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FT , ,. - 85 °36 `50' 10 0 � 25 25' � �`� 13 � .* � & 85 ° t t# 6884 f' 110.02 03 '03 " �� `� � # � � ri `r � 10-9-9--'---` i SO. 3 T. �, \ t_.m - g N 84 * 4 '50, � 7683 _c - 6179 � C _ � C; SQ." FT 5 SQ � FT . „� � , � � �. � � ct' N 77 ° i 1211 , } , 2 �- „ 1 - rr 6078 PROPOSED SO. FT TR T . Al P ' 6073 -1 - % °'�8" i-N '� J , ,1� . O Qr ri 6058 � U J ' �Qr'3��� 10q 009 ,, j q `✓ SO. FT. � 40 �0 °� �' t4 J 11 _ 6 r r 10 / w $g ° d t'1 ti 607E C� 535a . r / qpJ. I� 4� , tc��,o (y / t / SQ FT. Lt? b I SCE- FT- Q? I ! ,O . 4 . I o 6 5500 SQ , FT % J 55aa SO. FT. ss ° 6 10 6000 ' "-.0.00.,. A'170 �L �0'00 tY? 281 SO. FT. / t 1 550a - SOFTi SQ. FT. 655a . . ss ° i \ q 60 0 t7. 00' t3 j `� SO. FT. jY & SO. FT. �q r� D pq_7 _ , q0 fO 00 /y f t� Jr Q © d 110 �� w d r 4 saoa 00. / AfIv -1 T 4 �r, � c C1 �y �� `U t 5 ,( , ° / 55aa OAK CRE RAIL LP SR ' SQ. FT. M4 h�p�� ; & 0 0(j~ `^, r {pq 29 0 SQ. FT. .'"v 11 f 8 Sp �` 'q.ZAT4' k �t, SO. F° w` N ss ° q0 2005 409 fj"j 'ems a 6aaa qc 7g q• D .R ,D .G .T SO. FT. �d� SF �11 dp qo; 0,©b 6000 ��,` �p�'`. r 4 SQ. FT. q yoo c5 4,0 �, ��0 00 " `, � sp . 5500 f O 4c7 �~� 00 SO. FT. V 10' ° - d o ! `"'..,� ,� ~~'`.• �``. ���-.,,,s �, "�' ° � 6aaa �' �:�' � �s a, BLOCK Q om' "� SO- FT. 11 4f �3 `��'" `°' s 0 12 A' I Qo ' ( ' ° " sc °fir . o 4o R=50 ' SD ., s.� u ~,t7 1Q , o rr7 `� r `�.. 3 fC)2Q+) 5380 I 1 s 0•%' ,% �� A ' `�°� SO. FT. ��� -.��`� � ,�F �' �``, ...,'`yam 959 ' � � �'�i;�o�t,`�. � ss ° e� � P�tQPC1SFC yr'�r81"�' �" '2... VV • ,� • e0) OAK REEK TRAILS �- •• i - �! . memo !' • . -* - -1 • !# 4`4* lira «► - ! * # # j is � � • • n.. / � .. �. � � lfl�� � 1iF��iflllii`!i ! # # w 11i I` i q I V M i ''►► I1 L',! P1 (NOT TO SCALE) ' 0 r`~� r 0. FT. >S q 13 j 4, rf t t TYPCAL LOT 4 i��- . t- h c --3 1- 2 °�° MQz'F�o+� S 1E °29 '{�A " v a t . c rglN s zo, Nw 1a226 � I `�� —� OP ,w` C j L7 ly 9X �Q ONCOR ° SQ FT _tA0 1 t YA` t S t V i 1.\ 4 a✓ 4 1 a' l ♦ 1"^". i i! ' s �s r�,,• ESMT.kp t Jt 4 l 1 FOSSILWOOD INVESTMENTS LP S-10�S �9Q c� Th \. pFN SAS Sp`'9c'�� v za 2005-121135 ., 'D q 9 5 '� /�/ ` `. 6 fir' . _ �9 D.R.D.C.T. ,9,j`a, CQ QN slog t rye 1 kQr 3 �' ,•.� .. s 65 7 ti 15 . POINT OF i INNING FINAL PIA ' 3 - - ` ~ ,' Off` PRIVATE HOA/DEVELOPER �' ' --__ � �--�" _ = � � _.-.__ ____ �° LOTS 3-29�, BLOCK L CURVE DATALOTS— OWNED AND MAINTAINED ----_ 18 1X,37X,38. ,3JX, BLOCK F -- -- ``'`�. OPEN SPACE ''a--..- _ __ T. I --11 1A 19 13y L C. !-# !# * # # 111,1117112101 OF am, NIS ,l�, !#! -4# .. #- # - ,* - ! # . mall ! ## T1 i must # • # • ICTLOTS 1---2 , B �� CK R N1. ` — LENS 114, ,=a LOTS 1-261 BLIOCK T t _ "' ` — _ LOTS 21--24, BLOCK W LO S 11--21, BLOCK V Filed for Record in the Official Records ft FREPARM BY: OAK CREEK TRAIL LP OAK CREEK TRAILSOenton County n. 171 017 12:29-12 p 2005-25409 BEMG In the Pi T eccr 111 D,R ,D ,C ,T _ 293CFES OAKCREEK Doe nmbr-d" Number 2017-256 SHALL m A.M. FELTUS mount: D* * �/'^"TRACT Order#.20�t7007f100� C. -� HO"'RTONCCIVILEENGINEERSP NERS � S�:i� �FtS C SUTTON ay. C P.M. SMITH SURVEY, ABSTRACT No. 117 7 North Freeway24t}5 Mustang Drive, Grapevine, Texas R. MATANY SURVEY, ABSTRACT No. 873 Fort Worth, l,Mett'o (817) 32 PHASE 3J-1 73 CI OF FORT WORTH, :ICE .I` N COUNTY, TEXAS T� T�r�`C�S 76131 TBPE REGISTRATION # F- , FINAL PLAT CASE 'No : FP-2C-003 RES Phone. 817)23 8t 1 II}ENT 1.0TS k �. CP"EN SF.ACE LQTS Fax: (817)230-08 6 TBPLS # 10021700 REFERENCE CASE No . PP-14-039 JANUARY 2016 Ile ,s> y 0 a 3HEET I OF 441Z D.R. HORTON TEXAS, LTD. c) DOC. NO. 2014-110842 D.R.D.C.T. IS E37 *13'12" E S 86 *38'10 E f. 50.00' 50.00' S 87 *53'22 E <1 DRANA -F-*P4,y'4 Ge r54EA .83'rsk�pv r 50.00' S 75 *36'08 E ' *S 88 2656 E GRAPHIC SCALE _4"=50' 50.00S 85 37'56 E L 50.00' 50.00' N 0 50 100 '0 '25.00 S S 88'*59'40" E -85 *36'50" 66 52.50 E 50.00, 02--5C) 54.68' 5659 �5 10 SO. F 1, [�, 1 1 50.00, t /�NUA BLOCS V bo .00 1 A 50.00 50.0 %50.00 S /V fit 01 89 044'02 E 149.90' LWJJ 50.0o, za, z - LU LU 50.0' 54.83' 1 25.00125.00' 50.00' 50.00' 2 1 54.68' A9.90' 20 19 BLOCK V 3: M 5500 0 18 o - 50' SO. FT. ' ' - C) - I I" UJ BLOCK W 60 .('u 0 SQ, FT. 5500 " 0 7-10 17 U-1 CU SO. FT. '5500 J I LJ 16 LLi 3 SO. FT. q 5500 q 5500 15 (D 5863 W SO. FT. 0 SO. FT. CU 5516 1-4 q N . 0 SO. FT. CV 17 - No 1.13 Lr') 00- CD if 0 -1 'Zi- " . C; P, 5564 13 71 1 P ii J - I T 1 M, q 0 V-1 1-1 5564 0 CNJ C� 23 BLOCK Z Z so. 24 CU NT ;79 o SO FT. MC S 5564 6052 P1 6 22 2-1 7,9 Q. FT. SO. FT. 61-4 6099 5534 5503 - q SO. FT. 0 (T) 5501 0190 SO, FT. M, 0 C) __J 20'E3 L. ZI 431 6 �41 0 SO FT. SO, FT SO. FT __IqLU M -,- 01 o-4 'C-i 50' DRAINAGE EASEMENT 1 / 59.68' 1 o 70 _0 50.00, Z Z Z Z Z BY SEPERATE INSTRUMENT L0 50.00, Z7�' 6083 50o 10 *U E. L= 12.79 ------ ___2_0 LB-L - SO. FT. 9 CU Z 20'B.L. 0- - Cn 50' DRAINAGE EASEMENT LID 10 C) L=35.01' 10 E. BY SEPERATE INSTRUMENT N B I/ S 8 L 4 4 L=51 .142 U.E.'U.E. ::) " 7) _J E� �350 E L=51-12' L= 6.06' C13 0 .66' 50.00' _71 .21 '05 384.70' L=47.03 50.00, CU Z _C0 CLAY CU CREEI( L=248.32' 5 71 4.95' �NS L=117.74' S 89 '46'31 E 140.86' CU 6412 - 7- L C i-0- 0.9di 10'U.E. 69 �96 SO. FT. 50.00' 50m, U.1 50.00, 5 LCIP 20' . . ------- 50.00 46-49' CU un) N _J -------- - L=50.00' o > '59 '31 1010. L=50.00, CU LU L=3.51' L=50.00' L=50.00 4. 4' U.E. 20'8.L. L=50.00' L=50.00' L=50.00 20.90 4 F2=0 --'*\) 15 C, Li C) UJ 72 7266 16 0- 17 o - 10 U.E.L 0 '14 So. FT. Mq 5500 :�l 0 U.E. L6 Lr) 6254 SO. FT. mq 5500 0 18 0- U-1 70-, S - _L D. R H 0 R T N T- q 0 19 L=14.31 CU SO. FT. Mq 5500 �n 0 5500 20 UWJ W UJ U-1 UJ 1JU DOC. N 201-�',,*f` In "q- " - SO. FT . 5500 ® 21 U-1 0 SO. FT. cu 6 SO. FT. SO. FT. 5500 22 23 JU4 (D - 0 SQ. FT. CD - 0) N 85 *36 �08 o 5569 0) 24 U-1 5593� 25 CU 28 C)) 0 EX. 20 LOW PRESSURE GAS Z M SO. FT. (0 Cq !0 as 5646 26 27 29 (U SO. FT. 5725 P 00 M 122.02 13� 5550 M o _U - SO. FT. CD 5630 7 5696 2) 5880 N C) Z I(" " SO. FT. LO-1 - �1 1= I LINE EASEMENT - DOC # 2004146775 Z Uj ' S M 6 SQ. FT. 0 BLOCK L Z 0 M CU FT. LO 00 0. FT. EX. 20' ACCESS EASEMENT 0 OD 0 M M " z SO. FT. LD SO. - Ln �U 0 co V4 DOC #2005-25417 0 73 66.88' Cd q 0 Z �D 0 0 PROP D 62 1.6 0 0 0 - I D.R.D.C.T. 6031 -1 W - Z' LU cr) OAK CREEK TRAILS U-) SO. FT. U-1 "ofto S 11-9 *36'50 E 0.00, 50.00- Z LO 2! ::5 0) Z 0� 0 J 50.00' Z C) 0S C, 50.00' 5 Z' 55.78' 50.00' Z :7 Z Z Z co 50.00, 1 19.86 • LOT 85X 61 .84 50.00' PHASE 12 N 85 *36'08 cu 60.00, 51.16' 60 'LL- 0 PRIVATE HOA/DEVELOPER OWNED ziD 50.00' 51.io � I AND MAINTAINED OPEN SPACE LLJ U.E.50.00, S 85 *3650" E 51-12' 51-15' 51.19 P3 4V 31.59' 1 55.27' 1 30.00 '1 30.00 fi) 133,394 SO. FT. UJ 50-00' 50.00' 27.17- L CU ri� UJ 60.00' 74 co 0 UJ 50.00. 50.00 N E39 *46'31 W 13�. 137, Lq 6119 "'T 14 Z) 13 1.17) r. Z UJ 0 • U.E. BLOCK L EX. 25' UTILITY EASEMENT M q - 6326 M CO 12 o- - 11 SO. FT. 8695 9 il M . - 0 " 0 CC# 97-ROO66579 �4 t!' SO. FT. CU 0 5826 �U. 10 M SO. FT. - . '�j SO. FT. 5500 CU M q 9 LU LU -7 D.R.D.C.T. _J I ri --1 6600 �u 0 M q N 85�'36'50 W In 0 17 SO. F 1. 5500 M 0 7 511 M 17- SO. FT. :pN 6 (D 11 SO. FT. 6600 M M CD �5.00 Z Z SQ. FT. 5 0 0 N 87 *03'55 W 25' 25' 1 17 SO. FT. 500 5 5500 M o SO. FT. ��2 3 M �0' 128.7o, 20'B-L.__ Z cu 5500 M to --------- Z SO. FT. 5500 0 1 SQ. FT. 'U BLOCK Z 10 lu E.- L-27.39 - Z ;r " SO. FT. (-U CD� L:;3.77 L=50.02 22-62' Z 75 11, 50.00, 6(1 10 •!I.E. Z Z 0 79 47,3Ott3,10521 50-00, SO. FT. L0 50.00 5 60.00. U) 5' '98 L--_16 .79' CU 50.00 __50. �0- 7� 76 Lr) 50.00' to O���EEK TRAIL LP 6376 q_8_q.!36'50" E - I SO. FT. CV o 2005-25409 �_7000 L16 77 "Z:1 - . D R 0 C T 7833 p. SO. FT. 78 8563 SO. FT. . 4 - //70 79 SO. 7950FT. NO TCH LINE SHEET i/��'`° ' '-'` BLOCK ✓ 80 6932 so. Fir 0 -41 11D 20 B.L. Ln it 10' U.E. 50.00' L--'OD.A I - ..... 52.62' DUU I Cu JACK ROAD C) L=2-02'_J DO.00 @ L 18 10'B.L.U.-E- io'j .00 25 25' C) 14 13 M - "ZT LID Q, 12 14 C; 6550 5 25' _6000 6i N do Jr, Uj rr) r-=AA Ou. 411 SQ. FT-. 6550 SQ. FT. ctt SO. FT. L.0 M 6002 C; cu Z _J CY) U-) 6519 So. 1-1. C) 1-7 " I > La SO. FT. CU 10 , - U-1- N 85 *365 �11 - 110.00 0 ru 6080 N RP; zrz, 50.99' 0 0 -4 W 6 '_;� ro SQ. F 1. 51,03' "E 64.;:)0' ol- 5500 0 16 110.71, ()'D .1-7 "()7 "E N89'52581 S 86*10'21"IE SO. FT. 5500 C) tA83 - 0 0 9 �3�5 0 Ili-) I c6u 1 CqD 49 64' 64.20' In SO. FT. lo I 6155 ('V o 101 17 If PROPOSEE 0 15.45 Lr) LLJ 16 1 5681 Ln UAK UHEE7�i SO. FT. U-1 N 85 *36'50 w o M 34' 1 %,e .00, N 85 -3650 W SQ. FT. PHASE 2 Lail o - 0.06 BLOCK T c--'i ::51- 1 D I i_10 M 0 W 8 M N Q LO UJ 2 0 N 85 *36'50' 6276 16 15 0 17 Z _�l m i = LU CD- S5500 - 117. 2 SO. FT. 5700 P CU 6557 G. FT. 0 5500 r P LO Ui '7 0 5810 v,3 SO. FT. M SO. FT. 0) SO. FT. BLOCK r SO. FT. LID 16 is M 1 0 6240 Z N 85 *36'50 " W V13\ 5B38 I N Qr' - I I SO FT 7 Z_ . I . do 00, W SO. FT. 0 1 J_ Ion 0 1 . 4q..rn 6362 BLOCK R 4 LL N 85 *36'50 L_5'83_'_-J 0 11 00 0 SO. FT. �Y* 19 10 vk_E - LJL 1 5500 00 18 Z 5861 -- L 46.43' 61 61 SO. FT. 0 SO. FT. 43' 0 o 5500 0 CO o UM) L n SO. FT. lv 6 (D 15 185 '36 '50 44r) 7238 N 85 *3650 " w 110. 0, u SO. FT. MATCH LINE N 85 *3 6 bo,, W 158.1n, SEt SHELT i FINAL PLAT OF LOTS 3-29, BLOCK L According to FIRM Map No. 48121C0495G with an effective date LOTS 2-18 & 1X,37X,38X,39X, BLOCK P of April 18, 2011, no part of the subject property appears to be in LOTS 1-11 & 12XJ3XJ4X, BLOCK Q a Special Flood Hazard Area. LOTS 1-29, BLOCK R. LOTS 1-14, BLOCK S LOTS 1-26, BLOCK T LOTS 21-24, BLOCK N LOTS 11-21, BLOCK V LOTS 68-84 & 85X, BLOCK Z OAK CREEK TRAILS OWNMDEVEWPM BY: RUTARM BY: IDMG *32.798 ACRE" G SrrUATED R; M D * R * HORTON 35 MpasmkLL d A.M. FELTUS SURVEY, ABSTRACT No. 1464 C. SUTTON SURVEY, ABSTIRACT No. 1561 SEE SHEET 1 FOR 6751 North Freeway - CIVIL ENGINEERS ~ PLANNERS - SURVEYORS P.M. SMITH SURVEY, ABSTF.ACT No. 1170 R. MATANY SURVEY, ABSTRACT No. 878 LINE AND CURVE DATA Fort Worth, Texas 76131 2405 Mustang Drive, Grapevine, Texas 7W51 PHASE 3A CITY OF FORT WORTH, DENTON COUNTY, TEXAS Phone: (817)230-0800 Metro (817) 329-4373 FINAL PLAT CASE No. FP-16-003 156 RESIDENTIAL LOTS & 8 OPENT SPACE LOTS Fax: (817)23OA896 TBPE REGISTRATION # F-2944 REFERENCE CASE No. PP-14-039 JANUARY 2016 TBPLS # 10021700 0 F 4 sm 0 0 8 H I E E T 2 OF 3 u"] filed for Record in the Official Records Denton County Ow 61712017 12.,29:12 PM In the PLAT Records OAK CREEK TRAILS Doe Number, .2017-256 Number of Pages: 3 Amount: 150.00 Order#:20170607000328 By: CR STATE OF TEXAS; COUNTY OF DEN TON All that certain -lain lot', tract, or parcel of land, par' of the A.M. Feltus Survey, Abstract No . 1464, the C. Sutton Survey, Abstract No. 1561, the R, stony Survey, Abstract No. 87e and the , P, M. Smith. Survev, Abstract No. //70, City of Fort t4lorth, Denton County, Texas, being part of that certain tract described in a deed to D. R. Hortor, -- Texas, L /d. , and recorded in Document No, 2014-80642 of the Deed Records of Denton County, 'Texos (DRDCT), and being more completely described as follows, to -wit ,, BEGINNING a/ 7 said point being a Point of Curvature of a circular curve to the right, having 0 ,odius of 1060.00 feet, a central angle of 9 deg. 37 min. 09 sec., and being subtended by a chord which bears North 71 deg. 07 min. 17 sec. West - /717. 75 feet, THENCE In a westerly and northwesterly direction along said curve to the right, a distance of 177.96 feet to G capped 112" iron pin set, THENCE North 66 deg, 18 min. 42 sec. West tangent to said curve, a distance of 115. 0/ feet to a capped 112' iron pin sel, THENCE North 21 deg, /8 min, 21 sec. West, a distance of 28.28 feet to a capped 112' iron pin set, THENCE North 23 deg. 42 min. 00 sec. East, a distance of /0. 00 feel to a capped 112' iron pin set, THENCE North 66 deg. 18 min. 42 sec. West, a distance of 50. 00 feet to a copped 112' iron pin set, THENCE South 23 deg. 42 min. 00 sec. West, a distance of /0. 00 feel to a copped 112' iron pin set, THENCE South 68 deg. 41 min. 39 sec. West, a distance of 2e.29 feet to a capped 112' iron pin set, THENCE North 66 deg. /8 min. 42 sec. West, G distance of 530.00 feet to a capped 112' iron pin set, .THENCE North 21 deg. 18 min. 21 sec. West, a distance of 28.28 feel to a capped 112' iron pin set, THENCE North 23 deg. 42 min. 00 sec. East, a distance of /0. 00 feel to a capped 112' iron pin set, THENCE North 66 deg. 18 min. 42 sec. West, a distance of 50.00 feel to G capped 112' iron pin set, THENCE South 23 deg. 42 min. 00 sec. West, a distance of /0. 00 feet to a capped 112' Iron pin set, THENCE South 68 deg. 41 min. 39 sec. West, G distance of 28.29 feet to a capped 112' iron pin set, THENCE North 66 deg. 18 min. 42 sec. West, a distance of 135.03 feet to a capped 112" iron pin set, THENCE North 23 deg. 41 min. /0 sec. East, a distance of 173-23 feet to a copped 112' iron pin set, said point being a Point of Curvature of a circular curve to the left, having G radius of 5779.58 feet, a central angle of 9 deg. 37 min. 13 sec. , and being subtended by a chord which bears North 18 deg. 52 min. 41 sec. East - 969.29 feel, THENCE in a northeasterly and northerly direction along said curve to the left, a distance of 970.43 feet to a capped 112' iron pin set, THENCE South 75 deg. 36 min. 08 sec. East non -tangent to said curve, a distance of 278.68 feel to a copped 112" iron pin set, THENCE North 14 deg. 23 min. 52 sec. East, a distance of 21.55 feet to a capped 112' iron pin sell THENCE South 75 deg. 36 min. Oe sec. East, a distance of 50.00 feet to a capped 112' iron pin set, THENCE South 85 deg. 36 min. 50 sec. East, a distance of 302.50 feet to a copped 112' iron pin set, THENCE South 85 deg. 37 min. 56 sec. East, a distance of 50.00 feet to a copped 112' iron pin set; THENCE South 86 deg, 03 min. 07 sec. East, a distance of 50.00 feet to a copped 112' iron pin set, THENCE South 86 deg. 38 min. /0 sec. East, a distance of 50.00 feet to a capped 112' iron pin set, THENCE South 87 deg. /3 min. 12 sec. East, a distance of 50.00 feel to a copped 112' iron pin set, THENCE South 87 deg. 53 min. 22 sec. East, G distance of 64.61 feet to a copped 112' iron pin set, THENCE South 88 deg. 33 min. 32 sec. East, a distance of 50.00 feel to a capped 112' iron pin sell THENCE South 89 deg. 09 min. 56 sec. East, a distance of 60. 00 feel to a capped 112' iron pin set, THENCE South 89 deg. 46 min. 31 sec. East, a distance of 150.00 feet to a cooped 112" iron pin sel t THENCE South 00 deg. 13 min. 29 sec. West, a distance of //0. 00 feet to a capped 112" iron pin set, THENCE South 89 deg. 46 min. 31 sec. East, a distance of /0. 00 feet to a capped 112' iron pin sel, THENCE South 00 deg. 13 min. 29 sec. West, a distance of 50.00 feet to a capped 112" iron pin sel THENCE North e9 deg. 46 min. 30 sec. West, a distance of 19.96 feet to a capped 112' iron pin sell THENCE South 45 deg. /3 min. 27 sec. West, G dislonce of 28.28 feel to a copped 112 iron pin set, THENCE South 00 deg. 13 min. 29 sec, West, a distance of 90.00 feet to G capped 112 iron pin set, THENCE North 89 deg. 46 min. J/ sec. West, a distance of 135.13 feet to a capped 112" iron pin THENCE North 85 deg. 36 min, 50 sec. West, a distance of 55.00 feel to G capped 112" iron pin ,set, THENCE South 04 deg 23 min, /0 sec. Wes!, a distance of 121.16 feet to G capped 112" iron pin set THENCE North 85 deg 36 min, 50 sec. West, a distance of 4.00 feel to a capped 112' iron pin set, THENCE South 04 deg, 23 min. /0 sec. West, a distance of 50 00 feet to a capped 112 iron Pin, set, THENCE South 85 deg. 36 min. 50 sec. East, a distance of 4.00 feet to a capped 112' iron pin set, THENCE South 04 deg. 23 min. /0 sec. West, a distance of38.12 feel to a capped 112' iron pin set, said point being a Point of Curvature of a circular curve to the left, having a radius of.330, 00 feet, a central angle of 42 deg, /0 min. 21 sec., and being subtended by a chord which bears South /6 deg. 42 min. 0/ sec. East - 237.45 feet, THENCE in a southerly and southeasterly direction along said curve to the left, a distance of 242.90 feet to a capped 112" iron pin set, THENCE North 85 deg. 36 min. 51 sec. West non -tangent to said curve, a distance of 85.43 feel to a capped 112' iron pin sel, THENCE South 04 deg. 23 min. /0 sec. West, a distance of 47.06 feet to a capped 112" iron pin set, said point being a Point of Curvature of a circular curve to the right, having 0 radius of 635.00 feet, G central angle of 19 deg* 18 min. 08 sec., and being subtended by 0 chord which bears South 14 deg. 02 min. 14 sec. West - 212-91 feet, THENCE in a southerly and southwesterly direction along said curve to the right, G distance of 213.92 feet to a capped 112 " iron pin set, THENCE South 23 deg. 41 min. 18 sec. West tangent to said curve, a distance of 327.47 feet to a capped 112' iron pin set, THENCE South 16 deg. 29 min. 04 sec. West, a distance of 50. 05 feet to a capped 112" iron pin set; THENCE South 14 deg. 04 min. 27 sec. West, a distance of 125.00 feet to the POINT OF BEGINNING, containing 1, 430, 360 square feet or 32.837 acres of land. NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS" THAT, D. R. HORTON - TEXAS, LTD., acting by and through the undersigned, their duly authorized agent, does hereby adopt this final plat of LOTS 3-29, BLOCK L, LOTS 2-18 8 IX, 37X, 38X, 39X, BLOCK P, LOTS /-// 8 12X, 13X, 14X, BLOCK 0, LOTS 1-29, BLOCK R, LOTS 1-14, BLOCK 5, LOTS 1-26, BLOCK T, LOTS 21-24, BLOCK W. LOTS 11-21, BLOCK V, LOTS 68-84 8 85X, BLOCK Z, OAK CREEK TRAILS and does hereby dedicate to the public forever the streets and easements shown hereon. Witness our hand, this the 2k44 day of MW 2017. D. R. HORTON - TEXAS, L TD. , A Texas L imiled Partnership By; D.R. HORTON, INC. Lln Ma* P. Alan 4 Delaware Corporation, its Authorized Agent 5 TA TE OF TEXAS COUNTY OF Before me, the undersigned Notary Public in and for said County and Slate, on this day personally appeared Mot- P. AIIVVA , 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 considerations therein expressed and in the copocily therein stated. Given under my hand and seal of office this the day of 2017. valo I&L Notary Public, State of Texas KATIE SABIN - My commission expires ID * 130023623 Smy COMM. Ev. Nov. 1Z 201 1 SUR VE YOR "S CER TIFICA TE This is to certify that 1, Bob Henderson, Jr. , a Registered Professional Land Surveyor of the Slate of Texas, have platted the above subdivision from an actual on the around survey, and a// lot corners, angle points, and points of the curve shall be properly marked on the ground and that this plot correctly represents that survev made by me or under my direction and supervision. Bob Henderson, Jr. r OF Registered Professional Land Surveyor No. 2502 Goodwin and Morshoff. Inc. 2405 Muslang Drive Grapevine, Texas 76051 metro (8117) 329-4373 - I `N11:10,7103141V 7 LAND USE TABLE THESE LOTS ARE BEING DEVELOPED TO THE A-5 SINGLE FAMILY ZONING DISTRICT STANDARDS. Development Yield Gross Site Area (Acreage): 32.798 Total Number Lots: 164 Total Residential Lots 156 Number/21.805 Acres Single Family Detached 156 Total No. Dwelling Units: 156 Total Non -Residential Lots: 8 Number/4.025 Acres Private Open Space Lots: 8 Right -of -Way 6.968 Acres According to FIRM Map No. 48121CO495G with an effective date of April 18, 2011, no part of the subject property appears to be in a Special Flood Hazard Area, PRV's REQUIRED Private Pressure Reducing Valves will be required; water pressure exceeds 80 P.S.I. CITY PLAN COMMISSION CITY OF FORT WORTH, TEXAS 'pan CIVIL ENGINEERS — PLANNERS ~ SURVEYORS 2405 Mustang Drive, Grapevine, Texas 76051 Metro (817) 329-4373 TBPE REGISTRATION # F-2944 TBPLS # 10021700 Utility Easements Any public utility, including the City of Fort Worth, shall hove 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 an the plot, and they shall hove the right of ol/ times ' 7o ingress and egress upon Said easements for ffic- purpose of construction, re construction, inspection, patrolling, maintaining, and adding io or removing a// or part of its respective systems without the necessity of any time of procuring the permission of anyone. Transportation tTeact Fees The City of Fort Worth has an ordinance implementing the assessment and collection of transportation impact fees, The total amount assessed is established on the approval date of this plct application, based upon Schedule / of the impact fee ordinance in effect as of the dote of the plat. The amount to be collected is determined under Schedule 2 of said ordinance, and is due on the dole o building permit is issued. Site Drainage Study A site drainage study, showing conformance with 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 clang with a CFA for any required drainage improvements and the current owner shall submit a letter to the Department of TrGnsporlotion and Public Works stating 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 shall not be responsible for the construction, maintenance or operation of any lots containing private common areas or facilities identified as such on this plot. Said areas shall include, but not be limited to: private streets, emergency access easements, and gated security entrances,, recreation areas, landscaped areas and open spaces: Water and wastewater distribution systems and treatment facilities: and recreation) clubhouselexerciselbuildings and facilities. The land owners and subsequent owners of the lots and parcels in this subdivision, acting jointly and severally as a land owners association, shall be responsible for such construction, reconstruction, Maintenance and operation of the subdivision "s private common areas and facilities, and shall agree to indemnify and hold harmless the City of Fort Worth, Texas, from o// claims, damages and losses arising out of, or resulting from the performance of the obligations of said owners association, as set forth herein. Woterlftstewoter Impact Fees The City of Fort Worth has an ordinance implementing the assessment and collection of water and wastewater impact fees. The total amount assessed is established on the recordation date of this plot application, based upon Schedule I of the current impact fee ordinance. The amount to be collected is determined under Schedule // then in effect on the dole a building permit is issued, or on the connection date to the municipal cipal water andlor wastewater system. PHASE 3A FINAL PLAT CASE No. FP-16-003 REFERENCE CASE No. PP— 14-039 v:;J lain Restriction A:t,� Construction shall be allowed within the plain easement, without the written of the Director of Transportation ;'tiblic Works. In order to secure detailed engineering plans studies for the improvements, to the Director, shall be -;p:-jre;d and subm 1`1ted by the party is Ml`!_qhfn(_-,� io constru.", Within. the flood -plain. v`here cons truci Ion, is permitted, all rits shea poor elevotions shall be c ,Uli niraum, of two (2 ) feet above the 1100- y6,,f:ir flood elevation. ?`ood Plain/Drainage- Way,, Mcintenonce The existing creek, stream, river, or drainage channel traversing along or across portions of this addition, will remain unobstructed of all times and will be maintained by the individual lot owners whose lots ore traversed by, or adjacent to, the drainage -ways. The City of Fo rt ort Worth will not be responsible for the maintenance, erosion control, andlor operation of said drainage -ways. Property owners shall keep the adjacent draincgeways traversing their property clean and r'ree of debris, silt or other substances which would result in unsanitary 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 ore occasionally subject to storm water overflow ondlor bank erosion that cannot be defined. The City of Fort Worth shall not be liable any damages resulting from the occurrence of those phenomena, n,,)r failure of any structure (s ) within .-`,}i�. droinoge-ways. The dralbGge-woy- crossing each lot is contained w' 7 floodolain easement line as sho,,,i, plat. Buildina Permits No building permits shall be issued 'nor _y �,Ibfin this Subdivision until on appropriate CFA oil' other acceptable provisions are mode for the construction of any applicable water, sewe.,r, storm drain, street lights, sidewalks, or paving improvements, morovements, and approval is first obtained from the City of Fort Worth. Construction Prohibited Over Easements No permanent buildings or structures shall be constructed over any existing or platted water, sanitary sewer, drainage, gas, electric, cable or other utility easement of any type. Sidewalks are required adjacent to both sides of public and private streets, in conformance wi' V, ti-,_.q Sidewalk Policy per 'City Development Desl9r) Standards Parkway Permit Parkway improvements such as curb and gutter, pavement tie-in, drive approaches, sidewalks and drainage inlets may be required at time of building permit issuance via a parkway permit. AVIGATION AND SOUND EASEMENT RELEASE AND DISCLOSURE AGREEMENT THE PROPERTY SHOWN ON IHIS PLAT, IN IT'S ENTIRETY, IS SUBJECT TO AN AVIGATION AND SOUND EASEMENT, RELEASE AND DISCLOSURE -AGREEMENT RECORDED BY SEPARATE INSTRUMENT INVOLUME 5258, PAGE 1452 D.R.D.C.T. FINAL PLA1 OF LOTS 3-29, BLOCK L LOTS 2-18 & IX,37X,38X,M BLOCK P LOTS 1-11 & 12X,13X,14X� BLOCK Q LOTS 1-29, BLOCK '119 LOTS 1-14, BLOCK 8 LOTS 1-26, BLOCK T LOTS 21-24, BLOCI( 'Vf LOTS 11-21, BLOCIV LOTS 68-84 & 85X, RWCK Z OAK CREEK` TRULS BMNG 32.798 ACRES, ,SffUATED IN TU--, A.M. FELTUS SURVEY, ABSTRACT No. 1464 C. SUTTON SURVEY, ABSTRACT No. 1561 P.M. SMITH SURVEY, ABSTIM&I No. 1170 R. MATANY SURVEY, ABSTU& No. 878 CITY OF FORT WORTH, DENTOT'- "t'.'OUNTY, TEXAS 156 RESIDENTIAL LOTS & 8 0, SPACE LOTS JANUARY 2016v Filed for Record in the Official Records of: Denton county On: 61712017 12:29-12 PM In the PLAT Records OAK ZREE K TRAILS It Number: 2017-256 Number of Pages: 3 Amount: i5o . oo Orderhl:20170607000328 By- CR I M3 I ram#] 111.112*1 Brim 9 F00M 9 Nil M -.I onwe i ,MATCH I nic. rr SEE SHEET 2s. According to FIRM Map No. 48121C0495G with an effective date of April 18, 2011, no part of the subject property appears to be in / /� 81 a Special Flood Hazard Area. 6330 SO, FT. N X �7 11 1 1, J�\ VID 41 UJ gr 82 6 C) *to 6173 62. 85 636,50- '62 20 S 805 _'36' o-, -0 5810 E 110 -00' N 85 -3 50- SO FT. SO. FT 1�p L�g p I /IV Ln io 19 '50 4D 10 5500 5500 10 Z> 0 0 Pr BLOCK -=53-23' 47 SO. FT. SO. FT. 10 T UJ .36' t< Z 0 < CH LINE > 21 — N 85 *36'50�� W M T 5 1 co �\NI)E 6928 Im 01 So. III SHEET 2 5720 -1 633 N 115 '36 CV 0fl SQ. FT. 4W_1 SQ. FT. SO, F . 'IV 7 M 25' 25, W V III Z'>* 9. 1 . 01 '50 E 734B 9 62 LO SQ. FT. 50' 5500 go Ln M A/ I I (D C) 6 8 43' C� 20 _10 11 J I ZC) Q) N, SO. FT. CD CU C) 1_71 UJ *N Z In 5554 5'�36 t �UR' N ;7_q J N sq W SO. FT. 1111,q & q I-T S o 85 84 4 5872 -Q 25, 13 6 .4 6600 N 8 5884 5940 SO. FT. (3 .02 60 03 W SO. FT. tr I SO. FT. SQ. FT. _J _J 40 11690 BLOCK S 9 SO. FT. BLOCK 0 ru a Z /k )510 0 / A (IJ 21 Q> 6395 8 84 ..ref au SO. FT, 6179 7) 11-10ati 7680 so. FT IV I I S . � 1. - 1, U_ CV) 23 / f\ _G F� I . ? _J 594C ' 6y • q40 6 p �� 4ct 7 o; ` 12 LIU 3 4� SQ. FT. Aq:� 5940 V6 SO. FT y 6078 Z� on SO. F r cam: 5 5200 OAK REEK TRAILS 5643 22 ILI SQ. FT. 6073 N 7,9 ,37, PH 2 ly 24 -9 SO. FT.fit? 7 1 2.1 SO. FT. /V 5940 _7 0�! � 4 -.1 / 1JV;J0 N - 4%r�l . (y SQ. FT. 'Co ri 1 6 5940 •At ?0 SO. FT. %1 4 , 11 6078 _CZ/ 10 & , %F1, 4 _J SQ. FT. BLOCK T 5350 1 1'/1-3 - 14� 5500 1.• 4(1V A, SQ. FT. BLOCK R SO. FT. ItilU IV 23 b 5B46 *0q _J 5500 Z FT. 4�.? gc� /Y 25 5940 <n 5550 SO. FT. %0* �-to&o� *VU SQ. FT. y 44/ SO. FT. 45' 01 ?J It 10 3 � P I Q) _'t 'k- b 4411 4t) 6078 C, 5500 5500 SO. FT. Q> 00 BLOCK 2 SO. FT. ,Q) FT SQ, • cl 31 � . CCOY /14R/ 5' 5500 V (Z) AO/ 40 5500 So. F 4r) 6550 SO, FT. A! SQ. FT. 14/ la - /AV/ SQ. FT. 2 0y 12 51AA6AV 5500 1P ly 5500 25 BLOCK Epp SO. FT. 1yo A SO. FT. 4 5500 A( C%� , ? ccv Air - �>o 4 0 V 5500 SO. FT. MI N _J --I I fl SO. FT. A 414 .6-6 ly _J 13 4cm%) IV 8 SQ. 976 5500 .1 5500 Q. SO. FT. 26 SO. FT. 6550 Zct� 5500 cb 3 SO. FT. Mt. _J 6350Qr -ZO& U. 1") " W;1JIJV S" �q C_), ;" I V1, SO FT. SO. FT. FT. i�1100 VICINITY MAP 14 2 0000 9, 7 9 C-N• - L-1 (NOT TO SCALE) SO. FT. Q) 27 5500 3 2 5500 SO. FT, / '�. , t ° 4 6000 5500 SQ. FT. J#N SP . V 20t BLOCK 0 SO. FT. SO. FT. lfa I C� _/1\* 4 A/ U, 6000 0 BLOCK R y SO. FT. X 6 10 rx 5 28 VO - 5500 6000 SO. FT. FT. 5500 Q) 11 4,11 A At SO. FT. SO. FT, 6000 01 rl Q> 0.1 At 6 6550 '*�O;�� I 4J, 40 5 on Q> 7 5500 29 0 JV 6000 eo - ' ", & - - AK CR AIL LP 110 So. 1-1. 1��4A _r; SO. FT. :"15 11 Q/1 .1 6550 2005- 409 8 SO. FT. D.R.01.C.T. �1 0. . .... A 11-0 - SQ. FT.p. fl .0 60 iiy ff !{; 1' 'Pq 9 0 0 6000 Q> 4 SO. FT. 5500 Z SO. FT. 10 -4 _J SO. FT. CIO M & 6000 z, 13LOCK 4� DOC fl 12 5901 SO. FT. /V =50' 5380 _0 aou 10, �, �4n, U/ 20' B.L. fy- SQ. FT. Ai CO PROPOSED 10' U.E. 'D 959 166 1 11 (7), 0 CREEK TRAILS 50.00, 959 PHASE 2 SO. FT. 0. FT )9b S Ily Sit �0. .71 50 FAG 1- 1 13 '9 P T PI AL LOT C &;� DN W - -on t L4 tkpdcL�o p C. k6 E. III I 1�41_1 `1�1 -I. `- I _4- 4A6 �4�0 L. — 1 11 �v A I NIZ, 2 16 *29'04 QliW 46 4 cep fip4 Ate- �C SO. FT. 4 "NOCOR 10226 4vry\ 4-1 b1cct/ ESMT. 4' �0) 9 LRqE DAA FOSSILWOOD INVESTMENTS LP 1% 1� 'A sT2005-121135 o'Ia t*71 14 D.R.D.C.T. A10• THE PURPOSE F THIS CORRECTION PLAT 0-0111, 011, M r r �E 10M IM11MLIE Mis 1411 Um I I MIM, - Wa =mawmm _01511ill MNIZ S68 *41'39"w N44 *46'3i"W] , I-M LARLAN� 333131_M11171101=3- I no ra Own 103=21. ET, NN&:r#TAV= rj,=_wtn# a -.m# a JJJJll=Q# AIM �MW=# 4 ' �09#r =111115=10 �VXIAUMANME"_- 111_Mlz�q MkI M#.- I Mir. -VAMP, 0391; 0 IS TO REVISE AN INCORRECT BLOCK NLHBER. 'Qc30, esv&cl_o� 5507 0. FT zrp 4Z) POINT OF <Z? 1NNING OF FINAL PLAT OF 38X CURVE DATA 50' A6 PRIVATE HOA/DEVELOPER LOTS 3-29, BLOCK L M OWNED AMAINTAINED LOTS 2-18 & IX, 37X,38X,39X, BLOCK BB L251 N2 21.21' EM. 0 N71 -07 '17 "W_!=,VffA1rAM 33 •0" �-ffsvlls r�ftuff NIB *52'41 "E 10:11-1 N -1•�O 6 4avfl 11111 13ff N16 N� to 3 1.1 slam mmm� NMI" W1 I'lig �00 "11 SOW. Avis 1111113N JK-I M&GOT11.2 fO TL) Nu. LOTS 1-11 & 12XJ3XJ4X, EIL CK Q LOTS 1-29, BLOCK R LOTS 1-14, BLOCK S A. 9�� LOTS 1-26, BLOCK T LOTS 21-24, BLOCK W LOTS 11-21, BLOCK V LOTS 68-84 & 85X, BLOCK Z PRH?AREDBY: OAK CREEK TRAIL LP OAK CREEK TRAILS 2005-25409 BEING D.R.D.C.T. 32.798 ACRES OWNED)DEVELOND BY: 17-1 00DWW SITUATED IN M h�JARSHALL A.M. FELTUS SURVEY, ABSTRACT No. 1464 "ORTON C. SUTTON SURVEY, ABSTRACT No. 1561 D * & 11 CIVIL ENGINEERS ~ PLANNERS — SURVEYORS P.M. SMITH SURVEY, ABSTRACT No. 1170 6751 North Freeway 2405 Mustang Onive, Grapevine, Texas 7W51 R. MATANY SURVEY, ABSTRACT No. 878 Fort Worth, Texas 76131 Metro (817) 329-4373 PHASE 3A CITY OF FORT WORTH, DENTON COUNTY, TEXAS Du,,�Im 1 QAA TRPlTR1=(11.14TAATlr)N.* ;:-OQAA ko I 1X-JVV TBPLS # 10021700 FINAL t-L-f-\ I CASE NU. r-r-10—WO 100 UBb1JJJ5Xr1AL LOTS & U OPEN SPACE LU s:5 Fax: (817)23M896 REFERENCE CASE No. PP-14-039 FEBRUARY, 2018 Filed for Record in the Official Records Of: Denton County On. 211612018 3:35:47 PM In the PLAT Records OAK CREEK TRAILS FINAL PLAT Doc Number: 2018-89 Number of Pages: 3 Amount: 150.00 Otder,#1:20180216000659 By: MK Q 4FJ h- 44i 0_0 � t s� D.R. HORTON - TEXAS, LTD. DOC. NO, 2014-110842 D.R.D.C.T. / *__ S 86 *38'10 " E S 87 * 13'12 " E goo 50.00' 1 100, 50.00, AII� S 86 0307 " E S 87 r-i A Q� ' T A 7-t 1/4 S 2"50 1Ats-r$,-e%[_r 50.00 A Atr" S 75 *36'08" E GRAPHIC SCALE 1"=50' 50.00' S 85 *3756" E S 88 *2658 " E l t / c' �" 50.00 50.00 0 50 10o .00, .00, S 88 *59 '40 E 50� CV 68 le7. 52.50' 85 636 '50 E 302,50- 54.68' rl� 5659 50-00, 50.00, '50 00 SO. FT. gy 0 - BLOCK V '90-00, 50.00- 0) Cicl.00' rr�1 0;71 LLI 50.00, S 89 *44'02 " E 149-90 'V 77 4*1,3.. , Iii W 50.00' 54.83 25.00 25.00 54.68' 50.00' 50.00' I I W ea 21 _01 49.90' 6743 20 0 19 0- Z UJ BLOCK V Z 50 So. FT. 5500 C� 5500 - C; 18 0 - Z LU W UJ 50 0, UJI BLOCK W SO. FT. :` cc) 17 c- 69 b ICU SQ. FT. 0 5500 Zr4 0 16 UJ UJ NT SO FT.. 5500 - C'U - LID C) SQ, FT. CQ Cu 550n mq 14 C coca SQ. 23 22 M 5564 24 C3 - t3lt� 5564 13 5863 0 5 15 SQ. F_. ei�l SQ. FT. CV :410 SO F 12 GS BLOCK Z _J FT. �u 0 21 0. N 5564 61-4 S6099 5501 0 1" tt7ill'a) Z Z SO. FT. SO. FT . 6052 0 5534 5503 M Itl 20'8 -L Z 0 9C Q, FT . M SO. FT. SO. FT. SO, F 4n- Z SO. FT � �; 0 'r-1 0 Z I UJ 0 0 C) '1 50' DRAINAGE EASEMENT go < 59.68, Z 0 C 0 BY SEPERATE INSTRUMENT 70 50.00, 50.00, Z Z Z C) Z Z Z C) 6OB3 50.00, --- -LUME L=12.79 ' �BL. 0 20"BL. M 50.00, Z SO. FT . CV 50.00, 3 0 U) 50' DRAINAGE EASEMENT L=51-12' 1 0 - L=51.2 L=35.0 V 101UvE. BY SEPERATE INSTRUMENT N E I =A r) "i L. '21 '05 384.70 0 A15.6q' 50.00' 50.00' L=47.03 Z iD Z ---- 1 0 q M co CLAY CRE81( L=248.32' 01 LO 71 11 54-95' LANE L=117.74' S 89 *46 *31 E 140.86' clu 50.00, SQ. FT. LU 6412 0 50.00, C io- 70.90 69.9 "U-E. 50.ob 50.00, 50 11 _J Go 2( 8 ------- 46-49' 4 CU _J -------- L=5o.od > CM __T N a I L= L=5 .00' L= _T 4 *59'31 W 10'U.E. L=3.51, I LU U.E. L=50.00' L=50.00' L=50.00 20.90 15 z v.4 7266 :r4 0 16 6 "U.E. 72 0 5500 0 17 0- UJ U.E. 210 D.R. HORTQN - TEXAS, :LTD. 0 4 6254 SO. FT. cv 6 SO. FT. mq 5500 CC,) 18 19 0 20 LU UJ ► -fo -SE L= 14.31' 1,, LU \-L15 6 to - uu DOC. N . 2014-ijoBA2 �V 0 SO. FT. 5500 Mq 5500 LU SO. FT. No SQ. FT. 5500 0 21 0. 2 UJ (3 SOFT. so 5500 22 23 E0 V U4 CY) Z R.D.C.T. 0 . t- 1. 0 o 'i:T " �) 00 5569 P cr) 24 o-). i N 85 *36'1 Z-1 :4 Mq SO. FT. 25 '0' 27 C.) �n cy) N 1 0). it C> 5593 in Go 26 28 29 a UJ SQ. FT cv 5646 !0 00 p �0 0 M Ou CU -0 EX. 20 LOW PRESSURE GAS - W Z Z C; C) SO. FT. 5725 -1 5830 z:� 5696 5550 5BB0 ca M 122 rp cw Z SO. FT. oo DOC # 2004146775 .02' -1 SO. FT. LINE EASEMENT ZC11 Lq SO. FT. M 0 SO. FT. to ai SO . FT i c; SO. FT. <D EX. 20* ACCESS EASEMENT 0 00 BLOCK L P jo Z 0 C 66.88, 1 1 Uj -, " 0" 0" q 0 DOC #2005-25417 CU q 73 50.01 CIO Z Z �u 0 C) 0 C) PROPOSED -'i C) 0 (0 O.R.O.C.T. 6031 62-15' S 85 *36 50.00- 50.00' 50.00, Z to Z CD Z 0 OAK CREEK 11FRAILS ua SO. FT. W '50 50. Z Z Z v� Z Z PHASE 12 uj .1 61.84' 55,78' 50.00 00, 50.00- 1 CD 19.86, C> LOT 85X . I - 42 Ca 60.00, 51.16, 1 60 LL. PRIVATE HOA/DEVELOPER OWNED Z N 85 *36 '08 11 Cu 50.00' 51-io 23-41' 31.59' 0 W a 50.00' 51.2" 5 .00, U) AND MAINTAINED OPEN SPACE 11 -u Z W U.E. S 85 1.15' 55 30.00'1 30 133,394 SO. FT. '36'50 E 50.00' 51-19, 27 N 89 "46'31" W 135.13' L CU orci W W 60.00' 50.00' .17 1 74 1", '1 _X I 1 0. U 50.00, 50.00, 6119 N C� 14 13 LO N 0 W W I - -E- BLOCK L 1-6 q I - 12 m 11 :M 0 - EX. 25' UTILITY EASEMENT SO. FT. to ZI 8695 6326 in CQ 826 CXJ M I" C) 0 W -Ag� SO. FT. 10 4' U.E. �u o 5 v-i '50 W CC# 97-ROO66579 M so. I- v-4 SO. FT. 5500 �0 9 W W D.R.D.C.T. vq SO. FT. q. 6600 C>- N 85 53"6 50° 516 8 SO, FT. N C' 5500 001 -7 116.34' 6 5500 7 0- Z i So - FT SO. FT. 6600 6 c') 6 -0 11 q 5 Zo Z 0 5500 M 4 : I I �- �0. ✓ N 87 -03 '55 W 25' 25' Z CID SQ. FT. - " 3 0 " SO. FT. 550() 0 128.70' _L __ Z Z C> I L14 SQ. FT. C'U 55 0 5500 2 C-V 4 I -r; ! 01 IUE� Z Z SO. FT. - cu BLOCK Z - =27.3 r 10 Z; ' _ I :;- a) AG .�=27.39 75 im co L=50.02' 22-62- 50.00, Z 9 *4 60.00 _40 _U.E. 7' 10521 ROD 5000. 0 SO. FT. 55, 8, P" @ CIO L--_167.79 50.50- 50.00 6376 OAK�EEK TRAIL LP 76 -Lon - - ------ �836 50 E 0 SO, FT, A8�862' 2005-25409 77 L=65.2' < 0_0_00 D.R.D.C.T. 7833 65-12 -2-62' 19-100 SO. FT L=2.o2, All EVU.UU -BOOTJACK ROAD W j, 1001 41 LIB 0. 8563 to 13 25 25' C) 14 SO. FT. M - ems''. C, 2 cu /-/Cg in 6000 14 6550 C> 15 T)__ 25' A - C978 CZAA do, LiJ I 5987- -- -- 4au n Sa FT. 6550- CO 1 4. t ill 4-1414 SQ. FT. ICU SQ, O�. Z P SO. FT. is M CU ,4-zP UJ 1170 6002 ciliJ *01Cw -4 6519 SQ. FT M0 N 85 36 50 > SO. FT. 'U 'W c) 79 10 01ri 7950 6080 Z _J 13 N 85 *36'50 W SO. FT. SO. FT. 061 0 N Q I I 51.03' 50-99' 4,20' rd 5500 0 16 M 110.7 "E N89 *5258 T J S 8 _10'21" E SO Cc, SO. FT. 5500 6 n ':a'6 1483-17, 0 TCH L INE 0) "Op I-: 5'.�.O? 1464 11 'to Wait rr), -vy.\ A9 64' In SO. F OPOSI:D 71 1 1 Z n 0 L" li� 17 It 9 15.45 1 013 `1 SHEET 1 5155 \A1 •Inn c'"r 56131 11 UAK IJIi IH S �BL _C) -4 -41 M M LO 20' B.L. 10' U.E. 50.00, TYPICAL LOT BLOCK Z I U ) � C,-' UJ 1,34 M ou W -, C 0 0 1-ml-I'ASE 2 V, so 1;0 'We - - 110.00N A5 *36,50 W SQ. r 1. t7i F *4 c- 0-1 110.00, C� 5. 693P - M C\J _V I CO-1 LO LU 00 12 0 - LA SO FT. IV 94 BLOCK T _11 7- 1 N 85 *36 '50 6276 cl� . I I N 16 15 .1 LU 5500 17 Z 11 2 lvl' 21 17 5700 SQ. FT. A So. FT. 6557. Lr) 5500 Qj 5810 SQ. FT 71 L"i 10 C) SO. FT. A SQ. FT. SO. FT. M IL) - 1 0 16 (Z) 4C:) BLOCK BB p N 85 '36 '50 LO Z up LID 6240 Iq 5 *36'50 W NT < SO. FT. I SO. FT. 61tsy IS W N 8 7 583B I "L 0 L. 6362 - to *U.F:. L= .8 IC L BLOCK R LL N 85 *36'50 SO. FT, '00, ---1 0 3 Z LL 0 0 - 3 5861 55AFT 0 0 C) 18 �0 SO. FT. L=46 ♦43' 47-36' LO SO. FT. 6 5500 CO 0 on SO. FT. W ijo N 85 .00, LO 72 N 85 W so. E VX Tr-J-J-J- IN According to FIRM Map No. 48121CO495G with an effective date of April 18i: 2011, no part of the subject property appears to be in a Special Flood Hazard Area. SEE SHEET I FOR LINE AND CURVE DATA, lop. CIVIL ENGINEERS - PLANNERS - SURVEYOR 2405 Mustang Drive, Grapelvine, Texas 76051 Metro (817) 329-4373 TBPE REGISTRATION # F-2944 TBPLS * I 1,142171l SHEET 1, VANN CORRECTION PLA 0 FINAL PLAT OF LOTS 3-29, BLOCK L LOTS 2-18 & IX,37X,38X39X,, BLOCK BB LOTS 1-11 & 12X,13X,14X, BLOCK Q LOTS 1-29s BLOCK R LOTS 1-14, BLOCK S a , L11i --n-VIFF ginkla"Itell LOTS 21-24, BLOCK W 0400 HIR a] ;kTA 06-i:W-11 10 1 Z 101 a- 0 " E 0.11111110 i k T Arry I I _9 I PT 'Ill V 4.4 LOTS 68-84 & 85X, BLOCK Z OAK CREEK TRAILS BEING 32- 798 ACRES SITUATED IN THE A.M. FELTUS SURVEY, ABSTRACT No. 1464 C. SUTTON SURVEY, ABSTRACT No. 1561 P.M. SMITH SURVEY, ABSTRACT No. 1170 R. MATANY SURVEY, ABSTRACT No. 878 PHASE 3A CITY OF FORT WORTH DENTON COUNTY, TEXAS FINAL PLAT CASE No. FP-16-003 156 RESIDENTIAL LOTS & 8 OPEN SPACE LOTS REFERENCE CASE No. PP-14-039 FEBRUARYs 2018 EN Filed for Record in the Official Records of: Denton County On: 211612018 3:35:47 PM In the PLAT Records OAK CREEK TRAILS FINAL PLAT Doc Number: 2018-89 Number of Pages: 3 Amount: 150.00 Order#-20180216000659 By: Mi Ill I M Utilitv Easements Floodbloin Restriction OWNER "S A CKA/O WL ED GMEN T AND DEDICA TION S TA TE OF TEXAS; COUNTY OF DENTON,, A# that certain lot, tract, or parcel of land, part of the A.M. Fellus Survey, Abstract No. 1464, the C. Sutton Survey, Abstract No. 1561, the R. Malany Survey, Abstract No. 878 and the P.M. Smith Survey, Abstract NO. 1170, City of Fort Worth, Denton County, Texas, being part of that certain tract described in a deed to D.P. Harlon - Texas, Ltd., and recorded in Document No. 2014-110842 of the Deed Records of Denton County, Texas (DRDCT), and being more completely described as follows, to -wit: BEGINNING of , said point being a Point of Curvature of a circular curve to the right, having 0 radius of 1060.00 feet, a central angle of 9 deg. 37 min. 09 sec., and being sublended by a chord which bears North 71 deg. 07 min. 17 sec. West - 177.75 feet, THENCE in a westerly and northwesterly direction along said curve to the right, a distance of 177.96 feel to a copped 112' iron pin set, THENCE North 66 deg. 18 min. 42 sec. West tangent to said curve, a distance of 115. 0/ feet to a copped 112' Iron pin set, THENCE North 21 deg. /8 min. 21 sec. West, c distance of 28.28 feet to G capped 112' iron pin se' THENCE Nor/t, 23 deg. 42 min. 00 sec. East, a distance of /0, 00 feet to a capped 112' iron pir set, THENCE North 66 deg. /8 min. 42 sec. West, a distance of 50. 00 feel' to a capped 112' iron pin set, THENCE South 23 deg. 42 min. 00 sec. West, a distance of /0. 00 feel to a copped 112' iron pin seti THENCE South 68 deg. 41 min. 39 sec. West, a distance of 28.29 feet to a capped 112' iron pin sell THENCE North 66 deg. /8 min. 42 sec. West, a distance of 530.00 feel to a copped 112' iron pin set, THENCE North 21 deg. /8 min. 21 sec. West, a distance of 28.28 feet to a capped 112' Iron pin set, THENCE North 23 deg. 42 min. 00 sec. East, a distance of /0. 00 feet to a capped 112' iron pin set, THENCE North 66 deg. /a min. 42 sec. West, a distance of 50.00 feet to G capped 112' iron pin set, THENCE South 23 deg. 42 min. 00 sec. West, a distance of /0. 00 feet to a copped 112' iron pin set, THENCE South 68 deg. 41 min. 39 sec. West, a distance of 28.29 feet to a capped 112' iron pin set, THENCE North 66 deg. 18 min. 42 sec. West, a distance of 135.03 feet to a capped 112' iron pin set, THENCE North 23 deg. 41 min. 18 sec. East, a distance of 173.23 feet to a capped 112' iron pin set, said point being a Point of Curvature of a circular curve to the left, having a radius of 5779.58 feel, a central angle of 9 deg. 37 min. /3 sec. , and being sublended by a chord which bears North 18 deg. 52 min. 41 sec. East - 969.29 feet, THENCE in a northeasterly and northerly direction along said curve to the left, 0 distance of 970.43 feet to a capped 112" iron pin set, THENCE South 75 deg. 36 min. 08 sec. East non -tangent to said curve, a distance of 278.68 feet to G copped 112' Iron pin sell THENCE North 14 deg. 23 min. 52 sec. East, a distance of 21.55 feet to a capped 112" iron pin set, THENCE South 75 deg. 36 min. 08 sec. East, G distance of 50.00 feet to a capped 112' iron pin set, THENCE South 85 deg. 36 min. 50 sec. East, a distance of 302.50 feel to a copped 112,* iron pin set, THENCE South 85 deg. 37 min. 56 sec. East, a distance of 50.00 feel to a capped 112' iron pin set, THENCE South 86 deg. 03 min. 07 sec. East, a distance of 50.00 feet to a capped 112' iron pin set, THENCE South 86 deg. 38 min. /0 sec. East, a distance of 50.00 feet to a capped 112' iron pin set, THENCE South 87 deg. 13 min. 12 sec. East, G distance of 50.00 feet to a copped 112' 1'ron pin n set, THENCE South 87 deg. 53 min. 22 sec. East, a distance of 64.61 feel to a capped 112" iron pin sell THENCE South 88 deg. 33 min. 32 sec. East, a distance of 50.00 feet to a copped 112' iron pin set; THENCE South 89 deg. 09 min. 56 sec. East, a distance of 60.00 feet to a capped 112' iron pin set, THENCE South 89 deg. 46 min. J/ sec. East, G distance of 150. 00 feet to a copped 112' Iron pin sell THENCE South 00 deg. /3 min. 29 sec. West, a distance of //0. 00 feet to a capped 112' iron pin set, THENCE South 89 deg. 46 min. 31 sec. East, a distance of /0 - 00 feel to a copped 112' iron pin set, THENCE South 00 deg. 13 min. 29 sec, West, a distance of 50.00 feet to a capped 112' iron pin set; THENCE North 89 deg. 46 min, 30 sec. West, a distance of 19.96 feet to a copped 112' iron pin set, THENCE South 45 deg. /3 min. 27 sec. West, a distance of 28.28 feet to a capped 112" iron pin set, THENCE South 00 deg. 13 min, 29 sec. West, a distance of 90.00 feet to a capped 112' iron pin set, THENCE North 89 deg. 46 min. 31 sec. West, a distance of 135. 13 feet to a capped 112' iron pin THENCE North 85 deg. 36 min. 50 sec. West, a distance of 55.00 feel to a capped 112' iron pin set, THENCE South 04 deg. 23 min. /0 sec. West, a distance of 121.16 feet to a capped 112' iron pin set, THENCE North 85 deg. 36 min. 50 sec. West, a distance of 4.00 feet to a capped 112' iron pin set, THENCE South 04 deg. 23 min. /0 sec. West, a distance of 50.00 feet to a capped 112' iron pin set, THENCE South 85 deg. 36 min. 50 sec, East, a distance of 4.00 feet to a capped 112' iron pin set, THENCE South 04 deg. 23 min. /0 sec. West, a distance of 38.12 feel to a capped 112' iron pin set, said point being a Point of Curvature of a circular curve to the left, having a radius of 330.00 feet, a central angle of 42 deg. /0 min. 21 sec. , and being sublended by 0 chord which bears South 16 deg. 42 min. 0/ sec. East - 237.45 feet, THENCE in a southerly and southeasterly direction along said curve to the left, a distance of 242.90 feet to a capped 112' iron pin set, THENCE North, 85 deg. 36 min, 5/ sec. West non -tangent to said curve, a distance of 85.43 fee - to a coaDec //2 " iror, - ,!� se THENCE South 04 deg, 23 min. /0 sec. West, a distance of 47.06 feet to a capped iron pin set, said point being c Point of Curvature a.,-' c circular curve to the right, having a radius of 635. 00 feet, a central angle of 19 deg, 18 min. 08 sec., and being subtended by a chord which bears South 14 deg, 02 min. 14 sec. West - 212.91 feel, THENCE in a southerly and southwesterly direction along said curve to the right, 0 distance of 213.92 feet to a capped 112' iron pin set, THENCE South 23 deg. 41 min. 18 sec. West tangent to said curve, a distance of 327.47 feel to a capped 112' iron pin set, THENCE South 16 deg. 29 min. 04 sec. West, a distance of 50.05 feel to a capped 112' iron pin sell THENCE South 14 deg. 04 min. 27 sec. West, G distance of 125.00 feet to the POINT OF BEGINNING, containing 1, 430, 360 square feet or 32.837 acres of land. THA T, D. R. HORTON - TEXAS, L TD. , acting by and through the undersigned, their duly authorized agent, does hereby adopt this final plot of L 0 TS 3-29, BLOCK L, L 0 TS 2-18 8 IX, 37X, 38X, 39X, BLOCK BB, LOTS /-// 8 12X, 13X, 14X, BLOCK 0, LOTS 1-29, BLOCK R, LOTS 1-14, BLOCK 5, LOTS 1-26, BLOCK T, LOTS 21-24, BLOCK W. LOTS 11-21, BLOCK V, LOTS 68-84 8 85X, BLOCK Z, OAK CREEK TRAILS and does hereby dedicate to the public forever the streets and easements shown hereon.. Witness our hand, this the 5�n day of 2018. & AW D. R. HOP TON - TEXAS, L TD A Texas Limited Partnership By " D. R. HOR TON, INC, A Delaware Corporation, its Authorized Agent By,, Mark P. Allen Assistant Vice President S TA TE OF TEXAS COUNTY OF Before me, the undersigned Notary Public in and for said County and Slate, on this day personally appeared Mark P. Allen, 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 considerations therein expressed and in the capacity th ein stated. Given u hand and seal of Tice this the A5' day of 2018. Notary ublic, State of TefGJS Fa SHERRI A TAYL07R My commission expires— *5 R Notary ID * 5212156 My Commission Expires June 1. 2020 SUR VE YOR IS CER TIFICA TE This is to certify that I, Bob Henderson, Jr., a Registered Professional Land Surveyor of the Stale of Texas, hove platted 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 thol this plot correctly represents, that survey mode by me or under my direction and supervision. Bob Henderson, r. F rr, �'p? Registered Professional Land Surveyor No. 2502 4A� Goodwin and Marshall, Inc. 2405 Musion Drive tk 9 $60 fVIDERSON Grapevine, Texas 76051 metro (817) 329-4373 (�, r, %z 2 _Q, LAND USE TABLE THESE LOTS ARE BEING DEVELOPED TO THE A-5 SINGLE FAMILY ZONING DISTRICT STANDARDS. Development Yield Gross Site Area (Acreage): 32.796 Total Number Lots: 164 Total Residential Lots 156 Number/21.805 Acres Single Family Detached 156 Total No. Dwelling Units: 156 Total Non -Residential Lots: 8 Number/4.025 Acres Private Open Space Lots: 8 Right -of -Way 6.968 Acres According to FIRM Map No. 48121C0495G with an effective date of April 18, 2011, no part of the subject property appears to be in a Special Flood Hazard Area. PRV's REQUIRED Private Pressure Reducing Valves will be required; water pressure exceeds 80 P.S.I. CITY PLAN COMMISSION CITY OF FORT WORTH, TEXA1 BY Chairman BYI Secretary 1W I 111011 rra is CIVIL ENGINEERS PLANNERS — SURVEYOR. 2405 Mustang Drive, Grapevine, f6x-as- Metro (817) 329-4373 TBPE REGISTRATION # F-2944 TBPLS # 10021700 Any public utility, including the City of Fort Worth shall have the right to move and keep moved a// or part of any building, fence, tree, 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 shall hove the right at a// times to Ingress and egress upon said easements for the purpose of construction, reconstruction, inspection, patrolling, maintaining, and adding to or removing ng all or part of its respective systems without the necessity of any time of procuring the permission of anyone. Transportation Impact Fees The City of Fort Worth has an ordinance implementing 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 / of the impact fee ordinance in effect as of the date of the a/c', The amount to be collected is determined under Schedule of said ordinance, and Is due on the date o building permit is issued. Site Drainage �tud A site drainage study, showing conformance with the approved roodwcy drainage plan, may be required before any building permit will be issued on this site is 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 Department of Transportation and Public Works stating 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 shall not be responsible for the construction, maintenance or operation of any lots containing private common areas or facilities identified as such on this plot. Said areas shall include, but not be limited tot private streets, emergency access easements, and goted security entrancest recreation areas, landscaped areas and open spacesr water and wastewater distribution systems and treatment facilitiest and recreotionl clubhouselexerciselbuildings and facilities. The land owners and subsequent owners of the lots and parcels in this subdivision, acting jointly and severally as a land owners association, shall be responsible for such construction, reconstruction, maintenance and operation of the subdivision "s private common areas and facilities, and shall agree to indemnify and hold harmless the City of Fort, Worth, Texas, from ail claims, damages and losses arising out of, or resulting from the performance of the obligations of said owners association, as set forth herein. The City of Fort Worth has an ordinance implementing the assessment and collection of water and wastewater impact fees. The total amount assessed is established on the recordation date of this plat application, based upon Schedule I of the current impact fee ordinance. The amount to be collected is determined under Schedule // then in effect on the date a building permit is issued, or on the connection dole to the municipal water andlor wastewater system. ism PHASE 3A IFINAL PLAT CASE No. FP-16-003 REFERENCE CASE No. PP-14-039 No construction shall be allowed within the fl000plain easement, without the written approval of the Director of Transportation and Public Works. In order to secure approval, detailed engineerl ng plans and/or 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 construction is permitted, all finished floor elevations shall be a minimum of two (2 ) feel above the /00- year flood elevation. Flood flaia/Droinage-Wayt Maintenance The existing creek, stream, river, or drainage channel traversing along or across portions of this addition, will remain unobstructed of of/ limes and will be maintained by the individual lot owners whose lots are traversed by, or adjacent to, the drainage -ways. The City of Fort Worth wilt' not be responsible for the mair?tenGnce, has a,.- con'rcaf?c I /1 0- operob,or, of soi,-i drc,inGC71 -WGYSPrOpe!-TI`, owners shall keep the adjacent drGinagewcys traversing the;,- ' Droperry clear onG' free of debris, silt or other substances which would result in unsanitary 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 water overflow andlor 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 is ) within the drainage -ways. The drainage -way crossing each lot is contained within the fl000ploin easement line as shown on the plat . Building Permits No building permits shall be issued for any lot in this Subdivision until an appropriate CFA or other acceptable provisions are mode for the construction of any applicable water, sewer, storm drain, street lights, sidewalks, or poving improvements, and approval is first obtained from the City of Fort Worth. Construction Prohibited Over Easements No permanent buildings or structures shall be constructed over any existing or platted water, sanitary sewer, drainage, gas, electric, cable or other utility easement of any type. Side walks Sidewalks are required adjacent to both sides of ail public and private streets, in conformance with the Sidewalk Policy per -City Development Design Standards' . Porkwav Permit Parkway improvements such as curb and gutter, pavement tie-in, drive approaches, sidewalks and drainage inlets may be required of time of building permit issuance via a parkway permit. AVIGATION AND SOUND EASEMENT RELEASE AND DISCLOSURE AGREEMENT THE PROPERTY SHOWN ON THIS PLAT, IN IT'S ENTIRETY, IS SUBJECT TO AN AVIGATION AND SOUND EASEMENT, RELEASE AND DISCLOSURE AGREEMENT RECORDED BY SEPARATE INSTRUMENT IN VOLUME 5258, PAGE 1452 D.R.D.C.T. Y-Y-Y---\ OF FINAL PLAT OF LOTS 3-29, BLOCK L LOTS 2-18 & IX,37X,38X,39X, BLOCK BB LOTS 1-11 & 12X,13X,14X, BLOCK Q LOTS 1-29, BLOCK R LOTS 1-14, BLOCK S LOTS 1-26, BLOCK T LOTS 21-24, BLOCK W LOTS 11-21, BLOCK V LOTS 68-84 & 85X, BLOCK Z 1 OAK CREEK r"RAILS BEWG 32.798 ACRES SrrUATED IN ME A.M. FELTUS SURVEY, ABSTRACT No. 1464 C. SUTTON SURVEY, ABSTRACT No. 1561 P.M. SMITH SURVEY, ABSTRACT No. 1170 R. MATANY SURVEY, ABSTRACT No. 878 CITY OF FORT WORTH, DENTON COUNTY, TEXAS 156 RESIDENTIAL LOTS & 8 OPEN SPACE LOTS FEBRUARY, 2018 Filed for Record in the ilfficial Denton County On: 2/1612018 3.35:47 PM In the PLAT Records OAK CREEK TRAILS FINAL PLAT Floc Number: 2018-89 Number of Pages- 3 Amount: 150.00 Order#:20180216000659 By: MK PM I W N I BOOT JACK ROAD T CT A;ro. 878 �4-14'64 LU UJ 0 0 S 85.36 50, C 112" LIPS 13320- V2" CM 133.20, => V4 1 861 1 LOT 15R BLOCK BB 7201 Cc SO, FT. i1p, 00 LOT 14R BLOCK BB 7540 161.07' 1/2CIPS N 85 #36 -50. W 161-07- 7 0 WIVER "S ACKNOWLEDGMENT AND DEDICA T/O&1 S 89 *4631" E cv* 124.64' 112- cvF S TA TE OF TEXA S i COUNTY OF DENTON,, All that certain tract of land, part of the A, lyl, Feltus Survey, Abstract No. 1464, City of Fort Worth, Denton County, Texas, being port of that certain tract described in a deed to D. R. Harlon - Texas, Ltd., and recorded in Document No. 2014-11,10842 of the Deed Records of Denton County, Texas (DROCT), and a port of that certain tract described in deed /a FT1W 3.8 Development L.P. and recorded in Document /Va. 2005-25409 DROCT, said Property also being Lots 14 and 15, Block 88 of Oak Creek Trails as recorded in Document No. 2018-89, Plot Records of Denton County, Texas (PRDCT) and Lot 4, Block P of Oak Creek Trails as recorded in Document No. 2017-126 PROCT, and being more completely described as follows, to -wit: BEGINNING of a capped 112' iron pin stomped 'Goodwin 8 Marshall' set at the southwest corner of said Lot 14, Block BB, said point being on the easterly right-of-woy line of Buffalo Nickel Drive (50'ROW ), THENCE North 04 deg. 23 min. 10 sec. East along the said easterly righf-of-way line of Buffalo Nickel Drive, a distance of 100,00 feel to a copped 112' iron pin set, THENCE South 85 deg, 36 min. 50 sec. East, a distance of 133.20 feet to a capped 112' iron pin set, sold point being a Point of Curvature of a non -tangent circular curve to the left, having a radius of 330, 00 feet, a central angle of 6 deg. 56 min. 52 sec., and being subtended by a chord which bears South 20 deg. 42 min. 03 sec. East - 39.99 feet, THENCE in a southerly and southeasterly direction along said curve to the left, a distance of 40.02 feet to a copped 112' iron pin set, THENCE South 89 deg. 46 min. 31 sec. East, a distance of 124.64 feet to a copped 112" ;ran pin found, said point being a Point of Curvature of a non-longent circular curve to the Leff, having 0 radius of 330. 00 feet, a control angle of 13 deg. 49 min. 53 sec., and being subtended by a chord which bears South 19 deg. 22 min, 45 sec. East - 79, 47 feet, THENCE in a southerly and southeasterly direction along said curve to the left, a distance of 79.66 feet to a copped 112' iron pin found, T14ENCE South 12 deg. 54 min, 3:1 sec. West, a distance of 30.22 feel to a capped 112" iron pin found, said point being a Point of Curvature of a ron-fongent circular curve to the left, having a radius of 275.00 feet, a central angle of 12 deg. 0/ ruin. 31 sec., and being subtended by a chord which bears South 45 deg. 45 min. I/ sec. West - 57.61 feet, THENCE in a southwesterly direction along said curve to the left, a distance of 57. 72 feet to a copped 112' iron pin found, THENCE North 50 deg. 14 min. 31 sec, West non-fongent to said curve, a distance of 126.16 feet to a capped 112' iron pin set, THENCE North 85 deg. 36 min. 50 sec. West, a distance of 161.07 feet to the POINT OF BEGINNING, containing 29946 square feet or 0.687 acres of land. 1/2" CIPF 1/2, CIPF A VI/ - 112- CIPF '0 NOW, THEREFORE, KNOW ALL MEN 8 Y THESE PRESENTS, THAT, D. R. HOP TON - TEXAS, L TD - , andHtV,14 L IFES TYLES, L. P. acting by and through the undersigned, their duly authorized agents, do hereby adopt this final plot of LOTS 14R and 15R, BLOCK 88 and L074R, BLOCK P, OAK CREEK TRAILS and do 'hereby dedicate !a the public's use forever the streets and easements shown hereon, Witness our hand, this the day of 2019. D. P. i4OP TON - TEXAS, L TO A Texas Limited Partnership By t D. R. POR TON, INC 4 Delaware Corporation, its Authorized Agent By i Benjamin M. Clark Assistant Vice President ;4 , MHLIFFSTYLES, L.P., A Texas Limited Partnership By,, BNM.'R, Inc. its General Partner By, Title f ::�)r 1.La14 5 TA TE OF TEXAS COUNTY OF Before me, the undersigned Notary Public in and for said County and Slate, 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 hand cno, seal of office this the day of, t9mal(iif 2019. Notary Public, State leYos My commission expires res 2— Katie saw 00, JAY CWMUMM EvesI I W12D22 No 130MM" STATE OF TEXAS 10 COUNTY OF Before me, the undebrigned Notary Public in and for said County and State, on This day personally appeared race A(lAcli , 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. GivMe),, my hand and seal. of office this the day of ke/Ua�y 2019. Notary - Public, State of exos*,tAYLOR My commission expires SHERRI= Rio Xo 75 2 IU2 71 q!S 6 1. 2020 MEE] CURVE RADIUS DELTA ARC CHORD BEARING CHORD C1 330.00' S *56'52 " 40.02 S20 *42'03 "E 39.99' C2 330,00' 13 *4953 " 79.66' S 19 '22'45 "E 79.47' C3 275.00' 12 *0 1 *31 " 57.72 S45 *45'11"W 57,6 1' LINE DATA f—LINE BEARING DISTANCE I L11 S 12 '54,33 "JW 30.22 Ufilitv 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, tree, 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 shall have the right at all times to ingress and egress upon said easements for the purpose of construction, reconstruction, inspection, patrolling, maintaining, and adding to or removing all or port of its respective systems without the necessity at ony time of procuring the permission of anyone. Trans portation Impact Fees The City of Fort Worth has an ordinance implementing the assessment and collection transportation impact fees. The total amount assessed is established on the approval date of '.his plot application, based upon Schedule I of the impact fee ordinance in effect as of the date of the plot. The amount to be collected is determined under Schedule 2 of said ordinance, and is due on the dote a building permit is issued. Site Drainage Study 4 site drainage study, showing conformance with 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 Department of Transportation and Public Works stating awareness that a Site Drainage Stu NIYI be required before any permit is issued. , he current owner will inform each buyer of the some. Private Common Areas and Facilities The City of Fort Worth sticif not be responsible for the construction, maintenance or operation of any lots containing private common areas or facilities identified as such on this plot. Said areas sholl include, but not be limited to,, private streets, emergency access easements, and gated security entrances., recreation areas, landscaped areas and open spaces: water and wastewater distribution systems and treatment facilities, and recreation/ clubhouselexerciselbuildings and facilities, The land owners and subsequent owners of the lots and parcels in this subdivision, acting jointly and severally as a land owners association, sholl be responsible for such construction, reconstruction, maintenance and operation of the subdivision Is private common areas and facilities, and shod agree to ,r . demnify and hold harmless the City of Fort Worth, ' 7 Feyos, from a// claims, damages and losses arising out of, or resulting from the performonce of the obligations of said owners association, as set forth herein. WoferlWaste water Impact Fees The City of Fort Worth has an ordinance implementing the assessment and collection of water and wastewater impact fees. The total amount assessed is established on the recordation dote of this plot application, based upon Schedule I of the current impact fee ordinance. The amount to be collected is determined under Schedule # then in effect on the dote a building permit is issued or on the connection dole to the municipal water issued, wastewater system. SUR VE YOR 'S CER TIFICA TE This is to certify that 1, Bob Henderson, Jr., a Registered Professional Land Surveyor of the State of Texas, hove platted the above subdivision from On GOV01 on the ground survey, and all lot corners, angle points, and points of the curve sholl be properly marked on the ground and that this plat correctly represents that survey modep me or under my direction and supervision. Bob Henderson, Jr. OF Registered Professional Land Surveyor No, 2502 Goodwin and Marshall, Inc, 2405 Mustang Drive tgvn JFt Grapevine, i exas 76051 metro (817) 329-4373 'CZ /. Bearings ore referenced to Texas State Plane Coordinate System, North Central Zone (42021, North American Datum of 1983 as derived from GPS observation, 2. According to the Flood Insurance Rate Map (FIRM) panel 48121CO495G, effective April 16, 2011. This survey is located in Flood Insurance Zone 'X' non shaded areas to be outside the 0.27 annual chance floodploin and Zone 'A' no base flood elevations determined. J. All 112' iron rod set with yellow plastic cop stomped 'Goodwin 8 litforsholl' unless otherwise noted, 4. Compliance with Ordinance #18615-05-2009 regarding Urban Forestry is required. 0VMW/DEVEL0PHDBY.' D * R * HRM11"N 6751 North Freeway Fort Worth, Texas 76131 Phone: (817)230-0800 Fax: (817)230-0896 -Z - Z_ -/ -9 FloodDldin Restriction No construction sholl be allowed within the floodplain easement, without the written approval of the Director of Transportation and Public Works. In order to secure approval, detailed engineering plans ond/or studies for the improvements, .satisfactory to the Director, shall be prepared and submitted by the party (s wishing to construct within the flood-ploin. Where construction is permitted, al/ finished floor elevations shall be a minimum a" two (2 J feet above the /00- year flood elevation. Rood P1aih/Drc62qge-Wqy 1 Maintenance The existing creek, stream, river, or drainage channel traversing along or across portions of this addition, will remain unobstructed at of/ times and will be maintained by the individual lot owners whose lots are traversed by, or adjacent to, the drainage -ways, The City of Fort Worth will not be responsible for the maintenance, erosion control, ondlor oPerotion of said drainage -ways. Property owners shall keep the adjacent droinageivoys traversing their property clean and free of debris, silt or other substances which would result in unsonifory 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 occosionoly 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 drainage -ways. The drainage -way crossing each lot is contained within the floodolain easement line as shown on the plot, Buildina Permits No building permits sholl be issued for any lot in this Subdivision until an G ' Dpropriale CFA or other acceptable provisions are made for the construction of any applicable water, sewer, storm drain, street lights, sidewalks, or paving improvements, and approval is first obtained from the City of Fort Worth. Construction Prohibited Over Easements No permanent buildings or structures sholl be constructed over any existing or plotted water, sanitary sewer, drainage, gas, electric, cable or other utility easement of any type. Sidewalks Sidewalks are required adjacent to both sides of oil public and private streets, in conformance with the Sidewalk Policy per 'Clity Development Design S tandords ` . GRAPHIC SCALE '1`=51J PROJBCT N LOCA7TOIV 135W W VICIN11'I"Y MAP (NOT TO SCALE) _I:ANff_ USE TABLE THESE LOTS ARE BEING DEVELOPED TO THE A-5 SINGLE FAMILY ZONING DISTRICT STANDARDS. Development Yield Gross Site Area (Acreage): 0.687 Total Number Lots: 3 Total Residential Lots: 3 Number/0.687 Acres Single Family Detached 3 Total No. Dwelling Units: 3 Total Non -Residential Lots: 0 Number/0 Acres Private Open Space Lots: 0 Rignt-of-way 0 Acres Private PRV "s Require Private pressure reducing valves will be required, water pressure exceeds 80 P. S. I. 57� N-33 L) _,�q 0 A - 511 C-7)LD A vigation and Sound Easement 01C0 I - OCk� Release and Disclosure Agreement The property shown on this plot, in its entirely, is subject to on ovigclion and sound easement, release and disclosure agreement recorded by seperate instrument -TObC) q-7 _Lc in Volume 5258, Page 1452 (D. P . D. C. T. J -0c, L-04-- JL4CtA) L_0 U- COVENANTS OR RESTRICTIONS ARE UN -ALTERED THIS REPLAT DOES NOT VACATE THE PREVIOUS "PLAT OF RECORD" GOVERNING THE REMAINDER OF THE SUBDIVISION, NOR DOES IT AMEND OR REMOVE ANY DEED COVENANTS OR RESTRICTIONS. )+U— CITY PLAN COMMISSION CITY OF FORT WORTH, TEXAS THIS PLAT VALID ONLY IF RECORDED WITHIN NINETY (90) DAYS AFTER DATE OF APPROVAL. By Chairman By� Secretary ....... ..... 10 010 It, 12t, IVEETS-P 2405 Mustang Drive, Grapevine, Texas 76051 Metro (817) 329-4373 TBPE REGISTRATION # F-2944 TBPLS # 10021700 P.R.V. REQUIRED Private P.R.V,'s will be reau.,red: water pressure exceeds 80 P.S.I. FINAL PLAT OF LOTS 14R and 15R, BLOCK BB LOT 4R, BLOCK P OAK CREEK TRAILS BEING 0.687 ACRES srruATO IN THE A.M. FELTUS SURVEY, ABSTRACT NO. 1464 CITY OF FORT WORTH, DENTON COUNTY, TEXAS 3 RESIDENTIAL LOTS JUNE, 2018 I A I M Effff��� :I In SHEET I F I Filed for Reford in the otticial Records Ot Denton County oil: 211112019 1:59:53 PM in the PLAT Records F101. PLAT OF OAK CREEK TRAILS Dor. Ntialber , 2019-60 Nkiffillet of Panes: 'I Amount, 50,1016 Order,",701902110004211 By: MX