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SD5440A
'\ LAKESHORE RD SHAW LN Il LAKEVIEW LAKE VISTA LH LAKE HAVEHW LAKE CREST LH I � * VICINITY MAP (NOT TO SCALE) 0 50, 100, 200' GRAPHIC SCALE IN FEET 1" =100' R.O.W. DEDICATION 0.1781 ACRES 7,756 SQ. FT. (BY THIS PLAT) 1/2" CIRF (ILLEGIBLE RED CAP) V 1/2" IRF-_ 60.0' 1/2" IRF 50.0' - W>� [[ O U 6 WQ IE 5 3 INSET "A" (NOT TO SCALE) 25 \ v, \ N eN- \ 24 814 °2327« 26X 123.08, 814°2327 16,0 PI-1 "W' 124.55' 0.0453 A •E. \ L 102 (B.T p RES v c 23X 20, N 25' D.E. S S 01220gCRES 4.61' 1t05 0.0433ACRES S14°2327"W (B.T P•) c� �� (B.T.P.) �a 132.44, °° _ i / o I 110q i-J ' I I w wva I 23 O N m I N � o I m � Io _U� I � � I I 22 I I I I I \ 5X D.E. > 0.0699 ACRES / (B.T.P.) , o /(b0 I � I Q I I I 42 INSET "B" (NOT TO SCALE) 33' D.E. - 0.0231 ACRES (B.T.P.) �/ \<io t 9.00' �25.53' o �o \ 38 yn V" \ CALLED: 47.267 ACRES FSA & S COLLIN COUNTY, LLC "TRACT 6" D.C.C.I. NO.2015-129157, O.P.R.D.C.T. IOLLOAM DUG3HQ" W 0, N i ,---APPROXIMATE SURVEY LINE 1/2" CIRF - _ " T"4158-- 7- - MON. "P249W" O I ZONE X / 5 4 3 2 1 56 55 © i-i \ 6 L7 54 53 a 10 8 9 ����� � ILI ZONE "X" (SHADED) (300SOoN 9go0 zI / / / I CIRS N:7,118,457.01 26 25 24 23 22 48 © / 52 E:2,410,101.31 / / (NAD83-GRID) 27 28 47 49 PHASE 2 ry� !! v /51 oV N / Z z 0- ZONE "AE" 29 50 I / ^6� CIRS 00 LL w 30 L 46 �OJ�n�� / 7� �ZO 32 31 1819 21 , U S03*40'24"W �� L 16 17 20 Q 45 153.53' CIRS / / G��a t113 v w w N CIRS / �' \^° �pw- - 14 15 44 J CIRS L21 13 / t,116 i 12 O CIRS '� ZONE "X" (SHADED) USACOE FLOWAGE IESMT. 5 O 12 9 10 L1g CIR/S (533 CONTOUR) 23 w 5 13 12 11 L11T-� - - - - - - z 14- 15 CIRS CIRS U;� Q 6 11 8 CIRS w o �R�,i ZONE"X" '-) CIRS LOT 43X, BLOCK C 24 w <C 6 16 clRs L15 L16 L17 18 (FLOODPLAIN, DRAINAGE _ 0231 �00 ESMT., &OPEN SPACE) 04 7 10 W P 17 CIRS 14 57.70 25.66 a r0. 25 y 18 3g1g 41.5' 18.56'w ' V U Ci ' 18.39' 33 R�S<�o `o 137.11' 7 R m - .I"$r13m^L>8PG 5o0o�000 3 19 V.-No (p 9N10 zi a \> 9% 30D.E. 8 9 8 r8' P.U.E. a 0.0820 ACRES h ^\4o-o i 20 MIN FFE (B.T.P.) rna$ (B.T.P) w542.1' 21 7 SEEINSETB38 .53'D.E. E is -0.0699ACRES 5421L=11.=53•46' 9>a64 3 22 C8 L37 \d /7 (B.T.P.) . O37 t$ MIN FFE �J•�Jn P N iao 'y 5 oo'o�z A2p3 C36 �+- 87.64 h L=50.00' 542.1' 303 5090 ' go 4 00 �o3t ,53p6 `�-' C21 L78 fyy o ' 42 513°3y ag rnN hh1 C�3f"ro S1y°11'3q"B SZ N ca r o S03°40'24"W 37 a3 > oe; 3 ov o A6 r N ,75.31- L=24.89'- - a 1 fi tV 1A' No No Ny 2L i53' w- \ 119.99' L=18.09' N 'o, u B' P.U.E. N '0 11 0 U+ r R=61.0' b M Q w �' y 2y i53' r3 n O m 36 fi O7 q � > N 2 •$ A6 y9• 3 ,� r r- m 39X o 36 o; o "0' 6, > w w •-i 41 C 20'X18' < voi 3 O �Z15� oo. o A6 ° 'S TAG yp. 6+, N 21 W „ P.U.E. mo n MIN FFE 28 30 31 32 33 34 35 CIRS 55$ \ �z O `ww 1 3z 53 ,13 3� �' N 5.70' �'m Na 22 °_ m o 0 0343E B.T.P. h 541.1' r c 16 15 14 13 12 11 5 29 F S 00 i� c� c1 13° t' (B.T.P.) 10 CIRS AZ ' 0 gd' 3� y0• >. m o r+ 1 \ `' A2 0 4 gh 3 L10 \ N 23 w, m CIRS 13 30• < N G 50' N Noy 2y = 119• 8' P.UE. CIRS `. .� m V �i' Q1 Od g, 9.13' 75.32' 1 (B.T.P.) �6010 i�1� ',"� S1r°40 t ONE PE CIRS LS L7 s clRs f� PHASE 2 E ,9ss' NN <, ��c• 50 N 24 $ r 2 j Al 60 10" m, 38 •o n� 215 -51 Y 3T 40 1 0 13.02' @ �j ?� , 8 S01*40'13"W - 371.35' CIRS S°. CIRS o n CIRS L12 11°5a N a N \ 215 > i R 50' >NC i g5• N09°52'58W y < / AA / p, r4 OSB� r9 7 s a S01 40 30 W- 543.01 za.e7 s o y z P�� oo' o 0 0 -s444' 11' 3. ?> ,yd ? i 47.13' °c>, > a� 3B iii \,\G N �a Np 25 0. p0 00 <, 16 •,a 166 3 � y Na' M h S S0. 18.60 o jz y0• 5 2' 1 1p 35 2 46.73' S0.00' S0.00' 50.00' 50.00' 50.00, 50.00, 24.62' 45.2T N ' N 39 $ .N �� QU8 000 60; o o Na yp < /1 0�P1 y0� a rna 41.32' 50.00' 50.00' 50.00' S0.00' 50.00' S0.00' 50.00' S0.00' 50.00' 49.38' a N> y a 0 MIN FFE L v G �z 5 > 26 °O / `N • 1 0 Na o y 1 5 O o S1ge S O S01°40'13°W �•Q V "� ✓/ � N 20 J m -+ a 5 l 5 0 No 0 rn oo m 5 s4 ti t' AZ o N 34 .. v 6 No � 50' > N N � O. 6 0 > rn o > 541.2' 'L • ,1,g ?t q0 �„I 11.30 2.30' � N 40 `�r. o y9 i 5 (�' 00 �'+, i N N y < rn � 1 • So• N ° o, o O w w w w w w w w w w w Ow w w w w w > w iy �' S > N 27 4i o0 000 m o p 8' P.U.E. tl'o ? SG� g\\G ^ a o > � ^� m 41 �» � i r�' No No n. jz 50' S > N 19 0. MIN � 50 OWNER: SS h rn d' a o v o p b v o v o d ` - ` - n - f n - 4 - m ro o O6 1 g / "� 0�' o; > N N y (B.T.P.) 1` EQ •50 50' > a° 33 $ 0 1� / O UNITED STATES OF AMERICA CIRS / 4h �* rn v rn `* rn `8i `* rn rn rn rn o �i `� �i =" n ^4 w 42 a' w 4.46' S0• 1.3 01 .50 .50' > N 28 00. o p0 00 rno o > W \O e 5 N FFE 00 �' r " " 54 53 52 51 50 47 43 3 ^� y 2i 5 `iJ 3 N N y S, m' 1 2 3 4 5 6 7 8 M " r r r r ° r ° ° ° of 44 u"i r n 5 i e 5 N6 No y0. 0• > o0 0 8A r 55 13 Op `` o> MIN 541.2' N U) 0 S ri ri ri r r ri r n r ri ?' > 1 clRs / � N N N N as a8 as a5 y5• 5 yo• > o 0 50 d rn o N 18 yA. l N o• 32 $ FFE od VOL. 411, PG. 194, °W °W r ° e - N N W i• VV ! n b / i� iy iy iy � '�`{ i� '�`{ iy 10 i 3 E N N a. 5i yN y m m m m m' g u �r �r �r mr �r mr mr m mr 1t V N 29 0 5' 0 0 rn > 21 / 'S N y b ^ \ m m y m m m y f° V v N ?� a 33 00 y0• N a o 0 0 g" / OOp Na o MIN 541.3' y0' rc / NO /r O.P.R.D.C.T. ti , y m m m o y y m m m m `0 2 5 N17 a 0 1 rn > m' 8' P.U.E. 8' P.U.E. 60.69 0�. o o rn o y 50 y0• 5 + �, 31 o FFE 0 \\N V l.= 5 > o. 0 00 rn > 1 i N y 0 'C 130.13, 1y (B.T.P.) \ (B.T.P.) L=15.52' o N 30 2L y0� 50' > N 16 $ o od' 0 > MIN 541.3' h\ n, L=60.59' i 5' N i N N 3L p0' > 30 5 ,�• y�O' tN-27.80'-50.00' 50.00'- 50.00' -50.00' 50.00'- 50.00' -55.71' y0 U fw�-85.96'--50.00' 50.00 50.00'- -50.00' S0.00' 50.00'- -50.00' 50.00' 50.00'- 37.19' L=60.59'' C1 511 a $ o FFE Od G 1 0 3 N 31 $ p0 0 s, 'o Na o y MIN LB C4 S0140'13'W-383.51 / S01°40'13'W-573.15' 034 i� A9' o 50 `�' N > N915 .$ 5op6 N� `,(� 19 rn o 541.4' „ \ O Lm [r A6• o S `'o \ 5A' > a 29 .$ FFE 00 53 / 1/2 CIRF 3?,3j, C3� DELILAH DRIVE _ -- ' N 32 0. 00 0 o 'o = N� Noy 50' / « >0 \ - - - - - - - - - - - - - - - - - - - - - - -�-_ - - y000 1.51' ' do 50 5 c� `'y 14 00 0 N 8' P.U.E. > a° > MIN 541.4, ° ^N ILLEGIBLE >, t� m L=175.65' 426.10' (55' WIDE PUBLIC R.O.W. - B.T.P.) 554.37' 73.18, C16 �- rn, o c� o 50 . , rn N 28 $ o FFE 00 35`� •\. \Nj� YELLOW CAP" iO V� y 51 C22 S01°40'13'W - 374.60' S01°40'13"V1I - 488.02' L77 L=60.00' N� �o Na 33 3L yo0o y0p0 a 13 00 0 �- 'o m lt� `'o MIN 54t.4' y0 N13 �rc`'M 1 M 1 N 2 7- L=50.00' L=50. > oa 34 •$ �o3L 00 y000 p y 50 o- n > a o a 50 �' o `'y 12 00 >opt .5006 r 6593g / 5A 9Z Gmp o MIN o jz 5410o y0 0? N�Q� m N > o 35 mjZO 20f 50�0 > d' 11 00'0 0 y0"� p �8' P.U.E. \ % oo FFE y0• pyE NO OG/ N ewe o a 36 pR Ns6 `Oo Ny pz 50� 3°35 / i509 (B.T.P.) i <__ Q 541.2' g23 0 0 > 37 0•o 'o NZ i i N o O %•\ 1g 1p0 OG• O• W 38 0 - 11yz 12.N' N ao N�10 0. y00o yAg91 yo90 > rna 18 0`� G / / - L111 A6• >'° 9 'oo. o 8 p1 g0' No No i �'I,� u' N L110 A863 2.14 N� No � i50� /50 50' > °�°, 17 qi o \ to L 1 \„ 8' P.U.E./ L108 L109 5 > n 8 00 o d� 0 0 N6 No 3t \ w> \ (B.T.P.) in I 59.55' g 39 8.77' No No o,', 3z 50� / 3°3yy .509 N'a �' 16 00. 0 1Aa3 \ 01 m o� / NG y50"O" 48.53' 2819.70' p v „b s ?Z 3 0 30.66' cn+�'''o w 7 °' 3Z •50�0 �Y,� N 5090 >wrn 15 0 >o g0 \w � 513 OA61• MIN FFE 17.90' N > N G \ 2 I -+ N> 6 '$` � N Noy 0• d N 6 541.5' N > w ASP / g0 > 5 , 21 • L=11.32' m � a: 11 S 25 ° LOT 26X, BLOCK C -OPEN SPACE m > ° > D o- N 'y jt C 509 NE O\ / S0`` N N �' & 4 ,yyn6 090' °c; o >o \QE\\ OJN µG \ 555 L=31.56' 335 (FLOODPLAIN &DRAINAGE EASEMENT) 5 O L=11.32' \ � w 2 ��, a 3 wo+- o'+ AS 0 ,5 No �o Ny 13 $ jz 5090 0 Q pE\- Cr 32 51 1A805 SEE NOTE 21 r �509 > a 12 .$ >o g0 y' P�� REO e'e 4r MIN FFE v 46 // 36 p5 >Noa 11 2i o9 jt g0 NOOj NG 13 3g5 A� < 2 O 541.7' Lx56.46' i L=56.46' 9 0=14.44' �p y Z 50' \ O \ S AA Z 156 yT 0.0453 E. L=56AV CY 509 > °^ 10 00 >o p µG 1 �.3 1 R=61.0' , (9. ACRES m SEE INSET "A" S09 5� C30 - - - - - - - - - �I - - 93 1 oe '� 9 °oJo gd 501 5 / E 1 2>19 Z \ L f 0.0433 ACRES 44"E .a LB4 C24 �? N01°40'13"E - 381.10' N01°40'13"E - 475.37' \ L82 _ C� yp90 No No i 51 20 SN'23' 4Z � r 25' D.E. 45 ! N o 428.60' I NICOLE DRIVE 560.37' �65.71'� - yp E 3y V - (B.T.P.) vi- - - - - - - - - C11 y0• .� '' ?z 50• `^r1 g1•�' NG / 5 0 124. �• 02 - -� L' 35 Ol E / 3° 10' P• L58 1 (55' WIDE PUBLIC R.O.W. - B.T.P.) g0" > � 3 g�c \\N g2 p1 �? �6 23X Lfps '�• C20 N N01°40'13"E - 381.10' N01°40'13"E - 475.37' ! U No 8 ogo N1 PO \QE / 13g 66 G Nt4° 70 g?.P•1 P9 9 L48 90' ?l 5 ' ?377° 55' ( / .19' 44.36' ! a! A Lo50• R f ` L=50,15' 15.28'-51.00'-51.00'• 51.00'- 51.00'-51.00' 51.09- 59.82'- e'1 b� 59.83'--50.00' -50.W. 50.00'--50.00'-50.00'• 50.00'--50.00' 65.54' N v-L=38.30'-L=50.90' L=50.90' > �; lQ �FLG / n `L, ,,50 t3 .4q' Lr04 v L=23.67' 32.5' 32.5' N N w 7 °a '' 11' N So. �\ L=6.47' t •a U a 52• O`'E NO. O G• ' / o ?8'- 20' S.S.E. 6 L=35.71' 8 P.U.E. 8 P.U.E. -+ -+ w n 6 ma P��GG�'OpR' /p9' 0.1220ACRES / •� w w w w w w w w w (B.T.P.) e w w w w w w w w (B.T.P.) m ur ' o - w 1r y1? 100 O• E-^�po0 °4 S SEE a r •Vn' y. °7 :r ry I - ' > N- N N \'� 5 .E' w 21 hh © > mo (B.T.P.) n- ice- % i.< a• n'v I"v '"v ^'v ml nN nin Rio 1`F- ^'A I'b �' ' °m'° wo 5 > '( 50 �/ .c`�^� b 8 g rn v� `� n `*r� a� �n a v `*� v� o v� v� v� vn `tn t1 >� ^' wo 4 > 0 5 33 ecP N> b NOTES �' „� r v 10 11 �' 12 r r 13 14 15 16 �' r 17 m r1 I 1 �' 2 3 4 5 6 �' r 7 °' 8 �' r \ w 1 N 2 ° 3 o yeo G / gEM�/g2 LOT 19X `� ti 22 w 23 / POINT OF S00' V Gj� ^h 7 °gyp 00 r ^O N N N N N N N N h Mi N N N N y N N 9 w m N N v C N Q% / BLOCK C �`' `t MIN FFE o (- } Q m °0 m w�r Nrr Nrrrr J v yr �r Nrr ye Nr °m�,r \ y rnr a / / ( ) m r MIN FFE 541.8' I (V t(� m SEEN m I 5 21 • jz 5 g5 / OPEN SPACE o BEGINNING O 65.0' I B 21 0 1193 • NG / ? 2 NOTES O y5• rm AyOA / ( ry0 / ryo COE MON. "P248W" "X" CUT FOUND 160.04' 132.02' S0.04' 50.25' 50.90' 51.00' 51.00' 51.00' 51.00, 51.00, 51.00, 74.83' 74.83' 50.00' 50.00, 50.00' 50.00' 50.00' S0.00' S0.00' 101.31' + 48.75' 57.87' 58.48' 59.4T / 596.09' 53.34' 167.92' 146.10, 291.47' N:7,121,430.74 N01-40'14"E - 2 99 1.22' LOT 1X w E:2,408,934.89 5.57' I LOT 2X / i BLOCK 12 z BLOCK 12 (NAD83 " GRID) / LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 I \'\ i / TOWNSEND GREEN PHASE 1 w TOWNSEND GREEN PHASE 2 LOT 10 I I I D.C.C.I. NO.2023-363, O.P.R.D.C.T. LOT 30X S / LOT 9 \ I BLOCK 2 I ( I I LOT 22 LOT 1 I LOT 2 I LOT 3 ( LOT 4 ( LOT 5 ( LOT 6 LOT 7 I LOT 8 LOT 9 LOT 9X \ LOT 1 / NE�G G / D.C.C.I. NO.2020 410, O.P.R.D.C.T. O \ \ LOT 19 LOT 20 LOT 21 I / SE �N� O. >(\ \ n \ I I TOWNSEND GREEN PHASE 1 I I I I I I BLOCK 8 I I Ex.B Q i I / D.C.C.I. NO.2020-410, I P.U.E. �/ 0' P EP 1.O' i \ LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 I LOT 121 LOT 131 LOT 141 LOT 151 LOT 161 LOT 171 LOT 181 LOT 191 LOT 201 LOT 21 LOT 22 LOT 8 \ EX. 8' TOWNSEND GREEN PHASE 1 \ /S* \\NE OZ9 , I I \ \ - - - - O.P.R.D.C.T. P.U.E. - D.C..J. NO.2020-410, O.P.R.D.C.T. p\P�2006'10 \ \ LOT 5 \ I \ ,� -- -- ---- -- - -- -- -- I -- -- ---- -- ---- - - No. / LOT \ LD OGG�'� \ LOT4 \ VILLAGE CREEK LANE I - - - - - - \ LOT 3 \ - - -CREEKBEND LANE- - - / LOT zzx / \ LOT 6 - LOT 2 \ � LOT5-- ---- -- ---- -- ---- -- - --- -- ---- --------- �i \� \ - 51.52'--51.52'-51.52' 51.52'- 51.52'--51.52'-63.19' W2.T9 14 2.29' 'Y t 1>,91' M iy w F• b W w w n b �'' b 1` b w i� b w W I � b i b V U e+3 h 2 / A a m 16 �? 15 rn 4114 6, � 13 rn ? 12 rn ' 11 rn Lq 10 V .. S / 18°?10gair h o 17 w r m r r r r °w eN- W- = N ED r r r w rJ cD W^ N a ai o 8.8031g.38,�ylm v ^� A ;ref S0, 2 62.72' 51.52' 51.62' 51.52' 51.52' 51.52' 51.52' 76.19' AI' St N 8?> O ^ Mlz� 31 52.14' 52.14' 52.14' 52.14' 52.14' 52.14' 52.14' 83.04' O W yo 124.88 A h /^ w S01°40'13"W I o6 v I v S„ 4 L=26.94' ?> y 18 21 I8 ?1 'll r o w w w E� vn b 7i v o w a roi w w O v o v o U? cn W -� m �j•°o w r N S, 116.45" m y 2 eg, 3° 4 rn r 5° 6° N 7;' g m 9 B N N r o°Do C la Z H / r N N r N e N r r r N c r � r W r I W P.10 f o/ Rc8 uo <n U) U) m U> Uf 8' P.U.E. 3 11 28' 6 1.0• fa - �( p �85 74.47'- 0.21' L70 18.46' 52.14- 52.14'- -52.14'-52.14' (B.T.P.) J -52.14'- 52.14- 68.05 y59 - f 4-57.48'- w enp -50,10' w 50.10'- w 50.10'- w -50.10' w 50.10'- w w w Cam"+ 1 I V1 27.5' 127.5' 0 -L=28.24' W 18 m c 17 m c 16 0 15 orn 14 $ 13 rn 12 � 11 rn 10 b c �r o 0 o r o r C o a o 39 0 a i0 U) r °°°o U) U) r U) " U) '- V) r ;0 U) '- W V) r A m r A A 74.83' 50.10, 50.10' 50.10, 50.10' 1 50.10' 50.10' 1 50.10' 74.84' Nbo13N I c610 1 `-,cep 6.88' Lf07 N01°40'13"E I Owu owe O I� v sws r b 7 w n b v w n n b V b a b a w n g v$ w L5 v$ I" °o W a °= ao w w ao - W N 2 rn� fh r C7 3 �o �� 5 wo 6 0 C'! 4 M M r C! 7 M B 9 Nz M r cor4 1 r N °l0 r m r "W r °CO r eC r OG r °c0 r cD N r r � 61-�>- F-1 y r N r ai a 2 of a UC)i y a 8' P.U.E. I WW(� (B.T.P.) 10' 50.10'- 50.19 -50.10' 50.10'- 50.10' -50.10' -64.84' Z6 �% f$ -L=39.86' *LEGEND* CIRF IRON ROD FOUND WITH CAP IE CENTERLINE CIRS 5/8" IRON ROD SET WITH CAP L = 5.00' ARC LENGTH OF 5.00' STAMPED "SPOONER 5922" D.E. DRAINAGE EASEMENT IRF IRON ROD FOUND P.U.E. PUBLIC UTILITY EASEMENT XCS "X" CUT IN CONCRETE SET ESMT. EASEMENT NOTES: COE CORPS OF ENGINEERS PHASE LINE SEE PAGE 2 FOR OWNER'S DEDICATION, LINE, CURVE MON. MONUMENT NEW R.O.W. LINE AND TREE TABLES, AND CITY APPROVAL BLOCK. VOL. VOLUME EXISTING R.O.W. LINE PG. PAGE ------- ADJOINERPROPERTYLINE LOTS 6-50, BLOCK A ARE LOCATED WITHIN FEET OF AN EXISTING DRILLING AND PRODUCTION SITE. R.O.W. RIGHT OF WAY - - - - EASEMENTS NEW WELLS MAY BE DRILLED AND FRACTURE D.C.C.I. NO. DENTON COUNTY CLERK'S _.._.__ NEW LOT LINES STIMULATED ON THE DRILLING AND PRODUCTION INSTRUMENT NUMBER �.� PROPERTY LINE SITE, AND THE EXISTING WELLS MAY BE RE -DRILLED D.R.D.C.T. DEED RECORDS, AND/OR RE -FRACTURE STIMULATED IN THE FUTURE. DENTON COUNTY, TEXAS WATER RELATED HABITAT ESA O.P.R.D.C.T. OFFICIAL PUBLIC RECORDS USACOE FLOWAGE ESMT. DENTON COUNTY, TEXAS - - - CROSS TIMBERS ESA P.R.D.C.T. PLAT RECORDS, O BLOCK LABEL DENTON COUNTY, TEXAS (B.T.P.) BY THIS PLAT O STREET NAME CHANGE (EX.) EXISTING CITY OF DENTON PROJECT NO. FP24-0011 FINAL PLAT STELLA HILLS PHASE I SURVEYOR: SPOMMER BEING A FINAL PLAT OF A 48.6193 ACRE TRACT OF LAND LOCATED IN THE GIDEON WALKER SURVEY, ABSTRACT NO. 1330, CITY OF DENTON, DENTON COUNTY, TEXAS, SAID 48.6193 ACRE TRACT OF LAND BEING A PORTION OF A CALLED 81.5532 ACRE TRACT OF LAND CONVEYED TO MERITAGE HOMES OF TEXAS, LLC, BY DEED THEREOF FILED FOR RECORD IN DENTON COUNTY OWNER/DEVELOPER: ENGINEERSTEREDONALL4ND �CLERK A§RENSURVEYORS S INSTRUMENT NO. (D.C.C.I. NO.) 2024-3O.P.R OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS (O.P.R.D.C.T.) MERITAGE HOMES FORES►TEGROUP 177 SINGLE FAMILY LOTS - 4 OPEN SPACE LOTS 8840 CYPRESS WATERS BLVD, SUITE 100 DALLAS, TEXAS 75019-4615 PH: 855-588-6374 ATTN: FRANK SU 4925 GREENVILLE AVE, SUITE 480 DALLAS, TX 7S206 (224) 939-7123 ATTN: SEAN FAULKNER, P.E. 309 BYERS STREET, SUITE 100, EULESS, TEXAS 76039 (817)665.8448 WWWSPOONERSURVEYORSCOM TBPLS FIRM NO.100549M SBA 22073 ERIC S. SPOONER, R.P.LS. 48.6193 ACRES ^ ZONED R6 J U N E -" 2024 SHEET 3 OF 2 Filed for Record in the Official Records Of: Denton County On: 6/28/2024 10:23:17 AM In the PLAT Records STELLA HILLS Doc Number: 2024-226 Number of Pages: 2 Amount: 100.00 Order#:20240628000176 By: JS * OWNER'S CERTIFICATION STATE OF TEXAS § COUNTY OF DENTON § WHEREAS MERITAGE HOMES OF TEXAS, LLC, is the sole owner of a 48.6193 acre tract of land located in the Gideon Walker Survey, Abstract No. 1330, City of Denton, Denton County, Texas, said 48.6193 acre tract of land being a portion of a called 81.5532 acre tract of land conveyed to Meritage Homes of Texas, LLC, by deed thereof filed for record in Denton County Clerk's Instrument No. (D.C.C.I. No.) 2024-30473, Official Public Records, Denton County, Texas (O.P.R.D.C.T.), said 48.6193 acre tract of land being more particularly described by metes and bounds as follows: BEGINNING at a "X" cut found in concrete at the northwest property corner of the said 81.5532 acre tract, said beginning point being on the existing southwest right-of-way line of McKinney Street, being a variable width public right-of-way, said beginning point also having a NA083 Texas North Central Zone (4202) Grid coordinate of N:7,121,430.74 and E:2,408,934.89; THENCE along the north property line of the said 81.5532 acre tract and along the said southwest right-of-way line the following courses and distances; South 62°13'30" East, 137.55 feet to a 1/2" iron rod found; South 67°26'15" East, 128.27 feet to a 1/2" iron rod with a red illegible cap found; South 70'01'55" East, 232.42 feet to a 1/2" iron rod with a yellow illegible cap found; South 70°06'50" East, 83.66 feet to a 5/8" iron rod with cap stamped "SPOONER 5922" set (hereinafter referred to as an iron rod set); South 70°54'41" East, 100.95 feet to an iron rod set; THENCE departing the said north property lines and the said existing right-of-way line, over and across the said 81.5532 acre tract the following courses and distances: South 19°21'40" West, a distance of 135.04 feet to an iron rod set; South 70°38'20" East, a distance of 21.17 feet to an iron rod set; South 19°21'40" West, a distance of 55.00 feet to an iron rod set; South 01°40'13" West, a distance of 371.35 feet to an iron rod set; South 36°33'48" West, a distance of 87.45 feet to an iron rod set at the beginning of a non -tangent curve to the right having a radius of 432.50 feet; Along said curve to the right, an arc length of 84.33 feet, and across a chord which bears South 59°01'20" East, a chord length of 84.19 feet to an iron rod set; South 53°26'12" East, a distance of 11.30 feet to an iron rod set; South 36°33'48" West, a distance of 65.00 feet to an iron rod set; South 01°40'30" West, a distance of 543.01 feet to an iron rod set; South 08°39'17" East, a distance of 121.27 feet to an iron rod set; South 17°56'10" East, a distance of 86.08 feet to an iron rod set; South 23°35'50" East, a distance of 517.46 feet to an iron rod set; South 19°29'42" East, a distance of 57.24 feet to an iron rod set; South 09°05'52" East, a distance of 99.25 feet to an iron rod set; South 00°26'07" West, a distance of 44.24 feet to an iron rod set; South 04°49'54" West, a distance of 56.83 feet to an iron rod set; South 11°44'31" West, a distance of 55.00 feet to an iron rod set at the beginning of a non -tangent curve to the right having a radius of 222.50 feet; Along said curve to the right, an arc length of 53.55 feet, and across a chord which bears South 71°21'46" East, a chord length of 53.42 feet to an iron rod set at the beginning of a curve to the left having a radius of 277.50 feet; Along said curve to the left, an arc length of 7.66 feet, and across a chord which bears South 65°15'32" East, a chord length of 7.66 feet to an iron rod set; South 17°33'27" East, a distance of 113.33 feet to an iron rod set; South 86°19'36" East, a distance of 47.46 feet to an iron rod set; South 03°40'24" West, a distance of 31.56 feet to an iron rod set; South 86°19'36" East, a distance of 78.50 feet to an iron rod set; South 03°40'24" West, a distance of 153.53 feet to an iron rod set; South 39°37'16" East, a distance of 143.21 feet to an iron rod set; South 55°06'57" East, a distance of 57.08 feet to an iron rod set on the common property line of the said 81.5532 acre tract and that certain tract of land conveyed to United States of America, by deed thereof filed for record in Volume 411, Page 194, O.P.R.D.C.T., from which a Corps of Engineers Monument with a cap stamped "P249W" found at an interior northwest property corner of the said United States of America tract bears North 89°08'34" East, a distance of 229.09 feet; THENCE South 89°08'34" West, along the said common property line, a distance of 1,254.32 feet to a Corps of Engineers monument with a cap stamped "P248W" found at the southwest property corner of the said 81.5532 acre tract, same being a northwest property corner of the said United States of America tract, said monument found being on the east line of Townsend Green Phase 2, being an Addition to the said City and State, according to the plat thereof filed for record in D.C.C.I. No. 2023-363.O.P.R.D.C.T.; THENCE North 01°40'14" East, along the west property line of the said 81.5532 acre tract, in part along the said east line of Townsend Green Phase 2 and in part along the east line of Townsend Green Phase 1, being an Addition to the said City and State, according to the plat thereof filed for record in D.C.C.I. NO. 2020-410, O.P.R.D.C.T., a distance of 2,994.22 feet to the POINT OF BEGINNING, containing 48.6193 acres (2,117,857 square feet) of land more or less. NOW, THEREFORE KNOWN BY ALL MEN THESE PRESENTS: THAT, I, a duly authorized agent for hereby certify that S is the owner of Stella Hills, and do accept this as its plan for subdividind into lots and blocks and do hereby dedi ate to the public forever the streets and easement shown hereon. ( Z k (duly authorized agent) Date STATE OF TEXAS § COUNTY OF Gv�lAS § BE RE ME, the undersigned, a Notary Public in and for the said County and State, on this day personally appeared Z" _, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he/she executed the same for the purpose and consideration therein expressed, and in the capacity therein stated. A. GIVEN UNDER Y HAND AND SEAL OF OFFICE, on this the 2A day of IC 2024. '> LUCASTRIBBLE _..*;*° My NotaryID # 132760234 Notary Public, State of Texas ' .. . � � Expires November 2, 2024 * SURVEYOR'S CERTIFICATION STATE OF TEXAS § COUNTY OF TARRANT § THAT, 1, Eric S. Spooner, a Registered Professional Land Surveyor, in the State of Texas, do hereby certify that this plat was prepared from an actual survey on the ground of the property and that all block monuments and corners were placed under my personal supervision, and in accordance with the platting regulations of the City of Denton. Surveyed on the ground during the month of June, 2023. 16 TQ4F, +'9 EfiIC... SPOONER 0 5922 v; Eric S. Spo6er, .P.L.S. Date �9•?oR�88 �o+r a0 Texas Registration No. 5922 .y •t G BURV� STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned, a Notary Public in and for the said County and State, on this day personally appeared ERIC S. SPOONER, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he/she executed the same for the purpose and consideration therein expressed, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, on this the I� day of . 57 , 2024. CHRISTOPHER RYAN REEDER �' r2. • ;�-Notary Public, State of Texas Notary Public, State of Texas Q Comm. Expires 03-26-2025 %vrF '� , Notary ID 133002034 * GENERAL NOTES * 1. The bearings and distances shown hereon are referenced to the Texas Coordinate System of 1983, Texas North Central Zone 4202, and are based on the North American Datum of 1983, 2011 Adjustment. All areas shown hereon are calculated based on surface measurements. 2. This plat was prepared with the benefit of a Title Commitment prepared by a title company. The easements shown hereon are the only easements known by Spooner & Associates and does not imply that any other easements, covenants, restrictions, or other matters of record do not affect the subject property. No other research was performed by Spooner &Associates, Inc. 3. According to the Flood Insurance Rate Map published by the Federal Emergency Management Agency, Department of Homeland Security and by graphic plotting only, the subject property appears to be located in Zone "X" (areas determined to be outside the 0.2 % annual chance floodplain), Special Flood Hazard Zone "AE" (base flood elevations determined) and Flood Area Zone "X" (Areas of 0.2% annual chance flood; areas of 1% annual chance flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 1% chance flood) as shown on Map No. 48121CO385G; map revised April 18, 2011, for Denton County and incorporated areas. This flood statement does not imply that the property and/or structures located in Zone "X", Special Flood Hazard Zone "AE", and Flood Area Zone "X" will be free from flooding or flood damage. This flood statement shall not create liability on the part of the Surveyor. 4. Due to the natural progression of erosion and accretion, the dimensions of the creek centerline shown hereon are approximate for reference purposes only and shall not effect or follow the title of the subject property. 5. All property corners are monumented with a 5/8 inch iron rod with a cap stamped "SPOONER 5922" unless shown otherwise hereon. 6. Selling a portion of this addition by metes and bounds is a violation of City Ordinance and State Law and is subject to fines and withholding of utilities and building permits. 7. The minimum finished floor elevation shall be provided when a building permit application is submitted. The minimum finished floor elevations shall be based on the current FEMA data. 8, The City of Denton has adopted the National Electric Safety Code (The "Code"), The code general prohibits structures within 17.5 feet on either side of the centerline of overhead distribution lines and within 37.5 feet on either side of the centerline for overhead transmission lines. In some instances, the code requires greater clearances. Building permits will not be issued for structures within these clearance areas. Contact the Building Official with specific questions. 9. Taps made to existing waterlines or relocation of Fire Hydrants shall be done by the City of Denton at the expense of the Contractor. Contact Kent Conkle with the Water Department at 940-349-7167. 10. Water and Wastewater service for this subdivision to be provided by City of Denton. 11. All work within gas line pipeline easement will be subject to the terms of the pipeline owner. 12. Responsibility for all open space lots (Lots 19X, 23X, 26X, and 43 X Block C) and the maintenance thereof will be by the Home Owner's Association. 13. Lot 39X, Block C shall be dedicated to the City of Denton for a lift station. Lot 39X, Block C shall be except from Home Owner's Association Covenants, Conditions, and Restrictions. 14. The purpose of this Final Plat is to create 177 single family lots and 4 public open space lots, and to dedicate right-of-way and easements necessary for development. 15. Floodplain and drainage easements shown on the plat give the city the right but not the obligation to maintain and construct drainage facilities if, in the city's sole opinion, the maintenance entity is not properly maintaining the stream or drainage way. 16, Private improvements shall not encroach into existing public or private easements. 17. COD STANDARD DRAINAGE COMMENT/STATEMENT: RIGHTS OF CITY. The City, including its agent and employees, have the right of immediate access to the Common Areas at all times, if necessary, for the welfare or protection of the public, to enforce City ordinances, or to improve the appearance of or to preserve public property, public easements, or public rights of way. If the Association fails to maintain the Common Areas to a standard acceptable to the City, the City may give the Association a written demand for maintenance. If the Association fails or refuses to perform the maintenance within a reasonable period of time after receiving the City's written demand (at least 90 days), the City may maintain the Common Areas at the expense of the Association after giving written notice of its intent to do so to the Association. The City may give its notices and demands to any officer, director, or agent of the Association, or alternatively, to each owner of a Lot as shown on the County's tax rolls. To fund the City's cost of maintaining the Common Areas, the City may levy assessments against the lots and owners in the same manner as if the Association levied a special assessment. The rights of the City under this Section are in addition to other rights and remedies provided by law. 18. A Tree Survey and Preservation Plan will be required to proceed with Building Permits on the subject site. Minimum Tree Preservation requirements of the Denton Development Code Section 7.7.4. must be met prior to the release of any permits. 19. Lot owners must be notified by the selling agent/developer that trees receiving preservation credit exist on their lot. 20. Private improvements cannot encroach onto existing public or private easements. 21. Lot 26X, Block C, is identified for a future expansion of the Pecan Creek Regional Trail. The City of Denton will collaborate with the Property Owner to determine the alignment and specifications for the trail through a separate instrument. AREA TABLE - BLOCK A LOT SO. FT. ACRES 1 9,255 0.2125 2 6,083 0.1396 3 6,244 0.1433 4 6,210 0.1426 5 10,174 0.2336 6 26,849 0.6164 7 11,647 0.2674 8 6,618 0.1519 9 6,423 0.1475 10 6,223 0.1429 11 6,208 0.1425 12 6,208 0.1425 13 6,208 0.1425 14 6,208 0.1425 15 6,208 0.1425 16 6,208 0.1425 17 8,998 0,2066 AREA TABLE - BLOCK B LOT SQ. FT. ACRES 1 8,998 0.2066 2 6,087 0.1397 3 6,087 0.1397 4 6,087 0.1397 5 6,087 0.1397 6 6,087 0.1397 7 6,087 0.1397 8 6,087 0.1397 9 10,028 0.2302 AREA TABLE - BLOCK C LOT SQ. FT. ACRES 1 8,410 0.1931 2 6,754 0.1551 3 7,078 0.1625 4 7,595 0.1744 5 7,818 0.1795 6 7,225 0.1659 7 6,801 0.1561 8 6,566 0.1507 9 6,221 0.1428 10 6,108 0.1402 11 6,108 0.1402 12 6,108 0.1402 13 6,108 0.1402 14 6,108 0.1402 15 6,108 0.1402 16 6,108 0.1402 17 6,108 0.1402 18 8,930 0.2050 19X 96,032 2.2046 20 7,168 0.1646 21 15,407 0.3537 22 13,664 0.3137 23 21,192 0.4865 23X 2558 0.0587 24 12,335 0.2832 25 9,777 0.2245 26X 179,946 4.1310 27 8,925 0.2049 28 6,000 0.1377 29 6,000 0.1377 30 6,000 0.1377 31 6,000 0.1377 32 6,000 0.1377 33 6,000 0.1377 34 6,000 0.1377 35 11,644 0.2673 36 14,585 0.3348 37 12,992 0.2983 38 12,199 0.2801 39 6,290 0.1444 39X 10,752 0.2468 40 8,288 0.1903 41 7,385 0.1695 42 6,118 0.1405 43X 134,862 3.0960 AREA TABLE - BLOCK D LOT SQ. FT. ACRES 1 7,881 0.1809 2 6,234 0.1431 3 6,335 0.1454 4 6,335 0.1454 5 6,335 0.1454 6 6,335 0.1454 7 6,335 0.1454 8 6,335 0.1454 9 9,977 0.2290 10 9,173 0.2106 11 6,260 0.1437 12 6,260 0.1437 13 6,260 0.1437 14 6,260 0.1437 15 6,260 0.1437 16 6,260 0.1437 17 11,541 0.2649 AREA TABLE - BLOCK E LOT SQ. FT. ACRES 1 9,092 0.2087 2 6,162 0.1415 3 6,162 0.1415 4 6,162 0.1415 5 6,162 0.1415 6 6,162 0.1415 7 6,162 0.1415 8 6,162 0.1415 9 9,154 0.2101 10 8,867 0.2036 11 6,012 0.1380 12 6,012 0.1380 13 6,012 0.1380 14 6,012 0.1380 15 6,012 0.1380 16 6,012 0.1380 17 6,012 0.1380 18 8,835 0.2028 AREA TABLE - BLOCK F LOT SQ. FT. ACRES 1 9,196 0.2111 2 6,440 0.1479 3 6,423 0.1474 4 6,401 0.1469 5 6,381 0.1465 6 6,364 0.1461 7 6,342 0.1456 8 6,037 0.1386 9 6,000 0.1377 10 6,000 0.1377 11 6,000 0.1377 12 6,000 0.1377 13 6,000 0.1377 14 6,000 0.1377 15 6,000 0.1377 16 6,000 0.1377 17 6,000 0.1377 18 6,000 0.1377 19 6,000 0.1377 20 8,416 0.1932 21 7,938 0.1822 22 6,941 0.1593 23 6,000 0.1377 24 6,000 0.1377 25 6,000 0.1377 26 6,000 0.1377 27 6,000 0.1377 28 6,000 0.1377 29 6,000 0.1377 30 6,000 0.1377 31 6,000 0.1377 32 6,000 0.1377 33 6,210 0.1426 34 6,533 0.1500 35 6,551 0.1504 36 6,551 0.1504 37 6,551 0.1504 38 6,555 0.1505 39 9,089 0.2087 AREA TABLE - BLOCK G LOT SQ. FT. ACRES 1 7,831 0.1798 2 6,496 0.1491 AREA TABLE - BLOCK H LOT SQ. FT. ACRES 1 8,409 0.1930 2 6,375 0.1463 3 6,375 0.1463 4 6,375 0.1463 5 6,375 0.1463 6 6,375 0.1463 7 6,375 0.1463 8 9,284 0.2131 AREA TABLE - BLOCK J LOT SO. FT. ACRES 38 8,210 0.1885 39 6,019 0.1382 40 6,639 0.1524 41 6,757 0.1551 42 6,860 0.1575 43 6,755 0.1551 44 6,274 0.1440 45 6,147 0.1411 46 6,147 0.1411 47 6,147 0.1411 48 6,148 0.1411 49 6,148 0.1411 50 6,148 0.1411 51 6,148 0.1411 52 6,148 0.1411 0.1412 E536,149 54 9,214 0.2115 AREA TABLE - BLOCK M LOT SQ. FT. ACRES 1 7,449 0.1710 2 6,108 0.1402 3 6,416 0.1473 4 6,416 0.1473 5 6,416 0.1473 6 6,416 0.1473 7 6,696 0.1537 8 7,648 0.1756 9 7,617 0,1749 10 9,157 0.2102 LINE TABLE LINE BEARING DISTANCE Ll S62.13'30"E 137.55' L2 567°26'15"E 128.27' L3 S70°01'55"E 232,42' L4 S70°06'50"E 83.66' LS S70°54'41"E 100.95' L6 519.21'40"W 135.04' L7 S70°38'20"E 21.17' L8 519.21'40"W 55.00, L9 536°33'48"W 87.45' L10 S53.26'12"E 11.30' L11 S36°33'48"W 65.00' L12 S08°3917"E 121.27' L13 S17°56'30"E 86.08' L14 S19°29'42"E 57.24' L15 S09°05'52"E 99.25' L16 S00°26'07"W 44,24' L17 SO4°49'54"W 56.83' L18 S11°44'31"W 55.00' L19 S17°33'27"E 113.33' L20 S86°19'36"E 47.46' L21 503°40'24"W 31.56' L22 S86°19'36"E 78.50' L23 S55°06'57"E 57.08' L24 S64°44'03"W 21.25' L25 S19°50'33"W 104.66' L26 525°23'54"E 14.08' L27 S70°38'20"E 102.19' L28 N70°38'20"W 119.04' L29 S59°37'18"W 12.92' L30 S36'23'04"E 23.62' L31 S54°51'55"W 17.97' L32 S23°35'50"E 113.29' L33 S68°35'50"E 14.14' L34 N66°24'10"E 110,00' L35 S66°24'10"W 110.00' L36 521°24'10"W 14.14' L37 S03°40'24"W 50.14' L38 S41.19'36"E 14.14' SD5440A G013 S059 C05 LINE TABLE LINE BEARING DISTANCE L39 S86°19'36"E 69.90' L40 N86°19'55"W 144.34' L41 S66°24'10"W 21.67' L42 S21.24'10"W 14.14' L43 S23°35'50"E 171.76' L44 N68.35'50"W 14.14' L45 S66.24'10"W 198.76' L46 N66°24'10"E 198.76' L47 N21°24'10"E 14.14' L48 NO1°40'13"E 28.21' L49 N43°39'45"W 14,14' L50 N88°19'43"W 6.55' L51 S64°07'55"W 28.68' L52 S88°19'43"E 6.55' L53 N46°40'15"E 14.14' L54 N43°19'47"W 21.21' L55 N88°19'46"W 106.60' L56 S88°19'46"E 106.74' L57 N46°40'13"E 21.21' L58 N10°22'46"E 73.54' L59 N64°05'50"E 14.32' L60 N19°50'33"E 90.64' L61 N25.05'43"W 21.24' L62 N70°01'59"W 127.07' L63 N64°34'56"W 93.39' L64 N64°34'56"W 108.28' L65 N67°26'15"W 36.82' L66 N62°13'30"W 135.33' L67 S30°18'03"E 15.01, L68 S48°55'34"W 20.36' L69 N43°19'47"W 21.21' L70 N10°22'46"E 92.93' L71 N59°21'57"E 13.12' L72 S40°40'09"E 22.17' L73 S46°40'15"W 21.21' L74 N43°49'57"W 14.27' L75 N46°40'13"E 21.21' L76 S43°19'45"E 21.21' 38459 - A1330A G WALKER, TR 28, 48.6193AC/PART OWNER/DEVELOPER: ENGINEER MERITAGE HOMES FORESITE GROUP 8840 CYPRESS WATERS BLVD, SUITE 100 4925 GREENVILLE AVE, SUITE 480 DALLAS, TEXAS 75019-4615 DALLAS, TX 75206 PH: 8S5-588-6374 (214) 939-7123 ATTN: FRANK SU ATTN: SEA,N FAULKNER, P.E. SURVEYOR: CC SP-00 00 N GR 309 BYERS STREET, SURE 100, EULESS, TEXAS 76M (817)W58448 WWW.SPOONERSURVEYORS.COM TBPLS FIRM NO.10054900 S&A 22073 ERIC S. SPOONER, R.P.L.S. LINE TABLE LINE I BEARING DISTANCE L77 501°40'13"W 30.68' L78 S03°40'24"W 50.14' L79 S48°40'24"W 14.14' LBO 566°24'10"W 21.67' L81 N68°35'50"W 14.14' L82 N01°40'13"E 28.21' L83 N47°10'27"E 14.27' L84 510°22'46"W 134.55' L85 N30°38'03"W 22.86' L86 N66°24'08"E 33.50' L87 S03°40'56"W 119.99' L88 N86°39'35"W 50.98' L89 S85'10'09"W 43.68' L90 S66°24'10"W 57.79' L91 N66°24'10"E 140.02' L92 S24°23'11"E 50.00, L93 S03°39'17"E 162.65' L94 S52°50'21"W 158.90' L95 N43°20'47"W 46.76' L96 S41.19'36"E 30.91' L97 S48°40'24"W 53.00' L98 N41°19'36"W 83.90' L99 N66°24'10"E 27.40' L100 S23°35'50"E 33.00' L101 S66°24'10"W 35.99' L102 S14°23'27"W 78.35' L103 N75°3V33"W 25.00' L104 N14.23'27"E 72.70' L105 S14'23'27"W 20.50' L106 N88.19'46"W 135.63' L107 S01°40'13"W 72.47' L108 S03°20'28"E 66.43' L109 S07°45'23"E 59.55, L110 S12°19'19"E 59.55, 1.111 S16°53'14"E 59.55' L112 S21°26'45"E 59.26' L113 N26°49'26"W 36.11' L114 N39°45'01"W 23.54' L115 N33.08'04"W 106.44' L116 N21.38'20"W 42.58' L117EN32 '31"W 34.42' L118'14"W 40.57' L119'46"W 30.62' L120'17"W 49.90' L121'47"W 36.84' CURVE TABLE CURVE # RADIUS I LENGTH CH BEARING CH LENGTH Ci 432.50' 84.33' S59°01'20"E 84.19' C2 222.50' 53.55' S71°21'46"E 53.42' C3 277.50' 7.66' S65°15'32"E 7.66' C4 372.50' 48.38' S05°23'26"W 48.34' CS 432.50' 66.73' S69°01'40"E 66.66' C6 367.50' 111.14' N62°06'03"W 110.72' C7 572.50' 252.47' 510°57'48"E 250.43' C8 277.50' 132.08' S09°57'43"E 130.84' C9 277.50' 39.08' S82°17'32"E 39.05' C10 222.50' 31.33' N82°17'32"W 31.31' CSl 272.50' 127.DO' S79.45'17"W 125.86' C12 55.00' 62.41' S56°06'13"E 59.11' C13 61.00' 260.85' S33°53'47"W 102.89' C14 55.00' 42.88' S44°04'10"W 41.80' cis 61.00' 286.75' N23°35'50"W 86.77' Cl6 55.00' 42.88' N88°44'11"E 41.80' C17 927.50' 409.03' N10°57'48"W 405.72' C18 172.50' 82.91' S77°54'06"W 82.12' C19 227.50' 109.35' N77°54'06"E 108.30' C20 277.50' 42.18' N06°01'29"E 42.14' C21 61.00' 201.90' N59°21'57"E 121.57' C22 427.50' 64.97' S06.01'26"W 64.90' C23 432.50' 26.58' N86°34'08"W 26.58' C24 222.50' 33.82' N06°01'30"E 33.79' C25 367.50' 1 26.60' S86°15'20"E 26.60' C26 627.50' 276.73' S10°57'48"E 274,49' C27 222,50' 105.90' S09.57'43"E 104.90' C28 327.15' 152.62' S79°45'11"W 151.24' C29 872.50' 384.77' N30°57'48"W 381.66' C30 250.00' 38.00' S06°01'29"W 37.96' C31 400.00' 126.87' S10.45'23"W 126.33' C32 400.00' 243.60' N70°52'59"W 239.85' C33 200.00' 96.13' S77°54'06"W 95.21' C34 600.D0' 264.60' S10°57'48"E 262.46' C35 900.00' 396.90' S10°57'48"E 393.69' C36 250.00' 118.99' S09°57'43"E 117.87' C37 250.00' 1 35,21' 1 N82°17'32"W 35.18' C38 303.98' 1 132.52' 1 S78°58'54"W 131.47' * CERTIFICATE OF APPROVAL Approved this the �� day of Jun G 2024 by the Planning and Zoning Commission of the City of Denton, Texas. . a F D I i f .��1 .• ,..... Chairperson ' L o City Secretary �O� t CITY OF DENTON PROJECT NO. FP24-0011 FINAL. PLAT STELLA HILLS PHASE 1 BEING A FINAL PLAT OF A 48.6193 ACRE TRACT OF LAND LOCATED IN THE GIDEON WALKER SURVEY, ABSTRACT NO. 1330, CITY OF DENTON, DENTON COUNTY, TEXAS, SAID 48.6193 ACRE TRACT OF LAND BEING A PORTION OF A CALLED 81.5532 ACRE TRACT OF LAND CONVEYED TO MERITAGE HOMES OF TEXAS, LLC, BY DEED THEREOF FILED FOR RECORD IN DENTON COUNTY CLERK'S INSTRUMENT NO. (D.C.C.I. NO.) 2024-30473, OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS (O.P.R.D.C.T.) 177 SINGLE FAMILY LOTS 4 OPEN SPACE LOTS 48.6193 ACRES ZONED R6 JUNE - 2024 SHEET 2 OF 2 Filed for Record in the Official Records Of: Denton County On: 6/28/2024 10:23:17 AM In the PLAT Records STELLA HILLS Doc Number: 2024-226 Number of Pages: 2 Amount: 100.00 Order#:20240628000176 By: JS