a distance of 8.56 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, North 00 degrees 13 minutes 34 seconds West, a distance of 170.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars" on the northerly line of the aforementioned 14.96 acre tract; THENCE, North 89 degrees 46 minutes 30 seconds East, along the northerly line of said 14.96 acre tract, a distance of 593.35 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars" on the westerly right-of-way line of the aforementioned Copper Canyon Road; THENCE, along the westerly right-of-way line of said Copper Canyon Road the following: South 02 degrees 56 minutes 40 seconds East, a distance of 414.94 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; South 00 degrees 26 minutes 06 seconds East, a distance of 174,71 feet to the POINT OF BEGINNING and CONTAINING 23.75 Acres of land, more or less. OWNERS CERTIFICATE NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT, CL / RPG LAND COMPANY, L.P., acting by and through the undersigned, their duly authorized agent, do hereby adopt this plat designating the herein described property as, BARRINGTON ADDITION, Phase B, Denton County, Texas and do hereby dedicate to the public use forever the street right-of-way and public easements shown hereon. It is further affirmed that the Property within this plat is within the Extra Territorial Jurisdiction of Town of Cooper Canyon, Denton County, Texas. CL I RPG LAND COMPANY, L.P. a Texas Limited Partnership By: CL TEXAS I G.P., L.L.C. its General Partner By: - Thomas H. Burleson Executive Vice President STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, the undersigned Notary Public in and for the State of Texas, on this day personally appeared Thomas H. Burleson, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purpose and consideration therein expressed, and in the capacity therein stated: 1:;441 GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF _AVA2CN_AAIIIII�� 201& V STEPHANIE NGUYEN 'y :O Notary Public, State of Texas Comm. Expires 11-07-2021 �c Notary ID 131343214 allotary fubfit in the St e `Ioexa�s�� MY Commission Expires: OWNERS CERTIFICATE NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT, DENTON COUNTY FRESH WATER SUPPLY DISTRICT No. 7, acting by and through the undersigned, their duly authorized agent, do hereby adopt this plat designating the herein described property as, BARRINGTON ADDITION, Phase B, Denton County, Texas and do hereby dedicate to the public use forever the street right-of-way and public easements shown hereon. It is further affirmed that the property within this plat is within the Extra Territorial Jurisdiction of Division 11 City of Denton, Denton County, Texas. Denton County Fresh Water Supply District No. 7 By: David J. Ware President I J�Ware President t BEFORE ME, the undersigned Notary Public in and for the State of Texas, on this day personally appeared David J. Ware, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purpose and consideration therein expressed, and in the capacity therein stated: GIVEN UlI MY HAND AND SEAL OF OFFICE THIS 15 DAY OF 2018. DONNA G TURNER NOTARY PUBLIC STATE OF TEXAS Notary OFt MY COMM. EXP 08/30/18 MY Commission Expires: aagl§r �R_ Mi"i F-401111 RM THAT 1, Mitchell S. Pillar Registered Professional Land Surveyor, do hereby certify that this plat was prepared from an actual and accurate survey of the land described hereon, and that the corner monuments shown hereon were found or placed under my personal supervision in accordance with the Ordinances of Denton County. STATE OF TEXAS ................... Ka 5491 COUNTY OF DENTON 7 BEFORE ME, the undersigned Notary Public in an fate of Texas. on this day personally appeared Mitchelf S. Pillarknown to me to be the person whose narne is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purpose and consideration therein expressed, and in the capacity therein stated: GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF 2018 Notary Public in the State of Texas My Commission Expires: HELENE P, MCMLLIAMS My Notary ID # 126659392 EVIres September 15, 202D ENGINEERS CERTIFICATE 1 Michael David DeLeon, a Texas Licensed Engineer, do hereby affirm that to the best of my knowledge information and belief and based upon the information provided, the drainage improvements shown on this plat will have no adverse effect on any property adjacent to the property shown. I further declare that I will accept full responsibility for the integrity of the drainage design and will defend and hold harmless Denton County from any claim or litigation arising out of any errors, omissions or other acts of negligence in the preparation of same. Michael avid De eon, P.E. #91753 CERTIFICATE OF APPROVAL Approved this - day of 2018, by the Denton County Freshwater Supply District Number 7 DavidDavid J. War (President) ----------- tJWar (2Presi( A• a A 1-4 liui#t-Zollars, Inc. Callas 1717 McKinney Avenue, Suite 1400 Dallas, Texas 75202-1236 Phone (214) 871-3311 Fax (214) 871-0757 Filed for Record 'E in the Official Records Of., Z C) Denton County FZ CD On: 318/2018 10:45:09 AM < CqCO In the PLAT Records 0 BARRINGTON ADDN PHASE Doc Number: 2018-128 Number of Pages: 2 Z Amount: 100.00 Ordet#:20180308000177 By: CB UJ 0J Z LL :D 0 < 0 PROJECT No. R0I-2782.98