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SJ1566AILLINOIS DR. 0 SAM REYNOLDS IRD. 0 z W C Z O J Z W O Y U p y m WISE COUNTY SUBJECT DENTON OUNTY PROPERTY 1 CR-4840 VICINITY MAP NOT TO SCALE 100 0 100 1 INCH = 100 FT. 2 1 \2 3 4 STREET m 10'8L N LOT ti y 5 8L 5 BL TYPICAL LOT DETAIL N.T.S. Z M 50' ROW EASEMENT ~ w � N I C.C.# 2021-15852 � SHALE CREEK PHASE 3A R 1X 39 v1 1 0 O.P.R.W.C.T. 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C.C.# 2021-171481 \ ? ♦ p9 �' Q 01�,y9 �. ?� '� p° hd° 8 e� 440 , Or" �' �• ♦1' 17 '' o LOT 30X o� I 100 YR FLOODPLAIN kh y6 "Y' N, G' R.P.R.D.C.T. y�O 15 + 'oSs'I ♦ o`' \ ° ♦�yd/ 00 0�� ? �\ ,,,,!!�� 0 14 g I PRIVATE HOA o SWM-2020-0375 '� hJ�♦Q�� \� �o. 1��♦6��o°dSs �h0 8 0 S"r' ��' '`� �� 9`Oh' '♦" 1 ho Qp s� v\/p, 3 N t05.00' `p' I OWNED AND MAINTAINED I `� e ♦° Oti `''s 1° I�QQ. �� ss ♦o`O h`' s� OPEN SPACE 14 s ♦° \ t p ° o \ l! Q♦J \ \ `'' °O eF °p, GF O / ,,0/ o• �h° 2 0 'FO ! ,n c 15 I p I 0.364 ACRES I. \ \ h s 6r h r' Pp o 6 1" ♦°1 oh 9 3r 9 O° A 'O g'�1 ° SO ♦OfO B!\ ' o 'n 105.00, r - q d 13 o! ss ♦01',;h n 18 0 °o. s d " J ��- \-------- \ _ j 3 h0 �C O h '• ^ N89'S4 57 zrt ( I I I b�9 \ 1187 \ \ ♦01 o t^ o. �h° 10 d .g9 s ♦°6' `'h s O'�. \�. ti 16 32 aF, \ \�. \ 00 \T \ \ s o d d0. h o 17 9' o ♦ 4 , �� tih 10'BL&UE 1, 200 WELL �. \ <, \ \ °O- 0. 12 s lz / \ �. ° ho s„ o. I SETBACK LINE 5 -1 p'S GF \ �y \ 1o,he � ? o s� ♦o !� sp Ogg Q� .�s o\ �, s� lF 16h6 °o. ♦'`' ♦°6 5 �\ _ I G'k.� I > ♦' ♦%� O' \ h• 11♦° B• °6 O a LI '�� c�t� ! 15 WATER EASEMENT \ OJ �� \ \\ \ : b° 1 O e �j o� ♦ ?d �\`S?' ~ 2 J? J O t�I C.C. 2021-171511 \� 20' DRAINAGE \ \\ G�1� G \ c� ? S/ `16 Ss o1�.h0 !i. "d !o, t5.ho�4'o Ad. °.�0 r2 -28 ! " GO `Kl 1 R.P.R.D.C.T. < EASEMENT \ ���� �P \ \\ "r' s o. J p ♦ °h \ G� oh hp sv 'ss, fib` 6 ,�o po 10'UE ; N N C.C.# 20115855 \ < �7� 5� �'y 0 ?S ''/0`� o' e♦`'o 2 °O ! q ip7\ hd♦ob' 14 x o`O' `� o `0 M �� ly- O.P.R.W.C.T. \\ems Q0 32 \ \ �s 1°♦"0 sp ♦°1. pG� h� 6� �S3 )935 ti 7 0 0 o(^ 0�� 31 °1 27 °o �F °o, 3 ♦tib °° 4 2 ^ p LOT 4X LOT \ \ \ PRIVATE 4 HOA \ \ \ '° °1 .y9 O° \ ryb 13 i W I PRIVATE HOA ( I M r /G S O' h s 9.9 ' N M OWNED AND MAINTAINED 6' •`� S3 44.54 L2 ♦ ,oh J• O ♦ 1 b O 4� 8 - \ OWNED AND MAINTAINED \ O° s� p 4 9 \ �'\ h r 47, \ \ y° 26 9' o .E o 0 4, c OPEN SPACE I ro - r \ \a OPEN SPACE '�j� 1 0 ,y Mh 12 o n r 53 3.09oo I I 6.216 ACRES I I �• N 32.004 ACRES \ \ \i ! ♦o ! h o '� h w 20' RIGHT-OF-WAY EASEMENT �C� \ ! ° F so h°001� ?0 0� o0' o "v W M. z 3 VOLUME 1101, PAGE 868 \ \ `�' \ \ 25 OO op, ♦ 5 a r \ �B< b 11 a o 0 0 0 O.P.R.W.C.T. \ p Gam♦ a� , ♦°ti•�h \\ ° 10 0 : I I S0' FOR MAINTENANCE I ( 0 ' I \ \ to , I\\ CONSTRUCTION 24 9 8, o ry �^ \ t0 20 RIGHT-OF-WAY EASEMENT o „ -+ h o d g ° b h 23. t VOLUME 1101 PAGE 868 I I 0 20' PIPELINE EASEMENT 868 \ / \ d°•1° ??�, �� 6 A �ti 6 • ry ""•31� \ o I 0 VOLUME 1101, FLOOD ZONE "A" \ \ D.R.W.C.T. / �. h `° 23 ss '`° hry r CIO ,�, 45:6I` O.P.R.W.C.T. v� 3 \ F.I.R.M. #48497CO500D \,� ?s so. 3 a• °o �i� sussd, �bd 7 ^o yy q� S.q I 50' ROW EASEMENT w REV. DATE 12/16/2011 \ F y�'` act+ r'S \ \ �O1 ��i 34 C.C.# 2021-171192 50' J <'\ `� \ ♦°�� Sy b 8 oo.ry`� ? e , L1 R.P.R.D.C.T. } 9101 6♦ �" g' e PO \ 22 °� 1�ss �h °^ 7' 0 c \ \. \\ \ \ -� °' o`' ho tih p °l ♦ ;h 21 o r� S$:S3 �'ry �� 10 0 ;`� o io a, 25 25 LENNAR HOMES OF TEXAS 100 YR FLOODPLAIN \ \ G19 pOh p, o ♦ah° °h' ° ` $ LAND & CONSTRUCTION LTD w w 'C SWM-2020-0375 �;Io ?` �`' sTo ♦ 2 ho r ,� ^o^yry 3 $3$$9Sg• _ " w $ M 12 r; 13�0 2023-101152 w F ` s O��J� ! ?ass ♦o`'�yoti \\ �w $ S $s, a' rw R.P.R.D.C.T. 6 \ ! `15 n ♦O 3�OhOh9u`.hk$ 3 h0`y3 3 S 05 9g 59.53 S9.53' Z N o " o + C\ FLOODPLAIN EASEMENT `' 1 \ +b♦ ➢ \ �� ph `�9 oh' .�ib� gib ^ •0 3 51. 11' 30.8 ^ S 9.54 57 E 365.00 a g \ 9♦ C! p°, hd 29 O e� r9Ss9 , ♦♦b art• 48 24.00' 5�5.00' 50.00' 50.00' 50.00' 160.00' ( I q 7 O ♦h 6 j h o !p, .� b 4 h° • \ N~ N A o M 3 W ( O' w 3 MFFE= I MFFE= 23 O' ai. a'6° '�°hrLbh , 4 y°y bb�1 ?p�( \ �C \ O �y 17 r0 16 N o Nj G C C ^ G 794.86' ° 9 Y $ 28 9SS ♦ r \ oo �M o. m o. 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O MFFE= V 1.13S `1 19� G Y S 4 h •0 4 1 $ o M p o Q 7 6 I I ( 792.55' y` 1 1 r 9�' ObMFFE= ety dIA M e 9, N N 111 'o 19 U 8�\ r ob b �' Oh' s 3 0 $, y, y b F N ', `� o M F, v] w 792.0fi' •h \ .O 23 O q 4g 3 12 vi 0 i, 105.00 105.00 105.00' ( cy c� 12 slid 1rn L173 �� `♦•>a♦ �+ 9 C'�d' 3� "� o"� ry p r� 4g g; vi o o N 14 i 89'S4'57"E o S89'S4'S7" I w MFFE= � 9 \� (!) �� \l Try, 2b♦ '.�h°p 3\\ \ W\ �M 22 h pa r3 1'0' 49•SS 93- S5. y ^ z I 8 0 5 0 O 20 L 13 I \�' \ !�? b♦ ♦♦h 17 `1 00' y 21 0 „� 3 1p 49. 93 78.52' pp c 13 r4, 5/• ,o u� y r 10' 40.53' L3 o I �' 105.00' i° 105.00' P' S 25 u 12 Wl \ yti h MFFE= °°Mb \ cN� o a 20 h 3 49.10 62.89 2�g,5g o M m O 10 �Cj3 I/ 15' WIDE - �=a/yQ �9 789,79' �Ob 16 o ry♦ �TOQO \ y� \ NM p all t9 yoj �N o 3 3 w ,J N 5 9 0 32 4 `pV p I C DRAINAGES, stb. y o oro voi mi �� uoi ' I b I c EASEMENT ! `�' ' n h ^ 17 u� ° o 0 105.00 0 105.00 AI '� MFFE= oh 15 r<v� `� C7 $S 20'g o o uj M 16 vi o 15 ^ 25 25 yr ,C 1 1 C MATCHLINE SH E. 1 \ 0 789.37� oo ^ 3 ST ti\ L o _ .o, �- o of { �I - 15 MATCHLINE SH ET 2 . J. �! '9�• hMFFE= :y.0^ 14 o r3 �S SS3i•- C 23. 1' I 10 0 .3 ? 5 c 12 O SS 88.9fi' M� ,9 7T.17'' 3�43` 6 ( n I v O �r51' - 105.00 105.00 F N w w INFO �• 2788 = • §o°' 13 0o ao r� ' \ NTI-L,gCE N J o s c 16 m� �Iz O O qqT 8 SS N �o12n.y 0'v \� - c U m 11 0 2 13 !+, \\ ' \ / Q J Rq,N Fq, N0 Fi ,y I 9y MFFE= . h e �\ - ,n e 9 N voi P v 4 S, Oq 788. t a' ry a 35 o� N 0 105.00 105.00 17 <, is X} oacE. oqtir ss.9� ;� ____ c + .` . o 14 �� \) \ � 8 !! C) z 4p gcgStF �q/^.�,0 49 �7.74' 2N \ \ 5809 54 57 E o 1 (of c 18 C ?$ \l \ �s� o_ I '�F MFHT 9 \ s 105.00, g w C v 0_ O \ \ C23 ? `� S89'54 57 E c 15 ! ^rye/VOA SURF \ lSQl4 182.43 a �. „ / �� \ \ m L164 / 0 71010E S/ \ 110, 'r N89'54'57"W I c C 16 2� �`� DRA�IAGE EASEMENT 190.71' \ i = u 19 20♦1M . I \ \ r \ \ / T O �Jt1L� C.C.R.P.R.D.C.T. 11505 20 SEWER \\ ��� \ 20 PIPELINE EASEMENT g \ EASEMENT r'I 17 21 \\s7 \ VOL 1101, PG. 868 �1�1 \ 80 0 \ I � < \ \ \ O.P.R.W.C.T. G�OO�o % \ 50' R OW EASEMENT o 1,6 18 l) S PG / C.C. 2021-171192 �1 \ R.P.R.D.C.T. O U wlz 1N O 3z `lw .o LEGEND CIRS 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "LJA SURVEYING" SET CIRF CAPPED IRON ROD FOUND IRF IRON ROD FOUND BL BUILDING SETBACK LINE UE UTILITY EASEMENT P.R.D.C.T. PLAT RECORDS, DENTON COUNTY, TEXAS R.P.R.D.C.T. REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS P.R.W.C.T. PLAT RECORDS, WISE COUNTY, TEXAS O.P.R.W.C.T. OFFICIAL PUBLIC RECORDS, WISE COUNTY, TEXAS STREET NAME CHANGE LOT TABULATION BLOCK 29 01 LOT 2 PRIVATE OPEN SPACE LOTS BLOCK 30 00 LOTS 1 PRIVATE OPEN SPACE LOT BLOCK 31 23 LOTS 2 PRIVATE OPEN SPACE LOTS BLOCK 32 25 LOTS 2 PRIVATE OPEN SPACE LOTS BLOCK 33 30 LOTS BLOCK 34 27 LOTS BLOCK 35 18 LOTS BLOCK 36 15 LOTS BLOCK 37 12 LOTS BLOCK 38 19 LOTS 170 RESIDENTIAL LOTS 7 PRIVATE OPEN SPACE LOTS LAND USE SUMMARY USE RESIDENTIAL NONRESIDENTIAL LOTS LOTS ACREAGE SINGLE FAMILY 170 23.641 OPEN SPACE 7 46.143 RIGHT-OF-WAY 12.991 TOTAL 82.778 �p 792.55 O 105.00' 21 791 69' o ( ( I• 105.00' I ( MATCHLINE SHEET 1 60D NAIL n 0 N c 0 o z POINT OF SUBJECT TRACT DETAIL "A" SCALE 1"=100' 31 MFFE= I MATCHLINE SHEET 2 A 2 791.69 105.00' I I FINAL PLAT 23 790.31 ( I I I I I O F 105.00, SHALE CREEK, PHASE 4 MFFE= OF 24 790 I 105.or LOTS 1, 2X, & 3X, BLOCK 29; LOT 1 X, BLOCK 30; LOTS 3, 5-7, 1 1-29, 4X & 30X, BLOCK 31; 2' LOTS 1-17 19-23, 25-27, 18X & 24X, BLOCK 32; Filed for Record in the Official Records Of: Denton County On: 8/5/2024 4:15:28 PM In the PLAT Records SHALE CREEK PHASE 4 Doc Number: 2024-267 Number of Pages: 3 Amount: 150.00 Order#: By: JS REFERENCE CASE NUMBERS PP-19-043 FP-24-032 LOTS 1-30, BLOCK 33; LOTS 1-27, BLOCK 34; LOTS 1-18, BLOCK 35; LOTS 9-23, BLOCK 36; LOTS 3-14, BLOCK 37 & LOTS 2-20, BLOCK 38 82.778 ACRES SITUATED IN THE SMITH COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 1173, DENTON COUNTY, TEXAS, AND THE SMITH COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 743, WISE COUNTY, TEXAS 170 RESIDENTIAL LOTS 7 (HOA)PRIVATE OPEN SPACE LOTS OWNER/DEVELOPER: TCL LAND BANK 3 (2022), LP 5055 KELLER SPRINGS ROAD, SUITE 500 ADDISON, TEXAS 75001 PHONE (214) 478-9777 ENGINEER/SURVEYOR: LJA Surveying, Inc. 3017 W 7th Street Suite 300 Fort Worth, Texas 76107 THIS PLAT FILED IN JULY 2024 Phone 817.288.1900 T.B.P.E.L.S. Firm No.10194382 PHASE 4 SHEET 1 OF 3 r ■ ■ 0" r i C M= !a= ILLINOIS DR. 40 SAM REYNOLDS RD. d a: w C� Z 0 J -4730 Z w O Y V O O Vl m WISE COUNTY SUBJECT DENTON OUNTY PROPERTY CR-4840 VICINITY MAP NOT TO SCALE 100 0 100 1 INCH = 100 FT. LINE BEARING DISTANCE L1 N89'54'57"W 40.00' L2 S48'46'45"E 89.00' L3 S42'14'06"E 109.40' L4 N45'55'07"E 101.80' L5 I N26'53'35"W 55.56' L6MS89554537"WE "E 107.00' L7W 3.74' L8"E 53.74' L9W 15.00' LIDW 95.64' L11E 25.00' L12 I S89'54'57"E 58.91' L13 S89'54'57"E 58.91' L14 N50'46'55"E 32.31' L15 N76'12'33"E 27.84' L16 S39'54'01"E 101.28' L17 S89'54'57"E 58.91' L18 S45'05'03"W 35.36' L19 N89"54'57"W 195.00' L20 N45'05'03"E 14.14' L21 S44'54'57"E 7.07' L22 N05'05'59"E 14.14' L23 S84'54'01 "E 14.14' L24 N84'54'01 "W 14.14' L25 N05'05'59"E 14.14' L26 N84'54'01 "W 14.14' L27 N05'05'59"E 14.14' L28 N45'05'03"E 14.14' L29 S89'54'57"E 33.91' L30 S84'54'01 "E 14.14' L31 N05.05'59"E 14.14' L32 N45'05'03"E 14.14' L33 N44'54'57"W 14.14' L34 N89'54'57"W 33.91' L35 N44'54'57"W 14.14' L36 S45'05'03"W 14.14' L37 N05'05'59"E 14.14' L38 S84'54'01 "E 14.14' L39 N89'54'57"W 33.91' L40 S05'05'59"W 14.14' L41 N45'05'03"E 14.14' L42 S44'54'57"E 14.14' L43 N44'54'57"W 14.14' L44 N44'54'57"W 14.14' L45 N45'05'03"E 14.14' L46 S89'54'57"E 84.51' L47 S89'54'57"E 84.51' LINE BEARING DISTANCE L48 N44'53'24"E 14.10' L49 S44"52'52"E 14.15' L50 S41"41'54"W 42.77' L51 N32'14'52"W 15.61' L52 N41'41'54"E 38.46' L53 S44'54'57"E 51.61' L54 N4454'57"W 60.35' L55 S88'55'11"W 28.46' L56 S55'00'43"W 8.43' L57 S00'27'19"E 17.64' L58 S25'18'23"E 31.75' L59 S69'35'42"E 33.67' L60 N64'17'23"W 30.46' L61 S76.07'24"W 13.39' L62 I S08'04'14"W 88.61' L63 S22'40'57"E 42.99' L64 N54'21'16"E 44.51' L65 S73'31'33"W 25.57' L66 S10'45'23"W 14.54' L67 S34'05'40"E 48.42' L68 S33'42' 14"W 12.03' L69 S00'04'41 "E 37.52' L70 S78'05'01"W 18.61' L71 S39'52'48"W 41.34' L72 S01"13'47"W 40.08' l73 S86'59'03"E 53.27' L74 S76'45'30"E 10.27' L75 N62'1O'58"W 27.21' L76 NO1'23'21 "W 59.56' L77 N61'13'24"W 77.09' L78 N79'22'25"W 30.60' L79 N06"34'15"E 36.19' L80 N20'56'59"W 43.60' L81 N55'12'35"W 50.57' L82 N75'43'56"W 85.98' L83 N84'15'33"W 46.96' L84 N67'43'57"W 81.09' L85 N30'04'39"W 78.63' L86 N31'20'45"W 86.10' L87 N15'51'51"W 50.80' L88 N77'34'58"W 67.85' L89 S63"29'22"W 50.63' L90 N37'22'21 "W 33.91' L91 N38'38'33"E 36.90' L92 N30'23'03"W 80.71' L93 N39'26'10"W 68.78' L94 N72'04'41 "W 32.38' • � qry ,o 15' WIDE DRAINAGE�h • EASEMENTi MATCHLINE SHEET 1 o MATCHLINE SHEET 2 • • .• �J I I I \ • ` � //� W W I /v �I:3 LINE BEARING DISTANCE L95 N48'43'31 "W 74.89' L96 N40'37'28"W 78.55' L97 N37'01'48"W 130.39' L98 N41'37'56"W 49.92' L99 N11'54'52"W 55.27' L100 N18*15'35"E 43.45' L101 N28-19'58"W 25.12' L102 NO1"23'11"W 8.73' L103 N79'49'50"W 18.59, L104 N06'32'12"W 53.08' L105 N82'07'00"W 48.98' L106 S15'32'06"W 70.15' L107 S66'47'41 "W 66.90' L108 N5445'18"W 57.66' L109 N36'18'04"W 165.53' L110 N17*48'35"W 80.10' L111 N45'31'54"W 51.56' L112 N17'53'48"W 43.10' L113 N63"15'19"W 66.44' L114 S78'35'03"W 43.58' L115 N56'12'49"W 33.78' L116 N72'14'13"W 87.84' L117 N54'I6'38"W 60.12' L118 N38'06'30"W 98.30' L119 N09'51'08"E 47.84' L120 N50'55'26"W 57.19' L121 N20'40'56"W 49.73' L122 N66'51'27"W 24.72' L123 S44'56'08"W 54.56' L124 N29'36'29"E 65.54' L125 N64"50'17"W 36.06' L126 N60'33'48"W 76.60' L127 N32'21'07"W 16.78' L128 N13'36'31 W 19.88' Li29 N35'31'42"W 101.71' L130 N68'00'39"W 25.09' L131 N12'51'40"W 30.24' L132 N67'30'17"W 33.21' L133 N40'26'04"W 45.67' L134 N07'48'20"W 9.52' L135 N69'43'28"W 47.05' L136 N51'47'53"W 102.90' L137 N68'45'34"W 36.26' L138 N60'48'21 "W 80.19, L139 N29'23'43"W 41.77' L140 N43'00'01 "W 50.66' L141 N33'55'14"W 55.57' LINE BEARING DISTANCE L142 N52'34'11 "W 26.65' L143 N17'49'23"W 98.57' L144 N42'53'25"W 61.66' L145 N06'18'27"W 82.72' L146 N27'04'20"W 114.45' L147 N18'06'31"W 30.57' L148 NOS'08'49"E 33.80' L149 N44'31'24"W 20.84' L150 N86'58'28"W 32.52' L151 S68'44'57"W 24.15' L152 N15*29'17"W 67.49' L153 N59'28'37"W 55.45' L154 N86'06'51 "W 107.49' 1-155 N41'32'39"W 123.50' L156 N44'48'30"W 89.05' L157 N50'3W37"W 55.14' L158 N35'17'31"W 52.49' L159 N49'52'16"W 11.32' L160 N27'33'22"W 56.74' L161 N65'17'45"W 64.24' L162 N15'52'51"W 25.60' L163 N52'00'36"W 45.87' L164 N77'41'04"W 33.43' L165 S67'21'59"W 56.74' L166 N06'02 06"W 65.02' L167 N40.59'21"W 15.54' L168 N58'06'33"W 52.59' L169 N29'22'07"E 87.05' L170 NO2'38'12"E 33.35' L171 N31'17'49"W 38.73' L172 N44' 15'38"W 56.57' L173 N85'49'50"W 31.89' L174 S71'21'05"W 63.85' L175 N51'13'07"W 24.78' L176 N09'59'16"W 26.05' L177 N70'14'06"W 104.43' L178 N21'43'39"W 67.50' L179 NO3'27'25"E 45.00' L180 N28"48'58"W 27.50' L181 N12'16'54"W 115.16' L182 N18'23'23"W 155.34' L183 N32'18'01"W 37.97' L184 N04'49'08"W 47.48' L185 11426'34'11"W 55.57' L186 N48'30'29"W 1 174.96' L187 S68"11'12"W 54.60' L188 N42'31'47"W 170.98' MATCHLINE SHEET 1 MATCHLINE SHEET 2 15' WATER EASEMENT C.C.# 2021-171511 R.P.R.D.C.T. LOT I PRIVATE HOA OWNED AND MAINTAINED OPEN SPACE 0.046 ACRES lEXCELLO DRIVE 100 YR FLOODPLAIN SWM-2020-0375 100 YR FLOODPLAIN SWM-2020-0375 CURVE CENTRAL ANGLE RADIUS CHORD BEARING CHORD LENGTH ARC LENGTH C1 66'24'55" 50.00' N12'42'34"E 54.77' 57.96' C2 02' 10'54" 652.00' N07' 10'01 "W 24.82' 24.83' C3 04*33'12" 545.00' N05'58'53"W 43.30' 43.31' C4 3'13'26" 435.95' S05'18'45"E 24.53' 24.53' C5 17'56'53" 281.50' S15'33'38"E 87.82' 88.18' C6 13'24.21" 125.00' S31'14'16"E 29.18' 29.25' C7 15'21'56" 150.00' S32'13'03"E 40.11' 40.23' C8 50'00'56" 150.00' S64'54'29"E 126.82' 130.94' C9 32'58'01" 413.00' N23'25'00"W 234.37' 237.63' CIO 50'00'56" 413.00' N64'54'29"W 349.18' 360.52' C11 33'49'26" 677.00' N22'59'18"W 393.88' 399.66' C12 50'00'56" 677.00' N64'54'29"W 572.39' 590.98' C13 50'00'56" 938.00' N64'54'29"W 793.06' 818.82' C14 72723'09" 150.00' N36'16'37"E 177.15' 189.51' C15 24'42'17" 150.00' N60'07'03"E 64.18' 64.68' C16 250'31'44" 50.00' N54'49'11"E 81.65' 218.63' C17 70'31'44" 25.00' S35'10'49"E 28.87' 30.77' C18 33'18'49" 281.50' S23'14'36"E 161.38' 163.67' C19 33'5352" 25.00' S67'02'55"W 14.58' 14.79' C20 123.53'53" 50.00' N22'02'55"E 88.25' 108.12' C21 27'3444" 1078.00' N53'41'23"W 513.89' 518.89' C22 68'56'32" 25.00' S53'17'47"E 28.30' 30.08' C23 161'05'26" 50.00' S80'37'46"W 98.64' 140.58' C24 20'01'46" 25.00' S80'04'10"W 8.70' 8.74' C25 110'01'45" 50.00, N5455'50"W 81.93' 96.02' C27 180.08'07" 9.99' SOO-05.03"W 19.98' 31.40' C28 I 180'08'22" 9.99' S00'05'03"W 19.98' 1 31.40' PROPERTY OWNERSHIP TABLE CHARLES GARRETSON Q C.C.# 2006-56550 R.P.R.D.C.T. DON LUCKY © C.C.# 2006-56548 R.P.R.D.C.T. STEVE BABCOCK © C.C.# 2016-75122 R.P.R.D.C.T. JOHN DAVID WALKER QD C.C.# 2006-56544 R.P.R.D.C.T. THOMAS THYE C.C.# 2019-116425 R.P.R.D.C.T. Filed for Record in the Official Records Of: Denton County OW 8/5/2024 4:15:28 PM In the PLAT Records SHALE CREEK PHASE 4 Doc Number: 2024-267 Number of Pages: 3 Amount: 150.00 Order#: By: JS REFERENCE CASE NUMBERS PP-19-043 FP-24-032 A FINAL PLAT OF SHALE CREEK, PHASE 4 OF LOTS 1, 2X, & 3X, BLOCK 29; LOT 1 X, BLOCK 30; LOTS 3, 5-7, 1 1-29, 4X & 3OX, BLOCK 31; LOTS 1-17, 19-23, 25-27, 18X & 24X, BLOCK 32; LOTS 1-30, BLOCK 33; LOTS 1-27, BLOCK 34; LOTS 1-18, BLOCK 35; LOTS 9-23, BLOCK 36; LOTS 3-14, BLOCK 37 & LOTS 2-20, BLOCK 38 82.778 ACRES SITUATED IN THE SMITH COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 1173, DENTON COUNTY, TEXAS, AND THE SMITH COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 743, WISE COUNTY, TEXAS 170 RESIDENTIAL LOTS 7 (HOA)PRIVATE OPEN SPACE LOTS OWNER/DEVELOPER: TCL LAND BANK 3 (2022), LP 5055 KELLER SPRINGS ROAD, SUITE 500 ADDISON, TEXAS 75001 PHONE (214) 478-9777 ENGINEER/SURVEYOR: LJA Surveying, Inc. AAA 3017 W 7th Street Phone 817.288.1900 Suite 300 Fort Worth, Texas 76107 T.B.P.E.L.S. Firm No. 10194382 THIS PLAT FILED IN JULY 2024 PHASE 4 V Secretary SHEET 2 OF 3 qT ,,Www Y/ Q IIL i W W V Uj .1 a v/ OWNER'S DEDICATION STATE OF TEXAS )( COUNTY OF DENTON )( COUNTY OF WISE)( BEING A 82.778-ACRE TRACT OF LAND SITUATED IN THE SMITH COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 1173, DENTON AND WISE COUNTIES, TEXAS, AND BEING A PORTION OF A TRACT OF LAND DESCRIBED TO LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION LTD BY DEED RECORDED IN COUNTY CLERKS FILE NO.2023-101152, REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A 5/8-INCH CAPPED IRON ROD STAMPED "UA SURVEYING" FOUND (HEREINAFTER REFERRED TO AS "CAPPED IRON ROD FOUND") FOR THE SOUTHEAST CORNER OF SHALE CREEK PHASE 3A, AN ADDITION TO DENTON AND WISE COUNTIES, TEXAS AS SHOWN BY PLAT RECORDED IN COUNTY CLERK FILE NO.2022-465, PLAT RECORDS OF DENTON COUNTY, TEXAS, SAME BEING IN THE APPROXIMATE CENTERLINE OF SOUTH COUNTY LINE ROAD (A VARIABLE WIDTH RIGHT-OF-WAY), FROM WHICH A 60D NAIL FOUND FOR THE NORTHEAST CORNER OF SAID SHALE CREEK 3A ADDITION BEARS NORTH 00.05'03" EAST, A DISTANCE OF 1090.72 FEET, THENCE SOUTH 00"05'03" WEST, ALONG THE APPROXIMATE CENTERLINE OF SAID SOUTH COUNTY LINE ROAD, A DISTANCE OF 2,819.33 FEET TO A 5/8-INCH CAPPED IRON ROD STAMPED "UA SURVEYING" SET (HEREINAFTER REFERRED TO AS "SET IRON ROD"); THENCE NORTH 89"54'57" WEST, A DISTANCE OF 40.00 FEET TO A 5/8-INCH WITH CAP STAMPED "C&B" FOUND FOR THE EASTERNMOST NORTH CORNER OF LOT 16, BLOCK 15, OF SHALE CREEK PHASE 1, AN ADDITION TO DENTON AND WISE COUNTIES AS SHOWN BY PLATS RECORDED IN CABINET V, SLIDE 374, OF SAID PLAT RECORDS, TEXAS AND CABINET B, SLIDE 336, PLAT RECORDS, WISE COUNTY, TEXAS; THENCE WITH THE NORTH LINE OF SAID SHALE CREEK PHASE 1 ADDITION, THE FOLLOWING COURSES AND DISTANCES: NORTH 42"16'04" WEST, A DISTANCE OF 1,002.94 FEET TO A SET IRON ROD; NORTH 48.46'45" WEST, A DISTANCE OF 89.00 FEET TO A 1/2-INCH IRON ROD FOUND; NORTH 57"36'59" WEST, A DISTANCE OF 257.00 FEET TO A 1/2-INCH IRON ROD FOUND; NORTH 42'15'22" WEST, A DISTANCE OF 760.73 FEET TO A SET IRON ROD; NORTH 47°14'36" WEST, A DISTANCE OF 1,075.95 FEET TO A CAPPED IRON ROD FOUND FOR THE SOUTHERNMOST SOUTHWEST CORNER OF SAID SHALE CREEK PHASE 3; THENCE WITH THE SOUTHERLY LINE OF SAID SHALE CREEK PHASE 3 ADDITION, THE FOLLOWING COURSES AND DISTANCES: NORTH 47"45'54" EAST, A DISTANCE OF 479.38 FEET TO A CAPPED IRON ROD FOUND; SOUTH 42"14'06" EAST, A DISTANCE OF 109.40 FEET TO A CAPPED IRON ROD FOUND; NORTH 45"55'O2" EAST, A DISTANCE OF 156.69 FEET TO A CAPPED IRON ROD FOUND FOR THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET AND A CHORD THAT BEARS NORTH 12"42'34" EAST, 54.77 FEET; WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 66.24'55", AN ARC -DISTANCE OF 57.96 FEET TO A CAPPED IRON ROD FOUND; NORTH 45'S5'07" EAST, A DISTANCE OF 101.80 FEET TO A CAPPED IRON ROD FOUND; NORTH 26'53'35" WEST, A DISTANCE OF 55.56 FEET TO A CAPPED IRON ROD FOUND; NORTH 73°09'24" EAST, A DISTANCE OF 108.92 FEET TO A CAPPED IRON ROD FOUND; NORTH 83"55'25" EAST, A DISTANCE OF 124.44 FEET TO A CAPPED IRON ROD FOUND FOR THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 652.00 FEET AND A CHORD THAT BEARS SOUTH 07.10'01" EAST, 24.82 FEET, WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 02"10'54", AN ARC -DISTANCE OF 24.83 FEET TO A CAPPED IRON ROD FOUND; NORTH 81.44'32" EAST, A DISTANCE OF 107.00 FEET TO A CAPPED IRON ROD FOUND FOR THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 545.00 FEET AND A CHORD THAT BEARS NORTH 05"58'53" WEST, 43.30 FEET, WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 04-33-12", AN ARC -DISTANCE OF 43.31 FEET TO A CAPPED IRON ROD FOUND; NORTH 86"17'43" EAST, A DISTANCE OF 107.00 FEET TO A CAPPED IRON ROD FOUND FOR THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 435.95 FEET AND A CHORD THAT BEARS SOUTH 05"18'45" EAST, 24.53 FEET, WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 03°13'26", AN ARC -DISTANCE OF 24.53 FEET TO A CAPPED IRON ROD FOUND; NORTH 83"24'48" EAST, A DISTANCE OF 158.13 FEET TO A CAPPED IRON ROD FOUND FOR THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 281.50 FEET AND A CHORD THAT BEARS SOUTH 15"33'38" EAST, 87.82 FEET, WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 17"56'53", AN ARC -DISTANCE OF 88.18 FEET TO A CAPPED IRON ROD FOUND; NORTH 65'27'S5" EAST, A DISTANCE OF 156.50 FEET TO A CAPPED IRON ROD FOUND FOR THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 125.00 FEET AND A CHORD THAT BEARS SOUTH 31"14'16" EAST, 29.18 FEET; WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 13-24-21", AN ARC -DISTANCE OF 29.25 FEET TO A CAPPED IRON ROD FOUND; SOUTH 89"54'57" EAST, A DISTANCE OF 166.49 FEET TO A CAPPED IRON ROD FOUND; SOUTH 88"15'02" EAST, A DISTANCE OF 171.99 FEET TO A CAPPED IRON ROD FOUND; SOUTH 89"54'57" EAST, A DISTANCE OF 105.00 FEET TO A CAPPED IRON ROD FOUND; SOUTH 00"05'03" WEST, A DISTANCE OF 3.74 FEET TO A CAPPED IRON ROD FOUND; SOUTH 89.54'57" EAST, A DISTANCE OF 155.00 FEET TO A CAPPED IRON ROD FOUND; NORTH 00"05'03" EAST, A DISTANCE OF 53.74 FEET TO A CAPPED IRON ROD FOUND; SOUTH 89.54'57" EAST, A DISTANCE OF 105.00 FEET TO A CAPPED IRON ROD FOUND; SOUTH 00"05'03" WEST, A DISTANCE OF 15.00 FEET TO A CAPPED IRON ROD FOUND; SOUTH 89"54'57" EAST, A DISTANCE OF 220.00 FEET TO THE POINT OF BEGINNING AND CONTAINING A GROSS CALCULATED AREA OF 83.788 ACRES (3,649,804 SQ. FEET) OF LAND, SAVE AND EXCEPT 1.010 ACRES (44,000 SQ. FEET) OF LAND FOR A NET CALCULATED AREA OF 82.778 ACRES (3,605,804 SQ. FEET) OF LAND. FORT WORTH CITY PLAN0MMISS ION CITY OF FORT WORTH, TEXAS THIS PLAT IS VALID ONLY IF RECORDED WITHIN NINETY (90) DAYS AFTER DATE OF APPROVAL Plat Approval Date:ZT:0.. id. nr.r,c( 0 r. Chairman TO BE KNOWN AS: LOTS 1, 2X, & 3X, BLOCK 29; LOT 1X, BLOCK 30; LOTS 3, 5-7, 11-29, 4X & 30X, BLOCK 31; LOTS 1-17, 19-23, 25-27, 18X & 24X, BLOCK 32; LOTS 1-30, BLOCK 33; LOTS 1-27, BLOCK 34; LOTS 1-18, BLOCK 35; LOTS 9-23, BLOCK 36; LOTS 3-14, BLOCK 37 & LOTS 2-20, BLOCK 38 SHALE CREEK, PHASE 4 AN ADDITION TO THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS AND DO HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE EASEMENTS AND RIGHTS -OF -WAY AS SHOWN HEREON. EXECUTED THIS DAY O_, A.D. 2024. BY: BY: BY: NAME: TITLE: STATE OF T COUNTY OF S )( )( TCL LAND BANK 3 (2022). LP A TEXAS LIMITED PARTNERSHIP TC LB GP, INC. A CORPORATION FORMED UNDER THE LAWS OF THE PROVINCE OF BRITISH COLUMBIA GENERAL PARTNER JOHN FHUTCHINSON V T Cefj BEFORE ME HHE j5 R I NED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEAREC��YY1 V �Krs%�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 ADER MY HAND AND SEAL OF OFFICE THIS THE 2,' "DAY OR:5j jt4_, A.D. 2024. NOT U1 I AND FOR THE STATE OF TEANGELA WILLIAMS //�� Notary Public. State of Texas MY COMMISSION EXPIRES:eL\1' Comm.Expires0207-2025 Notary ID 125190354 SURVEYOR'S CERTIFICA I, AARON C. BROWN, REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT THE PLAT SHOWN HEREON DOES ACCURATELY REPRESENT THE PROPERTY AS DETERMINED BY AN ON THE GROUND SURVEY, MADE UNDER MY DIRECT SUPERVISION, AND THAT ALL CORNERS ARE AS SHOWN. ��. OF.. TF. STf AARON C. BRO ..::....................:... REGISTERED PROFESSIONAL LAND SURVEYOR AARON C. BROWN TEXAS REGISTRATION NO.6702 ...•••••'......•••'•'...%..• 've 6702 DATE: % ••'•°�f s S .' -0Q '94r,; •........may_ NOTES 1. HORIZONTAL DATUM: THE BEARING BASIS IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NAD83 (NAD83 (2011) EPOCH 2O10), AS DETERMINED BY GPS OBSERVATIONS. ALL DISTANCES SHOWN HEREON ARE THE RESULT OF THE APPLICATION OF A COMBINED SCALE FACTOR OF 1.000150630 FROM THE ORIGIN (0,0). 2. ALL SET CORNERS ARE 5/8 INCH IRON RODS WITH PLASTIC CAPS STAMPED "WA SURVEYING" UNLESS OTHERWISE NOTED. 3. THE CITY OF FORT WORTH HAS AN ORDINANCE IMPLEMENTING THE ASSESSMENT AND COLLECTION OF WATER AND WASTEWATER IMPACT FEES. THE TOTAL AMOUNT ASSESSED IS ESTABLISHED ON THE RECORDATION DATE OF THIS PLAT APPLICATION, BASED UPON SCHEDULE I OF THE CURRENT IMPACT FEE ORDINANCE. THE AMOUNT TO BE COLLECTED IS DETERMINED UNDER SCHEDULE II THEN IN EFFECT ON THE DATE A BUILDING PERMIT IS ISSUED, OR THE CONNECTION DATE TO THE MUNICIPAL WATER AND/OR WASTEWATER SYSTEM. 4. NO BUILDING PERMITS SHALL BE ISSUED FOR ANY LOT IN THIS SUBDIVISION UNTIL AN APPROPRIATE CFA OR OTHER ACCEPTABLE PROVISIONS ARE MADE FOR THE CONSTRUCTION OF ANY APPLICABLE WATER, SEWER, STORM DRAIN, STREET LIGHTS, SIDEWALKS OR PAVING IMPROVEMENTS; AND APPROVAL IS FIRST OBTAINED FROM THE CITY OF FORT WORTH. 5. SIDEWALKS ARE REQUIRED ADJACENT TO BOTH SIDES OF ALL PUBLIC AND PRIVATE STREETS, IN CONFORMANCE WITH THE SIDEWALK POLICY PER CITY DEVELOPMENT DESIGN STANDARDS. 6. NO PERMANENT BUILDINGS OR STRUCTURES SHALL BE CONSTRUCTED OVER ANY EXISTING OR PLATTED WATER, SANITARY SEWER, DRAINAGE, GAS, ELECTRIC, CABLE OR OTHER UTILITY EASEMENT OF ANY TYPE. 7. SUBJECT TRACT IS AFFECTED BY 100-YEAR FLOODPLAIN PER FEMA - FLOOD STUDY NUMBER SWM-2020-0375. 8. DIRECT ACCESS FROM SINGLE/DUPLEX RESIDENTIAL DRIVES ONTO S. COUNTY LINE ROAD IS PROHIBITED. 9. THE CITY OF FORT WORTH HAS AN ORDINANCE IMPLEMENTING THE ASSESSMENT AND COLLECTION OF TRANSPORTATION IMPACT FEES. THE TOTAL AMOUNT ASSESSED IS ESTABLISHED ON THE APPROVAL DATE OF THIS PLAT APPLICATION, BASED UPON SCHEDULE 1 OF THE IMPACT FEE ORDINANCE IN EFFECT AS OF THE DATE OF THE PLAT. THE AMOUNT TO BE COLLECTED IS DETERMINED UNDER SCHEDULE 2 OF SAID ORDINANCE, AND IS DUE ON THE DATE A BUILDING PERMIT IS ISSUED. 10. THE CITY OF FORT WORTH SHALL NOT BE HELD RESPONSIBLE FOR THE CONSTRUCTION, MAINTENANCE OR OPERATION OF ANY LOTS CONTAINING PRIVATE COMMON AREAS OR FACILITIES IDENTIFIED AS SUCH ON THIS PLAT. SAID LOTS AND FACILITIES SHALL INCLUDE, BUT ARE NOT LIMITED TO: PRIVATE STREETS, EMERGENCY ACCESS EASEMENTS, AND GATED PRIVATE ENTRANCES, RECREATION, LANDSCAPE, AND OPEN SPACE AREAS; WATER AND WASTEWATER DISTRIBUTION, COLLECTION, AND TREATMENT FACILITIES, AND CLUBHOUSE, RECREATION BUILDINGS AND OUTDOOR FACILITIES. 11. THE LANDOWNERS AND SUBSEQUENT OWNERS OF THE LOTS AND PARCELS IN THIS SUBDIVISION, ACTING JOINTLY AND SEVERALLY AS A LAND OWNERS ASSOCIATION, SHALL BE RESPONSIBLE FOR SUCH CONSTRUCTION, RECONSTRUCTION, MAINTENANCE AND OPERATION OF THE SUBDIVISION'S PRIVATE COMMON AREAS AND FACILITIES, AND SHALL AGREE TO INDEMNIFY AND HOLD HARMLESS THE CITY OF FORT WORTH, TEXAS, FROM ALL CLAIMS, DAMAGES AND LOSSES ARISING OUT OF, OR RESULTING FROM THE PERFORMANCE OF THE OBLIGATIONS OF SAID OWNERS ASSOCIATION, AS SET FORTH HEREIN. 12. PURSUANT TO THE FORT WORTH CITY CODE, NO BUILDING(S) NOT NECESSARY TO THE OPERATION OF AN OIL OR GAS WELL SHALL BE CONSTRUCTED WITHIN THE SETBACKS REQUIRED BY THE CURRENT GAS WELL ORDINANCE AND ADOPTED FIRE CODE FROM ANY EXISTING OR PERMITTED OIL OR GAS WELL BORE. THE DISTANCE SHALL BE MEASURED IN A STRAIGHT LINE FROM THE WELL BORE TO THE CLOSEST EXTERIOR POINT OF THE BUILDING, WITHOUT REGARDS TO INTERVENING STRUCTURES OR OBJECTS. 13. THE MAXIMUM FINISHED FLOOR ELEVATION WILL BE EQUAL TO OR LESS THAN 825 FEET. 14. GAS WELL PAD SITE: SETBACKS WILL BE DETERMINED AT THE TIME OF PERMITTING. 15. THE EXISTING CREEK, STREAM, RIVER, OR DRAINAGE CHANNEL TRAVERSING ALONG OR ACROSS PORTIONS OF THIS ADDITION, WILL REMAIN UNOBSTRUCTED AT ALL TIMES AND WILL BE MAINTAINED BY THE INDIVIDUAL LOT OWNERS WHOSE LOTS ARE TRAVERSED BY, OR ADJACENT TO, THE DRAINAGE -WAYS. THE CITY OF FORT WORTH WILL NOT BE RESPONSIBLE FOR THE MAINTENANCE, EROSION CONTROL, AND/OR OPERATION OF SAID DRAINAGE -WAYS. PROPERTY OWNERS SHALL KEEP THE ADJACENT DRAINAGE -WAYS TRAVERSING THEIR PROPERTY CLEAN AND FREE OF DEBRIS, SILT OR OTHER SUBSTANCES WHICH WOULD RESULT IN UNSANITARY CONDITIONS, AND THE CITY SHALL HAVE THE RIGHT OF ENTRY FOR THE PURPOSE OF INSPECTING THE MAINTENANCE WORK BY THE PROPERTY OWNERS. THE DRAINAGE -WAYS ARE OCCASIONALLY SUBJECT TO STORM WATER OVERFLOW AND/OR BANK EROSION THAT CANNOT BE DEFINED. THE CITY OF FORT WORTH SHALL NOT BE LIABLE FOR ANY DAMAGES RESULTING FROM THE OCCURRENCE OF THOSE PHENOMENA, NOR THE FAILURE OF ANY STRUCTURE(S) WITHIN THE DRAINAGE -WAYS. THE DRAINAGE -WAY CROSSING EACH LOT IS CONTAINED WITHIN THE FLOODPLAIN EASEMENT LINE AS SHOWN ON THE PLAT. 16. NO CONSTRUCTION SHALL BE ALLOWED WITHIN THE FLOODPLAIN EASEMENT WITHOUT THE WRITTEN APPROVAL OF THE DIRECTOR OF TRANSPORTATION AND PUBLIC WORKS. IN ORDER TO SECURE APPROVAL, DETAILED ENGINEERING PLANS AND/OR STUDIES FOR THE IMPROVEMENTS, SATISFACTORY TO THE DIRECTOR, WILL BE PREPARED AND SUBMITTED BY THE PARTY(IES) WISHING TO CONSTRUCT WITHIN THE FLOODPLAIN. WHERE CONSTRUCTION IS PERMITTED, ALL FINISHED FLOOR ELEVATIONS SHALL BE A MINIMUM OF TWO (2) FEET ABOVE THE FLOODPLAIN BASE FLOOD ELEVATION RESULTING FROM ULTIMATE DEVELOPMENT OF THE WATERSHED. 17. NOTICE: SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY SUBDIVISION ORDINANCE AND STATE PLATTING STATUTES AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS. 18. ANY EASEMENTS SHOWN HEREON WITHOUT EXISTING RECORDING INFORMATION ARE TO BE CONSIDERED DEDICATED BY THIS PLAT. Filed for Record in the Official Records Of: Denton County On: 8/5/2024 4:15:28 PM In the PLAT Records SHALE CREEK PHASE 4 Doc Number: 2024-267 Number of Pages: 3 Amount: 150.00 Order#: By: JS REFERENCE CASE NUMBERS PP-19-043 FP-24-032 A FINAL PLAT OF SHALE CREEK, PHASE 4 OF LOTS 1, 2X, & 3X, BLOCK 29; LOT 1 X, BLOCK 30; LOTS 3, 5-7, 1 1 -29, 4X & 30X, BLOCK 31; LOTS 1-17, 19-23, 25-27, 18X & 24X, BLOCK 32; LOTS 1-30, BLOCK 33; LOTS 1-27, BLOCK 34; LOTS 1-18, BLOCK 35; LOTS 9-23, BLOCK 36; LOTS 3-14, BLOCK 37 & LOTS 2-20, BLOCK 38 82.778 ACRES SITUATED IN THE SMITH COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 1173, DENTON COUNTY, TEXAS, AND THE SMITH COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 743, WISE COUNTY, TEXAS 170 RESIDENTIAL LOTS 7 (HOA)PRIVATE OPEN SPACE LOTS OWNER/DEVELOPER: TCL LAND BANK 3 (2022), LP 5055 KELLER SPRINGS ROAD, SUITE 500 ADDISON, TEXAS 75001 PHONE (214) 478-9777 ENGINEER/SURVEYOR: LJA Surveying, Inc. 3017 W 7th Street Suite 300 Fort Worth, Texas 76107 THIS PLAT FILED IN JULY 2024 Phone 817.288,1900 T.B.P.E.L.S. Firm No. 10194382 M he W W Uj Ij Y/ ecretary SHEET 3 OF 3