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SA0447A
BLOCK A LOT AREA LOT NO. ACRES SO. FT. 36 0.203 8,833 37 0.143 6,246- 38 0.169 6,928 - 39 - OA54 6,713 40 0.154 6,709 41 0.104 - 8.472 42 0,161 7,001. 43 0.139 6,050 44 0.139 - 6,050 45 0,139 6,050 46 0.139 6,050 0.145 6,335 0.161 7,011 r 0.145 6,334 OA39 6,060 OA39 6.050 52 0.139 6,072 53 0.142 6,172 54 0.145 6,328. 55 0.151 6,582 56 0.192 8,345 57 0.214 9,337 BLOCK AF LOT AREA LOT NO, ACRES SO: FT. 1 0.180 7,820 2 0.165 7,200 3 OA39 6,071 4 0.143 6.239 5 0.147 8,398 6 0.153 8,675 7 0.182 7,926 8 0.199 8,653 9 0.135 5,870 10 0.137 5,948 11 0.130 5,663 12 0.128 5,597 13 0.129 5,625 14 , 0.129 5,612 15 0.129 6,612 16 -0.120 5,220 W OA20 6,220 18 - 0.120 5,220 19 0.122 5,316 20 0.138 6,029 2t 0.180 7,843. 1 HOA 0.054. 2,369 BLOCK AG LOT AREA LOT NO. ACRES SO. FT. 1 0.165 7,174 2 0.124 5,400 3 0.124 5,400 4 0.168 7,232 5 0.209 9,009 8 0.120 5,22 0 7 0.120 6,220 8 0.120 5,220 9 0.127 5, 548 10 0.136 5,921 11 0.136 6,921 12 0.136 5,921 13 0.309 13,447 14 0.300 13.048 15 0.171 7,431 16 0.202 8,780 BLOCK AH LOT AREA LOT NO. ACRES SO: FT. 1 0.224 9,776 2 0,141. 6,134 3 0.142 6,202 4 0.145 6,298 6 0.145 6,296 6 0.145 6 298 7 0.146 6,299 8 0,146 6.322 9 0.214 9.311 10. 0.228 9,923 0,144 6,274 0,144 6,274 F 0.144 6,2740,144 6,274 0.144 6,274 16 6,115 17 flIS 6,050 18 -9,393 1 HOA 4,8 99 R.O.W. AREA TABLE LOT NO. ACRES SO. FT. R.O.W. 11.785 513,342 BLOCK AI LOT AREA ACRES 50. FT. 0.282 12,299 P 0.170 7,816 0.168 7,313 0.146 6,345 5 0.143 6,244 6 0.200 8 707 7 0.169 6,929 g OA47 6,404 9 0.152 8,801 10 0.156 6,797 11 0.172 7,476 12. 0.175 7,630 13 0.172 7,510 14 0.162 7,076 15 0.181 7,904 BLOCK AJ LOT AREA LOT NO. ACRES SO, FT. 1 0.211 9,204 2 0.139 6,060 3 0.139 6,050 4 0.139 6,047 5 0.152 6,800 6 0.152 6 607 , 7 0.148 6,439 8 0.139 6,060 9 0.139 6,060 10 0.213 9,276 11 0.385 16,789 12 0.150 6,532 13 0.149 6.498 14 OA49 8,508 15 0.148 6,363 16 0.139 6,050 17 0.139 6,050 18 0.214 9,302 BLOCK AK LOT AREA LOT NO. ACRES SO. FT. 5,305 0.119r170mg0.118O.i190.11 EO.i22 6 8 7. 0.110 5,175 8 0.119 5,175 9 0.119 5,175 10 0.119 5,175 11 0.119 5,175 12 0.119 6,175 13 0.118 6,175 14 OA31 6,700 15 0.131 6,714 16 DAIS 5,175 17 0.119 5,175 18 0.118' 5,175 19 0.119 5,175 20 5,176 21 5,175 22 r0111199 5,175 23 -5,175 24 '5,175 25 0.119 6,175 26 0.119 6,175 27 0.119 5,175 28 0.124 6,557 29 0.134 6,025 30 0.138 6,026 31 0.138 6,026 BLOCK AL LOT AREA LOT NO, ACRES SO. FT. 1 0.153 6,669 2 0.139 6,D50 3 0.156 6,779 4 0252 10,975 5 0.203 8,853 6 0.119 5,179 7 0.130 5,665 8. 0,130. 6,665 9 DA42 6,177 -.10 0.162 7,064 11 0.185 8,049 12 0.172 7,509 13 0,141 6,160 14 0.137 6,988 16 0.132 5,744 16 0.132 5,760 17. 0.132 5,742 18. D.132 5,769 19 0.136 5,913 20 0.138 5,924 21 0.132 6,075 - 22 0.139 6,075 23 0.139 6,D75 - 24 0.139 6,075 25 0.139 6,075 26 0.139 6,075. 27 0.139 6,075 28 - 0.148 6,462 29 0.148 6,462 30 0.13'9 6,075 31 0.139 8,076 32 0.139 6,075 BLOCK AM LOT AREA LOT NO. ACRES SO. FT. 1 0.284 12,366 2 0.146 6,371 3 0.146 8,371 4 0.146 6,371 6 0.146, 6,371 6 0.146 6,371 7 0.146 6,371 8 0.146 6,371, 9 0.146 6,371 10. 0.191 8,335 11 0.147 6,406 12 0.132 5,734 13 0.132 5,734 14 0.132 5,734 15 0.132 5,734 16 OA32 6,734 17 0.132 6,734 18 0.132 5,734 0.132 5,7340.132 E 5,7340.193 - 8,387 BLOCK AN LOT AREA LOT NO. ACRES SO. FT, 1 0.129 -6.631 2 0.142 6.187 3 0.330 14,300 4 0.222 9,661 5 0.137 5,986 6 0.138 6,025 7 0.138. 6,028 8 0.138 6,031 9 OA39 6,034 i0 0.139 6,037 11 0.153 6,662 BLOCK AY LOT AREA LOT NO. ACRES SO. FT. 1 0.260 11,230 2 0.167 6.849 3 0.157 6,849 4 0.157 6,849 5 0.157 6.849 8 0.157 6,849 7 0.167 6,849 8 0.167 6,849 9 OA67 6,849 10 0.157 6,849 11 0.168 7,315 12 0.336 14;609 13 0.275 11,986 14 0.145 6,307 15 0.143 6,250 BLOCK AV LOT AREA LOT NO. ACRES SO. FT. 1 0.263 11,460 2 0.160 6,641. 3 0.147 6,403 4 0.149 6,495 5 0.163 6,661 6 0.156 - _6,776 7 0,236 10.223 8 0.148. 6,430 9 - 0.131 5,703 10 0.126 5,505 11 0.120 6,220 12 0.120 5,220 E 13 0.120 5,220 14 0.129 5,640 15 0.152 6,621 BLOCK AX LOT AREA LOT NO. ACRES SO, FT. 1 0.222 9,683 2 0.210 9,137 3 - 0.354 16,400 4 0.234 10,183 5 0.244 10,625 6 0.295 - 12,868 7 0.272 11,848 8 0.214 9,331 9 0.189 8,249. 10 0.177 7,730 11 0.212 9,245 LINE TABLE LINE TABLE LI E TABLE NO. BEARING LENGTH NO. BEARING LENGTH NO. BEARING LENGTH L1 S89°56'35"W 17.9T L21 N16°4647"E 13.16' L4 S45"04'25"E 14.14' L2 N89°55'35"E 10.50' L22 S68°44'46"E 15.68' L4 N44°55'3TE 14.14' L3 S45'04'25"E 14.14' L23 S28°4720"W 13.60' L4 N38.41-26 W 15.11' L4 N69-14'00"W I$.88', L24 S67.23'05"E 13.87' L S49'05'36W 13.99' L5 N22-24.23-W 10.04' L26 N60-31-42"W 14.30' L4 S44.39'29"E 28.03' L6 S22"24'23E 11.72' L28 S28'03'59"W 14.OT L N45'20'31"E 14,27' L7 S22°29'10" V1r 14.17' L27 S72.56'39"E 13.77' L4 S44'39'29"E 14.01' L8 S44°49'OB"W 14.14' L28 S1501760"W 14.01' L S46'20'31"W 28.56' L9 S45'10'51"E 14.14' L29 N55°28'61"W 14.14' L N49-64-59-W 25.87 L10 N44'08'0&W 14.14' L30 N47'61'06"E 14.82' L 1 N00'04'25`W 25.00' L11 S45-51-54-W 14,14' L31 N44-01'37'W 13.77' L N14'53'31'W 72.58' L12 839'17'539M 15.67' L32 S22'4522W 14.97 L N34'31'09''E 28.28' L13 N44'13'40"W 14AX L33 N68'46'40"W 13.19' L64 NIO-28.51-W 76.3T L14 S45'4T09"W 14.16' L34 N18'18'20"E 13.85' L45 S87-33-37-E 15.91' L15 S84.56'15"E 14.09' L35 S71'3X51"E 14.40' L N61'37'08"E 25.35' L16 S00'OB'15"1N 12." L36 N30'36'46"E 13.80' L 8 S44°53'36W 28.73' L17 S00°54'35'W 15,08' L37 S49°D9'02"E 15.11' L09 S44'40'05"E 28.05' L18 N86"1825"E 14:18' L38 S45'46'20'NV 14.3UL-S59°38'02"E 14.41L19 N45'26'5GE 44.27' L39 S44°05'21"E 13.9S44'08'06"E 14.14'L20 N44'26'22"VN 19.98' 1 40 N40.10,06 E 12.9N45°51'54"E 14.14' LINE TABLE LINE TABLE NO. BEARING LENGTH NO. BEARING LENGTH L80 S00°04'2VE 16.00' L66 N30'6346"E 189.27' L61 N89°55'35"E 17.W L67 N52'2741"W 168.97' L62 S74.167M 33.57' L69 NOO'2VO(r W 113.41' L69 S00°23'00"F 117.13' L70 S62'27'41"E 160.94' L71 S30.53'46"W 170.89' CURVE TABLE NO. DELTA RADIUS LENGTH CHORD BEARING CHORD C1 1.13'08" 430.00' 9.16 S00°32'09"W 9.15' C2 14°30'54" 607.00' 153.77' S72.48'32'W 163.36, C3 25'18'48" 300.00' 132.64' N78'1729"E 131.47, C4 W4r03" 376.00' 358.56' S26°31'38"E 345.06' C5 40'05'28" 325.DO' 227.41' S69.5751"W 222.80' C6 20'39'33" 250.00' 90.14' N10°15'21"E 89.66' C7 9.34'14" 300.00' 50 .11' SO4 •4747'W 50.06, C8 54°31'21" 448.00' 426.32' N47'5049"E 410.41' C9 29'21'47 325.00' 166.55' S22.16'37"E 164.73' CIO 14'33'04" 1215.00' 308.6T N29'40'55W 307.74' C11 MUST' 925.00' 121,3T N18'38'67"W 121.23' C12 3'55'51" 300.00' 20.68' S59'39'13"W 20.58, C13 21'49'51" 460.00' 176.27' N88°36'13"E 174.21' C14 29.19'48" 320.00' 163.81' SO4.11'03'9M 162,03' C16 16'24'36" 380.07 100.OW N10"38'40"E 108.46' C16 27°5648" 300.00' 146.33' N78'28'00"E 144.88' C17 10'36'53" 400M' 74.10' S69'48'03"W 74.00' C18 39•D448" 375.00' 256.78' S20.18'20"E 250.86' C19 18.11'Ot" 378.00' 110.96' ND6'39'08"W 119.46' -C20 14.58'43" 670.DO' 175AW N06.15'18"W 174.66' C21 65'34'46" 325.DO' 371.9W S17'0744' W - 352.01' C22 65'34'46" 325.09 371.99' S17.02'44W 352.01' C23 36'09'i8" 426.00' 268AS' S71'69'47'E 263.75' C24 7°31'21" 375.00' 48.23' S03.50'O6"E 49.20' C26 1°40'43" 1020.00' 29.88' S7401VOM 29.88' C28 1120158" 1030.00' 24.26' N74°26'01"E 24.26' C27 1T26'21" 923.00' 260.94' N31.0734'W 279.85' C28 7*16'30" 1000.00' 126.68' S12'OB'54"E 128.80' 12'24'29" 260.00' 54.14' S83"43'20'W 54.03' 40'55'32" 50.09 36.71' S26.40'40'1M 34.98'36'49'69" I 5O.00' 32.14' N47.50'17"W 31.59' 37"47'07" 50.00' 32.97' N22°01'20"E 32.38' 80'23'56" 50.00' 70.16' S86'077WIE 64.55' VICINITY MAP aK N.T.S. - CROSSROADS n SITE FISH TRAP EL CROSS ROADS D' 0 NOTES: 1. Bearing system based on the Texas Coordinate System of 1963, North Central Zone (4202), North American Datum of 1983. 2. Lot corners will be 5/8 inch iron rod with red plastic cap stamped "KHA", where conditions allow or unless otherwise noted hereon. 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, a portion of N.T.S. this property is located within Zone A defined as "Special flood hazard areas (SFHAs) subject to PHASE &KEY inundation by the 1% annual chance flood (No Base Flood Elevations determined)" If this site is not within an identified special flood hazard area, this flood statement does li imply that the property and/or the structures thereon will be free from flooding or flood damage. d rare occasions, greater floods Can and will occur and flood heights may be increased by marnlrade 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 LT- - - - - - - I ordinance and platting statutes and is subject to fines and withholding of utilities and building permits. NORTH I 5. This plat does not alter or remove existing deed restrictions, if any, on this property. TSHEET 2 I nnE I 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 Upper Trinity Regional Water District Notes /� nn PHASE L � Town regarding any applicable fee. N Upper Trinity Regional Water District (UTRWD) Exclusive Easement Document #2017-156275 protection criteria: U I B. Easements. Any public utility, including the Town of Providence Village, shall have the right to move � and keep moved all or part of any buildings, fences, trees, shrubs, other growths or improvements o which in any way endanger or interfere with the construction, maintenance, or efficiency of its three 3 feet from respective systems on any of the easements shown on the plat; and any public utility, including the ❑ 1. The minimum depth of all pipes within the easement shall be thO - the top of the pipe to the surface of the ground. - - Town [of] Providence Village, shalt have the right at all times of ingress and egress to and from and .� �. upon said easements for the purpose of construction, reconstruction, inspection, patrolling, ca 2. The surface .grade shall not be changed by more than 1 foot. without written. maintaining and adding to or removing all or part of its respective systems without the necessity at any g time of procuring the permission of anyone. approval from UTRWD. PHASE 4 9. Minimum finished fioor elevations are at least 2 feet above the 100 j+ear flood plain. N 0 3. Streets ! Pavement crossing UTRWD easement must be at90 degrees angle. All paving within the easement is at risk; at risk means that UTRWD will not replace paving within the easement SHEET 3 a 5 4. All crossing of the easement shall be submitted to UTRWD for review and approval. O `CITY PROJECT NUMBER: 21 00452-01 a 5. UTRWD will not allow drilling or excavating activities and permanent structures including fencing within the easement boundaries. FINAL PLAT SHEET4 I FOREE RANCH, PHASE 4 6. The pipeline cannot be shut down and shall be always protected in place. ' PHASE � I PHASE 3 246 RESIDENTIAL LOTS a he easement require UTRWD approval Landscaping I BLOCK A, LOTS S 1-1 BLOCK Al, LOTS 1-21, BLOCK AG, LOTS 1-16 7. Adding landscaping withint q 0 / placed within the easement is at risk; at risk means that UTRWD will not replace /✓ I BLOCK AH, LOTS 1-11, BLOCK Al, LOTS 1-32, BLOCK AJ, LOTS 1-18 ❑ landscaping within the easement to the event we need to access the easement � 1t I I O BLOCK AK, LOTS 1-31, BLOCK AL, LOT 1-32, BLOCK AM, LOTS 1-21 LLI or pipeline. UTRWD will not allow deep rooted trees and other landscaping that l BLOCK AN, LOTS 1-11, BLOCK AV, LOTS 1-15, BLOCK AX, LOTS 1-11 < I BLOCK AY, LOTS 1-15 impedes our ability to operate and maintain the pipeline. I / C 1 7 OPEN SPACE HOA LOTS Z C 64.2211 ACRES SITUATED IN THE JAMES BRIDGES SURVEY, ABSTRACT NO. 36 9 8. Any structures/foundations or other improvements within the easement is I / r UTU RE ' TOWN OF PROVIDENCE VILLAGE, DENTON COUNTY, TEXAS 6 prohibited. Contact UTRWD at developmentreviewdutrwd.com or 972-219-1228 / / FUTURE, K'I d 72 hours prior to constructing any structures/foundations or other improvements I I ' I PHASE IM that could interfere with UTRWD's ability to access, operate and/or maintain PHASE within the easement. ) [ I I �� R Horn91 s 9. UTRWD hereby retains all its preexisting dominant and superior legal and I m e roe rights. I I / / 13455 Noel Road, Two Galleria Office TeL No. (972) 770-1300 n Tower, Suite 700, Dallas, Texas 75240 FIRM # 10115500 Fax No. (972) 239-3820 P P rtY i !/ I I ' 10. No material stockpiles are allowed in UTRWD Easement. / I •••"`JJJ// Scale Drawn by Checked b Date Proiect No. Sheet No. Z I N/A SRD DJD Oct. 1 OF 5 0 11. Stormwater shall drain away from UTRWD easement; no storm drainage / / r allowed in UTRWD easement_ / / --- - r structures are I OWNERS st u NNA R HOMES br Rec ord 0 r d / LE led 1707 MARKET PLACE BLVD. in the Official Records Of: / 1 ` IRVING, TX 75063 Denton County / / I ( 111 TEL: (214) 577-1056 On: 12/6/2023 11:08:51 AM - - I f FUTURE U rU p E C10: EUZABETH BENTLEY F the PLAT Records --1 r �j+-� FOREE RANCH PHASE 4 r PHASE Doc Number: 2023-411 III I ENGINEER/SURVEYOR: Number of Pages: 5 - - - - KIMLEY-HORN & ASSOCIATES Amount: 250.00 13455 NOEL ROAD Order#: TWO GALLERIA OFFICE TOWE By: PM N SUITE 700 �I DALLAS, TEXAS 75240 ---- -- 972-770-13DO w C/O: MATT DUENWALD, P.E. I rs . :,'4% i< 'Ili ..a i 20' WATER EASEMENT AND RIGHT-OF-WAY F. M. 2931 N45°OVID W DOC. No.2o2o-e4I10 LEGEND: 33.68' o.R.D.ca. (A VARIABLE WIDTH RIGHT-OF-WAY) 5/8" IRFC "KHA" P.O.B.t"KHZ S89°51'37"W (WOOD TXDDT .�.► =STREET NAME CHANGE N89°51'37"E S44°59'44' W MARKER BEARS IRFC 266.4T 39.14 _ N89°51'3$"E 625.39' 33.84' Noo•4G4 XDOT3'> - _ - _ _ P.O.B. =POINT OF BEGINNING �+. �. �.�.��° - � +. 6,98' - _ ., ROD W/CAP FOUND IRFC -IRON S S89°51'37"W 119.84' rn IRSC = 5/8 IRON ROD SET W/ "KHA" CAP 6.98- - - - _ - - - � `9 1 L �'� - - - --�89°51'37"VV_ - - - - - - - - 0 5i8^ IRFC IRF = IRON ROD FOUND - T 0'u.E: 62.20c-Dcoor 0.2363ACRES 1-HOA LLI ° S89°49'o9"W 106.22' PKF = PK NAIL FOUND 10,293 SO. FT. S89°49'09"W 276.73' S89 4909"W 95.0 _ _ _ - FNC. = FENCE 151.55'- - 53.02 50.00' 45.05' 50.00' 0.3300 ACRES TRACT 1 HOA = HOMEOWNERS' ASSOCIATION N ` 14,376 SQ. FT. 1.00 ACRES � b o � I � ro r`' KELBY AND SHARI TRUSTY 1 1.00 ACRES B.L. = BUILDING LINE 0 0 c W m b o 1 999 ACRES CPK INTERNATIONAL, LLG BETHEL METHODIST CHURCH OF \ N Lo N M J N N N Ay. � DOC. NO.2019-147429 DOC. N0. 29187 D.E. =DRAINAGE EASEMENT NORTH I DENTON COUNTY, INC. I ( Z" I r � � 1-HOA O.R.D.C.T. O.R.D.C.T. S.S.E.E= WATER EASEMENT EASEMENT DOC. NO.2019.49725 \ ?° I' Q m ( •�/ s I 1 I N N 1 I U.H B E. = UTILITY HIKE AND BIKE TRAIL EASEMENT O.R.D.C.T. r, N (�� �I Z0 1$ [ 14 _o I 15 I � o I' 1 ,ten I 2 ( / P.R.D.C.T. =PLAT RECORDS OF DENTON COUNTY, \ o e o o "a ® TEXAS GRAPHIC SCALE IN FEET e / �� Z Z Z c c o _ r I O.R.D.C.T.= OFFICIAL RECORDS OF DENTON so o so so 120 2' IPF \A _ I Z Z Z ��� I - .ZONED RESIDENTIAL - Q1124.79' \ - 24.06' 20' B.L.- m 20' B.L. 20.51' - ZONED AGRICULTURE 1 .. .COUNTY, TEXAS `- 22 9z °3p;A3 R.P.R.D.C.T. = REAL PROPERTY RECORDS OF 1" = 60' @ 24X36 12 26.02' 50.00' 45.05 30.24 32 /560 DENTON COUNTY, TEXAS N =BLOCK DESIGNATION // - 152.46 - - 162.46' c a - �,,\ �' 1rr'IRFC - /"' �s SALES DRIVE N89"49'09"E 304.91' �\ 4 saxsorr �� of e)gzaa.00 N83°47 _ N S89°08'06"E 129,39' O6"W 132.78' !y IN-- 117_45' -- 117.45' - - 27.27 I- 1 ��, I 14 79 g Upper Trinity Regional Water District Notes 1`° j� 11 wh of 5 S89°OW06"E 136.98' N 1 w -+ °f d m M v h o o blv I Upper Trinity Regional Water District (UTRWD) Exclusive Easement Document -Ib10 I - #2017-156275 protection criteria: LPL I N89°08'061N 127.43- h ao N89°08'06"W 133.86'�1 b 10 m01 S89°08'06"E 127.43' (_ $Ib N b �9 ( j 12 (o I 1 v� 6 ' 1. The minimum depth of all pipes within the easement shall be three (3) feet from 1 - oa ( I I the top of the pipe to the surface of the ground. S89°08'O6"E 136.98' 0 N89°08'06"W 127.43' of N89°08'O6'W 133.92' 1- LO 1 0l b 2. The surface grade shall not be changed by more than 1 foot without written � 0 9 18 I S89°OB'ofi"E 127.43� 0 13 h to 0 vl 7 6I approval from UTRWD. S89 0806E 136.98' H1111 8 - - 3.11 ACRES o N89°OB'06"W 727.43' I N89°Os'O6"W 133.99�-� 3. Streets / Pav'ement crossing UTRWD easement must be at 90 degrees angle. All Ln I o paving`within the easement is at risk; at risk means that UTRWD will not replace NORTH TEXAS IlboI 8NATURAL SELECT $ $ [$ I S89°08'OB'E 127.43' 14 1� W �1 $ paving within the easement. MATERIALS, L.L.C. Io oDOC. NO.2020-114723 In O.R.D.C.T. S89°08_06"E 136.98' I 7 cc; N89°OS'06"W 127.43' a bl N89°08'06"W 134.06' 4. All crossing of the easement shall be submitted to UTRWD for review and o approval. o0 �to � � �1 oIo S 7 (c I I S89°08'06"E 127.43' 1 15 I 1 w I Z $1 9 5. UTRWD will not allow drilling or excavating activities and permanent structures �� I I _ I I I ° - 1 ao including fencing within the easement boundaries. S89°08'O6"E 136,98' 1 I - N89 08.0B"MI 127.43 I--- N89 0806'W 134. 3 _ _ - pl 6 o to Z l of - gin I_ � 16 h � '�) 10 TRACT 6. .The pipeline cannot be shut down and shall be always protected in place. c ail S89°08'O6"E 127.43' `* It v '� (O REMAINDER OF A CALLED 2D ACRE TRA 6 1$ _ -_� I 1 d J.D. ARRINGTON - 5 .0 - o VOL. 515, PG. se5 7. Adding landscaping within the easement require UTRWD approval. Landscaping 1 _ " - N89°0806"W 134.19' -I ° " rn I _ I - I N89 0 W 127.43 25.00'125.0' I� D.R.D.C.T, placed within the easement is at risk; at risk means that UTRWD will not replace S89 08 O6 E 136.98 I I M b - - gl 5 g 8 lg l of bl landscaping within the easement in the event we need to access the easement �1 16 17 1 vl 11 or pipeline. UTRWD will not allow deep rooted trees and other landscaping that �. 20 U.E: & B.L. � rJ 1$ S89°08'06"E_127.43' ( !F L N89°OB'OB"W 124.2T _ impedes our ability to operate and maintain the pipeline.. IN I'g' 1 - N89°OS'06'W 127.43' b b b lb ° 8. Any structures/foundations or other improvements within the easement is S89 0806E 136.98 oI o 10 o S89 08 06 E 159.31 b 4 18 1 • o prohibited. Contact UTRWD at developmentreview@utrwd.com or 972-219-1228 �I I g p I. rn �1 72 hours prior to Constructing any structures/foundations or other improvements 9 4 Igl 1 1 S89°O8'os"E 127.43' 1 _ _1 ^JUSTIFY DRIVE � I that could interfere with UTRWD's ability to access, operate and/or maintain NOW08'06'W 127.43' I . 1'D I lb `r N89°08'06"W 124.35' - $ within the easement S 8 ® 19 to r zo' U.E. B.L. ,O G� S89°08'O6"E 136.98' $ 3 o v 1� gI 1 g �,K y �6 9. UTRWD hereby retains all its preexisting dominant and superior legal and in I- I S89°08'06"E 127.43' - - vl �' , t 4S V VL N 0 ' property rights. CV 3 $ ._ _ _� N89'08'O6"W 127.43' 1 I _ h $ Z to I I I b 20 N89°08'06"IN 134.42 -I .� 1 P 10. No material) stockpiles are allowed in UTRWD Easement. sas°o6_os"e 136s6' I> I I oI 2 0 I $1 2 I p►� o) - - vI � 11. Stormwater shall drain away from UTRWD easement; no storm drainage W I _ (" of S89°O8'06"E 127.43' N89°081061W 127.43' I _ v R 2 1� Q �, structures are allowed in UTRWD easement. �'� h - 21 lo^ a N89°OS'06"vv 134.49' 0 on S89°08'06"E 136.98' m I �" I P, 3 - _ O1 I�1 LIB za���` w �� m �l 11 N <u �� N81°07'S3°yy ' 1� 1 I N 1 � I-j 4.50' 129 36 0 tea- (Y/ _-V/ 30.89 00 ci O In ao � .�� �- � •o. a 4 VILE I B.L. ` - 117.27 +' ` G 21.06 3� / @ 474.79' - - - 126.98- - - - '' G s` 0 66 i� y 25.05' yj �OSD o S89°08'06"E 192.76' C3 �O 3/ /'�� �`° �, 5 rnI - - Qj 1a cs WOOD FENCE 30.77 1 • / m_ ` 7 CALLED 73.81 ACRES C? 42 39 / �� i, 6 `�e8 \ CORNER POST 32.50' NORTH TEXAS NATURAL �_ - - �� 42 _' i0 ?\ _ N89°55'35"E 551.58' SELECT MATERIALS, LLC S89_08'06_E 126_98_ r �' 37_40 39' ® 59' ... ,�.��. �.00=7 DOC. N0.2018-108981 °23 .�. ... - 2a u.E. a 6.L. I N `'cr $ \ (` 10.30' i 42"E 116?4 g0. 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 47.86 47.86' 45.00' 45.00 45.00' O.R.D.C.T. o w �� rn"E N78°45 39 L61 w ail f 9 1°L cr �►•431 53• I _ p w G L6 v > °C�'�0 34•. r,�78 b b O QV O I io g O lri ZONED PLANED b of bi ° 8 ' - ' O O DEVELOPMENT ® 11 m o u� ui 1 .; q1 $ b o o o o L ce) o . N L6 to C 1.63' ai 1� 11 10 ,N a�25E 11�a2 �, M N Cl) r r TI T1 =�-� {II TI ®WI S89°22'09"E 136.99' I I--- - -I �r°A�$� 2 N �IIIII 311�Ln I 32 NI IN I `� o°� -� �' �w a IW NI NI NI NI 24 N1 25 N1 26 al 27 �1 28 N) I 291 30 N 31 N 10 h I �0 96� �3 1 m 18 I P 19 N I 20 21 $ 22 23 o 0 o g o o `' �ZO� as° \N, N o 0 0 0 0 o z Z Z I z Z z I 6 �� m 17 Z z z z z z 20'B.L. c N83-48 ^E 141.08' 1 I `G°, T� �g2 �20$ �'� ND'�', 16 o 20` B.L. _ - - - - - - - - - - - - -10 , _ - r N °31'31 g.83 e�° t� 14.62' to' lL€ _ Ihl 5 O, 1NT6� f3A � A5' 7.06 �`r.3p° 5 A2 53' 28.50' 45.00' _45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 47.88 47.8G-45.00'-45.00' 45. VI L1 9 5AS,53 uNi o N 25A' 2 ' 2�+ oa \lr /53' N89°55'35"E 587.58' o. �' - - N76°59?ere 1� `-14 tiYoe 14 /y3 RODEO DRIVE sue\45.--$�d'� --- - - -- - tD' U.E. 13 1 a.os zo' B.L. bk,'F� 3.94' ' �s!�' b 2o'a.l. o b b SEE SHEET 3 0l of oI of gl ►o. Nio°�o'0`'"� ��w \ r\ 12 0� �°' �!� � 1-HOA [ 191 r 1 � I � I � I � I T 1 ES 7 \\\ �o�� ��; /i/ ro 1s,911 SQ0.3882 . I 1 l 2 I 3 14 N I 5 to 6 17 N 1 g � g N 10 N 11 N 12 N 13,N 14 1 1 \d) Ilk //// 4?38 S ® o 0 CD 0 0 o Z z Z z Z Z Z z I bo I� g0°�20� 62� \\�� \ \�L1'-5-/` 9hp0 /// J� ^ 42 N81°58'50" z z z Z Z - �? ' ry .3g' 42.38 45.09 45.00' 45.00' 45.00 45.00 45.09 45.00 45.00 1 45.00 1 45.00' 1 45.00 1 45.00 I 50.OD' N 6 /� CD 43.94' 1 I I I o I 1 c., .oe® \ °' f / / c� 86°2311w. i IW 6 �ry 31 N b b b b o 0 0 b IN LO �n n 6 / \ \'s7� °�O N uj l[') Ib to ` ui ai r LO I Cl)4 s ry ! ^ 29 28 �I 27 I 26 1 25 I 24 �I 23 I 22 I 21 NI 20 � 19 to 18 M 17 � 16 0l 15 N Sj�' ^��°�_ r6 4 \\\ O I LO LO NI co NI N1 NI N1. _ NI N1: - 1 ® I z / � � NI _ _ _ � � O 160\\ ry rn � � � � � o 0 0 ° I o) ° 1 0 SB8° / 2S 5.0 / \06 07 `` N o 0 0 0 0 0 o Z Z Z z ry �. OgyO"� 5 v .0, \ \ `6� ` ` �� M z z z z Z z z z zo uE. - - - - - - 8.15J U / 5/8" IRFC ems' ti J ��/ / \ 0 60.01'- - - 45.00' 45.00' 45.00' 45.00' 45:D0' 45.0Y 45A0' 45.00' 45.00 45.00 45.00' ��' °KHA" /a , % / \ \ `Q _ 26.50' 25.13 - - - fie 150.92' 4 t i r g s= s VICINITY MAP N.T.S. SITE CROSS ROADS NOTES: 1. Bearing system based on the Texas Coordinate System of 1983, North Central Zone (4202), North American Datum of 1983. 2. Lot comers will be 5/8 inch iron rod with red plastic cap stamped "KHA", where conditions allow or unless otherwise noted hereon. 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, 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)" 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. Easements. Any public utility, including the Town of Providence Village, shall have the right to move and keep moved all or part of any buildings, fences, trees, shrubs, other growths or improvements which in any way endanger or interfere with the construction, maintenance, or efficiency of its respective systems on any of the easements shown on the plat; and any public utility, including the Town [ofj Providence Village, shall have the right at all times of ingress and egress to and from and upon said easements for the purpose of construction, reconstruction, inspection, patrolling, maintaining and adding to or removing all or part of its respective systems without the necessity at any time of procuring the permission of anyone. 9. Minimum finished floor elevations are at least 2 feet above the 100 year flood plain. 10. See Sheet 1 for Lot area and Line and Curve table. a CITY PROJECT NUMBER: 21-00452-01 FINAL PLAT m FOREE RANCH, PHASE 4 246 RESIDENTIAL LOTS BLOCK A, LOTS 36-57, BLOCK AF, LOTS 1-21, BLOCK AG, LOTS 1-16 BLOCK AH, LOTS 1-18, BLOCK Al, LOTS 1-15, BLOCK AJ, LOTS 1-16 BLOCK AK, LOTS 1-31, BLOCK AL, LOT 1-32, BLOCK AM, LOTS 1-21 LL, BLOCKAN, LOTS 1-11, BLOCKAV, LOTS 1-15, BLOCKAX, LOTS 1-11 _ BLOCK AY, LOTS 1-15 7 OPEN SPACE HOA LOTS 64.2211 ACRES SITUATED IN THE JAMES BRIDGES SURVEY, ABSTRACT NO. 36 TOWN OF PROVIDENCE VILLAGE, DENTON COUNTY, TEXAS W a Ki>> m �eHorn g 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 b Checked by Date Project No. Sheet No. 1" = 60' . SRD DJD Oct 2 OF 5 -- - g OWNER Filed for Record LENNAR HOMES in the Official Records Of: 1707 MARKET PLACE BLVD. Denton County IRVING, TX 75063 On: 1216/202311:08:51 AM m TEL: (214) 577-1056 In the PLAT Records C/O: ELIZABETH BENTLEY FOREE RANCH PHASE 4 Doc Number: 2023-411 M Number of Pages: 5 ENGINEER/SURVEYOR: Amount:250.00 A KIMLEY-HORN & ASSOCIATES Order#: 13455NOEL ROAD By: PM m TWO GALLERIA OFFICE TOWERy SUITE 700 DALLAS, TEXAS 75240 972-770-13DO w C/O: MATT DUENWALD, P.E. LEGEND: _ _ po° 3 - RODEO DRIVE 0 L2 \N \6,\ \ems �iQ2:>- -- _________________________T � ____-__-_______________� -•w- = STREET NAME CHANGE 8 \ \ \ sw\ 13 - I \ --"' -' - - - , -- - P.O.B. = POINT OF BEGINNING e\ / g / i_45.00 45.00 4- -45.00 _45.00_ 45.00 5_00 45_00 45 00 45.00'-( 4-5.00 f 45.00 29.50 IRFC =IRON ROD W/CAP FOUND �N p3 \ �\ 'vr, / �`L .0v % 1?9 08- 18.08" �a u7` - - - - - - - - - -} - - -} - 1oTu.E. IRSC = 5/8" IRON ROD SET W/ "KHA" CAP o "c 11A i o nv yo 3.94' > ///'� za�� o 0 0 0 o I I zo' B.L IRF =IRON ROD FOUND N1°°1op5 \\� \ \\ 12 /��°a / i $ o g $ � I $ I g I L I Ln PKF = PK NAIL FOUND 7 \ \ \ o�� /i i 1-HOA ,, � I r ti 0o1 / �� 16,911 ACRES 11 12 13 14 I I HOA = HOMEOWNERS ASSOCIATION \ \ / B.L. =BUILDING LINE \ \ \� / ti / �p0 // / / / Ns44T 16 911 SQ. FT. I 1 N I 2 N I 3 4 N N �v N N Lo N N N co ° f N In V% N to 1(') 04 � to t[1 In to D.E. = DRAINAGE EASEMENT I (�3 ! \ / / 42 ?S" o o a o S.S.E. = SANITARY SEWER EASEMENT rn A6 \\ 6 / v ' 38 ®° z z Z z z z z Z $ g I ' O/ / 0 0 W.E. =WATER EASEMENT �� °y63° ` �w. \ L15 �5 �/ /6 /o N81 5850" z z z z z �62 �� /$1/ / r 4238, 42.38, 45.00' 45.00' 45.00' 45.00' 45.00' 46.00' 45.00' 45.00' 1 45.00' 1 45.00' 1 45.0V 1 45.00' 1 50.00' 1 M U.H.B.E. =UTILITY HIKE AND BIKE TRAIL EASEMENT CALLED 73.81 ACRES ✓ \ /,// 3 23. - - - - - - - - - - - - CV P.R.D.C.T. =PLAT RECORDS OF DENTON COUNTY, NORTH TEXAS NATURAL / \ 99 / / / ^ �"IN 43.94' TEXAS SELECT MATERIALS, LLC / ® 1 _^ `O / <c / ^ 86°23'10 ( 1 I 1 0 ( I cV O.R.D.C.T.=OFFICIAL RECORDS OF DENTON DOC. NO.2018-106981 ,-/ 6153 te a° l -' / 12� /rye 31 N o 0 o b 0 0 0 o r' I I W O.R.D.c.r. /_ �o' 6 / '� \'sue / . o o c $ S o 8 0 0 0 $ o 1 COUNTY, TEXAS / rn / •►/ 7 ° N N ,ri ui v> +n u� vi ui N ui ai ,ri - 1 R.P.R.D.C.T. = REAL PROPERTY RECORDS OF / / N `�� 30 3 1 I •-1 I I " 1 r l ( r 1 r fn I d DENTON COUNTY, TEXAS / �`L L18 �g� � 3 19 18 N o /�� `,� � � ti !0 29 1 28 � 27 1 26 I 25 LO 24 1 23 � 1 22 � 1 21 � 1 20 � I I I o f I 17 16 15 I I SEE SHEET 2 //°osr ° 5 /2s s o, ��-�o-,, �soo��` N N N $ N N N ❑A =BLOCK DESIGNATION $ $ o o ®a Z -----------------------------------� OF 1 .r �?s / \\ e� •_..,,� � z z z a z z z z 20'B.L. Z1 z1 zl ZI I I W IRFC SS+ \ C' 01 10' a E. �-�j S89026'30"E 473.73' „KHA„ v jn. �s \ ?o.ot'- - �� _ � .�� 1 \ ,/d// FRe�, 26.50' 2525.13' _45.00' 45.00'T5YU 45.00' a5.00' 45.00 45.00' 45.00' 45.00' 45.od' 45.00' �00 138.81' 133.3T ' ' 5 63 I 150.92 7�/ 4� / / \� \ �/4� n S48012'08'W CORNFENCE POST 1`F rnt `S7S°4g p /6 / O �/ / ® �'•�s. r. �`� '„ 64.45' _ _ _ o N89°55-35"E 477.35'_ _ S89°55'35' W 13.79' W 1 57 1 1`. 5 / /a (V �� \,� o o�` J 1so.o1' - 105.93' A=3°47'1I a �1 to 26 n DERBY DRIVE 0 tP 1 N �I `° 1 0 / 4 / \` cps �, - R=325.00 n t "' O / \ 73� 45.OV 45.00' 67.44' 118.28' o^� 1o'U.E. 115.01' \L=21.48' °31'49E151.34 t t N� S89°08'O6_E 137.2T (;w / / / HOA-1 1 - - - - - - - is u.E- -- - - � S0°04'25"E° ,� CALLED 395.3434 ACRES ris, B.L ao CB=N88 10 50 WLENNAR HOMES OF TEXAS LAND 0.8656 ACRES 1 zo B.L.!N 97.38 +C=21.4Tt �t c 3 !� N 1 AND CONSTRUCTION, LTD. 37,703 SQ. FT. la o 0 o a'n e! 21ti 56 t`� �' t 2 z I� ! ! Doc. No. 2o21-2z8as2Noz5 !^4-HOA w° �, 1" I o.R.D.c.T. 20'B.L. I o1 1 w 2 13 N 4 w ssa° o N` IJ I - JI I gl 1 N 1 W Yj 1 $ ?4`?^F 11 / !� ! 7g�24 jg"w �22.02 1 20' B.L. 10' U.E. I - - 10' U.E. 9 t6, ._��._o- , --- _. ,----------- ----- - m CV CV \ 6;0. .+/ 131.50 ` . 59.55' 46.21 --138.90 - - 262.35' - - ( 6 1 1 � S75°11'08 \w ( �' �i29 �.R 1 °ao� o °�o �N my ` 0 /�'y �l 20 .. 55 1� C� 1 BRETON DRIVE--N�o ` zzo.6r - - - N89 5535E 552.48_ _ 1 0.00' as.oa as.00' 41.97' /S 25�^F�?rs. l$ ^� y s.00°3�'Sa^Iy c al - BRETON DRIVE o -- - , -'7 ' oa /�/ _0 q / rrs� S89 5535"W 45.00' / `. 1$ 0 7 .o�/ 19 / 45se' _ 68`43_ _119.51' _ _ _ 132- - _ _ ° 54 ` v n 20' B.L. 10' U.E. , � N � r' ' 10' U.E. T° _. _. 126.62' - - - -, `A� l Z °� I j m 16 y s69 �4'S?„ /$ °Ns,? z a Nt 2o'B.L. �'- Ig 1 I� N " S F.rrsO l� .� �l 452�1,� o N `$ .E 12 w �- $ 1$ 5 0' - N89 55'35 E 173.87 _ 0' / 2 ll. y/ / 116 CP °1y2i ' o • 1-4 - \ 0 1 21e t'zN89*55WE 11. $ � 18 N N74 ,$ 1 \� `w° 18 7.98' `� 7 2.41' 122.59' 25.0' 25.0' N Sto --�+ o ?4' 53 3� 1"E 121�\ 121 p0 5 ;. �, 1"� 1'9 �p 16.01r�l N�g12.59' 15 "0 "� oh ?^'�1 rs lh/ 2S 0'20, $ Ly°w 0 [N 16g' 0' NTA°15� '' 4°152i 50 2a� q°152� 9 I� - N89°5535 E 156.08 _ q'�i 00 /v S.p r16z i o 1"E �2 5 N1 2 2 �'` N7 co ry 17NTA°152�. \ 0� Z5� $ �' �i w 9 2 17 O 6 Na558'16"E 117.00 1.- et c"?I 7.15 2 ° 40, It 52 \o \ o`t °1521"E%21 '21%21 mW. o� ° 1"e .9A 1 N IIN 1� ati0 �r1s°0 �o w/ `w 1rs I 'w 16 P NT 121 ` \1 Z o N14 $� NIA 15 § \ 1A 152 c 1 Q 18.85 ,�. ^ ? ry 'o A°15'2iE' C% v v 8.32' Lc' , " 116A0' 601 �'yr° ��. ?A S + 10 / 6 , o 77 g 3 16 t ?J o ` 5 N82 2414 E� to (� 1I .tv ; F' /oa/ 41`�/ 344S2,� 0.36' -� 61 \\,r '0 �+ �t1 1 p0�z1 p0� o r(1 0\ 11 I ` 1 I °^6 \ �6� //,�4�� / p�/ 1 11sy9 1 $ 5 100 T6°4739 12A.93I$ ° q14"E_ 1 I �� 9>t `F 1 / / 1 , \ O 116.00S ? l , N i 9, AO �o ,� N82 2 i ,ten 1 64.55' \ �>> /p 32T11•� 10.23' S22°22'06"W\ APPROXIMATE 100-YEAR \ W \ 4 5 N 'n I•^``" FLOODPLAIN PER MAP NO. y 50 t G 1 t 12p.6T w p1 tw t �t 4 0 1$ O I ° 444"W \ @�, ///°� 1 rSBj 43.83' 48121CD405G MAP REVISED ,.,C' $ , 1 " 121. a+ 12 4 1 2 Ott /h / / 14 APRIL 18, 2011 (ZONE A) o " 121.00-' N `�, ° '4T E ` ,- -"' t 101 o z 12 / 1 \SF s t17 is 49 In , ° E m NT1 I; rn N g80°48A3 W - N82°2414 E 116.00 1- I / / / S , 1.52' W � 1 I- 1 ►�� \�,�, / °/ aye\ 20.17 527012'26"W, 49 ,� �t , 5 M 14 t of 3 o $1 �1 13 q,. /01 / 13 �'se3 43.81' N 1 01 I o ® 13 - o Nt Cn / h VICINITY MAP N.T.S. 8 CROSSROADS n LIBERTY LL s 77 , tN SITE FISH TRAP - ul cRoss ROADS °40 "E 120.59' , ����'°59'43 W 12(06 `�, N N83°0512"E 121.02 I lal - - 21.72�r1182*2414-E '16.00' o I/�`/AS'?\ryS30°28'21' WhIS84°48'28"W 1 S\, / k�12 s�'•43.83' r - IwNI ° O`6 N m9 13 hI 14 �N,k °'.48 11 til `°I 2 t0 /!tia G ?o\ 13.6s °t`� a v vl t /,� / /L\ S36 13 49' W " ° _ t`/i N88°20'37"E 120.59' I "' Nn°1� o�E 117.8T n t \ / a"�/ 11 his c�' 43.82 co N89 0012E - - - I 87 45 59"W 121.07'5,2s 1 Z - 12 n wl 10.03' S88°48'52 W 126.13' W_ \� Lei\ B ti NORTH 5.10 1/ N Ml 7 12 I I e M 15 \" �� %�! y �i\ N• \ 06 47 I 16.78' ui v°0 p IC 1 1 ; a \j-.&e� / 10 �s °44'2VE 125.41' N t� / S87°33'37"E 121.00' I N83 16 24298 6�'i� _ I g \ 10 �'° 9 \ GRAPHIC SCALE IN FEET N87°3337W 120.91' I o � �� O\� \ so o so Bo 120 11.3504ACRES 1- of 5.56 1 1 t� 1`1 N 112 1 °? J �i 494,422 SQ. FT. �I_ of °06�Z9 ( I �I 11 wo\tea $z 46 I� ° f-�--- - I LO 1� ,� 3 23 O��N ,. s `�s ,,� �. 1„ = 60' @ 24x36 S87°33'37"E 121.00' N Iw N87°33'37"vY 121.00'13.33`� w I g to N �I 8 9 `a° �ry \ 6�A1 12.85' N �° 1 a 45 l01 N 1 .- N 1AZ� 4 3.53 'firo s 10 gd \s\ \ \ off° y�°z3 N 3ga�0�'�� Voss. \so\ CALLED 73.81 NORTH TEXAS ES ° S87°33'37"E 121.00' 1 L z I I 87°3337"W 121.00 i /et, x NATURAL SELECT Z co I i �J 3�6 `' s<<` °,5$'/ \ \ % 22a C g MATERIALS, LLC c 1 _ �� `�� 1 DOC. N0.2018 106981 o I MI 1 Q I :� 1y°' O. 9 ( �\ p 9 Qqs �y� 11 44 $ /� � 1 a as o �\� ° � � �o\ ° � CITY PROJECT NUMBER: 21-00452-01 O.R.D.C.T. I / 6 °. \s y6 I �\ ' )' s �Z „ \ \ syg° >? FINAL PLAT S87°33'37"E 11121.00' h ^I f °,L ,51 \\�` 1,38'O bi /'� �`' ���\ `� �`, ��i e, \\�9� OG\ 6 1 $%FOREE RANCH, PHASE 4 F 12 0 43 �, N ���s\ °1Z2�"� 246 RESIDENTIAL LOTS a\�- �\ / �`l '''a, \ s 'A n� \ \ 562 BLOCK A, LOTS 36-57, BLOCK AF, LOTS 1-2 1, BLOCK AG, LOTS 1-16 S87°33'37"E 121.00, I L55 C� 6 `� $ pm `'� ° 6°r \`�' 0 O 5 BLOCK AH, LOTS 1-18, BLOCK Al, LOTS 1-15, BLOCK AJ, LOTS 1-18 i o \ m� •03 y y w - --- - Ag' \c'�s \� \ °yy 7 w� W� d \ -Y' \ aro\ 01` BLOCK AK, LOTS 1-31, BLOCK AL, LOT 1-32, BLOCK AM, LOTS 1-21 U. cn 1.15' 99' � m F 13 od/j\�\' Q �'\ 3 1'L`Z' `� BLOCK AN, LOTS 1-11, BLOCK AV, LOTS 1_15, BLOCK AX, LOTS 1-11 a v I I yo 47 .- 3 8 2 a\ 5 \ �y \da. �\ \ �`L° �� 0 1,$' - s\ \\ °2a . BLOCK AY, LOTS 1 15 42 to 49-.28' - `'� , `� ,11Z1 \"��\ �^s� `1o° 5i \ s s7 OPEN SPACE HOA LOTS31 Z S7 ° Im ( Z oi5\ 4 a 562y9a- y�. \ �Q \ 6 3 �� °3��� \ \`� \ 4 64.2211 ACRES SITUATED IN THE JAMES BRIDGES SURVEY, ABSTRACT NO. 6 3-��?1.01 I ! �°, 3 `}y\` \ 6 qp 'o ` `h�. r"6ul .w S03 I \ Q S �20 14 \ \�,�\ °1g TOWN OF PROVIDENCE VILLAGE, DENTON COUNTY, TEXAS ul �\ Oa yp 15 \ ��R 'f,/ A� O� \ \aj\ i 12 o ° 20 O ! -� a� 60' \. L. ,fl\ -bs / �p 12 \ p o A51a .�i wa\'� \? y°r Sm % 21"�� \cr\41 l�1 1 °15 ® '� \ \ \a��° °�° i W°\,35BZ �\ - 5 18.15 A a� 120. 3yc,4-HO 3 ss •rn \ «,N � N 15 2 ,31" •',, $ ° Kis �lp-v)))Horn 5 s»° /� 1 �, I[�! 1� ,�� iyp'�`' A �s/,� "a�\ °tee" ate, 09° w�\ N61'35 o �31"S �, / � s \a, 8 O� 62 "'o " 12 u` •� Q 13455 Noel Road, Two Galleria Office Tel. No. (972) 770-1300 ® W 1.59' / Z �, 12.30 a\ S p o, flg Ems, s. ,�• - / 5 `�° ✓ i °(t8 i 1B.43' �W= Tower, Suite 706, Dallas, Texas 75240 FIRM # 10115500 Fax No. (972) 239-3820 ,. �/ Ry2 as \'coo /,5p ,/ 1,61 Y 4 ` NT \ /� 2 °, sw \pa, 9 ,� ��'* / \ 12os'w \�` / �,\ Op Scale Drawn by Checked by Date Project No. Sheet No. Zrn, I l3 ° 09"W 23;1© pT .� �.// / 6, 16 ♦ \ 0 120 �+ 40 ! ! �! S79 315•Z1 �8 \�� -' OO // G'`2 `\ \` °p$20' �. \ oo\ 31°E� `-'w 1" = 60' SRD DJD Oct. 3 OF 5 rz ! ! et CQ 11T A5.60 g9 O / O\ �5 .i I!pT\aQs84°55'11E 1.OD��3�7 a -\ .\o o °Ou U Q 145• tR" \ ��,� /� '/ ,�g'b 3 N �.� \ \ - �z, it O MER - fu i / �\ 121\ 1 LENNAR HOMES Filed for Record I 17 1707 MARKET PLACE BLVD. In the Official Records Of: \ w, \ w C0 " 39 IN co I ,' o \ i ii/ °�� / / E \� ` �\ 61°3� �� s 121p0 \ `z �J \ i\ 0`�i IRVING, TX 75063 Denton County �° N o c"ol o N \ �',� 00 / �5 '' � ov. s� 'p S 0 31"E i \ \ a\o 1 ��� ( ) ry as lv 1 U 1 N t �, ,�, 12 Nd, g.00 �/ / 1 \ O 1 AM � / Q \•�. 9 TEL: 214 5771056 On: 12/6/202311'08:5 c o N87°13'54"E 121.59' 5t�.0' rnl v �, / \ N61°35 \�\ 61 7 � 12°' P.� 20.33` a - 1 Im 13 / i j i ��w ° caw\ 2 \� ���Q' I H BENTLEY C10 EL ZABET In the PLAT Records z / \moo\ O \ 11 25,0' 25.o I 1'� 14 P i gZy ,> FOREE RANCH PHASE 4 M w \� �w �Q� 121�`' 18 \ Doc Number: 2023-4 1� 4 15 ° y as w "�1 N A=6°21'21" ENGINEER/SURVEYOR: Number of Pages: 5 3$ m - '' Ilm 3.38' �:6�g3' / ohs o /, SEE SHEET 4 \\o ©� �'\ S65°3343 �w`'a \\ <4 R=1000.00' KtMLEY-HORN &ASSOCIATES Amount: 250.00 / rn ¢ 13455 NOEL ROAD Order#: a „E 125.85' 1 �tm 6, .i� o. / \ 5 \ 1 N -? r50 L=110.93 TWO GALLERIA OFFICE TOWS BY: PM _�__�__�____�"^___�..__�_'0 9°g1,p9 w f -"47.5 �' Q (� 0 125 /� wl�� 1�3 P► 5 \ 12 �P� L6 L5 CB=S60°28'30"V, SUITE 700 JI N N7 a o 33.70 ` 50.00 / ` �O , / \ 25 \ \ 16.03' i A / I DALLAS, TEXAS 75240 9 00 °37 f - 19 ..+ O� i \ `' S67°35'37"W C=11,0.8$ - - 17.05' t 49• .� i .-"' 2 i 0' 972-770-1300 -- - --- - ---- is �� ?o'o A47.57 . Ap CIO: MATT DUENWALD, P.E. r rr+ 1, q _flow, F11 r r84E - l� J 3 `aw �'s \ \ \ 5 a 6 ° ° Q �' 14 \ \ E 1?1.01, J z/ d r I a \�'20flEl,J2w° `p�2s41 J�J 1 �I °�; ��5 ® 'A 7 \ \ \ 5�; ' n°°° \`� 5 '\ 1a15' 3007Y 5 • 0✓ 24-HOA �J I,y wa°\��\\ .� 12° n 15 \22 3T°��, ,90 yj / rn ay. S \�', ) w s aZ 6 p' �' 12 s ° �, rr 12.30' -�\ 5 n o Ems, 1 ® ^21.59' l`' z d`� /.� > 015.43 �'CV)a5?`r� \r°o,�,`4�No \-em/2 MJ M s \a, 9 oe�•3/ 120 ^ Jai/ ° 1'09„w 23 gip' 07 c�° F 2.� �' �\ \ pa to a'16 J �J 57917.57 527'Q \ rwe�j pp/ / G2 �y\ a5° n8i 1 °Z ,3t 3i,W y60' 9 / 3 1 �7 `�\ p "���,/ \�\ asQ \ Nat`-' 145.00.a\ a 10 °a / 1 °°v \ N6 3?� / \$ �,�� 9' s, /3I� I N i/a'�f17 I^ 1 / r aJ�' \6,> \ Sal I' `a rn 12 9.00 ' / O $ a1°3y �\ p� \� '�2°' P. 20.33 % o N87°13'54"E 121.59' I 010'� rnl %SEE SHEET 3 \ / 3�� ° w\ 2 N \ \m r' O / z � -- 5 5 o' [- t \ m Im 13 N ;;, \ R1w �� 15 \6'\ �� 25 0 2 I - 14 w_ / _15S as 121 18 \ Id I— 15 11.1 \\uw Q� \-e=6°21'21 ° 38 .'G3 Q � R=10i00.00' 43.38' r9L_110.93' 2585, o , \G\ 25 L5 CB=S60°28'30"W°31; W ________.____ _________"E=-�P �3 L633.70 0.016.03,� �C=110.8$' rn 17.(� orn _m37 � aa Az 50.00 Lo 1 ms o "E 12115' v�� N79og1�09,•E 14T•57 ' i 0�a� / `\ \�`�, 11�! g1� i �' N e=6°05'36"' `- t N79°3109 \w l 10.01" �� �° r CALLED 73.81 ACRES LL! v� _ - - ,,. 6 R=1000.00 \ [ NORTH TEXAS \ ,� �. i , �? B�C2 0 N L=106.35' r rr NATURAL SELECT cM ` o_ 36 �+ MATERIALS, LLC , / ' 70.16 ✓ s7 V� " C=106. ' 44 W [ DOC. NO. 2018-106981 0 1/2" IRF 3 % T �- �" 151 A2 C=106.30' 13.as' - O.R.D.C.T. Z ' 2dS° / ' 00. 0 C25 °p6r2g"W e=1°20'58" NORTH \ / / 4-HOA N16°34'14"W ro S?5 R=1060,00' APPROXIMATE 100-YEAR S° / / / 60.00 ' \ ` FLOODPLAIN PER MAP NO. , `ri5��' / /+. ® � S30°06'29"W L=24.96 ` FLOOD48121C405GLAIN MAP REVISED 6 / / I I t)4 CB=S74°26'01' W APRIL 18, 2011 (ZONE A) v/ / ® 50 g«N[ 14.14 ' GRAPHIC SCALE IN FEET \ e=0°36'38" g°062 C=24.96 D 0# #0 R=990.00' SZ S14"53'31"E // �20' S.S.E. / L=10.55' 1„ _ #1P @ 24x36 CB=S73°44'05' W N 053'31 "W oeC=10.55' 8.6 w- �{ i. e 35 53 27 N60 16 52 W \ \ 14,05 2j` \\ A 9 ����� R=1050,00' \ 10 L=657.73' CB=S55°29'03"V1J 647.03 ' \IN VICINITY MAP 4 N.T.S. CROSS ROADS SA0447AG01 SO2 C51 9 PID76 00, \ / r \ 11.92' �17.06' 52277 = A0036A J BRIDGES, TR 639 30.9321 AC/ALL 52663 = A0036A J BRIDGES, TR 61, 12.8890AC/ALL \ Upper Trinity Regional Water District Notes NOTES: 52666 A0036A J BRIDGES, TR 55, 3.630AC/ALL Upper Trinity Regional Water District (UTRWD) Exclusive Easement Document 1. Bearing system based on the Texas Coordinate System of 1983, North Central Zone (4202), North 7 7BRIDGES,TR56, #2017-156275 protection criteria: American Datum of 1983. 76 3 A0036A J 1. The minimum depth of all pipes within the easement shall be three (3) feet from 2. Lot comers will be 5/8 inch iron rod with red plastic cap stamped "KHA", where Conditions allow or unless otherwise noted hereon. the top of the pipe to the surface of the ground. 3. According to Federal Emergency Management Agency's Flood Insurance Rate Map No. - SITE 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 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 E= BLOCK DESIGNATION 2. The surface grade shall not be changed by more than 1 foot without written 48121 C0405G, for Denton County, Texas and incorporated areas, dated April 18 , 2011, a portion of CITY PROJECT NUMBER. 21-00452-01 a approval from UTRWD. this property is located within Zone A defined as "Special flood hazard areas (SFHAs) subject to FINAL PLAT inundation by the 1%o annual chance flood (No Base Flood Elevations determined)" If this site is not V^ ' 3. Streets / Pavement crossing UTRWD easement must be at 90 degrees angle. All within an identified special flood hazard area, this flood statement does not imply that the property r eRE E RANCH, PHASE 4 paving within the easement is at risk; at risk means that UTRWD will not replace and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater 246 RESIDENTIAL LOTS 01 paving within the easement. 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. BLOCK A, LOTS S 1-1 BLOCK AI, LOTS 1-21, BLOCK AG, LOTS 1-16 a BLOCK AH, LOTS 1-18, BLOCK AI, LOTS 1-15, BLOCK AJ, -LOTS 1-18 4. All crossing of the easement shall be submitted to UTRWD for review and BLOCK AK, LOTS 1-31, BLOCK AL, LOT 1-32, BLOCK AM, LOTS 1-21 U. approval. 4. Notice - selling a portion of this addition by metes and bounds is a violation of Town subdivision BLOCK AN, LOTS 1-11, BLOCK AV, LOTS 1-15, BLOCK AX, LOTS 1-11 e' ordinance and platting statutes and is subject to fines and withholding of utilities and building permits. _ BLOCK AY, LOTS 1-15 a� 7 OPEN SPACE HOA LOTS 5. UTRWD will not allow drilling or excavating activities and permanent structures 5. This plat does not alter or remove existing deed restrictions, if any, on this property. including fencing within the easement boundaries. 64.2211 ACRES SITUATED IN THE JAMES BRIDGES SURVEY, ABSTRACT NO.36 6. Ali lots comply with the minimum size requirements of the zoning district. TOWN OF PROVIDENCE VILLAGE, DENTON COUNTY, TEXAS 6. The pipeline cannot be shut down and shall be always protected in place. 7. This property may be subject to charges related to impact fees and the applicant should contact the 7. Adding landscaping within the easement require UTRWD approval. Landscaping Town regarding any applicable fee. 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 8. Easements. Any public utility, including the Town of Providence Village, shall have the right to moveimeHorng or pipeline. UTRWD will not allow deep rooted trees and other landscaping that and keep moved all or part of any buildings, fences, trees, shrubs, other growths or improvements p p p p 9 which in any way endanger or interfere with the construction, maintenance, or efficiency of its 13455 wer Noel Road, Two , Tex a Office Tel. No. (972) 239- 3820 impedes our ability to operate and maintain the. pipeline. Tower, Suite 700, Dallas, Texas 75240 FIRM # 10115500 Fax No. (972) 239-3820 � respective systems on any of the easements shown on the plat; and any public utility, including the Scale Drawn b Checked by Date Project No. Sheet No. Town [of] Providence Village, shall have the right at all times of ingress and egress to and from and -Y 8. Any sted. Contact or other improvements within the easement is p purpose p� g 1 = 60' SRD DJD Oct. 4 OF 5 prohibited. Contact UTRWD at deyelopmentreview(ci�utrwd.com or 972-219-1228 upon said easements for the ur ose of construction, reconstruction, inspection, patrolling, 72 hours prior to constructing any structures/foundations or other improvements maintaining and adding to or removing all or part of its respective systems without the necessity at any that could interfere with UTRWD's ability to access, operate and/or maintain time of procuring the permission of anyone. OWNER w 707 MA within the easement. 9. Minimum finished floor elevations are at least 2 feet above the 100 year flood plaint. 1HOMES - Filed for Record o 707 MARKET PLACE BLVD. In the official Records Of: 9. UTRWD hereby retains all its preexisting dominant and superior legal and 10. See Sheet 1 for Lot area and Line and Curve table. 1RWNG, TX 77-10 on:Den12 County m property rights. C/O: (2IZ BETH B In PLAT Records 51 AM C/O: ELIZABETH BENTLEY FOREE RANCH PHASE 4 6 10. No material stockpiles are allowed in UTRWD Easement ENGINEER/SURVEYORDoc Number: Pages: 5 11 : Number of Pages: 5 11. Stormwater shall drain away from UTRWD easement; no storm drainage 13455KIMLN-HORN & ASSOCIATES Amount: 250.00 structures are allowed in UTRWD easement. TWO NOEL ROAD By ePM TWO GALLERIA OFFICE TOWER � SUITE 700 DALLAS, TEXAS 75240 972-770-1300 Y C/O: MATT DUENWALD, P.E. w I 0 0 }� r �rr� >�■rr■■r■■■■Ir� f..,. . , � „ .�_ ,�.:,1 `� I i 11i , . � �`'' � „.. o I � , � : . � • I n ,I €`�� , �� t' , OWNER'S CERTIFICATE OWNER'S DEDICATION SURVEYORS CERTiIFICATION STATE OF TEXAS § STATE OF ARiZONA § KNOW ALL MEN $Y THESE PRESENTS COUNTY OF DENTON § COUNTY OF MARICOPA § I, 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 comer monuments WHEREAS KLLB AIV LLC,Dent n the owner of a tang of land situated c the James Bridges Survey, Abstract No. ed Town NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: shown thereon were properly placed under my personal supervision in accordance with Subdivision of Providence Village, Denton County, Texas. and being part of a called 419.1344 acre tract of land described. in the Regulations of the Town of Providence Village, Texas. Special Warranty Deed to KLLB AIV LLC, recorded in Document No. 2022-30170, Official Records, Denton County, That KillAIV LLC, ("Owner") does hereby adopt this plat designating the herein above property as FOREE Texas (O.R.D.C.T.), and being more particularly described as follows: RANCH, PHASE 4, an addition to the Town of Providence Village, Texas, and whose name is subscribed BEGINNING at a 5/8-inch iron rod with red plastic cap stamped "KHA" found for comer (hereinafter called 5/8" capped hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, watercourses, drains, iron rod found) in the east boundary line of a called 1 acre tract of land described in a Deed to the Bethel Methodist easements, rights -of -way and public places thereon shown for the purpose and consideration therein/%0 l3 'r OF v` 'C Church of Denton County, Inc., recorded in Document No: 2019-49725; O.R.D.C.T., and being at the most northerlyexpressed. ........... . .• De irdto northwest comer of the said 419.1344-acne tract and in the south right-of-way line of F.M. Highway No. 2931 (a variable David J. ; Witness, my hand this the - day of ' 2023. Registered Professional Land Surveyor #5066 width right-of-waY), ' KIMLEY-HORN AND ASSOCIATES, INC. .................. KLLB AIV LLC, A DELAWARE LIMITED LIABILITY COMPANY` 13455 NOEL ROAD DAVID.. De WEIRDT THENCE North 89°51'3$" East with said south fight -of -way line of F.M. Highway No. 2931, a distance of 625.39 feet to a -............................... 5/84nch capped iron rod found at the northwest comer of a called 0.999 acre had of land described in a Deed to Kelby TWO GALLERIA OFFICE TOWER, SUITE 700 .0 5066�.. and Shari Trusty, recorded in Document No. 2019-147429, O.R.D.C.T., from which a wooden TXDOT marker found DALLAS, TEXAS 75240 f9.'�PaFESS%� y'oQ bears North 00°46'43" East a distance of 0.9 Beet; By: dAAI- rVL*� PH. (972) 770-1300 y� S U RN i r dave.deweirdt@kimley-hom.com THENCE South 00'46'43" West, with the west line of the said 0.999 acre tract, at a distance of 208.00 feet, passing a Name: i(,G�l1 Rgutim 1/2-inch iron rod with plastic cap stamped "Saxson" found at southwest corner of said 0.999 acre tract, continuing with • . ,L _ .J the west line of the remaining portion of a called 20 acre tract of land described in a Deed to J.D. Arrington, recorded in Title: Ate ►,01rltCN SI A i1Gt. M Volume 515, Pa9e 595, Deed Records, Denton County, Texas (D.R.D.C.T.) for a total distance of 852.09 feet to a - _ - STATE OF TEXAS § wooden fence comer post found at the southwest corner of said Arrington tract, and being at an interior el comer of said COUNTY OF DALLAS § 419.1344 acne tract; BEFORE ME, the undersigned authority, a Notary Public, on this day personally appeared David J. De Weirdt, THENCE North 89055'35" East, with the south line of said Arrington tract, and a nodWy line of said 419.13" acre tract, known to me to be the person whose name is subscribed to the foregoing Instruments, and acknowledged to a distance of 551.58 feet to a 5184nch iron rod with red plastic cap stamped "KHA" set for comer (hereinafter called me that he executed the same for the purpose and considerations therein expressed and in the capacity 5/84nch iron rod set); therein stated. THENCE over and across said 419.1344 acre tract, the following courses and distances: STATE OF ARIZONA § GIVEN UNDER MY HAND AND SEAL OF OFFICE this the a3 day of .2023. COUNTY OF MARICOPA § South 00°04'25 East, a distance of 135.00 feet to a 5/8-inch capped iron set for comer, o MiCOLf TR- B South 89°55'35"West, a distance of 17.97 feet to a 5/8-inch capped iron set for comer; Before me, t unde i out ri , a Nota Public i an for The State of Arizona, on this day personally =4^Y• ~+=Notary Public, State of Texea' South 00°0425" Eas a distance of 50.00 feet to a 5/84nch iron set for comer, appear , known to me to be the person and officer NOTARY BLIC in and for the STATE OF TEXAS s # , , "Comm. Expires 02.02-2024 t capped North 89°55'35" East, a distance of 10.50 feet to a 5/8-inch capped iron set fw comer, whose name is subscribed to the foregoing instru ent, and acknowledged to me that he executed the same ��•,,,„��:�� Notary ID 130620606 for the purpose and consideration therein expressed and in the capacity therein stated. South 45°04'25" East, a distance of 14.14 feet to a 5/8-inch capped iron set for comer; j� capped i beginning of a tangent curve to _ Given under my hand and seal this �1(!_ day of 66�7J6e! .2023. South 00°04'25" East, a distance of 202.38 feet to a 5/8-inch Ca iron set at the .• the right having a central angle of 01013'08", a radius of 430.00 feet, a chord bearing and distance of South 001 West, 9.15 feet; Notary Public State or ArlZona In a southwesterlydirection, with said tangent curve to the right, an arc distance of 9.15 feet to a 5/84nch capped Mor{Nat county n9 9 PPS Nathan Holt Iron Set fOr comer; My commission Expirss 1013012026 Commission Number E55526 _ South 48°12'08 West, a distance of 13.79 feet to a 5/8-inch capped iron set at the beginning of a non -tangent curve to the left having a central angle of 03047'11", a radius of 325.00 feet, a chord bearing and distance of North Notary Public, State of Arizona 88-101 West, 21.47 feet; n In a northwesterlydirection with said non -tangent curve to the left an arc distance of 21.48 -i 9e , feet to a 5!8 nch capped iron set for comer; South 89055 35 West, a distance of 105.93 feet to a 5/8-inch capped iron set for comer, South 00`04'25" East, a distance of 97.38 feet to a 5/8-inch capped iron set for comer; South 20*3608" West a distance of 270.00 feet to a 5/8-inch capped iron set for comer South 22022'06" West, a distance of 43.83 feet to a 5/8-inch capped iron set ibr comer; South 27°12'26" West, a distance of 43.81 feet to a 5/84nch capped iron set for comer; ° 21 West, a distance of 43.83 feet o a 5/8-Inch capped iron South 30 26 es nce t set for comer PPS South 36° 13 49„ West a distance of 43.82 feet to a 5/84nch cappediron set for comer; , South 40016'53" West; a distance of 131.32 feet to a 5/8-inch capped iron set for comer, South 22°2423" East, a distance of 413.07 feet to a 5184nch capped iron set at the beginning of a non -tangent curve TOWN OF PROVIDENCE VILLAGE APPROVAL �9 9 9� to the right having a central angle of 06°21'21", a radius of 1,000.00 feet, a chord bearing and distance of South a $ 60°28'30" West, 110.88 feet; APPROVED this the _ day of i.r'svepill,.w , 2023 by the Town Council of the Town of Province Village, In a southwesterly direction, with said non -tangent curve to the right, an arc distance of 110.93 feet to a 5184nch Texas. capped iron set for comer; a North, 69° 14 00' West, a distance of 13.68 feet to a 5/84nch capped iron setforcomer; N North h 22°2423r West, a distance of feet to a5/8-inch caPPS• iron set for com er; is -i South 67 35 37 Wes a distance of 50.00 feet to a 5/8 nch capped iron set for comer t, piled South 22°24'23" East, a distance of 11.72 feet to a 5/84nch capped iron set for comer; o South 22°29'10" West, a distance of 14.17 feet to a 5/8-inch capped iron set at the beginning of a non -tangent curve Town icral to the right having a central angle of 06°05'W', a radius of 1,000.00 feet, a chord bearing and distance of South 70°42'44" West, 106.30 feet; In a southwesterly direction, with said non -tangent curve to the right, an arc distance of 106.35 feet to a 5/8-inch capped iron set for comer; Town Secretary South 16°14'28" East; a distance of 60.00 feet to a 5/8-inch capped iron set at the beginning of a non -tangent curve to the right having a .central angle of 01 °20'58", a radius of 1,060.00 feet, a chord bearing and distance of South 74*2601" West, 24.96 feet; In a southwesterly direction, with said non4angent curve to the right, an arc distance of 24.96 feet to a 5/8-inch capped iron set for comer, South 75°06'29" West, a distance of 99.47 feet to a 5184nch capped iron get for comer; CITY PROJECT NUMBER: 21-00452-01 South 30°0629" West; a distance of 14.14 feet to a 5/84nch capped iron set for comer, FINAL PLAT South 14°53'31" East, a distance of 8.68 feet to a 5/8-inch capped iron set for comer; FOREE RANCH, PHASE 4 South 75°06'29' West, a distance of 50.00 feet to a 5/8-inch capped iron set for comer, 246 RESIDENTIAL LOTS North 14053'31" West, a distance of 8.65 feet to a 5/8-inch tapped iron set for comerBLOCK A, LOTS 36-57, BLOCK AF, LOTS 1-21, BLOCK AG, LOTS 1-16, BLOCK AH, LOTS 1-18, BLOCK At, LOTS 1-15, BLOCK AJ, LOTS 1-18 T - North 60016 52 BLOCK West; a distance of 14.05 feet to a 5/8-inch capped iron set at the beginning of anon -tangent curve AKLOTS S 1-31 , BLOCK AL, LOT 1-32, BLOCK AM, LOTS 1 21 to the left having a central angle of 00°36'38", a radius of 990.00 feet, a chord bearing and distance of South BLOCK AN, LOTS 1-11, BLOCK AV, LOTS 1-15, BLOCK AX, LOTS 1-11 +' 'i 73044'05" West 10.55 feet; BLOCK AY, LOTS 1-157 OPEN SPACE HOA LOTS 1n a southwesterly direction, with said non -tangent curve to the left, an arc distance of 10.55 feet to a 5/8-inch 64.2211 ACRES SITUATED IN THE JAMES BRIDGES SURVEY, ABSTRACT NO.36 capped iron set for corner; TOWN OF PROVIDENCE VILLAGE, DENTON COUNTY, TEXAS North 16034'14" West, a distance of 60.00 feet to a 5/8-inch capped iron set at the beginning of a non -tangent curve to the left having a central angle of 3505Y27", a radius of 1,050.00 feet, a chord bearing and distance of South 5502903" West, 647.03 feet: In a southwesterly direction, with said non -tangent curve to the left, an arc distance of 657.73 feet to a 5/8-inch KIOffia tern capped iron set for comer, 13455 Noel Road, Two Galleria ce Tel. No. (972) 7704300 North 52°27'41" West, a distance of 563.33 feet to a 1/24nch iron rod found at the southeast comer of a called 73.81 Tower, Suite 700, Dallas, Texas 75240 FIRM # 10116500 Fax No. (972) 239-3820 acre tract of land described in the Warranty Deed with Vendor's Lien to North Texas Natural Select Material, LLC, Scale Drawn by Checked by Date Pro ect No. Sheet No. recorded in Document No. 2018-106981, O.R.D.C.T.; . THENCE with the common line of said 419.1344 acre tract, and said 73.81 acre tract, the following courses and 1" = 60' SRD DJD Oct2023 063451300 5OF 5 distances: OWNER _ _ - - LENNAR HOMES --- North 01004'37" East, a distance of 1185.98 feet to a wood fence post found for corner; Filed for Record # p0 1707 MARKET PLACE BLVD. in the Official Records Of: IRVING, TX 75M Denton County South 89*261 East, a distance of 473.73 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" found for TEL: (214) 577-1056 On: 12/6/202311:08:51 AM C/O: ELIZABETH BENTLEY In the PLAT Records FOREE RANCH PHASE 4 comer,. Doc Number: 2023-411 North DO°51'54" East, passing the northeast comer of said 73.81 acre tract at a distance of 474.79 feet and ENGINEER/SURVEYOR: Number of Pages: 5 KIMLEcontinuing with the east boundary line of a called 3.11 acre tract described in the General Warranty Deed to North 13455 OEL R B ASSOCIATES Amount: 250.00 Texas Natural Select Materials, LLC, recorded in Document No. 2020-114723, O.R.D.C.T., at a distance of 1124.79 TWO NOEL IA O Order#: feet passing a 2" iron pipe found at the northeast comer of said 3.11 acre tract and the southeast comer of said 1 TWO GALLERIA OFFICE TOVdE By: PM SUiTE 700 acre Bethel Methodist Church tract, and continuing with the east boundary line of the aforementioned 1 acre had for DALLAS, TEXAS 75240 a total distance of 1264.25 feet to the POINT OF BEGINNING and containing a computed area.of 2,797,469 square 972-770-1300 -- -- - -- - ;f feet or 64.221 acres of land. GO: MATT DUENWALD, P.E. _ . _. ... 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