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SD4556ATO DENTON NOT TO SCALE HICKORY HILL ewSITE LOCATION FM 407 00 FM 407 _JETER TO FT WORTH TO \4 1 DALLAS mr4mEnm 20'DRAINAGE EASEMENT (BY SEPARATE INSTRUMENT-,7;.--4' INST. NUMBER 120184 O.R.D.C.T. N150 13'53"E 11 I..LR NOW 01'26"W PARCEL CURVE TABLE 203.96 S70-.30'00-E 100.001, 124.71' 1088.00'__�l 374.47' 3 N89* 5834"E 146.01' IRS 857 51'31"E P53.71' I UU.Uu I 8 �5!;� z 9 oa / 'w", - . I N890 5834"E 81,28"\ 10 553 r4O NOOO 01'26V IRS A I IR 61.W- P 49. r .- N 89*68W E 147.82'ry -49-04, I 96.3Z R - RS 46 . 32' I S89* 581 34 IR z 41.37 PARCEL CURVE TABLE no I N42*2T39"E 0 14 15 N29' 31'23-W 5.50 NI 60 28' 37"E\\ \\N600 2837"E - 95.00' A=3*07'36"\ R=275.00' CB=N58054!48"E_-�\�� CH=15.01' L=15.011 of IRS 5/8' IRON ROD SET WITH *HUITT-ZOLLARS"CAP 01 1 '1 1 IRF 5/8"IRON ROD FOUND WITH HUITT-ZOLLARS* CAP O.R.D.C.T. OFFICIAL RECORDS, DENTON COUNTY, TEXAS P.R.D.C.T, PLAT RECORDS, DENTON COUNTY, TEXAS B.L. BUILDING LINE UE UTILITY EASEMENT 20'COSERV ESMT. Doc. No. DOCUMENT NUMBER OF THE OFFICIAL RECORDS CC#2008-081936 OF DENTON COUNTY TEXAS -0- DENOTES STREET NAME CHANGE 4_1*'N­ PARCEL DESIGNATION W x 36UTILtTY ESMT. INST INSTRUMENT) BLOCK INST. NUMBER 120182 S02* 32'21"E 20' WATER EASEMENT O.R.D.C.T. CC# 93R0D61633 D.R.D.C.T, 40'x 84'UTILITY ESMT. 9.61' (BY SEPARATE INSTRUMENT) N05*24'11wW N870 27'39"E INST. NUMBER 120183 O.R.D.C.T. N710 21'24"E 6.81' N870 27139"E 119.991 N890 34'23"E 181.38' Ll 1 153.45' N82" 28'12"E co M 1 /-43.86- AREA5 N600 28'37"E N770 31' 1 VE 107.04- s 50.00, 99.38'-\ 1 �32;F '4*15t38M� 2 26 IRS I 7 S29* 31'23"E 6 10 1 At 1 N �00- 26'06'E 8.22' S 87* 9* W ��f gwjz� A 3;1 1 BASIS OF BEARING 01 07 61.38' 26 N 87*2 N65* 24'06"E 41 128-W -,,I I ' -m TEXAS STATE PLANE COORDINATE SYSTEM, 28 tsl' 0 7113.7 zp:� !;!Iz'4 y 4Q, KlnD'rW f%f=MTQAI Tf=YA_Q'7rWf= NAn Aq I• - -.4 u 0 a - ') , 11 1Sl87 _�� �4 :k -4 4 W I TNP CAP 6 CA- , 1 in ESTABLISHED FROM N.G.S. MONUMENT 5 ij5.12 1"101 u A# r "DTOB"AND "MARTIN" IN JUNE 1999. c I - I � I" I SQ 4 lk zu BI- 113.Or 1 V UTILITY & WALL I r wi AQ IR -148 S'UE A90 49. to MAINTENANCE ESMT. 411 N 87'Z520' 2 -2-,A �v .1 1 .49. JA* I - & t)plyf- , �13.'T'V - I 1 26 25 -11 1 FUE _'_ .55 -46 - 23 S020 33'57"E 120,- 5! UE 24 10 1 310.59' 5! UE \lp ti i 22 (p 12, A 13 rn I N 87'2n4* E DENTON COUNTY g 63-06 20, 23 ck (PARCEL 47) 0.1555 AC 14 liq - r --e -49 ;;1, 1 21 < 2011-35390 D.R.D.C.T. ny I.R cli 59.3CV 'ei , 1 -1 ��N(17127'%Q'r_ 0 I !PA- AP- 55ARF-1 juj 12D, 57.OW- Im _- 7. �\p\'Z''. 6 0.6 b� 8 1 17 1 z 504* 45'03"E Z r u 12 N 8i2O.W7*2r3T E 223-62' N10 9 V UE--� A 13 ' E ej-3V4 68.37 1 &'N WITNPCAP 14 ih 49." 1 ig S(B"IRF 9- N 87-2r3Sr E I A go 15 15 4A.Tr .16 j-'b 10 T m A7*2r3ir E 120 00' zq $860 24' 32-E 269 81, IRS IRS -61 �k 49 "';p' as 18.83 t.4 8 15! SANITARY SEWER 14 1­1g _�'�20' DRAINAGE ESMT. 41 5.50, \> N45- 01' 26-W Ica L 13 Z !�4' 14 (SEE DETAIL 'N THIS SHEET) 3 cla 21.21' 6 UE IRS Ns 7 ESMT. ( L22 IRS ED 5 6 WE 29 WATER EASEMENT 20.w 149'ti, c- - I i R.D.C.T NOW 01'26"W _L _�2 L23 CC# 93ROO61633 D. zi- N WW34* E •.7. VUE 20'SANITARY SEWER ESMT. 95.53' .7 80.00, \ \ I , 4 13 36. COMMON (BY SEPARATE INSTRUMENT) N850 52'14"W 67.27 NOVOIWW AREA I 20'DRAINAGE ESMT. .0d .6� �31 3 45 9.w 3a N Li 55.w oe'_us INST. NUMBER 120185 1 (SEE DETAIL 'IT SHEET 2) D S 8Mr3W W 20. 2 15 O.R.D.C.T to N 26352V IN N790 19'4'7*W S�v I *4'rl3* E N 60*2837' E 2 1 12 883*1n 27-W N 28 cl& 83.19,er N 89*5834*E .10's 22.83' 4821 xx 0 -27 y- \ S83*lo, 10' UTILITY& WALL I / N 89'58W E 235.W N 89*58'34' E 295.00' -----49 N 87-27-39- E - 60.W 60.W 60,W ss.w SSW 60.00, 60.W-- 60.00' 60.00, 3 At . _x 26 LLI I MAINTENANCE ESMT. N IRF 22* 30'31'W '360, > r COMMON -4 "/ ."1- (540 9 J-1 A=14*29 56.25' to �6.01- CIS 11 3: as f N 89*58'34*E AREA 1 COMMON 9- E R=140.00' 4 1 5 to ;D tD 4W\ 140.0- 9 9 1-8 0-\�" 76, AREA3 20 22 23 25 26SteCB=N29*45'56"W L:�N2 �39' -0 18 19 Ng 21 28 29 CROSSTEX DC GATHERING CH=35.32' 8 s g 24 G K - \ \ G 8 10 Z8 6�N COMPANY J.V. N m 40 Lc; 17 8- &UE 101 C-4 20'GAS ESM'r. PARCEL 019 •.76' 54- W I tk' ut: z z z z N 8-r2r3g* rm c> W8L z Z 2W BL 84,34' L - - - - - --- �* \ V'_____ ____ ____ --- 4-�- I _COMMON (0 2007-101057 R.D.C.T. I L�_4- - - 4A' 120.00 '-A x__ t \j S42* 31'58"E 61.78' S57* 12'10"E N58* 00'03"E r­44.48' F128.51' A=89058,16" S840 IS 48"E IRS - S530 46'55"E R=50.00' 55.00, '000N*A 82.69' CB=N89055144"E dr S60* 30'28"E CH=70.69' 0 IK N 21*202r W iRs[ 81.68' S710 56 55"E L=78.51' 10 22.46'N440 54� 52*E 55. IRS IF81.62 25.72' 57AW E I I I No 40 zo - - I W. N Zi 22 16 4- w 20 1 5/8"IRF V UE 41 7 0 W/TNPCAP 5 r2r39' E 21 D s 0 20. (P -.0 -0 1 '\t; t� 4 1p. I 0. -0 �0' -t "i� z z 41 7- q 8.v 41 VARIABLE WIDTH 2 19 F 01 -0k, - - ELECTRICAL ESMT. -p 20 -50-00 2r, 5'UE LU• ce I DOC# 2016-21977 50.Lw I twu ul I ;.� I CL I .41A -v 60. 18 c'A �j er2 E� 94.W I CL I "p 19 N60* 28'37"E 100.00, S45* 03'24"E 20.00' >00" PARCEL LINE TABLE S54'31'07'F- N47*32'21 *w 4 -r ---- -60.W-- --60,W- VARIABLE WIDTH �13 0. 0 0' 60W,;;�- - 60.W - 65.W --- 88. 60- 'L W8.28' v ELECTRIC ESMT. .23' TRINIDAD WAY 1003.2W - ----- 19 DOC#2016-21979 107.23' - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - 9 2V COSERV ESMT, LO N89*58WE 1110.51' IV DRAINAGE ESM[T. (SEE DETAIL 'V S EET 2) CC# 2008-081937 NOTE: 30.W' CIA 1123.2r N71 63'29"W (TO BE ABANDONED o0­---60oo­- BY THIS PLAT) 2 5.�w 6' UE S, F9. 235.22 >100"----60,W-'--110.00'----60.00'-",-,60*W----611,W----60,W"---611.0(r----W*ov'-'--60.W- --60,W-'*-60 - - - - - - - - - �V_Ec - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _®_ Lu w %p li.w 1. ALL LOT CORNERS WILL BE SET UPON f W BL 14.744- w k_�v Lu ul COMPLETION OF CONSTRUCTION USING \p R. ILI w ul w LLI w Lu w ui ui w UE UJ ED /3'3-'\ tD UO 8 8A 14 16-� �17 V 18 'ev \,B 75 74 73 10 11 12 �! � ?� 4 5 6 7 A 518 INCH REBAR WITH A YELLOW PLASTIC +�4 COMMO, 3 8 .5. # C., - PO T O� BEG�N/ NING _�J' 3.r-- 8 9 __13 19 Pv-- --,T- xii - t4 t q R (Tv N. 7089155.50 "s T4 CAP STAMPED *HUITT-ZOLLARS". v 76 72 R\ /040 (IN AREAS WHERE IT IS NOT PHYSICALLY co V; N 40*41146* E 41 POSSIBLE TO SET REBAR, AN X CUT OR P.K. -73.06 so.w., I - 130.2V X E: 2392929.52 NOOO 22'06"E' ioi to -61.001 0 60.W 60,00' 60.W 60.00' 60.w 60.00, 60.W 60.W 60.W 60.W 60.W 60.00' OW 61.00' 61.W -131.4Z SOW I 123 67' _j I SW IRF 60.W j L 60-W I W I TNP CAP NAIL WILL BE UTILIZED). THE CENTERLINE OF 5. ------------- i 77 8 34- 252.47 -- ---- ----------------------- N__ - N W583e E 445.1 OR 'STEX DC GATHERING COMPANY J.V. ----------------------- - ------------------- COMMON AREA 2 -------------------------------- S 9-W W-------- THE STREET RIGHT�OF­WAY WILL BE L� 0 me NONE" , m 7 0 mm 0 S890 5834"W 1908.74' 15� DRAINAGE MONUMENTED WITH A SCRIBED "X"IN 2W GAS ESMT. PARCEL 019 71 IRF t EASEMENT VARIABLE WIDTH UTILITY ESMT. 2W COSERV ESMT. CC# 2008-081937 VARIABLE WIDTH UTILITY ESMT. 20- Wbt=KV ESMT. CC# 200"81937 CONCRETE AT THE P.C.S, P.T.S AND V 2007-101057 D.R.D.C.T. 1 78 -VARIABLE WIDTH (TO BE ABANDONED BY THIS PLAT) (BY THIS PLAT) (SEE DETAIL 'D' (TO BE ABANDONED BY THIS PLAT) (BY THIS PLAT ELECTRIC ESMT. 1) DOC# 2016-21977 SHEET 2) INTERSECTION POINTS, 79 BANDERA ADDITION 70 4 VARIABLE WIDTH 2. COORDINATES SHOWN ARE TEXAS STATE I QUIET HILL ESTATES ELECTRIC ESMT. 9 (&A SO (A) 11LC I CAB. Y, PG. 23 5 DOC# 2016-21977 PLANE COORDINATE SYSTEM, NORTH P.R.D.C.T. DOC. # 2013-103 P.R.D.C.T. CENTRAL , ZONE 4202NAD 1983 GRID VALUES. A 0,34,A At., 6q- A GENERALAOTES 1. WHOLESALE WATER AND SANITARY SEWER SERVICE TO BE PROVIDED BY: UPPER TRINITY REGIONAL WATER DISTRICT 900 NORTH KEALY STREET, LEWISVILLE, TEXAS 75067 P.O. BOX DRAWER 305 LEWISVILLE, TEXAS 75067 PHONE: (972) 219-1228, FAX: (972) 221-9896 2. GAS & ELECTRIC TO BE PROVIDED BY: COSERV 7701 SOUTH STEMMONS FREEWAY CORINTH, TEXAS 76210-1842 PHONE: (800) 274-4014, FAX. (940) 270-7790 3. CABLE & TELEPHONE TO BE PROVIDED BY: GRANDE COMMUNICATIONS 500 TITTLE DR., SUITE 400 LEWISVILLE, TEXAS 75056 PHONE: (877) 238-6891 4. THIS PLAT IS NOT WITHIN A FEMA-DESIGNATED FLOODPLAIN. FOR LIMITS OF THE 100-YEAR FLOODPLAIN IN THIS AREA, REFER TO FEMA MAP NUMBER 4812IC0530G, APRIL 18,2011 DENTON COUNTY. 5. THE MAINTENANCE OF PAVING, GRADING AND DRAINAGE IMPROVEMENTS AND/OR EASEMENTS SHOWN ON THIS PLAT ARE THE RESPONSIBILITY OF DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 6 AND DO NOT CONSTITUTE ACCEPTANCE OF THE SAME FOR MAINTENANCE PURPOSES BY DENTON COUNTY. 6. *LANDSCAPE & WALL MAINTENANCE EASEMENTS" SHOWN ON THIS P ARE FOR THE PURPOSE OF PROVIDING ACCESS FOR LANDSCAPE WALL MAINTENANCE OPERATIONS. MAINTENANCE OF THE IMPROVEMEN WITHIN THE "LANDSCAPE AND WALL MAINTENANCE EASEMENTS" IS T RESPONSIBILITY OF DENTON COUNTY FRESH WATER SUPPLY DISTRI NO. 7 AND DOES NOT CONSTITUTE ACCEPTANCE OF THE SAME F• MAINTENANCE PURPOSES BY DENTON COUNTY. 7. THE SUBJECT PROPERTY OF THIS PLAT IS WITHIN T EXTRA -TERRITORIAL JURISDICTION OF THE TOWN OF COPPER CANYON. 8. ALL POSITIVE OVERFLOW EASEMENTS SHALL BE KEPT CLEAR PLANTINGS, AND OTHER OBSTRUCTIONS TO THE OPERATION MAINTENANCE OF THE DRAINAGE FACILITY BY THE PROPE OWNER. ANY FENCES WITHIN THE EASEMENT SHALL BE KEPT AT ELEVATION HIGH ENOUGH TO NOT BLOCK OR RESTRICT THE FLOW WATER WITHIN THE EASEMENT. 9. BLOCKING THE FLOW OF WATER OR CONSTRUCTION OF IMPROVEMEN IN THE POSITIVE OVERFLOW EASEMENTS IS PROHIBITED. 10. DENTON COUNTY WILL NOT BE RESPONSIBLE FOR ANY DAAMMAG PERSONAL INJURY, OR LOSS OF LIFE OR PROPERTY OCCASIONED FLOODING OR FLOODING CONDITIONS. 11. CONSTRUCTION NOT COMPLETE WITHIN TWO YEARS OF TF COMMISSIONERS COURT APPROVAL SHALL BE SUBJECT TO CURREN COUV4'SUBDIVISION RULES AND REGULATIONS. A • • PROJECT IND. 01-2782.81 Il a uJ ID Z E 0 Ul Cl) a. W < X -J a. CL e Ul 9 it 0- CO UJ Z .2)Co W 0 to 0 W X W E 0 M X to < tq CL 0 a C� CU Cq -J 2CL 0 W WHEREAS, CL/RPG Land Company, L.P., is the owner of a tract of land situated in the Lewis Cohen Survey, Abstract No. 246 and the W.H. Scott Survey, Abstract No. 1234, Collin County, Texas and being a portion of a tract of land described in instrument to CL/RPG Land Company, L.P., as recorded under Document Number 2016-49621 & 2004-126732 of the Official Property Records of Collin County, Texas, and being more particularly described as follows; BEGINNING at a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars" at the northeast comer of Lot 72, Block 33B of the Bandera Addition, an addition to Denton County as recorded in Cabinet Y, Page 23 of the Plat Records, Denton County, Texas; THENCE along the northerly line of said Bandera Addition, North 71 degrees 53 minutes 29 seconds West a distance of 235.22 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars"; THENCE continuing along the northerly line of said Bandera Addition, North 21 degrees 39 minutes W-9.w rvf- distance of 16.21 feet a 5/8 inch iron rod found with plastic ca, ed "Huitt-Zollars" at the southeast corner of Lantana Trail (a variable width right-of-way) as recorded in Cabinet W, Page 618 of the Plat Records, Denton County, Texas and continuing in all a distance of 81.69 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars" at the beginning of a non -tangent curve to the right having a delta angle of 14 degrees 29 minutes 36 seconds, a radius of 140.00 feet and being subtended by a chord which bears North 29 degrees 45 minutes 56 seconds West a distance of 35.41 feet, THENCE along the northerly right-of-way line of said Lantana Trail the following; Along said curve to the right an arc length of 35.41 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars" at the end of said curve; North 22 degrees 30 minutes 31 seconds West a distance of 56.25 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars"; North 79 degrees 19 minutes 47 seconds West a distance of 83.19 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollal THENCE departing the northerly right-of-way line of said Lantana Trail North 85 degrees 52 minutes 14 seconds West a distance of 11.58 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-7-ollars"; -agrees .1=7t- •1=1M r-1) set with plastic cap stamped "Huitt-Zollars"; 41 set with plastic cap stamped "Huitt-Zollars"; 'THENCE South 89 degrees 58 minutes 34 seconds West a distance of 5.50 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 50.00 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 81.28 feet to a 5/8 inch iron rod set with plastic cap stamped ",Huitt-Zollars"; THENCE North 00 degrees 0 1 minutes 26 seconds West a distance of 100.00 feet to a 5/8 inch it rod set with plastic cap stamped "Buitt-Zollars"; THENCE North 15 degrees 13 minutes 53 seconds East a distance of 22.80 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 146.01 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE South 57 degrees 51 minutes 31 seconds East a distance of 153.71 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE South 42 degrees 31 minutes 58 seconds East a distance of 61.78 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE South 57 degrees 12 minutes 10 seconds East a distance of 44.48 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE South 84 degrees 15 minutes 48 seconds East a distance of 55.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; 4 M Tit: de.;W&V("i1Ie-S;03 si";il Easta-distaw'�: 34128-`1 i • a 5 ineh red "fi 9Ro 1ro L 111 es 46 MIT set with plastic cap stamped "Huitt-Zollars"; T`BENCE South 60 degrees 30 minutes 28 seconds East a distance of 81.68 feet to a 5/8 inch iron rot set with plastic cap stamped "Huitt-Zollars"; THENCE South 71 degrees 55 minutes 55 seconds East a distance of 81.62 feet to a 5/8 inch iron roil set with plastic cap stamped "Huitt-Zollars"; THENCE South 86 degrees 24 minutes 32 seconds East a distance of 269.81 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; T-LFiW151NJql1N-U 1 4@� �**Mvqglg- set with plastic cap stamped "Huitt-Zollars" at the beginning of a non -tangent curve to the left having a deltaangle of 89 degrees 58 minutes 16 seconds, a radius of 50.00 feet and being subtended by a chord which bears North 89 degrees 55 minutes 44 seconds East a distance of 70.69 feet; THENCE along said curve to the left an arc length of 78.51 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars" at the end of said curve; IV LP�Tlln-si MIA TM311rf" set with plastic cap stamped "Huitt-Zollars"; THENCE North 75 degrees 28 minutes 37 seconds East a distance of 166.94 feet to a 5/8 inch iron rot set with plastic cap stamped "Huitt-Zollars"; egrees.26 mmill set with plastic cap stamped "Huitt-Zollars" THENCE North 29 degrees 31 minutes 23 seconds West a distance of 410.09 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars" at the beginning of non -tangent curve to the right having a delta angle of 03 degrees 07 minutes 36 seconds, a radius of 275.00 feet and being subtended by a chord which bears North 58 degrees 54 minutes 48 seconds East a distance of 15.01 feet; THENCE along said of curve to the right an arc length of 15.01 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars" at the end of said curve; THENCE North 60 degrees 28 minutes 37 seconds East a distance of 95.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE North 15 degrees 28 minutes 37 seconds East a distance of 14.14 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 5,50 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE North 60 degrees 28 minutes 37 seconds East a distance of 50.00 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 48.22 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE North 65 degrees 24 minutes 06 seconds East a distance of 113.78 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE North 71 degrees 21 minutes 24 seconds East a distance of 153.45 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE North 77 degrees 31 minutes 11 seconds East a distance of 99.38 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE North 82 degrees 28 minutes 12 seconds East a distance of 107.04 feet to a 518 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE North 05 degrees 24 minutes 11 seconds West a distance of 6.81 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE North 87 degrees 27 minutes 39 seconds East a distance of 181.38 feet to a 5/8 inch iron rod set with plastic cap stamped "Buitt-Zollars"; THENCE South 02 degrees 32 minutes 21 seconds East a distance of 19.61 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE North 87 degrees 27 minutes 39 seconds East a distance of 119.99 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE North 89 degrees 34 minutes 23 seconds East a distance of 43.86 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars" on the westerly right-of-way line of Copper Canyon Road (a variable width right-of-way) as recorded in Document No. 2011-35390 of the Deed Records, Denton County, Texas; THENCE along the westerly right-of-way line of said Copper Canyon Road the following; South 00 degrees 26 minutes 06 seconds East a distance of 61.38 feet to a 5/8 inch it rod found with plastic cap stamped "TNP"; South 02 degrees 33 minutes 57 seconds East a distance of 310.59 feet to a 5/8 inch iron rod found with plastic cap mped "TNP"; found with plastic cap stamped South 02 degrees 22 minutes 45 seconds East a distance of 479.82 feet to a 5/8 inch iron rod found with plastic cap stamped "TNP" at the northeast comer of Quiet Hill Estates, an addition to Denton County as recorded in Document No. 2013-103 of the Plat Records, Denton County, Texas; THENCE along the northerly line of said Quiet Hill Estates, South 89 degrees 58 minutes 34 seconds West a distance of 1,908.74 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars" at the northwest comer of said Quiet Hill Estates, said point being on the easterly line of the aforementioned Bandera Addition; OWNERS CERTIFICATE SURVEYORS CERTIFICATE NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: KNOW ALL MEN BY THESES PRESENTS: THAT, CL / RPG LAND COMPANY, L.P., acting by and through the undersigned, THAT 1, Eric J. Yahoudy Registered Professional Land Surveyor, do hereby their duly authorized agent, do hereby adopt this plat designating the herein certify that this plat was prepared from an actual and accurate survey of the described property as, BARRINGTON ADDITION, Phase A Denton County, land described hereon, and that the comer monuments shown hereon Texas and do hereby dedicate to the public use forever the street right-of-way were found or placed under my personal supervision in and public easements shown hereon. it Is furtheraffirmed this plat is within the Extra Territorial Jurisdiction of Town of Copper Canyon, Denton County, Texas. -doe Eric J. Yahoudy R.P.L.S. #4862 Date CL I RPG LAND COMPANY, L.P. -ship FIRM REGISTRATION NO 10025600 a Texas Limited Partner • By: CL TEXAS I G.P., L.L.C. ERIC JOHN H UL)Y'* its General Partner STATE OF TEXAS 4862 COUNTY OF DENTON BY-s BEFORE ME, the under -signed Notary Pub a State of Texas, on Thomas H. 6urlesoin this day personally appeared Eric J. Yahoudy, kno'wn to me to be the person Executive Vice President 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: 10 6,076 0.139 11 6,303 0.145 12 6,384 0.147 13 6,350 OA46 14 6,367 0.146 15 6,433 0.148 1 16 1 7,848 10.180 STATE OF TEXAS 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: GIVEN UN Y ND AND SEAL OF OFFICE THIS DAY OF 2016. Notary Public in the State of Texas My Commission Expires: BLOCK A Parcel # SQFT AC 1 6,000 0.138 BLOCK C Parcel 4 SQFT AC 1 8,234 0.189 2 6,418 0.147 3 6,356 0.146 4 6,345 0146 5 6,432 0A48 6 6,409 0.147 7 6,417 0A47 8 8,116 0.186 9 8,967 0.206 BLOCK D Parcel # SQFT AC 1 9,934 0228 2 6,563 0,151 3 6,585 0.151 4 6,559 0.151 5 6,571 0,151 6 6,728 0.154 7 8,394 0.193 8 1 6,540 1 0.150 THENCE departing the northerly line of said Quiet Hill Estates, North 00 degrees 22 minutes 06 DETAIL B seconds East a distance of 123.67 feet along the easterly line of said Bandera Addition to the POINT DRAINAGE EASEMBJ OF BEGINNING and containing 35.079 Acres of land, more or less. 9 16,045 1 0.139 BLOCK E Parcel # SQFT AC 1 9,210 0.211 2 7,322 0.168 3 7,080 0.163 4 6,586 0.151 5 6,595 0.151 6 6,747 0.155 7 6,696 0.154 8 6,321 0,145 9 6,652 0,153 10 6,504 0.149 11 6,446 0.148 12 6,516 0.150 13 6,591 0.151 14 6,669 0.153 15 7,067 0.162 16 13,888 0.319 17 9,175 0.211 18 6,321 0.145 19 6,024 0.138 20 6,000 0.138 21 6,000 0.138 22 6,000 0.138 23 6,000 0.138 BLOCK F Parcel # SQFT AC 1 81055 0.185 2 8,760 0.201 3 10,343 0.237 4 8,005 0.184 5 6,590 0.151 6 7,071 0.162 7 7,593 0.174 8 15,874 0.364 9 12,643 0.290 10 6,000 0.138 11 6,000 0.138 12 6,000 0.138 13 6,000 0.138 14 6,000 0.138 15 6,000 0.138 16 6,000 OA38 17 6,000 0.138 18 6,000 OA38 19 6,000 0.138 20 6,000 0.138 21 6,000 0,138 22 6,000 0.138 23 6,388 0.147 BLOCK I Parcel # SQFT AC 1 7,320 0.168 2 7,200 0.165 3 7,200 0.165 4 7,200 0.165 5 7,200 0.165 6 7,200 0.165 7 7,200 0.165 8 7.200 0.165 9 7,200 0.165 10 7,200 0.165 11 7,200 0.165 12 7,200 0.165 13 7,200 0.165 14 7,200 0.165 15 7,200 0.165 16 7,320 0.168 17 7,320 0.168 18 7,202 0.165 19 11,920 0.274 COMMON AREA Parcel SQFT AC 1 !2 182,813 4,197 105,786 2.429 3 22,230 0.510 4 8,290 0.190 5 5,428 0.125 DETAIL C DETAIL D DRAINAGE EASEMENT DRAINAGE EASEMENT BLOCK J Parcel # SQFT AC 8 7,376 0.169 9 9,077 0,208 10 9,195 0.211 11 7,579 0,174 12 8,414 0.193 13 10,655 0,245 14 7,428 OA71 is 7,715 0.177 16 7,931 0.182 17 10,450 0,240 18 8,522 0.196 19 7,416 0.170 20 7,200 0.165 21 7,200 0.165 22 7,200 0.165 23 7,700 0.177 24 7,810 0A79 25 7,200 0.165 26 7,200 0.165 27 7,200 0.165 28 7,200 0,165 29 11,307 0,260 ( GIVENUNF,E M HAND AND SEAL OF OFFICE THIS, 66 DAY OF = 2016 Notary Public in the State of Texas My Commission Expires: H P. MCWLUAMS J ELENE MyNotary lb! MSM mtw ENGINEERS CERTIFICATE EVim SW15, 2OW20 I 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 of 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. PAN m CERTIFICATE OF APPROVAL Approved this A4-A- day of 2016. by the Denton County Freshwater Supply District Number 7 51:54112 1AMS MM 5 URT/31 This lat ar)r)rQved th* (CountyJudg DONNA G IAIJFRINEIRI bTARYPUSUC STATE OF TEXAS -------------- FINAL PLAT BARRUNGTON ADDITION PHASEA AN ADDITION TO DENTON COUNTY, TEXAS 120 RESIDENTIAL LOTS, 5 COMMON AREAS 35 , 079 ACRES SITUATED IN THE LEWIS COHEN SURVEY, ABST. No. 246 W.H. SCOTT SURVEY, ABST. No. 1234 Ml It- #I I 15 i �t ..a J Cl. w tr- Qf w d� 0X �w Z w CC 03 I- 00 0 w 1= cr- 0-m w w w E W 0 07 N tyo © ca IRS 5/8" IRON ROD SET WITHH"HUITT-ZOLLARS" CAP IRF 5/8" IRON ROD FOUND WITH "HUITT-ZOLLARS" CAP O.R.D.C.T. OFFICIAL RECORDS, DENTON COUNTY, TEXAS P.R.D.C,T. PLAT RECORDS, DENTON COUNTY, TEXAS B.L. BUILDING LINE UE UTILITY EASEMENT WME WALL MAINTENANCE EASEMENT DOCX DOCUMENT NUMBER OF THE OFFICIAL RECORDS OF DENTON COUNTY TEXAS DENOTES STREET NAME CHANGE 41 PARCEL DESIGNATION E BLOCK CROSSTEX DC GATHERING f COMPANY J.V.' 20' GAS ESMT. PARCEL 019 2007-101057 O.R.D.C.T. k\` `t O C TABLE r. .. ,CURVE - ! �r�" . " LINE TABLE LINE BEARING DISTANCE L1 S 43'29'51" W 36.24' L2 S 87°25'20" W 19.94' L3 N 50°3952" W 20.03' L4 I N 02°32'21" W 74.13' L5 N 42°26'30" E 14.16 L6 N 87°25'20" E 126.44' L7 S 02-46'14" E 1 50.00' CAB. Y, PG. 23 VARIABLE WIDTH ELECTRIC LINE P.R:D.C.T. EASEMENT. & RIGHT OF WAY DOC# 2016-21977 O.R.D.C.T. 69 GENERAL NOTES 1. WHOLESALE WATER AND SANITARY SEWER SERVICE TO BE PROVIDED BY: UPPER TRINITY REGIONAL WATER DISTRICT 900 NORTH KEALY STREET, LEWISVILLE, TEXAS 75067 P.O. BOX DRAWER 305 LEWISVILLE, TEXAS 75067 PHONE: (972) 219-1228, FAX: (972) 221-9896 2. GAS & ELECTRIC TO BE PROVIDED BY: COSERV 7701-SOUTH STEMMONS FREEWAY CORINTH, TEXAS 76210-1842 PHONE: (800) 274-4014, FAX: (940) 270-7790 3. CABLE & TELEPHONE TO BE PROVIDED BY: GRANDE COMMUNICATIONS 500 TITTLE DR., SUITE 400 LEWISVILLE, TEXAS 75056 PHONE: (877) 238-6891 4. THIS PLAT IS NOT WITHIN A FEMA-DESIGNATED FLOODPLAIN. FOR LIMITS OF THE 100 YEAR FLOODPLAIN IN THIS AREA, REFER TO FEMA MAP NUMBER 48121 C0530G, APRIL 18, 2011 DENTON COUNTY. 5. THE MAINTENANCE OF PAVING, GRADING AND DRAINAGE IMPROVEMENTS AND/OR EASEMENTS SHOWN ON THIS PLAT ARE THE RESPONSIBILITY OF DENTON COUNTY FRESHWATER SUPPLY DISTRICT NO.6 AND DO NOT CONSTITUTE ACCEPTANCE OF THE SAME FOR MAINTENANCE PURPOSES BY DENTON COUNTY. 6. "LANDSCAPE & WALL MAINTENANCE EASEMENTS" SHOWN ON THIS PLAT ARE FOR THE PURPOSE OF PROVIDING ACCESS FOR LANDSCAPE AND WALL MAINTENANCE OPERATIONS. MAINTENANCE OF THE IMPROVEMENTS WITHIN THE "LANDSCAPE AND WALL MAINTENANCE EASEMENTS" IS THE RESPONSIBILITY OF DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 7 AND DOES NOT CONSTITUTE ACCEPTANCE OF THE SAME FOR MAINTENANCE PURPOSES BY DENTON COUNTY. 7. THE SUBJECT PROPERTY OF THIS PLAT IS WITHIN THE EXTRA -TERRITORIAL JURISDICTION OF THE TOWN OF COPPER CANYON. TRINIDAD WAY 1 ^- 4.69' IRF 15.00, IRF S00°01'26"E N00°01`26"W 17.50' 17 50' N89°58'34"E 15.00' �"' 1, DRAINAGE EASEMENT 16 < 17 0 40 ■ 8. ALL POSITIVE OVERFLOW.EASEMENTS SHALL BE KEPT CLEAR OF PLANTINGS, AND OTHER OBSTRUCTIONS TO THE OPERATION AND MAINTENANCE OF THE DRAINAGE FACILITY BY THE PROPERTY OWNER, ANY FENCES WITHIN THE EASEMENT SHALL BE KEPT AT AN ELEVATION HIGH ENOUGH TO NOT BLOCK OR RESTRICT THE FLOW OF WATER WITHIN THE EASEMENT. 9. BLOCKING THE FLOW OF WATER OR CONSTRUCTION OF IMPROVEMENTS IN THE POSITIVE OVERFLOW EASEMENTS IS PROHIBITED. 10. DENTON COUNTY WILL NOT BE RESPONSIBLE FOR ANY DAMAGE, PERSONAL INJURY, OR LOSS OF LIFE OR PROPERTY OCCASIONED BY FLOODING OR FLOODING CONDITIONS. 11. CONSTRUCTION NOT COMPLETE WITHIN TWO YEARS OF THE COMMISSIONERS COURT APPROVAL SHALL BE SUBJECT TO CURRENT COUNTY SUBDIVISION RULES AND REGULATIONS. 12. DENTON COUNTY SHALL NOT BE RESPONSIBLE FOR MAINTENANCE OF PRIVATE STREETS, DRIVES, EMERGENCY ACCESS EASEMENTS, RECREATION AREAS ,AND OPEN SPACES; AND THE OWNERS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF PRIVATE STREETS, DRIVES, EMERGENCY ACCESS EASEMENTS, RECREATION AREAS, AND OPEN SPACES, AND SAID OWNERS, TO THE EXTENT PERMITTED BY LAW, AGREE TO INDEMNIFY AND HOLD HARMLESS DENTON COUNTY, FROM ALL CLAIMS, DAMAGES AND LOSSES ARISING OUT OF OR RESULTING FROM PERFORMANCE OF THE OBLIGATIONS OF SAID OWNERS SET FORTH IN THIS PARAGRAPH, 13. CREEKS OR DRAINAGE CHANNELS TRAVERSING ALONG OR ACROSS THE ADDITION WILL REMAIN AS OPEN CHANNELS AND WILL BE MAINTAINED BY THE INDIVIDUAL PROPERTY OWNER OF THE LOT OR LOTS THAT ARE TRAVERSED BY OR ADJACENT TO THE DRAINAGE COURSES ALONG OR ACROSS THE LOTS. 14. ALL SURFACE DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF FENCES, BUILDINGS, FOUNDATIONS, PLANTINGS AND FILLING OR OBSTRUCTING THE FLOODWAY IS PROHIBITED. 15. NO CONSTRUCTION, WITHOUT WRITTEN APPROVAL FROM DENTON COUNTY SHALL BE ALLOWED WITHIN AN IDENTIFIED "FIRM" FLOODPLAIN AREA, AND THEN ONLY AFTER A DETAILED FLOODPLAIN DEVELOPMENT PERMIT INCLUDING ENGINEERING PLANS AND STUDIES SHOW THAT NO RISE IN THE SASE FLOOD ELEVATION (BFE) WILL RESULT, THAT NO FLOODING WILL RESULT, THAT NO OBSTRUCTION TO THE NATURAL FLOW OF WATER WILL RESULT, AND SUBJECT TO ALL OWNERS OF THE PROPERTY AFFECTED BY SUCH CONSTRUCTION BECOMING A PARTY TO THE REQUEST. WHERE CONSTRUCTION IS PERMITTED, ALL FINISH FLOOR ELEVATIONS SHALL BE A MINIMUM OF TWO FOOT ABOVE THE 100-YEAR FLOOD ELEVATION. k 20' COSERV ESMT. P N � 936 CURPG LAND COMPANY, L.P. R.D.°.T.1 1 I 2 TER EASEMENT 14.961 ACRES t I CC# 3R006 633 .R D.C.T. N45° 9"W k, 7.35.35` DOC# 201-49621 `+; f � N ��.`2" E 17.37' O.R.D.C.T. ' 1 43.85' -IRF 16 DRAINAGE � " N 87(27 39" E 1 POINT EI N1 CIS°5{i'19"E EASEMENT 1 9.99' - CA°RMEA (TRACT 1) 16.10' 19 N44°09'41'E # -- i 25' 25' IRF gIRF4 i I N: 7090104.88 15.00' 4tI 1 1 N 87°27 3T E 117.OT 3 IRF } E: 39 784,75 r 2.90, COMMON i I I 1a 1 IIR IS 00025'06" E AREA 2 1 - 1 fez N8i°2739 38.24' 1 r r 7 9 IRF z4.13 17,2 ' q 2 IRF L I UTILITY & " 6 IRF 1 1 1 WALL MAINTENANCE 5 - - v' U 3' WME 1 EASEMENT N.T.S. IRF _ 1 __--a IRF u L6 10' UE IRF 1 7*34'40" E _.117.74' 35.58' IRF I N 87°25'20" E � 1 IRF N: 7089155.50 25' 25' - , u) s7°2 : 1 l E: 2392929.502 r 1 N 2T3s" E 1 l ��f _._. _.._. 12 11 �t° N 87°ZT39" E 1 1 LU r i w I 10' UTILITY & 13 23 \ f 14 BARRINGTON ADDITION 1 118,15' al 1 1r- 1 WALL MAINTENANCE \\ \ r PHASE`A 4. 21 1 ! i) 0 EASEMENT C 1 zj W -' is �+t 87°27'39" E Cy �---_ 1 DOC. # 2016-2224 } ,�� I� 1 1 � C'� 22 \ ��d �� 16 O.R.D.C.T. i �1 i1��' i 1 �� 1tz 41 CORRECTION { 8 1 0) 21 I J�" I N a7°27'3s" E 1 l 0 css �..�` DOC.# 2017-10728 u.I 1 118.56' 1 1 ,► 3 O.R.D.C.T, I IRF W/ ,�h� •G. 2 19 1 ` "TNT" CAP d \� O 20 `P� --- tt) ` N 87"27'39" E o 1 1 \ ' q,, f �� 1 j uy 118.76' 1 19 L �\ / '''C pR1VE__ - - __ _ - `�` y 1 VtN o173s" E1 1 I 118.96' 0 VARIABLE WIDTH ELECTRIC LINE /RPG LAND COMPANY, L.P. \` �18 r.-- r "` i 1 171 1 EASEMENT. & RIGHT OF WAY TRACT NO: $ \ - to DOC# 2016-21977 DOC# 2004-126732 \� �- " X 4 p 1 N a7°z7 3s" E / "� J 11 10 ! 1 119A 41 1 O.R.D.C.T, O.R.D.C.T. g { 13 12 1 1 N s�: zr63s E 1 _ S 04045'03" E 17 / t� 14 1 11s.36' 1 i IRF Wi 223.62' 1 J 1 Z ?NP" GAP 7 ' 15 1 f91 01DENTON COUNTY 16' 1 N 87°2r39" E :Elul (PARCEL w (PARCEL 47) 0.655 AC. 119.5r °2011-35390 41 $ 1 14 1 iii 01 I O.R.D.C.T. 6 7 ! 4 N 87°2r39" I- i 1 20' WATER EASEMENT {� 5 1,,, 119.7T w . 1 CC# 93ROD61633 4 - _ ym � $1 t D.R.D.C.T. � \` lI13 ixui i N 87°2r39" E 1 i '\ WAY ( 119.9r 7.48' _ I ` CAREAON ti\�� 2 r f .- �R_1tDw3 _ 1co IRF S 121 1 ' 0) 4 25' 125' IRF 1 "- 4{l ' R=325.00' �� ✓' / S 87027'39" W 1 1W UTILITY & WALL CB=N 67°5846" E '� , COMMOAREA3 120.00' 11 MAINTENANCE ESMT. a` 24 25 26 27 28 CH=100.86' 1 L=101.27' i, l 10 1 I IRF N 8905834" E 25.0_0' -- 1 ti \ - - _ " `�� =�. N 1 � I (SEE DETAIL W) _ _ v �t� v f r v } C'V IRF L J IRF (SEE DETAIL'B') 2 IRF N 00°01'26" W S 00001'26" E rtp, COMMON 120.00' 120.00' t� AREA 2 0 3 4 5 6 7 o r✓41*. c I POINT OF BEGINNING 18 � � 'Ycs> N 40°41'46" E 19 t3`iS:,s rpm 41.57 IRF , I s �^ e IRF IRF N 89058'34' E 252.42' L- IRF IRF N $9°5834" E 445.15' IRF i 1 1 (TRACT .G MMONAREA2 - _ _-_---_,_.-_.--- _- _ __�:- _---------------.�- 4 N:7089031.06 CCITTIN'SPINDLE E:2394837.62 ? .r. O 0583J" W 1908.74' VARIABLE WIDTH VARIABLE WIDTH _ SET IN 22"TREE UTILITYESMT. \ UTILITY ESMT. QUIET HILL ESTATES_.__.._..� _: _ : ', '\VARiABLE WIDTH ELECTRIC LINE DCJC. 201-103 \ EASEMENT. & RIGHT OF WAY P:R,D.C:T. `, `, DOC# 2C977 \ i O.R.D.C.T. 1 \ REP[_AT v FRONT YARD SETBACK MAY BE THE PURPOSE OF THIS REPLAT IS TO CHANGE THE LOCATION OF THE REAR PROPERTY LINE OF LOTS 12 THRU 23, BLOCK 41/F AND LOT 1, BLOCK 41/A OF THE BARRINGTON ADDITION PHASE A, RECORDED IN DOCUMENT No. 2016-2224 OF THE PLAT RECORDS,DENTON COUNTY,TO MATCH THE WEST LINE OF ELECTRICVARIABLE WIDTH OF •'• DOCUMENT No. 2016-21977 OF OFFICIAL RECORDS,DENTON COUNTY, NOTE: 1. ALL LOT CORNERS WILL BE SET UPON COMPLETION OF CONSTRUCTION USING A5/8 INCH REBAR WITH A YELLOW PLASTIC CAP STAMPED "HUITT-ZQLLARS". (IN AREAS WHERE IT IS NOT PHYSICALLY POSSIBLE TO SET REBAR, AN X CUT OR P.K. NAIL WILL BE UTILIZED). THE CENTERLINE OF THE STREET RIGHT-OF-WAY WILL BE MONUMENTED WITH A SCRIBED "X" IN CONCRETE AT THEP.C.'S, P.T.'S AND INTERSECTION POINTS. 2. COORDINATES SHOWN ARE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE 4202, NAD 1983 GRID VALUES. BARRINGTON AW"ITION PHASE A AN ADDITION TO DENTON COUNTY, TEXAS TRACT 1 1 LOT, 1 COMMON AREA ! • ' 12 LOTS, I COMMON AREA (4.094 i SITUATED IN THE LEWIS COHEN SURVEY, ABSTRACT No. 246 PROJECT No. 01-2782.82 low., instrument k.,OmPaRj, Le- as Fe-U*FUe* Enter I Records of Denton County, Texas (O.R.D.C.T.), and also being all of Lot I and Common Area 5 of Block 41A of the Barrington Addition Phase A, an addition to Denton County as recorded in Document No. 2016-2224 of the Plat Records, Denton County, Texas (P.R.D.C.T.), and being more particularly described as follows: BEGINNING at a 518 inch iron rod found with plastic cap stamped "Huitt-Zollars" at the northeast comer of said Barrington Addition Phase A, point also;being on the westerly right-of-way line of Copper Canyon Road (a variable width right-of-way) as recorded in Document No. 2011-35390, (O.R.D.C.T.); THENCE, South 00 degrees 26 minutes 06 seconds East, along the westerly right of way line of Copper Canyon Road a distance of 38.24 feet to a 5/8 inch iron rod found with plastic cap stamped "Huift-Zollars" at the north most comer of a comer clip of Copper Canyon Road and the northerly right of way line of Maya Drive (a variable width right of way) as recorded in Document No. 2016-2224 of the Plat Records, Denton County, Texas (P.R.D.C.T.); THENCE, South 43 degrees 29 minutes 51 seconds West, along the northerly right of way line of Maya Drive a distance of 36.24 feet to a 5/8 inch iron rod found with plastic cap stamped "Huift-Zollars" at the south most comer of a comer clip of Copper Canyon Road and the northerly right of way line of Maya Drive; THENCE, along the northerly right of way line of Maya Drive the following courses: South 87 degrees 25 minutes 20 seconds West, a distance of 19.94 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 having a central ancile of 21 degrees 17 minutes 51 seconds, a radius of 159.50 feet, subtended by a 58.95 foot c6rd which bears South 76 degrees 46 minutes 24 seconds West; Along said curve to the left an arc distance of 59.29 feet to a 5/8 inch iron rod found with plastic cap stamped "Huift-Zollare, and being the beginning of a reverse curve to the right having a central angle of 12 degrees 56 minutes 11 seconds, a radius of 200.00 feet, subtended by a 45.06 foot chord which bears South 72 degrees 35 minutes 35 seconds West; Along said curve to the right an arc distance of 45.16 feet to a 5/8 inch iron rod found with plastic cap stamped "Huift-Zollars" at the south most comer of a comer clip of the northerly right of way line of Maya Drive and the easterly right of way line of Terrel Street (a variable width right of way) as recorded in Document No. 2016-2224 of the Plat Records, Denton County, Texas (P.R.D.C.T.); THENCE, North 50 degrees 39 minutes 52 seconds West, a distance of 20.03 feet to a 518 inch iron rod found with plastic cap stamped "Hui#-Zollars" at the north most comer of a comer clip of the northerly right of way line of Maya Drive and the easterly right of way line of Terrel Street; THENCE, North 02 degrees 32 minutes 21 seconds West, along the westerly right of way line of Terrel Street, a distance of 74.13 feet to a 5/8 inch iron rod found with plastic cap stamped "Huift-Zollars" on the northerly line of said Barrington Addition Phase A; THENCE, North 87 degrees 27 minutes 39 seconds East, along the northerly line of Barrington Addition, a distance of 119.99 feet to a 5/8 inch iron rod found with plastic cap stamped *Huitt-Zollars"; THENCE, North 89 degrees 34 minutes 23 seconds East, continuing along the northerly line of Barrington Addition, a distance of 43.86 feet to the POINT OF BEGINNING and CONTAINING 0.263 an acre of land, more or less. I WHEREAS, CURPG Land Company, L.P. and Highland Homes -Dallas, LCC are the owners of a tract of land situated in the Lewis Cohen Survey, Abstract No. 246, Denton County, Texas, and being a portion of a tract of land described in instrument to CL/RPG Land Company, L.P as recorded under Document Nos. 2004-126732 and 2016-49621 and a portion of that tract of land as described in instrument to Highland Homes -Dallas, LCC as recorded under Document No. 2016-163597 all of the Official Records of Denton County, Texas(O.R.D.C.T.), and also being all of Lots 12 thru 23 and Common Area 2 of Block 41 F of the Barrington Addition Phase A, an addition to Denton County as recorded in Document No. 2016-2224 of the Plat Records, Denton County, Texas (P.R.D.C.T.), and being more particularly described as follows; BEGINNING at a cotton spindle set in a 22 inch treee at the southeast comer of said Barrington width right-of-way) as recorded in Document No. 2011-35390, (O.R.D.C.T.); THENCE, departing the westerly right of way line of Copper Canyon Road, South 89 degrees 58 minutes 35 seconds West and along the southerly line of said Barrington Addition Phase A, a distance of 1908.74 feet to a 5/8 inch iron rod found with plastic cap stamped "Huift-Zollars" at the southwest comer of Barrington Addition Phase A; THENCE, i1torth 00 degrees 22 mInutesAfi_sP=n0S I RENO, Addition Phase A, a distance of 123.67 feet to a 5/8 inch iron rod found with plastic cap stamped "Huift-Zollars"; THENCE, departing the westedy line of Barrington Addition Phase A, North 00 degrees 01 minute 26 seconds West, and along the westerly line of said Common Area 2, a distance of 16.33 feet to a 518 inch iron rod found with plastic cap stamped "Huitt-Zollars" to the northwest comer of Common Area 2; THENCE, along the northerly line of said Common Area 2, the following courses: North 89 degrees 58 minutes 34 seconds East, a distance of 30.00 feet to a 5/8 inch iron rod found with plastic cap stamped "Huift-Zollars"; South 00 degrees 01 minute 26 seconds East, a distance of 120.00 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars"', found with plastic cap stamped "Huift-Zollars"; distance of 120.00 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars"; North 89 degrees 58 minutes 34 seconds East, a distance of 25.00 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars"; South 00 degrees 01 minute 26 seconds East, a distance of 120.00 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars"; North 89 degrees 58 minutes 34 seconds East, a distance of 252.42 feet to a 518 inch iron rod found with plastic cap stamped "Hulft-Zollars"; Along said curve to the left an arc distance of 101.27 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars"; �qiiiiili 11 ;1f 11 1(0111 1]$ =-Obl-fffli North 89 degrees 58 minutes 34 seconds East, a distance of 445.15 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars"; North 40 degrees 41 minutes 46 seconds East, a distance of 41.57 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars" on a westerly line of Common Area 2, same point being the easterly common corner of Lots 8 and 9 of Block 41 F in said Barrington Addition Phase A; THENCE, North 02 degrees 32 minutes 21 seconds West, along a westerly line of Common Area 2, a' distance of 259.84 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars" at the east common comer of Lots 11 and 12 of Block 41 F in said Barrington Addition Phase A; THENCE, departing the westerly line of Common Area 2, and along the common line of said Lots 11 & 12, South 87 degrees 27 minutes 39 seconds West, a distance of 120.00 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars" at the west common comer of said Lots 11 and 12, same point being on the easterly right of way line of Terrel Street (a variable width right of way) as recorded in Document No. 2016-2224 of the P.R.D.C.T.; THENCE, North 02 degrees 32 minutes 21 seconds West, along the westerly right of way line of said Terrel Street, a distance of 608.19 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars" at the south most comer of a comer clip of the southerly right of way line of Maya Drive (a variable width right of way) as recorded in Document No. 2016-2224 of the P.R.D.C.T., and the easterly right of way line of said Terrel Street; THENCE, North 42 degrees 26 minutes 30 seconds East, a distance of 14.15 feet to a 5/8 inch iron rod found with plastic cap stamped "Huift-Zollars" at the north most comer of a comer clip of the southerly right of way line of Maya Drive and the easterly right of way line of said Terrel Street; THENCE, North 87 degrees 25 minutes 20 seconds East, along the southerly right of way line of Maya Drive, a distance of 126.44 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollare at the north most comer of a comer clip of the southerly right of way line of Maya Drive and the westerly right of way line of Copper Canyon Road (a variable width right of way) as recorded in Document No. 2011-35390, (O.R.D.C.T.);; THENCE, South 47 degrees 34 minutes 40 seconds East, a distance of 35.58 feet to a 5/8 inch iron rod found with plastic cap stamped "Huift-Zollars" at the south most comer of a comer clip of the southerly right of way line of Maya Drive and the westerly right of way line of Copper Canyon Road; THENCE, along the westerly line of Copper Canyon Road the following courses: South 02 degrees 33 minutes 57 seconds East, a distance of 203.42 feet to a 5/8 inch iron rod found with plastic cap stamped "TNP"; South 04 degrees 45 minutes 03 seconds East, a distance of 223.62 feet to a 518 inch iron rod found with plastic cap stamped "TNP"; South 02 degrees 22 minutes 45 seconds East, a distance of 479.82 feet to the POINT OF BEGINNING and CONTAINING 4.094 acres of land, more or less. *WNERS CERTIFICATE NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: WITNESS, my hand thi2Etday of , MA �cpj '2017. By: a Texas Limited Partnership 8y: CL TEXAS I G.P., L.L.C. its General Partner Na - me!tho M__*a_s •i. Burleson Title: Executive Vice President rol a 0*�' I 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: . I Given under my hand and seal of office this day of ()l V &1 2017. r. y AMBER TYE Notary Public in t te o ex s My ccimm*n ExpMes 0. March 17,2021 My Commission Expires:. WITNESS, my hand this c r day of 2017. By: HIGHLAND HOMES-DALLAS, LLC a Texas Limited Partnership By: A Z"- Name: Jeff Title: Vice Preside STATE OF TEXAS BEFORE ME, the undersigned Notary Public in and for the State of Texas, on this day personally appeared Jeff Stinson, 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 under my hand and seal of office this day of 2017. Notary Public in the State of Texas My Commission Expires: SUSAN L JACKSON S N0101Y Public. Slate of Texas Comm. Expites 05-22.2018 z� Notafy ID 7397818 191A Eric I 7�16__ egWared Professional Land Survey Texas Registration No. 4862 Firm Registration No. 10025600 STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, the undersigned Notary Public in and for the State of Texas, on this day personally appeared Edo J. Yahoudy, 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 under my hand and seat of office this fV day of 2017. Nota Public in the State of Texas•X ry My Commission Expires: HELENE P. MOWUIAMS my twary ID # 12BOSM EXPIM soomilw is, 20=20 ENGINEERS CERTIFICATE I 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. na- CERTIFICATE OF APPROVAL Approved this - day of 2017, by the Denton County Freshwater Supply District Number 7 David J. {President) CERTIFICATE OF APPROVAL This plat approved this day of 2017 by Den unty Commissionersopourt., (County Judge) THE PURPOSE OF THIS REPLAT IS TO CHANGE THE LOCATION OF THE REAR PROPERTY LINE OF LOTS 12 THRU 23, BLOCK 41 /F AND LOT 1, BLOCK 41 /A OF THE BARRINGTON ADDITION PHASE A, RECORDED IN DOCUMENT No. 2016-2224 OF THE PLAT RECORDS, DENTON COUNTY, TEXAS, TO MATCH THE WEST LINE OF A VARIABLE WIDTH ELECTRIC LINE EASEMENT & RIGHT OF WAY, RECORDED IN DOCUMENT No. 2016-21977 OF THE OFFICIAL RECORDS, DENTON COUNTY, TEXAS. NAZZIM Br1 RA ON ADDO"ITION PHASE A AN ADDITION TO DENTON COUNTY, TEXAS TRACT 1 1 LOT, 1 COMMON AREA (0.263 AC.) TRACT2 12 LOTS, 1 COMMON AREA (4.094 AC.) SITUATED IN THE LEWIS COHEN SURVEY, ABSTRACT No. 246 PROJECT No. 01-2782.82