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SD5395A
1 37 1 ' I J --�_ _ y - I 1 I I 1.- I �-1 - -I -I ARROW BROOKE, PHASE 6 W 10' X 10' SIDEWALK ESMT. _ DOC. NO. 2021-428 _ ARROW BROOKE, r S X 25' SIGHT ESMT. I I38IIS88°26'10"E 5' 25'X25'SIGHTESMT. ._ �.j_P.R.D.C.T. Q-� O PHASE 4A /� L1 MILL PLACE `' 2 1 -� � DOC. N0. 2018-510 / x L2 _ _ vMe coo' 4 BLOCK P.R.D.C.T. / 5 39 I I c N88°26'10"W 123.04' - - �\��` �RpG 6 AJ _- N1°35'27"E o 1 m o 8 7 L9 L10 I I o L$ 39.53'a- gtAIN�°EBR%EMENT 104.71: 3 1O N8&°26'10"W `� '� 9 O m xa.t No. a.'"160.188 i 40 I IN ^o-. 123.0T I 50' RO " 19 18 17 16 11 10 " 09 8•15 9.19' J � I EASEMENT co - O F COSERV ELECTRIC / 4 W ;L4L v> b � 15 14 13 12 E 332• p I � / V Q t` °08'22 53.8 ' 15.06' a 1 \ _ - I t 2" IRF M 2 0 25 25' Pl%9 55.00 BLOCK 26.36' o Z �, - ml� ') 36 Q INST. N0.2020-155533 = C7 N8123 0 ' L7 60.p0' 60 p0 55 00 2 > ^' 0 34 Ni v N ( S1 °10'37"W UTILITY EASEMENT BY H 141 I 1n" IRF Y 123.oe' ui S88°26'10"E 314.94' L4 L5 L6 \ SEPARATE INSTRUMENT o U m $ 0 62.00' 54.00' 54.00' 4B.39' 42.20' ? > N w o 33 m ` 'D ZI 5' U.E. I 115.73' \ Y N U Y o p Q 3 N o i„ v 54.00' 54.00' 36.94' 41.20' 21.93' ? o p , 0 32 0° Z Z j 6.7r 20' B.L. 2a B.L. L20 O J m o cno 30 cno 31 0 58. \ OZ� I U I to �' m N88°26'10"W N I BLOCK 23.08' 21.50' 7.18' > � N > c w Q L. 20• B.L. L19 O m w AJ s.8a' > c o Bs. O 42 W 4 123.03' b W W W W ? N cn 29 o m 25 49--50.58' I I b o b o m �z 52 L11 / DO J ui o� o b ob o W � v. o> c,+o . m I o N88-26-10"W 49.12' - I rIo 122.97' b o ^20 0 21 0 22 0 23 q o roi a ry 27 �� 28 o m 2gel 206. 00, 42. IT U 0- v) N ^h n, M N m N 24 m N 25 tOth') N 26 N N ao 6.65 �L 258 _55.00 C12 C1 ..� / W -_ - ( I z Z z z V ! Z2 L.-60.00' �SU.E. L12 //^\\ \\\�/ O Q I 143 1 I C 5 - - N 25' B.L. 25�B.LZ ^ Z ^ 5.95, Z 20' B. 5, V _ - L c STREET 0 0 20' B.L. 20.8.L. ' B. zo B.L_ e.�. 41.67 �00� 08'2YE 278.34' E. 52 65' 13 �'�+S 0 �7 1 % / \ M 0 5,DD J �I �, 52.00' 54.00' N�*� TREET 54.85'- 54 B5' - N REE7 \ 2, Q co ZcV o m p _5a.olr 54.00' S4A0'. _60.00' 67.32'. -�4 U9'- N ,01r S 31.32E - o B.L.W BLocK I _ARROW BROOKE, PHASE 5 5' a E. \ \ O N8122.92' N o S 5' U.E_ O N nn _ 60 p0'� 2a e.l• AI DO -31 O - COSERV ELECTRIC f- _� S88°26'10"E 368.95' C11 -_ p N 1�15 �60.� 'L co ao Q \ Q U Io 6 o o - -�.--= n 00 L. 20.49' ` io m 49 N O 12 �'. NO 2019 m 290.00' 25 X25' V.E. 78.95' 65. 25' B. N > W o am 48 n ' _ ° „ Q c b o 0 U) N 25'X25' V.E. 62.OZ 25' B.L. N o o to 47 UP.R.D.C.T.N23 16 22 W 10' C CS -1 W N Z p tO !' 68' B.L. > 0 46 o m O ` J ' X 11 EASEMENT \ i/2 IRFC O m N88°26'10"IN i - 110,00' - - `9 -53. 25' m o N > - rsr rn 10 N m c� 10121.24 \ Cs Q J N p 1 - w 110.00' --56.18' "25'gL > > 0 45 N 9 INST. NO. 2020.155526 "ARTHUR SURVEYING CO" Z = (i Q n b 122.87' ( b 1 .. 0 5' U.E. W i(43-95' 66.13' 20• B.L. 2.91' p > 0 44 w $ $ N t 7 \ V- m Z i2"IRF U 0 7 °° o 0 1 � o m o O I 39 m m 25' B.L. w o 0 43 m m L46 L47 , L14 $ 6 5 1 \ ui o m 24 o b 4 v y 4 3 2 \ I W V' S88-26-10"E z on I BLOCK At m 42 o m 53' L45 C22 n S88°26'10"E v m o� o; 49. 63, U, U I 0 W N88°26'10"4V rn I - - S88°26'10"E r° n o 41 w cn m 00� 44. 5' U.E. 0. 93 50,00 50.00, S83°54' E 1$ w t2o.00' b 120.00' I 40 to N m �, so. 09 ,2 8 00 , 503. 1 Q O 0_ 122.81' b b J b 120.00' 60. �a5. 23.24' 1' S5. 55.00' 45 L17 Q (¢ o m c p ,� o m c co 25.49' w 60.00' O o g I a N to n 2 23 m 0 s.7s' s5.� N m �` w s0.00' L15 L16 o I I o o �► 65.00' w- r` u� N N voi p 38 0 �60. N79°08'22" m N 50 m'' m g w PRLu TRAOT OF 1rz°IRF Z o (M 1.49' 59. 00' E � a 51 N v. c U W c N 112 u o N o N W 65.00' N N88°26'10"W S88°26'10"E S88°26'10"E 50' ROW °� > N a I ^j cv N W 44.52' El Z q w� - I - S88°26'10"E , ° 6 60.E m > o, Q I 120.00' N > N v 52 °i m 25'X25' W U) o 0 111 u> N$ N b W = 122.76' J o b b 120.00' 25' 25' 25' > > o o> p o 110 G N N 20.67' b J , N 67 N > r• 10 V) .• [O m N c o o W 27.18' rn� (DISTURBED) S m O � O O m O � O J 12D.OD' 45"E N > � N 0� 53 p fJ N V.E.1O9 N C 1O6 i0 O .N $ N 0 W N , I BLOOMFIELD HOMES L.P. ' I I o M m in N 3 b op o m 0°42 > o > o .00 m 1 Z 25' B.L. z �c N o o N N to N O I'n O in I 22 N NO O .O 2a B.L. z m ^ O N 0 1os v, b N INST. NO. 2018-69915 X o c °� S88°26'10"E ui W 55 54 w 2 0�8 �?0' B.L. 4 36 z 107 v N o 0 105 ° W I m I 0 -- �' o 37 0 o> wo_ L. N S88°26'10"E o o, L s 20'B.L 20'B.L z 2 m 0 104 0 54 i I I Nab°26'10"W i z o 57 o m 25 8. 60.81'' 103 N N N R.P.R.D.C.T. o 'o w 56 '+' 63.4T g ! 40.39' -�: 2s B. N BLOCK At �N>° 1/2"IRFC 120.00' I > S88°26'10"E " o o m B�, g 20' v 0' vi J 120.00' 0. w- o; 3 2 50.00'. B.. L. Z m 122.71' b b 9�' s N 50.00' 3, 7 z o 4 o { /� b 3 C16 - 257C25'5.00' 20' B.L. B.L. 25' 2p•46,Z ry7l �t0 "ARTHUR SURVEYING CO" b 120.00' m U.E. 24.57' - 55.00'. 0 o b 24.9 B.L. 65.0� - 5' V.E.Vi!Ie I o 10 o I W o N 21 c p m b �?g, 20' B.L. y1.93= -- E- 60.00' B.L. 53 1 ci N88°26'10"W N 36 oI d S� F d 60. 189.59' 7.61' 50.0 3°�,,31-60.00'_ 34 0 rn m u1 W I S88°26'10"E N o ? 8+ ey. OT • i 3 5' U.E. SS 51. SB, pTo N `rw ti 70 OW - - S88°26'10"E O� E b _ b 37.04' 27B.34' o ! 5� ��-- 8"E 384.13' 4 C ��`/,b w c 1 �- O 120.00' o S88°26'10"E 0' E S f� _ CLEAR FO --�-0 3.4 4 1zo.00' I p e ;n os'22" N s 30' 40 122.65' Z b vi 4 g°y N 9' p F R _ / 48.35, R '"'� 1� . I b m b o ° o J b m 120.00 0 N� 0 ,45.51' --_ RK SZ' E- 4.,� \ W N I N p I� 5 N o �Ia ai b 0/ ^, (-` E „• a 60,00' ETA S. C` C BLOCK At "ARTHUR SURVEYING CO \ Q 52 11 u LLI o oI 20 `° oI n 58 y C15 v A E, 25'X25'V.E.4 65.00' N 3 \\\\ O I S88°26'10°E14 w o b o b o o �159.39 5 U // 2se.l. tag 65.00 -. U.E. 2 y W 1 N88°26'10"W _ S88°26'10"E o v; N 35 ro^ n y rn L 20'B.L 65.00' _ ?55,V a g a �� = M I 122so' b J tzo.o°' i- m 15 S.S.E. v, H zs'ei - '�10j f, 102 S1°oo'23"W 93X-HOA 0 LO Y Q 120.00'* 5 62'� io 0 2' v 94.72' CV I LLI - - - - - vD. N N 3 2s B.L. 2a 6.1. 5.64' 3 co � h ; Q I 51 b J o m b ;� S88°28'10"E S88°26'10'E L. v W O 1 o U- m b 4 I i- l S89°Ot'49"E = I I I- o .-I o .., 6 - 4 m 20' B / N o I cV V N N �� Y a 1 1 0$ O Q 12 N o 0 0 19 Z 120.00' 720.54' �v / ° N 24 n 23 R 22 m 3 s� `� 120.36' 1/2" IRFC V Q N Q �T-- i ri m v LLI S88°26'10"E - - S88°26'10"E o ao 6.76' W ro 1 �I pI oI' �' 21 N o 20 cv o I 18 y v? ° Y tP) N88°26'10"VV i I' 34 U m N N o N o ^' "ARTHUR SURVEYING CO" .- �/ b 42.83' m m io iv O ('N I I o LL ,20.00' o$ p io .., rn o b U U m "� o in v, J "° v)_ O 0' Xt. 50 I Q 122.55, o b m o Y 120.00' m Q o 59 c o N oo 0) m � °oo ^ 19 iv o poi 50' RO 101 13.66' OPEN SPACE AND Z LL LLJ b J o U b O S88'26'10"E 1OI iZ S88°26'10"E / m' BLOCK AS - Q BLOCK AS N d H = b> 0 13 a oI I� N 7 o p Q 18 b oo m 16.00' N n ^ h m o DRAINAGE U Z Y o W c bl o Q n I 120.00' N 119.94' BLOCK AQ ml M S89°01'49"E 127.95' N S88°26'10"E m V / c N o CO b J 113.33� 60.24' 65.26' 65.26' S89°01'49'E 25' 25' EASEMENT O ...I 188°26'10"E _ S88°26'10"E o m b 0 - Q 49 co -J N88°26'10"W b o mJ cn S89°01'49"E 158.16' 31,55 65.00• O° S10°28'OTW O J Q N U o 1 I o 33 p 120.00' I ry 2 0 114.38' S 5438" Ss 120- I 20' D.E. Q I (0 i 120.00' --I 120.00' 1 u N rn vi 1X-HOA N_ N J 47.17' 60.63' Q ° 122.49' J b m J d b M o 83° E Sg, b b LLI Z Ci I b b o $ m b I S88°2610E b BLOCK At b 50' RO ° g6 Os" o o I I 8 0 o S88°26'10"E in o n s s F v Q i (m I w O (0 14 2 q vo o I 17 b c ( I � 60 m v h- 1 �! a 72S S � 17 � m> 0 0. n ,� N O h N J 120.0°' {o 48 r CO m Dj S88°26'10"E - - S88°26'10"E m o m O 25' 25' 120.00' ui o h (� (^ 0 100 I © ( I I p N88°26'10"W a. 32 o S88°26'10'E �Ib � I N n v' 2g S89°01'49"E 31.69• m W 122.44' J b 120.00' 120.00' J ul N 0 0o m 3 0 50' RO S89°01'49"E 8 m N �O' w I B89-01-49"E Li ° b rq p m b b 7 BI S88°26'10"E 120.00' m N o 0 9 0 0 112" IRFC W 47 0 15 I N c n o J y W 25' 25' b b $ "� 0 120.00' ARTHUR SURVEYING CO" m 1 I I. o m o 0 0 9 16 h 'e ra J b I I I S88°26'10'E m) I 120200' eP'�'h5 oIo 16in (%� a b 120.14' �� I Z Q o _ S88°26'10'E g -1 120.00' I o 'i Z v o J 2 uilr� 74 ? �.• ? 9 c�i '� 99 (- S88°26'10"E 0 61 m o in o ui ad ^ ^ v o N N88°26'10"W - 31 b v 1 120.00' vi 7 u n Ss 2 g. ?p. N Z N b o I J I 122.38' o f 120.00' 120.00' Ivor 00 o O °' b ro W O n 09�<• �p6 Im S89°01'49"E S89°01'49"E W b 50' ROW m b a S88°26'10"E ui q o b of I S89°O,'49"E / 00' 4S I� I S89°01'49"E 67.20' 1 J b o p m b S88-26-10"E I J o b 4 p v I p 6• 00, Q b rn 60.00' O I � 16 ao 0 o b 10 oI 15 oI m I c Z 120.00, 10 120.00' 120.11' N64°12'11"E r-112"IRFC Ip o 25 25' o I 120.00' 120.UU' I o 5' U.E. m b b h b J Z W n S88°26'10"E _ SSS°26'10"E 50' ROW o m b m e Gf m N Q o m o b G`l, `P.a B °o o J o d y o N88°28'10"W i I o 30 00 0 62 4 ~ S88°26'10"E S89°01'49"E 256.66' I ( _J h 3 c. 7 o m o o N 15 co �) $ 98 N S88°5937"E CBG" O A A,122,33' J b J 120.00' - I 120.00' I 25 25' n o �+ = r. 120.00' 81.66' 60.00, 55.00, 60.00, ( S89°O1'49"E con a �O 3 ~ a 6.47' O m Sag°01'49"E N I I- j I S89°O1'49"E b b ss.s3' HUTTON S13°03'17"E 0 0 '0 0 o ai 11 p m o I S88°26'1 WE "' S88°26'10"E `n N m N o cNI 'n ! t F F �� ( 0 17 o N o W N c t4 b o b 120.00' v I n 5 v o BLOCKAQ I Bo J t2o.00' ' O p BLOCK a N o- J 120.00' h &o c b \ 6 S89°01'49"E 120.00' 120.00' Q b 120.07' 76.73' `o '" S88°26'10"E 'c' W o "- m `� co `n N W J o m N89°01'49'VJ o -' O AI W. 1 N88°26'10W v+ - - rn 29 $ vi b '� IZ II S88°26'10"E I� w o to 4 L� v W J $ W I W W BRANCH I w t m U S88°26'10"E o m w o b _ _ 1 m b i M O G O O 0 0 m O O" 63 N m b N m 11 0 o n 97 w O J 120.00' W 120.00' m m h N N n i _ 120.00' 7 co O o Sag°01'49"E voi 131.15' u�F m b o 0 14 N UI' COURT W z 70 OW 122.43' -! iv o I I o $ O ( o I I� N O m r^ o b o `' S88°26'10"E 'c'I o. o en 8 4° 0 9 ao 4 ! �_ N cn 0 94 93 b w O o O 40' m N N N 13 rn o S88°26'10"E 120.00' C a Iv. a v� v N 10 BLOCK AS 8• p S89°01'49"E S89°01'49"E I 'n1 S89°01'49'E o b U z ro I O 4 18 r ,n ' 12 M y N 12.38' 120.62' G m M Z Z o I o m 120.00' b 120.00' 120.00' V 120.04' N 95 ,n r I'°° �; o Q N 26.04' U L�_-_� 5' U.E U v. 6 ;' Z o 0 15' B- - 15' B.L. cn J. _ L 20-_B.L. 25' B.L. c b o •' U1 0 0 o ro o 50 RO 4 ai o I - Z d . 10 6 J F �I� O J O O J I' N O 0 Z- 32.16' z m 28 J 20'S.L. Q- IN 5 'n m �*. o 0 96 b z 'L - S89°30'41"E U N } o ( I ( lc,� 43.01' 59.02'. 56.48' 47.93' L� N85°00'34"E �� co oN 64 ai oo °p 50.81 °b ( n S79° an d N o !� - 55.00'_ 50.00' 5' U_-E. 20' B.L. N v cO O 12 o c 13 N m o ti �S 'n - .82.91'. - 60.00'- W i ' B.L m m 5' U.E 25' 25 -� -m 25' B.L. 25' B.L. S�, Or, W v-110.01'.- w S ¢ o I 120.12 N o E GEMIRE LANE ry 30'ss"E rn S - �5h in !2� --110.00' - --1so.00� - - a U! - 110.00' - - 110-00 - i 'Qq A�\ > N I- N u o U o 11 25'X25' V.E. 5' U.E. `O �5 ay - ao !p. --110.00'- - 70.OP.00'3.29' L53 o p m p I I A 20 CB S89°01'24"E 115.51' C9 ��• v, 8.24' 1517"Vd v - 428.16_� N 25'X25' V.E, 25'X25' V.E. 340.00' 25'x25' V.E. 25'x25' V.E. - v�� l I _ 290.00' 25X25' Y.E. O N 5' U.E. `c� 'h BLOCK AI 3° y 25'X25' V.E. 362.00' J ^ L52 , z z z 5' U.E. a 57 5' U.E. S89°01'49"E 1420.18' b I w a = 79 ` vo ba ti` 119p1' ���t, N _ 5'�.E. _ HUTTON BRANCH TRAIL 5'�.E. „ N W ai ai I O ( I00 34.71 36.59' 50.00'- 36.,1' 3B' 27 A - - I O I 52.55' 65.00' - - 65.00' - 60.00' - 60.00' - 55.00' - 55.00' - 50.00' - 50.00' S0.00' - 50.00' - 55.00' - 55.00' - 60.00' - 60.00' - 50.00' 50.00' S0.00' - 50.00' - 60.00' - - 0.00' - 60.00' - 55.00' - 55.00' - ley /v ,w z Z J �9�� @� ' B.L. 20' B.L.2 25' B.L. 20' B.L. 26 g� Nlcoo l 51.91 20 .. 20' B.L. m i ,cno �/ BLOCK 14. 7' 28.92' 11.30' W �O'° 20' B.L, 13.98' 25' B.L. 20' ��- 20' B.L. 5 B.L. 25' B.B.L. 25' B.L. 20' B.L. 20' B.L. 2a B.L. 1 `I' , Z N W- D m N o0 21.10' p. N 7\ T(g, 65 ^ 3 25' B.L. 25' B.L. 25' B.L. 20' B.L. 20' B.L. 20' B.L. 20' B.l. 28.85' y W 1 ae/ AI ° m o 22 to 6 23 o s� v I ^�' b N M 3 zo B.L. zo e.l zo' B.L. ^ in in in b 2 25'B.L. 25'B.L.B.L 2 B.L. ! N Z I ( ( 20 ^d 21 ,o 6 c 24 bo 25 e m 26 ,S\� ,ryo�yco umi 67 N ,uaoi 68 N um 69 o n 70 0 <0 72 o ro 73 n uni u1 v{ n vn n o r b 29.19 92 , 1 y Zp PA mC) O cm M co N o o Su 71 t? o n vn n' v� to N v o Z N N v. o m 74 0 00 75 d ao 76 0 77 0 00 78 o ao 79 o eo 80 o b 81 o m 82 o iio 83 o w 84 d 85 o m 86 o m 87 o eo o ao 89 o Z. 90 o eo 91 on I , , F'gT N N N I- N M BLOCK yM/^ 66 N "] N O N N N to r°pn "� O `- p N N N v1 U I I m' $ CO N '� AI u) coil m '- N '- o o 88 N O N b N N N of N N N O N N v1 lO ^ w N LLJ c `V �, m m U °con �Cn �� �( o 6 '6 -fon oo 0.` ,o omm �Z 9) �9) �� �0 O O ` K 1 1 157.06' 64.29' 50.00' 50.00'� 50.00'u) 66.46' 144.24' 75.85' 116.66' 14.57' y >, , - _ BLOCK At 2es6' _ c~i) m OVOD IRFC - - - - 65.00' 65.00' 65.00' 60.00' 60.00' S5.00' 40.43' 50.00' S0.00' 50.00' 50.00' 55.00' 55.00� 60.00' 80.00' 50.00' 50.00' 50.00� 50.00" 60.00' 60.00' 31.44' 55.00' 55.00' 65.00' 65.00' Z m BEARS 30.00' M N89°Ot'24"W 1159.13' O _ S 89°00' E 0.4' M BLOCK AI N89°01'49"W 818.99' t 157.97' 112"IRFC U 92X-HOA M 30' UPPER TRINITY RURAL WATER DISTRICT EASEMENT S88°54'22^E 42s.41' - _ "BRITAIN CRAWFORD" 318"IRF N89°01'24"W 1199,41' BY SEPARATE INSTRUMENT CO LLL - (DISTURBED) 01- N U/ BEARSS ( 1 BLOCKA UNION PARK PHASE 3A-2 N89°01'49'W 818. 37 O W O 17'OS' W 2.5' I I LL, ( I P"O"B\ DOC. NO.2018468 ~ cW1) a / P.R.D.C.T. 17 18 36/ zIr I 48 49 50 51 I 16 29 30 31 32 I 33 / 44 35 / / I - - / c / 34 I LOT TABLE LOT NO. ACRES SQ. FT. BLOCK At LOT 1 0.141 6,163 BLOCK At LOT 1X-HOA 0.027 1,160 BLOCK At LOT 2 0.141 6,154 BLOCK AILOT 3 0.141 6,153 BLOCK At LOT 4 0.141 6,150 BLOCK AI LOT 5 0.141 6,147 BLOCK At LOT 6 0.141 6,145 BLOCK AILOT 7 0.141 6,142 BLOCK At LOT 8 0.141 6,139 BLOCK At LOT 0.141 6,137 BLOCK At LOT 10 0.141 6,134 BLOCK At LOT 11 0.141 6,131 BLOCK At LOT 12 0.141 6,129 BLOCK At LOT 13 0.141 6,126 BLOCK At LOT 14 0.141 6,123 BLOCK At LOT 15 0.141 6,121 BLOCK At LOT 16 0.140 6,118 BLOCK At LOT 17 0.140 6,116 BLOCK At LOT 18 0.179 7,796 BLOCK At LOT 19 0.294 12,819 BLOCK At LOT 20 0.289 12,574 BLOCK At LOT 21 0.153 6,656 BLOCK At LOT 22 0.138 6,001 BLOCK At LOT 23 0.138 6,000 BLOCK At LOT 24 0.138 6,005 BLOCK At LOT 25 0.153 6,671 BLOCK At LOT 26 0.266 11,599 BLOCK At LOT 27 0.271 11,787 BLOCK At LOT 28 0.152 6,614 BLOCK At LOT 29 0.138 6,004 LOT TABLE LOT NO. ACRES SQ. FT. BLOCK At LOT 30 0.138 6,000 BLOCK At LOT 31 0.138 6,000 BLOCK At LOT 32 0.138 6,000 BLOCK At LOT 33 0.138 6,000 BLOCK At LOT 34 0.138 6,000 BLOCK At LOT 35 0.179 7,800 BLOCK At LOT 36 0.138 6,000 BLOCK At LOT 37 0.138 6,000 BLOCK At LOT 38 0.138 6,000 BLOCK At LOT 39 0.179 7,808 BLOCK At LOT 40 0.219 9,529 BLOCK AI LOT 41 0.158 6,897 BLOCK At LOT 42 0.179 7,816 BLOCK At LOT 43 0.179 7,800 BLOCK At LOT 44 0.165 7,200 BLOCK At LOT 45 0.165 7,200 BLOCK At LOT46 0.140 6,079 BLOCK At LOT 47 0.143 6,217 BLOCK At LOT 48 0.143 6,219 BLOCK At LOT 49 0.175 7,617 BLOCK At LOT 50 0.204 8,883 BLOCK AI LOT 51 0.187 8,157 BLOCK At LOT 52 0.184 8,023 BLOCK At LOT 53 0.179 7,800 BLOCK At LOT 54 0.179 7,796 BLOCK At LOT 55 0.165 7,204 BLOCK At LOT 56 0.160 6,956 BLOCK At LOT 57 0.226 9,827 BLOCK AI LOT 58 0.290 12,648 BLOCK At LOT59 0.180 7,858 LOT TABLE LOT NO. ACRES SQ. FT. BLOCK At LOT 60 0.179 7,800 BLOCK At LOT 61 0.179 7,800 BLOCK At LOT 62 0.152 6,600 BLOCK At LOT 63 0.153 6,676 BLOCK At LOT 64 0.185 8,042 BLOCK At LOT 65 0.344 14,978 BLOCK At LOT 66 0.220 9,571 BLOCK At LOT 67 0.179 7,790 BLOCK At LOT 68 0.180 7,834 BLOCK At LOT 69 0.180 7,834 BLOCK At LOT 70 0.166 7,232 BLOCK At LOT 71 0.166 7,232 BLOCK At LOT 72 0.152 6,630 BLOCK At LOT 73 0.152 6,630 BLOCK At LOT 74 0.138 6,028 BLOCK At LOT 75 0.138 6,028 BLOCK At LOT 76 0.138 6,028 BLOCK At LOT 77 0.138 6,028 BLOCK At LOT 78 0.152 6,630 BLOCK At LOT 79 0.152 6,630 BLOCK At LOT 80 0.166 7,233 BLOCK At LOT 81 0.166 7,233 BLOCK At LOT 82 0.138 6,028 BLOCK At LOT 83 0.138 6,028 BLOCK At LOT 84 0.138 6,028 BLOCK At LOT 85 0.138 6,028 BLOCK At LOT 86 0.166 7,233 BLOCK At LOT 87 0.166 7,233 BLOCK At LOT 88 0.166 7,234 BLOCK At LOT 89 0.152 6,637 LOT TABLE LOT NO. ACRES SO. FT. BLOCK At LOT 90 0.153 6,644 BLOCK At LOT 91 0.181 7,903 BLOCK At LOT 92 0.250 10,889 BLOCK At LOT 92X-HOA 1.664 72,470 BLOCK At LOT 93 0.200 8,705 BLOCK At LOT93X-HOA 6.065 264,170 BLOCK At LOT94 0.196 8,528 BLOCK At LOT 95 0.204 8,888 BLOCK At LOT 96 0.178 7,751 BLOCK AI LOT 97 0.138 6,003 BLOCK At LOT 98 0.152 6,605 BLOCK At LOT 99 0,152 6,607 BLOCK At LOT 100 0.220 9,580 BLOCK At LOT 101 0.175 7,612 BLOCK At LOT 102 0.267 11,622 BLOCK At LOT 103 0.316 13,755 BLOCK AI LOT 104 0.188 8,168 BLOCK At LOT 105 0.180 7,843 BLOCK At LOT 106 0.165 7,200 BLOCK At LOT 107 0.165 7,200 BLOCK At LOT 108 0.152 6,600 BLOCK At LOT 109 0.152 6,600 BLOCK At LOT 110 0.138 6,000 BLOCK At LOT 111 0.138 6,000 BLOCK At LOT 112 0.195 8,474 BLOCK AJ LOT 20 0.170 7,390 BLOCK AJ LOT 21 0.149 6,480 BLOCK AJ LOT 22 0.149 6,480 BLOCK AJ LOT 23 0.149 6,480 BLOCK AJ LOT 24 0.149 6,480 LOT TABLE LOT NO. ACRES SQ. FT. BLOCK AJ LOT 25 0.166 7,209 BLOCK AJ LOT 26 0.190 8,274 BLOCK AJ LOT 27 0.191 8,327 BLOCK AJ LOT 28 0.183 7,978 BLOCK AJ LOT 29 0.165 7,200 BLOCK AJ LOT 30 0.165 7,200 BLOCK AJ LOT 31 0.152 6,600 BLOCK AJ LOT 32 0.152 6,600 BLOCK AJ LOT 33 0.142 6,195 BLOCK AJ LOT 34 0.145 6,325 BLOCK AJ LOT 35 0.148 6,450 BLOCK AJ LOT 36 0.193 8,422 BLOCK AQ LOT 1 0.193 8,397 BLOCK AQ LOT IX-HOA 1.771 77,162 BLOCK AQ LOT 2 0.152 6,600 BLOCK AQ LOT 3 0.165 7,200 BLOCK AQ LOT 4 0.165 7,200 BLOCK AQ LOT 5 0.152 6,632 BLOCK AQ LOT 6 0.179 7,796 BLOCK AQ LOT 7 0.227 9,874 BLOCK AQ LOT 8 0.165 7,200 BLOCK AQ LOT 9 0.152 6,600 BLOCK AQ LOT 10 0.164 7,150 BLOCK AR LOT 1 0.164 7,150 BLOCK AR LOT 2 0.138 6,000 BLOCK AR LOT 3 0.138 6,000 BLOCK AR LOT 4 0.138 6,000 BLOCK AR LOT 5 0.138 6,000 BLOCK AR LOT 6 0.138 6,000 BLOCK AR LOT 7 0.138 6,000 LOT TABLE LOT NO. ACRES SQ. FT. BLOCK AR LOT 8 0.138 6,000 BLOCK AR LOT 9 0.138 6,000 BLOCK AR LOT 10 0.138 6,000 BLOCK AR LOT 11 0.138 6,000 BLOCK AR LOT 12 0.173 7,521 BLOCK AR LOT 13 0.169 7,381 BLOCK AR LOT 14 0.138 6,000 BLOCK AR LOT 15 0.138 6,000 BLOCK AR LOT 16 0.138 6,000 BLOCK AR LOT 17 0.138 6,000 BLOCK AR LOT 18 0.138 6,000 BLOCK AR LOT 19 0.138 6,000 BLOCK AR LOT 20 0.138 6,000 BLOCK AR LOT 21 0.138 6,000 BLOCK AR LOT 22 0.138 6,000 BLOCK AR LOT 23 0.138 6,000 BLOCK AR LOT 24 0.164 7,150 BLOCK AS LOT 1 0.192 8,356 BLOCK AS LOT 2 0.152 6,600 BLOCK AS LOT 3 0.138 6,000 BLOCK AS LOT 0.138 6,000 BLOCK AS LOT 5 0.164 7,150 BLOCK AS LOT 6 0.318 13,851 BLOCK AS LOT 7 0.299 13,040 BLOCK ASLOT 8 0.383 16,690 BLOCK AS LOT 9 0,304 13,242 BLOCK AS LOT 10 0.289 12,568 BLOCK AS LOT 11 0.138 6,000 BLOCK AS LOT 12 0.164 7,150 BLOCK AS LOT 13 0.164 7,150 LOT TABLE LOT NO. ACRES SQ. FT. BLOCK AS LOT 14 0.138 6,000 BLOCK AS LOT 15 0.171 7,440 BLOCK AS LOT 16 0.171 7,440 BLOCK AS LOT 17 0.171 7,440 BLOCK AS LOT 18 0.237 10,333 BLOCK AS 'LOT 19 0.259 11,285 BLOCK AS LOT 20 0,179 7,800 BLOCK AS LOT 21 0.183 7,989 BLOCK AS LOT 22 0.192 8,368 BLOCK AS LOT 23 0.185 8,060 BLOCK AS LOT 24 0.297 12,937 96' N88°50'40"W 436.64' BLOCK 59 60 61 62 63 31.85' BRS. 7.19E, 106.94' 15.3T 115'UTILITY EASEMENT INST. NO. 2006-120256 I CALLED 36.185 ACRES I UNION PARK PHASE 6A, LP INST. NO.2021-20232 L - R.P.R.D.C.T. - CURVE TABLE CURVE TABLE CURVE TABLE NO. DELTA RADIUS LENGTH CHORD BEARING CHORD NO. DELTA RADIUS LENGTH CHORD BEARING CHORD NO. DELTA RADIUS LENGTH CHORD BEARING CHORD C1 0°05'12" 1125.00' 1.70' S88°55'41'W 1.70' C10 15'04'44" 300.00' 78.95' N09'06'12"E 78.72' C19 22°39'07" 300.00' 118.60' NO3°49'12'W 117.83' C2 12'38'03" 525.00' 115.77' S08°09'11"E 115.53' C11 12°25'28" 800.00' 173,48' N85°21'06"E 173.14' C20 140°14'58" 60.00' 146.87' S44°24'17"E 112.85' C3 17°21'37" 425.00' 128.77' N58°02'49"E 128.28' C12 9°44'43" 1100.00' 187.10' S84°00'44'W 186.87' C21 139°00'44" 60.00' 145.57' N46°16'13"E 112.41' C4 6°27'20" 530.00' 59.71' S47°38'44"E 59.68' C13 16-11-52" 500.00' 141.35' N75°4842"W 140.88' C22 0°40'33" 525.00' 6.19' N14°48'29"W 6.19, C5 10°33'12" 300.00' 55.26' S56°09'00"E 55.18' •C14 16°55'32" 300.00' 88.62' S10°01'37'W 88.30' C23 139°47'40" 60.00' 146.39' N35°22'12'W 112.69' C6 4°5446" 845,00' 72.45' S63°52'59"E 72.43' C15 0-33-46" 1090.00' 10.71' N79°2515"E 10.71' C24 258°31'18" 50.00' 225.60' N38°17'27"W 77.43' C7 16°47'32" 300.00' 82.69' S06°19'55"E 82.43' C16 16'57'00" 810.00' 239.62' S87°36'52"W 238.75' C25 258°31'18" 50.00' 225.60' S51°42'32'W 77.43' C8 14°26'31" 300.00' 75.62' S81°48'08"E 75.42' C17 28°36'55" 250.00' 124,86' S15°16'39'W 123.56' C26 157°42'32" 1 60.00' 165.15' S43°43'59"E 117.74' C9 15°04'44" 300.00' 78.95' N83°26'15"E 78.72' C18 22°04'46" 250.00' 96.34' N18°32'44"E 95.74' C27 134°05'35" 60.00' 140.42' S45°39'01"W 110.50' LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE NO. BEARING LENGTH NO, BEARING LENGTH NO. BEARING LENGTH NO. BEARING LENGTH NO. BEARING LENGTH NO. BEARING LENGTH L1 S43°26'10"E 14.14' L10 N87'59'49"E 63.77' L19 N49°22'00"E 8.91' L28 N46°16'13"E 16.64' L37 S44°01'49"E 14.14' L46 N84'37'00"E 48.73' L2 S88°26'10"E 50.00, L11 S45°12'20'W 14.39' L20 S87°15'19"E 14.54' L29 S43°26'1WE 14,14' L38 S45°58'1VW 14.14' L47 N87'32'25"E 69.12' L3 S01°33'50"W 110.00' L12 S01°06'55"E 50.00' L21 S50°52'24"E 80,29' L30 S41°09'38"E 14.83' L39 S44°01'49"E 14.14' L48 S48°50'22,W 14.83' L4 N89°34-11 "E 44.58' L13 S46°04'02"E 14.20' L22 S00°58-11 "W 25.00' L31 N48°45'06"E 14.89' L40 N45°5811 "E 14.14' L49 S29°47'41 "E 20.00' L5 N87°09'28"E 48.39' L14 N88°47'15"E 72.23' L23 S89°01'49"E 25.00' L32 S39°30'20"E 13.96' L41 S44'01'49"E 14.14' L50 S11°23'48"E 210.25' L6 N84°46'52"E 48.39' L15 S86°13'30"E 47.83' L24 S07°30'21'W 32.18' L33 N53'1110411E 15.01, L42 S34'41'47"E 16.25' L51 S11°23'48"E 193.37' L7 N81°28'49"E 49.08' L16 N86°02'43"E 73.64' L25 S43'26'1WE 14.14' L34 S37°58'04"E 12.34' L43 S46°47'08'W 16,90' L52 N84°28'32"E 58.50' L8 N80°36'12"E 43.21' L17 N78°18'55"E 73.64' L26 N46°33'50"E 14.14' L35 N45°58'11"E 14.14' L44 N54°47'30"E 91.86' L53 I N84°28'32"E 66.57' L9 N84°18'01"E 48.71' L18 N70°35'08"E 73.57' L27 S47°16'20"E 17.79' L36 S45°13'36"E 13.72' L45 N81°45'18"E 48.73' 3D5395A G01 S051 W17 ?41470 - A0730A M LUMPKINS, TR 341 46.87 ?53752 - A0730A M LUMPKINS, TR 341 46.87 ACRES, (SEE 253752 FOR W17)/ALL ACRES, (W17(SEE 241470 FORS05)/Al Elm Ridge Water Control and Improvement District C/O Crawford & Jordan LLP 3100 McKinnon Street, Suite 1100 Dallas, Texas 75201 Phone:214-981-9090 Contact : Jonathan H. Finke 1" = 100' @ 24X36 -� Ni OLES -SITE 1 o LL FISHTRAP FIS_HTRAP FO I� STATE HWY 380 j VICINITY MAP N.T.S. LEGEND P.R.D.C.T. PLAT RECORDS DENTON COUNTY TEXAS R.P.R.D.C.T. REAL PROPERTY RECORDS DENTON COUNTY, TEXAS P.O.B. POINT OF BEGINNING R.O.W. RIGHT OF WAY IRFC CAPPED IRON ROD FOUND HOA HOMEOWNER'S ASSOCIATION B.L. BUILDING LINE U.E. UTILITY EASEMENT D.E. DRAINAGE EASEMENT V.E. VISIBILITY EASEMENT S.S.E. SANITARY SEWER EASEMENT S.W.E. SIDEWALK EASEMENT LINE TYPE LEGEND BOUNDARYLINE - -_ EASEMENT LINE PHASE LINE BUILDING LINE CLASSIFICATION NO. OF LOTS 50'LOTS 99 55' LOTS 27 60'LOTS 33 65'LOTS 28 TOTAL RESIDENTIAL j 187 HOA 1 4 Bearing system for this survey is based upon NAD 83-Texas North Central Zone, Horizontal Adjustment to NAD 83 (1993). To convert the Surface distances to Grid values, multiply the distances by a Combined Scale Factor of 0.999853696. FINAL PLAT ARROW BROOKE PHASE 7 50.632 ACRES BLOCK Al LOTS 1X-HOA, 1-92, 92X-HOA, 93, 93X-HOA, 94-112; BLOCK AJ LOTS 20-36; BLOCK AQ LOTS 1X-HOA, 1-10; BLOCK AR LOTS 1-24; BLOCK AS LOTS 1-24; 187 RESIDENTIAL LOTS 4 HOMEOWNER'S ASSOCIATION (HOA) LOTS WILLIAM LUMPKIN SURVEY, ABSTRACT NO. 730 CITY OF AUBREY ETJ DENTON COUNTY, TEXAS 31.85' BRS. 7.19E, 106.94' 15.3T 115'UTILITY EASEMENT INST. NO. 2006-120256 I CALLED 36.185 ACRES I UNION PARK PHASE 6A, LP INST. NO.2021-20232 L - R.P.R.D.C.T. - CURVE TABLE CURVE TABLE CURVE TABLE NO. DELTA RADIUS LENGTH CHORD BEARING CHORD NO. DELTA RADIUS LENGTH CHORD BEARING CHORD NO. DELTA RADIUS LENGTH CHORD BEARING CHORD C1 0°05'12" 1125.00' 1.70' S88°55'41'W 1.70' C10 15'04'44" 300.00' 78.95' N09'06'12"E 78.72' C19 22°39'07" 300.00' 118.60' NO3°49'12'W 117.83' C2 12'38'03" 525.00' 115.77' S08°09'11"E 115.53' C11 12°25'28" 800.00' 173,48' N85°21'06"E 173.14' C20 140°14'58" 60.00' 146.87' S44°24'17"E 112.85' C3 17°21'37" 425.00' 128.77' N58°02'49"E 128.28' C12 9°44'43" 1100.00' 187.10' S84°00'44'W 186.87' C21 139°00'44" 60.00' 145.57' N46°16'13"E 112.41' C4 6°27'20" 530.00' 59.71' S47°38'44"E 59.68' C13 16-11-52" 500.00' 141.35' N75°4842"W 140.88' C22 0°40'33" 525.00' 6.19' N14°48'29"W 6.19, C5 10°33'12" 300.00' 55.26' S56°09'00"E 55.18' •C14 16°55'32" 300.00' 88.62' S10°01'37'W 88.30' C23 139°47'40" 60.00' 146.39' N35°22'12'W 112.69' C6 4°5446" 845,00' 72.45' S63°52'59"E 72.43' C15 0-33-46" 1090.00' 10.71' N79°2515"E 10.71' C24 258°31'18" 50.00' 225.60' N38°17'27"W 77.43' C7 16°47'32" 300.00' 82.69' S06°19'55"E 82.43' C16 16'57'00" 810.00' 239.62' S87°36'52"W 238.75' C25 258°31'18" 50.00' 225.60' S51°42'32'W 77.43' C8 14°26'31" 300.00' 75.62' S81°48'08"E 75.42' C17 28°36'55" 250.00' 124,86' S15°16'39'W 123.56' C26 157°42'32" 1 60.00' 165.15' S43°43'59"E 117.74' C9 15°04'44" 300.00' 78.95' N83°26'15"E 78.72' C18 22°04'46" 250.00' 96.34' N18°32'44"E 95.74' C27 134°05'35" 60.00' 140.42' S45°39'01"W 110.50' LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE NO. BEARING LENGTH NO, BEARING LENGTH NO. BEARING LENGTH NO. BEARING LENGTH NO. BEARING LENGTH NO. BEARING LENGTH L1 S43°26'10"E 14.14' L10 N87'59'49"E 63.77' L19 N49°22'00"E 8.91' L28 N46°16'13"E 16.64' L37 S44°01'49"E 14.14' L46 N84'37'00"E 48.73' L2 S88°26'10"E 50.00, L11 S45°12'20'W 14.39' L20 S87°15'19"E 14.54' L29 S43°26'1WE 14,14' L38 S45°58'1VW 14.14' L47 N87'32'25"E 69.12' L3 S01°33'50"W 110.00' L12 S01°06'55"E 50.00' L21 S50°52'24"E 80,29' L30 S41°09'38"E 14.83' L39 S44°01'49"E 14.14' L48 S48°50'22,W 14.83' L4 N89°34-11 "E 44.58' L13 S46°04'02"E 14.20' L22 S00°58-11 "W 25.00' L31 N48°45'06"E 14.89' L40 N45°5811 "E 14.14' L49 S29°47'41 "E 20.00' L5 N87°09'28"E 48.39' L14 N88°47'15"E 72.23' L23 S89°01'49"E 25.00' L32 S39°30'20"E 13.96' L41 S44'01'49"E 14.14' L50 S11°23'48"E 210.25' L6 N84°46'52"E 48.39' L15 S86°13'30"E 47.83' L24 S07°30'21'W 32.18' L33 N53'1110411E 15.01, L42 S34'41'47"E 16.25' L51 S11°23'48"E 193.37' L7 N81°28'49"E 49.08' L16 N86°02'43"E 73.64' L25 S43'26'1WE 14.14' L34 S37°58'04"E 12.34' L43 S46°47'08'W 16,90' L52 N84°28'32"E 58.50' L8 N80°36'12"E 43.21' L17 N78°18'55"E 73.64' L26 N46°33'50"E 14.14' L35 N45°58'11"E 14.14' L44 N54°47'30"E 91.86' L53 I N84°28'32"E 66.57' L9 N84°18'01"E 48.71' L18 N70°35'08"E 73.57' L27 S47°16'20"E 17.79' L36 S45°13'36"E 13.72' L45 N81°45'18"E 48.73' 3D5395A G01 S051 W17 ?41470 - A0730A M LUMPKINS, TR 341 46.87 ?53752 - A0730A M LUMPKINS, TR 341 46.87 ACRES, (SEE 253752 FOR W17)/ALL ACRES, (W17(SEE 241470 FORS05)/Al Elm Ridge Water Control and Improvement District C/O Crawford & Jordan LLP 3100 McKinnon Street, Suite 1100 Dallas, Texas 75201 Phone:214-981-9090 Contact : Jonathan H. Finke 1" = 100' @ 24X36 -� Ni OLES -SITE 1 o LL FISHTRAP FIS_HTRAP FO I� STATE HWY 380 j VICINITY MAP N.T.S. LEGEND P.R.D.C.T. PLAT RECORDS DENTON COUNTY TEXAS R.P.R.D.C.T. REAL PROPERTY RECORDS DENTON COUNTY, TEXAS P.O.B. POINT OF BEGINNING R.O.W. RIGHT OF WAY IRFC CAPPED IRON ROD FOUND HOA HOMEOWNER'S ASSOCIATION B.L. BUILDING LINE U.E. UTILITY EASEMENT D.E. DRAINAGE EASEMENT V.E. VISIBILITY EASEMENT S.S.E. SANITARY SEWER EASEMENT S.W.E. SIDEWALK EASEMENT LINE TYPE LEGEND BOUNDARYLINE - -_ EASEMENT LINE PHASE LINE BUILDING LINE CLASSIFICATION NO. OF LOTS 50'LOTS 99 55' LOTS 27 60'LOTS 33 65'LOTS 28 TOTAL RESIDENTIAL j 187 HOA 1 4 Bearing system for this survey is based upon NAD 83-Texas North Central Zone, Horizontal Adjustment to NAD 83 (1993). To convert the Surface distances to Grid values, multiply the distances by a Combined Scale Factor of 0.999853696. FINAL PLAT ARROW BROOKE PHASE 7 50.632 ACRES BLOCK Al LOTS 1X-HOA, 1-92, 92X-HOA, 93, 93X-HOA, 94-112; BLOCK AJ LOTS 20-36; BLOCK AQ LOTS 1X-HOA, 1-10; BLOCK AR LOTS 1-24; BLOCK AS LOTS 1-24; 187 RESIDENTIAL LOTS 4 HOMEOWNER'S ASSOCIATION (HOA) LOTS WILLIAM LUMPKIN SURVEY, ABSTRACT NO. 730 CITY OF AUBREY ETJ DENTON COUNTY, TEXAS LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE NO. BEARING LENGTH NO, BEARING LENGTH NO. BEARING LENGTH NO. BEARING LENGTH NO. BEARING LENGTH NO. BEARING LENGTH L1 S43°26'10"E 14.14' L10 N87'59'49"E 63.77' L19 N49°22'00"E 8.91' L28 N46°16'13"E 16.64' L37 S44°01'49"E 14.14' L46 N84'37'00"E 48.73' L2 S88°26'10"E 50.00, L11 S45°12'20'W 14.39' L20 S87°15'19"E 14.54' L29 S43°26'1WE 14,14' L38 S45°58'1VW 14.14' L47 N87'32'25"E 69.12' L3 S01°33'50"W 110.00' L12 S01°06'55"E 50.00' L21 S50°52'24"E 80,29' L30 S41°09'38"E 14.83' L39 S44°01'49"E 14.14' L48 S48°50'22,W 14.83' L4 N89°34-11 "E 44.58' L13 S46°04'02"E 14.20' L22 S00°58-11 "W 25.00' L31 N48°45'06"E 14.89' L40 N45°5811 "E 14.14' L49 S29°47'41 "E 20.00' L5 N87°09'28"E 48.39' L14 N88°47'15"E 72.23' L23 S89°01'49"E 25.00' L32 S39°30'20"E 13.96' L41 S44'01'49"E 14.14' L50 S11°23'48"E 210.25' L6 N84°46'52"E 48.39' L15 S86°13'30"E 47.83' L24 S07°30'21'W 32.18' L33 N53'1110411E 15.01, L42 S34'41'47"E 16.25' L51 S11°23'48"E 193.37' L7 N81°28'49"E 49.08' L16 N86°02'43"E 73.64' L25 S43'26'1WE 14.14' L34 S37°58'04"E 12.34' L43 S46°47'08'W 16,90' L52 N84°28'32"E 58.50' L8 N80°36'12"E 43.21' L17 N78°18'55"E 73.64' L26 N46°33'50"E 14.14' L35 N45°58'11"E 14.14' L44 N54°47'30"E 91.86' L53 I N84°28'32"E 66.57' L9 N84°18'01"E 48.71' L18 N70°35'08"E 73.57' L27 S47°16'20"E 17.79' L36 S45°13'36"E 13.72' L45 N81°45'18"E 48.73' 3D5395A G01 S051 W17 ?41470 - A0730A M LUMPKINS, TR 341 46.87 ?53752 - A0730A M LUMPKINS, TR 341 46.87 ACRES, (SEE 253752 FOR W17)/ALL ACRES, (W17(SEE 241470 FORS05)/Al Elm Ridge Water Control and Improvement District C/O Crawford & Jordan LLP 3100 McKinnon Street, Suite 1100 Dallas, Texas 75201 Phone:214-981-9090 Contact : Jonathan H. Finke 1" = 100' @ 24X36 -� Ni OLES -SITE 1 o LL FISHTRAP FIS_HTRAP FO I� STATE HWY 380 j VICINITY MAP N.T.S. LEGEND P.R.D.C.T. PLAT RECORDS DENTON COUNTY TEXAS R.P.R.D.C.T. REAL PROPERTY RECORDS DENTON COUNTY, TEXAS P.O.B. POINT OF BEGINNING R.O.W. RIGHT OF WAY IRFC CAPPED IRON ROD FOUND HOA HOMEOWNER'S ASSOCIATION B.L. BUILDING LINE U.E. UTILITY EASEMENT D.E. DRAINAGE EASEMENT V.E. VISIBILITY EASEMENT S.S.E. SANITARY SEWER EASEMENT S.W.E. SIDEWALK EASEMENT LINE TYPE LEGEND BOUNDARYLINE - -_ EASEMENT LINE PHASE LINE BUILDING LINE CLASSIFICATION NO. OF LOTS 50'LOTS 99 55' LOTS 27 60'LOTS 33 65'LOTS 28 TOTAL RESIDENTIAL j 187 HOA 1 4 Bearing system for this survey is based upon NAD 83-Texas North Central Zone, Horizontal Adjustment to NAD 83 (1993). To convert the Surface distances to Grid values, multiply the distances by a Combined Scale Factor of 0.999853696. FINAL PLAT ARROW BROOKE PHASE 7 50.632 ACRES BLOCK Al LOTS 1X-HOA, 1-92, 92X-HOA, 93, 93X-HOA, 94-112; BLOCK AJ LOTS 20-36; BLOCK AQ LOTS 1X-HOA, 1-10; BLOCK AR LOTS 1-24; BLOCK AS LOTS 1-24; 187 RESIDENTIAL LOTS 4 HOMEOWNER'S ASSOCIATION (HOA) LOTS WILLIAM LUMPKIN SURVEY, ABSTRACT NO. 730 CITY OF AUBREY ETJ DENTON COUNTY, TEXAS 3D5395A G01 S051 W17 ?41470 - A0730A M LUMPKINS, TR 341 46.87 ?53752 - A0730A M LUMPKINS, TR 341 46.87 ACRES, (SEE 253752 FOR W17)/ALL ACRES, (W17(SEE 241470 FORS05)/Al Elm Ridge Water Control and Improvement District C/O Crawford & Jordan LLP 3100 McKinnon Street, Suite 1100 Dallas, Texas 75201 Phone:214-981-9090 Contact : Jonathan H. Finke 1" = 100' @ 24X36 -� Ni OLES -SITE 1 o LL FISHTRAP FIS_HTRAP FO I� STATE HWY 380 j VICINITY MAP N.T.S. LEGEND P.R.D.C.T. PLAT RECORDS DENTON COUNTY TEXAS R.P.R.D.C.T. REAL PROPERTY RECORDS DENTON COUNTY, TEXAS P.O.B. POINT OF BEGINNING R.O.W. RIGHT OF WAY IRFC CAPPED IRON ROD FOUND HOA HOMEOWNER'S ASSOCIATION B.L. BUILDING LINE U.E. UTILITY EASEMENT D.E. DRAINAGE EASEMENT V.E. VISIBILITY EASEMENT S.S.E. SANITARY SEWER EASEMENT S.W.E. SIDEWALK EASEMENT LINE TYPE LEGEND BOUNDARYLINE - -_ EASEMENT LINE PHASE LINE BUILDING LINE CLASSIFICATION NO. OF LOTS 50'LOTS 99 55' LOTS 27 60'LOTS 33 65'LOTS 28 TOTAL RESIDENTIAL j 187 HOA 1 4 Bearing system for this survey is based upon NAD 83-Texas North Central Zone, Horizontal Adjustment to NAD 83 (1993). To convert the Surface distances to Grid values, multiply the distances by a Combined Scale Factor of 0.999853696. FINAL PLAT ARROW BROOKE PHASE 7 50.632 ACRES BLOCK Al LOTS 1X-HOA, 1-92, 92X-HOA, 93, 93X-HOA, 94-112; BLOCK AJ LOTS 20-36; BLOCK AQ LOTS 1X-HOA, 1-10; BLOCK AR LOTS 1-24; BLOCK AS LOTS 1-24; 187 RESIDENTIAL LOTS 4 HOMEOWNER'S ASSOCIATION (HOA) LOTS WILLIAM LUMPKIN SURVEY, ABSTRACT NO. 730 CITY OF AUBREY ETJ DENTON COUNTY, TEXAS LINE TYPE LEGEND BOUNDARYLINE - -_ EASEMENT LINE PHASE LINE BUILDING LINE CLASSIFICATION NO. OF LOTS 50'LOTS 99 55' LOTS 27 60'LOTS 33 65'LOTS 28 TOTAL RESIDENTIAL j 187 HOA 1 4 Bearing system for this survey is based upon NAD 83-Texas North Central Zone, Horizontal Adjustment to NAD 83 (1993). To convert the Surface distances to Grid values, multiply the distances by a Combined Scale Factor of 0.999853696. FINAL PLAT ARROW BROOKE PHASE 7 50.632 ACRES BLOCK Al LOTS 1X-HOA, 1-92, 92X-HOA, 93, 93X-HOA, 94-112; BLOCK AJ LOTS 20-36; BLOCK AQ LOTS 1X-HOA, 1-10; BLOCK AR LOTS 1-24; BLOCK AS LOTS 1-24; 187 RESIDENTIAL LOTS 4 HOMEOWNER'S ASSOCIATION (HOA) LOTS WILLIAM LUMPKIN SURVEY, ABSTRACT NO. 730 CITY OF AUBREY ETJ DENTON COUNTY, TEXAS Bearing system for this survey is based upon NAD 83-Texas North Central Zone, Horizontal Adjustment to NAD 83 (1993). To convert the Surface distances to Grid values, multiply the distances by a Combined Scale Factor of 0.999853696. FINAL PLAT ARROW BROOKE PHASE 7 50.632 ACRES BLOCK Al LOTS 1X-HOA, 1-92, 92X-HOA, 93, 93X-HOA, 94-112; BLOCK AJ LOTS 20-36; BLOCK AQ LOTS 1X-HOA, 1-10; BLOCK AR LOTS 1-24; BLOCK AS LOTS 1-24; 187 RESIDENTIAL LOTS 4 HOMEOWNER'S ASSOCIATION (HOA) LOTS WILLIAM LUMPKIN SURVEY, ABSTRACT NO. 730 CITY OF AUBREY ETJ DENTON COUNTY, TEXAS OWNER'S CERTIFICATE STATE OF TEXAS § COUNTY OF DENTON § WHEREAS BLOOMFIELD HOMES, L.P., is the owner of a tract of land situated in the William Lumpkin Survey, Abstract No. 730, Denton County, Texas, and being a portion of a tract of land described as "Tract 1" in a deed to Bloomfield Homes, L.P., according to the document filed of record in Instrument No. 2018-69915 of the Real Property Records of Denton County, Texas, and being more particularly described as follows: BEGINNING at a point for the southwest corner of said Tract 1, common to an ell corner on the easterly right of way line Winn Ridge Boulevard, a variable width right of way, according to the Final Plat of Winn Ridge Boulevard, according to the document filed of record in Document No. 2020-136 of the Plat Records of Denton County, Texas, from which a 1/2 inch iron rod found with cap bears South 89°00' East, 0.4 feet and a 3/8 inch iron rod found bears South 17°06' West, 2.5 feet; THENCE North 01 °32'01" East, along the westerly line of said Tract 1 and the easterly right of way line of said Winn Ridge Boulevard, a distance of 803.80 feet to a 112 inch iron rod found for corner; THENCE North 01 "23'00" East, continuing along the westerly line of said Tract 1 and the easterly right of way line of said Winn Ridge Boulevard, a distance of 209.66 feet to a 1/2 inch iron rod found for corner; THENCE North 01°35'27" East, continuing along the westerly line of said Tract 1 and the easterly right of way line of said Winn Ridge Boulevard, a distance of 104.71 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for corner; THENCE departing the easterly right of way line of said Winn Ridge Boulevard, and along the southerly line of Arrow Brooke Phase 6, according to the Final Plat thereof recorded in Document No. 2021-428 of the Plat Records of Denton County, Texas and the southerly line of Arrow Brooke Phase 5, according to the Final Plat thereof recorded in Volume Document No. 2019-310 of the Plat Records of Denton County, Texas South 88*26'10" East, a distance of 153.04 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for corner; South 43°26'10" East, a distance of 14.14 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for corner; South 88*26'10" East, a distance of 50.00 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for corner; South 01 "33'50" West, a distance of 110.00 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for corner; South 88*26'10" East, a distance of 314.94 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for corner; North 89*3411" East, a distance of 44.58 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for corner; North 87"09'28" East, a distance of 48.39 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for corner; North 84°46'52" East, a distance of 48.39 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for corner; North 81 °28'49" East, a distance of 49.08 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for corner; North 79"08'22" East, a distance of 332.09 feet to a 518 inch iron rod with plastic cap stamped "KHA" set for corner; North 80*36'12" East, a distance of 43.21 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for corner; North 84'18'01" East, a distance of 48.71 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for corner; North 87"59'49" East, a distance of 63.77 feet to a 518 inch iron rod with plastic cap stamped "KHA" set for corner; South 01 "10'37" West, a distance of 115.73 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for corner; South 45"1220" West, a distance of 14.39 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set at the beginning of a non -tangent curve to the left having a central angle of 00"05'12", a radius of 1125.00 feet, a chord bearing and distance of South 88°55'41" West, 1.70 feet; In a southwesterly direction, with said curve to the left, an arc distance of 1.70 feet a 5/8 inch iron rod with plastic cap stamped "KHA" set for corner; South 01 "06'55" East, a distance of 50.00 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for corner; South 46°04'02" East, a distance of 14.20 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set at the beginning of a non -tangent curve to the left having a central angle of 12"38'03", a radius of 525.00 feet, a chord bearing and distance of South 08*09'11" East, 115.53 feet; In a southeasterly direction, with said curve to the left, an arc distance of 115.77 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for corner; North 88*47'15" East, a distance of 72.23 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for corner; South 83"54'38" East, a distance of 503.45 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for corner; South 86'13'30" East, a distance of 47.83 feet to a 518 inch iron rod with plastic cap stamped "KHA" set for corner; North 86"02'43" East, a distance of 73.64 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for corner; North 78*18'55" East, a distance of 73.64 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for corner; North 70°35'08" East, a distance of 73.57 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for corner; North 23'16'22" West, a distance of 121.24 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set on the southerly right of Mission Street, a 50 foot wide right of way, according to said Phase 5 Final Plat, same being at the beginning of a non -tangent curve to the left having a central angle of 17'21'37", a radius of 425.00 feet, a chord bearing and distance of North 58°02'49" East, 128.28 feet; THENCE along the southerly right of way line of said Mission Street and in a northeasterly direction, with said curve to the left, an arc distance of 128.77 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for south end of the easterly terminus of said Mission Street with the westerly right of way line of Arrow Brooke Avenue, a variable width right of way; THENCE North 49°22'00" East, along the westerly right of way line of said Arrow Brooke Avenue, a distance of 8.91 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for the north end of a corner clip; THENCE South 87°15'19" East, along said corner clip, a distance of 14.54 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for the south end of said corner clip and at the beginning of a non -tangent curve to the left having a central angle of 06"27'20", a radius of 530.00 feet, a chord bearing and distance of South 47°38'44" East, 59.68 feet; THENCE along the westerly right of way line of said Arrow Brooke Avenue, the following: In a southeasterly direction, with said curve to the left, an arc distance of 59.71 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for corner; South 50"52'24" East, a distance of 80.29 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set at the beginning of a tangent curve to the left having a central angle of 10'33'12", a radius of 300.00 feet, a chord bearing and distance of South 56°09'00" East, 55.18 feet; In a southeasterly direction, with said curve to the left, an arc distance of 55.26 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set at the beginning of a compound curve to the left having a central angle of 04°54'46", a radius of 845.00 feet, a chord bearing and distance of South 63"52'59" East, 72.43 feet; In a southeasterly direction, with said curve to the left, an arc distance of 72.45 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set on the easterly line of said Tract 1, same being an ell corner on the westerly line of Arrow Brooke Phase 1 B, according to the Final Plat thereof recorded in Volume Document No. 2015.376 of the Plat Records of Denton County, Texas; THENCE South 01 °42'27" West, along the easterly line of said Tract 1 and the westerly line of said Phase 1 B, a distance of 478.37 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for corner; THENCE South 13°03'17" East, continuing along the easterly line of said Tract 1 and the westerly line of said Phase 1 B, a distance of 76.73 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for corner; THENCE South 15"48'21" East, continuing along the easterly line of said Tract 1 and the westerly line of said Phase 1 B, a distance of 296.18 feet to a point for the southeast corner of said Tract 1, common to a northerly comer of a called 36.185 acre tract of land described in a Deed to Union Park Phase 6A, LP, as recorded in Instrument No. 2021-20232 of the Real Property Records of Denton County, Texas, from which a 1/2 inch iron rod with plastic cap stamped "Britain Crawford", bears South 27*19' East, 0.61 feet; THENCE North 88°50'40" West, along the southerly line of said Tract 1, the northerly line of said 36.185 acre tract, and the northerly line of Union Park Phase 3A-2, according to the Final Plat thereof recorded in Volume Document No. 2018-468 of the Plat Records of Denton County, Texas, a distance of 438.64 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for comer, THENCE North 89"01'49" West, continuing along the southerly line of said Tract land the northerly line of said Union Park Phase 3A-2, a distance of 818.96 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for comer; THENCE North 89"01'24" West, continuing along the southerly line of said Tract land the northerly line of said Union Park Phase 3A-2, a distance of 1199.41 feet to the POINT OF BEGINNING and containing 50.632 acres (2,205,549 square feet) of land, more or less. OWNER'S DEDICATION STATEMENT STATE OF TEXAS § COUNTY OF DENTON § NOW, THEREFORE KNOW ALL MEN BY THESE PRESENTS: THAT BLOOMFIELD HOMES, L.P., acting herein by and through its duly authorized officers, does hereby adopt this plat designating the hereinabove described property as ARROW BROOKE PHASE 7, an addition to Elm Ridge Water Control and Improvement District, and does hereby dedicate, in fee simple, to the public use forever, the streets and alleys shown thereon. The streets and alleys are dedicated for street purposes. The easements and public use areas, as shown, are dedicated for the public use forever, for the purposes indicated on this plat. In addition, utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the same unless the easement limits the use to particular utilities, said use by public utilities being subordinate to the public's and Elm Ridge Water Control and Improvement District's use thereof. Elm Ridge Water Control and Improvement District and public utility entities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs, or other improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of their respective systems in said easements. Elm Ridge Water Control and Improvement District and public utility entities shall at all times have the full right of ingress and egress to or from their respective easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts of their respective systems without the necessity at any time of procuring permission from anyone. Witness, my hand this the 1_12." day of -5 4kp f "&A�. 2023. BLOOMFIELD HOMES, L.P., A TEXAS LIMITED PARTNERSHIP BY: BLOOMFIELD PROPERTIES, PAC., A TEXAS CORPORATION, ITS GENERAL PARTNER BY: Donald J. STATE OF TEXAS § COUNTY OF § Before me, the undersigned authority, a notary public in an for the State of Texas, on this day personally appeared Donald J. Dykstra, known to me to be the person whose name is subscribed for the purpose and consideration therein expressed. Given under my hand and seal this v" day of 2023. LISA CRAVEN 4P0.Y P`B NOTARY BLIC IN AND FOR THE STATE OF TEXAS __°; Notary Public, state of Texas �i/�\*\�///�' Comm. Expires 02-17-2027 Notary ID 134208301 MY COMMISSION EXPIRES: SURVEYOR'S CERTIFICATION KNOW ALL MEN BY THESE PRESENTS: That I, Michael B. Marx, do hereby certify that I prepared this plat and the field notes made a part thereof from an actual and accurate survey of the land and that the corner monuments shown thereon were properly placed under my personal supervision, in accordance with the Development Agreement and Denton County Fresh Water Supply District No. 10. �.i ,i Z //,7 A P E OF r Michael B. Marx Registered Professional Land Surveyor No. 5181 sl•:' Kimley-Horn and Associates, Inc. ... :...... """""•""•''"' 6160 Warren Pkwy., Suite 210 MICHAEL B. MARX Frisco, Texas 75034 ': 0 5181 Phone 972-335-3580 N� SUR��A STATE OF, TEXAS § COUNTY) OF COLLIN § BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared Michael B. Marx, known to me to be the person and officer whose name is subscribed to the foregoing' instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the ZI day of S�-e�,ber 2023. ELIZABETH M. HOLLIS (�/ c Notary Public, State of Texas t �.�t ® Comm. F�cpires 11-10-2025 Notary Public, State of Texas .,,E 15 Notary ID 133441587 Notes 1. All corners are 5/8" iron rods set with a plastic cap stamped "KHA" unless otherwise noted. 2. 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. 3. All surface drainage easements shall be kept clear of fences, buildings, foundations, plantings and other obstructions to the operation and maintenance of the drainage facility. 4. Blocking the flow of water or constructing improvements in surface drainage easements, and filling or obstructing the floodway is prohibited. 5. The (City of Aubrey, Texas, will not be responsible for any damage, personal injury or loss of life or property occasioned by flooding conditions. 6. The existing creeks or drainage channels traversing along or across the addition will remain as open channels and will be maintained by the individual property owners of the lot or lots that are traversed by or adjacent to the drainage courses along or across the lots. 7. Con l truction not completed within two years of approval subject to current City of Aubrey Subdivision Rules and Regulations. 8. No Construction, without written approval from the City of Aubrey, Texas, and Elm Ridge Water Control and Improvement District, 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 base 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. 9. The City of Aubrey, Texas, and Elm Ridge Water Control and Improvement District shall not be responsible for maintenance of private roads, 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 agree to indemnify and hold harmless the City of Aubrey and Elm Ridge Water Control and Improvement District, from all claims, damages and losses arising out of or resulting from performance of the obligations of said owner set for in this paragraph. 10. FLOOD STATEMENT: According to Community Panel No. 48121CO410G, dated April 18, 2011 of the National Flood Insurance Program Map, Flood Insurance Rate Map of Denton County, Texas, Federal Emergency Management Agency, Federal Insurance Administration, as revised by Letter of Map Revision Case No. 14-06-0032P, effective date August 25, 2014, this property is located within Non -shaded Zone X, defined as areas determined to be outside the 0.2% annual chance floodplain. If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. 11. Sanitary Sewer to be provided by Mustang Special Utility District through facilities approved by the Texas Commission on Environmental Quality. 12. The maintenance of paving, grading and drainage improvements and/or easements shown on this plat are the responsibility of Elm Ridge Water Control and Improvement District and approval of this plat does not constitute acceptance of same for maintenance purposes by the City of Aubrey, Texas. 13. All utilities and drainage structures are located in the right-of-way except as shown. 14. Mustang Special Utility District shall have the right to access all rights -of -way, utility easements, and sanitary sewer easements for maintenance on their facilities. 15. Block Al, Lots 1X, 92X, & 93X and Block AQ , Lot 1X shall be dedicated to the Homeowners' Association. 16. te Homeowners' Association shall be responsible for the maintenance of landscaping in HOA lots. 17. Utility Providers: Electric & Gas Service: CoSery 7701 S. Stemmons Fwy. Corinth, TX 75065 Phone:1-800-274-4014i Telephone Service: Suddenlink Communications 26772 US Hwy 380, Suite E Aubrey, TX 76227 Phone: (888)-592-3861 UTILITY COMPANY APPROVAL ELECTRIC COMPANY: i`r�a,GX "� • 01 -ats-013 CoSery Date GAS COMPANY: CoSery Uate CITY OF AUBREY, DENTON COUNTY, TEXAS Final Plat reviewed and approved by the City of Aubrey Texas on this day Sf�, 20 23 Chris Rich pFrAUr//QQ��j�,r Mayor�- City of Aubrey, Texas. �:OFFICIAL 's 3 n SEAL C. .p cy MUSTANG SPECIAL UTILITY DISTRICT f11t•� The subject property, as shown on this plat, has existing (water and/or sewer] facilities that meet Mustang Special Utility District standards, and which are in compliance with the Texas Water Code Section 16.343, as amended. C" 1 _Ass.sk"y Geno'k, J cIp,(4 I)-Wa3 Whomever has the authority to sign, Title Date FINAL PLAT ARROW BROOKE PHASE 7 50.632 ACRES BLOCK Al LOTS 1X-HOA, 1-92, 92X-HOA, 93, 93X-HOA, 94-112; BLOCKAJ LOTS 20-36; BLOCKAQ LOTS 1X-HOA, 1-10; BLOCK AR LOTS 1-24; BLOCK AS LOTS 1-24; 187 RESIDENTIAL LOTS 4 HOMEOWNER'S ASSOCIATION (HOA) LOTS WILLIAM LUMPKIN SURVEY, ABSTRACT NO. 730 CITY OF AUBREY ETJ DENTON COUNTY, TEXAS 11ro rum Horl 1 6160 Warren Parkway, Suite 210 Tel. No. (972) 335-3580 Frisco, Texas 75034 FIRM # 10193822 Scale Drawn by I Checked by Date I Proiect No. Sheet No. NIA CDS KHA I AUG. 1 2 OF 2 OWNER: Bloomfield Homes, L.P. 1050 E. Highway 114, Suite 210 Southlake, Texas 76092 Phone: 817-416-1572 SURVEYOR: Kimley-Hom and Associates, Inc. 6160 Warren Pkwy., Suite 210 Frisco, Texas 75034 Phone: 972-335-3580 Contact: Michael B. Marx, R.P.L.S. APPLICANT: Kimley-Horn and Associates, Inc. 400 N. Oklahoma Dr., Suite 105 Celina, Texas 75009 Phone: 469-501-2200 Contact: Lori Lusk, P.E. Filed for Record in the Official Records Of: Denton County On: 9/29/2023 10:06:30 AM In the PLAT Records ARROW BROOKE PHASE 7 Doc Number: 2023-352 Number of Pages: 2 Amount: 100.00 Order#: By: FZ 37 L-1 ARROW BROOKE, PHASE 6 is x io sIDEWALK ESNT. _ _� _I DOC, NO. 2021-428 W _ ` ARROW BROOKE _ \ A RO , 2S X 2V SIGHT ESRIIT. - - Z t` / 38 I 1 ¢ VU.E J�(, P.R.D.C.T. O S88°26'10"E 28' x 26' SIGHT ESM. J� 2 1 �� PHASE 4A x 153.04' L1 MILL PLACE ���' 1 4 3 .9 DOG. N0.2018-510 � 39 i a � - - - ,_ �Q t,Q' s BLOCK �. P.R.D.C.T. $ NB8°26'1o"IN 123.oa' �`��s 6 AJ I I \ \� •°. m IT N1°35'27"E N 1 i b LS L9 L10 b o 9 8 O V�I /- \\ w•xnaas e-r 104.71 �i �.�,1� °+ �; 10 A 39.53 I Cif I I v O \ 5' COSERV ELECTRIC � W "° "°;••' 140 I I b 123.oT 1 50' RO J 12 11 "d$'�"E 332.098p 15.0E 9.19' m = - - \ EASEMENT cam[ mr ,/2" IRF n n _ 2 25' 25' N179 .� FNS.' z 01 �'K 26.3E P '+I I Q I I INST. N0.2020155¢33 i I N N88.2610°W 60.E $ AJ � -Z N 1$ 35 14 36 I UTILITY EASEMENT BY d H L7 otY z P o 34 °o P v 3 S1 1037"W 1 LLl C w '� N N P P SEPARATE 141 I 123.os ui S88°26'10"E 314.94' L4 L52p > 8 m z s U.E. 115.73 tl2" IRF _ Y J L6 �' z o, > > 33 .. P P �,I , \ V' U _ 3 m $l $ a2.oa 54.00 54. S4. 5a.oa 38.94' 47:20 48.39' z o rn'ci 32 a z l L20 vJ O �[ O¢ R b 21.93' 2 �,� �0 31 °. 01 -� $ 8 I BLOCK 23.oe 21so' 7.1E > �, > . 8_ .T7 za 6 L 2a e.. L19 \ / ((� O Z 8.88' + > 26B.L. 49.12 50.58' �/ 0_ to m N88 26'10"W N o cn o 30 $ Bm 42 ui 4 123.03' WI I `oW W w N 29 '� $ t. 52' :49.12' L11 - I m 1 I N88°ZB 10"W 8 o m $ S a $ �' Ji b '{ ` 28 ga `9 id 25 g.L w B• � 42. - / \ � u' 1 bl$ 1229T i H2O z N 21 R 22 R N 23 ` N 24 25 z $ 26 ly 27 5 25'B-k- "�� �� UE55. U. CL12 MISS W I P P Z r Z P Z P Z P ,1 I 43 I 5 - - 13 26'B.L 2s B.L. B 5.95 20•B.L. 6�•• �.00 -60- 5 - L13 ION STREET 2a B.L B. 20' B•�,-,- "�- 41.6x r N79°Og' - '' 54.85'- 52.65' - / r U.E. \ \ -•-� 54.85' I " $ 5.oa I 52.00 sa.oa _sa.oD' 54.00' s4�oo'. 60.00' 67.32'• 7a.os'- �, N ... 31. _6 --"2V81- BI- I _ ARROW BROOKE, PHASE 5 (^ 1- 0 t0 Z N88°28'10'W 6" U.E. O c�v 0: io \1f �,�+��0 OU 80.Oa 2a B.L. W Al V012T[ 122,92' - _WSBB°26'10'E 368.95 C11 60. 2Q,49 ` DOC.`NO. 2019-310N23°76'22"W 1Q COSERVELECTRIC Li ' $ k, - 290.00' 25 A25' V.E 78.95' O65o 2S 6• ,p t 9 48 W48 N d p (� 6 0 N `' 257t25 KE. 62-02- 2 gL. c 47 V 10 P.R.D.C.T. 121.24' EASEMENT,n'IRFC1NZ -'$-' �g 53.88' L B Uf o° mw of P m 9 1 INST. NO. 2020-15652E .� ARTHUR SURVEYING CO" Q J N E' O N88 28'10°W , 11D:00 II - 110:00' - 43.95' 68.13" -56AV ""�B. v, 45 Z 0- H °r° 122.8T _j I 11 i^FC. -�? 5' U.E. ui r-- _ 2a •�N . 91' g > No 44 ' g N ` 7 6 5 2 tL 00 m $ 06 1 "e2 o ao b 1� 25 B.L W 1 �, ' , 43 $ ` i L47 1-14 4 3 m Z 1/2" IRF is .t 7 rn ui ,� H P ® 24 -. a ie+ 8 m 39 `�• 8o w �'0 42 5 $ m �` ❑ c4 °' ,� > 588°2610"E 2 SgB°26'10'E N 'R I BLOCK At m P $ c 41 al m 49.55 C22 63.83' S0.00 $ E 503. t,16 I (9CU I WO W N86'26'f0°VV rn I 1zo.OV - 120:oa I S88°26'10'E 40 $, g" �60• CO- ,(4.1z 23.24 5' U.E 81' "�.� 56.00' ° 45' 122.81 m g0.0a '(i.00 55.00 L17 Q p I 3 U $ b' $ $ J 120.aa 3 s:76' 65. 65.00 25.4e w 6D.00' Bo:oa IL15 L16 Q-. O ¢ g m $l o ($ R 2 S 23 b I , I I� $ °a ° Njj 5o w w ul oI "' w es.00 PROTION OF 38 r„ 59. 80.0� N79 a1i Sr a o ��u 0 w 44.52' Z I N N88°2610'W 386'2610"E - - S88W26'1D"E N 50 ROW $ �i;, 81.49 N > 'o, ` 51 �u°I o �t 3, 1112 $ 111 w TRACT 1 ,tY IRF 2D,6 (DISTURBED) Z ¢ I 12D.00 I 120.OD 25 25 5 > o '�' 0 110 $ w 27.1E g'r S88°2810"E �' m o 52 ° m 25%W in aB °�' g YI i22.76 °1 m 672 > ° P ul M m 109 1'•y $ $LOOMFIELD HOMES, L.P. O � � , cn o N a 53 �, v.E. I� 8 108 � � 3 b w '`$ N El �:_ m § $ m m $ 120.00' S0°4745'E tin + ° o gi' B.L I v 9.L? P «S�i Q 107 `fi �< I ( I$ 9 S MI B R 3 l 22 g m �eP eP N 1 0 > q 54 $ �„ 25. zas;L_ 2SB.L m d N 10B �, o IF to3 �., INST. NO. 2018-69915 I 4 sfie°a61o'E 9 W W a 37 $ o M 55 $ z m v 105 �, 311b R.P.R.D.C.T. 54 ua I N88°2Vl0'W i Z - - S882610'E 'R '" 0 57 c 56 ` 26 B• 63.47' 60.81 ,a` 40,39 220, a-L g 2S B.L' 3 R 104 ^0� , ,n"IRFC I j 388.28'10"E '� y± at $ io° -.".� 38.20 .�. a �50.00'. 3.74' It r R BLOCK AI �. 122.71' 120.00 1 �.00' r4 n�9 in m 26 BY 5• U.E. 24.5T 50.00' - 55.00' B•L• ". z t"ARTHUR SURVEYING Ca' 257C25'V,E 55.002aa.l. R m g $ m 4 0 21 S (� m 120.00 24.93 20 ay _ 65.05 - C� '--- g ' . ---60 .00' B.! Z V- ..... � 1 I 10 I $ R 8 v ?a 20' .: .� 4.93�. ` 189.59 7.61' 50.03' S U.E. 6D.oa_ zs 53 I (�� 70' OW N88°26'10'W1 11 '� W uI S88°2VIVE S88°26y0'E v Q N 38 �'���i` 0y 37.04• gp,OT .r 278.34 �".G� CL - ���` 5-438'E 384.13' C� N 43.45r i W 120.00 - - 120.00 I g se8.WIVE mS �bp' R _ o / 4e.35' fi0.oa- K TREE C Ga -_ C 8�F- ,rz'IRFC rn 45.51" - °° S R - - �. EAR FOR ---_ - - 44 k* 30 40 122.85' U Z �' $ m $ m `� 120.00 n ^a % O N to N79 p O , T '� 13 52 ( g 11 8 l R 5 0 20 8 �a i" m b 58 m ry 1 C15 OC 9i 1 riR + 511.E. zsx2s' V.E p v / 65:00' -. oa- - as N 5' U.E.BLOCK al ARTHua SURVEYING co" W ( ,�, I ,yrl' G1- 39 B.L "20 B.L � 65.00' 25 `''u CV 9 a c' '�° 8 - 4 o N --159 hap a1 Cp 20'B.L m r' • _ b93x-HQA o W I N88°2610•W >I sfi6 2610'E - sae 28'10 E 8 IX m 35 15' S.S.E In di ,' ry E io r 102 S1 0023 W J 120.00' I 120.00 - - - - _ - _ "' g : -1M•� 00' :�' 'a:L. zaB L 6.64 f07.3?• m s89°01'49•E 94.72' .cN1 W p V 51 I I aa U - 122.60' m Q $ m $ `"�I W . 4- S68'PB'10"E sa6°2610"E `T r '- t `'o NI '�+ �r Y N 1 b 6 / 15 B.L. 24 n 23 4 rI ? ,@"IRFC i 1 0 o a 12 b$ ._.f 0 19 m / P 22 ,zo:36 O a ,� z 120.00 120.54' `� ui IM o ui 21 a I ��� I I� 'gim N88°26'1ow� u4i 11 �Wy S86°2&10'E - - S88°26'1'0'E EL o M. 4283' V > a m 1 �I voi T y�` m''N' g 20 A $ v 18 b y v "ART7iURBURVEYINGCO" Y N I 1 I Q o LL '20.00, y 120.00" Q U9 �$ g 59 N v W 9 "� ' Nh c N 50' RO 101 13.6V OPEN SPACE AND m • n. -1 LIJ P 50 I 122.55 4 � $ M m BLOCK AS w m 19 BLOCK AS N P V t m ' = I f0 7 $ O < 18 m O sse 2610"E Im 16,00' ses°261o"E n mN ml 9 8 •Ot'49"E 127.95 DRAINAGE 3 O Z d N _ W 8 13 glQ v' ° g m Q R gi) f� V 120.W S88•z6'10'E 0 119.94' BLOCK AQ �/ U� i �' 113.3Y 60.24' 65.28' 6526' � S89.01'49'E 25' 25 EASEMENT 0 Q p Y $ J `�SS8°2510°E S68°26'10'E o m I' -I 65.00 120.00 20 D.E. �` U I I g o, $ 1X-HOA 114.3E S89°01'4YE 158.1 31. 583'S4 W - - - tV 49 V r•i -1 N66°26'' - 33 120.00 mn 2 w 38'E SB ` Sf0"28OTW i 0 a I 1 120.00 120.00 " 1 I� R I 0 I 1 O a0 ° 122:48 4 bo m 1 SW2910°E $ BLOCK At 50' RO v R h M r . B� blg�tf9 $ $ - °� N 17 cy 47.1T 60.8T Z O r $ 8 g 17 m 9 1 2 $ S88-28.10"E in o a `"' 2 m mi -- 5 Z I 100 1 W O �Id to �I I 120.Do' 60 is m 1 0 .• s X � 100 (] 0_ '�' d SBB°2&10'E 388°2810"E m r 25 25' , 120.00 ai n `, r 2g S89.01'49"E (� i 31.69' Q U I 46 I I 1 0 m N8826,I(rw � ,20.W - W R 32 c SBB°2810'E 1 ,(-' o m 50 RO R S89°0r49'E 8 W N �a 120.00' W l 0 m I �°a1., Q N , J e+ 120.00' --T 3 $ V7'tRFC m S M LIJ 122.44 In $ m $ 3 16 ul S88°26'1o'E $ 120.00 8 r I �� 9 In $ °} 120.14' "ARTHUR SURVEYING CO" I LLI �- ° rrnn 8 m 8 16 m g , I i W I �) 25' 25' 120100 "$ z / $lo in $ b m i *- V 15 I S R 120.0a ' �I S88'26'1o•E i?i ' J ? c°B \ CEP' 0 16 21 1 47 I Z $ S88°26'10'E - S88°26',0"E on m I$ 61 m $ '� Z i 120.00' `#� � g z �I� �� ,s`- / s 2 ssa•0rae"E 1 I N88•Z6'•10'1N l j-'�'--�'-'�- o 31 8 R P �' _ �1 `�' 'y6 4. ( S�°01'49"E -1 I 1zz.38 120.00' 120.ar lu° ° `� b W I rh 589.01'4WE ry00' -450 I: ( sa9°Ot'49'E m 67.20' 60.oD' Q I I g m e 50' RQW 8 06 10 gl 15 m gl S88.28'10'E t20A0 E I ! m b 4 0 I of Z • 120.00' b N h O 10 120.00 °°f"i g 120.11' 1�4°1711"E Ir C 1 G" NORTH GRAPHIC SCALE IN FEET VICINITY MAP N.T.S. LEGEND P.R.D.C.T. PLAT RECORDS DENTON COUNTY, TEXAS R.P.R.D.C.T. REAL PROPERTY RECORDS DENTON COUNTY, TEXAS P.O.S. POINT OF BEGINNING R.O.W. RIGHT OF WAY IRFC CAPPED IRON ROD FOUND HOA HOMEOWNER'S ASSOCIATION B.L. BUILDING LINE U.E. FUTILITY EASEMENT D.E. DRAINAGE EASEMENT V.E. VISIBILITY EASEMENT S.S.E. SANITARY SEWER EASEMENT S.W.E. SIDEWALK EASEMENT IS 16 25• Z5' $ 1 120.00, I 5 U,E. $ °° ad o P �i d b g O R $ S88°2610'E '� 5p ROW -' z+- I- s68•z6'10'E II N I 3 "bi 7 of d q 15 "o 388.5W3TE -- z 1 120.00' I - s88°2890'E $ m30 m _ f20.� s�ro1'49'E 256.�'-, r$ q' ° ° t' o L23 F- ? ( o4i m R �l ulF. 69.93' ° 1 - N61°�� m - 120.00 m , 25 25 she° ,o'E 't 62 R '�' y 81.6E 60.00' 55.00 60.00' 5 0149E �pS1 6.47 s69°D1as•E i I"" I s89.0,'48"E HUTTON s13o3,7"E IL' LINE TYPE LEGEND 1 m $ 11 8 g see zfi 10-E _� I m '' 120.00' O T �- --- BLOCK P 76.73' ui o 14 t, 5 BLOCK AQ S89°09'49"E 420.00' 720:00 �+ 920Ar P p /� / I __ ___ F• g 17 g R o N $ a ,� J 120.00 120.00 J '� n ne$ I •� 9 8 m N89'01'49"W' ` 1 i LILT (g m b Br\/1NVH z f; F -:-� I ,Qi ° P > se6°26'10"E - - S88°Zs'10-E j o !, - m iz I s86°26'1o•E IP P W • - 0. R 4 8� - e m 11 $ $ 8 - 97 . W P. Q BOUNDARYLINE 93 - - E W O O I , 'wl 63 iv ''� $ O . , ,n P 8 $ . . a �- _ _...._-- --- - -- EASEMENT LINE 1 0 1 N88 261ovu 29 $ - P P to - W o 131.15' u� , m i 14 ti w I• w W 1 70 OW 122.43+ a i20.00 W 120.00 1� N 91 I I 0 120.00' T 9 8 o S89 014WE s!8• R S89 0149"E 8 889 0149'E r ( e I ."� ... PHASE LINE _ _ - - _ „I d ad o ;� S88 2610'E -r�- v ( '.gi N ;n o 9 ,°R CM $ 1U 120.00 BLOCK AS 1- �I12004 95 nl l v COURT °u� O 9 o ¢ 30' 40' R '' + 13 R n To S88'26'10 E 120.00 :, o P o I 120,oa 120.00 N z _ BUILDING LINE is 12 'ig 120.82` ,G n Z L ad b.. !n -! b , : ,i P. 0' N Z I O 18 2e.o4' U 5' U. v U 123& iR 6 25 e+L z g s f� I� c 96 I QCI �L R3 10 3216' \ 15 a:L, �-15 B. - / `"' 28 'a :� 2a L - _ L� (3 m o 50 R0 8 m Sa9W3041 E B' 2a B.L. � Q 1" S USE. m 15 B.L. Ri uoi 116' 25' B�L. g, p ry �SS 50.61' N i3 I I E !2j 43.01' S9.02 . 5B.48' 47.83' M m b 64 m °' _ 110.0,'. - .82.91'. 60.W- 55.00 _ 50.00 7 L-. W J ( N85°0034 3 ° o P N !' P-� _-110.00 _ _ _ 180.00� _ _ e 12o.ix o E GEMIRE NE n 793D89°E ' 'iP „ 4➢, - 4� �i c3<,� _ 1,D.Da -�- „D.Da _ _ _,10.Dar_ _ 70.01 00 26.W' 3.29' L53 �i P vBLOCK 118 . 16 25Mr V.E. 6' U.E. 428.16' a0 N 25 XTS' V.E. 25 X� V.E. 340.00' 2SX25' V.E. v� _ 1- 9= I m �� s69°0124"E 11u fiEt' �^' �. BLOC AI g73 17"N v� _ - - - N W2.00 rZ q _ _ as x26 v.E. 3 s, s u E. _ 2w.00' 2VXW V.E. 28 X25 V.E a I 1 19 v O' 71 38 59' 50.006- 6B �' 1190r �*, S U.E. ,� 'NO S U.E. SS9"Ot'49"E 1420.18' -- - w L62 ` N 1 i a HUTTON BRANCH TRA1L i N y j .� & U.E. / , a n U �& 34 38.11' 36' 27 b B 52.55 65.00 =85:w - 60.00 - 80 00'- 55.00'- 55.00'- 50.00 -50.00' 50.00'- 50.00 -55.00 -S5 00' -60- - - - Q'u e B.L. 13.42 �� o S St81 W--60.Da- 50.00' '50.W 50.00'- 5O.00 -W-00•-60.00+ 60.00'- 0 ,� y I ' ..5.o1r s5.00 1 z I"rJ m I ^ BLOCK .� �a.9r _ 20' B.L. B 28.ar B ,. - ii° - m m 20 8 L 13.96' Za B.L.2S B.L._ 20' B.L.. 25 B.L 26' 81. ,L B.L. 21!' B.L _- 28.65 P / 11.30 m - 29 B.L. 2B.L.B1. ' B.L. Z0' B.L �' 2a B.L 20' B.L; B.L 20' B.L 2a 6.L..• ° �` At a2 g 21.10 'e Fop �I 65 �/ b P N = h 92 u z a N 21 0 23 24 25 zv °° ,\ N P t) P P u'� P vl . P �I ' u")i P P P P zs B.L. 2s' B.L. B.L c; L. I O I� IfJ I� 1� 1� �`y 1� I� - ,n P f P 1 P- 8 P IO P P. u"3, P Vl P Ya P Yi P YI P ,P'- P 9 .,a'� s ° 67 0 88 m 69 0 70 71 o m 72 73 ° 74 0 ® 75 0 " 76 g 77 �i 78-N m 79 80 0 >o $1 co So 82 83 0 ao 84 0 - 85 ' to 86 87 0 io 0 So 89 m r I Z I I l ° 20 r +" R o N 8 2B BLOCK /•. 6s ` vl ,n u`Di c0ii v, R r`r4 o p pupp oo o �p p �mp moo'' N 6 P •p 9 pp '' pp iV p�p eN- +OO-- • R e -V ip N. m N Y7 V ip N tf1 4`I rn CV K1 [y ID O , 1 111 1J i At Ptl) •-41 rn •-.� W W �71 N N Po •�O: P O O °p P °q N0 68 Noof A. I. [n co of fn WW W d1 P N N P rn P P f>) P t�p O tr7,1 ` f P� P 2 W fn _ ,4:5T BLOCK AI 28.56' 157.06' 64.29 50.00' S0.00 60 00' 88.4E - 144,24' 75.85 �118�88' 65.00 85.00' 65�' 60,00' 60. 55.00' 40.43' 50.00 50.00 50.00 50.00 55.W 55.00 60.00' 60A0 50.00 50.00' t rI 1e2" M$ I N89r4N�l ,759.13' - - 50.00 50.00 60.00 60.00 31.44' S5.00 55.00 85:00 65.00' , 157.9r L f. BEARs 30.00' c Ltd N89°01'49'W 818.99 30' UPPER TRINITY RURAL WATER DISTRICT EASEMENT S88°5422 E 429.4 c _ °FAIN CRAWFORD" 3 �'Oa E 0.4' " BY SEPARATE INSTRUMENT - ra LLL - �- . (DISTURBED) I I N88°01'24"W 1199,41' 3,.85 BRS. I rrIVE. N aEARs s N89"01'49"W 618.9V 33 17'WW2.e BLocca UNION PARK PHASE 3A-2 N88°50'40W 43.64' 106.94' O CLASSIFICATION NO. OF LOTS 50, LOTS 99 55' LOTS 27 60 LOTS 33 65' LOTS 28 TOTAL RESIDENTIAL 167 HOA 4 z I I P O B\ DOG. NO.2018-468 OCK 15.3r z P.R.D.C.T. \ 15' UTILITY EASEMENT 36/ 8 I I� 30 31 32 1 \ 59 60 61 62 63 INST. NO.2006-12025E33 I i 1s CALLED 36.186 ACRES I AMENDING PLAT `� / � 1 - - -' - - - - - / \ UNION PHASE 6ALP I - -PARK - _ _ _ INS�-- ARROW BROOKE T.N0.2021-20232 4 R.P.R.D.C.T. ��� PHASE 7 52 LOT TABLE LOT NO. ACRES SO. FT. BLOCK At LOT 1 0.141 6,153 BLOCK AI LOT 1X-HOA 0.027 1,180 BLOCK AI LOT 2 0.141 6,154 BLOCK AtLOT 3 0.141 8,153 BLOCK AtLOT 4 0.141 6,160 BLOCK At LOT 5 0.141 6,147 BLOCK At LOT 6 0.141 6,145 BLOCK At LOT 7 0.141 6,142 BLOCK At LOT 8 0.141 6,139 BLOCK At LOT 9 0.141 6,137 BLOCK AL LOT 10 0.141 6,134 BLOCK At LOT 11 0.141 6,131 BLOCK At LOT 12 0.141 6,129 BLOCK At LOT 13 0.141 6,126 BLOCK A] LOT 14 0.141 6,123 BLOCK At LOT 16 0.141 6,121 BLOCK At LOT 16 0.140 6,118 BLOCK At LOT 17 0.140 6,116 BLOCK At LOT 18 0.179 7,796 BLOCK At LOT 19 0.294 12,819 BLOCK At LOT 20 0.289 12,574 BLOCK At LOT 21 0.153 6,656 BLOCK At LOT 22 0.138 6,001 BLOCK At LOT 23 0.138 6,000 BLOCK AI LOT 24 0.138 6,005 BLOCK Al LOT 25 0.153 6,671 BLOCK At LOT 26 0.266 11,599 BLOCK At LOT 27 0.271 11,787 BLOCK At LOT 28 0.152 6,614 BLOCK At LOT 29 0.138 6,004 LOT TABLE LOT NO. ACRES SO. FT. BLOCK At LOT 30 0.138 6,000 BLOCK AI LOT 31 0.138 6,000 BLOCK AI LOT 32 0.138 6,000 BLOCK At LOT 33 0.138 6,00D BLOCK AI LOT34 0.138 6,000 BLOCK AI LOT35 0.179 7,800 BLOCK At LOT36 0.138 6,000 BLOCK AI LOT 37 0.138 6.000 BLOCK At LOT38 0.138 6,000 BLOCK AI LOT 39 0.179 7,808 BLOCK AI LOT 40 0.219 9,529 BLOCK At LOT 41 0.158 6,897 BLOCK At LOT 42 0.179 7,816 BLOCK AI LOT 43 0.179 7,800 BLOCK At LOT 44 0.165 7,200 BLOCK At LOT 45 0.165 7,200 BLOCK AI LOT 46 0.140 .6,079 BLOCK AI LOT 47 0.143 6,217 BLOCK At LOT 48 0.143 6,219 BLOCK At LOT 49 0.175 7,617 BLOCK At LOT 60 0.204 8,883 BLOCK At LOT 51 0.187 8,167 BLOCK At LOT 52 0,184 8,023 BLOCK AI LOT 53 0.179 7,800 BLOCK At LOT 54 0.179 7,796 BLOCK At LOT 65 0.165 7,204 BLOCK At LOT 56 0.160 6,956 BLOCK At LOT 57 0.22E 1 9,827 BLOCK AI LOT 58 0.290 12,64E BLOCK At LOT 59 0.180 7,858 LOT TABLE LOT NO. ACRES SO. FT. BLOCK At LOT 60 0.179 7,800 BLOCK At LOT 61 0.179 7,800 BLOCK At LOT 62 0.152 6,600 BLOCK At LOT 63 0.153 6,676 BLOCK At LOT 64 0.185 8.042 BLOCK At LOT 65 0.344 14,978 BLOCK AI LOT 66 0.220 19,571 BLOCK At LOT 67 0.179 1 7,790 BLOCK At LOT 68 0.180 7,834 BLOCK At LOT 69 0.180 7,834 BLOCK At LOT 70 0.166 7,232 BLOCK At LOT 71 0.166 7,232 BLOCK At LOT 72 0.152 8,630 BLOCK At LOT 73 0.152 6,630 BLOCK At LOT 74 0.13E 6.028 BLOCK At LOT 75 0.138 6,028 BLOCK At LOT 76 0.138 6,028 BLOCK AI LOT77 0.138 6,028 BLOCK At LOT 78 0.152 6,630 BLOCK AI LOT 79 0.152 6,630 BLOCK At LOT 80 0.166 7,233 BLOCK At LOT 81 0.16E 1 7,233 BLOCK At LOT 82 0.138 6,028 BLOCK At LOT 83 0.138 6,02E BLOCK At LOT 84 0.138 6,028 BLOCK At LOT 85 0.138 6,028 BLOCK At LOT 86 0.16E j 7,233 BLOCK At LOT 87 0.166 7,233 BLOCK At LOT 88 0.166 7,234 BLOCK All LOT 89 0.152 6,637 LOT TABLE LOT NO. ACRES SO. FT. BLOCK At LOT 90 0.153 6.644 BLOCK At LOT 91 0.181 7,903 BLOCK At LOT 92 0.250 10,889 BLOCK At LOT 82X-HOA 1.664 72,470 BLOCK At LOT 83 0.200 8,705 BLOCK At LOT93X-HOA 6.065 264,170 BLOCK At LOT 94 0.196 8,528 BLOCK At LOT 95 0.204 8,888 BLOCK At LOT 96 0.178 7,751 BLOCK At LOT97 0.138 6,003 BLOCK At LOT 98 0.152 6,605 BLOCK At LOT 99 0.152 6,607 BLOCK AI LOT 100 0.220 9,580 BLOCK AI LOT 101 0.175 7,612 BLOCK At LOT 102 0.267 11,622 BLOCK At LOT 103 16 0.316 13 755 , BLOCK AI LOT 104 0.188 8,168 BLOCK At LOT 105 0.180 7,843 BLOCK AI LOT 106 0.165 7,200 BLOCK At LOT 107 0.165 7,200 BLOCK At LOT 108 0.162 6,600 BLOCK At LOT 109 0.152 6,600 BLOCK Ai LOT 110 0.138 61000 BLOCK At LOT 111 0.138 6,000 BLOCK At LOT 112 0.195 8,474 BLOCK AJ LOT 20 0.170 7,390 BLOCK AJ LOT 21 0.149 6,480 BLOCK AJ LOT 22 0.149 6,480 BLOCK AJ LOT 23 0.149 6,480 BLOCK AJ LOT 24 0.149 6,480 LOT TABLE LOT NO. ACRES SQ. FT. BLOCK AJ LOT 25 0,166 7,209 BLOCK AJ LOT 26 0.190 8,274 BLOCK AJ LOT 27 0.191 8,327 BLOCK AJ LOT 28 0.183 7,978 BLOCK AJ LOT 29 0.165 -1,200 BLOCK AJ LOT 30 0.165 7,200 BLOCK AJ LOT 31 0.152 SAW BLOCK AJ LOT 32 0.152 6,600 BLOCK AJ LOT 33 0.142 6,195 BLOCK AJ LOT 34 0.145 6,325 BLOCK AJ LOT 35 0.148 6,450 BLOCK AJ LOT 36 0.193 8,422 BLOCK AQ LOT 1 0.193 8,397 BLOCK AQ LOT 1X-HOA 1.771 77,162 BLOCK AQ LOT 2 0.162 6,600 BLOCK AQ LOT 3 0.165 200 7,200 BLOCK AQ LOT 4 0.165 7,200 BLOCK AQ LOT 5 0.152 6,632 BLOCK AQ LOT 6 0.179 7,796 BLOCK AQ LOT 7 0.227 9,874 BLOCKAQLOT 8 0.165 7,200 BLOCK AQ LOT 9 0.152 6,600 BLOCK AQ LOT 10 0.164 7,150 BLOCK AR LOT 1 0.164 7,150 BLOCK AR LOT 2 0.138 6,000 BLOCK AR LOT 3 0.138 6,000 BLOCK AR LOT 4 0.138 6,000 BLOCK AR LOT 5 0.138 6,000 BLOCK AR LOT 6 0.138 6,000 BLOCK AR LOT 7 0.138 6,DOO LOT TABLE LOT NO. ACRES 80. FT. BLOCK AR LOT 8 0.138 6,000 BLOCK AR LOT 9 0.138 6,000 BLOCK AR LOT 10 0.138 6,000 BLOCK AR LOT 11 0.138 6,000 BLOCK AR LOT 12 0.173 7,521 BLOCK AR LOT 13 0.169 7,381 BLOCK AR LOT 14 0.138 6,000 BLOCK AR LOT 15 0,13E 6,OW BLOCK AR LOT 16 0.13E j 6,000 BLOCK AR LOT 17 0.138 6,000 BLOCK AR LOT 18 OA 38 61000 BLOCK AR LOT 19 0.138 6,000 BLOCK AR LOT 20 0.138 6,000 BLOCK AR LOT 21 0.138 6,000 BLOCK AR LOT 22 0.138 6,000 BLOCK LOT23 L 0:138 6000 BLOCK AR LOT 24 0.164 7,150 BLOCK AS LOT 1 0.192 8,356 BLOCK AS LOT2 0.152 6,600 BLOCK ASCOT3 0.138 6,000 BLOCK AS LOT 4 0.138 6,000 BLOCK AS LOT 5 0.164 7,160 BLOCK AS LOT 6 0.318 13,851 BLOCK AS LOT 7 0.299 13,040 BLOCK AS LOT 8 0.383 16,690 BLOCK AS LOT 9 0.304 13,242 BLOCK AS LOT 10 0.289 12,588 BLOCK AS LOT 11 0.138 6,000 BLOCK AS LOT 12 0.164 7,150 BLOCK AS LOT 13 0.164 7,150 LOT TABLE LOT NO. ACRES SO. FT. BLOCK AS LOT 14 0.138 6,000 BLOCK AS LOT 15 0.171 7,440 BLOCK AS LOT 16 0.171 7,440 BLOCK AS LOT 17 0.171 7,440 BLOCK AS LOT 18 0.237 10,333 BLOCKAS LOT 19 0.259 11,285 BLOCK AS LOT 20 0.179 7,800 BLOCK AS LOT 21 0.183 7,989 BLOCK AS LOT 22 0.192 8,368 BLOCK AS LOT 23 0.185 8,060 BLOCK AS LOT 241 0.297 12,937 CURVE TABLE CURVE TABLE CURVE TABLE NO. DELTA RADIUS LENGTH CHORD BEARING CFNORD NO. DELTA RADIUS LENGTH CHORD BEARING CHORD NO. DELTA RADIUS LENGTH CHORD BEARING CHORD C1 0"05'12" 11125.00' 1.70' S88°55'41"W 1.70' C10 15°04'44' 300.00' 78.9V NO9°O6'12"E 78.77 C19 22"39'07" 300.00' 118.601 NO3°49'12"W 117.83' C2 12°38'03" 525.00' 115.7T S08°09'11"E 115.53' C11 12°25'28" 800.00' 173,48' N85"21'06"E 173.14' C20 140°1,08" 60.00' 146,8r S44"2417"E 112.W C3 17°21'37' 425.00' 128.77' N58°0249"E 128.28' C12 9"4443" 1100.00' 1a7.10' S84°00'44'W 186.87' C21 139"00'44" 60.00' 145.57' N46°16'13"E 112.41' C4 6°2T2V' 530.DO' 59.71' S47°38'44"E 69.68' C13 16*1V52" 500.00' 141.35' N75.48'42"W 140.88' C22 0"40'33" 525.00' 8.19, N14°48'29"W 6.19, C5 10°33'12" 300.00' 55.26' S56°09'00"E 55.18' C14 16-W32" 300.00' 88.62' S10-01-37-W 88.30' C23 139.47'40" 60.00' 146.3w N35°22'12"W 112.69' C6 4°54'46" 845.00' 72.45' S63"52'59"E 72.43' C15 0°3346" 1090.00' 10.71' N79"25'15"E 10.71' C24 258°31'18" 50,00' 225.60' N38°17'27'W 77.43' C7 15°4T32" 300-W 82.69' S06'119'55"E 82.43' C16 16W57'00" 810.00' 239.62' 387'36'S2"W 238.75' C25 258°31'18" 50.00' 225.60' S51W4232"W 77.43' C8 14°26'31" 300-W 75.62' S81"48-OVE 75.42' C17 28°36'55" 250.00' 124.86' S15°1639"W 123.W C26 157"42'32" 60.00' 165.15' S43-43-59-E 117.74' C9 15-04-44' 300.00' 78.96 N8726-15"E 78.72' C18 22°04'46" 250.00' 96.34' N18-32-44"E 95.7,C I C27 134°05'35" 60.00' 140,42' 1 S45°39'01'W 110.50' P P 50.632 ACRES P o u� BLOCK Al LOTS IX-HOA, 1-92, 92X-HOA, 93, 93X-HOA, 94-112; BLOCK AJ LOTS 20-36; BLOCK AQ LOTS 1X-HOA, 1-10; s BLOCK AR LOTS 1-24; BLOCK AS LOTS 1-24; g 187 RESIDENTIAL LOTS 9 4 HOMEOWNER'S ASSOCIATION (HOA) LOTS _ BEING AN AMENDINGPLAT OF ARROW BROOKE PHASE 7 � RECORDED IN DOCUMENT NO.2023-352, PLAT RECORDS OF LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE NO. BEARING LENGTH NO. BEARING LENGTH NO. I BEARING LENGTH NO. BEARING LENGTH NO. BEARING LENGTH NO. BEARING LENGTH 1-1 S43°26'10"E 14.W L10 N87'59'49"E 63.7T L19 N49°2 OWE 8.91, L28 N46°18'13'E 16.64' L37 $44°01'49"E 14.14' L46 N84°3r00"E 48.73' L2 S88°26'10"E 50.00' 1-11 S45°12'20"W 14.39' L20 S87'1519"E 14.54' L29 S43°26'10"E 14.14' L38 S45°58'11"W 14.14' L47 N87°32'25"E 69.12' L3 S01°33'60°W 110.00' L12 S01'06'55"E 50.00' L21 S50.52'24"E 80,29' L30 S41W09'38"E -14.83' L39 S44'01'49"E 14.14' L48 S48°50'22"W 14.83' L4 N89°34'11"E 44.58' L13 S46'04'02"E 14,20' L22 SOO°5V1I-W 25.00' L31 N48.45W'E 14.89' L40 N45°58'11"E 14.14' L49 S29W47'41"E 20.00' L5 N87°09'28"E 48.39' L14 N88°4ri5"E 72.23' L23 S89-01.49-E 25.00' L32 S39'W20"E 13.96' L41 S44°011'49"E 14.14' L50 S11°23'48"E 2tO.25' L6 N84°4V52"E 48.39' L15 S86"13'30"E 47.83' L24 S07°30'21"W 32.18' L33 N53°11'04"E 15.01' L42 S34-41.47"E 1,8.25' L51 S11°23'48"E 193.3T L7 N81°2V49"E 49.08' L16 N86°02-43"E 73.64' L25 S43°26'10"E 14.14' L34 S37-WO4"E 12.34' L43 S46"47'08"W 16.90' L52 N84°28'32"E 58.50' L8 N80*W12"E 43.21' L17 N78.1B'SWE 73.64' L26 N46-33.50"E 14,14' L35 N45-WII"E 14.14' L44 N54-4T30"E 91.W L53 N84.28'32"E 66.57' L9 NW18-01"E 48.71' L18 N70°35708"E 1 73,57' L27 S47-16-20-E 17.79' 1 LW S45"ITWE 13.72' LA5 N8I-,W18"E 48.73' . Bearing system for this survey is based upon NAD 83-Texas North Central Zone, Horizontal Adjustment to NAD 83 (1993). To convert the Surface distances to Grid values, multiply the distances by a Combined Scale Factor of 0.999853696. $,:: tad 7. iwl it' THE PURPOSE OF THIS AMENDING PLAT IS TO REVISE THE STREET SIDE BUILDING SETBACK LINE FROM 20' TO I VON BLOCK AR, LOTS 1 & 24, BLOCK AQ, LOT 1, AND BLOCK AS, LOTS 5, 6, 12, & 13. DENTON COUNTY, TEXAS WILLIAM LUMPKIN SURVEY, ABSTRACT NO.730 0 CITY OF AUBREY ETJ DENTON COUNTY, TEXAS °d n Ki Horn W m 616b Warren Parkway, SUite 210 Tel. No. (972) 335-3580 Frisco, Texas 75034 FIRM # 10193822 Scale Drawn by Checked by Date Project No. Sheet No. 1" =100' CDS KHA NOV. 1 OF 2 OWNER, Filed for Record Bloomfield,Homes, L.P. in the Official Records Of: x 1050 E. Highway 114, Suite 210 Denton County 3 Southlake, Texas 76092 On: 1/26/2024 9:34:56 AM o Phone: 817-416-1572 In the PLAT Records ARROW BROOKE PHASE 7 SURVEYOR: Doc Number: 6 Kimley-Horn and Associates, Inc. Pages: 2 Number of Pages: 2 61BO Warren Pkwy., Suite 210 Amount: 100.00 Frisco, Texas 75034 Phone: 972-335-3580 Order#: Contact: Michael B. Marx, R.P.LS, By: PM Ix Elm Ridge Water Control and Improvement District as coo Crawford & Jordan LLP APPLICANT: --- ' a _ - _. -_- 3100 McKinnon Street, Suite 1100 Kimley-Horn and Associates, Inc. Dallas, Texas 75201 400 N. Oldahoma Dr., Suite 105 Phone: 214-981-9090 Celina, Tecas 75009 Contact: Jonathan H. Finke Phone: 46"01-2200 �z 3 Contact: Lori tusk, P.E. 0 �L SURVEYOR'S CERTIFICATION OWNER'S CERTIFICATE THENCE along the southerly right of way line of said Mission Street and in a northeasterly direction, with said STATE OF TEXAS § curve to the left, an arc distance of 128.77 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for south KNOW ALL MEN BY THESE PRESENTS: end of the easterly terminus of said Mission Street with the westerly right of way line of Arrow Brooke Avenue, a COUNTY OF DENTON § variable width right of way; That I, Michael B. Marx, do hereby certify that I prepared this plat and the field notes made a part thereof from an actual and accurate survey of the land and that the corner monuments shown thereon were WHEREAS BLOOMFIELD HOMES, L.P., is the owner of a tract of land situated in the William Lumpkin Survey, THENCE North 49°22'00" East, along the westerly right of way line of said Arrow Brooke Avenue, a distance of properly placed under my personal supervision, in accordance with the Development Agreement and Abstract No. 730, Denton County, Texas, and being a portion of a tract of land described as 'Tract V in a deed 8.91 feet to a 518 inch iron rod with plastic cap stamped "KHA" set for the north end of a comer clip; Denton County Fresh Water Supply District No. 10: to Bloomfield Homes, L.P., according to the document filed of record in Instrument No. 2018-69915 of the Real Property Records of Denton County, Texas, and being more particularly described as follows: THENCE South 87°15'19" East, along said comer clip, a distance of 14.54 feet to a 518 inch iron rod with plastic OF T cap stamped "KHA" set for the south end of said corner clip and at the beginning of a non -tangent curve to the -rot .�P�� • IchI B. Marx TEO -�g,. BEGINNING at a point for the southwest corner of said Tract 1, common to an ell comer on the easterly right of left having a central angle of 06°27'20' , a radius of 530.00 feet, a chord bearing and distance of South 47°38'44" Registered Professional Land Surveyor No. 5181 way line Winn Ridge Boulevard, a variable width right of way, according to the Final Plat of Winn Ridge East, 59.68 feet; Kimle -Hom and Associates Inc. • ...,.. ..... Y Boulevard according to the document filed of record in Document No. 2020-136 of the Plat Records of Denton , 9 , X 6160 Warren wy., Suite 210 MICHAEL B. MARX County, Texas, from which a 1/2 inch iron rod found with cap bears South 89"00' East, 0.4 feet and a 3/8 inch THENCE alongthe Westerl right of way line of said Arrow Brooke Avenue the following: Y 9 Y .. A 1 : „ Frisco, Texas 75034 5181 iron rod found bears South 17°06' West, 2.5 feet; 5-358 Phone 972-335-3580 � '•. �p � In a southeasterly direction, with said curve to the left, an arc distance of 59.71 feet to a 5/8 inch iron rod p 5 S1v o� , 9N0 P...,. y THENCE North 01032 01 East, along the westerly line of said Tract 1 and the easterly right of way line of said with plastic cap stamped KHA set for corner, S U R Winn Ridge Boulevard, a distance of 803.80 feet to a 1/2 inch iron rod found for comer; South 50°5224" East, a distance of 80.29 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set at THENCE North 01°23'00" East, continuing along the westerly line of said Tract 1 and the easterly right of way the beginning of a tangent curve to the left having a central angle of 10°33'12", a radius of 300.00 feet, a line of said Winn Ridge Boulevard, a distance of 209.66 feet to a 1/2 inch iron rod found for comer; chord bearing and distance of South 56°09'00" East, 55.18 feet; STATE OF TEXAS § THENCE North 01 °35'27" East, continuing along the westerly line of said Tract 1 and the easterly right of way In a southeasterly direction, with said curve to the left, an arc distance of 55.26 feet to a 5/8 inch iron rod COUNTY OF COLLIN § line of said Winn Ridge Boulevard, a distance of 104.71 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" with plastic cap stamped "KHA" set at the beginning of a compound curve to the left having a central angle BEFORE ME the undersigned, a No Public in and for The State of Texas on this day personally 9 �'Y , Y P Y set for corner; of 04°54'46", a radius of 845.00 feet, a chord bearing and distance of South 63°52'59" East, 72.43 feet; appeared Michael B. Marx, known to me to be the person and officer whose name is subscribed to the e southerly dine f THENCE departing the easterly right of way line of said Winn Ridge Boulevard, and along ti uih y o In a southeasterly direction, with said curve to the left, an arc distance of 72.45 fleet to a 5/8 inch iron rod foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. Arrow Brooke Phase 6, according to the Final Plat thereof recorded in Document No, 2021-428 of the Plat with plastic cap stamped "KHA" set on the easterly line of said Tract 1, same being an ell corner on the Records of Denton County, Texas and the southerly line of Arrow Brooke Phase 5, according to the Final Plat westerly line of Arrow Brooke Phase 1 B, according to the Final Plat thereof recorded in Volume Document 4&, GIVEN UNDER MY HAND AND SEAL OF OFFICE this the � day of thereof recorded in Volume Document No. 2019-310 of the Plat Records of Denton County, Texas No. 2015.376 of the Plat Records of Denton County, Texas; OCcemyer . 2023. CITY OF AUBREY, DENTON COUNTY, TEXAS Final Plat reviewed and approved by th City of Aubrey Texas on this bay f c, 20(12�_R .-., 6s Rich Mayor ��y OF A(/6"Date City of Aubrey, Texas. y.`V, "•'..% ;P r OFFICIAL 1 SEAT. MUSTANG SPECIAL UTILITp��.Qy��, ,04r1ie �,111����a, The subject property, as shown on this plat, has existing [water and/or sewer] facilities that meet Mustangg Special Utility District standards, and which are in compliance with the Texas Water Code go4on 16.343, as mended. S�a►rr' .� Whomever has the authority sign, Title Date South 88*26'10" East, a distance of 153.04 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for THENCE South 01°42'27" West, along the easterly line said Tract 1 and the westerly line of said Phase 1 B, a comer; S D5395 A G 015 .S05 5 W 17 distance of 478.37 feet to a 5/8 Inch Iron rod with plastic cap stamped 'KHA" set for come yw uk ELIZASM M. HOLLIS � r��(L�'e-Q`a South 43°26'10" East, a distance of 14.14 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for Z a-�w`%�" �-'(• ° of Texas Notary i�llc, State comer; THENCE South 13°03'17" East, continuing along the easterly line of said Tracan t 1 d the westerly line of said Notary Public, State of Texas cowry Expires 10-2025 Phase 1 B, a distance of 76.73 feet to a 518 inch iron rod with plastic cap stamped "KHA" set for comer; Notary ID 13M41587 South 88*26'10" East, a distance of 50.00 feet to a 518 inch iron rod with plastic cap stamped 'KHA" set for comer THENCE South 15°48'21" .East, continuing along the easterly line of said Tract 1 and the westerly line of said Phase 1 B, a distance of 296.18 feet to a point for the southeast corner of said Tract 1, common to a northerly South 01°3350" West, a distance of 110.00 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for comer of a called 36.185 acre tract of land described in a Deed to Union Park Phase 6A, LP, as recorded in comer; Instrument No. 2021-20232 of the Real Property Records of Denton County, Texas, from which a 112 inch iron rod with plastic cap stamped "Britain Crawford", bears South 27°19' East, 0.61 feet; Notes South 88026'10" East, a distance of 314.94 feet to a 518 inch iron rod with plastic cap stamped "KHA" set for - THENCE North 88°50'40" West, along thesoutherlyline of said Tract 1, the northerly line of said 36.185 acre 1. All comers are 5/8" iron rods set with a plastic cap stamped "KHA" unless otherwise noted. corner tract, and the northerly line of Union Park Phase 3A-2, according to the Final Plat thereof recorded in Volume North 89° 3411 East, a distance of 44.58 feet to a 5/8 inch iron rod with plastic cap stamped KHA" set for Document No. 2018-468 of the Plat Records of Denton County, Texas, a distance of 438.64 feet to a 5/8 inch � 2. 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 corner; "KHA" iron rod with plastic cap stamped KHA set for comer, building permits. 3. All surface drainage easements shall be kept Gear of fences, buildings, foundations, plantings and other obstructions to the operation and maintenance of North 87'09'28" East, a distance of 48.39 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for THENCE North 89°01'49" West continuing along the southeri line of said Tract land the northeri line of said 9 9 Y y the drainage facility. comer Union Park Phase 3A-2, a distance of 818.96 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for comer 4. Blocking the flow of water or constructing improvements in surface drainage easements, and filling or obstructing the floodway is prohibited. North 84°46'52" East, a distance of 48.39 feet to a 518 inch iron rod with plastic cap stamped "KHA" set for comer, THENCE North 89°01'24" West, continuing along the southerly line of said Tract land the northery line of said 5. The City of Aubrey, Texas, will not be responsible for any damage, personal injury or loss of life or property occasioned by flooding conditions. Union Park Phase 3A-2, a distance of 1199.41 feet to the POINT OF BEGINNING and containing 50.632 acres North 81 °28'49" East a distance of 49.08 feet to a 518 inch iron rod with plastic cap stamped "KHA" set for P P (2,205,549 square feet) of land, more or less. 6. The existing creeks or drainage channels traversing along or across the addition will remain as open channels and will be maintained by the individual property owners of the lot or lots that are traversed by or adjacent to the drainage courses along or across the lots. comer 7. Construction not completed within two years of approval subject to current City of Aubrey Subdivision Rules and Regulations. North 79°08'22" East, a distance of 332.09 feet to a 518 inch iron rod with plastic cap stamped 'KHA" set for comer; 8. No construction, without written approval from the City of Aubrey, Texas, and Elm Ridge Water Control and Improvement District, shall be allowed within an OWNER'S DEDICATION STATEMENT identified "FIRM" floodplain area, and then only after a detailed floodplain development permit including engineering plans and studies show that no rise in North 80°36'12" East, a distance of 43.21 feet to a 518 inch iron rod with plastic cap stamped "KHA" set for the Base Flood Elevation (BFE) will result, that no flooding %rill result, that no obstruction to the natural flow of water will result; and subject to all owners of corner; STATE OF TEXAS § the property affected b such construction becoming a y g 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. North 84*18'01" East, a distance of 48.71 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for COUNTY OF DENTON § cornet; 9. The City of Aubrey, Texas, and Elm Ridge Water Control and Improvement District shall not be responsible for maintenance of private roads; drives, NOW, THEREFORE KNOW ALL MEN BY THESE PRESENTS: emergency access easements, recreation areas and open spaces; and the owners shall be responsible for the maintenance of private streets, drives, North 87°5949" East, a distance of 63.77 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for emergency access easements, recreation areas and open spaces, and said owners agree to indemnify and hold harmless the City of Aubrey and Elm corner; THAT BLOOMFIELD HOMES, L.P., acting herein by and through its duly authorized officers, does Ridge Water Control and Improvement District, from all claims, damages and losses arising out of or resulting from performance of the obligations of said hereby adopt this plat designating the hereinabove described property as ARROW BROOKE PHASE 7, owner set for in this paragraph. South 01 *1937'' West, a distance of 115.73 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for p P an addition to Elm Ridge Water Control and Improvement District, and does hereby dedicate, in fee y 10. FLOOD STATEMENT: According to Community Panel No. 48121C0410G, dated April 18, 2011 of the National Flood Insurance Program Map, Flood corner; simple, to the public use forever, the streets and alleys shown thereon. The streets and alleys are Insurance Rate Map of Denton County, Texas, Federal Emergency Management Agency, Federal Insurance Administration, as revised by Letter of Map dedicated for street purposes. The easements and public use areas, as shown, are dedicated for the Revision Case No. 14-06-0032P effective date August 25 2014 this propertyis located within Non -shaded Zone X defined as areas determined to be g South 45°12'20" West, a distance of 14.39 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set at public use forever, for the purposes indicated on this plat. In addition, utility easements may also be used outside. the 0.2% annual chance floodplain. If this site is not within en identified special. flood hazard area, this flood statement does not imply that the ° „ the beginning of a non -tangent curve to the left having a central angle of 00 0512 , a radius of 1125.00 feet, for the mutual use and accommodation of all lilt utilities desiring to r using e m unless public ti ng use o ng the same u ess the Property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur flood heights a chord bearing and distance of South 88 5541 West, 1.70 feet; easement limits the use to particular utilitiessaid use by public utilities being subordinate to the ,. p and Elm Ridge Water Control and Improvement Districts use thereof. Elm Ridge Water Control and may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. In a southwesterly direction, with said curve to the left, an arc distance of 1.70 feet a 5/8 inch iron rod with Improvement District and public utility entities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs, or other improvements or growths which may in any way 11. Sanitary Sewer to be provided b Mustang Special Utility District through facilities approved b the Texas Commission on Environmental Quality. ry p y g pe tyPP Y ty plastic cap stamped "KHA" set for comer; endanger or interfere with the construction, maintenance, or efficiency of their respective systems in said 12. The maintenance of paving, grading and drainage improvements and/or easements shown on this plat. are the responsibility of Elm Ridge Water Control South 01°06'55" East, a distance of 50.00 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for easements. Elm Ridge Water Control and Improvement District and public utility entities shall at all times have the full right of ingress and egress to or from their respective easements for the purpose of and Improvement District and approval of this plat does not constitute acceptance of same far maintenance purposes by the City of Aubrey, Texas. corner, constructing, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or 13. AI( utilities and drainage structures are located in the right-of-way except as shown. removingall or arts of their respective systems without the necessity at an time of procuring p pe y ty y p g permission South 46°04'02" East, a distance of 14.20 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set at from anyone. 14. Mustang Special Utility District shall have the right to access, all rights -of -way, utility easements, and sanitary sewer easements for maintenance on their the beginning of a non -tangent curve to the left having a central angle of 12°38'03", a radius of 525.00 feet, facilities. a chord bearing and distance of South 08*09'11" East, 115.53 feet; &It-- Witness, my hand this the 2-7_ day of &C_&tA 4& 202-9. 15. Block Al, Lots 1X, 92X, & 93X and Block AQ ,Lot 1X shall be dedicated to the Homeowners' Association. In a southeasterly direction, with said curve to the left, an arc distance of 115.77 feet to a 518 inch iron rod with plastic cap stamped "KHA" set for comer, BLOOMFIELD HOMES, L.P., A TEXAS LIMITED PARTNERSHIP 16. The Homeowners' Association shall be responsible for the maintenance of landscaping in HOA lots. North 88*47'15" East, a distance of 72.23 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for BY: BLOOMFIELD PROPERTIES, INC., A TEXAS CORPORATION, ITS GENERAL PARTNER 17. Utility Providers: comer Electric & Gas Service: CoSery South 83°54'38" East, a distance of 503.45 feet to a 518 inch iron rod with plastic cap stamped "KHA" set for 7701 S. Stemmons Fwy. comer, BY: Corinth, TX 75065 Phone:1-800-274-4014 I DykstP ident , Telephone Service: Suddenlink Communications South 86°13'30" East, a distance of 47.83 feetDonald to a 5/8 inch iron rod with plastic cap stamped "KHA" set for 26772 US Hwy 380, Suite E comer, Aubrey, TX 76227 - Phone:(888)-592-3861 D.N.W. THE PURPOSE OF THIS AMENDING PLAT IS TO REVISE THE STREET SIDE BUILDING SETBACK LINE FROM 20' TO 15' ON BLOCK AR, LOTS 1 & 24, BLOCK AQ, LOT 1, AND BLOCK AS, LOTS 5, 6,12, & 13. AMENDING PLAT` ARROW BROOKE PHASE? S 50.632 ACRES Ia BLOCK Al LOTS 1X-HOA, 1-92, 92X-HOA, 93, 93X-HOA, 94-112; y BLOCKAJ LOTS 20-36; BLOCKAQ LOTS IX-HOA, 1-10; 5 BLOCK AR LOTS 1-24; BLOCK AS LOTS 1-24; N 187 RESIDENTIAL LOTS 4 HOMEOWNER'S ASSOCIATION (HOA) LOTS J BEING AN AMENDING PLAT OF ARROW BROOKE PHASE 7, RECORDED IN DOCUMENT NO.2023-352, PLAT RECORDS OF DENTON COUNTY, TEXAS WILLIAM LUMPKIN SURVEY, ABSTRACT NO. 730 CITY OF AUBREY ETJ DENTON COUNTY, TEXAS g a North 86°02'43" East, a distance of 73.64 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for comer, § North 78*18'55"East, a distance of 73.64 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for STATE OF TEXAS K10 ■ ■ ■ Horn comer, UTILITY COMPANY APPROVAL ^" ' p COUNTY OF § 6160 Warren Parkway, Suite 210 Tel. No. (972) 335-3580 North 70 3508„ " East, a distance of 73.57 feet to a 5/8 inch iron rod with plastic cap stamped KHA set for Frisco, Texas 75034 FIRM # 10193822 comer; Before me, the undersigned authority, a notary public in an for the State of Texas, on this day personally ELECTRIC COMPANY: Scale Drawn by Checked by Date Project No. Sheet No. appeared Donald J. Dykstra, known to me to be the person whose name is subscribed for the purpose NIA CDS KHA NOV 1 2 OF 2 A North 23*16'22" West, a distance of 121.24 feet to a 5/8 inch iron nod with plastic cap stamped"KHA" set on and consideration therein expressed. the southerly right of Mission Street, a 50 foot wide right of way, according to said Phase 5 Final Plat, same t_wJ� •I� being at beginning of a non -tangent curve to the left having a central angle of 17°21'3T', a radius of Given under my hand and seal this day of eC , 202_3 ' ' ` �1 _ � 010 •7►!ti 425.00 feet, a chord bearing and distance of North 58°02'49" East, 128.28 feet; CoSery Date GINAMANE HlcrurraN GAS COMPANY: NOTARY PUBLIC I AN OR THE STATE OF TEXAS 1�& Notary ID #124694606 My Commission Expires September 26, 2027 MY COMMISSION EXPIRES: ��2� CoSery $ OWNER: Filed for Record Bloomfield Homes, L.P. 210 in the Official Records Of: m 1050 E. Highway 114, Suite Denton County tY Southlake, Texas 76092 Phone: 817.416-1572 0n: 1/26/2024 9:34:56 AM o 9 In the PLAT Records SURVEYOR: ARROW BROOKE PHASE 7 Kimley-Hom and Associates, Inc. Doc Number: 2024-26 6160 Warren Pkwy., Suite 210 Number of Pages: 2 Frisco, Texas 75034 Amount: 100.00 Phone: 972.335.3580 rder# __..,_ > Contact: Michael B. Marx, R.P.L:S. By: PM rn� APPLICANT: Kimley-Horn and Associates, Inc. 400 N. Oklahoma Dr., Suite 105 Celina, Texas 75009 Phone:469-501-2200 Contact: Lori Lusk, P.E. 0 Mks` I,1".. TIRm"i I :-. I �,� z w • f-. :, _'>. `3 ��:. �. �.I � �, .t, �. ... , _ .`.� -- -� -