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SL4197A
I , I I 10' UTILITY ESMT. I _ VOL. 2546, PG. . i z I 30' ACCESS ESMT. _ _ D.R.D.C.T. � CROW- BILLINGSLET UMF PLANO, LTD. DOC. NO. 2020-205357 DRAINAGE ESMT. / LOT 1, BLOCK 1FEMA I w THOMAS A. WEST SURVEY ABSTRACT N0. 1344 O.R.D.C.T. DOC. N0. 2020-205360 BRAZOS SUBSTATION ADDITION LOMR DATEDDP09121P 20 CROW-BICLINGSLET UMF PLANO, LTD. O.R.D.C.T. D.C,T. DOC. NO, 2020-431 / / DOC. N0. 2011-114778 V I z DOC. NO. 201 1-1 14778 P.R.D.C.T. / ` O.R.D.C.T. _� I I C)I O.R.D.C.T. 30' ACCESS ESMT. w' �b DOC. NO. 2020-205364 z 1 /2"IRF DOC. NO. 2020-205359 '� w O.R.D.C.T. P w 5/8" YELLOW CAPPED IRF Q4 c O I I ti w a' THOMAS A. WEST SURVEY ---- / �'V �; I THOMAS A. WEST SURVEY / I ABST. NO. 1344`- o C> i 50' _ i - 50 ABST. N0. 1344 3/4'° IRF Q > ci _ F v z o �-- — �- ` I ' 5/8„ YELLOW m I ° „ 1b — — — — I 10o N88.43'38"E DAVID ANDREW SURVEY /?„CIRF oc4ia_ i 'P ,P CIRF AZB 25' 104.08 CIRF ABST. NO. 18 i KHA S 86'48'08" E 554.34'Lf 3.66' ! CIRF i 10' ---- _ S. _ ! 10' TUEE 5' B.L. (BY THIS PLAT) - --L- - - - . VOL. 2580, PG. 479 SEE DETAIL E ON SHEET 2 - - ( ! ROAD ESMT ONCOR � � //�I I CIRF D.R,D.C.T. ; I�BY THIS PLAT} I DOC. NO. 2004-125222 I I I ! ROAD ESMT ONCOR LOT 1, BLOCK 1 I DOC. NO. 2004-125223 r 10' UTILITY ESMT. I I--�-10' PRIVATE U.E. O.R.D.C.T. j I I VOL. 5366 PG. 982 VOL. 2580, PG. 474 . i BY THIS PLAT A �---�� - - - _ - I i AUSTIN RANCH CAB. VU PC. LION ADDITION 170 ROW ( ) 170' ROW VOL. 5366, PG. 982 / t I - - - - - ' / D.R.D.C.T. VOL. 2546, PG. 832 R= 2,049.00 ' I I I \ I I ! ! TXU ELECTRIC DELIVERY D.R.D.C.T. A= 01,V07'46" ; I I ACCESS ESMT. TXU ELECTRIC DELIVERY D.R.D. — _ P.R.D. T. I I DOC. N0. COMPANY ` �� i ONCOR ELECTRIC DELIVERY COMPANY , j � COMPANY A= 505.29' ; I , VOL. 588, PG. 91 ( r r ' DOC. NO. 2003-104287 �t NI IN I 2020 - 205358 VOL. 535, PG. 321 / ii / I ! CHB= N 05 07 47 E / 0- i O.R.D.C.T. ` i I D.R.D.C.T. . � � � � O.R.D.C.T. D.R.D.C.T. / � .�• � I o_ i ✓� -i i I5 WATER LINE ESMT TXU ELEC w it _ _/�V DRAINAGE EASEM'ENTm / !DELIVERY CO. 8x70' V.T.E. ! / ' 1 SEE DETAIL D =I r7 ' I ' ;I '� .. � i �qI BY THIS PLAT �'- r7 IDOC. N0. 2004-125224 r7 BY THIS PLAT)( ) } I ;O.R.D.C.T. i\ 30 ACCESS ESMT. i FLOODPLAIN ESMT DOC. NO. 2020-205358 _DOG. N0. 2020-205363• SEE DETAIL D ! I I M i O.R.D.C.T. Itv - = - - - _ - _-=- -_ - - ��i � / / / ,�-�I-�'-, ___WY THION SHEET PLAT) � �! I 0 70' ROW i - ---------- ='` _ / ! '/ I z TXU ELECTRIC DELIVERY CO. '� 1 10' COSERV ESMT. EAST LINE OF r y 1 70' ROW `1 � I D C•_N 2020-205370 — — _/ TEMPORARY ROAD ESMT. i/ I I (; TXU ELECTRIC DELIVERY CO. ! TRACT 2 "a ;;� O.R.DD.C.T. VOL. 2580, PG. 541 I!� 1 _j _ _ - - - - - - VOL. 2580, PG. 564 f I _ VOL. 2580 PG. 554 i I _T_ — IFLOODPLAIN ESMT. i D.R.D.C.T. I - - - - - - - - - --D.R.D.C.T. i ' I I (BY THIS PLAT) to n I D.R.D.C.T. I - I-j—I L3 5'x20 U.E. - - - - - - I!- I I FEMA FLOODPLAIN- i I ^ (- 6 _ _ _ ► I Nr j I I ,PER LOMR DATED i-I- _ 1 I �09/21/20 REMAINDER 10 UTILITY ESMT. , f - -1 - L1- ` J J (BY THIS PLAT) �-., L52 - - - L7 _ \- - i ( 70.369 ACRE TRACT 1 VOL. 2546, PG. 832 � o _ 1 -L5 - _ - - I a I j UNIVERSITY BUSINESS PARK I VOL. 2580 -It f-I---1-- - O1� - --- _ __ (I I PHASE II LIMITED I PG. 479 ' _ -� rr - r L5 JJ L48 ' I D.R.D.C.T. StIo rn '`; I 'I L58 - J LJi` L54�_"' JL50 --- --- un \ i --- ! VOL. 1615, LIMITED D l w I 551 8 x70 V.T.E.L56� 0 x10 U.E. 15 x15 UE 15 U.E. p ai `" , �BY THIS PLAT) lBY THIS PLAT) (BY THIS PLAT) \ I _ I D.R.D.C.T. to r,DRAINAGE EASEMENT i I I (BY THIS PLAT) I -'L46 \ \� II - o N CAB. V. PG. 751 I I JI,' II I I+ \\ P.R.D.C.T. I cr I i 5' U.E. I \ _ ` e \ _ _ _ — S 86 43 06 — E 536.06 % 1 /2" IRF , (BY THIS PLAT) TEMPORARY ROAD ESMT. �A\ \ \� ' " , VOL. 2580, PG. 564 \ - - - - - 36.06 CIRF Nr O N d I I S� E. VOL. 2580, PG. 559 COSERV ESMT. LL18� �- ��\ 500.00 , _ . - - - - . - . - . - O ) 13 i o D.R.D.C.T. L11 " / - L9 -' -1 `� o„ o I o SEE DETAIL E ON SHEET 2 I DOC. N0. 2020_205371 J - _ _ PRIVATE 7 RETAINING WALL ESMT. 5 B.L. (BY THIS PLAT) I I Q-o�a`V.`• Q w � \ :_SEE DETAIL C ON SHEET 2 / t► ' (BY THIS PLAT) O.R.D.C.T. L116 L43 .J m � II I z \ �\\ (BY THIS PLAT) I p�No 00. 4 II l o I I 1 . AR9L LAND, LTD. L \\ \ ��\ °P FLOODPLAIN ESMT. I I 1 d I ' 1 0- DOC. NO. 2022-140129 0 \<h\ F, SEE DETAIL D ON SHEET 2 Qom. 1 > �? I '' Im D.R.D.C.T. w LOT 1, BLK. A (BY THIS PLAT) I I I I U � ° �� 1� ti 30, Mtl I 18.000 ACRES P.O.B. IL_ L_1p 111714 � ,m DOC NODAL ACCES �784,080 SQ. Fr.� ,� \ \ \\ � I FEMA DATED 0 /PER »X„ CUT FOUND L j. �5 Oki BY70 V.T.E. O.R. p.C,T. 2015-84 33 UTjLny E ( p F, \ \\ `\\\ ¢ LOMR DATED 09/21 /20 3p / THIS PLATMT. MINIMUM FINISH FLOOR \ RM 1 L_ 0j. �"�-!( ) 15'x12' U.E.U\ \\ w � > N:7072213.65 - C60 ELEVATION=551.30' \ \ �\\ l ' N l�� 1.94 ` � o (BY THIS PLAT) I (BY THIS PLAT) \\ \ �\ D oo E:2470098.67 � . _ `-, � \ . I � 02'40,. \ Co 0 a� I VARIABLE IDTH P.E. j ;; W 7g - L16 \ \ cn I w N / DOC. NO. 2015-32 -1� _ 232.44' 13 �`- -I� \ ` a P.R.D.C.T.,I' / CI IJ \\ \� \\\ LLJ o z I zoo -19 =I I -� > / 25' UTILITY ESMT �� 15' U.E. / J RF 6� 1 W.E. ( �'�� \\\ Q I z ml 'zo z a' -! POL.G. 52006, / �' DOC. NO.2015-326 / I DOC. NO. 2015-326 AR9L LAND, LTD. <c,,�� \ \\ o cvi� v�i U.E. o < v> z° a' // D.R.D.C.T. / I' P.R. D. T. DOC. N0. 2015-326 Ii P.R.D.GT. DOC. N0. 2022-140130 �36\ \ \\ > I ( Q / P.R.D.C.T. �I i D.R.D.C.T. \ \ \\ o l o_ c� / fi-'t- -26 M.A.E. (BY THIS PLAT) \ Q / C) F- w C' a; o/ R.O.W. DEDICATION / , �. / / M.A.E. I 15' U.E. ��� I 7) i0i m z 00) 2015-326 �I -7 DOC. NO. I I 15' U.E. (BY THIS PLAT) (BY THIS PLAT) \ \ \\\ I m °o / w O Q N o R.D.C.T. / J / \ 2015-326 12.5 x20 U.E. \ \ �� \ oo m> m i � / // I P.R.D.C.T. ^W I 'I�1�r(BY THIS PLAT) \\ \\ LID\�) I Q 0 15 U.E. , \ o > DOC. NO. 2015-326 N 11 �L20 P.R.D.C.T./ 11L;�� -L115 A\ S / lu I L74 \5DRAINAGE ESMT. p, l �,I 1i1t L76 \ \\ \ PRIVATE 7' RETAINING WALL ESMT. I LO10xU.E. / SEE DETAIL C ON SHEET 2 I VOL 5158, PG 1586 tl I `, i (BY THIS PLAT) 10' UTILITY ESMT. i I D.R.D.C.T. h I I� (BY THIS PLAT) I' 1 1 �! ; VOL. 2580, PG. 479 /LOT 10X, D.R.D.C.T, l BLK. A �o I SEE p� I I I I �-`. 11 I24' M.A.E. (BY THIS PLAT) AILS / B / I� 1\ I H Ei 2 -.L6z`�\.. _ - S81'29'54"E MI o� i 1 I // / z � - z J �� _ _ I !-�6.04 -�I d Imo' FLOODPLAIN ESMT. / /- (CENTERLINE) / / _ - - - 15'x10' U:E. I ol�`�`� (BY THIS PLAT) 5• - r- 20' UTILITY ESMT. SSEE DETAIL D ON SHEET 2 / , S. F - BY THIS PLAT) INST. NO. 2015-82996 L32 ial! 25 U.E. S.00, (BY THIS - L28 - 10 U.E. M� o i DOC. N0. / CIRF PLAT - - - - f O.R.D.C.T. 50' B.L. �1 / rr LOT 1, BLK. A L=120.89 _ _ ) - �' _ - ` _ - { (BY THIS PLAT) - _ (BY THIS PLAT L307 1 LOMR DATOEDD09/21/20 2010-6266 m + i / I/ NORTHEAST CORNER 8 ` � =_� •- _. - - - 8 x70' V.T.E. B _' - - - - - -` - -, - S 83"57 20.,--E - ) ,-10' U.E. .... J� I i 10' U.E. x70 _ (Y. THIS PLAT - 5 S_E� -_ _ - _ - - - 425.12 / PLANO PKWY & WINDHAVEN PKWY V. C. - _ ) / - -- _ _ -- - - - - DOC. NO. 2015-326 (BY THIS �'`. __ - _ (BY THIS In _ - (BY THIS PLAT) - . P.R.D.C.T. PLAT) - - - - . _ _ - _ - LAT) - - _ - - - - _ J L + - (BY THIS PLAT) 2 CIRF - -_ -- 8'x70' V.T.E. _- _ ' i` L15 ' - / 0) ONCOR ESMT - - R= 2,089.34' L�15 � N 83'57'47" yl/ - 7 - - - - $ (BY THIS PLAT) T - - - _ _ _ _ 7/ -/ -� 35.15 — L8o f 7sr = 7 -- — — ` DOC. NO. 2014-72696 "� A= 008*34'16" M.A.U.D.E. (BASIS OF 70,03 40.47' l^ / O.R.D.C.T. A= 312.55' DOC. NO. 2016-2172 N BEARING) 4.97 69.34' / LOT 4, BLK. A CHB= N 79.40'12" W P.R.D.C.T. __-- ----_- 15,03 8.83• - 54.06' 5.01• THE SHACKS AT AUSTIN DRAINAGE ESMT VFN D I 25. 0' / RANCH CL= 312.26 VOL. 5158, PG. 1576 ' EN K CIRF � • DOC. NO. 2019-436 D.R.D.C.T, (VARIABLE WIDTH R - ------ N: 70717$ A z0 0 0 60 120 Feet GRAPHIC SCALE: 1" = 60' 0 N THE COLONY Pop 22.113 121 r"1 TE (VICINITY MAP LEGEND NOT TO SCALE Utility Easement = - - - - - - Drainage Easement = ------------ - Access Easement = — — Right-of-way = Building Setback- Floodplain Line = Boundary Line = Centerline = - Boundary Corner = o Floodplain Easement - GENERAL NOTES 1. All bearings are based on the Texas State Plane Coordinate System, North Central Zone 4202, NAD 83 (2011), Epoch 2010.00, giving the most southerly line of this parcel a bearing of N 83'57'20" W. 2. Selling a portion of property by metes and bounds, except as shown on an approved, filed and accepted Conveyance Plat, Final Plat or Minor Plat is a violation of the City's Code of Ordinances and State Law. 3. The retaining wall easements are private. The retaining wall is not subject to maintenance or ownership by the city. FLOOD STATEMENT Floodplain information shown per FEMA flood map number 48121 C0590G, dated April 18, 2011. Revision per CLOMR case No. 16-06-1711R, effective date: July 19, 2021, issue date August 5, 2016. ABBREVIATIONS O.R.D.C.T. = Official Records Denton County, Texas P.R.D.C.T. = Plat Records Denton County, Texas D.R.C.D.T. = Deed Records Denton County, Texas DOC. NO. = Document Number M.A.U.D.E. = Mutual Access, Utility and Drainage Easement ESMT. = Easement B.T.P. = By This Plat M.A.E. = Mutual Access Easement S.S.E. = Sanitary Sewer Easement S.E. = Sidewalk Easement P.E. = Pedestrian Easement W.E. = Water Easement U.E. = Utility Easement T.U.E.E. = Texas Utilities Electric Easement M.A.E. = Mutual Access Easement V.T.E Visibility Triangle Easement B.L. = Building Setback Line BLK. = Block CIRF = 5/8-Inch Capped Iron Rod Found Stamped "Adams Surveying Company LLC" IRF = Iron Rod Found RM = Record Monument VOL. = Volume PG. = Page FINAL PLAT LOT 1, BLOCK A THE LAN CASTER DavidAndrewsSurvey, Abstract No. 18 and Benjamin Schoonover Survey, Abstract No. 1208 City of The Colony, Denton County, Texas P.R.D.C.T. `\ P.R.D.C.T. / THE SHACKS AT AUSTIN RANCH --_ _ _ (0 o Filed for Record 18.000 ACRES � PUBLICLY OWNED ROW -EARTHEN CHANNEL / FLOODPLAIN EASEMENT The city of The Colony is not responsible for the design, construction, operation, maintenance, or use of any channel and/or associated floodplain easement, hereinafter referred to as "improvements", to be developed and constructed by owner or his successors. S L4197A Owner will indemnify, defend and hold harmless the City of The Colony, its officers, employees and agents from any direct or indirect loss, damage, liability, or expense and attorney's fees for any negligence whatsoever, arising out of design, construction, operation, t d't' or use of the "im rovements" including any non-performance of the -OF- WAY) _ 0 (00 E:2471289 34 P.R.Q.C.T. �- coo ��• `"- CAB. T p _._'--- LOT 2R, BLK. A _ G. 105 ' THE SHACKS AT - - - - 0.R.D.C.T. - ---- it AUSTIN RANCH LOT 1, BLK. A - ( - (CENTERLINE) a w a DOC. N0. THE SHACKS AT AUSTIN RANCH " - - - - - - - _ - - - I - - 2019-436 DOC. NO. 2016-2172 LOT 3XR, BLK. A -- < 069 0 DOC. NO. 2019-436 -- - - - _ _ z v �n the Official Records Of: \ P.R.D.C.T. _ -' - -- - - _ - - Z can J w> Denton County1ECT On: 12/8/2029:06:49 AM NUMBER: FP22-0005 In the PLAT Records WATER ESMT. -' - - - ` -' - - - - ' THE LANCASTER LOT 1 BLOCK A OCTOBER 18, 2023 _ VOL. 4762, PG. 1620 10' UTILITY ESMT'. , - - - - - - - -' - - _ _ Doc Number: 2023-414 �+ G 01 S 091 ('� C 03 - CAB. T, PG. 105 `------ I D.R.D.C.T. P.R.D.C.T. - '`---- - _' -- _ -- _ - Number of Pages:3 Amount: 150.00 SHEET 1 OF 3 , - Order#: By: DP Adams main enance, con i ion, p foregoing. Owner will require any successor in interest to accept full responsibility and (] 16694 - A0018A D. ANDREWS, TR 1, 13.863AC/ALL liability for "improvement".This agreement shall be binding upon Owner, Owner's heirs, executors, administrators, successors, and assigns, as covenant running with its ownership this Perpetual Drainage 124632 - A0018A D. ANDREWS, TR 2, 4.137AC/ALL lots 1, Blk A and as a condition precedent to acceptance of Agreement by the City of The Colony. Owner further agrees that it will perpetually maintain the drainage facilities engineered and designed by - _-, Engineers, as set out the ,.. -:_ .:., r1— .,, .,.. -ri h" +hc City of Tha C ninnv for this development. OWNER AR9L LAND, LTD. 1722 Routh Street Dallas, Texas 75201 Phone: (972) 820-2200 CO COPYRIGHT 2023 ENGINEER SURVEY ML CLARK CONSULTING, LLC Adams Surveying Company, LLC P.O. Box 170 P.O. Box 833059;� Surveying Addison, Texas 75001 Richardson, Texas 75083 Company., LLC Contact: Michael L. Clark, P.E. Ph: (469) 317-0250 - .__ __ p y., Phone: (214) 675-1960 Contact: JT Truong, R.P.L.S. Email: jtruong@txasc.com TBPELS Firm Registration No. 10177500 inn \1 n4 nn4 7.\ A (` n 1- L-\ I- L- n n )4\ n 4 n n 4 T I- - 1- .- - -- L ..._ \ n l_ L 4z,� DETAIL "A» 01) O 11i C4 Z�- G 3 �o �LOT 1 BILK. A M! ! J40 � � ;� 18.000 ACRES Co �(784,080 SQ. FT.) _L69-26' M.A.E.C' „ •� _ e8 S19'59 36 E C�V _kBy THIS -PLAT) `\ 12.49' �OTHIS P(AT L70 ; � C� V V.T.E. CIRF 89,S86'11 27 E \ N \ (BY THIS PLAT) t 68.99, ��_ SL_=77---- ----67.,00.$.,30 5.009' z,>EWNDHq+.N�_64.7,, (VARIggLEWPK DTHRIGHT_OF- WAY�L 8.83' CAB. T,PG. 105 L=41.66' L=8.25' , ---- O.R.D. C. T. DETAIL "E" -4 0.00' CIRF 0= 03'33'42" A= 127.99' CHB= S 00*0904" E CL= 127.97' 1 S40'09'45"E 18.52' 1 \ R= 2,060.06' 0= 00'52'52" A= 31.68' 1 CHB= S 02725'09" W R= 2,049.00' A= 014'07'46" ' CL= 31.68' � ; �22'17'07"W A= 505.29' 38.31 ' CHB= N 05'07'47" E CL= 504.01' ; LOT 1, BILK. A -� 18.000 ACRES v f SIDEWALK EASEMENT (784,080 SQ. FT.) Q � I (BY THIS PLAT) � I o 00 ' a o N R= 2,059.00' o A= 08' 18' 15" JJ A= 298.43' (L m o CHB= S 08'02'45" W CL= 298.17' 0 Q U I � I I / I "X" CUT FOUND RM 1 10.00' L47 N 06'02 40" E 10.00 L48 N 83°57'20' W 280.34' L49 S 06'03'46" W 15.00' L50 N 83.57 20" W 15.00' L51 N 06°03 46" E 15.00' L52 N 83°57'20" W 10.19' L53 S 73'3346' W 72.27, L54 N 83°56 14" W 69.89' L55 S 06'03'46" W 10.00' L56 N 83'56 14" W 10.00' L57 N 06'03 46" E 10.00' L58 N 83'56 14' W 111.98 L59 N 12'55 33' E 12.00 L60 S 770412' E 15.00' L61 S 12'55'33 W 12.00' L62 S 76'33'32- E 56.81' L63 _ N 06.02 40' E 234.53' L64 N 77'04 12" W 13.63 L65 S 03'50 20" W 70.82 L66 S 13'10'03" W 70.57 L67 S 02'37 03 E 70.59'- L68 S 06'02'40" W 158.65' L69 S 83'57 20 E 58.36 L70 N 8357 20 W 57.05' L71 N 73'05 12 W 46.09' L72 S 73°0512 E 3 2' 67 L73 N 06°02 40" E 158.65 L74 S 83'57 20" E 10.00 L75 S 060240 W 15.00 L76 N 83'57'20 W 10.00 L77 N 15°05 34 W L78 N 06'02 40' E 91.88 .00' L79 S 77-26'08 E 70.46 L80 S 06°02'40 W 8.00' L81 N 89°30'45" E 70.49' 1-82 IN 10°25'22" E 70.59' L1 13 S 79`04 33" E 34.96 L114 L115 S S 79'04'33" 06°02'40 E W 24.95' 12.75 L116 N 38'57'20" W 3.87' L117 N 05°57'42' E 3.24 L118 N 59'54'32" W 6.39' L119 N 83'57 20' W 54.56 L120 N 06'02'40 E 5.00' L121 S 83'57 20" E 59.57' L122 S 06'02'40 W 49.83 L123 S 06'02'40" W 5.00' Ll 241 N 83'57'20 W 29.98 N ot i DETAIL „B" L9s VOaZ� o�% �',t 142.25 CIRF N LOT 1, BILK. A ��o 18 000 ACRES ' �s5 O Za. tC'�_^� i 0 60 120 o I I (784,080 SQ. FT) ' ! Feet 2�Q 15' U.E. o �1 1 GRAPHIC SCALE: 1" = 60' 2 0 ;� (BY THIS PLAT) ; (� S �; �,� S81'29'54"E \ DETAIL ,,D„ o - 2_ ! ?`�----- l9 DRAINAGE AND ct o L6 -_ - ---�23 16.04' 15'x10' U.E. ------ DRAINAGE EASEMENT <-S FLOODPLAIN EASEMENTS (IVIn�26�F(BY THIS PLAT) (BY THIS PLAT) psi lc,UTj�I '- 10 DRAINAGE ST7y 1 '�-;L28 , ' SEMENT CIRF 1 O.R.p T 20�5•-829g-_ �--------- (BY THIS PLAT) 6 - ------------ - WNDHAit i F OODPLAIN ESMT. (VARIABLE WIDTH ' ` 1 O (BY THIS PLAT) CA RIGHT -Op_ jrn ONCOR ELECTRIC DELIVERY COMPANY B. T WAY ! 'InDOC. N0. 2003-104287 O.R.D.0 -F. 105 ,���u00 O.R.D.C.T. Pfkl\V*TE 7' RETAINING WALL �\ \ EASEMENT \(BY THIS PLAT) \\ LOT 1, BILK. A 18.000 ACRES (784,080 SQ. FT.) 0\ o' 1 `r iI II 1I O I 1101 1 I f , L _1 L83' • . N 61.460 296 98. IMNDHAVEN PKWY (VARIABLE WIDTH RIGHT-OF-WAY CAB. T, PG. 105 ) 0.R.D.C.T. CURVE TABLE CURVE RADIUS ARC LENGTHZ3.40' RD LENGTH CHORD BEARING DELTA ANGLE C1 35.00' 16.05' 1' N 30'14'28" E 26°16'54" C2 10.00' 3.42' N 07°18'18"W 19'35'27" C3 28.00' 39.81' 4' N43°13'23"W 81'27'S4" C4 54.00' 51.28' 7' N 43' 13'23" W 54'24'20" 20.00' 6.93' 6.90' N 83'00'54" W 19'51'24 C5 56 10.00' 5.91' 5.82' S 56°09'45"> E 33'50'53" C7 28.00' 43.98' 39.60' S 38'57'20" E 90100'00" C8 54.00' 60.28' 57.20' S 51'58'28" E 63°57'44" 74.00' 29.50' 29.31 ' S 08°34' 17" E 22'50'39" C9 C10 54.00 29.31' 28.95 N 09'30 27' W N 54°30 21 W 31°0552" 58°53'S7" C11 C12 54.00 28.00' 55.51' 31.25 53.10 29.65 N 51°5912 W 63°5615 C13 21.00 61.00' 61.00 23.43 62.71 33.11' 22.24' 59.98' 32.70' S 51°59 12 E S 54°30'22 E S 09'3027 E 63°56'15" 58°53 57 31*0552" C14 C15 C15 50.00 32.17 31.62' S 23'18'46 W S 43.27 13 E 36'51'57 99° 18 39 C 17 C 18 5.00' 9.00' 8.67' 22.41 7.62' 17.05 S 21'46 1 1 " E 142°40 43 C19 10.00' 35.00' 5.00' 15.18' 39.89 8.60 13.77' 37.77' 7.58 S 06°04'28" W S 07'14'22" E S 35°07'41 " E 86°59 25' 65°18'23' 98°33 09 ' C20 C21 20.00' 2.82' 2.82' 26.78' S 80'21'44" E S 68°1O'12" E 8'05 04 15°46'49" C22 C23 97.52 2 085.00' 26.86 468.67' 467.68 S 04'31'17" W 12°52 44 C24 2 075.00' 456.54' 456.62 N 04'22'55" E - 12°3622" C25 OWNER AR91- LAND, LTD. 1722 Routh Street Dallas, Texas 75201 Phone: (972) 820-2200 COPYRIGHT 2023 ""o• 1, PG. 105 0.R.D.C. T. %'Ir\1' N: 7071784.46 E:2471289.34 FINAL PLAT LOT 1, BLOCK A THE LAN CASTER David Andrews Survey, Abstract No. 18 and Benjamin Schoonover Survey, Abstract No. 1208 City of The Colony, Denton County, Texas Filed for Record 18.000 ACRES in the Official Records Of: Denton County PROJECT NUMBER: FP22-0005 On: 12/8/2023 9:06:49 AM In the PLAT Records OCTOBER 18, 2023 THE LANCASTER LOT 1 BLOCK A Doc Number: 2023-414 SHEET 2 OF 3 Number of Pages: 3 Amount:150.00 Order#:2023120$000085 By: DP Adams ENGINEER SUE I rA ML CLARK CONSULTING, LLC Adams Surveying Company, u�, P.O. Box 170 P.O. Box 833059 Sun/eying Addison, Texas 75001 Richardson, Texas 75083 Company,`' LLC Contact: Michael L. Clark, P.E. Ph: (469) 317-0250 Phone: (214) 675-1960 Contact: JT Truong, R.P.L.S. TBPELS Firm Registration No. 10177500 Email: jtruong@txasc.com Inn ,1 n+nn+ OWNERS CERTIFICATE STATE OF TEXAS COUNTY OF DENTON J BEING an 18.000 acre tract of land located in the David Andrews Survey, Abstract No. 18 and the Benjamin Schoonover Survey, Abstract No. 1208 in the City of The Colony, Denton County Texas, being all of that parcel described in Special Warranty Deed to AR9L LAND, LTD. as recorded in Document Number 2022-140129, Official Records, Denton County, Texas (O.R.D.C.T.) and all of that parcel described in Special Warranty Deed to AR9L LAND, LTD. as recorded in Document Number 2022-140129, O.R.D.C.T., said 18-000 acres being more particularly described by metes and bounds as follows: BEGINNING at a found "X' in concrete for the northwest corner of Northeast Corner Plano Parkway and Windhaven Parkway, an Addition to the City of The Colony, as recorded in Document No. 2015-326, Plat Records, Denton County, Texas (P.R.D.C.T.), some being on the east right-of-way 'line of Plano Parkway (a 100-foot right-of-way); THENCE with said east right-of-way and along a curve to the left, having a central angle of 14'07'46", a radius of 2,049.00 feet, an arc length of 505.29 feet, a chord of North 05'07'47" East - 504.01 feet to a found 5/8—inch iron rod with yellow cap marked "ADAMS SURVEYING COMPANY LLC- (CIRF) for the intersection of said right-of-way line and the north line of a 170-foot wide parcel described as Tract 1 in Condemnation Judgement Texas Power & Light Company vs. Adele Irvine Sowell, et. al., recorded in Volume 588, Page 91, Deed Records, Denton County, Texas (D.R.D.C.T.); THENCE easterly with said northerly line as follows: North 88'43'38° East, a distance of 104.08 feet to a CIRF; South 86'48'08" East, a distance of 554.34 feet to a CIRF for the intersection of said right-of-way line and the west line of that parcel described in Special Warranty Deed to ONCOR Electric Delivery Company, as described in Document No. 2003-104287, O.R.D.C.T.; THENCE southerly and easterly with the west and south lines of said ONCOR tract as follows: South 03'16'54" West, a distance of 314.33 feet to a found 1/2-inch iron rod with yellow cap stamped "RPLS 4773"; South 86'43'06" East, at 500.00 feet passing at a found 1/2-inch iron rod for the southeast corner of said ONCOR parcel, continuing for a total distance of 536.06 feet to a CIRF; THENCE South 02'59'12" West, a distance of 558.83 feet to a CIRF on the northerly right-of-way line of Windhaven Parkway (a called 132-foot right of way); THENCE westerly with said right-of-way line as follows: North 83'57'47" West, a distance of 735.15 feet to a CIRF for the beginning of a curve; Along said curve to the right, having a central angle of 08'34'16', a radius of 2,089.34 feet, an arc length of 312.55 feet, a chord of North 79'40'12" West - 312.26 feet to a CIRF for the southeast corner of the aforesaid Northeast Corner Plano Parkway and Windhaven Parkway Addition; THENCE with the east and north lines of said Addition as follows: North 16'54'48" East, a distance of 254.78 feet to a CIRF for the northeast corner of said Addition; North 77'02'40" West, a distance of 232.44 feet to the POINT OF BEGINNING, containing 18.000 acres (or 784,086 square feet) more or less. RECORD MONUMENTS RM 1: X-cut found in concrete drive on the east right-of-way line of Plano Parkway, being the northwest corner of Lot 1, Block A, Northeast Corner Plano Parkway and Windhaven Parkway, an addition to the City of The Colony, Denton County, Texas as recorded in Document Number 2015-326, Plat Records, Denton County, Texas. RM 2: 1/2-inch yellow capped iron rod found stamped "RPLS 4473" for the southwest corner of that certain tract of land described in a Special Warranty Deed to Oncor Electric Delivery Company as recorded in Document Number 2003-104287, Official Records, Denton County, Texas. OWNER'S DEDICATION NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That I/we, AR9L LAND, LTD., Owners, do hereby bind themselves and their heirs, assignees and successors of title this plat designating the hereinabove described property as "LOT 1. BLOCK A. THE LANCASTER an addition to the City of The Colony, and do hereby dedicate to the public use forever the streets, alleys, and right-of-way easements 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 that 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 strips for the purpose of constructing, reconstructing, inspecting, 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 The Colony, Texas. AR9L Land, Ltd., a Texas limited partnership By: BCO 1986 GP, LLC, a Texas limited liability company, its general partner By: _ — Kenneth D. Mabry, Mona V r STATE OF TEXAS COUNTY OF DENTON Before me, the undersi ned authority, a Notary Public in and for said County and State, on this day personally appeared _�� _ known to me to be the persons whose names are subscribed to the forgoing instrument and acknowledded to me that they each executed the some for the purpose and considerations therein expressed. GIVEN UNDER MY HAND SEAL OF OFFICE this the ----------- of - - - - - - - - - - - - - 2023. My commission expires: Notar Public, ate of Texas .a'Y,ra, ELIZABETH Y. BLACKWELL z �= Notary Public, state of Texas I k+Pc Comm. Expires 03-24-2026 Notary ID 3795563 SURVEYOR'S STATEMENT THAT I, John Truong do hereby certify, that I prepared this plat from an actual on the ground survey of the land as described and that the corner monuments shown thereon were properly placed under my personal supervision in accordance with the Platting Rules and Regulations of the City of The Colony. Dated this the day of 2023. OF TF ,�P.�a�sfeRF,�9 John Truo R ist red Professional Land Surveyor, 6514 ....:.................,.... 9 # :.0 6514 ;••.ess1, . yo STATE OF TEXAS SURVF COUNTY OF DALLAS BEFORE ME, the undersigned, a Notary Public in and for said County and State, on this day personally appeared John Truong, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and consideration therein expressed. GIVEN UNDER MY HAND SEAL OF OFFICE this the _ u -_-__ of _—__- O --_--, 2023. fz 07 ` .0 o �4Pa�P�e, DAVID RAMIREZ ------------------- — --- ° ' Notary Public, state of Texas My commission expires: Notary Public, State of exos a9 +e Comm. Expires 12.07-2026 %Foci. Nctary ID 134094905 OWNER AR9L LAND, LTD. 1722 Routh Street Dallas, Texas 75201 Phone: (972) 820-2200 © COPYRIGHT 2023 2.3r`� AN �sfi� 2022 CA-S) On the day of - , this plat was duly approved by The Planning and Zoning Commission of the City of The Colony. Signed: AA _elk� --------- C\'. Chairmananning and Zoning Commission rt}; •°• SEAL,jAttest:—--- `=""'�--------- �'�. City Secretary xa$ FINAL PLAT LOT 1, BLOCK A THE LAN CASTER David Andrews Survey, Abstract No. 18 and Benjamin Schoonover Survey, Abstract No. 1208 City of The Colony, Denton County, Texas Filed for Record 18.000 ACRES in the Official Records Of: Denton County ROJECT NUMBER: FP22-0005 On: 12/8/2023 9:06:49 AM In the PLAT Records OCTOBER 18, 2023 THE LANCASTER LOT 1 BLOCK A Doc Number: 2023-414 Number of Pages: 3 SHEET 3 OF 3 Amount: 150.00 Order#: By: DP Adams ENGINEER SURV ML CLARK CONSULTING, LLC Adams Surveying Company, LLC P.O. Box 170 P.O. Box 833059 Surveying Addison, Texas 75001 Richardson, Texas 75083 Contact: Michael L. Clark, P.E. Ph: (469) 317-0250 Company, LLC Phone: (214) 675-1960 Contact: JT Truong, R.P.L.S. Email: jtruong@txasc.com TBPELS Firm Registration No. 10177500 -rL_ I _____1__\ nl_1 — ., n.nn.