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SA0361ASEE DETAIL a "A" r V J ,�5 1 Water Doc, No. 2018 Lot Line Table Line # Length Diraction L1 13.49' S 2615'10" E L2 13,22' S 63'05'21" W L3 14.14' S 43'42'04" E L4 14.14' N 46*17'56- E L5 13.95' S 44'29'39" E L6 14.34' N 45'30'21" E L7 13.95' S 44'29'39" E L8 14.34' N 45'30'21" E L9 12.73' S 4910'20" E L10 15.24' N 41'40'32" E Lot Line Table Line # Length DirectiOn L11 14.14' S 4342'04" E L12 14.14' N 46*17'56" E L13 14.14' N 43'42'04" W L14 14.14' N 43'42'04" W L15 14.14' N 46'17'56" E L18 21.21' N 46*17'56" E L19 21,21' N 43'42'04" W L20 29.19' N 32'23'22" E R=4.00' 0=1W00'00' L=12.57' CB=N W17'13' W CD--&00' N BT42'47' E, 92.65' Lot I, Block X S 80:t47" W, 78.27' Centerline Curve Table Curve # Length Rodiue Tangent Chord Chord Bearing Delta CL1 95.93' 250.00' 48.56' 95.35' S7917'38"E 21 *59'12" CL2 95.93' 250.00' 48.56' 95.35' S7917'38"E 21 *59'12" CL3 76.46' 300.00' 38.44' 76.25' N82.24'41 "E 1436'10- CL4 84.76' 300.00' 42.67' 84.48' N83*12'16"E 16'11'20" CL5 76.6C 300.00' 38.51' 76.39' S08'36'48"W 14'37'44" CL6 74.31' 300.00' 37.34' 74.12' S0849'55"W 1411'29" CL7 90.76' 250.00' 45.89' 90.27' N11'41'59"E 20'48'06" CL8 54.85' 300.00' 27.50' 54.77' S83'27'49"E 10*28'31" CL9 54.85' 300.00' 27.50' 54.77' S83'27'49"E 10'28'31" R=3.35' 0=174'53'33" L=10.2S- _ _CB-S 0750'27' E. CD=6.69' N �_S 8f 36'19' W 14.73' 1 n m I DETAIL "A" --------- ' 1" = 20' Rood & Water Easement Doc. No. 2018-106361 i Lot I, Block X (See Note 3) i Jack 5. Hopper Doc. No. 2001-091486 OPRDCT 0.018 Az. tovE g� " 1/2 CIRF Lot 3X, Block A - 1''IPF N 89 42 4-7 E 15aab? 12D.59 r ♦., '; ----..---1-"r-------------------------'------------------------ � � A1�N1-rr ct_NTt� Sooa 50.00� 242.17' 105.53 �20'X20'UE 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40,00' 40.00' 40.00' 40.00' 40.00' 40.00' 50.00' 40,00' 40.W 40.W 40.00' 40.00' 40.Od 40.OT 41;22 ,00' 40.00' 40.00' 40.00' 40.00' 75.77 (see Note . 97 R ' - Exist. Flood Plain 16 I.000 Ac. r N 8942'47' E � 3` Lot IX, Block G 3 G 18.39 � / 10'UE o $ � g 96 C= 25329' - �C(j �``�. ` (50® Note 3) 3 4n - o $ g _ ?p ce N Ac. � $ g $ g S S 8 S $ 0 11$ 12 $ 13 g 14 � 15 � g N -c8 3 :2 ,27 n �v 9; 1N2 3N 4N 5 6 7N 8� 910N N N N N 16N 17N 18� 19 - 20� 2N 23n 24�, 25.E 26 ^ o = 40 ^ Z c^ N N a .7.5'UE'BLBL24 - - 34.yK68y o 7.5'UE 11.15'32 BL 6617 Z \9 9 BOrJ \9? .5'UE . 20, BL 00' 40.00' 40.00' 4772'183'- 50.92-.-50.00 4'f �3= 6.74' BL23 N 8842'04" W, 128.$1' ri 6 40.34' 33.26' 40.00'- 40.00' 40.00 40,00 40.00 40.00 40.00 40.00 40.00 -40.00 50.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 .00' 40.00' 40 lg BL25�a 8842 290. - CL4 S 04 E 00' 0 1.36' h Oncor Easement CONCHO STREET _ CL3 � 145.00' L 8G3 NI O 1 ot2 CONCHO STREET _ N as42'4Y E �- - Doc. No. .13 - _ �r� ♦>`� _ '4 123.73 "' 54?4; - - 795.18' 10'UE o 77.70 - 110.00 - - - -,-110.00 - -_ Drainage do Utility Easement N 1 !> �` 4 3t) - ' $ t0' BL 10 BL ---� `♦ ' \ Doc. No. 2018-106362 Lot IX, Block A G 2 25.29' ��•53_ v �_ r3 ' 17 " $ $ $ ., PROPOSED 1 1 14.T5' I 50.18 - 49.21'-50.02' 50.02'--50.02'-50.02' 50.02'- 50.02'-50.02' 50.02'- 50.02'-50.02' 50.02'- 50.02' --110.05 - - 110.05 110.05' [ AUBREY CREEK ESTATES i� �10' BL o 1 c N 8842'04 W ,* 1 �1 (See Note 3) 123.26' 1 10. 45 M ( POWS 88 42'04' E i 0.2A4 Ac. to' eL a, D.81' 20 8L 10'UE . �? 3 +FS8642'04" 44 N 88'42'04' W S 88 42 D4' E 120.00 PHASE II o g„ 27 r E 7S UE 16 8 g 120.00'2 g 3 g S W42'04' E N W4204' W � I $ 120.00' 120.00' `�' 120.00' 25 25' o IV 123.94 25' 25 TI 120.00 46 8 N 120.00'2 120.00 - W $ 120.00' 8 t m Sn M c o us :r iv b 2 M 120.00' h S 0 43 S 120.00' <$ 15 $ 8 81 I 4 8 2 0 3 3 26 ^• t20.OD'+!T- 1/2 g 1113 g 120.00 + Ki d `� " �' o " 20.00' M 12D.0047 25' 125 N cJ `♦ CIRF � 124.43' W � �? 3 120.00' 13 j t:018 o g >" g m s J 6 8 4820.00 8 12o.oD'Qt2000' w_ 8 120.00' PACoESE 2TTER s OPRDCT LC $ rj m g OL 3 $ 50 paw $ 42 0 . I7 W 4 a Aubrey Realty & 124.88 N 12000' "' 25 ml 12000 o $ Garland and Terri Wilson Doc. No. 2012-90052 OPRDCT i FUTURE REDFEAKN ROAD BLI j� tr BL2 CM BL28 tID i LEGEND (Not all items may be applicable) O 1/2" IRON ROD WITH PLASTIC CAP STAMPED "SPIARSENG" SET, UNLESS OTHERWISE NOTED IRF IRON ROD FOUND CIRF CAPPED IRON ROD FOUND CM CONTROL MONUMENT Esmt. EASEMENT Uti1. UTILITY R.O.W. RIGHT-OF-WAY Min. FF I MINIMUM FINISH FLOOR ELEVATION BL I BUILDING LINE 400-1 STREET NAME CHANGE BLOCK DESIGNATION DRDCT DEED RECORDS, DENTON COUNTY, TEXAS pRDCT PLAT RECORDS, DENTON COUNTY, TEXAS OPRDCT OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS t g Development LLC 1" 6 o 125.32' Doc. No. 2016-17484 OPRDCT 7 dam-' g zs' uE 125.77' 11 ILI 8 � 126,22' $ 9 25.35' � g 119.12' 16.55'-� O1 N W42'04" W Z 1 10 POINT OF ,a• � 51%3 A 11 O COMMENCING 1 tip^ 82.29' 91.74 S 88 42 04 E - 300.02 1/2' CIRF _ (CM) 1 T/2" CIRS 'SPW S_ NG' I N=7154256.31E I E=2431497.001 1-___ _ Ele_v.=678.20 I Boundary Line Table Line # Length Direction BL1 68.86' N 89'28'42" E 81_2 13.60' S 42'07'39" W BL3 110.09' S 01*44'11" W BL4 13.86' S 4423'34" E 81_5 50.00' S 00'31'50" E 81_6 1.98' S 89'28'42" W BL7 14.42' S 45'36'26" W BL8 195.55' S 88'42'04" E BL9 91.56' S 01'44'11" W BL10 100.00' S 88'42'04" E N 'n - © "' o t9 25 25 120.00' .' F-j `w 120.D0'4 �' 13 ~ 8 l N . It i 120.00' I o m 41 O 8 S 49 10'UE m$ W g S O1'17 56" W 120.00' il Z I g E 5 $t Ul �,_, 4 $ S W42'04' E 700.00' 120.00 - � W Q � IE 120.00' g 50.00' 50.00' 50.00' 50.00' S0.00' 50.00' 50.00' 5D.00' S0.00' 50.OD' S000' S0.00' S0.00' 50.00' 24�^ Z i N 120.00' �' 120.00' g N N 5 t20.0042 g 12 a "' `�° m g t- z 3 W o °i g 7.5'UE $ I a a'tL 5 S < S01'1756W o a go 6 ° `o V 120.00' � 9 120.00 �J 50 $ I 120.00 " 120.00 v $ ; 40 50.00 120 00' � "'• 6 "'• - o 5 &D o42'04" 5 250.1 o g z © 120.00' W 120.00' 8 11 0 S 7 -4- 3 $ $ a $ o z M 23 I Z _ g 51 g g 120.00' g ] S W42'046E v, 9 9 9 9 9 o 0 0 9 9 S a � � U r � t20.01Y Z BL1(5 - -- .n t2 !239 m , S g 120.00' N �t YO.00 W I F- g c o S 88 4204E -* 10 $ 7� ,� 8 gl BLI 4 ,nc BLI 7 t 50.00 , s000 W So.00 50.00 00 1 O ' N � . . N i N 120.00' 0 52 $ (� 120.00' 7S' UE g S 8842'04' E o $ �3 $ - 1�-- BI MIr 7 $ 0 8 9 10 11 ^ 12 ^ 13 ^ 14 15 16 ^ 17 18 19 20 21 g f S 120.00' 83 - �82^ �81 Q80� g c� $ 20' B o 22 1 2 4 24.9t' g N W42'04" W � g 8 o g N 8842'04' W 8 L20.00' J o o 8 7S;g o cn z` _._.1 0_ -50.00' S0.00'" 50A0'--50.00' 50.00` 50.00'--50.00' 5D.00' 50.Do'- -50.00' S0.00'' 50.00'- -50.00' S0.00 - -110.00' - -� W ?,'� 3 $ " ' N 120.00 7.96 I '" a0' BL `� 9 +� 9 g' z �n �' z �" �= z� o '- N 88 i AV LL20 �� Oncor Easement V �� S W42'04 E b 53 M L18 L 110.00- ---=110.00'- / ` BL15' gbt 6479 647.t v �- AL VERDE STREET I �r 1 to 00 - - BLI 3 20 BLNU S 88'4204 E ta' uE � � L1 � 110.24' 110.07 �, 31.09' j �,� °♦ Doc. No. 2019-15�- - - - - - - S 89'37'44' W � � � S 88'42'04' E � _� S W -50.001�-50.00' -50.U0' S0.D0'--50.00' i3 7.5UE 990.0c tx � s 514$'oY E / 2��. COLEMAN STREET ?476 6.47 20.00' S 56*53'10 W� 1O'UE 290.W - 25.0T -a9 -. 7.5 UE S W42'04_E � � � -48.49' 30. 4' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00'- 40.00` 50.86' 40.00' 40.00'-40.00' 40.00' 40.00' 40.00' 40.00` 40.00' 40.00'- 40.00` 40.00' 34.59' �`� 29200' 1x 5 I 20' BL 434 0� r 37 20.00 £ 31.72' 40.00' 40.00' 40.00'- 40.00' 40.00' 40.00' 40.00' 40.00' 40.00'-40.00'- 40.DO'- 50.0(r 38.28' 40.16 ? S 12 • 013 $ ' 14_ 15_ ' BL 20' 6L o - 54 2p• 35.2 32.02 7.40 40.00' 40.00' 40.00' 40.�' t5 29_ 30_ 31 57 58_ 59- 1a2 2o'at o a $ o $ 3 $ $ 8 S g $ S o $ S 32- 33 0 34 'N 35 �a�� A h�� e�� 7t 20' BL g $ $ o r. . - 60_ 61_ 62_ 63_ 67_ 69_ B,40' 12.63 20 BL po Q o 0 o ad 64- 65- 66- 68- O N N N N N N N O O ^ J �1• O N N N 36 �r �� 55 h 656 $ E o `� $ o o gp S S g 70gt 71 N 72 pp O p p to'uE AA\ da /"• 111 � � •ps �., �� � ... � O O O N N � N N N cv N N O of � '�' 73- 74 g 75 p 76 0 77 8 S i 10' Comm. Public Svc. Co. Vol. 932, Pg. 201 DRDCT POINT OF BEGINNING Boundary Line Table Line # Length Direction BL11 120.00' S 01'18'01" W BL12 95.25' S 8842'04" E BL13 110.00' S 88'42'04" E BL14 14.14' N 4617'56" E 81_15 50.00' S 88'42'04" E BL16 14.25' S 43*15'38" E BL17 10.91' S 8842'04" E BL18 110.00' N 01*17'56" E BL19 110,00' S 0117'56" W BL20 161.90' S 8842'04" E 4U.0U j 40.00J 40.00' 40.00' 40.00' !L OVJ 40 00'140.00' I 50.81L 1 40.00' 40.00' 140 00' 40.00' t.OL Lot 4X, Block A NOTE: -,;L(500 Noe 5) The overhead power line that bisected the subject property has been abandoned and replaced by Doc. No. 2019-150005 OPRDCT Boundary Line Table Line # Length Direction BL21 160.00' S 01'02'20" W BL22 184.29' N 02'16'57" E BL23 167.35' S 84*36'19" W BL24 85.16' S 89'42'47" W BL25 14.46' S 45'59'52" W BL26 85.08' N 0216'57" E BL27 130.00' N 88'115'49" W BL28 13.87' N 4422'10" W Boundary Curve Table Curve # Length Radius Chord Chord Bearing Delta BC1 49.42' 325.00' 49.37' S 8234'55" E 842'44" BC2 50.28' 275.00' 50.21' S 83'27'49" E 10'28'31" BC3 39.24' 225.00' 39.19' N 8334'22" W 959'33" O N S o 0 0 0 780 `n r^ d'- �� h O o Lot 7X� �' O^ Block A To'sl 0.00' 40.Q0' 40.00' 40.00' 40.00 40.00' 83.97' 100.62' CO 118.13' 63.59' 40.00' 40.00' 40.00' 40.00 40.00' 40.00' 40 00' 40 00' 40 00' 40 00' 40 00' Be Omed and Maintained 100 0 50 100 200 r1 5L4 1 inch = 100 ft. un _ SA0361 A NOTES: _ 1. Basis of bearing, horizontal and vertical position derived I from the Texas WDS RTK Network -Texas State Plane S1-•6 G01,S02,C01 Coordinate System, NAD83, North Central Zone (4202). 7.5UE BL-T 2. Selling a portion of this addition by metes and bounds tw t 742748 A1243A F. TREVINO TR 129E 27.593AC/ALL violation of city ordinance and state law and is t subject to fines and withholding of utilities and building 742747 A1243A F. TREVINO, TR 127A, 7.343AC/ALL permits. 1itu= N o 742746 A1243A F. TREVINO, TR 129(HS)D, 129A, 0.793AC/ALL 3. Lot 1, Black X, Lot 1X, Block C, Lot 3X, Block A, ' d (Amenity Center), Lot 7X, Block A and Lot 4X, Block A --��� %' ..�•_ ,• „t �� are to be owned and maintained by the Homeowners' Association. Z PROPOSED Exist Flood Plain i I V AUBREY CREEK ESTATES ' = PHASE 11 f, Prop. Ultimate `i, [ 1 SPRING HILL RI). 100yr Flood r - l O _ �- Line and Easement, I , 3 \, ' L2? ; - r O ♦ 8 33125.00 0 . " t ` PACESETTER HOMES, LLC N 89 5'4-4549' W t`♦ Doc. No. 2018-106723 OPRDCT o PROJECT 1 125.00' LOCATION 32 7.5'UE 2' cQ 125,00' g O Q 31 ml Oocor Easement•-.. ..... �J �` 125.00' I Doc. No. 20t9-150005.. _ `� r = 1 1 - Prop. Ultimate t00yr Flood �- • CD NOTE: to 30 go I �` Plain Luce and Easem nt The overhead power line that bisected thet�T/2. q•1 -� subject property has been abandoned and 125.00' mi !� N=7155029.49 ' \ replaced by Doc. No. 2019-150005 OPRDCT 0 29 N m IS{°e,�E�--�2433194 S � LOCATION MAP 1 125.00' - z t^ N 8815'49` W N ' a ♦ 1" = 20M' 2810.00' I ' 5' (W of Lot IX. Block C) l N B1_10 D' � U O � p .� to to 7 20 3` Z ` h, 15.47' UE � o `�V• ` 7�s•s� 1-J M 0 N 58 4204 1N 2581.36 m'� jv`� +0.00 40.00 40•00 �� 'w�' ��' 40•00' 40•00' 40_0' eL1e t�A (0-I"2Ac.) � Filed for Record ' - '� - _ - - - - - .. - - - - 90.73' PK Nail Fnd. in the Official Records Of: i20'18 N 01'17'56' E Denton County Jay C. McLennan 56•01' On: 5/5/2020 9:13:22 AM Doc. No. 2006-135096 OPRDCT A the PLAT Records AUBREY CREEK ESTATES PHASE Doc Number: 2020-134 Number of P **See plat correction 2020-79937 that corrects lot count to 185 Amount: 100.0Os. 2 not 183 Order#: By: CB APPROVED AND ACCEPTED: yor, City of A rey Attest this, � �g�� day of�pYl � 2020. Wb336 = Jennifer Huckabee, City Secretary *` = City of Aubrey, Texas do 1N/n11011 Rear Property Line 10' Rear 6L 5' Side ' 5' Side 1�Setbock [+Setback F- I I F-- I I H O t( O Io I O o 5' Side V Side 5' Side Setback I I Setback I I Setback 20' Front BL �-- 4---- 4 -- 4040 MVn Front Property Line 7.5' Utility Esmt PD SF-4 TYPICAL LOT DETAIL Not To Scale Rear Property Line 20' Rear Ell. ' 5' Side ' 5' Side [+Setback I Setback 00 1� I 0 I I o � 5' Side 5' Side Setback I I Setback I I 1 I 20' Front' BL 50Min.Min. Front Property Line 7.5' Utility Esmt Not To Scale FINAL PLAT 183 Residential Lots and 6 HOA Lots 35.671 ACRES OUT OF THE F. TREVINO SURVEY - ABSTRACT NO.1243 IN THE CITY OF AUBREY, DENTON COUNTY, TEXAS OWNER / DEVELOPER ENGINEER / SURVEYOR PACESETTER HOMES, LLC Spiars Engineering, Inc. 6950 TPC Drive, Suite 100 765 Custer Road, Suite 100 McKinney, TX 75070 Plano, TX 75075 Telephone: (972) 446-59560 Telephone: (972) 422-0077 Contact: Blake Friesenhahn TBPE No. F-2121 Contact: Kaleb Gilbert Scale: 1"=100' December, 2019 SEI Job No. 18-031 STATE OF TEXAS § COUNTY OF COLLIN § OWNERS CERTIFICATE WHEREAS PACESETTER HOMES, LLC, is the owner of a tract of land situated in the F. Trevino Survey, Abstract No. 1243, in Denton County, Texas, the subject tract being part of a tract conveyed to Pacesetter Homes, LLC according to the deed recorded in Document No. 2018-106723 of the Official Public Records, Denton County, Texas (OPRDCT), with the subject tract being more particularly described as follows: COMMENCING at a 1/2" iron rod with plastic cap found on the east line of U.S. Highway 377, a dedicated public right-of-way, for the northwest corner of a tract conveyed to Jay C. McLennan by deed recorded in Document No. 2006-135096 OPRDCT; THENCE S 88'42'04" E, 300.02 feet along the north line of said McLennan tract to the POINT OF BEGINNING of the subject tract, a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; THENCE through said Aubrey Realty tracts, the following: N 01'56'14" E, 418.07 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; N 02'16'57" E, 184.29 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; A non -tangent curve to the left having a central angle of 09'59'33", a radius of 225.00 feet, a chord of N 83'34'22" W - 39.19 feet, an arc length of 39.24 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; S 84'36'19" W, 167.35 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; S 89'42'47" W, 85.16 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; And S 45'59'52" W, 14.46 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set on the east line of U.S. Highway 377, a variable width right-of-way; THENCE N 02'16'57" E, 85.08 feet along said right-of-way to a 1" iron pipe found for the southwest corner of a tract conveyed to Jack S. Hopper, recorded in Doc. No. 2001-091486 OPRDCT; THENCE N 89'42'47" E, 1599.67 feet along the south line of said Hopper tract to a 1/2" iron rod with plastic cap found for the southeast corner thereof; THENCE N 01'44'11" E, 308.88 feet along the east line of said Hopper tract to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; THENCE departing said line, through said Pacesetter Homes, LLC tract, the following: N 88'15'49" W, 130.00 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; N 01'44'11" E, 519.28 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; And N 44'22'10" W, 13.87 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set on the south line of a 30 foot wide Access Easement, created in Volume 741, Page 51, Deed Records, Denton County, Texas; THENCE N 89'28'42" E, 68.86 feet along the south line thereof to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; THENCE departing said line, through said Pacesetter Homes, LLC tract, the following: S 42'07'39" W, 13.60 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; S 01'44'11" W, 110.09 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; S 44'23'34" E, 13.86 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; S 00'31'50" E, 50.00 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; S 89'28'42" W, 1.98 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; S 45-36'26" W, 14.42 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; S 01'44'11" W, 540.07 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; S 88'42'04" E, 195.55 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; S 01-44'11" W, 91.56 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; S 88'42'04" E, 100.00 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; S 01*18'01" W, 120.00 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; S 88'42'04" E, 95.25 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; S 01*17'56" W, 430.00 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; S 88-42'04" E, 110.00 feet to a 1/2" iron rod with plastic cap stomped "SPIARSENG" set; N 46'17'56" E, 14.14 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; S 88'42'04" E, 50.00 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; S 43'15'38" E, 14.25 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; A non -tangent curve to the right having a central angle of 08'42'44", a radius of 325.00 feet, a chord of S 82'34'55" E - 49.37 feet, an arc length of 49.42 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; A reverse curve having a central angle of 10'28'31", a radius of 275.00 feet, a chord of S 83'27'49" E - 50.21 feet, an arc length of 50.28 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; S 88'42'04" E, 10.91 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; N 01'17'56" E, 110.00 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; S 88-42'04" E, 250.00 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; S 1'17'56" W, 110.00 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; And S 88'58'38" E, 161.90 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set on the west line of a tract conveyed to G & S Landscaping, Inc., recorded in Document No. 1997-7935 OPRDCT; THENCE S 01'02'20" W, 160.00 feet along the west line thereof to a PK nail found on the north line of said McLennan tract; THENCE N 88'42'04" W, 2581.36 feet along the north line thereof to the POINT OF BEGINNING with the subject tract containing 1,553,808 square feet or 35.671 acres of land. NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That, PACESETTER HOMES, LLC, does hereby adopt this plat designating the hereinabove described property as AUBREY CREEK ESTATES PHASE 1, an Addition to the City of Aubrey, and do hereby dedicate to the public use forever the streets and alleys shown thereon and do hereby reserve the easement strips shown on this plat for the mutual use and accommodation of garbage collection agencies and all public utilities desiring to use or using same. Any public utility shall have the right to remove and keep removed all or part of any buildings, fences, trees, shrubs, or other improvements or growths which in any way endanger or interfere with the construction, maintenance or efficiency of its respective systems on any of these easement strips and any public utility shall at all times have the right of ingress and egress to and from and upon the said easement strip for the purpose of constructing, reconstructing, inspecting, and patrolling, without the necessity at any time of procuring the permission of anyone. This plat approved subject to all platting ordinances, rules, regulations and resolutions of the City of Aubrey, Texas. Witness this - day of �( ,ffftJL{�o��,/ 2020. PACESETTER HOMES, //LLC /J STATE OF TEXAS § COUNTY OF COLLIN § BEFORE ME, the undersigned authority, on this day personally appeared Tom Lynch, 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 � day of JaVI L4CLY .1 2020. I J. ll a ,L& [ ea. L Litn CCA i � Notary Public, State of Texas J��- SURVEYOR'S CERTIFICATE ; s7 41:- J KATHLEEN WYCOFF My NotKy ID # 8692532 Expires OclotiN 15, 2022 That I, Darren K. Brown, of Spiars Engineering, Inc., 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 Subdivision Regulations of the City of Aubrey, Texas. '' Dated this the /0 day of J rTIN � 2020. OT DARREN K. BROWN, R.P.L.S. NO. 5252 CDARREN K. BROWN WN 252 0 UR 0 anen.brown® piarsengineerng.com 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 Darren K. Brown, 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 some for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the /elday of 2020. ."11°..� MELINDA KING SMITH �PaY Poa'a Notary Publi , State of Texas Notary Public, State of Texas Comm. Expires 00-15-2021 Notary 10 131173go5 FL ENT THE STATE OF TEXAS § COUNTY OF COLLIN § This plat is hereby adopted by the Owners and approved by the City of Aubrey (Called "City") subject to the following conditions which shall be binding upon the Owners, their heirs, grantees, successors and assigns: The area or areas shown on the plat as "Floodplain Drainage Easement" shall remain unimproved at all times and be maintained by the Owners of the lot or lots that are traversed by, or adjacent to the said Floodplain Drainage Easement. The area within the Floodplain Drainage Easement is subject to storm water overflow and bank erosion to an extent that cannot be defined. The City shall not be held liable for any damages of any nature resulting from the occurrence of these natural phenomena. The City will not be responsible for the maintenance and operation of the Floodplain Drainage Easement or for any damage to private property or person that results from the flow of water within the Floodplain Drainage Easement. No obstruction to the natural flow of storm water shall be permitted by construction of any type within the Floodplain Drainage Easement unless approved by the Director of Engineering Services. Each property owner shall keep the portion of the Floodplain Drainage Easement traversing or adjacent to his property clean and free of debris, silt, and of water. The Ci ty shall have the any materials that would result in unsanitary conditions, or obstruct the flow y right of ingress and egress for the purpose of inspection and supervision of maintenance work by the property owner. Provided, however, it is understood that in the event it becomes necessary for the City of erect or consider erecting any type of drainage structure in order to improve the storm drainage that may be occasioned by streets and alleys in or adjacent to the subdivision, then in such event, the City shall have the right to enter upon the Floodplain Drainage Easement at any point, or points, to investigate, survey or to erect, construct and maintain any drainage facility deemed necessary for drainage purposes. The natural drainage through the Floodplain Drainage Easement, as in the case of all natural channels, are subject to storm water overflow and natural bank erosion to an extent which cannot be definitely defined. Building areas outside the Floodplain Drainage Easement line shall be filled to a minimum elevation as shown on the plat. The minimum floor elevation for each lot shall be as shown on the plat. LIEN HOLDER: First United I SVP, Director of Builder Finance 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 Wendell Gamble, 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 some for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the (J day of 76k_n1 A 0JA J . 2020. 4114111• BRITTANY STEPNENS Notary Public, State of Texas Sta e of Texas =:,a Comm. Expires 03 03-2020 No ar Public, y '"'a;+'o► r°° Nolaty ID 130567661 Lot Area Table Lot # Block # Square Feet 1 A 5,049 2 A 4,926 3 A 4,944 4 A 4,968 5 A 4,986 6 A 5,004 7 A 5,022 8 A 5,040 9 A 4,995 10 A 6,629 11 A 13,756 12 A 6,880 13 A 5,334 14 A 4,800 15 A 4,800 16 A 4,800 17 A 4,800 18 A 4,800 19 A 4,800 20 A 4,800 21 A 4,800 22 A 6,104 23 A 4,800 24 A 4,800 25 A 4,800 26 A 4,800 27 A 4,800 28 A 4,800 29 A 4,800 30 A 4,800 Lot Area Table Lot # Block # Square Feet 1 G 4,924 2 G 5,000 3 G 5,000 4 G 5,000 5 G 5,000 6 T G 5,000 7 G 5,000 8 G 5,000 9 G 5,000 10 G 5,000 11 G 5,000 12 G 5,000 13 G 6,250 14 G 5,000 15 G 5,000 16 G 5,000 17 G 5,000 18 G 5,000 19 G 5,000 20 G 5,000 Lot Area Table Lot # Block # Square Feet 31 A 4,800 32 A 4,800 33 A 4,800 34 A 4,790 35 A 7,062 36 A 8,452 37 A 11,420 38 A 5,844 39 A 6,000 40 A 6,000 A 6,000 F43 A 6,000 A 6,000 44 A 6,683 45 A 5,517 46 A 4,800 47 A 4,800 48 A 4,800 49 A 4,800 50 A 4,800 51 A 4,800 52 A 4,800 53 A 4,688 54 A 10,257 55 A 10,013 56 A 5,454 57 A 4,778 58 A 4,800 59 A 4,800 60 A 4,800 Lot Area Table Lot # Block # Square Feet 21 G 5,000 22 G 5,000 23 G 5,000 24 G 5,000 25 G 5,000 26 G 5,000 27 G 7,892 28 G 7,614 29 G 6,250 30 G 6,250 31 G 6,250 32 L33 G 6,250 G 6,250 Lot Area Table Lot # Block # Square Feet 61 A 4,800 62 A 4,800 63 A 4,800 64 A 4,800 65 A 4,800 66 A 4,800 67 A 4,800 68 A 4,800 69 A 6,000 70 A 4,800 71 A 4,756 72 A 4,547 73 A 4,411 74 A 4,400 75 A 4,400 76 A 4,400 77 A 4,400 78 A 4,400 79 A 5,500 80 A 5,500 81 A 5,500 82 A 5,500 83 A 5,500 Lot Area Table Lot # Block # Square Feet 1 B 9,697 2 B 4,800 3 B 6,000 4 B 4,800 5 B 4,800 6 B 4,800 7 B 6,550 8 B 7,500 9 B 7,500 10 B 7,500 11 B 7,500 12 B 7,500 13 B 7,500 14 B 7,500 15 B 7,500 16 B 7,500 17 B 7,500 18 B 7,500 19 B 7,500 20 B 7,500 21 B 7,500 Lot Area Table Lot # Block # Square Feet 1 D 7,336 2 D 5,107 3 D 5,107 4 D 5,107 5 D 5,107 6 D 5,107 7 D 5,107 8 D 6,550 9 D 5,950 10 D 4,800 11 D 4,800 12 D 4,800 13 D 4,800 14 D[4,800 4,800 15 D 16 D 4,800 17 D 5,950 Lot Area Table Lot # Block # Square Feet 22 B 7,750 23 B 6,448 24 B 6,448 25 B 6,448 26 B 6,448 27 B 7,917 28 B 9,698 29 B 9,629 30 B 9,560 31 B 9,491 32 B 9,421 33 B 9,352 34 B 9,283 35 B 9,214 36 B 9,145 37 B 9,075 38 B 9,006 39 B 8,937 40 B 8,868 41 B 8,878 FINAL PLAT Lot Area Table Lot # Block # 5quare Feet 1 E 5,950 2 E 4,800 3 E 4,800 4 E 4,800 5 E 4,800 6 E 4,800 7 E 4,800 8 E 4,800 9 E 5,950 Filed for Record in the Official Records Of: Denton County On: 5/5/2020 9:13:22 AM In the PLAT Records AUBREY CREEK ESTATES PHASE Doc Number: 2020-134 Number of Pages: 2 Amount: 100.00 Order#: By: CB Wit 1� 1'' 1: C l!' l :1 :1 1: 1 _W l l: is 1 1. i 1 183 Residential ]Lots and 6 I-I®A Lots 35.671 ACMES OUT OF THE F. TREVINO SURVEY - ABSTRACT NO. 1243 IN THE CITE' OF AUBREY, DENTON COUNTY, TEXAS OWNER / DEVELOPER PACESETTER HOMES, LLC 6950 TPC Drive, Suite 100 McKinney, TX 75070 Telephone: (972) 446-59560 Contact: Blake Friesenhahn Scale: 1"=100' January, 2020 ENGINEER / SURVEYOR Spiars Engineering, Inc. 765 Custer Road, Suite 100 Plano, TX 75075 Telephone: (972) 422-0077 TBPE No. F-2121 Contact: Kaleb Gilbert SEI Job No. 18-031