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SA0408AIMO Betty, LP Doc. No. 2016-62001 OPRDCT i --� Drainage Easement Doc. No. 2013-96887 water Easement Doc, No, 2014-121894 REDFEARN ROAD 5/8" CIRF 3 Garland and Terri Wilson Doc. No. 2010-44908 OPRDCT Doc. No. 2009-73486 OPRDCT `J I Drainage Easement Easement Doc. No. 2013-96887 -_J 20' Water and Sewer Esmt � I [St, No. 2014-121891 OPRDCT 100 0 50 100 200 1 inch = 100ft. LOCATION MAP NOTES Basis of bearing, State Plane Coordinate System, Texas North Central Zone 4202, North American Datum of 1983. Adjustment Realization 2011, 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. No part of the subject tract is located in a 100 year Flood Plain or in an identified "flood prone area" as defined pursuant to the Flood Disaster Protection Act of 1973, as amended, as reflected by Flood Insurance Rate Map Panel (FIRM) Map No. 48121CO265G dated April 18th, 2011 prepared by the Federal Emergency Management Agency (FEMA) for Collin County, Texas. This Section of Running Branch is not currently mapped as FEMA Special Flood Hazard Area. Boundary Curve Table Gurve # Length Radius chord Chard Bearing Delta BC3 50.28' 275.00' 50.21'7N82-34"55" 749" W 10'28'31" BC4 49.42' 325.00' 49.37' W 8'42'44" Lot Line Table Line >< Length Direction L25 21.51' N 45'15'31" E L26 14.34' N 45'15'31" E L27 14.14' N 4428'42" E L28 14.14' S 45'31'18" E L29 14.14' S 43'57'40" E L30 14.14' N 46'02'20" E L31 14.14' S 43'57'40" E L32 14.14' S 43'57'40" E L33 13.95' S 44'44'29" E L34 13.86' S 44'23'34" E L35 13.86' S 4423'34" E L36 14.42' N 4536'26" E L37 13.95' S 4444'29" E L38 14.14' S 4342'04" E L39 14.14' S 45'31'18" E Michael D. Arnold Doc. No. 2019-75240 OPRDCT ..... I ... ....... ROW Dedication Doc. No. 2018- LEGEND (Not all items may be applicable) a 1/2" IRON ROD WITH PLASTIC CAP STAMPED "SPIARSIEN SET, UNLESS OTHERWISE NOTED IRFECAPPED OD FOUND CIRf OUND IRON ROD FS:%! CMOL MONUMENT UE EASEMENT BL R.O.W P.O.BINGMin. FFLOOR ELEVATION BL BUILDSTREENGE � BLOCKN DRDCT DEED RECORDS, DENTON COUNTY, TEXAS PRDCT PLAT RECORDS, DENTON COUNTY, TEXAS OPRDCT OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS APPROVED AND ACCEPTED: L4 - Mayor, City of Aubrey Attest this, day of ' t -'�r -` 2022. City Jennifer Aubreyb TexasCity Secretary y CiF AuQ9i;, C)er; ; OFFICIAL _+ SEAL ' '�9Gd7EY�•`�� �PC�;`` r''1�iltti4+�� Lot Line Table Line # Length Direction L40 14.14' N 44'28'42" E L41 14.14' N 46'02'20" E L42 188_53' N 89'58'37" W L43 94.82' N 38'46'36" W L44 43.20' N 01*44'11" E L45 25.95' S 60'00'22" E L46 19.14' S 41'01'38" E L47 60.75' S 88'57'40" E L48 10.00' N 88'57'40" W L49 15.16' N 01'02'20" E L50 40.00' S 88'57'40" E L51 13.47' N 01'02'20" E L52 40.00' S 88'57'40" E L53 10.00' N 00'31'18" W L54 54.47' N 89'28'42" E Boundary Line Table Line # Length Direction BL1 161.90' N 88'42'04" W BL2 110.00' N 01-17'56" E BL3 250.00' N 88'42'04" W BL4 110.00' S 01'17'56" W BL5 10.91' N 88-42'04" W BL6 14.25' N 43-15'38" W BL7 50.00' N 88-42'04" W BL8 14.14' S 46'17'56" W BL9 110.00' N 88'42'04" W BL10 95.25' N 88'42'04" W BL11 120.00' N 01'18'01" E BL12 loom' N 88'42'04" W Boundary Line Table Line # Length Direction BL13 91.56' N 011'44'11" E BL14 195.55' N 8842'04" W BL15 14.42' N 45'36'26" E BL16 1.98' N 89-28'42" E BL17 50.00' N 00'31'50" W BL18 13.86 N 44'23'34" W BL19 110.09' N 01'44'11" E BL20 13.60' N 42-07'39" E BL21 120.10' N 89'28'42" E BL22 13.87' N 44-22-10" W BL23 130.00' N 8815'49" W Lot Curve Table curve # Radius Delta Length Ghord Bearing Ghord C5 60.00' 16815'51" 176.21' N 0712'23" E 119.37' C6 40.00' 090'00'00" 62.83' S 43'57'40" E 56.57' C7 50.00, 16518,010 11414 25' N 44'44'29" W 99.18' C8 50.00' 182'42'24" 159.44' N 44-44'29" W 99.97' C9 50.00' 04252'05" 37.41' N 68'02'39" E 36.54' C10 20.00' 042.52'05" 14.96' S 68-02'39" W 14.62' DTC Ventures, Ina Doc. No. 2020-148733 OPRDCT c'. / ROW Dedication / / oyQO ROW Dedication Doc. No. 2018-106368 + ,� Doc. No. 2018-106367 / 20' Cater Easement / / i-- �o� / ROW Dedication Doc. No. 2019-150005 / / / / Doc. No. 2018-106570 P.O.B. BL22 TRACT 2 Lot 1X, REDFEARN ROAD E3L21 I BL20 / Block G N 5G 25'42" E - 1071 -72' Weldon Wilson Doc. No. 2009-248 OPRDCT ROW Dedication Doc. No. 2018-106369 Lot 1X, Black H 1/2' CIRF _ (CM) { N=7155773.63 1 j E=2434106.26 I t Be_v._665.99_1 I 5/8' IRF I / - - - CM 1 21 N89'2842, 125.1b 1 ^ 40�' 40.00E 40.00 40.W 40.00' 40.00' 40.00 40.00 40.00 40.00' 40.E 40.00' 40.00' 40.00 40.00 40.00'- ;;, g 411601 40.00 40.00' 4 06o 10S T 51.65' 1 N=715576225 r1 N88-15'49"W I d $ S= 8 UE E=2432845.57 I of 125 (10' I �' o 0 0 0 0 0 0 0 0 0 0 m 0 1 2_ 3_ 4 5 ob 6 l Oe_v:66a.a71 0l 75' _ 1- $ 2g 30 4oe So9 hoe 70 8g 90 1Q o 120 13g 148Ei5o 160 17� snBow S O o - p 4/1y� UE ^ o• o o• o o. o• o. o` o 6 0• o° °f 25' 15' N• o° N" oo •� .115 1h m O 125.00' ` O O` O" ^ N N f f N N N N N I �I uE ^ ^ - - - ----. �_ 20' BL - - -- ^ ^ _ z ar Lu z ^ ^ z ? ^ O r ---- ---- --- [T1 G NOTE: 20' BL oa o.00, i i 4o G 175 _- z o E The overhead power line that bisected the 125.00' 43.95' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00'--40.00'--40.OD' 40.00' 40.00' 40.00' 40.00' Q !Y 4U.00' 4000' 40.00' 3515 27'?2' >0 15Nj subject property has been abandoned and g1 m BL18 t J 1- L27 J �I t--7.02' S q66 replaced by Doc. No. 2019-150005 OPRDCT N lzsoo' *, BL16 J _ 254c v - mu _ asa.73' - c v N89'28'42'E U cA L26 m = Q i o Ni' 7 _ M PRE51DIO STREET m U 926.39' U 207.44' L25 g m 1 �I 38 1 108.11' - N 110.09'- - �44.22' 30.00'--50.00' -50.00` 50.00'- 30.00' 50.00'- _50_DO'- - 50.00'-50.00'- -50.00'- - 58.23' 11 L24' o m N70 BL , 50' Ow w 2s.00' do BL 15103 104 21.02' ud I�- 20' BL $ DE 37 6- I SW15'49"E "� 120.00' "' 25' 25' w 21.07'120.00' 8 0 -I sl N o N8B'15'491Y r° o 0 0 8 $ g o 0 o b _ m� o it 125.00' N 113 120.00' 105 S F- o 0 0` a5. o o $ o 0 of LU g o g 120.00' W W 1 <" b o n "`3 ` '9i ' o` 9' o ,4i ' ,oi ' ,9i n o g 9 � _ ? 102 W 1 0 $ _ 50' Ow 120.00' T If N 2^ 3^ 4^ 5^ 6^ 7^ 8f 9 0^ 1l. 2so6o' I� N 1 20.00' $ 106 8 1 2s' zs $ 0 ,�+ ° o ` N N 1 ur 1 120.00' o 31 35 cTg 1Y IS 101 e 120a00' OZ d 59.35' 50.00' 50.00' SO.W' 50.00' 50.00' 50.00' 50.W 50.00' 50.00' 50.00' 64.68 / f 1 125.00' 120.00' "' 8O 107 S N 55.07' 50,00' 50.00' 50.00' 50.00' 50.00' 80.28' 118.63' 120.04' 8 ° 11 -81 A W C 1 m N8921 42'E is 0 3 120.00' W < ? 1 3 75' < 120.00' / �I lzs�6u.s 00 $ S m m II 30� �� O m uE 08 0 8 � 1 y g o m ? N8857'40"A I $ O g SB8 '49'E 10' 120.00' " 120.M, `" g U °o" n o ,�' $ o g n o io '23 120.00' 120.0012 20' Onwr Easement I uE I' 9 "' M �' ^ o = _ o Doc. No. 2019-150005 0 $ 1 .5 z ^ z {� 14 Running Branch o9 s ^ s 0 99 $ o UE 2D' BL^ h1bjLco Lu 13 $ 'a o 120.00' < - - N 0� 120.00' 3 120.00• - - - -- -8.39' 46.34' JS 1a�. ° 120.00' S �� I _ ' $ 1 0 0 50.20'-50.00' - 50.00'- 50.p0'-50.00' 43.65' (•8 '�i, o ,on $ m ff Loll 1 c I ^ r'g a 120,00' a L34 N8928'42% 375,84' Fs 8m �„ 22 N 15 � 14 g O t' 0 6510 9 8 ca I o, Z 120 00' - - - p) zo.00' s Yn= 0 Q s �z R111 !� SW57'40"EN S88'IS'49'E 120.00' < L54 50.00'-50,00' 52.72'- ---110.04' - '2 115.83' N88'15'49"W - - - -- - -- -- --- W ^�' 21 0 BL23 s2,r w 20' Bq 1 s z o W C 2 3 14 g 23.36' 130.00' 33 1 �� Detention Pond A 'noCi '� Drainage Easement o O o g ua - `o N8857'40'W 1 Z. o 0 20 1 �� Block Lot , 651.4 �i.0 651.0 ^ Q 116 �, d N 130 W' o m 1 _II N 120.00' o SB8'57'40'E 32 I �� - _ _ L _ 50.00' 50.00' 49.46' I o M 1 9 $ Z L_ 42 N89'28'42'E, 149.46' 7.5 UE-rl N ,s Jack 5. Hopper -� \N . S01'02'20Y1 g 6N.wns 117 b �'2- ,2D.00'_10_BL Doc. No. 2001-091486 OPRDCT 31 120.00' °^ \ \ 85T 44.42' BLANCO 5.�ET I Ultimate t00yr Fully Developed Flood N840°W Plain per Approved Flood Study by m 130.00` u 300,00' ' Cardinal Strategies-#� /� L 1 -- - 30 1 \ Dated: August 6th, 2018. v �`( � y 50.00'_ 20 U� - g 16 17 18 BL14 \ 0 5 1� 3 Lei119 29 a cY1 �>v \C � O Q g,18g 20.00 Block A [f] ` ' H 120 Lot 3X I= N < 0120.00 649.9 28 1 121 N88'42'04'W 1 12000' a I 17 18 19 20 21 22 23 24 25 26 27 1 BL 12 50.00' 50.00' 50.00' SW57 �.�' 50.00, 40" 122 0 649.6 s7 9s_ ® 93 92 Q 120.00' Aubrey Creek Estates' -A 95 8 94 8 g 91- n o - - $ , $ 649 Phase 1 N g g 949.5123 NFF=651.5 NFF=6513 NFT=851.1 MFF=651.0 NFF=651.0 z i 120.00' 20' BL Doc. No.2020-134 50.00'- 50.00' 5000'- 5000'-5'F15.24G�P`7lw $ or of .� S 120.0015 gI / N I S 16 o z5 120.00' Y = UE O I 31 120,00' O N 56657'40'E 110.00'- - 10' BL i7'40" W 445.00' 1 145.00' , 8 132 DL g S8857'40"E V 7.5, UE 120.00' 120.00 31 S� Ian g 56 �w 130 0 g 120.00' a zs' 1s' • o $ oc-' 120.00'29 $ O 128 8 o 120.00' �S88'57'40'E 1` Lot 2X, �211 Block A a, +�E_ 1 v m L47 CONCHO STREET - CONGFI©S 88'42'04° E-_ I yard - - --}-' �J- 7.5 UE -STREET --145.00'--- 8-�L f hC \ o ------ I - _ _ /5 S8934'57•E e 45 Io i I \I `?d97•_ 254438I 28.91' Ca 0 44 a5 �18 -8 so' w 120.00' 6127 120.00' � $ MFF= 25' 25' c650.0 90 �15' Sanitory 126 8 48 1 16 1 2 IS 1'42'04'W o I 120.00' .I 1 Sewer Esmt. i3 124 12 O • N -J . N ^ YFF 43 2 120.00' 3 1 Lot 1X, IN _ 15 $ YFF= S P "i o • �' `" 647.0 I w 47 ' 3$ o o q 6a9.5 89 1 1 Block A to M N a 3 1 6 o T ej 1¢ w 1 3 1 Q 120.00' < ,�> m S II W.2 647.1 647.1 40 " f 42 O $ O oI 15' UIE.---I 14 4 ors'`" g YFf= o "' ` 40.00' L: Q48 cn r. lT1 g 15 00' 1e W „o-, N 649.0 88 1 1 A 40.00' 40.00' L50 a w It 120.00' Z I 120,00' O 1 1 S885739'E 49 IN 41 w 13 v o to 8 49 i o $ 14120.00" o �5 ^87 oS' ,i 5 z N I b W 120.00' A 1 40 50 6 13 a Z O " NI O 11 I t_ 0 120.00' OC � 54 8. o 6 0 86 o 51 I 7 13 o 17 S , 120.00' ' 1i 1 39 Z ' 120.00' 3 la L__________. I 7 10 i B s o sa7s ' BL3 `ov1 6,. 52 120.00' 120.00' Cr ry `S `� \5 S�`�os� 38 SW42'04'E 8 9 1 9 8 p'az'oa'w 8 0 84 83 82 61 ��� 1 Saes 53 o o0 80 79 [Q ------_ lo_DL ,s. BLS za'ec i \ --------�_ BLQ �E- 37 54 - - -- 32 I 33 ( 34 I 35 \ 36 Rear Property Line 10' Rear BIL I 1 5' Side I I 5' Side I'Setback Metback F_ _J o I _J 4o I o 5' Side 5' Side SetbaI Setback 20' Front BL I - -------�----7.5 U.E.---__4- �--------- 40' Min. Front Property Line P11- SF-4 TYPICAL L nT DFTAH BL8 BL6 5L5_ _ - _ LI BG4 BG3 COLEMAN STREET Aubrey Creek Estates 69 O I I 2 I 73 7q 75 7E f base 1 Lot 2X o Doc. No. 2020-134 Block A SA0408A G015S025C01 Jay C. McLennan Doc. No. 2006-135096 OPRDCT 742741 A1243A F. TREVINO, TR 129135 28.984 AC/ALL 742743 A1243A F. TREVINO, TR 129C5 1.571 AC/ALL Rear Property Line FINAL PLAT 20' Rear BL AUILD3 IRIII{�,p'I� A JL��yy CIREEK ESTATLeS PHASE 2 I I 5' Side I I 5' Side 130 Residential Lots and 4 HOA Lots I Setback I Setback 30.613 ACRES OUT OF THE F. TREVINO SURVEY- 0 I � I I- �o I _J Io I ABSTRACT NO. 1243 N 5' Side 5' SIN THE CITY OF AUBREY, DENTON COUNTY, TEXAS Side SetbavI Seib avuck l 20' Front BLI I I I OWNER / DEVELOPER ENGINEER / SURVEYOR -------�_ �7.5' oE.__-- -- PACESETTER HOMES, LLC Spiars Engineering, Inc. so' Min. 2 Greenside at Craig Ranch 765 Custer Road, Suite loot Front Property Line 6950 TPC Drive, Suite 350 Plano, TX 75075 McKinney, Texas 75070 Telephone: (972) 422-0077 PD SF-5 TYPICA LOT DETAIL Telephone: (972) 446-59560 TBPE No. F-2121 #m 1. xa. Contact: Blake Friesenhahn Contact: Tim C. Spiars Ultimate 100yr Fully Developed Flood Plain per Approved Flood Study by Cardinal Strategies Dated: August 5th, 2018. PK Nail Fee, Filed for Record in the Official Records Of: Denton County On: 1/26/2022 1:45.00 PM In the PLAT Records AUBREY CREEK ESTATES PHASE Doc Number: 2022-21 Number of Pages: 2 Amount. 100.00 Order#: By: MK Scale: 1"=100' November 9, 2021 SEI Job No. 18-032 STATE OF TEXAS § COUNTY OF DENTON § OWNERS CERTIFICATE WHEREAS PACESETTER HOMES, LLC, is the owner of the following: TRACT 1 BEING a tract of land situated in the F. Trevino Survey, Abstract No. 1243, in Denton County, Texas, the subject tract being all of Tract 3 conveyed to Pacesetter Homes, LLC according to the deed recorded in Document No. 2018-1067 23 of the Official Public Records, Denton County, Texas (OPRDCT), with the subject tract being more particularly described as follows: BEGINNING at a 1/2" iron rod with plastic cap found on the south line of a tract conveyed to Weldon Wilson, recorded in Document No. 2009-248 OPRDCT, for the northwest corner of a tract conveyed to G & S Landscaping, Inc., recorded in Document No. 1997-79357 OPRDCT; THENCE S 01°02'20" W, 1416.09 feet along the west line of said G & S Landscaping tract to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; THENCE departing said line, along the common line of Aubrey Creek Phase 1, an addition to the Cityf o Aubrey according to the plat recorded in Document Number 2020-134 (OPRDCT), the following, all to 1/2" iron rods with plastic caps stamped "SPIARSENG": N 88'42'04" W. 161.90 feet; N 01 °17'56" E, 110.00 feet; N 88°42'04" W, 250.00 feet; S 1`17'56" W 110 .00 00 feet; N 88'42'04" W, 10.91 feet; A tangent curve to the right having a central angle of 10'28'31", c radius of 275.00 feet, a chord of N 83'27'49" W - 50.21 feet, an arc length of 50.28 feet; A reverse curve having a central angle of 08°42'44", a radius of 325.00 feet, a chord of N 82'34'55" W - 49.37 feet, an arc length of 49.42 feet; N 43'15'38" W, 14.25 feet; N 88°42'04" W, 50.00 feet; S 46'17'56" W, 14.14 feet; Lot Area Table Lot # Bock # 5+ore Feet Acreage 84 A 8,390 0,193 85 A 6 000 0.138 86 A 6,000 0.138 87 ! A 6,000 0.138 88 A I 6,000 I 0,138 89 A 6,000 0.138 90 91 A 6,000+0� 6,000.138 138 A 92 A 6,000 0.138 93 --� 94 A A 6,000 +0.138 6,000 0.138 95 A 6,000 0.138 98 A 6,000 0.138 99 A 6,000 0.138 100 101 A A 6,000 0.138 6,000 0.138 102 6,000 0.138 103 D,4 A A 1 6,740 0.155 + 5,540 0.127 105 A 4,800 0.110 Lot Area Table Lot # B ock # So,uore Feet Acreage 106 1 A 4,800 0.110 - -4 107 A 4,800 0.110 108 109 AA 4,800 A 4,800 0,110 0.110 110 A 4,800 0.110 111 A 4,800 0.110 -. -- 112 A 6,000 0.138 113 A 6,000 0.138 114 A L 6,131 0.141 115 7,882 0.181 116 A 6,000 0.138 .... 117 A 6,000 0.138 118 A 1 6,000 1 0.138 119 A 6,550�0,150 120 121 y 1 A 4,800 A 4,800 0.110 0.110 122 A 4,800 0.110 123 1 A 4,800 0.110 124 A - - - 4,925 0.113 5 - 125 A 1 4,987 0.114 NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS Lot Area Table Lot # Brock # ' Satuore Feet 46,e00e 126 A 5,428 0.125 127 - -i A 7,260 0.167 128 129 ' A 4,800 0.110 A 4 800 0.110 130 A 4,800 0.110 131 A 4,800 0.110 132 A 5,350 0.123 Lot Area Table Lot # Block # Soyore Feet Acreage 10 E 5,950 0.137 11 E 1 4,800 0.110 12 1 E 4,800 1 0.110 13 E 4,800 0.110 14 E 4,800 0.110 15 E .__. 1 4,800 I 0.110 16 1 E 4,800 0.110 17 E 4,800 0.110 18 E 5,950 0,137 Lot Area Table Lot # ''�, Bloc, # 5,ti Feet Acreage 34 35 } G I G '', G I 5,000 0.115 0.11 5000 5 5,000 0.115 I 36 - 37 G 5,000 0.115 38 G 5,000 0.115 39 G 5,000 1 0.115 40 G 5,000 0.115 41 G 5,000 0.115 -- 42 G 5,283 0,121 N 88'42'04" W, 110.00 feet; That, PACESETTER HOMES, LLC, does hereby adopt this plat designating the hereinabove described property as AUBREY CREEK N 01'17'56" E, 430.00 feet; ESTATES PHASE 2, on 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 some. Any public utility shall have the right to remove and keep removed all N 88'42'04" W, 95.25 feet; 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, N 01'18'01" E, 120.00 feet; 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. N 88°42'04" W, 100.00 feet; N 01'44'11" E, 91.56 feet; N 88'42'04" W, 195.55 feet; N 01 °44'11 " E, 540.07 feet; N 45'36'26" E, 14.42 feet; Witness this day of �)OCe.l"yl LV C 2021, PA1-- STATE OF TEXAS N 89-28'42" E, 1.98 feet; §COUNTY OF COLLIN § N 00'31'50" W, 50.00 feet; N 44°23'34" W, 13.86 feet; N 01'44'11" E, 110.09 feet; And N 42°07'39" E, 13.60 feet to the south line of Redfearn Road; THENCE N 89'28'42" E, along the south thereof passing at 532.83 feet the southwest corner of said Wilson tract, and continuing along the south line thereof a total distance of 1071.72 feet to the POINT OF BEGINNING with the subject tract containing 1,265,085 square feet or 29.042 acres of land. TRACT 2 BEING a tract of land situated in the F. Trevino Survey, Abstract No. 1243, in Denton County, Texas, the subject tract being all of Tract 2 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: BEGINNING at a 5/8" iron rod found on the south line of Redfearn Road, for the northeast corner of a tract conveyed to Jack S. Hopper, recorded in Document No. 2001-091486 OPRDCT; THENCE N 89°28'42" E, 120.10 feet along the south line thereof to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; THENCE departing said line, the following: S 44°22'10" E, 13.87 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; S 01°44'11" W, 519.28 feet along the west line of Crockett Street to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; And N 88'15'49" W, 130.00 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set on the east line of said Hopper tract; THENCE N 01'44'11" E, 524.16 feet along the east line thereof to the POINT OF BEGINNING with the subject tract containing 68,424 square feet or 1.571 acres of land. 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 some for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the CL day of I;'.L-(� 11�1 ✓Oi r- h 2021. Mill ': J KATHLEEN WYCOFF Notary Public, State of T 'as My Notary ID # i3692532 Expires October 15, 2022 FLOODPLAIN DRAINAGE EASEMENT THE STATE OF TEXAS § COUNTY OFrn� § D64 Too 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 any materials that would result in unsanitary conditions, or obstruct the flow of water. The City shall have the 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. Lot Area Table Lot # B our # '',, Sayare Feet .Acreage 1 F 7,332 0.168 2 F 6,500 0.149 3 F 6,500 0.149 4 F 6,500 -- 1 0,149 5 F 6,500 0.149 6 1 F 6,500 0.149 7 F 6,500 0.149 8 F 1 6,500 1 0.149 9 F 6,500 0.149 10 F 6,500 0.149 11 F 1 6,500 0.149 12 13 14 F F F t::8 589 6,731 6,420 0.197 I 0.155 0.147 15 F 6,420 0.147 16 17 F F 6,420 - - 6,420 0.147 0.147 18 1 F 7,770 0.178 19 F 7,100 0.163 20 F 6,500 0.149 SURVEYOR'S CERTIFICATE Lot Area Table Lot # I Block # 50uare Feet Acreage 21 F 6 264 0.144 22 F - 9,319 - 0.214 23 F 13,879 0.319 24 F7,292 0.167 ~ 25 F 6,482 0.149 26 r F 4 6,500 0.149 27 28 F F 6,500 6,500 1 �_- - 0.149 to 29 30 F F 6,500 6,500 7,443 -- 0.149 0.171 Lot Area Table Lot # elacK # Soi,.,are Peet Acreage IX G 23,141 0.531 IX H 4,416 0.101 IX IX G A 10,369 �0.238 343,952 l 7.896 Lot Area Table Lot # Bock # So,uare Feet Acreage 1 G 4,617 0.106 }�G 2 4 400 0.101 3 G 4.410 0.101 4 G 4,800 0.110 5 6 6 G 4,800 �4,800 0.110 0.110 7 G 4,800 0,110 8 G 4,800 0.110 9 G 800 4 .1 0 10 10 G 4,800 0.110 11 I _ G 4,800 �0.110 12 1 G 4,800 0.110 13 6 - - 4,800 0,110 14 G 4,800 0.110 15 1� 6 4,800 16 1 G �0.110 4,800 0.110 17 G 4,800 0.110 Lot Area Table Let # � B OGk # '.. SOP Ore Feet '.,.. Aereoge 1 H 4,800 0.110 2 H 4,800 0.110 3 H - 4,800 - 0.110 - 4 H 4,566 0.105 5 H f 7,927 0.182 6 H 10,967 0.252 7H 6,310 0.145 8 H - 4,702 E 0.108 9 H 4,800 0.110 10 4,800 0.110 11 H 4,800 0.110 12 H 1 4,800 0.110 13 H 4,800 0.110 1 14 H 4,800 0.110 15 -1' HH - 4,800 4 0.110 I 16 H 4,800 0.110 17 H 4,800 1 0.110 18 H 7,888 0.181 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 day of /GBF2 2021. "e FFf �- o J DARREN K. BROWN, R.P.L.S. NO. 5252 DARREN K. BROWN 5252 r q7 9 a' Cs51a�0 STATE OF TEXAS § S U RN F darren.brown® COUNTY OF COLLIN § spiarsengineering.com 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 same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND S L OF OFFICE this the lU day of ` ez&m-- oec 2021 Notary Public, State of Texas Faith Nicole Sourber my Commission Expi es # 8/1112025 Nolaryry ID 133262075 LIEN HOLDER: First United�Bank and Trust C�rnpany By:z 4f Wendell Gamble 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 same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN ND ER MY HAND AND SEAL OF OFFICE this the ! day of �iPCP.w1�P.r 2021. Notary Public, ate 0 Te s E,: ERIKA SANCHEZtary lD #125234833 Commission ExpiresJuly 30, 2022 r 130 Residential Lots and 4 IJOA Lots 30.613 ACRES OUT OF THE F. TREVINO SURVEY - ABSTRACT NO. 1243 IN THE CITE' OF A UBREY, DENT'ON COUNTY, TEXAS OWNER / DEVELOPER ENGINEER / SURVEYOR PACESETTER HOMES, LLC Spiars Engineering, Inc. 2 Greenside at Craig Ranch 765 Custer Road, Suite 100 6950 TPC Drive, Suite 350 Plano, TX 75075 McKinney, Texas 75070 Telephone: (972) 422-0077 Telephone: (972) 446-59560 TBPE No. F-2121 Contact: Blake Friesenhahn Contact: Tim C. Spiars November 9, 2021, SEI Job No. 18-032 I I I I I I I I I I I I R � I I 0 AUBREY CREEK I I I 1 iI I I I I I E5TATE5 PHASE 2 Doc. No. 2022-21 PRDCT I I ) I I I I 30 0 15 30 60 I 1 inch = 30 ft. PRE51010 5TREET - - --- - ------ - - -- 50' ROW per plat `-- - - - - --- -- - -- -- Doc. No. 2022-21 PRDCT POINT OF 1/2" CIRF BEGINNING I (CM) N 89W42" E-180.16 I 1/2' CIRF 110.09' 1/2" CIRF104°'610314AZ 43� :120.000' -� I 1 105 0 1 1 LOCATION MAP 1 1 I 1 1'' = 1000' I I 1 1 I I I 102 S 88'15'49" E- 120.00' I I I 1 1 w I I 1 1 lI 1 2 I LEGEND CIRF CAPPED IRON ROD FOUND CM CONTROL MONUMENT (BTP) BY THIS PLAT ROW RIGHT-DF WAY - BL = PRDCT BUILDING LINE_ _ _ STREET NAME CHANGEi BLOCK DESIGNATION ._. _ ----- _ PLAT RECORDS, DENTON COUNTY, TEXAS ULLJ _o a L I 1 g i I I 1 o of 106 I I o a t- 1 L.l oN 1 I W v .-� (N Q o z° i I 1 m I aM N11 AUBREY CREEK >n I S 8815'49" E - 120.00' N ► - a , : E5TATE5 PHA5E 2 i U $ I w ao l3 o I 101 1 1 :E 3 0 :-' -Doc. No. 2022-21 PRDCT 1 I to I I L&N I1I �y m I 1 I c`!Io 107 I l0 11L��Z 1SII O I AUBREY CREEK 1 E o 1 I I E5TATE5 PHASE 2 _ �i j - i S 88'15 49 E- 120.00' a l z I 1 Doc. No. 2022 21 PRDCT . 1 o r 1 30 29 Z �1 I m1 t00 108 I I o n I 1 I NOTES: I 1 I I 1 1 a 1 This amendinglot was 11 I I p prepared without the benefit of a I I S 8815'49" E 120.00' 1 L� 1 1 I 3 commitment for title insurance. No research was I 1 1I o performed for any easements other than that shown on I I 1 o the record plat of this property. Therefore, easements, 1 I agreements, and other documents may exist that affect I 1 o I I Q 1 1 m the subject property that are not shown on this amending x plat. o 109 I o a I 1 99 d 1 1 2. Basis of bearing: State Plane Coordinate System, North ` 1 I I 1 I Texas Central Zone 4202, North American Datum of 1983. I I 1 L - - I Adjustment Realization 201E 1 4912D.00I S 88'15'" E � ' I - - - I I 3. Selling portion of this -addition by metes and bounds is 1 I - _ - - - - - a violation of City ordinance and state law and is subject i I 1 I I i - - -` - - to fines and withholding of utilities and building permits. '-'i o ► I I ' 4. The purpose of this amending plot is to rename Culberson 110 I / Street to Cricket Street. 1 I 98 1 I 1 I I S 88'15'49' E 120.00' I - - - FRIO LANE 50' ROW per plat -- - -- 1 I I Doc. No. 2022-21 PRDCT I 1 I to 1 t 1 I L o S 33"30'41" W 94.95' 1 1/2- CIRF-------- N I (CM) N 88°1549" W 120.00'— N I 1/2' CIRF - - - - - - - - - - - - � I 00 F I 112 cI Lot 1X c \ Block A i b n. SA040 8A _ G 019 S 0 2 9 C 01 - _ - SURVEYOR'S CERTIFICATE - 0 c a STREET NAME CHANGE N O a E NI i n Fl 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 lto- day of 4(/5vsf 2022, 0� T �P SrfR a U) DARREN K. BROWN, R.P.L.S, NO. 5252 DARREN K. BROWN 5252 P 4 y0 darren.brown® SUR`I� spiarsengin eering.corn 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 day of T 2022. Notary Public, State of Texas �^" :Faitoh Nicole Sourber a mmission $111/2025xpires Notary ID 133262075 STATEOF TEXAS § OWNER'S CERTIFICATE . COUNTY OF DENTON § WHEREAS R AS Pacesetter Homes, LLC, and Impression Homes, LLC, are the owners of a tract of land situated in the F. Trevino Survey, Abstract No. 1243, City of Aubrey, Denton County, Texas, being all of Lots 104-111. Block A, Aubrey Creek Estates Phase 2, and all of Culberson Street, created by the final plat thereof recorded in Document No. 2022-21, Plat Records, Denton County, Texas (PRDCT), with the subject tract being more particularly described as follows: BEGINNING at a 1/2" iron rod with plastic cap found for the northwest corner of Lot 104, being on the south line of Presidia Street; THENCE N 89'28'42" E, 180.13 feet along the south line of Presidia Street to a 1/2" iron rod with plastic cap found for the upper northwest corner of Lot 1, Block F; THENCE S 45'36'26" W, 14.42 feet along the upper west line thereof to a 1/2" iron rod with plastic cap found; THENCE S 01'44'11" W, 240.20 feet along the lower west line thereof to a 1/2" iron rod with plastic cap found; THENCE S 33'30'41" W, 94.95 feet crossing said right-of-way to a 1/2" iron rod with plastic cap found to the southeast corner of Lot 111; THENCE N 88'15'49" W, 120.00 feet along the south line of Lot 111 to a 1/2' iron rod with plastic cap found for the southwest corner thereof; THENCE N 01*44'11" E, 324.22 feet along the west line of Lots 111 through 104 to the POINT OF BEGINNING with the subject tract containing 53,719 square feet or 1.233 acres of land. NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS. That We, PACESETTER HOMES, LLC, and IMPRESSION HOMES, LLC, do hereby adopt this amending plat designating the hereinabove described property as AUBREY CREEK ESTATES PHASE 2, 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 some. 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. L Witness our hands at T•�rra i County, Texas, this V day of _, 0cm 'As 2022. IMPRESSION E*LLC BySteve L n Presid STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared Steve Lan ride known to m Langridge, e 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 tons therein expressed and in the capacity therein stated. GIVEN 4Y,tHAND AND SEAL OF OFFICE this the 4 3 day of A� 15 2022. Notary e of Texas1.ao Use Osbum My Commission Expires rl� 1IMM023 PACESETTER HOMES, LLC ID No. 393Tr70 By: Tom Lynch, Presi t STATE OF TEXAS § COUNTY OF TRAVIS § BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, 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 some for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day of1,t12022 Notary u Ic, State of Texas J KATHLEEN WYCOFF ''; •: My Notary ID # 8692532 „t ExP. of <�;.'•-' ryes October 15, 2022 APPROVED AND ACCEPTED: J_44c1 Mayor, City of Aubrey Attest this, /�� day of 'I 2022 Jennifer Huckabee, City Secretary \k% OF�AUQ���r` City of Aubrey, Texas 'hSA.........",•'?.•moo '' OFFICIAO- = SEAL ' ••�\\ s Ci •l� A' A 'k41R1'VnTT`,Tr TAT A'P AUBREY CREEK ]ESTATES PHASE 2 BEING 1.233 ACRES IN THE F. TREVINO SURVEY, ABSTRACT NO. 1243 CITY OF AUBREY, DENTON COUNTY, TEXAS OWNER/APPLICANT OWNER/APPLICANT ENGINEER/SURVEYOR Impression Homes, LLC Pacesetter Homes, LLC Spiars Engineering, Inc. 420 N. Carroll Ave., Ste. 150 2 Greenside at Craig Ranch 765 Custer Road, Suite 100 Southlake, Texas 76092 6950 TPC Drive, Ste. 100 Plano, TX 75075 Telephone (682)438-9354 McKinney, TX 75070 Telephone: (972) 422-0077 Contact: Steven Pepper Telephone: (972) 446-59560 TBPELS No. F-2121 and No. F-10043100 Contact: Blake Friesenhahn Contact: Darren K. Brown, RPLS Scale: 1' = 30' August, 2022 SEI Job No. 22-173