Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
SA0446A
LOT TABLE - BLK F LOT NO. ACRES SO. FT. 58 0.141 6,124 59 0.132 5,732 60 0.120 5,220 61 0.120 5,220 62 0.120 5,220 63 0.120 5,220 64 0.120 5,220 65 0.120 5,220 86 0.120 6.220 67 0.132 1 5,758 68 0.137 5,974 69 0.137 5,974 70 0.137 51974 71 0.137 6,974 72 0.137 6,974 73 0.137 5,974 74 0.129 5,624 75 0.120 5,220 76 0.120 5,220 77 0.120 5,220 78 0.120 5,220 79 0.120 6,220 80 0.120 5,220 81 0.120 5,220 HOA LOT TABLE - BLK F SQ. FT. MNACRES 22.215 967,698 LOT TABLE - BLK G LOT NO. ACRES SQ. FT. 1 0.119 51175 2 0.119 5,175 3 0.119 5,175 4 0.119 5,175 5 0.119 5,175 6 0.119 5,175 7 0.119 5,175 8 0.132 6,750 10 0.132 5,750 11 0.129 5,625 12 0,129 6.430 13 0.136 6,930 14 0.157 6,837 15 0.187 8,161 16 0,222 9,679 17 0.194 8,469 18 0,176 7,665 19 0.177 20 0.168 E7,2:98 21 0.131 5,704 22 0.146 6,345 23 0.125 5,44S 24 0.117 5,079 25 0.110 4,8W 26 0.110 4,800 27 0.110 4,800 28 0.110 4,800 29 0.110 4,800 30 0.110 4,800 31 0,110 4,800 32 0.110 4,800 33 0.110 4,800, 34 0.110 4,800 35 OA10 4,800 36 0.110 4,8W 37 0.110 4,800 38 0.110 4,800 39 0.110 4,800 40 o.ito asoo 41 0.110 4,800 LOT TABLE - BLK G LOT NO. ACRES SQ. FT. 42 0.110 4,800 43 0.152 6.600 44 0.110 4,800 45 0.110 4,800 46 0.110 4,782 47 0.150 6,626 48 0.246 10,722 49 0.170 7,418 50 0,105 4.590 51 0.101 4,400 52 0.101 4,400 53 0.101 4,400 54 0.101 4,400 55 0.101 4,400 56 0.101 4,400 57 0.101 4,400 58 0.101 4,400 59 0.101 4,413 HOA LOT TABLE - BLK G LOT NO. ACRES SO. FT. 1 HOA 0.sw 29,016 2 HOA 0.776 33,813 3 HOA 0.056 2,400 4 HOA 0.047 2,040 5 HOA 0.115 5,000 LOT TABLE - BLK H LOT NO. ACRES SO. FT. 1 0.214 9,311 2 0.178 7,773 3 0.155 6,762 4 0.142 6,168 5 0.133 6,775 6 0.124 5,400 7 0.124 5,400 8 0.124 5,400 9 0.124 5,400 10 0.124 6,400 11 0.124 5,400 12 0.124 5,400 13 0.150 6,543 14 0.123 5,351 15 0.110 4.802 16 0.110 4,802 17 0.110 4,803 18 0.110 4,803 19 0.110 4,MX 20 0.110 4,804 21 0.110 4,805 22 0.110 4,805 23 0.110 4,806 24 0,110 4,806 25 0.110 4,806 26 0.110 4,606 27 0.110 4,806 28 0.214 9,312 29 0.196 8,555 30 0.146 6,372 31 0.146 6,372 32 0.144 6,293 33 0.16 4,484 34 0.103 4,484 35 0.103 4,484 36 0.103 4,484 37 0.103 4,484 38 0.103 4,484 39 0.103 4,484 40 0.103 4,484 LOT TABLE - BLK H LOT NO. ACRES $0, FT. 41 01116 5,044 42 0.321 14,003 43 0.163 7.079 44 0.139 6,050 45 0.139 6,050 46 0,179 7,8 55 HOA LOT TABLE - BLK H LOT NO. ACRES SO. FT. 1 HOA 1.716 74,728 2 HOA 1.210 52,725 Upper Trinity Regional Water District Notes Upper Trinity Regional Water District (UTRWD) Exclusive Easement Document #2017-156275 protection criteria: 1. The minimum depth of all pipes within the easement shall be three (3) feet from the top of the pipe to the surface of the ground. 2. The surface grade shall not be changed by more than 1 foot without written approval from UTRWD. 3. Streets / Pavement crossing UTRWD easement must be at 90 degrees angle. All paving within the easement is at risk; at risk means that UTRWD will not replace paving within the easement. 4. All, crossing of the easement shall be submitted to UTRWD for review and approval. 5. UTRWI? will not allow drilling or excavating activities and permanent structures including fencing within the easement boundaries. 6. The pipeline cannot be shut down and shall be always protected in place. 7. Adding landscaping within the easement require UTRWD approval Landscaping placed within the easement Is at risk; at risk means that UTRWD will not replace landscaping within the -easement in the event we need to access the easement or pipeline. UTRWD will not allow deep rooted trees and other landscaping that impedes our ability to operate and maintain the pipeline. 8. An structures/foundations or other improvements_within the easement is Y prohibited. Contact UTRWD at developmentreviewtOutrwd.com or 972-219-1228 72 hours prior to constructing any structuresffoundations or other improvements that could interfere with UTRWD's ability to access, operate and/or maintain within the easement. 9. UTRWD hereby retains all its preexisting dominant and superior legal and property rights. 10. No material stockpiles are allowed in UTRWD Easement. 11. Stormwater shall drain away from UTRWD easement; no storm drainage structures are allowed in UTRWD easement. CoWrott 0 2023 K ff&y-H= and AssodaWs, Inc All dflnca �srved LOT TABLE - BLK LOT NO. ACRES SO. FT. 1 0.254 11,044 2 0.164 ' 7,134 3 0.153 6,666 4 0.142 6,176 5 0.138 6,000 6 0,138 61000 7 0.150 6,660 8 0.150 61550 9 0.138 6,000 10 0.138 6,000 11 0.138 61000 12 0.138 6,000 13 0.138 6,000 14 0.144 6,251 15 0.170 7.402 LOT TABLE - BLK J LOT NO, ACRES SQ. FT. 1 0.150 61550 2 0,138 6,000 3 0.138 61000 4 0.138 61000 5 0.138 6,000 6 0.138 6,000 7 0,138 61000 8 0.160 6.560 9 0.112 4,900 10 0.101 4,400 11 0.101 4,400 12 0.101 4,400 13 0.101 4,400 14 0.101 4.400 15 0.101 4,400 16 0.101 4,400 17 0,101 4,400 18 0.112 4,900 LOT TABLE - BLK K LOT NO. ACRES SQ. FT. 1 0.112 4,900 2 0.101 4,400 3 0,101 4,400 4 0.101 4,400 5 0.101 4,400 6 0.101 4,400 7 0.101 4,400 8 0.101 4,400 9 0.101 4,400 10 0.112 4,9W 11 0.112 4,9W 12 0.101 4,400 13 0.101 4,400 14 0.101 4,400 15 0.101 4,400 16 0.101 4,400 17 0.101 4,400 16 0.101 4,400 19 0.101 4,400 ZO 0.112 4,800 LOT TABLE - BLK L LOT NO, ACRES SQ. FT. 1 0.112 4,900 2 0.101 4,400 3 0.101 4,400 4 0.101 4,400 5 01101 4,400 6 0.101 4,400 7 0.101 4,400 8 0.101 4,400 9 0.101 4,400 10 0.112 4,900 11 0.112 4,900 12 0.101 4,400 13 0.101 4,400 14 0,101 4,400 15 0.101 4,400 16 0.101 4,400 17 0.101, 4,400 18 0.101 4,400 19 0.101 4,400 20 0.112 4,900 LOT TABLE - BLK Z LOT NO. ACRES SQ. FT. 1 0.138 6,000 2 0.138 6,000 3 0.138 6,000 4 0.138 6,000 5 0.138 6,000 6 0.138 6,000 7 0.138 6,000 8 0.145 6,329 9 0,157 6,820 10 0.160 61950 11 0.154 6,694 12 0.154 6,725 13 0.186 81085 HOA LOT TABLE - BLK Z LOT NO. ACRES SO. FT. 1 HOA 0.068 2,950 2 HOA 0.059 2,576 LOT TABLE- BLK AA LOT NO. ACRES SO. FT. 1 0.167 7,260 2 0.139 6,050 3 0.139 6,050 4 0.139 6,050 5 0.139 6,050 6 0.146 ` 6,360 7 0.158 61867 8 0.165 7,182 9 0.212 9,247 10 0.244 10,646 11 0.139 6,050 12 0,139 - 6,050 13 0.139 6,050 14 0.158 elew 15 0,156 61806 16 0.139 6,051 17 0.139 6,051 18 0.139 6.050 19 0,139 _ 6,050 20 0.139 6.050 21 0.139 6.050 22 1 0.167, 7,260 HOA LOT TABLE - BLK AA LOT NO. ACRES SQ. FT. 1 HOA 0.175 7,601 2 HOA 0.109 4,740 LOT TABLE - BLK AB LOT NO. ACRES SQ. FT. 1 0.189 8.223 2 0.139 6,060 3 0.139 6,060 4 0.139 6,050 5 0.139 6.050 6 0.162 7,041 7 0.162 7,041 8 0.162 7,041 HOA LOT TABLE - BLK AB LOT NO. ACRES SQ. FT. 1 HOA 1.687 73,485 PHASE/KEY MAP N.T.S. PHASE 1 � � PHASE 3 � SHEET 2 , II II II II I1�1111 1 i 11�1®II/r � * ° w � I � ® se fi ti ti (11111111,� � ° VICINITY MAP N.T.S. NOTES: 1. Bearing system for this survey is based upon NAD 83 - Texas North Central Zone, Horizontal Adjustment to NAD 83 (1993). 2. All comers set where applicable and after construction. Corners will be monumented with a 5/8 inch iron rod with red plastic cap stamped "KHA", unless otherwise noted. 3. According to. Federal Emergency Management Agency's Flood Insurance Rate Map No. 48121 CO405G, for Denton County, Texas and incorporated areas, dated April 18, 2011, a portion of this property is located within Zone A defined as "Special flood hazard areas (SFHAs) subject to inundation by the 1% annual chance flood (No Base Flood Elevations determined)" & Zone AE defined as "Special flood hazard areas (SFHAs) subject to inundation by the 1% annual chap a flood (Base Flood Elevations determinedr If this site is not within ar 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 after 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. 9. Minimum finished floor elevations are at least 2 feet above the 'fOO year flood plain. 10. See sheet 5 for Line/Curve Tables. g N 5 ri N s Y Ur w CITY PROJECT NUMBER: 21-00452-01 FINAL PLAT FOREE RANCH, PHASE 5 2" RESIDENTIAL LOTS a BLOCK F, LOTS 58-81, BLOCK G, LOTS 1-8, 10-59, BLOCK H, LOTS 1-46, LL BLOCK I, LOTS 1-15, BLOCK J, LOTS 1-18, BLOCK K, LOTS 1-20, BLOCK L, LOTS 1-20 01 BLOCK Z, LOTS 1-1.3, BLOCK AA, LOT 1-22, BLOCK AB, LOTS 1-8 a 12 OPEN SPACE HOA LOTS 76.7371 ACRES SITUATED IN THE JAMES BRIDGES SURVEY, ABSTRACT NO. 36 TOWN OF PROVIDENCE VILLAGE, DENTON COUNTY, TEXAS W K10 y)))Horn 13455 NoelRoad, Two Galleria Offlce Tel. No. (972) 770-1300 Tower, Suite 700, Dallas, Texas 75240 FIRM # 10115500 Fax No. (972) 239-3820 Scale Drawn by Checkedbv Date Project No. Sheet No. NIA SRD DJD Nov. 1 OF 6 a OWNER LENNAR HOMES 1707 MARKET PLACE BLVD. _ _-- IRVING, TX 75063 m TEL: (214) 577-1056 for Record BV C/O: ELIZABETH BENTLEY Fri d t Ofj- - I ReCOrdS County M Denton 11:08.51 A KIMLEY-HORN & ASSOCIATES ENGINEERISURVEYOR:0to the PLAT gN PHpVkeco'dsSE 5 N 13466 NOEL ROAD PORE umber. 2p23 6 410 TWO GALLERIA OFFICE TOWER D0C beg of PSyeS: DALLAS, SUITE TEXAS 75240 p%Um 2p6p0p152 mount2023 972 770-1300 order#: C/O; MATT DUENWALD, P.E. gy. PM :ru.,� l'altlll�l� ,llll�l� It �' _ CALLED 73.81 ACRES NORTH TEXAS P.O.B. N.T.S. r- - - 1/2- IRF KEY MAP NATURAL SELECT MATERIALS, LLC S`16014�28"E DOC. N0. 2018-106981 S88052'20"E—\ 19.78' 1�v O.R.D.C.T. 75.43' SHE T Z L6 C1 L5 OW L3 SHEET 4 LOT 3HOA GRAPHIC SCALE IN FEET BLOCK A, I aq SH EET 13 0 30 W 120 LOT FOREE RANCH, 1- = W @ 24X36 33 I PHASE I F BLOCK, DOC. NO. 2023-134 _j_ r ,f A A=35*5327" i, HE 5 R=1050.00' 100 12 GRAPHIC LOCATION OF L=657.73' <,j LOT 10� I CB=N55*29'03"E 0 z APPROXIMATE 100 YEAR ogp'� CALLEV.19,1344 ACRES N 34/ AIV LLC FLOODPLAIN PER FEMA MAP NO. C=647.03' / \� s2° .11 CALLED 419.13" ACRES 12 DO NO. 2022-30170 48121CO405G 17.3Z O.R.D.C.T. MAP REVISED APRIL 18,2011. KLLS AIV LLC r%r No 2fy3-j_%n1 VICINITY MAP CROSS ROADS N.T.S. A=8*17'50" I II (ZONE A) OA . D.C.T. 10 vogw* 6,40209:v S7*18'31"E LEGEND: R=960.00' W MUSTANG It I L=139.02' SUD W.E. 53TCONTOUR 13 11.4Y 96.82' -mono- = STREET NAME CHANGE BASED ON d1 CB=S73*01'21"E SEPARATE TOPOGRAPHIC SURVEY P\ 10 nz P.O.B. = POINT OF BEGINNING INSTRUMENT \0.. \ :.Ofo . IRFC = IRON ROD W/CAP FOUND C=138.90' COMPLETED IN 90 IRSC = 5/8" IRON ROD SET W/"KHA"CAP LOT t11 APRIL28,2021 of v6io 1. te 12020 IRF = IRON ROD FOUND OT 0 1-HOA X AO 4, 9 14[A—A] PKIF = PK NAIL FOUND rV W 1 ji.N 9 HOA = HOMEOWNERS! ASSOCIATION -WMUSTANG SUD S.S.E. 8- B.L. BUILDING LINE 32ST ACRES SEPARATE- 14a. 3�wt_ DRAINAGE F 1141,890 SQ. FT. INSTRUMENT N D.E. S.S.E. = SANITARY SEWER EASEMENT .00 low. "S 8 W.E. = WATER EASEMENT UTILITY HIKE AND BIKE TRAIL EASEMENT / ` L4 8 P.R.D.C.T. = PLAT RECORDS OF DENTON COUNTY, JI 3 It 1� \ oe 1 7 \ — �Q- TEXAS C,3 W MUSTANG AA SUD W.E. NW0158"W IFF S89*0158'E 120.W O.R.D.C.T.= OFFICIAL RECORDS OF DENTON 12r.1. COUNTY, TEXAS R.P.R.D.C.T. = REAL PROPERTY RECORDS OF 1 16 7 DENTON COUNTY, TEXAS LOT 1 (5 1 .1 .46 1 1 N 6 FA—B] 1 5 BLOCK 1, Ci I \ -�- 6! 1 __ t� -jF59�W 121.gr A] BLOCK DESIGNATION F D.E. U-H-B.E. 411 S87 NW015M I F 21.W 20'D.E. 2T SEPARATE S89*0158'E 121. C4 %b N 17 LOT INSTRUMENT N, 6 2 A=14022'32" I ao, gl�! 1 6 Upper Trinity Regional Water District Notes mi I S89*01'58'E 121.W R=900.00' I 7 Trinity Regional Water District (UTRWD) Exclusive Easement Document 0I \4<% I �__, Upper L=225.81' 1\ ♦ #2017-1562 S89*01%8*E I W 75 protection criteria: LOT C131�N69-59-01-W FA—B-1 21.00' 1-1 25' 251 18 > N*V.� 5 3 C=225.22- 5 N62*47'45"W HOA-1 IX 9 1. The minimum depth of ail pipes Within the easement shall be three (3) feet from 100.98' 4 9 the top of the pipe to the surface of the ground. 4po/?, 8-1 W 0 6% 1.667 ACRES UPPER TRIN1rY VIV z , I I- > U.1 REGIONAL 73,485 SQ FT. 00 a 2. The surface grade shall not be changed by more than I foot without written WATER DISTRICT 19 W UTILITY 8 81 0 M 4 1 4 approval from UTRWD. EASEMENT U DOC. NO 29 D.E. 4 3 g 2017-156275 3. Streets / Pavement crossing UTRWD easement must be at 90 degrees angle. All T. 00 paving within the easement is at risk; at risk means that UTRWD will not replace *% W) 20 19 paving within the easement. 3 FAA 91 O.R.D.C. L69 z 0 20.19 W If i 3LOT 92 If 4. Ail crossing of the easement shall be submitted to UTRWD for review. and ■2W D.E. 2-HOA approval. *E I.Of 2-HOA C 01'58 121.w 9 21 19 gl BLOCK F, HOA-2 2 9 111 91 2 5. UTRWD will not allow drilling or excavating activities and permanent structures FOREE RANCH, 22.215 ACRES W N8r01'51rW 121. 1 including fencing Within the easement boundaries. PHASE 1 \967,M FT. 1 DOC. NO. 2023 Ld 1 6. The pipeline cannot be shut down and shall be always protected in place. Ld N, .1341 '01L5_8-k 121. O.R.D.C.T. 1%❑ Uj % Ui L:ui 22 n *4 1#; 4 4 '81s, I N b 9 9 I:i 70-> 0 3.3 19 0? 1 7. Adding landscaping within the easement require UTRWD approval. Landscaping 1-N N, ftb ",a _ �_ I / / / .. I - , --- I I I SWO158*E 120.00' placed within the easement is at risk; at risk means that UTRWD will not replace / / 15.W 121.w 1121.00, 1 - landscaping within the easement in the event we need to access the easement LOT �� 11_/ 1�1 2V MUSTANG 11� 'am - - - A 10.0(Y - - . t-'�16.W 1- or pipeline. UTRWD will not allow deep rooted trees and other landscaping that 4T Eq % I * *e J792. LH2� 00 - - - - - - - 222.08 - - - 1-HOA- •SUDW.E. 1 impedes our ability to operate and maintain the pipeline. 110.00, a 41111b � sons gnn& N, fr/ 0 N. z 7 Jt C4 FOREE DRIVE 8. Any structurestfoundations or other improvements Within the easement is 53T CONTOUR 32 61 — — — prohibited. Contact UTRWD at developmentreviewcMutrwd.com or 972-219-1228 40'/ N, r 2V D.E. S89*0158"E 412.W BASED ON TOPOGRAPHIC )v 72 hours prior to constructing any structures/foundations or other Improvements 10' U.E. L8 that could interfere with UTRWD's ability to access, operate and/or maintain SURVEY COMPLETED IN 03 V89'01'58-E f APRIL 28,2021 20'D.E. 12"._21� W 110.00, Within the easement amfew down, U 31 7 o-TE7 E fORTEE i-B z_ 9 9. UTRWD hereby retains all its preexisting dominant and superior legal and N, Lea 4 L4, 9 N, L64 9 71 8 property rights. 46 9 HOA-2 33 M 30 1 S89•01'58'E 120,W 10. No material stockpiles are allowed in UTRWD Easement. S840 44'52"E 196. 4 1_65j, \1 0 1 / 34 / n I I Ab*A 2.01r I -OW 121.W I I S.1 "I .. I 1 9 81 1 11. Stormwater shall drain away from UTRWD easement; no storm drainage 35 1.210 ACRES 91 9 6 91 52,725 30. FT. I is structures are allowed in UTRWD easement. U4 ko_% 8 45 19 z I I'M 36 N. ILI! 4 1 5), CALLED 419.1344 ACRES 11% 4f N, 4q Z 0 29 a --- 11 11 1 CITY PROJECT NUMBER: 21-00452-01 Ci KLLB AIV LLC 1 37 NS9'01'WW_121:W 1 25' 25' 0 1 +* DOC. NO. 2022-30170 `4144, 1 1 5 10 0! O.R.D.C.T. LU 81 28 38 9 44 Is I FINAL PLAT N, > TRACT NO. L-1004E ANN, NW61758Q IrO.W_ EA SUBJECT TO ELEV. t I % -40 39 N89-01 '9'-W -12 j8i FOREE RANCH, PHASE 5 AREA N, 2 7 16 OF 537'AND BELOW 17%.. _rV 40 /' FLOWAGE EASEMENT 0 4 0 1 W BLOCK F, LOTS 58-81, BLOCK G, LOTS 1-8,10-59, BLOCK H, LOTS 1-46, VOL. 427, PG. 144 26 LU 191 2" RESIDENTIAL LOTS % 43 r", I 60' 4_4 60. xe BLOCK 1, LOTS 1-15, BLOCK J, LOTS 1-18, BLOCK K, LOTS 1-20, BLOCK L, LOTS 1-20 D.R.D.C.T. 4%, 41 4b* _NW91_W-X- I I . - BLOCK 7, LOTS 1-13, BLOCK AA, LOT 1-22, BLOCK AB, LOTS 1-8 25 0 12-E W I 12 OPEN SPACE HOA LOTS 0�9076.7371 ACRES SITUATED IN THE JAMES BRIDGES SURVEY, ABSTRACT NO. 36 24 UJ 12 LOT 2-HOA U) TOWN OF PROVIDENCE VILLAGE, DENTON COUNTY, TEXAS o. *40b BLOCK 4f b, If 00 3 23 /. I . I FOREE RANCH, 42 1 1 1 PHASE 1 22 DOC. NO. 2023434 IUD 13 O.R.D.C.T. 0 2 81 21 91 > 4** A01 ♦ANN, S89'01'STE 120 K10 >>> Orn — — — — — — — — — — — — — — — — — - I ce) _j 20 13455 Noel Road, Two Galleria y Tel. No. (972) 770-1300 W♦ W4'4&37W--1 Tower, Suite 700, Dallas, Texas 75240 FIRM # 10115500 Fax No. (972) 239-3820 Lu In 19 Scale Drawn by S 1-HOAR 14 Checked by Date Pro No. I Sheet No. < in 2 OF 60. SRD DJD Nov. 2023 0634513M 9 OF 6 F� vs716 ACRES 2 869101158"E 1 ��19v Ifl I z M 74,729 SO. FT. lb I 2 17 N, 4* F0 41*# u) OWNER le 3 4V 16 M15 LENINAR HOMES mom - - - - - - - - - - - - - - - - - - - - - ANIV Am am Anow ANN Ann NOW -j now♦.0 1707 MARKET PLACE BLVD. z �01 r'9-77 VY U.E. & B,L. 4 15 LJ7- IRVING, TX 75063 0` ' i i I 76b 4%1` 4%. /e aw TEL: (214) 577-1056 0.58, Oft C/O: ELIZABETH BENTLEY ;�Po, %. A 14 OF N 40* 0 4L2761__t GRAPHIC LOCATION OF .86'. Z2 8— z 1 ;7 , HOA-2 .8;7 — 5 j4d APPROXIMATE 100 YEAR Os C�� ENGINEER/SURVEYOR: SEE SHEET 3 4 4%. .4. I L32 .8� - , FLOODPLAIN PER FEMA 6. CO0 37 C14 KIMLEY-HORN & ASSOCIATES -el 6 41� 4V. 400 -% Oc� S"� 11& ..,7 �78 .0v 13455 NOEL ROAD —MAP NO. 48121CO405G--- ------- 40* 40* 6 lsss ER MAP REVISED APRIL 18,❑SSE OFFICE TOW 10-TE SUITE 700 110, C7 7 96, //1zLNk-) 20 0 SE SHEET 3 DALLAS, TEXAS 76240 2011. Ic Z74" 10' R (ZONE A) r4, 6 *1111 . N, 972-770-1300 :z 6>1 , p .0 8 CIO: MATT DUENWALD, P.E. T SZE. .0064% -0, N K 7021 flZoo,'% 21 22 &1 1 gi jb N N CN 10'U.E. 9 / ♦ ov 23 24 25 1 NI 6�_ 111k W 77 It T77 11M "T i.7 171 IT 11 77T I I I I III I M�7 i: i T �, Filed for Record In the Official Records of: Denton County On: 12/6/2023 11:08:51 AM In the PLAT Records FOREE RANCH PHASE 5 Doc Number: 2023-410 Number of Pages- 6 'Amount: 300.00 ' Order#: By: PM / I • 28 if ffl �• 1� W TRACT NO. L-1004E \ \ \ 4-4 J AREA SUBJECT TO ELEV. , \ \ /1 I t I ♦ `po♦ 0 OF 537' AND BELOW / I ♦ / 27 \ f f/ C FLOWAGE EASEMENT / 1 ♦♦ ♦ �i 4s /r VOL. 427, PG. 144 / /� \ I 1 ♦ yry / \ ti \ Z D.R.D.C.T. // /1 \) �, 69 I ♦♦ S3r4, 26 /so LOT 2-HOA 241`14\ \ Q Sq BLOCK F, , / / i y ►♦ °qoo, /,• \ „\ffo'9r'j \A9 FOREE RANCH, / / �♦ / 23 PHASE I/� N ��a •�` °°oo L� \ �'\Qy, DOC. NO. 2023-134 / ♦ / 22 \ O.R.D.C.T. ` o ,� I 1 1' (i- 1 ♦ 40 \ o0 1 I N ♦ ♦ oo 21 ❑ Ao� %--------/-------"-----------------� S �' J� I� 4� ♦♦ / vi 1 co W I ♦ FF / 20 \ 1 T o U I I ej 1-HOAR♦♦ Sy046. / 19 / \� 1.716 ACRES ♦♦ / 18 \ I j 1 I g m 2 ` 74,729 SQ. FL ♦ �'r?� r \,r0 / ` 1 L4— sag°o1�5e•E 130 � I I< 1 \ r i , 1 1 la ♦� / 17 \ N. r ro �, NWOt'58°W 120.00 N89°01'58 W 110.0t [EdIt 3 4 60, ♦ \ ♦ �� am Men 1 I 1 / 16 / , t .. ♦ I 15 14 � 1 1 g \ { B ♦ ♦ 1311T 19.79 1 I 1 I I ~ r + ti /^� �� 'Ift— 100'U.E.aB.L ' - __ _ — ---- 18 /� 4 w �b��4?' ♦ / 15 F % i�► ��r,� — /p9 I 10' U.E. & B.L. o.58' /, �F ♦ Qom / 1 _ + alai -Iv 110.00'— — — \ { GRAPHIC LOCATION OF I / P\ �� -- y / �'.� OOT ♦♦/nv 14 / C�4 _ +r .08low ""fifi"fififi" — \ APPROXIMATE 100 YEAR cS HOA-2 I I ! ,\ a2. e' .e= `° 5 / BRA F<F ♦♦ ".00• •e^' /o°-�� N ' \ { FLOODPLAIN PER FEMA L32 L31 a"sq,�. OCrR/C ♦♦ — { \ 1 MAP NO.48121CO405G 6 r / C°OA C 6qS,�♦♦ °0' �// N� If ��/ `� T. �_a N L0SIN0 AVENUE 1 { MAP REVISED APRIL 18, \ s �'3a / fi 4�q� V � C MF �♦ ^�/ ^^�— _ 1s.es 4o.oa _ T.Odr ao.oa �.or o''ff .. { \ 2011. i I \ C7. �1. ' �, 7 / °L P! '40 tiT q> °'� '�19.W— — — — — — — — — — — — ao.00— - 9 fin_ �� �� ♦ O� /a 2Q \ p (ZONE A) I I cue 70 �— -�.+ �°o r /,ry�R ?ry I / 2o�s. r = W.E. ..00?% �' \ 8 / �C':,b' ic� / v 21 1 �- { N �I I ,nu.E. �� \ r / 9 w� T /� ��� / ° 22 l 23 RI I I 1 N I I i 1 1 1 1 / ! �, 31 32 33 I � I NI =, I I _ \ { I 79 h r/ / �gl / ��. 2 l 3 gI I W 1 I _ I i i 1 58 '114r / / z $ SEE SHEET 4 / ,0\ �� \ \ / &z g Z \` { z I� I 2 ,. 59 ^A8 �aQ� s34 r`" j 1► i FN\ 73 e HOA-1 .7 , � .ar ao. ao.00' 40.00' 40.0 ao. ao:oo' 60 ^� \ +rs rq S o9AF ,?j �°�a7 \ 12 /�• / s °? N89 01'58"W 1159.84' 1 s� 1g •�' � S '�' \ �" ^$�• \ / 1.669'ACRES N oaf Oe \ .p�/ 1'3 /�� p`b' (v 72,695 SQ. FT. 1" IPF 1 TRACT NO. L-1003E (� h •0/ 61 \ l\ GY \ y { , \ AREA SUBJECT TO ELEV. OF 537' I I +(i38a'F / \ ``C`� \ / / �. © �, \ �1 \ / { AND BELOW I , I r ``7/Q �as�� \ �g / I Q �`` \ „� { \ { FLOW L. 414, S ENT i I KSpQ / 62 \ �, �% ver°VF �' / ° � O ^� �d `{ r` D.R.D.C.T. I I 63 \% �,�� /�/ 19 *. 53T CONTOUR I 18.70 / / \ \ \ BASED ON TOPOGRAPHIC I / 64 \' D.E. ! ?� SURVEY COMPLETED IN CALLED 419.13" ACRES �� r / \ 4P 1,8 01 APRIL 28, 2021 III ` KLLB AIV LLC Doc. No. 2022 30170 loop 11� 065 �$,'0zt�OOS O.R.D.C.T. 4� \ % \ \ \ \ \ 2�' \ s "0\ <7 17 f \ \ 6� �L', %1' F HOA-2 4! \ \ R r / LOT 2-HOA \ \ 1 22.215 ACRES os� ei'/ 67 / BLOCK F, \ 967,698 SQ. FT. FOREE RANCH, PHASE 1 \, \ ` $8 Boa, \ s DOC. NO.2023-134 \� ' 01 / 16 r D.E. \ \ \ O.R.D.C.T. 15 70 W 7p1� y/ ts, 14 \\ 71 \ \` 1�4111%*\ \ \ \ �s° .---— — — — — — — — — — — --. — \ t� N7 � wN oPFC �.._.._ — ._ — — — — — --- — — ..._ _.._._ _. ,_ _, .� \ \ N � rA'` 13 PFC N88 42'28"W 190.27' — — — — -- -- — — — — — — — — _ N 72 \ `115.19' � \\ \ N78°��_11—Op' II -' I c�g1°O8'13"W ;� N �I► _ m 12 �i \� \\ 73 I f r LEGEND: \ Upper Trinity Regional Water District Notes .+r► -STREET NAME CHANGE PFC �\\ \\ NEsrzS?9•E�1e.00' I - SW37,zw ,753' 1 P.O.B. = POINT OF BEGINNING TRACT NO. L-1002E 1 \ \ I ( 11 Upper Trinity Regional Water District (UTRWD) Exclusive Easement Document IRFC = IRON ROD'W/CAP FOUND N75o AREA SUBJECT TO ELEV. OF 53T \ ' $ 74 m O. ° Q83� "} • ui! S87 5808'E 115.00' 'p #2017-156275 protection criteria: )RSC = 5/8" IRON -ROD SET W/ "KHA" CAP "w`� PFC AND BELOW \ 8 N IRF = IRON ROD FOUND 91 P,2�, FLOWAGE EASEMENTssr5goe°� �1s.00' bl ( n PKF = PK NAIL FOUND \ 1 a Jul CITY PROJECT NUMBER: 21-00452-01 1. The minimum depth of all pipes within the easement shall be three (3) feet from HOA =HOMEOWNERS' ASSOCIATION AMENDED IN � m 10 $ the top of the pipe to the surface of the ground. VOL. 437, PG. 86 8 I lb B.L. = BUILDING LINE D.R.D.C.T. 75 $ D.E. = DRAINAGE EASEMENT MSi`gh \ i ' n- i 25 1 25 1'E.,115 FINAL FLAT 2. The surface grade shall not be changed by more than 1 foot without written S.S.E. = SANITARY SEWER EASEMENT ys - 'S approval from UTRWD. W.E. = W= TER EASEMENT �'!� 7\ i �$ 1 ' I HOA-1 FOREE RANCH, PHASE 5 U.H.S.E. UTILITY HIKE AND BIKE TRAIL EASEMENT ] \\ ' 76 1$ 1 5 'i1 LOT 3. Streets / Pavement crossing UTRWD easement must be at 90 degrees angle. AN P.R.D.C.T. = PLAT RECORDS OF DENTON COUNTY, 244 RESIDENTIAL S „ 1 BLOCK F, LOTS 58-81, BLOCK G, LOTS 1-8,1 LOTS BLOCK H, LOTS 1-46, paving within the easement is at risk; at risk means that UTRWD will not replace TEXAS PFC \ ' — — $ $ BLOCK I, LOTS 1-15, BLOCK J, LOTS 1-18, BLOCK K, LOTS 1-20, BLOCK L, LOTS 1-20 paving within the easement. O.R.D.C.T.= OFFICIAL RECORDS OF DENTON © 8 8 CALLED 25.706 ACRES BLOCK Z, LOTS 1-13, BLOCK AA, LOT 1-22, BLOCK AB, LOTS 1-8 COUNTY, TEXAS \ $ ( 1 N 4. AN crossing of the easement shall be submitted to UTRWD for review and R.P.R.D.C.T. = REAL PROPERTY RECORDS OF \ 77 1 � 0 1 — "— Y) ALLISON MOODY 12 OPEN SPACE HOA LOTS approval DENTON COUNTY, TEXAS `\ ' n I (� I o SARTIN AND FRANK 76.7371 ACRES SITUATED IN THE JAMES BRIDGES SURVEY, ABSTRACT NO.36 D.P.R.D.C.T. = DEAD RECORDS OF DENTON COUNTY, ' -- RIVERA TOWN OF PROVIDENCE VILLAGE, DENTON COUNTY, TEXAS F- I 7 8' V) DOC. NO.2017-109022 5. UTRWD will not allow drilling or excavating activities and permanent structures TEXAS I W `? I �� a� O.R.D.C.T. ■ including fencing within the easement boundaries. a BLOCK DESIGNATION �\ 78 i _ N — — 6. The pipeline cannot be shut down and shall be always protected in place. 7. Adding landscaping within the easement require UTRWD approval. Landscaping placed within the easement is at risk; at risk means that UTRWD will not replace landscaping within the easement in the event we need to access the easement or pipeline. UTRWD will not allow deep rooted trees and other landscaping that impedes our ability to operate and maintain the pipeline. 8. Any structurestfoundations or other improvements within the easement is prohibited. Contact UTRWD at developmentreviewOutrwd.com or 972-219-1228 72 hours prior to constructing any structures/foundations or other improvements that could interfere with UTRWD's ability to access, operate and/or maintain within the easement. 9. UTRWD hereby retains all its preexisting dominant and superior legal and property rights. 10 . No material stockpiles are allowed in UTRWD Easement. 11. Storrnwater shall drain away from UTRWD easement; no storm drainage structures are allowed in UTRWD easement. 15.27 ACRES fir/ O THE UNITED STATES �- N '\\\ 1 ($' Ln in 6 I 6 OF AMERICA S Q S I I n 13455 Noel Road, Two Galleria OfficeY Tel. No. (972) 770-1300 79 VOL. 2565, PG. 185 , \ P 1 �' � _ — ____ Tower, Suits 700, Dallas, Texas 76240 FIRM # 10115500 Fax No. (972) 239-3820 D.R.D.C.T. d " I U? <- \ — — Q $1� Scale Drawn by Checked by Date Proect No. Sheet No. ' $ Z 41 5 1' = 60' SRD DJD Nov. 3 OF 6 Jig 0 OWNER-- 1 4 $ LENNAR HOMES Filed for Record 81 yr 1707 MARKET PLACE BLVD. in the Official Records Of: ' m' ' I 387.58'08•Ei1,500' IRVING, TX 75063 Denton County m NORTH PFc \ --'� TEL (214) 577-1056 On: 12/6/202311:08:51 AM C 0: ELIZABETH BENTLEY 1� m In the PLAT Records ` 81b P 3 $ FOREE RANCH PHASE 5 \\ _—__—_—_—_�__�_____ r—----_—— 4 — — — — `__muff MEW .. Now _ME ENGINEER/SURVEYOR: Doc Number:2023-410 Z�7o , \ �A/' I KIMLEY-HORN 8 ASSOCIATES Number Of Pages: 6 s57°55�oe°Ei15.oa Amount: 300.00 GRAPHIC SCALE IN FEET SEE SHEET 5 13465 NOEL ROAD Order#: S $I TWO GALLERIA OFFICE TOWER By: PM eo 0 30 ep 120 �d' \ / / i ( 2 SUITE 700 DALLAS, TEXAS 75240 1" = 60' Q 24X36 j � tl \ �; / I 5 , — — 972-nal3oo - _ -- %� 1 \ C/0: MATT DUENWALD, P.E. GRAPHIC LOCATION OF '�,T. 20' DRAINAGE ,.I 25' 25' J� M MIT", r N . I � . r. 01III Il�— 1I�.,., 1 I ill � �_ NORTH GRAPHIC SCALE IN FEET 6.0 0 3.0 eo 120 1" = 60' @ 24X36 SHEETS Is rrn CROSS RCUM A 9 \ LEGEND: --o ► = STREET NAME CHANGE 1 b 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 W 8I L Iw FNC. = FENCE 9 HOA = HOMEOWNERS' ASSOCIATION I 1 B.L. = BUILDING LINE S89•01.5rE 120.00' D.E. = DRAINAGE EASEMENT 9 ` 15.00, -1-HOA - - i W.E�= WATERAEASEMENSEWER EASEMENT U.H.B.E. =UTILITY HIKE AND BIKETRAILEASEMENT P.R.D.C.T. = PLAT RECORDS OF DENTON COUNTY, CALLED 419.1344 ACRES ►' - _ - L12 FOREE DRIVE oocNO. zo zo�7o �2 TEXAS L8 L13 L17COUNTY, TE:XASCIAL RECORDS OF DENTON 1 L11 O.R.D.C.T. L1 g L23 L27 89-01"58"E 110.00' S$9°01'58"E 210.00' L16 ° " L21 0 L26 R.P.R.D.C.T. =REAL PROPERTY RECORDS OF L9 0.0o L14 S89 0158E 200.00 L19 S89 0158E 200.00 S89°01'58"E 104.08' DENTON COUNTY, TEXAS - - ^- - -- --F91 -- --- 10. . f( U.e.&BB.�. -. L10 / ------ - ------ 1 aU.E. & s.L L15 / - 1a U.E. & s.L L20 / - - 00, - - _ - _ io u.E. & B.T. - L25 HOA-3- - - s.�'. S7°56'45"W �A -BLOCK DESIGNATION 1 _ M $ I b 71 1 8 m �I m 8 9 °,' =1 5L 1 10 s 11 I m 10 11 m w r•o 33.5T �L . 8 I o a N of 8 o N Ib sa+rol ss-E 110. b1 I� I 14.93' Upper Trinity Regional Water District Notes I _ I 1 s89°01.58"E ,20.0a I N89 T5rw-,ia -f- - - se9�oissE a,o.oa �_ gIb m 59 5 N89°o158'W 110�- N89•o158°W iio.00' ,� W I " Ne9°m 5s•w 120.00' ( '--' i -T I N Upper Trinity Regional Water District (UTRWD) Exclusive Easement Document o �. 1 N I 25' 25' I Ig 10 ( 25 25 g s1 I $ 25 125 I $ I 25' 25 .-- I $ $1 1 g $ I gl 1� I 9 g 12 (al Ig I 9 :1 12 � Nf o, ON 110. ' #2017-156275 protection criteria: Ig aI 6 W g1 9 I�l 7 $ I -"- - - ICI ig z I W rr I $ i " I ( „ I �� I 58 1. The minimum depth of all pipes within the easement shall be three (3) feet from 5 - ++--=-1-1-- - -- - ,� g 11 $ $ I $ $ I g - „- the top of the pipe to the surface of the ground. I y I Is g1 8 s 13 Ig � 8 g 13 Ig I ' 25' 25' �g I 5 W 1 10 I $1 I I$ I $- { I I I I $ I g W i 6 I n I 1-- - „- I 57 2. The surface grade shall not be changed by more than 1 foot without written 9� ] 1 I - !/! 1 I �� 1 $ g I 7 12 I� ��� 14 g� W 7 gl 14 19� I - approval from UTRWD. F 9•o1,58"w 120.00' 1 - W I $ - W I " ) W ,, I $ $ I 3FG]. Streets / Pavement crossing UTRWD easement must be at 90 degrees angle. All i I"W - - - - I - - - „- oho W �91 56 paving within the easement is at risk; at risk means that UTRWD will not replace WO4 BIS 11 a 0 5 1 S I $ I $ w $ I `r �-�- - - LL KLLB A LLccRES paving within the easement. 1 I J 13 F- 15 I o I $ $Q " 1 v l fl' I �� g wf l 6 QK e i N l W I 6 © 15 i W 0 I DOC. NO.2022-30170 L 08°5803"4Y 120.3T T_ - - n iI go�_ � ( c I (� � I O.R.D.C.T. 4. Ail crossing of the easement shall be submitted to UTRWD for review and I( �) I ) A I "' ' c W - W °u�i W g l 55 g approval. la 3 SI 12 I $ 4 $ 14 -dill R o L11 1 5 a 16 le IX 91 5 9 16- 10 z it -n z O" I „ 1 - 5. UTRWD will not allow drilling or excavating activities and permanent structures I I �- 1 54 including fencing within the easement boundaries. ' Q 5 � 125.83' I V �! ----fig 1 15 I I4 $ 17 I$ $I g s I I -+r S � g g 4 3 17 I 1 6. The pipeline cannot be shut down and shall be always protected in place. !N e! 2 13 Via) ICI 3� n I I I I " I I� gl 53 �' - I - o 7. Adding landscaping within the easement require UTRWD approval. Landscaping 389'01'S8"E 120.ar I ' ' I _ 1 ' ' I ' '� _ 16kill I g $ I $ - - placed within the easement is at risk; at risk means that UTRWD will not replace 4 483p� I " S (� 3 g 1$ 1 g g I "3 g 1$ I '$ I " o landscaping within the easement in the event we need to access the easement / s, 14 I $ I $ I $ _ - _ _ I ( _ - I or pipeline. UTRWD will not allow deep rooted trees and other landscaping that I I 2 n I 1 „ I I - 11-- I I ( 52 impedes our ability to operate and maintain the pipeline. S89-o1_M �3o.oa I I Ig 17 1!? j 2 11 19 1 g $1 2 19 ++� I 1 g �r B. Any structures/foundations or other improvements within the easement is r N88ro1'S8w tzo.ao' I ' (' 1 Nse°o1 sew �,o.ar se9°orsa�E ,io.oa 1 N�•aisew �io.ar swro�'Se E �1o.oa Ns9ro,Sa�nr �1o.oa I ' g h prohibited. Contact UTRWD at developmentreviewdutrwd.com or 972-219-1228 15 I g� 1 I S1 I - W' j Ir j �'"'j la 51 72 hours prior to constructing any structures/foundations or other improvements �, ♦ # 1 $ bl 8 I = 8 I b b $ Na9°or5s�v ,10.00' ability 1 b $ b d $ that could interfere with UTRWD's abili to access operate and/or maintain �`zr2 `19.79• IVU.E.&B.L I l8'� 1� `I 1 20 �I 1 20 within the easement. II moo' u_E. & B.L. 4 l IV a E. & B.� l 1 50 15� 1 i r - ` t00.WON 100.00' �. 100.ar 100.00' C14 �""' ""� rn - `� 9. UTRWD hereby retains all its preexisting dominant and superior legal and Property g e , a - - N ^'oT20-yy 105.28 rights. -�. ?°8�. 1' $I N LOSINO I 8_VIO1�5sE AVENUE i . I I 1IIl � rTN LOSINO AVENUE 10. No material stockpiles re allowed in UEasement. _0-oo*" a0.ar _40 _40.ar 40TO;" 40.a ---0- ar oT 19.6 10 U.E - 11 Stormwater shall drain away from UTRWD easement no storm drainage20 -i5SEE SHEET -2B ❑G 2o'B.L structures are allowed in UTRWD easement. P21 22a' N1 gI gI I CITY PROJECT NUMBER. 21_00452_01 I I I I I I I I I I I 43 I 44 45 ci a 46 _47 ❑G=FINAL PLAT N o N793429W 01 193T F 31.83 244 RESIDENTIAL LOTSHOA-1 se" 40. a000' .ar 01, OREE RANCH, PHASE 5 W N901'58"W 1159,84' N89°o1'58W wmr7 1159.84' SI8" IRFc BLOCK F, LOTS 58-81, BLOCK G, LOTS 1-8, 10-59, BLOCK H, LOTS 1-46, 1.669 ACRES N 2T MUSTANG BLOCK I, LOTS 1-15, BLOCK J, LOTS 1-18, BLOCK K, LOTS 1-20, BLOCK L, LOTS 1-20 N CALLED 25.70fi ACRES -KtIA- I ( T2,695 SQ. FT. 1" IPF 1 ALLISON MOODY 457.17' SUD S.S.E. I I I I BLOCK Z, LOTS 1-13, BLOCK AA, LOT 1-22, BLOCK AB, LOTS 1$ a � SARTIN AND FRANK INST. No. I 40' T. NO. cE EASEMENT 12 OPEN SPACE HOA LOTS _ `� I � O.P.R.D.C.T, I '�) I I INST. NO. I v I RIVERA I O.P.R.D.C.T. 76.7371 ACRES SITUATED IN THE JAMES BRIDGES SURVEY, ABSTRACT NO.36 DOC. NO.2017-109022 I CALLED 419.1344ACRE3 I I TOWN OF PROVIDENCE VILLAGE, DENTON COUNTY, TEXAS O.R.D.C.T. I KLLB AIV LLC 1 DOC. NO.2022-30170 O.R.D.C.T. ( I 1 1 K>>> ,I �m e 13455 Noel Road, Two Galleria Office Tel. No. (972) 770-1300 Tower, Suite 700, Dallas, Texas 75240 FIRM # 10115500 Fax No. (972) 239-3820 Scale Drawn by Checked by Date Project No. Sheet No. 1" = 60' SRD DJD I Nov. 4 OF 6 E OWNER Filed for Record o LENNAR HOMES in the Official Records of: 1707 MARKET PLACE BLVD. Denton County 1RVING, TX 75M On: 12/6/202311:08:51 AM m TEL (214) 577-1058 In the PLAT Records C/O: ELIZABETH BENTLEY FOREE RANCH PHASE 5 Doc Number: 2023-410 Number of Pages: 6 ENGINEERISURVEYOR: Amount: 300.00 KIMLEY-HORN a ASSOCIATES Order#: 13455 NOEL ROAD By: PM TWO GALLERIA OFFICE TOWER SUITE 700 DALLAS, TEXAS 75240 972-770-1300 Y CIO: MATT DUENWALD, P.E. ; I c € Mill,.. I 'g o \V � ► of � l 4 0� J W C lii SEE SHEET 3 81 R b( S87"58-08•E PFC ,\ 7°58 E 18. '� (> m \\ �. $lam R 3 $ �aa aaaa -- as aaa a.�aalaaaaaaaaaa a 11�aaaa�lt lwra�lr a a +" as=aaaa saw 'A ( S87"58 QB"E 115.U0' e o' DRaiwoGE I � $ ( � GRAPHIC LOCATION OF FfASEMEr =i �' 25 25 (� Ui APPROXIMATE 100 YEAR b �� FLOODPLAIN PER FEMA PFC \ "� 88r58 11 ---MAP NO. 48121 C0405G MAP REVISED APRIL 18, \ 2011: (ZONE A) \ / I `° ACCESS \ EASEMENT i- TRACT NO. L-1002E ACCESS EASEMENT (1 (( I ~ AREA SUBJECT TO ELEV. OF 53T FGj AND BELOW Ito FLOWAGE EASEMENT 53T CONTOUR , \\ I / HOA-1 V- VOL. 427, PG. 396 , 1669 ACRES AMENDED IN BASED ON TOPOGRAPHIC . , \ ( - � VOL. 437, PG. 88 SURVEY COMPLETED IN 1 72,695 80. FT. APRIL 28, 2021 ` Srl �, 0M- ,', OCALLED 419.1344 ACRES I� .rk 3 KLLB AIV LLC I 4f \�\ 7 \ Z DOC. NO.2022-30170 O.R.D.C.T. N 15.27 ACRES THE UNITED STATES OFAMERICA •�''� \°o CALLED 26.706 ACRES VOL. 2565, PG. 185 i \ D.R.D.C.T. '�i ` \ \`�\ ALLISON MOODY \\� SARTIN AND FRANK AILED .� \ \ \ RIVERA Y i \ \ DOC. NO.2017-109022 �� ��,•� � \ \ � r.,y O.R.D.C.T. i°'00*44.\ \ \ GRAPHIC LOCATION OF HOA-2 \ APPROXIMATE 100YEAR PFC FLOODPLAIN PER FEMA % 967692 8 SO. FT. ,69 ACRES _._-MAP NO.48121CO405G \ MAP REVISED APRIL 18 F 2011: (ZONE AE)�? PFC 4W* \ �Tu?6,0 REMAINDER OF ~ 50' MULTI -LINE WATER tiss 8 FIBER OPTIC EASEMENT "rRACT 1" LOT 3 - HOA 7� DOC. NO.2o05.47929 0.051 ACRES ss O.R.D.C.T. N87 3124"W 12629. 2,210 SO. FT. S t� TRACT NO. L-1007-1E �6337.51 9=2' 20.00' FLOWAGE0ACRES ' EASEMENT N87'311241W VOL. 427, PG. 395 1-IPF D.R.D.C.T. RIGHT-OF-WAY �s $ 61571.23' DEDICATION PKF 0.0652 ACRES- 2,842 SQ. FT. FISH TRAP ROAD BY THIS PLAT (A VARIABLE WIDTH RIGHT-OF-WAY) Copyright ® 2023, Kinley-Morn and Associates, Inc. All rights reserved GRAPHIC SCALE IN FEET 60 0 30 50 120 1" = 60' a 24X36 LINE TABLE LINE TABLE LINE TABLE LIN CURVE TABLE NO. BEARING LENGTH NO. BEARING LENGTH NO. BEARING LENGTH NO. NO. DELTA RADIUS LENGTH CHORD BEARING CHORD L1 S16'34'14"E 60.00' L26 N00'58'02"E 8.50, L62 S15"1240'E 14AW L77 C1 0'36'38" 990.00' 10.56, N73'44'05"E 10.5V L2 S60'1652'E 14.06' L27 N45'58'02"E 14.14- L53 S71"27271W 13.27' L78 C2 1'20'58" 1060.00' 24.96' N74°26'01-E 24.96' L3 814'5T31"E 6.65' L28 N12'4744"E 60.00' L54 S06"2847"E 14.61' C3 14'2232" 930.00' 233.3-V N69'5901"W 232.72' LA N75'06'29"E 50.00' L29 N33-41-03-W 58.50' L65 N79'•41'52"E 14.61' C4 26-14'13" 650.00' 297.65` S75'601"E 295.06 L5 N14'5V31"W 8.68' L31 N90-WOO"E 33.88' Lye SW51-58-E 14.18' C5 57-55'51" 1020.00' 1031.31' 844-2T51"W 987.93' LB N30'06-29"E 14.14' L32 N31-5T46"E 9A5' L57 N18.OT09'W 14.82' CB 15'29'55" 800.00' 216.40' S07'44'68"W 215.74' L7 N75'W29"E 99A7' L33 S29'4T20"W 25.00' L58 N25'4T13'E 89.40' C7 29'46'11- 375.00' 194.84' N75*W55"W 192.66' L8 S44'01-56"E 14.14- L34 S44°01'58'E 28.28' L59 N25'4T13'E 72,71' C8 62'15'41" 425.00' 461.83' N29'0659"W 439.44' L9 900158'021W 8.50 L35 S79-33-08-E 13.93' L60 S26-49-25-W 39.61- C9 60.01700" 300.00' 314.16' S27-58-08"E 300.00' L10 S89-01-58"E 50.00' L36 812'11'02 W 13.9Y L61 S63 10'35"E 20.00' C10 6-4713" 300.00' 35.71- N33.11-WE 35.69 L11 N00°58'02"E 8.50' L37 N48-29-50-E 13.59 L62 N26.4725"E 28.08' C11 28'49'18" 425.00' 213.7V N15°22'41"E 211.54' L12 N45-68-02"E 14.14' L38 S44'01'58"E 14.14' Le3 N2s-4T13'E 112.58' C12 15'51'33" 375.D0' 103.80' N06'5T44"W 103AT L13 S44.01.68"E 14.1N L39 N45'5VO2"E 14.14' L64 N09°5936"E 31.27' C13 34.39'05" 375-W 226.79' N16'21'30"W 223.36' L14 S00'58'02"W 8.50' L40 S44-01.58"E 14.14' L65 N15"12-40'W 22.57' C14 28'49'18" 325-W 163AW S74'37'19"E 161.7T L15 ' S89-01-58"E 50.00' L41 N45'58'02"E 14.1,V L86 N80-19-11-W 56.07 C15 97-48-34" 48.00' 81.94' S6wiT58"W 72.35' L16 NOD-58.02-E S.50' L42 N44'01'58"W 14.14' L67 809"40'49'W 20-W C16 92'33'42" 61.50' 09.35' S16'30'54E 88.90 L17 N45.5810YE 14.14' L43 N45-58'02"E 14.14' L68 880-19-11-E 56.02' C17 87'56'05' 60.00' 92.09' N73'14'12"E 83.31' L18 S44.OVW"E 14AW L44 SW01-58"E 14.14- UM N27'12'15'E 17.64' C18 81°59'32" 77.00' 110.19 N21'4T59"W 101.03' 1-19 S00 W02"W 8.50- L45 N45'58'02"E 14.1-W L70 N72'12'15'E 37.01' C19 184'05'33" 50,00' 160.65' S46'2824"E 99.94' L20 S89'01'66"E 50.00' L48 S44'01'58"E 14AW L71 S17'4T45"E 20.00' C22 11T15'38" Saw 102.33' NOO-39-41"E 85.W L21 N00'58'02"E 8.50' L47 N4595VO2"E 14.14' L72 S72°12-15"W 28.7T C23 122'34'47" 50.00' 106.97' SOO-44-28-W 87.71' L22 N45'58'02"E 14.14' L48 S44'01'58"E 14.14' L73 827'1215"W 9.36' L23 S44'01'58"E 14.14' L49 N45.58'02"E 14.14' L74 847'01'52"W 96.6T L24 S00'68'02"W 8.50' L50 818-14-48-E 14.8T L75 N47-01.52"E 76.67' L25 S89-01.6WE 50.00' L51 N76°4902'E 14.6T I us 1 S42'58-08"E 1 20.00` ii VICINITY " m it LEGEND: -r► = 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 W.E. = WATER EASEMENT U.H.B.E. = UTILITY HIKE AND BIKE TRAIL 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 FA = BLOCK DESIGNATION Upper Trinity Regional Water District Notes Upper Trinity Regional Water District (UTRWD) Exclusive Easement Document #2017-156275 protection criteria: 1. The minimum depth of all pipes within the easement shall be three (3) That from the top of the pipe to the surface of the ground. 2. The surface grade shall not be changed by more than 1 foot without written approval from UTRWD. 3. Streets / Pavement crossing UTRWD easement must be at 90 degrees angle. All paving within the easement is at risk; at risk means that UTRWD will not replace paving within the easement. 4. All crossing. of the easement shall be submitted to UTRWD for review and approval. 5. UTRWD will not allow drilling or excavating activities and permanent structures Including fencing within the easement boundaries. 6. The pipeline cannot be shut down and shall be always protected in place. 7. Adding landscaping Within the easement require UTRWD approval. Landscaping placed within the easement is at risk; at risk means that UTRWD will not replace landscaping within the easement In the event we need to access the easement or pipeline. UTRWD will not allow deep rooted trees and other landscaping that N impedes our ability to operate and maintain the pipeline. 8. Any structures/foundations or other improvements within the easement is prohibited. Contact UTRWD at develoomentreviewcCi3' utrwd.com or 972-219-1228 °w 72 hours prior to constructing any structures/foundations or other improvements ' that could interfere with UTRWD's ability to access, operate and/or maintain within the easement. 9. UTRWD hereby retains all its preexisting dominant and superior legal and property rights. 10. No material stockpiles are allowed in UTRWD Easement. 11. Stormwater shall drain away from UTRWD easement; no storm drainage structures are allowed In UTRWD easement. z SA04.46A G01, S02 C51, PID76 CITY PROJECT NUMBER: 21-00452-01 0 52678 - A0036A J BRIDGES, TR 83, 7 . 1008AC/PART FINAL PLAT 9 FOREE RANCH, _PHASE 5 a 52663 - A0 0 3 6A J BRIDGES, TR 61 1. 6 6 3 0AC/ PART 244 RESIDENTIAL LOTS I BLOCK F, LOTS 58.81, BLOCK G, LOTS 1-8, 10-59, BLOCK H, LOTS 1-46, 11 52728 A0 0 3 6A J BRIDGES, TR 78, 5 5. 8 5 6 4AC /ALL BLOCK I, LOTS 1-15, BLOCK J, LOTS 1-18, BLOCK K, LOTS 1-20, BLOCK L, LOTS 1-20 tat BLOCK Z, LOTS 1-13,BLOCK AA, LOT 1-22, BLOCK AB, LOTS 1-8 52277 - A0 0 3 6A J BRIDGES TR63 , 10 . 8 7 6 9AC / PART 12 OPEN SPACE HOA LOTS 76.7371 ACRES SITUATED IN THE JAMES BRIDGES SURVEY, ABSTRACT NO. W 132742 A0 0 3 6A J BRIDGES, TR 65A. 1 .2 4 0 0AC /ALL TOWN OF PROVIDENCE VILLAGE, DENTON COUNTY, TEXAS K10 )))Horn me 13455 Noel Road, Two Galleda Office Tel No. (972) 770-1300 3 Tower, Suite 700, Dallas, Texas 75240 FIRM # 10115WO Fax No. (972) 239-3820 Scale Drawn by Checked by I Date Proiect No. Sheet No. 1" = 60' SRD DJD Nov. 5 OF 6 OWNER LENNAR HOMES Filed for Record z 1707 MARKET PLACE BLVD. in the Official Records Of: p IRVING, TX 75063 Denton County m TEL: (214) 577-1056 On: 12161202311:08:51 AM C/O: ELIZABETH BENTLEY In the PLAT Records FOREE RANCH PHASE 5 ENGINEER/SURVEYOR: Doc Number: 2023-410 Number Pages: 6 KIMLEY-HORN 8 ASSOCIATES 3 13455 NOEL ROAD Amount: 300.00 Order#: TWO GALLERIA OFFICE TOWER SUITE 700 By: PM DALLAS, TEXAS 76240 972-770-1300 _ C/O: MATT DUENWALD, P.E. 0 c �1 - 0 - I I ■I■brlr■.Irlrrrr��l�■■Irrrwli■irl�llu I rrrt Ili I�I� .. :; ��i�IM t? .. (, . � 1 1�� .2 .. �' . � �. , �t ...�.: OWNER'S CERTIFICATE OWNER'S DEDICATION STATE OF TEXAS STATE OF ARIZONA § COUNTY OF QENTON § COUNTY OF MARICOPA I: WHEREAS KLLB AIV LLC, is the owner of a tract of land situated in the James Bridges Survey, Abstract No. 89° 0158 West, passing at a distance of 457.17 feet a 5/8-inch iron rod with plastic cap stamped NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: 36, Town of Providence Village,. Denton County, Texas and being part of a called 419.1344 acre tract of land "KHA" KHA found for in inner el comer of said 419.1344 acre tract and being the northeast comer of a called That KLLB AIV LLC, C Owner') does hereby adopt this plat designating the herein above property as FOREE RANCH, described in the Special Warranty Deed to KLLB AIV LLC, recorded in Document No. 2022-30170, Official 25.706 acre tract of land described in the General Warranty Deed to Allison Moody Sartin and Frank PHASE 5, an addition to the Town of Providence Village, Texas, and whose name is subscribed hereto, hereby dedicate Records, Denton County, Texas (O.R.D.C.T.), and being more particularly described as follows: Rivera, recorded in Document No. 2017-109022, O.R.D.C.T continuing with the common line of said to the use of the public forever all streets, alleys, parks, watercourses; drains, easements, rights -of -way and public places BEGINNING a 1/2-inch iron rod found at the southeast comer of a called 73.81 acre tract of land described in 25.706 acre tract and said 419.1344 acre tract a total distance of 1,159.84 feet to 1-inch iron pipe found thereon shown for the purpose and Consideration therein expressed. at the northwest comer of said 25.706 acre tract; Witness, my hand this the day of r 2023. the Warranty Deed with Vendor's Lien to North Texas Natural Select Material, LLC, recorded in Document No. 2018-106981, O.R.D.C.T. THENCE South 02001'52" West, continuing with the common line of said 25.706 acre tract and said 419.1344 KLLB AIV LLC, a Delaware limited liability company; acre tract, passing at a distance of 1571.23 feet a 1-'inch iron pipe found for reference and continuing a total THENCE over and across said 419.1344 acre tract, the following courses and distances: distance of 1,606.71 feet to a PK nail found for the southwest comer of said 25.706 acre tract, being at the BY: southeast comer of a called 15.27 acre tract of land described in a General Warranty Deed to the United y South 5202741" East, a distance of 563.33 feet to a 5184inch iron rod with plastic cap stamped set States of America, recorded in Volume 2565, Page 185, Deed Records, Denton County, Texas and being in , (hereinafter called KHA capped iron set) at the beginning of a non -tangent curve to the right having a said Fish Trap Road (a variable width right-of-way); Name: � f Cta- path" central angle of 35°53'27", a radius of 1,050.00 feet, a chord bearing and distance of North 55°29'03" THENCE the boundary lines 15.27 tract, following distances; Awl-k5 r l` East, 647.03 feet; with easterly of said acre the courses and Title: j In a northeasterly direction, with said non -tangent curve to the right, an arc distance of 657.73 feet to a North 55017'55" West, a distance of 263.63 feet to a point for comer; KHA capped iron set for comer; STATE OF ARIZONA North 36°21'38" West, a distance of 177.81 feet to a point for corner; COUNTY OF MARICOPA South 16°34'14" East, a distance of 60.00 feet to a KHA capped iron set at the beginning of a non -tangent curve to the right having a central angle of 00°36'38", a radius of 990.00 feet, a chord North 18°49'01" West, a distance of 391.55feet to a point for comer; Behow me, authority, a Notary Public in and for The State of Arizona, on this day personally appeared Vm! bearing and distance of North 73°44'05" fast, 10.55 feet; , known to me to be the person and officer whose name is subscribed to the foregoing North 41 °24'38" West, a distance of 178.85 feet to a "point for comer; instrument, and acknowledged to me that he executed the same for the purpose and consideration therein expressed and In a northeasterly direction' with said non -tangent curve to the right, an arc distance of 10.55 feet to a in the capacity therein stated. KHA capped iron set for corner, North 07°53'14"West, a distance of 242.41 feet to a point for comer; //��c► Given under my hand and seal this day of v 2023. South 60016'52" East, a distance of 14.05 feet to a KHA capped iron set for comer; North 57°47'15" West, a distance of 190.44 feet to a point for comer; Notary Pubnc sue. of Arizona North 75°08'30" West, a distance of 117.27 feet to a point comer; NPry ublic, State of Texas I ZOYI C4 Mlrieope County Nathan Hole South 14°53'31 East, a distance of 8.65 feet to a KHA capped iron set for comer, My commi"lon Expiree1013012026 Commission Number 838528 North 75°06'29" East, a distance of 50.00 feet to a KHA capped iron set for comer; North 5401341" West, a distance of 158.00 feet to a point for corner; SURVEYOR'S CERTIFICATION North 14°53'31" West, a distance of 8.68 feet to a KHA capped iron set for comer; North 8804228" West, a distance of 160.27 feet to a point for comer; KNOW ALL MEN BY THESE PRESENTS: " capped iron set for comer; THENCE over and across said 419.1344 acre tract, the following courses and distances: North 30 06 29 East,. a distance of 14.14 feet to a KHA Ca I, David J. De Weirdt, a Registered Professional Land Surveyor. in the State of Texas, do hereby declare that I have North 34°53'02" West, a distance of 175.16 feet to a KHA capped prepared this plat from an actual on the ground survey of the land, and that the comer monuments shown thereon were North 75°06'29" East, a distance of 99.47 feet to a KHA capped iron set at the beginning of a tangent peed iron set for comer, properly placed under my personal supervision in accordance with Subdivision Regulations of the Town of Providence curve to the left having a central angle of 01°2958", a radius of 1,060.00 feet, a chord bearing and Village, Texas. distance of North 7402601 East, 24.96 feet; North 07*16'59" West, a distance of 199.73 feet to a KHA capped iron, set for comer, ©F.. North 00*10'45" East, a distance of 217.90 feet to a KHA capped iron set for comer, f- �P.......... T ' In a northeasterly direction, with said tangent curare to the left, an arc distance of 24.96 feet to a KHA � �� '•;cA capped iron set for comer, C^ : PPe North 11 °28'23" East, a distance of 140.01 feet to a KHA capped iron set for comer, . DAVID JDe WEIRDT o ,� f f HA David J. De Weit Date ...,... M® South 16 14 28 East, a distance o 19.78 eel to a K capped Iron Oct comer, North 00°40'17" East, a distance of 205.30 feet to a KHA capped iron set for comer; Registered Professional Land Surveyor No. 5066 ., 5066 KIMLEY-HORN AND ASSOCIATES, INC. <' • 90 '.• FES S1Q. p South 14 37 02 East, a distance of 142.83 feet to a KHA capped iron set for comer; 13455 NOEL ROAD TWO GALLERIA OFFICE TOWER, SUITE 700 """'•'" South 84°44'52" East, a distance of 196.11 feet to a KHA capped iron set for comer; S U Rv South 07°18'31" East, a distance of 96.82 feet to a KHA capped iron set for comer; DALLAS, TEXAS 75240 North 01 038'23" West, a distance of 395.57 feet to a KHA capped iron set for comer; PH. (972) 770-1300 TOWN OF PROVIDENCE VILLAGE APPROVAL South 00058'02" West, a distance. of 535.00 feet to a KHA capped iron set for comer; dave.deweirdt�kimley-hom.com st North 62047 45 West, a distance: of 100.98'feet to a KHA capped iron set at the beginning of a tangent APPROVED this the �. ( _day of 6yiem 2023 South 89001,58„ East, a distance off 10.00 feet to a KHA capped Iron set for corner, curve to the left having a central angle of 14022'32", a radius of 900.00 feet, a chord bearing and distance STATE OF TEXAS by the Town Council of the Town of Province Village, � of North 69°59'01" West, 225.22 feet; COUNTY OF DALLAS Texas. South 44001'58" East, a distance of 14.14 feet to a KHA capped iron set for comer, In a northwesterly direction, with said tangent curve to the left, an arc distance of 225.81 feet to a KHA BEFORE ME, the undersigned authority, a Notary Public, on this day personally appeared David J. De Weirdt, known to capped iron set for comer; me to be the person whose name is subscribed to the foregoing instruments, and acknowledged to me that he executed South 00°58'02" West, a distance of 8.60 feet to a KHA capped iron set for comer, the same for the purpose and considerations therein expressed and in the capacity therein stated. 00 feet to a a distance of 60.KHA Ca South 89001'58" East, a distance of 50.00 feet to a KHA capped iron set for comer, North 12049'44" East, Aped .iron set at the beginning of anon -tangent GIVEN UNDER MY HAND AND SEAL OF OFFICE this the ,� day of 2023. curve to the right having a central angle of 0801T50", a radius of 960.00 feet, a chord bearing and Town Official North 00°58'02" East, a distance of 8.50 feet to a KHA capped iron set for comer; distance of South 73°01'21" East, 138.90 feet; �ao'Yrr' MICOLE TRIBBETT a e �.,►r a TAR PU LI in and for STATE OF TEXAS r=cr =No Comm.ary pire 02-0ate 2Texas _ NO � s ;� Q= m. Expires 02-02-2024 r� ��' North 45058'02" East, a distance of 14.14 feet to a KHA capped iron set for corner; In a southeasterly direction, with said non tangent curve to the right, an arc distance of 139.02 feet to a 4y r �-�d t Q� r4 t, 4 0- Ppe KHA capped iron set for corner, : Noeery ID 130520805 ° �� " Town Secretary � South 89 0158 East, a distance of 210.00 feet to a KHA capped 'iron set for comer; North 17042'32" East, a distance of 151.84 feet to a KHA capped iron set for corner; 8 South 44001'58" East, a distance of 14.14 feet to a KHA capped iron set for comer; North 03°45'37" West, a distance of 153.83 feet to a KHA. capped iron set for comer in the south line of South 00058'02" West, a distance of 8.50 feet to a KHA capped iron set for comer; said 73.81 acre tract; a 0 South 89°01'S8" East, a distance of 50.00 feet to a KHA capped iron set for comer, THENCE South 88°52'20" East, with said south line, a distance of 75.43 feet to the POINT OF BEGINNING and containing 3,342,670 square feet or 76.7371 acres of land. North 00°58'02" East, a distance of 8.50 feet to a KHA capped iron set for comer; Bearings stem based on the Texas Coordinate System of 1983, North Central Zone 4202 , North American - a y y ( ) CITY PROJECT NUMBER. 21 �0452-01 North 45°58'02" East, a distance of 14.14 feet to a KHA capped iron set for comer; Datum of 1983. m FINAL PLAT 0 South 89001'58" East, a distance of 200.00 feet to a KHA capped iron set for corner; FOREE C 0 RE E H' PHASES r South 44°01'58" East, a distance of 14.14 feet to a KHA capped iron set for comer; 244 RESIDENTIAL LOTS BLOCK F, LOTS 68-81, BLOCK G, LOTS 1-8, 10-59, BLOCK H, LOTS 146, LL South 00°58'02" West a distance of 8.50 feet to a KHA capped iron set for comer, BLOCK 1, LOTS.1-15, BLOCK J, LOTS 1-18, BLOCK K,LOTS 1-20, BLOCK L, LOTS 1-20 BLOCK Z, LOTS 1-13, BLOCK AA, LOT 1-22, BLOCK AB, LOTS 1-8 12 OPEN SPACE HOA LOTS South 89001'58" East, a distance of 50.00 feet to a KHA capped iron set for comer; 76.7371 ACRES SITUATED IN THE JAMES BRIDGES SURVEY, ABSTRACT NO.36 TOWN OF PROVIDENCE VILLAGE, DENTON COUNTY, TEXAS North 00°58'02" East, a distance of 8.50 feet to a KHA capped iron set for corner; North 45°58'02" East, a distance of 14.14 feet to a KHA capped iron set for comer; South 89°01'58" East, a distance of 200.00 feet to a KHA capped iron set for corner, a KIm orn 13455 Noel Road, Two Galleria Office Tel. No. (972) 770-1300 South 44001'58" East, a distance of 14.14 feet to a KHA capped iron set for comer; Tower, Suite 700, Dallas, Texas 75240 FIRM # 10115500 Fax No. (972) 239-3820 Scale Drawn by Checked by Date Protect No. Sheet No, South 00°58'02" West, a distance of 8.50 feet to a KHA capped iron set for comer; N/A SRD DJD Oct. 8 OF 8 South 89°01'58" East, a distance of 50.00 feet to a KHA capped iron set for comer; -- PPe OWNER Filed for Record -- LENNAR HOMES in the Official Records Or: North 00058'02" East, a distance of 8.50 feet to a KHA capped iron set for comer; 1707 MARKET PLACE BLVD. Denton County IRVING, TX 75063 On: 1216/2023 11:08 '51 AM North 45°58'02" East, a distance of 14.14 feet to a KHA capped iron set for comer; TEL: ELIZ BETH B In the PLAT Records PPe c+o: ELIZABETH BENTLEY FOREE RANCH PHASE 5 Doc Number: 2023-410 South 89°01'58" East, a distance of 104.08 feet to a KHA capped iron set for corner; ENGINEER/SURVEYOR: Number of Pages: 6 KIMLEY-HORN 8 ASSOCIATES Amount: 300.00 South 07056'45" West, a distance of 33.57 feet to a KHA capped iron set for comer; 13455 NOEL ROAD B OrdPM TWO GALLERIA OFFICE TOWER SUITE 700 South 00058'02" West, a distance of 546.68 feet to a KHA capped iron set for comer; DALLAS, TEXAS 75240 972-770-1300 CIO: MATT DUENWALD, P.E. Copyright O 2023 IOmley-Hom and Aeeoclotes, Inc. AA right$ reserved n ymp f x.w, ..:. t[�,. :.: :;.> ,. a .gyp%,::, : y{ :.. ,,: ,. !: tL .: .... .. ." :. ., .. e tt,:�. _. X �: .r x... I. M� i� �'_. ��. ... �.��� _ � ..: f .e _ .: ,...