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SA0420ALOT TABLE LOT NO. ACRES SQ. FT. BLOCK V LOT 45 0.095 4,121 BLOCK V LOT 46 0.086 3,763 BLOCK V LOT 47 0.072 3,150 BLOCK V LOT 48 0.072 3,150 BLOCK V LOT 49 0.072 3,150 BLOCK V LOT 50 0.072 3,150 BLOCK V LOT 51 0.072 3,150 BLOCK V LOT 52 0.072 3,150 BLOCK V LOT 53 0.072 3.150 BLOCK V LOT 54 0.072 3,150 BLOCK V LOT 55 0.072 3,150 BLOCK V LOT 56 0.072 3,150 BLOCK V LOT 57 0.072 3,150 BLOCK V LOT 58 0.072 3,150 BLOCK V LOT 59 0.072 3,150 BLOCK V LOT 60 0.072 3,150 BLOCK V LOT 61 0.072 3,150 BLOCK V LOT 62 0.072 3,150 BLOCK V LOT 63 0.072 3,150 BLOCK V LOT 64 0.072 3,150 BLOCK V LOT 65 0.072 3,150 BLOCK V LOT 66 0.072 3,150 BLOCK V LOT 67 0.072 3,150 BLOCK V LOT 68 0.072 3,150 BLOCK V LOT 69 0.072 3,150 BLOCK V LOT 70 0.072 3,150 BLOCK V LOT 71 0.072 3,160 BLOCK V LOT 72 0.072 3,150 BLOCK V LOT 73 0.072 3,137 BLOCK V LOT 74 0.108 4,694 BLOCK V LOT 75 0.266 11,588 BLOCK V LOT 76 0.113 4,939 BLOCK V LOT 77 0.075 3,280 BLOCK V LOT 78 0.073 3,191 BLOCK V LOT 79 0.074 3,210 BLOCK V LOT 80 0.074 3,229 BLOCK V LOT 81 0.075 3,249 BLOCK V LOT 82 1 0.075 3,268 LOT TABLE LOT NO. ACRES SO. FT. BLOCK AL LOT 53 0.134 5,859 BLOCK AL LOT 54 0.111 4,833 BLOCK AL LOT 55 0.115 5,007 BLOCK AL LOT 56 0.121 5,279 BLOCK AL LOT 57 0.131 5,718 BLOCK AL LOT 58 0.140 6,098 BLOCK AL LOT 59 0.132 5,749 BLOCK AL LOT 60 0.126 5,483 BLOCK AL LOT 61 0.164 7,131 BLOCK AL LOT 62 0.115 5,000 BLOCK AL LOT 63 0.115 5,000 BLOCK AL LOT 64 0.115 5,000 BLOCK AL LOT 65 0.115 5,000 BLOCK AL LOT 66 0.115 5,000 BLOCK AL LOT 67 0.115 5,000 BLOCK AL LOT 68 0.115 5,000 BLOCK AL LOT 69 0.115 6,000 BLOCK AL LOT 70 0.115 5,000 BLOCK AL LOT 71 0.115 5,000 BLOCK AL LOT 72 0.115 5,000 BLOCK AL LOT 73 0.115 5,000 BLOCK AL LOT 74 0.114 4,984 BLOCK AL LOT 75 0.159 6,939 BLOCK AL LOT 76 0.289 12,609 BLOCK AL LOT 77 0.197 8,584 BLOCK AL LOT 78 0.109 4,752 BLOCK AL LOT 79 0.110 4,794 BLOCK AL LOT 80 0.109 4,767 BLOCK AL LOT 81 0.109 4,740 BLOCK AL LOT 82 0.108 4,713 BLOCK AL LOT 83 0.108 4,685 BLOCK AL LOT 84 0.107 4,658 BLOCK AL LOT 85 0.106 4,631 BLOCK AL LOT 86 0.107 4,676 BLOCK AL LOT 87 0.111 4,834 BLOCK AL LOT 88 0.110 4,772 LOT TABLE LOT NO. ACRES SQ. FT. BLOCK AN LOT 1 0.101 4,403 BLOCK AN LOT 2 0.105 4,558 BLOCK AN LOT 3 0.111 4,842 BLOCK AN LOT 4 0.111 4,842 BLOCK AN LOT 5 0.111 4,842 BLOCK AN LOT 6 0.111 4,842 BLOCK AN LOT 7 0.111 4,829 BLOCK AN LOT 8 0.101 4,400 BLOCK AN LOT 9 0.101 4,400 BLOCK AN LOT 10 0.101 4,400 BLOCK AN LOT 11 0.101 4,400 BLOCK AN LOT 12 0.101 4,400 BLOCK AN LOT 13 0.101 4,400 BLOCK AN LOT 14 0.112 4,900 BLOCK AN LOT 15 0.112 4,900 BLOCK AN LOT 16 0.101 4,400 BLOCK AN LOT 17 0.101 4,400 BLOCK AN LOT 18 0.101 4,400 BLOCK AN LOT 19 0.101 4,400 BLOCK AN LOT 20 0.124 5,382 BLOCK AN LOT 21 0.114 4,950 BLOCK AN LOT 22 0,114 4,950 BLOCK AN LOT 23 0.114 4,950 BLOCK AN LOT 24 0.138 6,000 BLOCK AN LOT 25 0.101 4,400 BLOCK AN LOT 26 0.101 4,400 BLOCK AN LOT 27 0.101 4,400 PHASE MAP 121 LOT TABLE LOT NO. ACRES SO. FT. BLOCK AO LOT 1 0.101 4,400 BLOCK AO LOT 2 0.101 4,400 BLOCK AO LOT 3 0.101 4,400 BLOCK AO LOT 4 0.101 4,400 BLOCK AO LOT 5 0.101 4,400 BLOCK AO LOT 6 0,101 4,400 BLOCK AO LOT 7 0.101 4,400 BLOCK AO LOT 8 0,101 4,400 BLOCK AO LOT 9 0.101 4,400 BLOCK AO LOT 10 0.101 4.400 BLOCK AO LOT 11 0.112 4,900 BLOCK AO LOT 12 0.112 4,900 BLOCK AO LOT 13 0.101 4,400 BLOCK AO LOT 14 0.101 4,400 BLOCK AO LOT 15 0.101 4,400 BLOCK AO LOT 16 0.101 4,400 BLOCK AO LOT 17 0.101 4,400 BLOCK AO LOT 18 0.101 4,400 BLOCK AO LOT 19 0.101 4,400 BLOCK AO LOT 20 0.103 4,495 BLOCK AO LOT 21 0.106 4,633 BLOCK AO LOT 22 0.110 4,775 BLOCK AO LOT 23 0.112 4,869 PHASE 1 6k �I -i "WR LOT TABLE LOT NO. ACRES SO. FT. BLOCK AP LOT 1 0.077 3,368 BLOCK AP LOT 2 0.077 3,370 BLOCK AP LOT 3 0.077 3,371 BLOCK AP LOT 4 0.077 3,373 BLOCK AP LOT 5 0.077 3,374 BLOCK AP LOT 6 0.077 3,376 BLOCK AP LOT 7 0.078 3,377 BLOCK AP LOT 8 0.078 3,379 BLOCK AP LOT 9 0.078 3,381 BLOCK AP LOT 10 0.078 3,382 BLOCK AP LOT 11 0.078 3,384 BLOCK AP LOT 12 0.078 3,385 BLOCK AP LOT 13 0.078 3,387 BLOCK AP LOT 14 0.078 3,388 BLOCK AP LOT 15 0.078 3,390 BLOCK AP LOT 16 0.078 3,392 BLOCK AP LOT 17 0.078 3,393 BLOCK AP LOT 18 0.078 3,395 BLOCK AP LOT 19 0.078 3,396 BLOCK AP LOT 20 0.082 3,558 BLOCK AP LOT 21 0.081 3,538 BLOCK AP LOT 22 0.081 3,519 BLOCK AP LOT 23 0.080 3,500 BLOCK AP LOT 24 0.080 3,480 BLOCK AP LOT 25 0.079 3,461 BLOCK AP LOT 26 0.079 3,441 BLOCK AP LOT 27 0.079 3,422 BLOCK AP LOT 28 0,078 3,402 BLOCK AP LOT 29 0.078 3,383 BLOCK AP LOT 30 0.077 3,364 BLOCK AP LOT 31 0.077 3,344 LOT TABLE LOT NO. ACRES SQ. FT. BLOCK AQ LOT 1 0.075 3,273 BLOCK AQ LOT 2 0.065 2,850 BLOCK AQ LOT 3 0.065 2,850 BLOCK AQ LOT 4 0.065 2,850 BLOCK AQ LOT 5 0.065 2,850 BLOCK AQ LOT 6 0.065 2,850 BLOCK AQ LOT 7 0.065 2,850 BLOCK AQ LOT 8 0.065 2,850 BLOCK AQ LOT 9 0.065 2,850 BLOCK AQ LOT 10 0.065 2,850 BLOCK AQ LOT 11 0.075 3,275 1 Cti - FUTURE PHASE \mil/ LOT TABLE LOT NO. ACRES SQ. FT. BLOCK AR LOT 1 0.075 3,275 BLOCK AR LOT 2 0.065 2,850 BLOCK AR LOT 3 0.065 2,850 BLOCK AR LOT 4 0.065 2,850 BLOCK AR LOT 5 0.065 2,850 BLOCK AR LOT 6 0.065 2,850 BLOCK AR LOT 7 0.065 2,850 BLOCK AR LOT 8 0.065 2,850 BLOCK AR LOT 9 0.065 2,850 BLOCK AR LOT 10 0.065 2,850 BLOCK AR LOT 11 0.075 3,275 BLOCK AR LOT 12 0.075 3,275 BLOCK AR LOT 13 0.065 2,850 BLOCK AR LOT 14 0.065 2,850 BLOCK AR LOT 15 0.065 2,850 BLOCK AR LOT 16 0.065 2,850 BLOCK AR LOT 17 0.065 2,850 BLOCK AR LOT 18 0.065 2,850 BLOCK AR LOT 19 0.065 2,850 BLOCK AR LOT 20 0.065 2,850 BLOCK AR LOT 21 0.065 2,850 BLOCK AR LOT 22 0.075 3,275 LOT TABLE LOT NO. ACRES SQ. FT. BLOCK AS LOT 1 0.075 3,275 BLOCK AS LOT 2 0.065 2,850 BLOCK AS LOT 3 0.065 2,850 BLOCK AS LOT 4 0.065 2,850 BLOCK AS LOT 5 0.065 2,850 BLOCK AS LOT 6 0.065 2,850 BLOCK AS LOT 7 0.065 2,850 BLOCK AS LOT 8 0.065 2,850 BLOCK AS LOT 9 0.065 2.850 BLOCK AS LOT 10 0.065 2,850 BLOCK AS LOT 11 0.075 3,275 BLOCK AS LOT 12 0.075 3,275 BLOCK AS LOT 13 0.065 2,850 BLOCK AS LOT 14 0.065 2,850 BLOCK AS LOT 15 0.065 2,850 BLOCK AS LOT 16 0.065 2,850 BLOCK AS LOT 17 0.065 2,850 BLOCK AS LOT 18 0.065 2,850 BLOCK AS LOT 19 0.065 2,850 BLOCK AS LOT 20 0.065 2,850 BLOCK AS LOT 21 0.065 2,850 BLOCK AS LOT 22 0.075 3,275 IIIII� _•�► � _ �� fail I II IIIIIIII U ' o � FUTURE PHASE � 1-111U r�� r,' � FUTURE PHASE N.T.S. LOT TABLE LOT NO. ACRES SQ. FT. BLOCK AT LOT 1 0.056 2,858 BLOCK AT LOT 2 0.065 2,850 BLOCK AT LOT 3 0.065 2,850 BLOCK AT LOT 4 0.065 2,850 BLOCK AT LOT 5 0.065 2,850 BLOCK AT LOT 6 0.065 2,850 BLOCK AT LOT 7 0.065 2,850 BLOCK AT LOT 8 0.065 2,850 BLOCK AT LOT 9 0.065 2,850 BLOCK AT LOT 10 0.065 2,850 BLOCK AT LOT 11 0.065 2,850 BLOCK AT LOT 12 0.065 2,850 BLOCK AT LOT 13 0.065 2,850 BLOCK AT LOT 14 0.065 2,850 BLOCK AT LOT 15 0.065 2,850 BLOCK AT LOT 16 0.065 2,850 BLOCK AT LOT 17 0.065 2,850 BLOCK AT LOT 18 0.065 2,850 BLOCK AT LOT 19 0.097 4,225 BLOCK AT LOT 20 0.097 4,225 BLOCK AT LOT 21 0.065 2,850 BLOCK AT LOT 22 0.065 2,850 BLOCK AT LOT 23 0.065 2,850 BLOCK AT LOT 24 0.065 2,850 BLOCK AT LOT 25 0.065 2,850 BLOCK AT LOT 26 0.065 2,850 BLOCK AT LOT 27 0.1065 2,850 BLOCK AT LOT 28 0.065 2,850 BLOCK AT LOT 29 0.065 2,850 BLOCK AT LOT 30 0.065 2,850 BLOCK AT LOT 31 0.065 2,850 BLOCK AT LOT 32 0.065 2,850 BLOCK AT LOT 33 0.065 2,850 BLOCK AT LOT 34 0.065 2,850 BLOCK AT LOT 35 0.065 2,850 BLOCK AT LOT 36 0.065 2,850 BLOCK AT LOT 37 0.065 2,850 BLOCK AT LOT 38 0.065 2,850 BLOCK AT LOT 39 0.,065 2,850 BLOCK AT LOT 40 0.080 3,501 LOT TABLE LOT NO. ACRES SQ. FT. BLOCK AU LOT 1 0.090 3,921 BLOCK AU LOT 2 0.081 3,545 BLOCK AU LOT 3 0.075 3,263 BLOCK AULOT 4 0.065 2,850 BLOCK AU LOT 5 0.065 2,850 BLOCK AU LOT 6 0.065 2,650 BLOCK AU LOT 7 0.065 2,850 BLOCK AU LOT 8 0.065 2,850 BLOCK AU LOT 9 0.065 2,850 BLOCK AU LOT 10 0.065 2,850 BLOCK AU LOT 11 0.065 2,850 BLOCK AU LOT 12 0.065 2,850 BLOCK AU LOT 13 0.065 2,850 BLOCK AU LOT 14 0,065 2,850 BLOCK AU LOT 15 0,065 2,850 BLOCK AU LOT 16 0.065 2,850 BLOCK AU LOT 17 0.065 2,850 BLOCK AU LOT 18 0.065 2,850 BLOCK AU LOT 19 0.065 2,850 BLOCK AU LOT 20 0.065 2,850 BLOCK AU LOT 21 0.065 2,850 BLOCK AU LOT 22 0.065 2,850 BLOCK AU LOT 23 0.097 4,225 BLOCK AU LOT 24 0.097 4,225 BLOCK AU LOT 25 0.065 2,850 BLOCK AU LOT 26 0.065 2,850 BLOCK AU LOT 27 0.065 2,850 BLOCK AU LOT 28 0.065 2,850 BLOCK AU LOT 29 0,065 2,850 BLOCK AU LOT 30 0.065 2,850 BLOCK AU LOT 31 0.065 2,850 BLOCK AU LOT 32 0,065 2,850 LOT TABLE LOT NO. ACRES SQ. FT. BLOCK AU LOT 33 0.065 2,850 BLOCK AU LOT 34 0.065 2,850 BLOCK AU LOT 35 0.065 2,850 BLOCK AU LOT 36 0,065 2,850 BLOCK AU LOT 37 0.065 2,850 BLOCK AU LOT 38 0.065 2,850 BLOCK AU LOT 39 0.065 2,850 BLOCK AU LOT 40 0.065 2,850 BLOCK AU LOT 41 0.065 2,850 BLOCK AU LOT 42 0.065 2,850 BLOCK AU LOT43 0.065 2,850 BLOCK AU LOT 44 0.065 2,850 BLOCK AU LOT 45 0.065 2,850 BLOCK AU LOT 46 0,065 2,850 BLOCK AU LOT 47 0.065 2,850 BLOCK AU LOT 48 0.065 2,850 BLOCK AU LOT 49 0.065 2,850 BLOCK AU LOT 50 0.067 2,925 BLOCK AU LOT 51 0.091 3,954 LOT TABLE LOT NO. ACRES SQ. FT. BLOCK AL LOT 4-HOA 0.051 2,211 BLOCK AL LOT 5-HOA 0.601 26,185 BLOCK AN LOT 1-HOA 2.659 115,844 BLOCK AO LOT 1-HOA 0.610 26,574 BLOCK AP LOT 1-HOA 0.570 24,821 BLOCK AP LOT 2-HOA 1.577 68,691 BLOCK AQ LOT 1-HOA 0.212 9.238 BLOCK AT LOT 1-HOA 0.182 7,937 BLOCK AU LOT 1-HOA 0.380 16,561 BLOCK V LOT 2-HOA 1.036 45,136 BLOCK V LOT 3-HOA 0.199 B,676 VICINITY MAP FM 2931 SITE FISHTRAP I121WAJl/_\� N.T.S. N.T.S. SHEET 5 I SHEET 2 I � - Lr _ _ .- � _ I - - _ _ _ -. I SHEET 4 SHEET 3 FINAL PLAT FOREE RANCH, PHASE 2 301 RESIDENTIAL LOTS BLOCK V, LOTS 45-82, BLOCK AL, LOTS 53-88, BLOCK AN, LOTS 1-27, BLOCK AO, LOTS 1-23, BLOCK AP, LOTS 1-31, BLOCK AQ, LOTS 1-11, BLOCK AR, LOTS 1-22, BLOCK AS, LOTS 1-22, BLOCK AT, LOTS 1-40, BLOCK ALI, LOTS 1-51 11 OPEN SPACE LOTS 44.325 ACRES SITUATED IN THE JAMES BRIDGES SURVEY, ABSTRACT NO. 36 TOWN OF PROVIDENCE VILLAGE, DENTON COUNTY, TEXAS SA0420A G01, S02, C51, PID76 ° Pv 13455 Noel �)0 770-1300 52663 - A0036A J . BRIDGES, T R 61 44.32 5AC/PT Tower, Suit Road,700, D llas, Texaso GalleriaO 5ffice 240 FIRM # 10115500 Fax No. (972) 239 3820 Scale Drawn by Checked by Date Project No. Sheet No. N/A I MRW I DJD I Sep. 1 1 OF 6 OWNERS KLLB AIV LLC 6900 E. CAMELBACK ROAD, SUITE 1090 SCOTTSDALE, ARIZONA 85251 TEL: (214) 577-1056 C/O: KL SERVICERS LLC ENGINEER/SURVEYOR: KIMLEY-HORN & ASSOCIATES 13455 NOEL ROAD TWO GALLERIA OFFICE TOWE SUITE 700 DALLAS, TEXAS 75240 TEL: 972-770-1300 C/O: MATT DUENWALD, P.E. Filed for Record in the Official Records Of: Denton County On: 10/5/2022 11:13:03 AM In the PLAT Records FOREE RANCH, PHASE 2 Doc Number: 2022-388 Number of Pages: 6 Amount: 300.00 Ord er#: By: MF A=15°12'16" ,ice--------------------------- R=1195.92' L=317.36' N. POWELL ROAD CB=N84°24'43"E (A VARIABLE WIDTH ' C316.43' �� PFC ON RIGHT-OF-WAY) SVr3, 55'25"E 103.61'- 1 METER • f..,= .�j�. 20.01' - - - - - - - - 5/8" IRFC "KHA" 20'WATER EASEMENT AND RIGHT-OF-WAY DOC. NO. 2020-84109 S31°5T12O.R.D.C.T. 27.95'GHT-OF-WAY DEDICATION ,,.a • , W (BY THIS PLAT) \LTI I CURVE TABLE NO. DELTA RADIUS LENGTH CHORD BEARING CHORD C1 7°48'15" 1280.50' 174.41' N87°53'44"E 174.29 C2 14°45'21" 830.09 213.75' N06°20'22"W 213.16' C3 14°40'44" 800.00' 204.96' N83°41'56"E 204.40' C4 141°41'02" 50.00' 123.64' S46°02'18'W 94.46' C5 29°47'06" 530.00' 275.52' S13°51'15"E 272.43' C5 60°25'09" 200.09 210.90' S58°57'23"E 201.27' C7 141°41'02" 50.00' 123.64' N45°50'03"E 94.46' C8 116°28'00' 50.00' 101.64' N31°33'26'W 85.02' C9 60°12'54" 500.00' 525.48' N31°08'45"E 501.62' C10 32°28'02" 250.00' 141.66' S72°55'57"E 139.78' C11 5°25'56" 1280.50' 121.40' N74°27'40"E 121.36' C12 1°47'00" 1248.85' 38.87' N89°58'35"E 38.87' C84 12°28'55" 300.09 65.35' S82°55'30"E 65.23' TO C • IM • `to , 1D' u.E. 1-HOA DAN WI SON VOL. 4515, PG. 1133 • 1 AP D.R.D.C.T. I a� • � 1 I I • �� I P.O.B. • I FENCE CORNER BOO NAIL AT BASE OF • I FENCE POST N32°y�,° • ` S89°15'58"E 80.28' POST - S89015'58"E 691.63' _ �,l. 3,' • I 30.00' a a n r n � n �r � o r n n n n �r n � „ �, � �� .�� r 30.00' 201.91' 201.91' 1 3 r 1 _r m 3 � � I � N I 1 • I I I I I I I I I AP I I I I I I I I I I I f --- -- -- -- N87 65'a5•W 20f_R- - - �-1 NI NI co �I �1 LI �I �I COI I N io Bo ih a0 r I I �13.'21' r N N N hl co NI co I O,I CD o r rl I r r r r' r N N N N N f7 GM N - I C r - - - - - - 5'$7°55'45'E 180.92' I I 01 r r I� EASEMENT - - - - - • I 6 7 Co 8 M 9 M 10Co 160 17 0 180 19a o Cl)M 1 coCh 2 M 3 M 4 N • I I O O O O O O O I O O O O M ch c'7 I O O O O CD O O o0 °O O O oO O I N In Io I fn I ° o ° o � N In lt] O O O 'O O `• I �I CAI �I �I �I �I �I �I �I �I �I �I 0I bI bI CD I I I I I I I I I I I I I I I I I I I I I P I 15' B.L. r-I LID F_ W U) W U) LEGEND: �I us1 = STREET NAME CHANGE P.O.B. = POINT OF BEGINNING IRFC = IRON ROD W/CAP FOUND IRSC = 5/8" IRON ROD SET W/ "KHA" CAP IRF = IRON ROD FOUND PKF = PK NAIL FOUND FNC. = FENCE HOA = HOMEOWNERS' ASSOCIATION r�34, -- -L---L--- --- n-n _ I � 17.38' 30:00' � -� "- -" -a - --- --- --- --- .45'I - ° n n -a - -n - -r,-- 4'SIDEWALK S45I - _ - � k0.0 ' EASEMENT ® _ -� 0 I E 10' U.E. 14.49 I � 7 5e 6I c- 14.1 T 76.37 o (55RIGHT-OF-WAY 240.00- 1I I I So4-5 °56I-'Mo-10 "W- .. 11 -S-44 °09'57"It1 E I I ( S45°50'03"W -- S44°09'57"E I SI45°50'03"W 240M.00' S45°50'03'W FALABELLA DRIVE S89°09'57"E 65637' 14.r14' 114,14! 14.14' S44°09'57"E28.29 ' N I I I cli to to 14.14' M16.32' 85.00' 85D0 8500 - 1085.0085.00' Sp 10' U.E. &BLo w U.E. & B.L. 12 11 ,o' U.E. & B.L. APN co12o a In N89°09 57"W 95.00 °09'57"E 95.00' N89°09'57"W 95N N �I 9°0957"E 95.00'S8N89°0957"W 95.00' =I12-HOA 00 �I o 10 0l I Cl)Co IS CAI 10 13 I ; 10U.E.V- 09'57"W 95.00' co O N89°09'S7"W 95.00' I 1 1.- II 1 I "I I N89°09-'57"W- 95.00' I S89°09'57"E 95.00' S89°057"E_95.00' = I I_ 50.0' _ I II - - II II9 9 s.' I I 10 14 N89°09'57"W 95.00, 1 1 25.0' 25.0' 1 I 0' 1 1 N89°0957W 95.0..I I 1 1 I I I 1 S89°09'57"E 95.00' - N89°09'57"W 95.00' 1 I 25.0' 25.D' I I I 1 1 - 1_ 01 - I I 1 o I ( 1 S89°09'57"E 95.00' 1 I 1 I 1 10' MUSTANG S.U.D. i I - 8 I- o - I ° 8 = 15 C6 �= M = � _ II SEWER EASEMENT 1 I ad N89°09'57"W 95.00, I M 1 ° 8 15 I I I -- N89 09 57"W 95.00 I w 1 _ N89°09'57"W_ 95.00, r I I I 0 N 1 I w 1 S89°09'S7"E 95.00' -- I o 1 S89°09-57"E 95.00' I 1 1 I I I i �1: ° 7 �= II 1= 7 = 16 �= I o 1= 7 16 1= I I 1 1 I I 1 1 1 c1 N89 09 57"W 95.OD I I Z I I - N89°09'57"W 95.00, 1 1 Z I I I 1 a I 1 I 0 I o I 1 S89°09'57"E 95.00' -- _ N89°09'57"W 95.00' 1 1 0; I 1 > W 1 I Z ° AQ 6 1' i� It _ i- Q i S89°09'S7"E 95.00' - - I I ° " I Q¢ I 6 ® 17 I- Q^ _ 6 AS = 17 I- W I I �C0 U I I N89 09 57 W 95.00, I 1 } ( I I 1 O Q I I I -- 11 �j 1 1 S89°09'57"E 95.00' N89°09'S7"Vll 95.00' I 1 I 2 __ N89°09'57"W 95.00, I Q I I X I -- 11 1 S89°09'57E 95.00' -- I� I I W I_ O I ILL 1 1 1 I I I X= 1 m I I= 5 I- I �- I= I 5 = 18 I- 1 O I= 1 5 _ I_ u' I s8s°o9'S7^E 11 s.9r 1 W Q 1 1 1 C0 = I" W 1 18 I I--. O N89°09'57"W 95.00' I c Ur 1 N89°09'57W 95.00' 1 (� 2 1 I z I- I W G _ _ N89 09 57 W 95.00 I = o I I = 1 S89°09'57"E 95.00' -- 1 z (� ° I I W m 1 S89°09'57"E 95.00' -- I O (7 o I 0° 20 o I 1_ m 1 Q - 4 I- m Lon - 1 4 = 19 �= U_ o = 1 4 19 j' _ J 1 - ss9°D . " -, - I j 1 I I O I N89°09_57"W 95.00' 1 1 1 `� I I _ N89°O9'57"W 95.00' I I Q I `� I I W I 9 57 E 118.27 I I a 1 11 = 1 11 1 I S89°09'57"E 95.00' - = I - N89°09'57"W 95.00' I I fn 1 I 1 1 11 1 I S89°09'57"E 95.00 Ilr _ 3 I_ _I 3 _ I- -I ' 21 = I I' 1 20 w - 3 20 h I I _ 1 I I N89°09'57"W 95.00' I I N89°09'57"W 95.00' I ( _ N89°09_57"W 95.00' ( b o I 589°09'57"E 117.62' I I^ 1 I S89°09'57"E 95,00' - - " - r 1 I¢ w c 1 o f 1 1 S89°09 57 E 95.00 1� = 1 22 = I I w IM 2 I MI I� 2 0 21 t o O I o 1 g OD I I I I N I ° i co, I M i 2 M 21 I M 1 M S89°09'57"E 116.98' I I v N89 0957 W 95,00 t o 0 1 S89'09'57"E 95.00' N89°09'57"W 95.00' 1_ I 1 0 1 I 1LID LO I o o I c 1 S89°09'57"E 95.00' N89 09 57"w 95.00 = . ' 0 1 0 0 1 ° l o = 1 2 3 I \ co 10' U.E. & B.L. I N N 1 'n o 0 0 B.L. = BUILDING LINE r" 1 1a a E. s B.L. 22 N N 1 22 I N I Z I - - I 6 41 034,_4t 1 10' U.E. 8 B.L. M S89°09'57"E 116,33' I D.E. = DRAINAGE EASEMENT 1 g €11' _ 70.00 85.00, I 1 1 I S.S.E. = SANITARY SEWER EASEMENT - - - _ _ 85.00' _ 85.00' S.U.D. =SPECIAL UTILITY DISTRICT N45°50'03"E S44°09'57"E - - - _ 85.00' - I = 1 AP 24 = I I I I 14.14' 14.14' S45°50'03"W ° "°'14.14'S44 09 57 E N45 50 03 EW.E. =DRAINAGE EASEMENT _ 105.00' - - _ 240.00' THOROUGHBRED DRIVE 14.14' U) 14.14' S89°09'57"E 115.68' r 1 P.R.D.C.T. = PLAT RECORDS OF DENTON - o N 240.00' LI o I (50' RIGHT-OF-WAY) - - - - -4' - M COUNTY, j +r N89°09'5'7"W 585.00' ,� _ 25 I• - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - = i - - - - - - - - -�- - - - - - - - - - - - O.R.D.C.T.= OFFICIAL RECORDS OF DENTON ,SEW42'29?W` L•+ M ,, COUNTY, TEXAS R.P.R.D.C.T. = REAL PROPERTY RECORDS OF SEE SHEET 3 DENTON COUNTY, TEXAS GRAPHIC SCALE IN FEET 40 0 20 40 BO 1" = 40' @ 24X36 VICINITY MAP FM 2931 NOTES: FISHTRAP SITE FISHTRAP 1. Bearing system for this survey is based upon NAD 83 - Texas North Central Zone, Horizontal Adjustment to NAD 83 (1993). 2. Exterior Boundary comers are a 518 inch iron rod with red plastic cap stamped "KHA" set, unless otherwise noted. Interior Comers to be set after construction. 3. According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48121C0405G, for Denton County, Texas and incorporated areas, dated April 18, 2011, this property is not located within an area defined as "Special flood hazard areas" (SFHAs). If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. 4. Notice - selling a portion of this addition by metes and bounds is a violation of Town subdivision ordinance and platting statutes and is subject to fines and withholding of utilities and building permits. 5. This plat does not alter or remove existing deed restrictions, if any, on this property. 6. All lots comply with the minimum size requirements of the zoning district. 7. This property may be subject to charges related to impact fees and the applicant should contact the Town regarding any applicable fee. 8. Minimum finished floor elevations are at least 2 feet above the 100 year flood plain. N.T.S. FINAL PLAT FOREE RANCH, PHASE 2 301 RESIDENTIAL LOTS BLOCK V, LOTS 45-82, BLOCK AL, LOTS 53-88, BLOCK AN, LOTS 1-27, BLOCK AO, LOTS 1-23, BLOCK AP, LOTS 1-31, BLOCK AQ, LOTS 1-11, BLOCK AR, LOTS 1-22, BLOCK AS, LOTS 1-22, BLOCK AT, LOTS 1-40, BLOCK AU, LOTS 1-51 11 OPEN SPACE LOTS 44.325 ACRES SITUATED IN THE JAMES BRIDGES SURVEY, ABSTRACT NO. 36 TOWN OF PROVIDENCE VILLAGE, DENTON COUNTY, TEXAS CURVE TABLE NO. DELTA RADIUS LENGTH CHORD BEARING CHORD C1 7°4815" 1280.50' 174.41' N87°53'44"E 174.28' C2 14°45'21" 830.00' 213.75' N06°20'22"W 213.16 C3 14°40'44" 800.00' 204.96' N83°41'56"E 204.40' C4 141°41'02" 50.00' 123.64' S46°02'18"W 94.46' C5 29°4T06" 530.00' 275.52' S13°51'15"E 272.43' C6 60°25'09" 200.00' 210.90' S58°57'23"E 201.27' C7 141°41'02" 50.00' 123.64' N45°50'03"E 94.46' C8 116°28'00" 50.00' 101.64' N31°33'26W 85.02' C9 60°12'54" 500.00' 525.48' N31°08'45"E 501.62' C10 32°28'02" 250.00' 141.66' S72°55'57"E 139.78' C11 5°25'56" 1280.50' 121.40' N74°27'40"E 121.36' C12 1°47'00" 1248.85' 38.87' N89°58'35"E 38.87' C84 12°28'55" 1 300.00' 65.35' S82°55'30"E 65.23' I FrFnln- = STREET NAME CHANGE P.O.B. = POINT OF BEGINNING IRFC = IRON ROD W/CAP FOUND IRSC = 5/8" IRON ROD SET W/ "KHA" CAP IRF = IRON ROD FOUND PKF = PK NAIL FOUND FNC. = FENCE HOA = HOMEOWNERS' ASSOCIATION B.L. = BUILDING LINE D.E. = DRAINAGE EASEMENT S.S.E. = SANITARY SEWER EASEMENT S.U.D. = SPECIAL UTILITY DISTRICT W.E. = DRAINAGE EASEMENT P.R.D.C.T. = PLAT RECORDS OF DENTON COUNTY, TEXAS O.R.D.C.T.= OFFICIAL RECORDS OF DENTON COUNTY, TEXAS R.P.R.D.C.T. = REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS �544°09'S7"E ,....,-�.�,.,,..- i I i I 4*:, t°P 14.14' as=ra :�v vax vvI • 1 I_ -__ _ F _ I C84 105.00' 14,14' 46 S80'70'Ci7"'E 115.83 ,' • ..�•�`' _ .. - �_ �4.�' THOROUGHBRED ED D 14,14' _ " 2 SEE SHEET 2 I I I • (50' RIGHT -GAF -WAYS _ H89o09'57W 585.00' 5 I 58,42'29" YV ��SS��a�a��r��a�MENO�MSIR INS ��NO�NONO��W��a� woomman-mmonnomm� ®� - as��i��a�� 1 14.87' _ 10' U.E. f f S44°09' 7"E S89°09'57"E 115.03' 26.2 `° 25.02' 30.00' ° n n n n n n n n n rr n n n n 30.0T35*00' 14.14' I I I - / 5.00' 15'B.L. --- --- --- --- --- --- --- 2615'B.L.L 0 0 0 0 ui S89°09'57"E 114.38' Iri to ,n o 0 0 0 0 10`U.E. rn rn rn rn rn rn rn rn rn to rn rn rnrnrnrnrnrn c �I II I 4 MI 5 I 6 MI 7 I 8 MI 9 I 10 MI 11 ml I I I I I I I� I I 271o'MUSTANGs.u.D I I ` J 1 2 M 3 � 1 �1 01 �I oI oI M 19 I _ _ _ _ i IP of of I I I 0 o 0 0 0 0 oI of MI P " 0I SEWER EASEMENT I 1 j ° o 0 0 0 0 F P '� `°" `or' '°o" 0 0 0 ,ol oI Io C3 I i S89°09'57"E 113.74' I EO r- �/ l n n o n v n n n n a n n n n n n S89°09'57"E 113.09' 1� O I� I f 30.00' 30.00' 45.00' I 1 ZS.F s` 30.C}0' n n n n n 11 n n n n n a n n n a r ao s3"14'23" ° 30.D0 45.00 1 0 I = I 29 AP I� N I in qt �� ° AT NI I-j - - - ° r " - I N 10'U.E. I S89 0957E 112.44 I rq WALK : 0 0 0 0 0 0 0 0 0 CD 0 o a o o W = 1 30 = I ° CD ui ui o LO to It) 0 0 0 Q o 0 0 0 0 0 ^ rs rn rn rn to CD rn rn rn rn rn rn rn rn rn rn In vi LO > �- I 20.0' IT„ ° Iw IW IW IW IW IW IW IW IW IW IW o r____� M 34 33 32 Io 31 10 30 l0 29 l0 28 �M 27 26 �M 25 24 IW 23 IW 22 IW 21 IW 20 �I - _ I 40 I 39 ° Io 38 l0 37 l0 36 l0 35 I� I� I� o IM IPM "' o ss9°o9'S7°E 111.7s' r ° 0 0 0 0 � o 0 0 o to I_ I I I I I / C ° Z Z Z 0 0 0 0 0 '° an °oo o LO ,rro' w lon o o Z Z Z Z Z Z Z Z Z Z Z Z o F-IO O I 31 qEU.,)1 Z Z Z Z IM 1J�,L. ° 'Z � I S89°09'57"E 111.15,I&.55, a n e n n n n Ir n a n v n n n - 3500'100.75_ W Ln LL10 U.E. N45°50'03" E �''c Im 1 4.1 ' 57 E 10' U.E. QMORGAN DRIVE 1a.1a' 14.14' °rn %- I U U,E. _ °_ - _ - - - - _ _ S89°09'57"E 155.21'Q ~ (50 RIGHT-OF-WAY) N89°09'57"W 640.00' -� - - - - O _0 NS44°09'4 14' S45°50'03'W S4 1a.1a' W 3U.0p' - - - - - 10' U.E. - 2fA4' 3'J.0 30.00' 35.00' ? _ +�1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 99.67' 15`B.L. ° 15'B.L. --- 8.49, -- --_ W > I S89°09'57"E 109TT- I o ° o 0 0 0 0 0 0 0 0 b o 0 o c m Q r u ° ui Iri Iri Iri Ln to LO o 0 0 0 0 0 0 0 0 0 0 0 "! o o 0 0 o m iUp t m a Io I 82 o I 2 w I I� �I �I �I II I II I �I II I II I �I I �I 0I CI (n I 3I °l0 5 01 6 0l 7 a1 8 oI 9 a1 1001 11 C 12M 13M 14�, 15M 16�, 17M 18 19�, 20M 21�, 22M 23 > I �°0 �I lol 01III oI oI of of 01 01I 1 I S89°09'57"E 108.62' Z zri ° ton ton ton ton u7 ton ton ai ton ton toi� CoCl) Ln o I 81 " I 20.0' v W ° m I _ __ ° b - S89°09'57"E 107.97' 41.46' 3n.22` LIJ a n o a n n n a n 111 n n n n a n 11 � I I ( 30.00' 45.00, I I � 80 I I I WT 89 i4 ° 11 11 / PI r r m �qq U) ° 30.00 45.00 I I I I ED W ° 10, U.E. - - - I I I I AU I S89°09'57"E 1071T -� r^ I ° o 0 0 5 0' I I > � o c o o 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 C" vJ ° � In rri LO In Ui It6 IW °' rn °' rn rn o 25.D 25.0 1 7910'MUSTANGS.U.D. a: rn rn rn rn rn rn to rn rn rn to rn rn In Iri Iri Iri Iri , J 1 If„ I ° Iw IW IW o SEWER EASEMENT 55 0 41 M 40 1M 39 138 137 136 IM 35 Io 34 Io 33 �0 32 �0 31 l0 30 l0 29 Io 28 Io 27 Io 26 CPO 25 l0 24 �1 I - sas°os'S7"E lossa' - I I� I ° Io 42 Io to to to to to I� I- I- I_ I I I_I Io 1 ° � � o 0 OI I C, 0 n ° 0 0 en 0 on on '� o locr ,� 0 0 0 0 0 0 p 0 0 0 0 0 0 0 ° ° ° on rn In in 1°n In I o 1 78 �I Z Z ° Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z M I M ° 15 B.L. S89°09'57"E 106.03' r 4.71' M a n a n n n o n n n n n n n N45°50'03'E tNj, \ I )' U.E. _ ° 10' U.E. - - - - - - - - - 30.00'-35.00' 14.14' 150.0' tO 1 77 I -1 N1 L CH D I _ >_ _ _ _ _ S_TEEPLEC_HASE DRIVE t6 S44°09'57"E _ p N 28.,28' ty / RIGHT-OF-WAY} ° N89°09'57"W 849.90' (50' RIIGHT-OF-WAY) - - - - N 6' O I 10'U.E. 836' . �4.86'\� 76 I n � 30.00 i3 1 1 -- ---- ---- �30 - 22�21 1\\\ \\\6p3p,9° I I15' B.L. �---� SSL5 \ \ lL r oI I cli o 0 0 to I U ° o 0 o O o 0 o I0 to t[7 �n O p O O O O O O O O O O O O O O '� '� O O N \ I C" Y' ¢^ r T f• T r l•'_ r r T r r r T O O O \\ S1 "' 2 `" 5 `" 54 ° w 55 w 56 w 57 w 58 w 59 `" 60 w 61 w 62 w 63 °J 64 w 65 W 66 w 67 W 68 w 69 w 70 71 w 72 W 73 \ \ \ SSL3 0 a Ci ° o 0 0 0 0 0 0 0 `'' M ih ih ih ih 7 w 20 SANITARY ° ,on to 0 0 0 0 0 0 0 "oo 0 0 0 "o0 9 0 0 0 0 0 74 SEWER EASEMENT \ �l-I c� o c� o 0 0 0 0 0 0 P V) L� ;n 1°c, on an ° w In rn In In In In o 0 0 0 0 0 0ILO �+ I € I ° IZ IZ IZ IZ IZ IZ 1z 0 o o 0 o 0 0 0 0 0 o IZto 75 \\\ �I 11 IZ (z Iz IZ Iz IZ IZ IC) Iz IZ IZ IZ \N \I 12C4.00 I � 11 Ir f4 , _ 1_ 11 � _ 11 11 I 11 f ..l O'� .i 63.07' 98.16' N89°09' �g 57 W 1377.00 OG OS f3V *. " '36 CALLED 55 ACRES pM gV Gt N 0L.D. AARON AND NAOMI R. AARON Rp► DOC. NO. 67763 O.R.D.C.T. S P LINE TABLE NO. BEARING LENGTH SKI S53°15'30"E 124.00' SSL2 N53°15'30'w 128.95' SSL3 887°47'16"E 10.87' SSL4 N87°4T16'w 17.13' SSL5 N60"3019"W 17.7T IRSC GRAPHIC SCALE IN FEET 40 0 20 40 80 1" = 40' @ 24X36 VICINITY MAP N.T.S. w"*x FM 2931 SITE m 0 o: UJ W W m FISHTRAP FISHTRAP O z NOTES: 1. Bearing system for this survey is based upon NAD 83 - Texas North Central Zone, Horizontal Adjustment to NAD 83 (1993). 2. Exterior Boundary corners are a 5/8 inch iron rod with red plastic cap stamped "KHA" set, unless otherwise noted. Interior Comers to be set after construction. 3. According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48121 C0405G, for Denton County, Texas and incorporated areas, dated April 18, 2011, this property is not located within an area defined as "Special flood hazard areas" (SFHAs). If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon Will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. 4. Notice - selling a portion of this addition by metes and bounds is a violation of Town subdivision ordinance and platting statutes and is subject to fines and withholding of utilities and building permits. 5. This plat does not alter or remove existing deed restrictions, if any, on this property. 6. All lots comply with the minimum size requirements of the zoning district. 7. This property may be subject to charges related to impact fees and the applicant should contact the Town regarding any applicable fee. 8. Minimum finished floor elevations are at least 2 feet above the 100 year flood plain. FINAL PLAT FOREE RANCH, PHASE 2 301 RESIDENTIAL LOTS BLOCK V, LOTS 45-82, BLOCK AL, LOTS 53-88, BLOCK AN, LOTS 1-27, BLOCK AO, LOTS 1-23, BLOCK AP, LOTS 1-31, BLOCK AQ, LOTS 1-11, BLOCK AR, LOTS 1-22, BLOCK AS, LOTS 1-22, BLOCK AT, LOTS 1-40, BLOCK AU, LOTS 1-51 11 OPEN SPACE LOTS 44.325 ACRES SITUATED IN THE JAMES BRIDGES SURVEY, ABSTRACT NO. 36 TOWN OF PROVIDENCE VILLAGE, DENTON COUNTY, TEXAS SHt `5T42"E 17?5.ou' I I d I I I I 11 1=64€� 1 I I ( _ N88°57'42 W 110.00' _ SS8'STQ`L�`E 125.0Q` M ml_�� r�m7mjw10 63 N88°5742"W 110.00' _ _ _ I L I S88°5742"E 125.00' I I 0 - I 9 0 N1 °02'18"E�Cb o 62 qI C. I I 941.56' v I v1 in I N88°5742"W 110,00, - - I L+_ - - S88°57'42"E 125.00' o I o I I 8 B0 REMAINDER OF A CALLED 61 00 I Cl) ACRE TRACT iv I I - N88°5T42"W 110.00' J.D. ARRINGTON °� 2.70' - - VOL. 515, PG. 595 oj ao cIIo W►►QJL�� I �zj� j. 5' L__- --- - -- - D.R.D.C.T. 2V SANITARY SEWER EASEMENT Ln s6o°p17p4 c6 8821'S3E125.74' 85°362110.00 FL723 CORNER 4 60 `" POST@L`QI 6O NER N84°2245"E�9.62's`I 2 17 ' w 59 cot v \ W CO Io6 - \ 710 5 rj80°23'36 \ 0. ao W FAU zo 58 m '�\ 10'U.E. / IRSC 4 i �o �' r116°2427 \ � 1��p� •� 57 CALLED f4 �. \ W KLLB AIV LLCCRES V20 12� 12 \ �\ \\ 3 DOC. NO. 2022-30170 O.R.D.C.T. 56 La 1 -H tt u I I n I J 23 S1`'02`18"till I /f E i c? I 1u5.C}0' 1 _ I SEE SHEET 5 / ' `-- I t � 5S£i'Sa'42"E 110.00` S7€3 41 03` E � r'5.3�` r , _ _ 1a 01 - s;��5a'42°'E 11r,.0o' - � I �m��i-�aa��a-�s��a mmmmmmmmmmm c I N34°4€'30'°L� 22 I/14.1F' 0 I ! I I `� O r 5B°42'29"W ! ■ -1-- (U 0 c 988-57-42"E 110R& co / 14.8T S88°57'42"E 110.00' I M 1 I I r- / ,_ w o / / 6�28' 25.0� 2' O 20 IM OBI �� J 21�' AN / /I 10'U.E. N v 1 I nor _ N88°57'42"W 100.07'/'� LL S88°5742"E 110.00' �- U I / 7 Ig s / / S43°07'49"W 1"- r� 10' U.E. r / / I o 14.82' W FAR 1-HOA 60.0co 30.00' 26.84' 30.0V S88°57'42"E I / �, 83°14'23" N \ \ / / v, \ \ 25.00' w 4' SIDEWALK / / us o co-/ / / / EASEMENT / °) L Y3 v, R=50.00' \\ // 1 -HOA // / / / IW I Iu, 38 L=225.62' 40 Io 39 N CB=S49°41'29"E / / Q` X � / r ,on w�° C=77.42' / / - ��1 fi// / / �(/ .�� S14°44'53"E N(P / 30.001%ea U,N / / �`� N80°06'32"E C1 0 10, U.E. 3.00 y , W Wo �� / '�1g� 00, a N� L30.00, 30.00' / 4' SIDEWALK 29.04 j / EASEMENT 15' B.L. 10'U.E. /�� / +� o 0 0to Ln , c m / wo / / 0 1 2 IWI , II 01 o 1 1-HOA o �t 3 0l 4 I I `'r, 963 \ 2 Q�p / / / / Wo // / / /z z t M N ll ` 6�°1y12 / / N8p°04'03 w I LLI �' a \ 5/ / 30' / / 2 _ 53.9 ' ° ' I LLI 55 \ o , / // 3.63 9 N89 09 57"W 55.83 30 43.49' 41.46' 39.22' 30.00' 36 30.00' 25.83' 30.00' n n n n I. r^ Vol / �o / °2� oo ao \ '�, 2 ' \ \ �2' / / / CO °16�2 S10"29'S7"w / i / rn ® I LLI / N� \\ 2y° \ \ o \ / / r16�` 12.65' o ; W / \ / // o; o0 0 0 0 0 0 o c c W C. q LO ��' 1 \ 'w\ ram° 2.sT ' ��. 3 IUM N78°12'S2-W \\ �a>/ 51 I Iw 49 Iw 48 IW 47 46 45 4 50 IW IW IW IW 1 Ovz-Q "�'� \\ $ 16g° \ MI a Cl)C M M 4 43 I� 2 I 15.20' in P °° �// 6'`� n '� \ l0 l0 to I� to Io to ®I S73°44'48"E �� P�1 / 61 \ \ o LO 0 o Lo LO °uoi 10'U.E. jp\ 14.14' ��, �..� // �^ o hp \9\ �\\ Z Z Z Z Z Z Z I Z ti O/ `�� 53 / 10.0) �"� O // / 18' �6 �g o G \\ \ --- --- --- --- - i S16°15'12"W v 1r0� / / 55.22' 29.90' 30.00' ° " 14.14' EASEMENT \ \ \ 10' U.E. \\g3° _STEEPLECHASE DRIVE _ ' " N89°09'57W 849.90_. (50' RIGHT-OF-WAY) j r / IRSC - - ----10'-U.E-. rno/ 00,_=01,,0 15.58' lop 10'U.E. 2-HOA /11SO'030' S6101512"W -- nLn ---- I FJ 1 115 B.L. I I I I I I I I Io III 0 0 '� '� s in ari ur C) 0 0 0 o I ca / / / � r r / / 45 46 M 47 M 48 w 49 M 50 51 52 P 53 54 55 O O O O p p 0 0 0 0 15' WATER �/ !� ^� ;� on en u r IM 0 n EASEMENT y �.1 z IZ IZ IZ IZ IZ IZ IZ IC, IZ I I / I I I I I I I I �I 298.96' 1 - �.4 ' � J 4� 1.38' J .00' r' I n n n r� n n ■I re - - - - - - - - - - - __J - CORNER N89°09'S7'W 1377.00' " CALLED 55 ACRES L.D. AARON AND NAOMI R. AARON DOC. NO. 97-R0067763 O.R.D.C.T. LEGEND: - = STREET NAME CHANGE P.O.B. = POINT OF BEGINNING IRFC = IRON ROD W/CAP FOUND IRSC = 5/8" IRON ROD SET W/ "KHA" CAP IRF = IRON ROD FOUND PKF = PK NAIL FOUND FNC. = FENCE HOA = HOMEOWNERS' ASSOCIATION B.L. = BUILDING LINE D.E. = DRAINAGE EASEMENT S.S.E. = SANITARY SEWER EASEMENT S.U.D. = SPECIAL UTILITY DISTRICT W.E. = DRAINAGE EASEMENT P.R.D.C.T. = PLAT RECORDS OF DENTON COUNTY, TEXAS O.R.D.C.T.= OFFICIAL RECORDS OF DENTON COUNTY, TEXAS R.P.R.D.C.T. = REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS CURVE TABLE NO. DELTA RADIUS LENGTH CHORD BEARING CHORD C1 7°48'15" 1280.50' 174.41' N87°53'44"E 174.28' C2 14°45'21" 830.00' 213.75' N06°20'22'W 213.16' C3 14°40'44" 800.00' 204.96' N83°41'56"E 204.40' C4 141°41'02" 50.00' 1123.64' S46°02'18'W 94.46' C5 29°47'06" 530.00' 275.52' S13°51'15"E 272.43" C6 60°25'09" 200.00' 210.90' S58°57'23"E 201.27' C7 141°41'02" 50.00' 123.64' N45°50'03"E 94.46' C8 116°28'00" 50.00' 101.64' N31°33'26'W 85.02' C9 60°12'54" 500.00' 525.48' N31°08'45"E 501.62' C10 32°28'02" 250.00' 141.66' S72°55'57"E 139.78' C11 5°25'56" 1280.50' 121.40' N74°27'40"E 121.36' C12 1°47'00" 1248.85' 38.87' N89°58'35"E 38.8T C84 12°28'55" 300.00' 65.35' S82°55'30"E 65.23' NOTES: GRAPHIC SCALE IN FEET 40 0 20 40 80 1" = 40' @ 24X36 VICINITY MAP MA FM 2931 FISHTRAP SITE FISHTRAP N.T.S. 1. Bearing system for this survey is based upon NAD 83 - Texas North Central Zone, Horizontal Adjustment to NAD 83 (1993). 2. Exterior Boundary corners are a 518 inch iron rod with red plastic cap stamped "KHA" set, unless otherwise noted. Interior Corners to be set after construction. 3. According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48121C0405G, for Denton County, Texas and incorporated areas, dated April 18, 2011, this property is not located within an area defined as "Special flood hazard areas" (SFHAs). If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. 4. Notice - selling a portion of this addition by metes and bounds is a violation of Town subdivision ordinance and platting statutes and is subject to fines and withholding of utilities and building permits. 5. This plat does not alter or remove existing deed restrictions, if any, on this property. 6. All lots comply with the minimum size requirements of the zoning district. 7. This property may be subject to charges related to impact fees and the applicant should contact the Town regarding any applicable fee. 8. Minimum finished floor elevations are at least 2 feet above the 100 year flood plain. FINAL PLAT FOREE RANCH, PHASE 2 301 RESIDENTIAL LOTS BLOCK V, LOTS 45-82, BLOCK AL, LOTS 53-88, BLOCK AN, LOTS 1-27, BLOCK AO, LOTS 1-23, BLOCK AP, LOTS 1-31, BLOCK AQ, LOTS 1-11, BLOCK AR, LOTS 1-22, BLOCK AS, LOTS 1-22, BLOCK AT, LOTS 1-40, BLOCK AU, LOTS 1-51 11 OPEN SPACE LOTS 44.325 ACRES SITUATED IN THE JAMES BRIDGES SURVEY, ABSTRACT NO. 36 TOWN OF PROVIDENCE VILLAGE, DENTON COUNTY, TEXAS e L=317.38' _. ♦ A=15°12'16" ♦ Cl3=i84"24'43" F WOOD TXDOT F. M. 293 1 R= ♦=31 .43' 20' RIGHT-OF-WAY DEDICATION MARKER 20' WATER EASEMENT . 1195.92' DOC. NO.2016-261, O.R.D.C.T. AND RIGHT-OF-WAY POINT FOR L=317.36' ♦ 8c DOC. NO. 2020-84109 ) (A VARIABLE WIDTH RIGHT-OF-WAY CORNER 83. yli (WOODTXDOT CB=N84°24'43"E ♦ �, _,:. - - - - O.R.D.C.T. MARKER BEARS - - - - - - - r.. N01°59'39"E 0.58' C=316.43' 50 IRFC -- -• . . S87°59'09"E 506.38' _ _ ♦ 7 .,KHA - - - M RIGHT-OF-WAY - ... - - - - - ..M.-M ♦ _ "RPLS1/2' IRFC - - - - - - - - - - - - - - - - DEDICATION S80°4VOT E S52°31'49"E N82°;04E "' _ _ ~J- 4561" - - - - - - _ _ 38.4T 14.78' szl.zr - - - _ _S88°13'22"E 426.13' - - - - _ (BY °�"TI - -' _ - - ---------------------- ------------- S31°67'12'7,i ---------------------- 30.58.69' - -_S87°59'09"E 50548' "------------------ S56°15'15 3(J ♦ i 112.05' 40.01' e ° n rr - _ C12 _ n - \ 40.01 - - f 24.98' 38.87' 3FO1' 14.68 o lv ♦ $ \ 1 1a.70' mow= ♦ t� I I s Iroz. N �, I� I� I I I I I I I N , ♦ 0 1iY U.E. - Ib IN 77 o of Iro Ir Iv I� 1� Iv rn I� Ir- 10 U.E. ♦`� N r `° °° r 1 1 LOT 1, BLOCK A '�,\ w r ° `D M KYLE ARNOLD ��\FAU 78 row 79 roW 80 W 81 w w 83 w w 5-H OA w ADDITION �� o N N N 82 � 84 85 tu 86 87 m 88 0 ; � $ DOC. NO. 2016-2161 76 �� lZ °O O NO NO N N N M A_ P.R.D.C.T. I I Iz Iz 12 1Z lZ 2 IZ a o N I I Iz lZ l�n IN I • 1 \ I I I 1 20' B.L. I I I I I �",4 89' N32°52'36" ♦ $; 14.51' Ss°S4 / 001 0 21.84 18.92' 40.00' a - - n-- --rr - -- n -- - rr-- ---- -- ------ 45.59' �►�� 9A.76 N�653134 . $t 06- - - - - 40.00' 28.93' 2.62. 45.59' _ \343, 10'U.E. ARABIAN - - - l- - I ■ $ 1 ROAD _ ■ $ c. IRFC RPLs aser' ro (50' RIGHT -'OF -WAY) N • S54°58'02"Ev ■■ i$ Cl! 1321' o 28.28' 10'u.E. `,32' Cl!50.0nzar 7J "a - - N N43°57'42'W N88°5742"W 369.64' Yy--. I ■ t FN46 02'18"E 35.00' 40.00' r� �+ - n - - - - - - 3g.05'13-9.067 S88°57'42"E 121.71' \14.14' _ - - - fool - - - - - - - - - - " 40.00' 19.64' 19.88' 39.05' - ■ GO ° - -------- ----I 9.4360.0' .�e74 1� Q I I I I I 20'B.L. 30.0' 30. ..._ __s Ig IO 10 1p IO O O M I� 1 "I , ILL: 3ii.00 _ p O l0 10 Ig IN In; I� ~ d O , 7 W S88°57'42"E 125.00' Q O m p o o o o N `° I I545°34`26"E NIL 73 m i of I iv 12 00 N 13 N 14 N 15 N 16 17 � 1 14.49' o I CD fn o 0 N 0 1 - .___._.__-�_.____ Z W IZ lZ 12 IZ IZ Z Iz I ®� r f , _ _ _ _ lZ IC)Z Iz IZ S88°57'42"E 125.00' CY 1 10'U.E. I I I 1 I lZ I 1 I I I i _I , F14.17' - _ I W AO 1 t 16,32' _ 72 I = I 1 I 45.00, 40.00' ° " n „ „ 2.17' I Q ._._. ` U, 40.00' 45.00 40.00' n n „ rr n n 40.00 44.37 44.67' 44.5T -HOA 1 > , I 1 n ° 40.00' N82°52'39 E 1 !- lL 0 ! _ _ _ _ S88°57'42"E 125.00' 1 25.0' 25.0' AO N88°57'42"W I I I ! I I 1 1 I I 11.21' I W= I I 71 I of 01 a p p p I I I I I M m 2 1! 1 1 1° p o 01 0l of pI of 01 0l o 01 I p ■ ! I I la la p o of p I 'n Y 0o Ip o 0 0 U p CD S88°5742"E 125.00' I `� 11 10 _ I --�- -I N N 9 8 °,cil 7 W 6 5 4 3 2 1 10' u.E. ¢ I 11 fV N e- ro I of O O O o 0 o N N N N I m I I I I 70 �= � �I ;3I inl 20' B.L.h- _ __ _ i I S88°57'42"E 125.00' --- --- -- f___ w 35.00_ 40.00' „ ---- „-nI rr -- ------------- ------------------ a ,_ , _ I ° n n _ • W 69 - - - - - - 40.00'- --125.5T o i 1- 1414' a2 E KARABAIR WAY - - 1 14.14' 10' U.E. N46°02'18"E NCn _ (50' RIGHT-OF-WAY) N88°5742"W 635.57' N 14.14' S88°5742"E 125.00' 270.00' - - - _ _ C0 `=' 1 1 s46°02'18"w 3s5.57' - - N I ( `f- y^ y ,- 1 14.14' S43°5T42"E 546°02'18'W N S43°5T42"E �� I vJ 68 1 142" S46* { I° 10'U.E. 14.14' Z 1 �= 10' U.E. 100.00' 100.00' I 45.00' 40.00' 40.00' 40.00' - 125.57' 1 10'U.E.&B.L. -------------- 1 I S88°57'42"E 125.00' - I o I o 5 0' - - - - - - - - - - , ! REMAINDER OF A CALLED 1 M 1 q 15 ( o 11 1- 20 ACRE TRACT _ 25.0' 25.0' I 20' B.L. J.D. ARRINGTON 67 I c 1 ( 10' U.E. I F-. 10' U.E. I �1 m , 1 VOL. 515, PG. 595 I I ( �- - N88°5T42"11V 110.00' _ - I } to l0 1S o ro , 1 _ __ to I� I--I---1 a� I , ; I f ! ! D.R.D.C.T. , _ _ I I I S88°57'42"E 110.00' 1 c S88°5742"E 125.00' I o 16 oI O O l0 24 � 25 26 27 I I o Sd.O' I � 13 I 1 ! I m 1CO CD EN N 66 25.0' 25.0' I o O ° 1 N88-57-42-W 110.00' _ J = a I I I ( ( S88°5742"E 110.00' O I I 1 I Cl' I ! ' 988°57'42"E 125.00' I in 1 o I 10' U.E. I I ao I I 12 = o Lo I ■ ` 65 I I� I 17 i �1 (� 55.00' 40.00' 40.00' 40.00' ® i M ( _J w 1 N88°57'42"W 110.00' 1 I N88°5T42"W 110.0' N88°57'42"W 65.00' ! I - -- - - p o 1-HOA i ¢ I I I S88°57'42"E 110.00' b 1 ( S88°57'42"E 12500' I° 1 1 0 1 v 1 231-4 AN 18 1 01 I o 135.00' /- �1 N S88°5742"E 110.00, - I S76°41'03"E 64 = I _ r 19.87' 25.32' 15.01' ��i��i�iwl■�a��IIII�1aa- S88°5742"E 110.00' _L-W4-- I 1 iwmmm II�Imw ��I��nl��aew��aa��■Iw®��i _ S88°5T42"E I N34rE'>'36"yRs_ - 125.00 � SEE SHEET 4 14.16' = 3 1- I1 I!ai 15 I C61I 1 r t i"•• 1- b N88'5742"W 110.00 _ I -•-I•......... p-- 1�-- S58*42'29`W �� W W M I S8�3°5T42"E 110.00' - i i coI - SI38'57`42"E 110.00' co � f 14.87' I � _ 1 � / l 25.02` i 1 I ,- 97T, $ a7'42",E 125.00' 1 v 721 i ? j F Iv 1 °02°1 '¢ 2 1! 120 I !� I MR,1� ! t If s.0' g41, 86" 1 ! I a°5742"v 11€�.�0' 1 o' UEE - I in N88`57'42"W 100,07' s I S83°57'42"E 1i0,Fo' I Fr:FnIn- = STREET NAME CHANGE P.O.B. = POINT OF BEGINNING IRFC = IRON ROD W/CAP FOUND IRSC = 5/8" IRON ROD SET W/ "KHA" CAP IRF = IRON ROD FOUND PKF = PK NAIL FOUND FNC. = FENCE HOA = HOMEOWNERS' ASSOCIATION B.L. = BUILDING LINE D.E. = DRAINAGE EASEMENT S.S.E. = SANITARY SEWER EASEMENT S.U.D. = SPECIAL UTILITY DISTRICT W.E. = DRAINAGE EASEMENT P.R.D.C.T. = PLAT RECORDS OF DENTON COUNTY, TEXAS O.R.D.C.T.= OFFICIAL RECORDS OF DENTON COUNTY, TEXAS R.P.R.D.C.T. = REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS GRAPHIC SCALE IN FEET 40 0 20 40 80 NINO V = 40' @ 24X36 VICINITY MAP CURVE TABLE NO. DELTA RADIUS LENGTH CHORD BEARING CHORD C1 7°48'15" 1280.50' 174.41' N87°53'44"E 174.28' C2 14°45'21" 830.00' 213.75' N06°20'22"W 213.16' C3 14°40'44" 800.00' 204.96' N83°41'56"E 204.40' C4 141°41'02" 50,00' 123.64' S46°02'18'W 94.46' C5 29°47'06" 530.00' 275.52' S13°51'15"E 272.43' C6 60°25'09" 200.00' 210.90' S58°57'23"E 201.27' C7 141 °41'02" 50.00' 123.64' N45°50'03"E 94,46' C8 116°28'00" 50.00' 101.64' N31°33'26'W 85.02' C9 60°12'54" 500.00' 525.48' N31°08'45"E 501.62' C10 32°2B'02" 250.00' 141.66' S72°55'57"E 139.78' C11 5*25*56" 1280.50' 121.40' N74°27'40"E 121.36' C12 1°47'00" 1248.85' 38.87' N89°58'35"E 38.87' C84 12°28'55" 300.00' 65.35' S82°55'30"E 65.23' NOTES: SITE FISHTRAP N.T.S. 1. Bearing system for this surrey is based upon NAD 83 - Texas North Central Zone, Horizontal Adjustment to NAD 83 (1993). 2. Exterior Boundary corners are a 5/8 inch iron rod with red plastic cap stamped "KHA" set, unless otherwise noted. Interior Corners to be set after construction. 3. According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48121CO405G, for Denton County, Texas and incorporated areas, dated April 18, 2011, this property is not located within an area defined as "Special flood hazard areas" (SFHAs). If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. 4. Notice - selling a portion of this addition by metes and bounds is a violation of Town subdivision ordinance and platting statutes and is subject to fines and withholding of utilities and building permits. 5. This plat does not alter or remove existing deed restrictions, if any, on this property. 6. All lots comply with the minimum size requirements of the zoning district. 7. This property may be subject to charges related to impact fees and the applicant should contact the Town regarding any applicable fee. 8. Minimum finished floor elevations are at least 2 feet above the 100 year flood plain. FINAL PLAT FOREE RANCH, PHASE 2 301 RESIDENTIAL LOTS BLOCK V, LOTS 45-82, BLOCK AL, LOTS 53-88, BLOCK AN, LOTS 1-27, BLOCK AO, LOTS 1-23, BLOCK AP, LOTS 1-31, BLOCK AQ, LOTS 1-11, BLOCK AR, LOTS 1-22, BLOCK AS, LOTS 1-22, BLOCK AT, LOTS 1-40, BLOCK AU, LOTS 1-51 11 OPEN SPACE LOTS 44.325 ACRES SITUATED IN THE JAMES BRIDGES SURVEY, ABSTRACT NO. 36 TOWN OF PROVIDENCE VILLAGE, DENTON COUNTY, TEXAS K10 P%O VY)))SIAS 13455 Noel Road, Two Galleria Office Tel. No. (972) 770-1300 Tower, Suite 700, Dallas, Texas 75240 FIRM # 10115500 Fax No. (972) 239-3820 Date 1 Scale I DMRW I Ch DJD cked by I Sep. 2022 I 063451 00 I Sheet5 OF 6o I OWNERS KLLB AIV LLC 6900 E. CAMELBACK ROAD, SUITE 1090 SCOTTSDALE, ARIZONA 85251 TEL: (214) 577-1056 C/O: KL SERVICERS LLC ENGINEER/SURVEYOR: KIMLEY-HORN & ASSOCIATES 13455 NOEL ROAD TWO GALLERIA OFFICE TOWE SUITE 700 DALLAS, TEXAS 75240 972-770-1300 C/O: MATT DUENWALD. P.E. Filed for Record in the Official Records Of: Denton County On: 10/5/2022 11:13:03 AM In the PLAT Records FOREE RANCH, PHASE 2 Doc Number: 2022-388 Number of Pages: 6 Amount: 300.00 0 rd a r#: By: MF OWNER'S CERTIFICATE OWNER'S DEDICATION SURVEYORS CERTIFICATION STATE OF TEXAS § COUNTY OF DENTON § WHEREAS KLLB AIV LLC is the owner of a tract of land situated in the James Bridges Survey, Abstract No. 36, Town of Providence Village, Denton County, Texas and being a portion of a called 419.1344 acre tract of land described in the Special Warranty Deed to KLLB AIV LLC., recorded in Document No. 2022-30170, Official Records, Denton County, Texas (O.R.D.C.T.), and being more particularly described as follows: BEGINNING at a 60D nail found at the base of a fence post for the northeast corner of said 419.1344 acre tract, the southeast corner of a called 3.05 acre tract of land described in the Warranty Deed to Dan Wilson recorded in Volume 4515, Page 1133, Deed Records, Denton County, Texas (D.R.D.C.T.) and in the west right-of-way of Brewer Road (a variable width right-of-way); THENCE South 02"04'15" West, with said west right-of-way line, a distance of 1,143.85 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" set for corner; THENCE North 89"09'57" West, with the occupied north line of a called 55 acre tract of land described in the Special Warranty Deed to L.D. Aaron and Naomi R. Aaron, recorded in Document No. 97-R0067763, O.R.D.C.T., a distance of 1,377.00 feet to a fence post found for comer, THENCE over and across said 419.1344 acre tract, the following courses and distances: North 28"4448" West, a distance of 129.46 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" set for comer, South 61 *15'12" West, a distance of 15.58 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" set for comer; North 28°34'44" West, a distance of 278.76 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" set for comer, North 01°02'18" East, passing at a distance of 97.22 feet, a fence post found for the southeast corner of the remainder of a called 20 acre tract of land described in a Deed to J.D. Arrington recorded in Volume 515, Page 595, D.R.D.C.T., and passing at a distance of 727.41 feet, a 112" iron rod with cap stamped "RPLS 4561" found for the southeast corner of Lot 1, Block A of Kyle Arnold Addition, an addition to the Town of Providence Village, Denton County, Texas, according to the plat thereof recorded in Document No. 2016-261 Plat Records, Denton County, Texas, and passing at a distance of 921.22 feet a 1/2" iron rod with cap stamped "RPLS 4561" found for the northeast corner of said Lot 1, Block A, and continuing for a total distance of 941.56 feet to a wooden TXDOT marker found in the south right-of-way line of F.M. Highway No. 2931 (a variable width right-of-way); THENCE with said south right-of-way line, and the north line of said 419.1344 acre tract, the following courses and distances: South 87°59'09" East, a distance of 506.38 feet to a point for corner from which a wooden TXDOT marker found bears North 01 °59'39" East, a distance of 0.58 feet, said point being the beginning of a tangent curve to the left with a radius of 1,195.92 feet, a central angle of 15°12'16", and a chord bearing and distance of North 84"24'43" East, 316.43 feet; In a northeasterly direction, with said tangent curve to the left, an arc distance of 317.36 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" found at the most northerly northeast corner of said 419.1344 acre tract; THENCE South 88°55'25" East, with said north line of the 419.1344 acre tract, a distance of 103.61 feet to a point for corner on a water meter in the west line of said 3.05 acre tract; THENCE with the common line of said 419.1344 acre tract and said 3.05 acre tract, the following courses and distances: South 01 °55'31" West, a distance of 171.47 feet to a fence post found for comer; South 89°15'58" East, a distance of 691.63 feet to the POINT OF BEGINNING and containing a computed area of 1,930,796 square feet or 44.3250 acres of land. STATE OF ARIZONA § COUNTY OF MARICOPA § NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That KLLB AIV LLC, ("Owner") does hereby adopt this plat designating the herein above property as FOREE RANCH, PHASE 2, an addition to the Town of Providence Village, Texas, and whose name is subscribed hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, watercourses, drains, easements, rights -of -way and public places thereon shown for the purpose and consideration therein expressed. Witness, my hand this the 2 (O day of —5w6bcr , 2022. KLLB AIV LLC, A DELAWARE LIMITED LIABILITY COMPANY By: - Name: � 'An ("`Ul� Title: Mhormdl7 la Y101 / STATE OF ARIZONA § COUNTY OF MARICOPA § Before me, the yndersigned authority, a Notary Public in and for The State of Arizona, on this day personally appeared _ , known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purpose and consideration therein expressed and in the capacity therein stated. Given under my hand and seal this - 1-69 day of Sef)—M Vd , 2022 01 T70-V Notary Public, State of Arizona w�t`-HItQ„ • KNOW ALL MEN BY THESE PRESENTS: 1, David J. De Weirdt, a Registered Professional Land Surveyor in the State of Texas, do hereby declare that I have prepared this plat from an actual on the ground survey of the land, and that the corner monuments shown thereon were properly placed under my personal supervision in accordance with Subdivision Regulations of the Town of Providence Village, Texas. N David J. De WeirdV Registered Professional Land Surveyor No. 5066 Kimley-Horn and Associates, Inc. 13455 Noel Road Two Galleria Office Tower, Suite 700 Dallas, Texas 75240 PH. (972) 770-1300 dave.deweirdt@ki:lmley-hom.com STATE OF TEXAS § COUNTY OF DALLAS § r Date BEFORE ME, the undersigned authority, a Notary Public, on this day personally appeared David J. De Weirdt, known to me to be the person whose name is subscribed to the foregoing instruments, and acknowledged to me that he executed the same for the purpose and considerations therein expressed and in the capacity therein stated. GIVEN UN9ER MY HAND AND SEAL OF OFFICE this the day of , 2022. NOTARY PUBLIC inlancLfor the STATE OF TEXAS TANYA DELIZ `21p{tY PG _Notary Public, State of Texas b -, Comm. Expires 06-25-2025 Notary ID l26268840 TOWN OF PROVIDENCE VILLAGE APPROVAL APPROVED this the Ir day o l �, 2022 by the Town Council of the Town of ProvinceVillage, Texas. Town Icial Town Secretary "f lk Ilk FINAL PLAT FOREE RANCH, PHASE 2 301 RESIDENTIAL LOTS BLOCK V, LOTS 45-82, BLOCK AL, LOTS 53-88, BLOCK AN, LOTS 1-27, BLOCK AO, LOTS 1-23, BLOCK AP, LOTS 1-3 1, BLOCK AQ, LOTS 1-11, BLOCK AR, LOTS 1-22, BLOCK AS, LOTS 1-22, BLOCK AT, LOTS 1-40, BLOCK AU, LOTS 1-51 11 OPEN SPACE LOTS 44.325 ACRES SITUATED IN THE JAMES BRIDGES SURVEY, ABSTRACT NO.36 TOWN OF PROVIDENCE VILLAGE, DENTON COUNTY, TEXAS