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SJ1377AW-)Tffl� LINE BEARING DISTANCE Lt NOO '13'29 "E 50.00'1 L2 N89 *45'0 1 "W 25.20' L3 NBB 059 '40 "W 54.68' L4'1 N88 #26'58"W 50.00' L5 N87 *53'22"W 54.83' L6 N87 %3'12"W 50.00- L7 N86 *38'10"W 50.00' L8 N86 *03'07 "W 50,00' L91 N85 '37'56"W 50.00' LIO N75 *36 '08 "W 50.00, 1-11 S 14 *23'52 "W 21.55' L12 S77 '00 A2 "E 25.00' L13 N89 *28'45"E 25.71' L 141 S46 -0257 "14 50.34- L151 N45 *13271 28.28' L16 S89 *46'30"E 19.96, L17 N54 '05 57 "W 14.33' L18 S35 *53 '08 "W 13.92' L19 S79 '46'48T 14.23' :-20'1 L-211 SIC'15'49"W N62: '26'02 `W 14.34', R7 L22 N44 '46 *3 1 "W 14. N4�, *1 229 L24 N79 '06'18 "W; 14,44' L25 Sit *10'09"W 13.77' L26 N75 '36'08"W 14.12' L27 N54 '23'3 11 15.32' L281 N35 -3629 -W 12.85' 1-291 N54 *23 '31 T 15.32' L30 N35 *36'29"W 12B5' L31 S54 '23'31"W 15.32' L32 S43 '07211 14.15' L33 N46 *2347 T 14 25' L34 S80 *07'24"W 5.03' L35 S54 *50'28'V 26.85' L36 N27 '31581 14.07 * L37 S35 *36'29E 16.32' L36 N54 '39'40"E 18A61 L39 S59 *23 52 "W 14,14' L40 S30 *36 '08 T 14.14' L41 N22 *4 126 "E 2.34' L42 S79 '55'57"Wi 4.35 1 ;--4 L43 NI8-5 1 -39"W 8.85'1 I CMW DATA • Mir am1m In its 1-331 sm MEN --Mmn- moon 50.00 ' 50.00' 50.00' 10' U.E. 20` BL. M LLI LLJ L cr, C> 0-)- C\j LO CU 0 50.00' 5,0 .00 25.30' L=23.05' Uj W CU 0 N C) Ij 4 5 6 7 c? 8 54197 a(C="� 5499 55()o •0' 0" Rrioo 5500 5840 SO. FT. 0 - SO. FT, C> SO, FT. 0 " dGF FT. 0 SQ FT. 0 SO. FT cn 0 0 0 0 C) z z z z C> 12.53 BLOCK W 50.00' 37.47 - 50.00' 50.00, 51b.00 #44 '02" W 1149 -9W,� 50.00' 50.00 50.00'--1 BLOCK W LU LIJ CU LIJ L u.: Uj z Cu 0 C0 C; 5500 M 5500 i'O'q 55= I Uj SO. FT SQ. FT, SO. FT. C\j --1 .j 20 0 i 23 22 21 z z Ucnj 0�� 20'6.L 20' B.L. Uj Uj 10 -LO' UZE--- C.T.P�.F �112" 0.00 50.00' 50.00. Erl NT-OF- 'L2 1/2 C-I P F - to BEGINNING 1/2" '�'.I.R.F. C, i 1/2" C.I.R. L35.00' 50.00' 50.00'' 10, OZ. 1/2" C.I.R.F.r-TL- - --To -- LIJ W kLU M- CV 0 C) ru 0 Lq I Uj Uj co Uj z P-4 I _j 0.1 I LOT 1, BLOCK 3 BEECHWOOD BUSINESS PARK APPROXIMATE LIMIT CAB. R. PG. 152 ULTIMATE FLOOOPi.AIN P.R.D.C.T. PER MCK ENGINEERING STUDY WITH UPDATE BY GOODWIN & MARSHALL (FP-17-031-FP, MAY 2017) > '000, DRAINAGE/FLOODPLAIN EASEMENT MIN. F.F. N 12 633.75 0, 6000 .0 SO FT MIN. F. Qi . ca 633.50 .0 6000 /Z SO. FT. MIN. F.F. *0, 633.25 no 1/2" C.I.R.S. to % 6000 Z SO. FT. -0 MIN. F,F. 10, 633.00 9 APPROXIMATE LIMIT 7736 6000 SO. FT. ULTIMATE FLOODPLAIN SO. FT. PER MCK ENGINEERING MIN. F.F. STUDY WITH UPDATE BY GOODWIN MARSHALL '5� 632.75 (FP-i7-0314P. MAY 2017) 6000 SQ. FT . APPROXIMATE LIMIT FEMA MAP No. FLOODPLAIN 48121CO497nG EFFECTIVE DATE: 04/18/201i 9,0 L19 MIN. F.F. tp 632.25 T") 7 0-" 8139 RED 6 SO. FT. 4.10 N\ MIN. F.F. L=46 56X, BLOCK AA 6 631.75 PRIVATE HOA/DEVELOPER OWNED 09 8958 0 AND MAINTAINED OPEN SPACE It G\<'� �Ia. 4- 933650 SO. FT. 0 SO. FT. > 9886 10 SO. FT, '75" 'N 7764 ' MIN. F.F. .,r 655B SO. FT. 631.25 ca SO. FT. 5 Ct Z 8958 ry SQ. FT. N 89 046'25 W _a -10 % 67.40' 73.67' cfl BLOCK AA�Ri- 50.00' 50.00 1 0 - DRAINAGE/FLOODPLAIN 50.00' S> Lt EASEMENT BLOCK W 11.25' Oil 4 M IN. F.F. 'iR -:F- Uj W W LL 8958 631.15 (2) SQ, FT, CT - rn .0 4 U') CA \\X �e\ 5500 5500 Pj 5972 5500 8, �x 1�i 9522 APPROXIMATE LIMIT SO. FT. Cr) 6 SO, FT. M SO. FT, M SO. FT. Cr, SO. FT. ULTIMATE FLOODPLAIN M 0. CD 15 PER MCK ENGINEERING 16 C*:) v;41 15 14 *CD 12 STUDY WITH UPDATE BY c) 0 MIN. F.F. z 3 631.00 GOODWIN & MARSHALL (FP 17-0314-P, MAY 2037) z z z 8181 a. Uj 4 31' L=77.70' 14 60,0 i .00, --50.00�± 50.00' 1 50.00' 50.00 CL---45.7 1� 0 MIN. F.F. 2 630.90 -N 89*4631" W 329.11' 7800 i�34 i 0 SO. FT. AY CREEK LANE �24- 1150. 458 A:. 1,40 .00' 20 50.00, 50.00' 50.00' 50.00' �L= 755.15 L=--- 1Z48.94' 4` �-7- -'TE- 14 Z7 ----G.L . - I MIN. to 6490 630.75 Uj Uj WSQ, FT. JAA Qi NQi iE N 0 CQ CD N C) N 0 E �%- 0 Ln till- ->' Lq u> 1-N 4' 7X, BL AA C 5500 SO. FT. 17 < P� 1.4 kl�3 Ac,-NLL eAf (P 67, <66-1 U-1 Ac:r-AI-L C> 11 1 Ow 0 0 " 0 it) t- - I J'� - - - C-XI Ln Lq It 12 13 14 15 0 1-1 r R HOA M LO C 5749 6928 DRAINAGE \, 0 4 C) 5525 121 t6D 5525 5678 Lo AND INTA D 41 V-i 5525 cc) 5525 0 -jv-� SO, F SO, FT. SP E, i 0C) " SO, FT, C, SO. FT. 1* -1 SQ. FT. So. FT. SO. FT. 0 SQ. FT. SQ. FT. 'C) E 8290 FT. 9 to fib SO. FT � T EASEMENT z z z z z to - / - z z !z BLOCK M Z: i 18*78, L--67.54' 55.00' 50.00' 50.00 ' 50.00' 50.00, 50.00,001-1 50.00' -L=34.69 L=54.84' 1/2" C.I.R.F. 89*4631" W 373.76 112" 1I.T.R.S. 1/2" C.I.R.S. J*4 00 0 OAK CREEK TRAILS PHASE 2 DOC. NO. 2017-126 PHASE 3B P.R.D.C.T. FINAL PLAT CASE No. FP-17-006 REFERENCE CASE No. PP-14.--;039 VICINITY MAP (NOT TO SCALE) R.O.W. RIGHT OF WAY B.L. BUILDING LINE U.E. UTILITY EASEMENT D.E. DRAINAGE EASEMENT S.E. SEWER EASEMENT SO FT SQUARE FEET VOL. VOLUME PG. PAGE CAB, CABINET SL. SLIDE D.R.D.C.T. DEED RECORDS, DENTON COUNTY, TEXAS P.R.D.C.T. PLAT RECORDS, DENTON COUNTY, TEXAS CML ENGINEERS - PLANNERS - SURVEYOR 2405 Mustang Drive, Grapevine, Texas 76051 Metro (817) 329-4373 TBPE REGISTRAMON # F-2944 TBPLS # 10021700 P.R.V. REQUIRED Private P.R.V.'s will be required; water pressure exceeds 80 P.S.I. FINAL PLAT OF LOTS 9-18, BLOCK M LOTS 1 - 10, BLOCK V LOTS 1-20, BLOCK W LOTS- 1-38, BLOCK X LOTS 1-22, BLOCK Y LOTS 57-67, 56X, BLOCK Z LOTS 1-5556X, 57X, BLOCK AA OAK CREEK TRAILS BEING 55.303 ACRES SrrUATED IN TIM R. MATNEY SURVEY, ABSTRACT NO. 878 CITY OF FORT WORTH, DENTON COUNTY, TEXAS 166 RESIDENTIAL LOTS & 3 OPEN SPACE LOTS JUNE 2017 A�z . SHEET I OF 41 Filed for Record in the Official Records Of: Denton County, On: 7/2312018 2:38:21 PM In the PLAT Records OAK CREEK TRAILS Doc Number: 2018 - 315 Number of Pages: 4 Amount: 200.00 Order#: By: BF MATCH LINE SEE SHEET 3 _ . APPROXIMATE LIMT7 e sj FEMA FL OODPL AIN a& b AP 4 , EFFECTIVE DATE: 04/18/2011.'a «¢ 56a BLOCK AA < « AP RIVATEH A/ EV E. OWNED AND MAINTAINED OPEN SPACE N. F.F , 933650 SQ. FT. e 637.60 , g 24 `\ 6847 Ci SQ, FT.3 y1F MIN F F. F \ LCH -\ 23 t 664E FT, MTN, F,F, --URAINACODDP ter; / ` `2 636 ,75 «°� EAS EN ,' 56 , BOCK AA t U Cut 1 929237 DQ. �T. �r � �� '- � c5�� ICJ. 22 � Ell c> ° « 8689 PUM 1 4 t of„ ,. 1 SQ. FT. PJACK b- _. r u 7 q t r ✓ v zt 4 . _ M -r _ i ` a I' d. --. 'U h•. f a C`� - �«; s--r C�i�.. 'Svi ..'"s... • : x t r,' r, €��t�� °x �€;,,. 1G '-� �r A CuC 2 t'ItC3 pe i°°«,y`t �✓. 14 / 7619 N ca c �, c� o� �` ' z> 1 1 t p� ,, ° <'' c55 fit 5500 + cu o 4 cr1 rc 1 "' ° N �, N `°« c - SO. FT, ° �, Cuo 5 c AS �, 9 cap Sa. FT. 0 v� !4 ff` 1 - - Sa . FT . �' 5500 55QQ ° to m 6 fir` -7 s CO tC� a� N °°°« ,,, t ` `� Sa . FT , c� SQ. . FT . zT M 5548 0 5543 cn - 8300 . C> 19 20 MIN. F.F. *< 0 Sa . FT. M <-r c� 5828 � 7025 � tip Sa . FT. ¢' � 636.00 20 , ""w,«� `'---{ � �i 0 SQ. FT, M - Sa, FT, � 00 Sa. FT. _ c5? �.� SQFT 79.42 ` z ' I-71.'66 iSM 2t� 00 „ r' �a N 85 °36 '50 `° W 3 '10,31 ` MIN, F .F , = 57 {�; � � 55.00 ' S0.00 " 50.00 ` 50.00 , �-5 ' BLOCK Y a � � � �„� 36 2 � � ` � 45 03 , 652.25 50.00 ' 25.58 ' 25.3 } 3.44 `0 ' MIN , F.F. `°« vcs,a •,. % 1 s T. } r BLOCK 50.C}C}' ° 1 �' 75.95 ` ." 6' MIN. Y .F. u� f . J � 50.00 ' �( per'^ (�C25.65 ' 25.60 25 ,40 ' 31.85 70 . cs r� ° tY CJII VJ Tl LiC) °`1" a 51.00 47.56 ' 32.24 N 89 46 '31 W 635.00 635.00 5°3 / w 51.00 5 N 87°25`23"' 88 05'33" W N 88°45'43" W 51.70' 56,48' '° °° s. <• 6 {}g „ 1.00 ' LU Uj 51.0 ' 51.00 ` 51,00 'Lu ' °° ®4 •<° rr1 / _ c d zu S>r, 22 c w 10' U,E i,a a - 6X, BLOCK Z �06� M cu _ 19 18 17 16 MIN. F.F. cu P IVATE NOAD8V8LC'EFi OWNED MIN . F.F.F .F . = 58 21 c' 20' o «° «' ° 5500 cv c> as ru - tos M _CCu c) sus r 634.50 s ° 652.25 6052 Sa. FT. ° c 19 c> ctt 1 = ua C\j n 0 7116 M7515 t t ND MAINTAINED OPEN SPACE Sa . FT . 5500 v c 18 C) c� cu - , cv CU - j Sc� 6 c cc� ca N ! 59348 Sa . FT . Sa . FT . c� j o �' Sa . FT . 5500 5514 ; 17 v ` m 0 cu c) � + ca cu � � ( � r� 6693 � + � SO. . FT . ° Sa . FT . � 15 ` SG. FT. "� ° 16 v c�+ c Sa. FE. �,Cn SO. FT, to cam, t ° c 0 SO. FT. c> 5683 P 0 15 v 14 v 13 fir 11 ° cu 0 ` 10032 «` z ` SQ. . FT . , 5683 5683 m ' t°� 3 e tt 1 c 1 + 0 § c� * � � r «_ \ 12 .3` '�. fir' f "" �- - _.v __.. e� c SO. FT. cU 3 �; 5683 5653 5765 �-' 6556 i t t SO. F \ '` B.L. 0 SQ. FT. Ct Sa, FT. Cam-, [ «° \ c Sa . FT . C) SQ.FT. �y Sa . FT. m ° iC « ld MIN. F.F. - 59 J 64.42' 5 U. -4 Wit. U.E: _ ----- -- -- v_ _ z Z c�, 3 co CV 653.00 d / 50.00 -` - L =10.60 ` __.10 5 ' 20 ' B . ' ry IB.L. ` t 6084 % c, 50.00 ' _"" n 20 ' MIN. F.F. `« 10, Ad ° Sa. F€ . c f 39.6E 52 29 _ 10" t1.E. 10' U.E. _ ,03 (� .� 634,2� b « L=52.29 ' L=52.9 ' L=53.00 ' S0.45 ' �2 rn c 54.94 ' S0.00 ' S0.00 ` `° 14 °« jam- ,4 50 f ca tv3 "Et7 - _. N 85 °36 'SQ 23.88 '`rs �' 56431. °. MIN. F.F.�Ir" �l Via. FT. «00, I bo 654.00 _ 60 ' , ` �n - `�- `�_ ---- C8 _ 85.45 ` c' 236.77 ' N 100 (f1 - - -� - - - - - ` MIN. F .F 1 SO. FT. tip ` ?n' 6116 5--��00' 50,00' � h[ 8� 46'31' W322.22 � t 13 Nr�4' °3 �-� - --__----._._ 50.C}C1 50.00 ' R 6t�ca 634.00 8 0 _ E1,E, - -- __ L=37 ,0 _ J Q) 6 ;fir, Uj 20 B.L. - --- a -__ 12 ,91 < -- _ _ 00 I_..=50.OQ ' L=50.00 ' L=50.00 ' �.=41.57 ` 50.00 ' 50.00 ' 5t7.00 ' 50 ,00 ' 50.00 ' 40.86 ' L � � �2� MIN. F.F. - 61 c, � c� - w �--...._-__ 8.43 ' 10 ' U .E . . � 653.75 _ 6146 ~ o r ,l a ca ``' � ca - f 20' 6a. FT. ' f r 1 Cu0 2 ` 3 r " ' a Ld t,stLij c t °Lli 0 8 � t Q61 T . 5500 55aa 4CP 5 ' iu _ _ �` ` SO. FT. C� sa , FT . " 5500 � cU C� 6S � c� _ c� fit � 0 M c� t` cv cv c� cu cu ca cu Sa . FT , 550u bra a i ` c x 2: T'_.T Efi`�ti4tiae _ ' :�. F . Ci 5^ C ° C CSC^ tTl ifi 7 ? M M i i i r C r Ms4. JQ. FT. 5 6 ° C2 I1 Q' 12 -4C 13 `�G r G c rtis 55 ,`v _ = ! I Su, FT. d, c- < t 66V u 65 5 6 �Di « n n �, '. w 618% 6Q. F FT. 5500 55t;�f SQ. FT. FT. Cv So. , 0 S - C # C 7 J v .Chu C 6 N' 8 36'S � z 0 Ste. FT• SQ. FT. 0 S� FT. SQ. F, . SQ. T. � Q. FY . 1 10 ' lV ° SQ , F 3 . I 52.50 ` 0 50.00 ` 50.00 ' S0 . HOC z z z z z z z z z z ' 50.00 ' 00 5 5' 71.09' ! ON Oq / -38 0 50 ,00 ' 0 ,00 19.7 18.53 ` -17.32 ' 16.10 ' AsAti t `� 50.00 ° 50.00 ` 3.08 ` 27.82 2.18 ' 2 .Q4 ' 20.9E ° 30.2 ' S ° „ 1,47 ` 32 ,68 ° 33.90 ' 34.91 ' 50 ,00 ' 50 ,00 50.00 ' 0 00 ' 50.00 ' N 89 46 1 MIN. F .F . = 63 ,� 5 .00 ` N 86 °03 '41 `" W # 86 `40 '00" W N 87 «17 '05 " W 50.00 ' N 87 °54 ' 10" W N 88 °31 ° 16'° W,N 89 °03 °OR " W 51.00 51.00 51.00 51.00 51.00 ' 51,00 ` 0 ,00 ' 655.50 6212 _ �' a � � 50.00 ' S0.00 ' Z ) rr , - cD = U 50.00 ' 50.00 ' 50.00 ' {` l SO. T. fBLOCK X it °08 ., f / " t 67 4 37 tv ,`� 36 M C) <" o 0 - N - - �' t u-+ Ld €� w u w u LU wY : 1 4 111 Sa . 4 . � _ 5 00 � c� c� 35 7 M m Cu _ c � , SO, FT. 5500 ° ; u q 34 r c c7 - c i� i rn en rn cn e ca SO. FT. 5500 3' ctt c It r to MIN . F.F.= 64 1 f z 0 SO , FT . fir 5500 ° o� 32 m c) 31 c> 30 IV c� � �' � �a cu cv � �v � Cu � cv cu � = t ` _ z 2 CD Sa . FT, 5513 5557 ° " 5568 `29 28 15- 11 �> 6a6.75i c, - _ z c� �' r , 6a. FT. a 5 6 56E ° 2i 36 r 25 r 24 r*� 3 c--1 s� 21 c 20 . 6243 SQ. FT. C a. FT, 7 5563 ° a ° M0i ++ C> C> <+ O lA, w Sa. FT. `�---- _____� _« __._._._ z Z c� SO, FT. Sa. FT. SQ. FT, Y Sa, FT. 0- SO. FT, SO. FT. SO. FT. 0" C�F0 l a c °6 (� %' 6 .22 5- �Q ' �1.8. _ z z 5566Z r 5644 561Q 61 �aa FT . 0 6a1FT .61QT 0 SCf DFT T. i 0.00 -�.._.._. z - z z zY z z 0 z ' MIN, F.F. --- _ __ __ _ 3 L- 919, �._ _ _�� 65 85 1. L=S" L=27.i1 U - n JJ ;r 657.50 27� 36 `50 341.5� ' =5 2. 9 L=5 ? . 4 L=51.19 c 49 , % L=51. 9 24.52 51.00 ' 1,00 E 1,00 51.00 ' 51.00 23.9 t, Sty. FT. , 1 il. GRAPHIC SCALE 1 " =50 ' t / AW ROAD_ - - _ -, \ -- - - 50 ,00 ` L=236.3E ---- _ _ --� Cr �- A _ _ _ N 89 446 '31 W 303 ,49 ' / 100 • MIN. F.F. w 66 --- 10 U E ~�---0-' S0TC0� 50.00 ` L-�10.10` ?; 6i56,00 1 -s - �_ ---- w � �O,OC�' _ r" 0 50 100 150 63f}T . �u c� cc t _ __.. a- ----- 42 ` L=52 ,00 ' L-5 l `~ 36 Q,5.. r v 1 c c,_ u U.E. r' c L=21.81 126.- lV 1 ra ni c? 2 w Q '� B .L . f 1� 8 r, 46 ", 7067 c 55a0 0 3 4 0 0- - = w " I MIN. F.F. = ca 0 SO. FT. " cum 5500 r c� 5 rn P.R.V. REQUIRED . r SQ. . FT . N 5500 ;'u c) rT � '" / 658.50 67 e Q� ra fit Sa. FT. ° �, 5500 Cu c� m 0? 7 `cam r tt� co co " ' 6339 Cs \ C� + SO, FT. r ° 6600 CU V � $ t� O C7� � _ � � t � c� iSa. FT. � z z o c Sa. FT. �, Sa. FT. c 666�' ;rcrr 9 0? 10 cztt(> c�•t Private P,R,V, `S W2 b6 i'6QUC'6d; water pressure 6XGe6d6 80 P.S.I, I" « ' 3 Qg' ` > 2J' z z "� SQ. FT. o 78FT. c 5698 6C144 n cz 1 0) ,° % cts z p M SO. FT, � Sa. FT. _t M 1. 7128 ° 5�23 { r ' 12? 25' c� C6 U) Cn SO. FT. T Cn 4: 0 ! 1Q 74,40, z z 10 M sa. F , T tp 50.00, BLOCK r p 50 # 0 0' i fit s r: t✓u25 q 18.1 4 n zk +' ' m r 6 B 0, 50 28.10 17 t 46.3E _ !;.93 z f gg g8 <76 \ 4 ,8 25 54.68 50.50 1 s 4t 1 OAK CREEK TRAILS S P{ ASE 3A OC, {r" LIJ DOG''. 6. 20 8- 8 �; ` ' 9 r FINAL PLAT 2 v ct i c; 1 r fit' , a - �i �I tiSEE SHEET 1 FOR 3 ?i' ta�-a OF LOTS 9-18, BLOCK Me LINE AND CURVE DATA 13 1 LOTS I , BLOCK� SHE 2 F a _- 24 LOTS �-, BLOCK W -- , -- 38, LOCK Filed for Record - -- �.E . LOTS -- f> L D the Official Racer f: LOTS f t BLOCK Y (�etrtc 4ifrr€�a $ 0-. 7/2312018 2.38,21 PM P ?A-RM BY: F LOTS ,- 5 , 56X, 57X, BLOCS: ,A- In the PLAT Records :. P ' BY: OAK GREEK TRAILS 0DWIN29 OAK CREEK TRAILS (30ll Doc Number 2018-315 BEING Number of Pates.: Amount: 200.00 D * R * HORTON 55.303 ACRES €3 rd e r4: SffUATED IN THE Bv: BF 6751 North Freeway CIVIL ENGINEERS - PLANNERS - SURVEYORS R. MATNEY SURVEY, ABSTRACT NO. 878 Poi Worth, Texas 76131 uDrive, Grapevine, Texas 7 I OF FORT WORTH, i E `TON COUNTY, TEXAS Phone: I°7)23 8 Metro 8 3 37 PHASE SE 166 RESIDENT LOTS OPEN SPACE LOTS Fax: (817)230-0896 TBPE REGISTRATION- FINAL PLAT CASE �� . �� -00 REFERENCE SASE No. PP-14--03JUKE 2017 TBPLS # 10021700 I POTN T!\,vRvFK I PO IN T N I S76 '46 5 0 �247.67, POIN T T �N' ! i CREE'";, XA-_ DEPARTMEN;'_ �axNrFig} 3 - ID R _T f I .. , DRAINAGE/ FLOODP AIN EASEMENT o r POINT IN cc CREEK 0 56X, BLOCK AA 4Q PRIVATE FIOA/DEVELOPER OWNED AND MAINTAINED OPEN SPACE 933650 SQ. FT. �v APPROXIMATE LIMIT ULTIMATE FLOODPLATN PER MCK ENGINEERING STUDY WITH UPDATE BY . GOODWIN & MARSHALL 8947'36�� (FP-17-031-FP, MAY 20V) POINT IN 60 . 75' CREEK 0 77 -13,29 MIN F.F. 6'45.00 �9 Uj MIN F.F. EASEMENT DRAINAGE/FLOODPLAIN 640.50 0) W MIN. F.F. 37 "Q1 640.25 36 9642 SG. F7 z 7534, MIN. F.T7 2- So. z 640.6 Ou - Ock 35 44 L13 7739 MIN. F.F. SO, FT. 34 7441 SQT. F 639.90MIN. F.F. jL�4�� cocv C� 1 33 N. :W� "-, , � � , Z-'\' 7255 639.75 SQ. FT. Al MIN. F.F. zc� APPROXIMATE LIMIT 32 639.50 cs_- FEMA FLOODPLAIN 50. 6800 EFFECTIVE DATE: 04/18/2011 SQ. FT. MAP No. 46121CO495G MIN. F.F. 31 C)j IV 639.25 6160 Cli SO, FT. MIN. F.F APPROXIMATE LIMIT 0 30 639.00 ULTIMATE FLOODPLAIN PER MCK ENGINEERING 000 6 STUDY WITH UPDATE BY GOODWIN & MARSHALL I.0 SQ. FT. 29 MIN. F �F , S L= Q) (FP-17-032-FP, MAY 2017) 636.90 C 6000 56X, BLOCK AA SO. FT. A/DEVELOPER OWNED ZI to,' 'PRIVATE HO C* Uj Cu10, 28 MIN. F.F. AND NTAINED OPEN SPACE 933650 SO. FT.6143 638.75 C) 0). SQ� FT. �0 27 39 Cli 38 /V 8422 lY cry SQ. FT, 4( 1�q I.. 7827 (1) - 7290 C? SQ. FT. 6879tC, SO. FT. MIN, F.F, A 40 SQ. FT. 41 pj:- 6900 638.40 647 SO. FT. .00 42 (Z) 7142 . Ole 60-00, SO FT 0 7699 0 Z4 Z)U, r 1. 60 18 55 At' MIN. 638F.F.�.00 01 E 77' 5893 B2 SQ FT, J 29 -12' 5500 as, - 2555 7787 5 SQ. FT. SO. F7. 45 (V Lj 5500 T SO. Fl MIN. F.F.2 51 46 J /V 649.25 50 LU 6454 cr, 7869 6121 5500 SO. FT. 0 SEE SHEET1 FOR SO FT M a 5605 SQ, FT CU S T 19. 53 I , M 9 0 LINE AND CURVE DATA 12058 \ \ C> (6 C-V1 SO. FT. V11 z 4,404,0644*41to BLOCK AA 47 10' U E 13066 AfA 0. 1 =43, 48 SO. FT. rc� I Z L=2.08' L 11579ry co ------ SQ. FT, Ny 01 MIN. F, 50.00, SE� 50,00, 650.50 54 142.37' sh 6396 32.10 SO, FT. co 4P N PREPARED BY: ,36,0 I 0VMED/DEVEL0FRD BY: GOODWIM D*R#HORTON CIVIL ENGINEERS — PLANNERS — SURVEYOR 2405 Mustang Drive, Grapevine, Texas 76051 Metro (817) 329-4373 TBPE REGISTRATION # F-2944 TBPLS # 10021700 LM PHASE 3B FINAL PLAT CASE No. FP-17-006 REFERENCE CASE No. PP-14-039 POINT IN c C I E E K CIO LOT 1. BLOCK 3 BEECHWOOD BUSINESS PARK CAB. R, PG. 15c':? r/P" C.T _- .,.R,S. P.R.D.C.T. SEE SHEET 2 P.R.V. REQUIRED Private P.R.V.'s will be required: water pressure exceeds 80 P.S.I. LOTS 1-10, BLOCK V LOTS 1-20, BLOCK W LOTS 1-38, BLOCK X LOTS 1-22, BLOCK Y LOTS 57-67, 56X, BLOCK Z LOTS 1-55, 56X, 57X, BLOCK AA OAK CREEK TRAILS BEING 55.303 ACRES Sff UATn IN TRE R. MATNEY SURVEY, ABSTRACT NO. 878 CITY OF FORT WORTH, DENTON COUNTY, TEXAS 166 RESIDENTIAL LOTS & 3 OPEN SPACE LOTS JUNE 2017 Filed for Record in the Official Records Of: Denton County On* 7/2312018 2:38-21 PM In the PLAT Records OAK GREEK TRAILS Doe Number- 2018-315 Number of Pages: 4 Amount: 200.00 Order#: 0 WAIER "S S TA TEMENT OWNER 'S A CKNO WL ED GMEN T AND DEDICA T/OA/ S TA TE OF TEX4 S,, COUNTY OF DENTON,, WHEREAS, D. R. HORTON - TEXAS, LTD and OAK CREEK TRAILS L,P. as owners of that certain tract of land, part of the R. Motcny Survey, Abstract No, 878, City of Fort Worth, Dentor, County, Texas, being t/Yart oil that certain tract described in a deed to D.R. Horton - Texas, Ltd., and recorded in Document No. 2014-110842 of the Deed Records of Denton County, Texas (D,RDC'I), and c part of that certain tract described in deed to FTW 3.8 Development L.P. and recorded in Document No. 2005 -254 09 DRDC T, said property being more completely described as follows, to -wit. BEGINNING at a 112' capped iron rod found stamped "Goodwin 8 Morsholl, , in the South right-of-woy line of Clay Creek Lane (50 ' right-of-way width ) as shown in the Final Plot of Car": Creek Trails Phase 3A recorded in Document No. 2017-256 and as amended in Document A/c. 2018--89 of the Plot Records of Denton County, Texas (PRDCT), THENCE North 00"/3 min. 29 sec. East departing said South right-of-way line, a distance of 50.00 feet to a 112" capped iron rod found stamped " Goo dw in 8 Marshall' in the North right-of- way of said Clay Creek Lone, THENCE' North 89 deg. 45 min. 0/ sec, West along said North right-of-way line, a distance of 25.20 feet 10 G 112" capped iron rod found stamped "Goodwin 8 Marshall' THENCE North 00 deg. 13 min. 29 sec, East deporting said North right-of-wayline, c distance o //0 00 fee l to C 1/2' cooped iron rod found stamoed "Goodwin 8 Morshak", in the North he o' r 4, a& Wes, olonc hvo rs-s•rance, o' V2 COADet" !roll" roc, 7 o un a stumDec G000yllr, 8 1v1,a,snc/!' 'EhA"L mi 5eVes o/onc Qa%c anel c Gisionce o- e& 112' copped iron rod found stamped ` Goodwin 8 10arsholi" THENCE North 88 deg. 26 min. 58 sec. West along Said North line, a distance of 50.00 feel to a 112" capped iron rod found stomped "Goodwin 8 Marshall THENCE North 87 deg, 53 min. 22 sec. West along said North line, a distance of 54'> 83 feet to c 112' capped iron rod found stamped 'Goodwin 8 Marshall' THENCE North 87 deg. 13 min. 12 sec. West along said North line, 0 distance of 50.00 feet to a 112 -' capped iron rod found stomped "Goodwin 8 Marshall' THENCE North 86 deg. 38 min. /0 sec. West along said North line, a distance of 50,00 feet to a 112' capped iron rod found stamped 'Goodwin 8 Marshall' THENCE North 86 deg. 03 min. 07 sec. West along said North line, a distance of 50. 00 feet to a 112' copped iron rod found stomped 'Goodwin 8 Marshall' THENCE North 85 deg. .57 min. 56 sec. West along said North line, G distance of 50'. 00 feet to a 112' capped iron rod found stamped "Goodwin 8 Marshall' THENCE North 85 deg, 36 min. 50 sec. West along said North line, a distance of 302.50 feel to a 112' capped iron rod found slam ' ped 'Goodwin 8 Marshall" in the East right-of-way line of White Mill Road (50' right--of-way width), THENCE North 75 deg. 36 min. 08 sec. West departing said East right-of-way line and along said North line, a distance of 50.00 feet to a 112' capped iron rod found stomped "Goodwin 8 Marshol," in the West right-of-way line of said White Mill Road, THENCE South 14 deg. 23 min. 52 sec. West along said North line and West right -of --way line, a distance of 21. 55 feet to a 112' copped iron rod found stomped 'Goodwin 8 Marshall", THENCE North 75 deg. 36 min, 08 sec. West departing said West right-of-way line, , a distance of 278.68 feel to a 112" capped iron rod found stamped "Goodwin 8 Marshall" for the Northwest corner of said Oak Creek Trails Phase 3A and being in the East right-of-way line of a tract conveyed to B. N. S.F. Railway, said point being a Point of Curvature of a non -tangent circular curve to the left, having a radius of 5779.58 feet, a central angle of / deg. 04 min. 47 sec. , and being subtended by a chord which bears North 01 deg, 3.1 min. 41 sec. East - 108.91 feel'? THENCE in a northerly direction along said curve to the leff and along said East right-of-wey line, a distance of 108.91 feet to a 112" capped iron rod set stamped 'Goodwin 8 Morsholl" , THENCE North 12 deg. 59 min. 18 sec. East tangent to said curve and along said East right-of- way line, a distance of 623.30 feel to G 112' capped iron rod set stamped ' Goodwin 8 Marshall THENCE South 77 deg. 00 min. 42 sec. East along said East right-of-way line, a distance of 25, 00 feet to a 112' copped iron rod set stomped ' Goodwin 8 Marshall' THENCE North 12 deg. 59 min. 18 sec. East along said East right-of-way line, a distance of 296.02 feet to G 112" copped iron rod set stomped 'Goodwin 8 Morshall', THENCE North 89 deg. 28 min. 45 sec. East along said East right--of-way line, a distance of 25.71 feet to a 112' capped iron rod set stomped 'Goodwin 8 Marshall', THENCE North 12 deg. 59 min. 18 sec, East along said East right-of-way line, a distance oil 620.83 feet to a point in the creek, said point being the Southwest corner of a tract conveyed to AAIDV-97 by deed recorded in Volume 5396, Page 324 (DRDCT) and in the Eo-51 right-of-w(y line of said B. IV. S.F. ra#wGy, TH ENCE HENCE South 49 deg. 20 min. 25 sec. East departing said East right-of-way line and along the South line Of Said ANDV-97 tract, a distance of 198.52 feet to a point in the creek, THENCE South 75 deg, 46 min. 50 sec. East, G distance of 247.57 feet to a point in the creek, said point being in the South line of a tract conveyed to Texas Department of Transportation by deed recorded in Document No. 2006-152550 (DROCT), THENCE South 58 deg, 0/ min. 13 sec. East along said South line, a distance of 302.23 feet to c point in the creek, THENCE South 43 deg. 22 min. 15 sec. East, a distance of 204.98 feel to a point in the creek, THENCE South 77 deg. 13 min. 29 sec. East, a distance of 176.41 feet to a point in the creek, said point also being in the East line of the final plot of Lot I, Block 3 of Beechwood Business Pork by, plot recorded ir, Cob me' R, Page 152 (PRDC^ T ), THENCE South 07 deg, 06 min. 24 sec. West along said East line of Lot 1, Block 3, c distance of 168.03 feet to G 112' capped iron rod set stomped "Goodwin 8 Morshall', THENCE South 42 deg, 59 min. 29 sec. East along said East line, a distance of 996.86 feel to 0 112' copped iron rod set stomped 'Goodwin 8 Marshall' THENCE South 24 deg. 32 min. 00 sec. East along said East line, a distance of 436.22 feet to a 112" copped iron rod set stamped 'Goodwin 8 Marshall', Said point being in said East line and the Northeast corner of Ock, Trails Phase 2 or recorded in Document No. 2017-126 PRDCT, THENCE South 64 deg, 43 min. 48 sec. West along said North line of Oak Creek Trails Phase 2, a distance of 355,46 feet to a 112' capped iron rod set stomped 'Goodwin 8 Marshall', said point being a Point of Curvature of a non --tangent circular curve to the right, having a radius of 975, 00 feel, a central angle of 5 deg. 31 min. /0 sec., and being subtended by a chord which bears North 46 deg. 12 min. 56 sec. West - 93.89 feel, THENCE in c northwesterly direction along said curve to the right and along said North line, c distance of 93.92 feel to a 112" capped iron rod set stomped 'Goodwin 8 Marshall" 1 THENCE South 79 deg. 155 min. 57 sec. West, a distance of 4.35 feet to a 112" capped iron rod set stamped 'Goodwin 8 Marshall' 0 T T CO, WIV ER 'S S TA EMEN I THENCE North 18 deg. 51 min, 38 sec, Wes", a distance of 8.85 feet to a 112" capped iron rod set stamped "Goodwin 8 &Jarsholl", said point being a Point of Curvature of a non -tangent circular curve to the right, having a radius of 975.00 feet. a central angle of 00 deg. 42 min. 4e sec. and being subtended by G chord which bears North 42'deg. 29 min. 09 sec. West - 12 , 14 feel THENCE in a northwesterly direction along said curve to the right and along said North line, o distance of 12.14 feet to o /12 " copped iron rod set stomped "Goodwin 8 Marshal'" , THENCE South 46 deg, 02 min. 57 sec. West along said North line, a distance of 50.34 feet to a 112' capped iron rod set stamped `Goodwin 8 Mdrsholl', said point being a Point of Curvature of a non-tanoent circular curve to ,,he right, having G radius of 1030.00 feet, a central angle of 16 dec. 15 mir,,- 43 sec., and being 37 Sec. subtended by c chord which bears South 82 deg, 05 min. . West - 291,36 fee,", THENCE in a westerly direction along said curve to the right and along said Northline, a distance of 292.34 feet to a 112' copped iron rod set stomped "Goodwin 8 Marshall THENCE North 89 deg. 46 min. 31sec. West tangent to said curve and along said North line, c distance of 3 73 . 78 fee/ to a /12 " capped iron rod found stamped 'Goodwin 8 Marshall' in the East line of said Ook Creek Trails Phase 3111, THENCE North 00 deg. 13 ruin. 29 sec. East along said East line, a distance of 90.50 feet to G 112" copped iron rod found stamped 'Goodwin 8 Marshall' TqEA1CF t�ior;f�� 4,�� deg m ir, 2 7 sec, Eos i clono scid Ecs a c dis ta,-7ce o f 28. 28 fee i to C in 8 Mcrsr�cj� ,-, (j- /,.r 9, 6 RF contc/ninf; 408, 98,91f soucre fee'r Jr 303 acres of La(", more or less. L i' -SE PRESEN 'I'S Kil"J01111, 1114 �__1vE 3THE Witness our hand, this the day of 2018. A Texas Limited Partnership Byi, Benjamin M. Clark, Assistant Vice President 5 TA TE OF TEXAS COUNTY OF Before me, the undersigned Notary Public in and for said County and State, on this day personally appeared Benjamin M. Clark, known to me to be the person 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 CCPGCity therein stated. Given under my hand ands 01 of office this the 12, day of _JWW 2018. Notary ublic, tatofTexas KATIE WIN My commission expires --l—IJ7,101 iD # 130023623 my Comm, Ev, 5 TA TE OF TEXAS,, COUNTY OF 2M 1. Bearings are referenced To Texas State Plane Coordinate System, North Central Zone 14202 North American Datum. of 1983 as derived from G7PS observation. 2. According to the Flood Insurance Rate Mop 1F.IRAIt) pane`48439CO495G, effective April /6, 2011, This survey is located in Flood insurance Zone 'X-' non shooed areas to be outside the 0,27 annual chance floodolam and Zone 'A" no base flood elevations determined. 3. All i12 " iron rod set with yellow plastic cqD stamped "Goodwin 8 Morshoill " unless otherwise noted, 4, Lots56X, 57Y, Block AA, 56X, BLOCK Z are Private H.O.AlDevelo'Der owned and maintained open space lots . 5. Compliance with Ordinance #18 regarding Urban, Forestry is required. LAND USE TABLE 7HES_E- �CT_c ARE BcEING DEVELOPED TO THF -7 L" IN,',-Q7D,7'-_ -ANDARDS ON v -I-,e Arl-8 _(Acreage: 155.30-34 Tota'.� NUMD--r- Lot.-S. 1,59' Gross c 16, F N -1, te r, Z - 1� I, De�-a-nec 16- ng 14�� aM Total Nc. Dwelling Uln2ts: 16r-) Total Non -Residential Lots: 3 Number/23.683 Acres f I Private Open Space Lots: 3 IRight-of-Way 6.873 Acres ---------- BY I Chairman BY; Secretary SUP VE YOR 'S CEP TIFICA TE This is to certify that /, Bob Henderson, Jr. , a Registered Professional Land Surveyor of the State of Texas, have plotted the above subdivision from an actual on the ground survey, and all lot corners, angle points, and points of the curve shall be properly marked on the ground and that this P/O/ correctly represents that survey mode by me or under my direction and supervision. Bob Henderson,I Jr. �QF 7-oN, T4" Registered Professional Land Surveyor No. 2502 Goodwin and Marshall, Inc. 2405 MustangDrive JK Grapevine, Texas 76051 2502 metro (817) 329-4373 Utility Easements Any public utility, including the City of Fort Worth, shall have the right to move and keep moved air' or Part of airy building, fence, tree, shrub, other growth or improvement which in any way endonaers or interferes with the construction, e mainl5nonce, or efficiency or iIts respective shown on the systems on any of the easements I s plot, and they shall have the right of air limes /o ingress and egress upon said easements for the purpose of construction, reconstruction, inspection, patrolling, maintaining,, and coding t o or removing a# or part of its respective systems without the necessity at any time all procuring the permission ssion of anyone. The City of Fort Worth has an ordinance implemenfin`g the assessment and collection of transportation impact fees. The total amount assessed is established on the approval dote of this plot application, based upon, Schedule J' of the impact fee ordinance in effect as of the �,e cC�_ ¢ne 'r)lcV e ollrl�0121' 7 c 5 oe'e.r, f Duac-l-,C DraincQ& wfflfff=�� Abd construction shall be allowed within the floodoloin easement, without the written approval of the Director of Transportation and Public Works, In order ' to secure approval, detailed engineering plans codlor studies for the improvements, satisfactory to the Director, , shall be prepared and submitted by the party is wishing to construct within the flood -plain. Where construcfion is permitted, cli I finiShed floor eilevofions shall be a - I f-thinimum of two (2 fee' above the /00- year flood elevalliot-, Flood Pldin/Droinage- Way,, Maintenance The existing creek, stream, river, or drainage channel traversing along o., across portions of this addition, will remain unobstructed of all times and will be rnoinfoined by the individual lot owners whose lots ore traversed by, or adjacent to, fi�e droinooe-wqys, The City o` Fol-i OVorfi' 4, b/6 AV,,!reSDO-�_q! C ;Cc Cr (0 1:1-1. 0 (7 1141 G i 5 �D -s �ttcenf -wcjowne.Keehe odcO,Gge, !�. .c, S, 0", G' e D fc, 5�; 'o- oMel, SUDS!a which wou/0 resufl in unson;! conditions, and the City shall have the right of entry for the purpose of inspecting the maintenance work by the property owners. The drainage -ways are occasionally subject to storm wafer overflow and/or bank erosion that cannot be defined" The City of Fort Worth shall not be licbl(,:, for any damages resulting from the occurrence of those phenomena, nor the failure of any structure (s ) within ft,e drainage -ways. The drainage -way crossing each lot is contained within the floodoldin easement line as shown Or., Vv plot. Building Permits No building permits shall be issued to,-- a7/Of in this Subdivision until an appropriate CF4 other, acceptable provisions are made for the construction of any applicable water, sewei storm drain, street lights, sidewalks, or PG;'ing improvements, and approval is first obtained froi-,7 the City of Fort Worth, �,ks Sidewalks are required adjacent to both sides of all public and private streets, in conformance with the Sidewalk Policy per "City DeveloDl-rent Desior .Standards ' . Private pressure reducing valves will be required, water pressure exceeds 80 P. S. Avigotion and Sound Easement Release and Disclosure Aclreement The property shown on this plot, in its entirely, is subject to an cvigation and sound easement, release and disclosure agreement recorded by seperate instrument in volume 5258, Page 14 52 (D-1R, D. C. T. 4 J. N A. AI a. A."A. A OF LOTS 9-18, BLOCK M LOTS 1-10, BLOCK V LOTS 1-20, BLOCK W LOTS 1-38, BLOCK X LOTS 1-22, BLOCK Y LOTS 57-67, 56X, BLOCK Z LOTS 1-55, 56X, 57X, BLOCK Ake OAK CREEK TRAIL BEING 55.303 ACRES SrrUATED IN THE R. MATNEY SURVEY, ABSTRACT NO. 878 CITY OF FORT WORTH, DENTON COUNTY, TEXAS PHASE 3B FINAL PLAT CASE No. FP- 17-XXX 166 RESIDENTIAL LOTS & 3 OPEN SPACE LOTS REFERENCE CASE No. PP-- 14- JUNE 2017 HRIP�V OEM IN arm 1 1113113 Mi ;Ills= :111:11m "Wal 31 �Em CNJ W W ch r W Wn c 1 W z 19 41 \<1 la LOT 1, BLOCK 3 BEECHWOOD BUSINESS PARK APPROXIMATE LIMIT CAB. H, tL7. 102 ULTIMATE FLOG PLAIN PA.D.C.T. PER MCK ENGINEERING STUDY WITH UPDATE BY GOODWIN & MARSHALL fr \P -17-031-FP. MAY 2017) , -'F DRAINAGE/FLOOOPLAIN % EASEMENT MIN. F.F 633.75 12 SOCO SO. MIN. F.F, 633.50 6000 '00. x SO. FT MIN. F. 0 0 1 .F633.25 10 6000 SO. FT. MIN, 63�.O'O 19 9 APPROXIMATE LIMIT 7735 6000 SG FT ULTIMATE FLOOOPLAIN .X PER MCK ENGINEERING so, Fr WITH BY MIN.6-32.75 FP STUDY 6 GOODWIN & UPDATE MARSHALL -17-031-FP. MAY 2017) 8 6000 1 SO. FT. 'jo APPROXIMATE RN O 0' IM4A8T12E iCO4MMLOOOPLAI9N EFFECPVE DAE 04/T85T /G 2011 L 19 MIN, F.F. 632.25 0 > RE 6ID 13 < SQ. T. .06' r6'7' L-A6 r 0 t?4 .0 M IN. F.F. 56X, BLOCK AA 631.75 PRIVATE HOA/DEVELOPER OWNED 6 AND MAINTAINED OPEN SPACE 8958 SO FT Cn 933650 SO, FT. z > 0 cS-ya)- Cn - m - m - (m - 0- r- 0 "q U) N (0 to C> N 0 (Ij 0 0 10 SQ. FT. LLJ M9 �q 9 m �n C1 4 '" C) C) cn-1 5497 r mo -'o 0 !4 0 7764 te' �,::j 00 Z:)::� 58 SO. =T, 5499 in 5 6 7 8 9 MIN. F,F. 5500 5500 55 40 S;;5S SO. FT. 0 SO FT. SO, FT. SO. FT. SO. FT. O. FT. SQ. FT. 5 631.25 C a m z z z z z z 8958 SO. FT. z BLOCK W I Q� z 12.53' N 89 *46'25" W -70' �b - 1;6' 50.00 37.47' 50.00 50.00' 50.00' 57.64' 67.40' 73.67' "Po BLOCK AA DRAINAGE/FLOCOPLAIN 5D LO' 50,00' 50 50.00' 50.00' 50.00' 50.00' Lll r '44 '02 - W 1 149.90 EASEMENT 41.25' 4 MIN. F.F. Uj BLOCK W 3t�' 8958 631.15 CU Uj Lj Uj Uj L.0 Uj C,\U, r SO, FT W cy). all - CA :S� � S:" R C3 N C) - CT) - a)- m - m a4 •-7-7 5500 mo 5500 CZ 5500 5500 No 5500 Pj Co, 5500 5500 P1 0 5972 9582 APPROXIMATE LD41 Uj SO.' FT, SO. FT, M" SO. FT. SO. FT, Mq SO � FT. M6 Sa� FT� Mq SO. FT M q S-0. FT. SO. FT ---ULTIMATE FLOODPLA PER MCK ENGINEERI —j W 16 15 14 �,Z� 13 cc 12 -8 20 80 19 C- 0- 17 0 0 0 M F F STUDY WITH UPDATE 0 0 3 GOODWIN UPDATE 2 1 z z z z z z z 631.00 -17-03i-FP. MAY z aial (FP 20' B.L -- -RAI SQ. FT, t�Z Uj 4 31� LO rN 4- I So# Uj —27 L=77.70' 50.00, 50.0 -T .00, 50.00, 50.00 000, =�O'00 CR 0 —P-01 - F MIN. F.F. NT 0 CLAY CREEK LANE 2 630.90 r 7800 -4 BEGINNING N 89 *46'31" W 329.11' SO. FT. ............ 1150 00' If; LIA 09 L 1 20.46". .............. 4 L ell, 35 0 50.00' 50.00' 50.00 50.00, 50.00, 50 t L=35.17 L=48. 10 0 Ln", e MIN. F.F. D.75 -Z- 53 A Uj LU LU so. T . Uj 149 uj Uj to CU 0 N 0 0 rtr m- in q 17 06 18 57X, BLOCK AA C�j 0 N 1-21' 0 ' 6 14 15 �-)(q PRIVATE HOA/DEVELOPER OWNEDcfs 9 N c' 10 q I 1 12 13 0 AG �) q 5722 6694 cc DRAIN 5B50 5500 550D " 0 5500 5500 �, Z,' 1 5500 c) 5500 0 1" Q. FT. AND MAINTAINED OPEN SPACE L41 j as C) 0 056L SO. FT. 0 EASEMENT Q1. F T. SO. FT, c) SQ. FT• 0 SO. FT, 8290 SO, FT. SQ. FT . SO. FT . c SO. FT, SO, FT s 0 z 0 z z z 55.00', 50.00' 50.00' GRAPHIC SCALE -50 0 50 100 150 50.00' 50.001 ;50.00'— 50.00' 50.00' 25.30' . TO* i—u �t. L=23 .05' 20' S.L. Uj W Uj Uj z z z z BLOCK M r IS 37' "7 =qld RII L:=67 -5 50.00 W 373.77' OAK CREEK TRAILS PHASE 2 DOC. NO, 2017-126 P.R.D.C.T. PHASE 36 FINAL PLAT CASE No. FP-17-006 REFERENCE CASE No. PP-14-039 TEXAS MOTOR/ SPFEDWAY'; LOCA77ON NJ j 135W C11) WE + s VICINITY MAP (NOT TO SCALE) LEGEND R.O.W. RIGHT OF WAY BL. BUILDING LINE U.E. UTILITY EASEMENT D.E. DRAINAGE EASEMENT S.E. SEWER EASEMENT SO FT SQUARE FEET VOL. VOLUME PG. PAGE CAB. CABINET SL. SLIDE O.R.O.C.T. DEED RECORDS, DENTON COUNTY, TEXAS P.R.O.C.T. PLAT RECORDS, DENTON COUNTY, TEXAS VIA EE9S - PLANNERS - SURVEYORS 2405 Mustang Drive, Grapevine, Texas 76061 Metro (817) 329-4373 TBPE REGISTRATION # F-2944 TBPLS # 10021700 r OAK CREEK LP IS SIGNING PLAT BECAUSE THEY ARE OWNER OF LAND WITHIN THE BOUNDARY OF THE FINAL PLAT AREA. THEY ARE NOT AN OWNER OF A RESIDENTIAL LOT INCLUDED IN THE E] , AT. THE PURPOSE OF THIS CORRECTION PLAT IS TO REVISE INCORRECT LOT DIMENSIONS IN BLOCK M P.R.V. REQUIRED Private P.R.V,'s will be required, water pressure exceeds 80 P.S.I. A PLAT, 'VTXT A T PLAT rV OF LOTS 9-18, BLOCK M LOTS I - 10, BLOCK V LOTS 1-20, BLOCK W LOTS 1-38, BLOCK X LOTS 1-22, BLOCK Y LOTS 57-67, 56X, BLOCK Z LOTS 1-55, 56X, 57X, BLOCK AA OAK CREEK TRAILS BEING 55.295 ACRES SITUATED IN M R. MATNEY SURVEY, ABSTRACT NO. 878 CITY OF FORT WORTH, DENTON COUNTY, TEXAS 166 RESIDENTIAL LOTS & 3 OPEN SPACE LOTS JANUARY, 2019 gsmmm1 CI FW' Filed for Record in the Official Records Of., Denton County On: 1118t2019 3:51:01 Pm in the PLAT Records FINAL PLAT OF OAK CREEK TRAILS Doe Number 2019— 24 Number of Pages: 4 Amount/ 200,00 Ottle0` By: MK MATCH LINE SEE SHEET 3 .0l .0e PPROXIMATELIMIT aMA FLOOOPLAIN 01 MAP No. 46121CO,495G 9. EFFECTIVE DATE: 04/16/20:11 56X, BLOCK AA PRIVATE HOA/DEVELOPER OWNED AND MAINTAINED OPEN SPACE O MIN. F.F. 933650 SO. FT 637.60 24 6847 SQ. FT RA rClj lx MTN. F.F. 637.35 0 23 6646 r SO FT MIN. F.F. ORAINAG �1 om;t EASE T cr 636.75 EN e 56X, BLOCK 929237 SO. F 22 10, , 1- -�rAlit 8689 -36 SQ. FT. O`"�-ZOZZ.21' L24 Q, PUM15JACK bkiVe 50.00, v MIN. F.F. 50.00, rir, 651.0 MIN. F .F. 70 0 ", 00, t . 50.00, 5e, I;Z7 - 1001 r, 636.50 21 23 SF7L- 0.00, 26, L=51,58' io LIU LQ L= 3,79' 9948 ttj7,5. Uj SQ. FT. 36,08 Uj LU 171. U.E.BLOCK AA 7 q M 1351 - el 4 1.1 9 SQFT a3 � SO. FT. 5548 0) 8300 MIN. SO. FT, . 8 20 SO FT. 5500 6 SQ. FT. VV 5500 0. 10 Rm 9 5 P 2 6ig 0 SO. F 7029 SO. FT. F.F. 0 SG- F" - SO, FT. V'CO SO. FT� .01 �()365 6315,00 -82 z T. -:�o xea -24- CID f-4 z z OPA 1N ba�J 79.42' z FT� N88 '35 55.00 110'31' % N 8 z 5 '36-50 W 50,00, z L '22 50.71 6 45� 6552,25 BLOCKY 80 '5 o 4- 50.00- 50. 50.00 25.58'25 35 5.65 25 -80 4 iiq- 3.44 75.95' 0 MIN. `:7.F. MIN. F,F. 4a� MIN. F.F. 57 7-� 01 50.00 50 �00' -5, 91 5571 1 50 r-r .46' N 86 '0553 A-7 32.24 '7 635.00 SO. FT. BLOCKY Y N 89 '46'3 1 1 pcail N 85'45'13" w 636.00 6,0 51.00 - 43" W 51.70' 56.48' 51.00 ;5 1.00 N 87 *25 '23 88 '0533" W N 88 *45' rn 0 0 51.00' .00 LU Uj LU 22 56X, BLOCK Z 0 Uj 10' U.E MIN M F.F. 58 C - Uj F.F. cta 1 7069 - 0 CU PRIVATE HOA/DEVELOPER OWNED ; -n C? 19 W1 1 19 0) 18 CD 17 16 0 ;U- _:I q 21 20 , 7"o Uj W N, - 634.5 652.25 6052 So. FT. 5509 fV 0 ru - z 'r to �Q F 'IT SO. FT. 5500 (�Q 5500 18 C" Cu - 8096 3 q 71� 16 7515 4" : AND MAINTAINED OPEN SPACE C , !7 C"i M;.4 LQ 66.9 � 6 39346 SQ FT. T SO. FT. 5514 Lori 17 �T 9 r, a cl" 0 -00 SO, FT. SO. F T. (4 15 17 :- C7) NT CU z SO. FT. C' 1-1 SO. FT. SO. FT 0 5683 P 0 16 15 9 i 0) SO. FT. (0 in ('� I A•C 0 mo 10032 z 0 5683 P C q 14 13 A 1_1 CU .4 Oj :' - 558: 44 0 z SQ. FT, z SO, F 5683 1�9 - 655 L31 z 10 T. 3 SO. FT, s C) z z Sn FT 0 " 3 57 0 6 SQ.a3FT, ;j SO. FT. 0 So. F, - SO. FT, m z z FT� 0 0 bo z z MIN. F.F. 64.42-IL U.E, 653 .00 59 50m, L z C� 6084. 50,00. L 20' B.L. MIN. F.F. so. Ff. Q0 40, /V 10, U .E. A .03 634.25 .. . 61 1. M '��O 54 L=52.29' '�x 14 50.45' -,n.00 50.00 4AW 41 .00, 1 --LN--85 • '31��SW q93,88, L=5':1.00' .94 5643 0.01, `VVT co': _ ---� ! co 1 01 10 SO. F T .00 MTN, F,F. = R PD 65400 60 m a 'Z'i 85,45' 236.77' IN. F.F. 19 4) 50.00 I" W 322.22' 634.00 50.0o, N 89 *46'3 SG. FT, 50,00- INDIAN HEAD DRIVE 13 50.00, 5000 -0 10' U.E. 50 �00 L=37.0 L=50.00 L=50,00' SO. FT Uj 20' B.G. - L=50,00, .91, L=50 ,00' L=41.57 50.00- 50.00' 50.00 50.00 50.00, 11) 88' Q -Uj 0 - 9*� �N MIN. F.F. 61 W 8,43'--" TO' -UE, %51\ 0 'cep 653.75 4 7"0 '0 0. 0 I m q .0 Uj LU LU LU W SQ, 0 &1 6142 mq 0 m - LU LLJ T 7619 3 m z 5500 4 P m N - - - SO, FT. Cu 0 5 m q m m - (" m - oi- m - M - 1, 0 SO. FT 5500 0 Nr m- 01- 44: "�T - 5 6 0 C'V CD (\j 0 CU 0 Cu 0 C? e 50. FT, S07� T . 5500 p ai 7 cy? NT - 4:q q - q q q E," 25 al'�SEMH% z SO. FT. 5549 cp 8 P q Ln q mom` j m m -;006557S MIN. F.F. z z SO. FT, 5565 45� 5565 m 10 m 1i IT m 12 -0 2 "o 14 15 "o 16 '40 17 18 62 SO, FT. 0 SQ, FT CM:) 5565 co 655,50 70 A z R7 grInn C 50. FT. 0 0 6180 c,�rN 85'36�50 z z SO. FT. SO. FT. 0 SO. FT. 0 SO. FT. 0 SO. FT. 0 SO. FT. 0 SQ. FT. 0 So. FT 0 SQ. FT, SO, FT. 1 50.00 BLOO< X z 1.q -2. z z z z z z z z 50' 50oo- 50,0o 50.00 -36, EASEP.-Cop 50.00. 50.00, 50.00, 5' 19 75' 18.53, 17.32' 4 6�10' 71.09' b. a - 50.00- 2 .1 '29,04' Q Oa '0 .25' 0 50.00 31.47' 33 .90' 1 50.00 50.00 N 89 *46'31" W MIN. F.F. 63 LU IN 86403-41' WN 86*4c,00,, WN E37-17'05" W 32.68' 1 � 34.91' 50 �00' 50.00' 50.00' 655.50 .00, n , 87*54*10" W N 88 '331'16" N 89 '03 '09' W 51.00' 51.00, 51.00' 51.00' 50.00' 6212 0 - LU LLI 50.00, 50.00, 50.00, 5001 50.00, 51.00' 51.00, Z So. FT. Uj 38 LU BLOCK X mq 37 0- Uj LU Uj Uj LU LLI U� C - 15794 36 r a r 0 SO. FT, 5500 0 35 q fn 0) 34 rN - to SQ. FT. Vt -500 0 SO FT. 'T 5500 C'V 32 io CU a CV 0 N 0 N 0 U) q 0 'q -4 5500 33 r fn 0 0 50. FT. 00 * 31 30 9 YIN F.F.64 z 0 5513 ;Z!i� 55 7 a 0 29 N 28 27 �n q1 26 �1 25 24 20 SO. FT. �) q sa 5568 --40 z 50, 5 T 55 a Iq 23 22 P-1 5243 z SQ. FT. 0 F m ro -4 5568 5568 0 so. FT. �6 SO. FT. 0 SQ� FT, SO. FT SO, FT, 8 So. SO, FT. U 0 0 0 'IV z SO, FT, 0'-' 50, FT, 0 SO, FT. 0 SO. FT. So. FT SO. FT. T. PR 61,92' 50.00, 50.00' z z z z L-10 z z .41 50.00- 50,00, MIN. F.F. 39-83' 65 L=51 19 L=51.iq- L 5 -=A 657.50 827 03652�LW-341.55 3.96' =49, so. FT. GRAPHIC SCALE I"=50' J 44.9,9' 50,0o, Kt:u L)RAWROAD C7 N 89 *46'31" W 303.49' To'u. E 20-00, 50.od L=Ii0.10' MIN. F.1- 66 50,00, S58.00 60 m 6307 L= SO. FT, (0 L-52 5:��G !3 Uj L=4 . 44 0 r 1.8 1' h:a I �'`moa -M"- 9 7L- LU I'LL, 706 00 1 7 fli 0 55 m . 4 m 5 ILL, in Ld MIN. F.F. SO. FT. - 50. FT. 5500 r Cn m Of 67 5500 104 m 6 ICU - At 658.i�-6 �T SO. FT. P N Private P. R. V. 's wi 12 be required; water pressure exceeds 80 P. S, I. P.R.V. REQUIRED 3 LU 7 SO. FT 1;500 01 0! 7 00 16 t-� - C:0 6339 FT. 6600 fV 0) 0') 9 N 0 50- z 0 co . P -T SO, FT. / 0 1 a 5669 C q 10 Cz lzn CZ 2 SQ. FT :�7'0M' 5783 m z z 0 m SO FT Eom so Jul r) SO. FT. a' 5698 44 Z SQ. FT Cj MI: 7128 00' 5523 7, So. FT. 7r;1 4 SQ. FT. 11 74.40' z 0 SO. FT THE PURPOSE OF THIS CORRECTION PLAT z z 10 50.oi BLOCK v z 50.00, z v� 50.00, IS TO REVISE INCORRECT LOT DIMENSIONS N 50,00 28 10, 31,90, z 'Z 18. m 50" W, 2. 6,83' 3.64' IN BLOCK M. 43 17' 46 AO 03' z L9 54� 83* 1 1 25' i P,9, 519- SQ .SQ' 54.r 1.24' 5�0 1 I'l 3S' .50 2 OAK CREEK TRAILS PHASE 3A L5 --K CORRECTION PLAT DOCNO. 2017456 �4 29- DOG. NO. 2018'89 W 0 OF P R.D.C.T. z 6 FINAL PLAT 7 W SEE SHEET IFOR OF W "T' LINE ANT) CURVE DATA LOTS 9-18 BLOCKM U) LOTS 1-10, BLOCK V SHEET 2 OF 4 LIJ LOTS 1-20, BLOCK W LOTS 1-38, BLOCK X filed for Record in Official Records 01" m U) 122, LOTS - BLOCKY the Denton County LOTS 57-67, 56X, BLOCK Z On: 111812019 3:51�01 Pm PRIEPAREDBY: LOTS 1-55, 56X, 57X, BLOCK AA In the PLAT Records OVRiFDADLWE�OMD BY: OAK CREEK TRAILS FINAL PLAT OF OAK CREEK TRAILS Doc Numbill 2019-24 D*R-HORTON BEING 55.295 ACRES Number of ;sages: 4 Atnount, 200.00 Preliminary, this document. shall not be recorded for any purpose SffUATED IN THE Order#: By: MK and shall no be used or viewed or relied upon as a final survey document- %.#1V1L r-r4%211N==M0 - MAMNCM0 - 0VMV=TVM0 Issued for review Fri Jan 11 1-4:42:26 2019 6751 North Freeway R. MATNEY SURVEY, ABSTRACT NO. 878 Fort Worth, Texas 76131 2405 Mustang Drive, Grapevine, Texas 76051 CITY OF FORT WORTH, DENTON COUNTY, TEXAS Phone: (817)230-0800 Metro (817) 329-4373 PHASE 3B FINAL PLAT CASE No. FP-17-006 166 RESIDENTIAL LOTS & 3 OPEN SPACE LOTS Fax: (817)230-0896 TBPE REGISTRATION # F-2944 TBPLS # 10021700 REFERENCE CASE No. PP-14-039 JANUARY, 2019 m TRACT i ANDV 97 VOL. 5396, PG. 324 D.R D.C.T, 19- It --C7NT -N --'€D'I%T N TEXAS DEPARTMENT OF TRANSPORTATION DOC.NO,2006-152550 D.R.T.C.T. =RT DRAINAGE/FLOODPLAIN e43 EASEMENT 56X, BLOCK AA ev PRIVATE HOA/OEVELOPEA OWNED AND MAINTAINED OPEN SPACE 933650 SO. FT. A, 46 0-11 6 - APPROXIMATE LIMIT ULTIMATE FLOODPLAIN PER MCK ENGINEERING STUDY WITH UPDATE BY GOODWIN & MARSHALL -f3 E39 *47 36': (FP-17-O31-FR MAY 2017) 60.75 V, 0 S77- .77 MIN 645,00 MIN. F,P0. DRAINAGE/FLOOOPLAIN . 6 4 0 .5; 0 EASEMENT M 01 MIN. F.F. 9. CD 37 tr 640,25- 9642 36 75341 MIN. F.F. SO. FT. 640.00 35 44 SO. FT. MIN. F �F, L13 7739 34 639.90 7441 A •SQ. FT 0) 33 MIN. F.FS. 7 255 639.75 So. FT. MIN. F.F. /—APPROXIMATE LIMIT �X 639,50 0 ,` `, `� ,• f'T.'. '4 s„Fu FEMA FLOODPLAIN .0 9 6800 SO, FT. EFFECTIVE MAP No. 48121CO495G 31 MIN. F �F. DATE: 04/18/2011 639.25 `7 0 6160 SO. FT. % MIN, F.F. APPROXIMATE LIMIT 30 ULTIMATE FLOODPLAIN 000 471 639.00 Vsi 6 <1:11 PER MCK ENGINEERM SO. FT, STUDY WITH UPDATE BY --�09-00' Q) z L= MIN. F,F. GOODWIN & MARSI-IALL (FP-17-031-FP. MAY 2017) 56X, BLOCK AA FT 6000 638.90 PRIVATE 'FIOA/DEVELOPER OWNED A MIN, F.F. NO MAINTAINED OPEN SPACE 28 6143 SO. FT. Ai 933650 SO. FT. 38 Al SO. FT. 636.75 8422 27 SQ. FT. 39 7827 40 (r, 9 7290 SQ. FT. SO. 5841 79 4 SO. FT. , MIN. F.F. FT, > N O. 6900 FT 647.60 S19 638,4V 26 42 7142 Si LIU? 0.00, 1001, SQ. FT. S 43 Q, O. FT. MIN. F.F 5893 'nin" F 638.00 So. 7 5 0 SO. FT. 1, 7787 <-1 45 SQ, FT, 5500 SQ. FT, 52 MIN, F,F , = Uj 649.25-5 Vo 50 /V' 46 7869 C6 6454 :"Cn U! 6121 SQ. FT, 0- SEE SHEET I FOR SO. F-T. 49 W Al 5500 CID 5605 SQ. FT, 53 SO. FT, CU 0 07 SO. FT� 0 40 cu 40 12056 r, � . LINE AND CURVE DATA SO. FT. z m 00 48 13066 A z P\ j.E BLOCK AA 47 f4 'rc� =4 11579 V SO. FT. cct L=44 I SO. FT, THE PURPOSE OF THIS CORRECTION PLAT MIN, F.F 5 00, sh 50.00, IS TO REVISE INCORRECT LOT DIMENSIONS 650.50 54 142.37' I IN BLOCK M. GF . S PREPARMBY. -117 4 OWNIMMLWFLOND BY. D0 0 larr R HOjmt ON 6751 North Freeway Fort Worth, Texas 76131 Phone: (817)230-0800 Far, (817)230-0896 ffk'wjljzq"91�� 2405 Mustang Drive, Gmpevine, Texas 76051 Metro (817) 329-4373 TBPE REGISTRA11ON # F-2944 TBPLS # 10021700 PHASE 3B FINAL PLAT CASE No. FP-17-009 REFERENCE CASE No. PP-14-039 I GIRAPHIC SCALE 0 50 100 150 .9 ff MG-01 uArr6l LOT 1, BLOCK 3 BEECHWOOD BUSINESS PARK CAB. R. PG. 152 P.R.O.C.T. SEE SHEET 2 P.R.V. REQUIRED Private P.R,V. 's will be required; water pressure exceeds 80 P.S.I. FINAL PLAT OF LOTS 9-18, BLOCK M LOTS 1-10, BLOCK V LOTS 1-20, BLOCK W LOTS 1-38, BLOCK X LOTS 1-22, BLOCK Y LOTS 57-67, 56X, BLOCK Z LOTS 1-55, 56X, 57X, BLOCK AA OAK CREEK TRAILS BEING 55.295 ACRES SrfUATED IN TH R. MATNEY SURVEY, ABSTRACT NO. 878 CITY OF FORT WORTH, DENTON COUNTY, TEXAS 166 RESIDENTIAL LOTS & 3 OPEN SPACE LOTS JANUARY, 2019 0 1 'Cr 1r SHEET 3 OF 4 Filed for Flerord In lite Officiil Records Of: Denton Cottoty 0"*. 111912019 3.51:01 Pm In the PLAT Records FINAL PLAT OF OAK CREEK TRAILS Dec Number- 2019-24 Number of gages: 4 Amotint: 200.00 By: NIK 1 ZA, OWNER'S 6 TA TEMEN T OWNER'S ACKNOWLEDGMENT AN&DED/CA TION S TA TE OF TEXAS, COUNTY OF DEN TON, WHEREAS, D. R. HORTON - TEXAS, LTD and OAK CREEK TRAILS L.P. as owners of thot certain tract of land, port of the R. Motany Survey, Abstract No. 878, City of Fort Worth, Denton Counly, Texas, being port of that certain tract described in a deed to D. R, Harlan - Texas, Ltd, and recorded in Document No. 2014-110842 of the Deed Records of Denton County, Texas (DRDCT), and a part of that certain tract described in deed to FTW 3. 8 Development L. P. and recorded in Document No. 2005-25409 DRDCT, said properly being more completely described as follows; to -wit., BEGINNING at a 112' copped iron rod found stomped "Goodwin 8 Morsholl", in the South right-of-woy line of Cloy Creek Lane (50' right-of-way width) as shown in the Final Plot of Oak Creek Trails Phase 3A recorded in Document No. 2017-256 and as amended in Document No. 2018-89 of the Plot Records of Denton County, Texas (PRDCT), THENCE North 00 * /3 min. 29 sec. East deporting sold South right-of-woy line, a distance of 50.00 feet to a 112' copped iron rod found stomped 'Goodwin 8 Marsho#' in the North right-of- way of said Cloy Creek Lone, THENCE North 89 deg. 45 min. 0. 1 sec. West along said North right-of-woy line, a distance of 25.20 feet to a 112' copped iron rod found stomped 'Goodwin 8 Marshall' , THENCE North 00 deg. 13 min. 29 sec. East deporting said North r/q/it-of-woy line, a distance of YO. 00 feet to a 112' copped iron rod found stamped ' Goodwin 8 Marshall' in the North line of said Oak Creek Trolls Phase 3A, THENCE North 89 deg. 44 min. 02 sec. West along saidliorlh line, a distance of 149.90 feet to a 112 -* copped iron rod found stamped 'Goodwin 8 Marshall' , THENCE North 88 deg. 59 min. 40 sec. West along said North line, 0 distance of 54.68 feet to a 112' capped iron rod found stamped 'Goodwin 8 Marshall' , THENCE North 68 deg. 26 min. 58 sec. West along said North line, a distance of 50. 00 feet to a 112' copped iron rod found stamped 'Goodwin 8 Marshall' , THENCE North 87 deg. 53 min, 22 sec. West along said North line, a distance of 54.83 feet to a 112' copped iron rod found stomped 'Goodwin 8 Marshall' THENCE North 87 deg. 13 min. 12 sec. Nest along said North line, a distance of 50, 00 feet to a J121 capped iron rod found stomped 'Goodwin 8 Marshall' , THENCE North 86 deg. 38 min. /0 sec. West along said Ar'orth line, a distance of 50.00 feet to a i/2' copped iron rod found s1101710ed 'Goodwin 8 Marshall', THENCE North 86 deg. 03 min. 07 sec. West along said North lire, a distance of 50.00 feel to 0 ,112' copped iron rod found stomped 'Goodwin 8 Marshall', THENCE North 85 deg, 37 min. 56 sec. West along sold North line, a distance of 50. 00 feet to a i12' capped iron rod found stamped 'Goodwin 8 Morsholl' , THENCE North 85 deg. 36 min. 50 sec. Nest along said North line, a distonce of 302.50 feet to a 112' copped iron rod found stomped 'Goodwin 8 Morsholl' in the East right-of-way lire of White 1114 Rood (50' right-of-way width TH ENCE HENCE North 75 deg. 36 min. 08 sec. West departing said East right-of-way line and along said North line, a distance of 50.00 feet to a 112' copped iron rod found Stamped 'Goodwin 8 Morsholl" in the West right-of-way line of said While Mill Road, TH ENCE HENCE South 14 deg. 23 min. 52 sec. West along said North lire and West right-of-way lire, a distance of 21.55 feet to a 112' cooped iron rod found stomped 'Goodwin 8 Marshall', THENCE North 75 deg. 36 min. 08 sec. West deporting said West right-of-way line, a distance of 276.68 feet to a 1/2' capped iron rod found stamped 'Goodwin 8 Marshall' for the Northwest corner of said Oak Creek Trails Phase JA and being in the East right-of-way line of a tract conveyed to B. N. S.F. Roilwoy, said point being a Point of Curvature of a non-fangent circular curve to the left, having a radius of 5779.58 feet, a central angle of I deg. 04 min. 47 sec. , and being subtended 0 a chard which bears North 13 deg. 31 min. 41 sec. East - 108-91 feet, THENCE in a northerly dlrection along said curve to the left and along said East right-of-woy line, a distance of 108.91 feet to a 112' copped iron rod set stomped "Goodwin 8 Marshall' , THENCE North 12 deg. 59 min. 18 sec. East tangent to said curve and along said East right-of- way line, a distance of 623.30 feet to a 112' capped iron rod set stomped 'Goodwin 8 Marshall' THENCE South 77 deg. 00 min. 42 sec. East along said East right-of-woy line, a distance of 25.00 feet to a 112' copped iron rod set stomped 'Goodwin 8 Morsholl' , THENCE North 12 deg. 59 min, /8 sec. East along said East nighl-of-woy line, a distance of 298.02 feet to a 112' capped iron rod set stomped 'Goodwin 8 Marshall' I THENCE North 89 deg. 28 min, 45 sec. East along said East right-of-way line, a distance of 25, 71 feel to a 112' copped iron rod set stomped 'Goodwin 8 Morsholl" I THENCE North 12 deg. 59 min. 18 sec, East olong said East right-of-way line, a distance of 620.83 feet to a point in the creek, said point being the Southwest corner of a tract conveyed to ANDV-97 by deed recorded in Volume 5396, Page 324 (DRDCT) and in the East right-of-wof line of said B. N. S. F. railway, THENCE South 49 deg. 20 min. 25 sec. East departing said East right-of-way line and along the South line of said ANDV-97 tract, a distance of 198.52 feet to 0 point in the creek, THENCE South 75 deg, 46 min. 50 sec. East, a distance of 24 7. 57 feel to a point in the creek, said point being in the South line of tract conveyed to Texas Deportment of Transportation by deed recorded in Document No. 2006-152550 (DRDCT), THENCE South 58 deg. 0/ min. /3 sec. East along said South line, a distance of 302.23 feet to a point in the creek, THENCE South 43 deg. 22 min. 15 sec. East, a distance of 204.98 feet to a point in the creek, THENCE South 77 deg. 13 min. 29 sec. East, a distance of 176.41 feet to a point in the creek, said point also being in the East line of the final plat of Lot I, Block 3 of Beechwood Business Pork by plot recorded in Cabinet R, Page 152 (PRDCT), THENCE South 07 deg. 06 min. 24 sec, West along said East line of Lot I, Block 3, a distance of 168, 03 feel to a 112' copped iron rod set stomped ' Goodwin 8 /14arsholl", THENCE South 42 deg. 59 min. 29 sec. East along said East line, a distance of 996.86 feet to a 112' copped iron rod set stomped 'Goodwin 8 Marshall' , THENCE South 24 deg. 32 min. 00 sec. East along said East line, a distance of 438.22 feet to a 112 " capped iron rod set stomped 'Goodwin 8 Marshall' , said point being in said East line and the Northeast corner of Oak Traits Phase 2 or recorded in Document No. 2017-126 PROCT, THENCE South 64 d?e. 43 min. 48 sec. West along said North line of Oak Creek Trails Phase 2, a distance of 355.46 feet to a 112' copped iron rod set stomped 'Goodwin 8 Morsholl" said point being a Point of Curvature of a non -tangent circular curve to I the right, having a radius of 975, 00 feet, a central angle of 5 deg. 31 min. 10 sec., and being subtended by a chord which bears North 46 deg. 12 mir, 56 sec. West - 93.89 feet, HENCE in a northwesterly direction along said curve to the right and along said North line, a distance of 93.92 feel' to a 112' copped iron rod set stamped 'Goodwin 8 Marshall' , THENCE South 79 deg. 55 min. 57 sec. West, c distance of 4, 35 feet to a 112' capped iron rod set stomped 'Goodwin 8 Marshall" , OWNER'S S TA TEMEN T CONT, TH ENCE North 18 deg. 51 min. 39 sec. West, a distance of 8.65 feet to a l/2' capped iron rod set stomped 'Goodwin 8 Marshall', said point being a Point of Curvature of a non-longept circular curve to the right, having a radius of 9 75. 00 feet, 0 central angle of 00 deg. 44 min. 34 sec., and being subtended by a chord which bears North 42 deg. 28 min. 12 sec. West - 12.64 feel, 7HEWE in a northwesterly direction along said curve to the right and along said North line, C distance of 12.64 feet to a t/2' capped iron rod set stomped 'Goodwin 8 Marshall', "'HENCE South 47 deg. 54 min. 0/ sec. West along said North line, a distance of 50. 00 feet to a 112' copped iron rod set shipped 'Goodwin 8 Morshull", said point being a Point of Curvature of a non-langenl circular curve to the right, having a radius of 1030, 00 feet, a central angle of 16 deg. 15 min, 44 sec., and being subtended by a chord which bears South 82 deg. 05 min. 37 sec. West - 291.36 feet, TH ENCE HENCE in a westerly direction along said curve to the right and along said North line, 0 distance of 292.34 feet to a 112' copped iron rod set stamped 'Goodwin 8 Marshall', *' HENCE HENCE North 69 deg, 46 min. 31 sec, West tangent to said curve and along said North line, a distance of 373.77 feel to a 112' copped iron rod found stamped 'Goodwin 8 Marshall' in the East line of said Oak Creek Troils Phase 3A, THEN CE NCE North 00 deg. 13 min. 29 sec. East along said East line, a distance of 90.00 feet to a 112' capped iron rod found stamped 'Goodwin 8 Marshall', ,HENCE North 45 deg. 13 min. 27 sec. East along said East line, G distance of 20.28 feet to a 112' copped iron rod found stomped 'Goodwin 8 Marshall" TH ENCE RENCE South 89 deg. 46 min. 30 sec. East, a distance of 19.96 feet to the POINT OF BEGINNING, containing 2, 408, 636 square feel' or 55.295 acres of land, more or less. NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS, THA r, D. R. HORTON - TEXAS, L TD. , and OAK' CREEK TRA IL S L . P. , acting by and through the undersigned, their duly authorized agents, do hereby adopt this final plot of LOTS 9-18, BLOCK M, L 0 TS 1- 10, BLOCK V, LOTS 1-20, BLOCK W, L 0 TS 1-38, BLOCK X, L 0 TS 22, BLOCK Y, LOTS 57-67, 56X, BLOCK Z. LOTS 1-55, 56X, 57X, BLOCK AA, OAK CREEK TRAILS and do hereby dedicate to the public use forever the streets and easements shown hereon. Witness our hand, this the day of (AA 2019. J D.P. HORTON - TEXAS, L TD. A Texas Limited Partnership By: D.R. HORTON, INC. ,d Delaware Corporation, its Authorized Agent By,, Benjamin M. Clark Assistant Vice President CREEK TRA IL S L . P By It Stephens Development L LC its General Partner By; Stephen Casey McGinnis Managing Partner STATE OF TEXAS COUNTY OF Before me, the undersigned Notary Public in and for said County and State, on this day personally appeared Benjamin M. Clark, -known to me to be the person 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 hq�7 sec] of office fice this the `1 of2019. i 2019. �J, 1 1 7vqlaryPublie, State at 7exos My commission expires_ .2-7. 22- 0Kaue SSW4 1,7t2GxtSTA TE OF TEXA$1A 0 COUNTY OF Before me, the undersigned Notary Public in and for said County and State, on this doy persqnaly appeared Stephen Casey McGinnis, known to me to be the person 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. Givern / , 2019. n ager my hand and sea,' office this the doy of �&., &4 d f 1 _2 Notary Public, State of O'e)ro§ A. TAYLOR SHERRI1i ftt2fy Pubk State of Texas My commission expires Cam-EXpIrOD"I-2020 ;7-0 No EON) Notes 1. Bearings are referenced to Texas State Plane Coordinate System, North Central Zane e42021, North American Dolum of 1983 as derived from GP5 observation, 2. According to the Flood Insurance Rate Mop (FIRM ) panel 48439CO4956, effective April 18, 2011. This survey is located in Food Insurance Zone 'X' non shaded areas to be outside the 0. 27 annual chance floodplain and Zone 'A' no base flood elevations determined. J. All 112' iron rod set with yellow plastic cop stamped 'Goodwin 8 Marshall' unless otherwise noted. 4. Lots 56X, 57X, Block AA, 56X, BLOCK Z are private H.O.A./Devei`oper owned and maintained open space lots. 5. Compliance with Ordinance #18 regarding Urban Forestry is required. 6. The portion of this plot owned by Oak Creek Troils L. P. is contained within Lot 56X, Block AA. LAND USE TABLE THESE LOTS ARE BEING DEVELOPED TO THE A-5 SINGLE FAMILY ZONING DISTRICT STANDARDS. Development Yield Gross Site Area (Acreageh 55,303 Total Number Lots: 169 Total Residential Lots: '166 Number/24.747 Acres Single Family Detached 166 Total No. Dwelling units: 166 Total Non -Residential Lots: 3 Number/23.683 Acres ,Private Open Space Lots: 3 Right-cf-Way 6.873 Acres CITY PLAN COMMISSION CITY OF FORT WORTH, TEXAS THIS PLAT VALID ONLY IF RECORDED WITHIN NINETY (90) DAYS AFTER DATE OF APPROVAL. PLAT APPROVED DATE, J 4E Jq - 14 1 p(V I I BY I Ch BY1 an Secretary SURVEYOR'S CERTIFICATE This is to certify that I, Bob Henderson, Jr., oRegistered Professional Land Surveyor of the State of Texas, hove plotted the above subdivision from on actual on the ground survey, and all lot corners, angle points, and points of the curve shall be properly marked on the ground and that this plot correctly represents that survey made by me or under my direction and supervision, Bob -Henderson,- vi JI Registered Professional Land Surveyor No. 2502 0 �F. Registered and Morsholl, Inc. irsi 2405 Mustang Drive Grapevine, Texas 76051 ON HDOE; metro 1817) 329-4373 R * HORIVIOLON 6751 North Freeway Fort Worth, Texas 76131 Phone: (817)230-0800 Fax: (817)230-0896 2405 Mustang Drive, Grapevine, Texas 76051 Metro (817) 329-4373 TBPE REGISTRATION # F-2944 TBPLS # 10021700 t**$ I NA M sea 1 =-%TJR1M19& Utility Easements Any public utility, including the City of Fort Worth., shall have the right to move and keep moved all or part of any building, fence, free, shrub, other growth or improvement which in any way endangers or interferes with the construction, maintenance, or efficiency of its respective systems on any of the easements shown on the plot, and they sholl have the right at all times to ingress and egress upon said easements for the purpose of construction, reconstruction, inspection, patrolling, mointah7ing, and adding 4 to or� removing a// or part of its respective systems wilhoui the necessity of any time of procuring the permission of anyone. Transportation 62oct Fees The City of Fort Worth has an ordinance imp/em,enling the assessment and collection of transportation impact fees. The total amount assessed is established on the approval date of this plot application, based upon Schedule I of the impact fee ordinance in effect as of the date of the plot. The amount` 10 be collected is determined under Schedule 2 of said ordinance, and is due on the date a building permit is issued. Site Droinq2e Study A site drainage study, showing conformance w' 'M the approved roadway drainage plan, may be required before any building permit will be issued on this site (a grading plan in some instances may be adequate. ) If the site does not conform, then a drainage study may be required along with a CFA for any required drainage improvements and the current owner shall submit a letter to the Deportment of Transportotior, and Public Works staling awareness that a Site Drainage Study will be required before any permit is issued. The current owner will inform each buyer of the some. Private Common Areas and Facilities The City of Fort Worth sholl not be responsible for fbodploin Restriction No construction shall be allowed within the floodploin easement, without the written approval of the Director of Transportation and Public Works. ir) order to secure approval, detailed engineering plans andlor studies for the improvements, satisfactory to the Director, sholl be prepared and submitted by the party (s I wishing to construct within the flood -plain. Where construction is permitted, of finished floor elevations shall be a .minimum of two (2 ) feet above the /00- year flood elevation. food Plain/Drainage-Way 1 Maintenance The existing creek, stream, river, or drainage channel traversing along or across portions of this addition, will remain unobstructed of oil times and will be maintained by the individual lot owners whose lots ore traversed by, or adjacent to, the drainage -ways. The City of Fort Worth will not be responsible for the maintenance, erosion control, andlor operation of sold droinoge-ways. Property a wners shall keep the adjacent drainagew I dys traversing their property clean and free of debris, silt or other substances which would result in unsanitary conditions, and the City sholl have the right of entry for the purpose of inspecting the maintenance work by the property owners. The drainage -ways ore occasionally subject to storm water overflow and/or bank erosion that cannot be defined. The City of Fort Worth shall not be liable for any damages resulting from the occurrence of those phenomena, nor the failure of any structure (s ) within the drainoge-ways. The drainage -way crossing each lot is contained within the floodoidin easement line as shown on the ,plot;. the construction, maintenance or operation peration of any Building Permits lots containing private common areas or facilities No building permits shall be issued for any lot in identified as such on this plot. Said areas shall this Subdivision until on appropriate CFA or other include, but not be limited lot private streets, sions are made for the acceptable provisions emergency access easements, and gated security construction of any applicable water, sewer, entrances, recreation areas, landscaped areas and open spaces, water and wastewater distribution ;form drain, street lights, sidewalks, or paving systems and treatment facilities: and recreation/ improvements, and approval is first obtained from the City of Fort Worth. clubhouse/exercise/buildings and facilities. Construction Prohibited Over Easements The land owners and subsequent owners of the lots and parcels in this subdivision, acting jointly and No permanent buildings or structures sholl be severally as a land owners association, shollbe constructed over any existing or Plaited water, responsible for such construction, reconstruction, son;tary sewer, drainage, gas, electric, cable f the subdivision's maintenance and operation of or other utility easement of any type. private common areas and facilities, and shall agree s�Wjzlk to indemnify and hold harmless the City of Fort Worth, sing Texas, from all claims, damages and losses arising Sidewalks are required adjacent to both sides of oil out of, or resulting from the performance of the public and private streets, in conformance with the obligations of said owners association, as set forth Sidewalk Policy per 'City Development Design herein. Standards' . Water/Wastewater lMocf Fees Private PRVs Required The City of Fort Worth has on ordinance implementing Private pressure reducing valves will be required, water the assessment and collection of water and wastewater pressure exceeds 80 P. S,1. impact fees. The total amount assessed is established 4vigation and Sound Easement on the recordation dale of this plot qpplicotion, based Release and Disclosure Agreement upon Schedule I of the current impact fee ordinance. The amount to be collected is determined under The property shown on this plot, in its enfirely, is Schedule /I then in effect on the date a building subject to an ovigotion and sound easement, release and permit is issued, or on the connection dote to the disclosure agreement recorded by seperate instrument municilbot water and/or wastewater system. in Volume 5258, Pace 1452 (D. R. 0, C. 1. ) PHASE 3B FINAL PLAT CASE No. FP-17-XXX REFERENCE CASE No. PP-14-039 CO RRECTION PLAT FINAL PLAT OF LOTS 9-18, BLOCK M LOTS I - 10, BLOCK V LOTS 1-20, BLOCK W LOTS 1-38, BLOCK X LOTS 1-22, BLOCK Y LOTS 57-67, 56X, BLOCK Z LOTS 1-55, 56X, 57X, BLOCK AA OAK CREEK TRAILS BENG 55.295 ACRES SrrUATED IN TM R. MATNEY SURVEY, ABSTRACT NO. 878 CITY OF FORT WORTH, DENTON COUNTY, TEXAS 166 RESIDENTIAL LOTS & 3 OPEN SPACE LOTS JANUARY, 2019 Ne -all 4, _8"HEET 4 OF 4 filed for Record in the Official Records Of: Denton County On: 11180019 3:51.01 PM In the PLAT Records FINAL PLAT OF OAK CREEK TRAILS Doc Number 2011�4- 24 Number of Pages: 4 Amount 200.00 Order4: By: 14K a M