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SJ1440A
N E S 0 100 200 SCALE 1 "=100' LEGEND * IRON ROD FND. X "X" IN CONC. O CAPPED I.R. SET POWER POLE LIGHT POLE °'° WATER VALVE WATER METER ELEC MANHOLE SAN. SEW. M.H. GAS RISER OT TEL. PED ❑ FENCE CORNER NDERG.CABLE HYDRANT 0 a-..- 0 L209 Ln / / / / / / / / - / 0 / DETAIL 1 NOT TO SCALE /A206 A20 G*L205/ Sl �i/20 DETAIL 2 0 �� / NOT TO SCALE 451%MEADOWS DR VICINITY MAP NOT TO SCALE I I ER SURyEY FLEISN CI�'ES A . 310 O ti I �IW \ �1 UTILTl'Y EASEMENT \ \ \ \ j N89°31'19"E 244.39' 1mnR. r LOCATED IN Filed for Record TARRANT, DENTON, AND WISE COUNTIES, TEXAS, o in the Official Records Of: AND BEING SITUATED IN THE M. ASHTON A Denton County SURVEY, ABSTRACT NO.8, On: 9/23/2020 10:29:02 AM In the PLAT Records d�A4� AND THE M.E.P. & P. R.R. CO. SURVEY, ABSTRACT NORTHSTAR PARKWAY NO.1131, Doc Number: 2020-330 C' 0 9 �_Iew TARRANT COUNTY, TEXAS Number of Pages: 6 0(-ZZrZo Amount: 300.00 — AND THE Order#: M. ASHTON SURVEY, ABSTRACT NO. 1, By: SG DENTON, AND WISE COUNTIES, TEXAS AND THE T. & P. R.R. COMPANY SURVEY, ABSTRACT 10359 WISE COUNTY TEXAS. Tract 1 being 16.228 acres, - GENERAL NOTES: Case No. FP 18-091 Tract 2 being 25.528 acres 1. A PORTION OF THE PROPERTY DEPICTED IN THIS SURVEY LIES WITHIN AN EXISTING 100 YEAR FLOOD PLAIN AS SHOWN ON THE REVISEDINSURANCE S RANCER AT 2 MAP11, F E FLOOD INSURANCE RASTAND DMAP FOR TINCORPORATED ARRANT COUNTY,COMMUNITY n 1Ncoi°rORaTED��REAs MAP PRELIMINARY PLAT CASE NO. PP-17-025 for a total of 41.756 acres COMMUNITY MAP NO.48439CO035 I{. MAP REVISED SEPTEMBER 25, 2009, AND THE FLOOD INSURANCE RATE MAP FOR DENTON COUNTY, 1,818,891 sq. ft. TEXAS AND INCORPORATED AREAS, , COMMUNITY MAP NO48121CO610 G, MAP REVISED APRIL 19, 2011. 1 DATE: SEPT'EM$ER 10, 2020 2. 1/21• IRON RODS STAMPED "RPLS 4818" WILL BE SET AT ALL LOT CORNERS AFTER CONSTRUCTION IS COMPLETED. ' 3. THE BEARINGS FOR THIS SURVEY ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, TEXAS NORTH CENTRAL ZONE 1 i (4202), NORTH AMERICAN DATUM 1983, AS DETERMINED USING STATIC OBSERVATIONS AND NOAA/NGS OPUS CALCULATIONS. ` I I 4. ALL OPEN SPACES AND DETENTION FEATURES ARE TO BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. OWNER: OWNER SURVEYOR: ENGINEER: j I RTHSTAR RANCH, LLC 170 NORTHSTAR RANCH WHTI'FIELD -HALL SURVEYORS WELCH ENGINEERING � I BOLTDEVELOPER, O0 NORWOOD DRIVE, SURE 2" � I 5. WOOD FENCES WITH STEEL POSTS ARE TO BE CONSTRUCTED ON ALL LOTS ADJACENT TO EXISTING RESIDENTIAL USES. FENCES FORT WLA o rn,,DTX776116 XjyRRD INC a� WILLIAMS PROFESSIONAL 1� ° S"R`L5 DAS REDFOPA TEXAS 76022 NOTES: ' I _ _ — — � — BE CONSTRUCTED BY HOME BUILDERS AT THE TIME OF INDIVIDUAL LOT CONSTRUCTION. FORT WORTH 76116 76116 I 2M 1 _ _ _ — _ _ — _ _ __ , 1Rl FIRM REG. N 10U85M -' -- _ — TX FORT WORTH. —------'---------- —tom (817)5b0.2916 1. THE BEARINGS FOR THIS SURVEY ARE BASED ON THE TEXAS 6. LOT X IS PRIVATE HOA/DEVELOPER OWNED AND MAINTAINED OPEN SPACE. STATE PLANE COORDINATE SYSTEM, TEXAS NORTH CENTRAL ZONE s .. 1 i (4202), NORTH AMERICAN DATUM 1983, AS DETERMINED USING ' PAGE 1 OF 6 PLAT RECORDED IN DOCUMENT NUMBER DATE 52020 JOB N0.17-123 STATIC OBSERVATIONS AND NOAA/NGS OPUS CALCULATIONS. n / E I / I / � SHEET 4 / — —I— — / DRAINAGE ESMT / BY SEPARATE INST. \ /// INST#. 202D0"91 -- O.RW.C.T. 1 NORTHSTAR RANCH LLC 0. TRACT III 3 /INST. NO. D217014609 a / DDRAINAGE JLT.C.T. rnST#. 2e2009»"1 1 / INST. N0. 2017-7539 O.R.W.C.T- DXM.C.T. / INST. NO.201700796 / O.R.W.C.T. N89°31'19 E 555.24' �� Ll T I OUKI j�P&YAra n°Frt SPATE. _ _ ® t GAS EASEMENT \ RANCH DEVELOpF'—` X A AC _ _ / ®� _ _ --' _ - & ft DRAINAGE ESM \ 70 NORTIN S'IIAR RAN tMm— EASEMENT`' IN�p N .D219275295 ® LIo6 D.C.T. II1201814592 �j5 .0. GO S j419l, Q ` I" O LW.C.T._ - 25W,e4 It I' 2 A OPEtTSPA ® — — _ — — S89°31'191 — — — — `� I SEE DETAIL 5 859.63 �• • C 20' X 20' © / Y,. © _ I GAS J I IN 20' X 20' BLOCK VALVE SITE I MST#. 202p09991 (Sol,. Y SEwBI SWITCHGEAR /1p� iS•EASE6�i1JT BY SEP RATEINST. MST#. I O.RW.C.T. SP y.00100'199� �� 1 j msT#. I II I Aar ' SEE DETAIL 3 1 I I I 11 I 1 SEE DUML 1 �� N5y�4Q1• / l GASLINEESMT Vol- S�X� �P� '1i�� ��p• N SEE DETAIL 5 j BY SEPARATE INST.IN NORTHSTAR RANCH LLC TRACT III ® SWITCHGEAR \ INST. NO. D217014609 ESM.,— D.R.T.C.T. INST. NO.2017-7539 I 20' X m' METER Sfft I \ ��yp0 / SEPARATE FNST.i D.R.D.C.T. INST# oINST. No. 201700796 `/ .s• �Sv* O.R.W.C.T. \ I\ I \\ SJ1440A G01,S11,W48 \ \ 712717 A0001A ASHTON TR 1 E, 1.36AC/PT DETAIL: DEVELOPER, INC \ 170 NORTHSTARTRANCH RACTI) 1` j 1719 �,e \ / 50' WATER AND INST. NO. D218275295 S \ \ 9* aC;S• \ SEWER ESMT D•RT.C.T• I (s '1 NORTHSTAR RANCH LLC og' \ �1 S ti� msTILW.00999J INST. N0. 7p1&145498 `I j EASE - C l/ ,L�j. �/ vRw.c.T. D.RD.C•T• I I \ \ \ \ \ TRACT HI INST. NO. D217014609 `C IV 1 Spy uvsT. No. 21814592 0j ti s titi�6 tom, I I \ \ D.R.T.C.T. I q CRt ( I \ INST. NO.2017-7539 \ D.R.D.C.T. 1 INST. NO.201700796 `\ O.RW.C.T. DETAIL I I \ \ NOT TO SCALE I I \ \ \ GAS EASEMENT y/// //// \\ // \\I I E \ �41 I �/ � �' - ; / � � � �gy�`� \ \ / \ , I � �,� C NORTH• I I FINAL PLAT i�Co. \%/ �\ j E �� \ \ I------------ SHOWING —i.OT J X, BLOCK 33, LOT 1X , BLOCK 16, LOT 1X , BLOCK 18, LOT Ix, $14 N� - — — — — _ _ _ _ _ _ BLOCK 20, LOT IX, BLOCK 24, LOT IX, BLOCK 26, LOT 1X , BLOCK 29, — — — — — — — — — LOT IX, BLOCK 31, LOT 1X ,BLOCK 33, LOT 1X ,BLOCK 36, LOT 1X, / / �\ I I �oR ST �Y \ \ 316 BLOCK42X43X BLOCK 60, LOT BLOCK 61, LOT g LOT XBLOCK 62, LOT 1X, POINT OF BLOCK 64, LOT IX , BLOCK 65, LOT 1X, BLOCK 66, LOT IX , BLOCK 67, BEGINNING ® d� �sT9y� , o '°�cs I I I / �G stir LOT 1X BLOCK 68 N:7,045,81L5819' Ys � , ' E:2 2%,414.8198' sEE �Kj9 \ `e� ° ° ` 5 - - I Q+g/ ' PDETAII 3 a� .. , NORTHSTAR TRACT 1 la �Oq�ocyscNCel i / / vs °g0— — — NOT TO SCALE PARKWAY j F POINT OF NORTHSTAR RANCH LLC \\ i AN ADDITION TO FAR NORTH FORT WORTH a l+ TRACT III ' I MUNICIPAL UTILITY DISTRICT NO.1 0' COMMENCING rtoit INST. 1 D.R.T.C.T. 1 T,..pwb - Mft �st1a6� M"n—ft, INST. N0.2017-7539 Found D.R.D.C.T. \ L INST. NO.2017007% \ J O.RW.C.T. s------- APPROXIMATE 60CATLON ' — — — — — — -- — — — — — -- — — — — — — — — — — — — — — — ——L7ffTNTPL7R�—•----•—•-------•--------•-----------•—.—.----•--------- 1� 1 1 � ,1 I ` sUR�EY I R•A 75 ,a I v, AT - - - - - - - - - - - - - - - - - - - - - - - - - T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -----7/------- GENERAL NOTES: 1. A PORTION OF THE PROPERTY DEPICTED IN THIS SURVEY LIES WITHIN AN EXISTING 100 YEAR FLOOD PLAIN AS SHOWN ON THE FLOOD INSURANCE RATE MAP FOR WISE COUNTY, TEXAS AND INCORPORATED AREAS, COMMUNITY MAP NO.48497CO600 G, MAP REVISED DECEMBER 16, 2011, THE FLOOD INSURANCE RATE MAP FOR TARRANT COUNTY, TEXAS AND INCORPORATED AREAS, COMMUNITY MAP NO.49439CO035 K, MAP REVISED SEPTEMBER 25, 20", AND THE FLOOD INSURANCE RATE MAP FOR DENTON COUNTY, TEXAS AND INCORPORATED AREAS, COMMUNITY MAP NO.48121CO610 G, MAP REVISED APRIL 18, 2011. 2. 1/2" IRON RODS STAMPED "RPLS 4818" WILL BE SET AT ALL LOT CORNERS AFTER CONSTRUCTION IS COMPLETED. 3. THE BEARINGS FOR THIS SURVEY ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, TEXAS NORTH CENTRAL ZONE (4202), NORTH AMERICAN DATUM 1983, AS DETERMINED USING STATIC OBSERVATIONS AND NOAAINGS OPUS CALCULATIONS. 4. ALL OPEN SPACES AND DETENTION FEATURES ARE TO BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 5. WOOD FENCES WITH STEEL POSTS ARE TO BE CONSTRUCTED ON ALL LOTS ADJACENT TO EXISTING RESIDENTIAL USES. FENCES TO BE CONSTRUCTED BY HOME BUILDERS AT THE TIME OF INDIVIDUAL LOT CONSTRUCTION. 6. LOT X IS PRIVATE HOA/DEVELOPER OWNED AND MAINTAINED OPEN SPACE. Filed for Record in the Official Records Of: Denton County On: 9/23/2020 10:29:02 AM In the PLAT Records NORTHSTAR PARKWAY Doc Number. 2020-330 Number of Pages: 6 Amount: 300.00 Order#: By: SG tc °(- 2- 2.- 2-a LOT IX, BLOCK 3I, LOT IX, BLOCK 33,LOT IX,BLOCK 36,LOT 1X, BLOCK 42, LOT 1X , BLOCK 43, LOT 1X , BLOCK 58, LOT IX, BLOCK 59, LOT IX, BLOCK 60, LOT 1X , BLOCK 61, LOT IX, BLOCK 62, LOT IX, BLOCK 64, LOT IX, BLOCK 65, LOT IX, BLOCK 66, LOT IX, BLOCK 67, LOT 1X , BLOCK 68 NORTHSTAR PARKWAY AN ADDITION TO FAR NORTH FORT WORTH MUNICIPAL UTILITY DISTRICT NO. l LOCATED IN TARRANT, DENTON, AND WISE COUNTIES, TEXAS, AND BEING SITUATED IN THE M. ASHTON SURVEY, ABSTRACT NO.8, AND THE M.E.P. & P. R.R. CO. SURVEY, ABSTRACT NO.1131, TARRANT COUNTY, TEXAS AND THE M. ASHTON SURVEY, ABSTRACT NO.1, DENTON, AND WISE COUNTIES, TEXAS AND THE T. & P. R.R. COMPANY SURVEY, ABSTRACT 1035, WISE COUNTY TEXAS. Tract I being 16.228 acres, Tract 2 being 25.528 acres for a total of 41.756 acres 1,818,891 sq. ft. ; DATE: SEPTEMBER 10, 2020 Case No. FP-18-091 PRELIMINARY PLAT CASE NO. PP-17-025 C OWNER: OWNER: SURWYOR: ENGINEER: NORTHSTAR RANCH, LLC 170 NORTHSTAR RANCH WHITFIELD -HALL SURVEYORS WELCH ENGINEERING 3W LKK AND RD DEVELOPER, INC. REGISTERED PROFESSIONAL LAND SURVEYORS FORT WORTH, TX 76116 3045 LACRL.AND RD 3559 WIILL%K9 ROAD, SUITE 167 1309 NORWOOD DRIVE, SUM MG BEDFORD, TEXAS 76022 FORT WORTH, TX 76116 FORT WORTH, TE M 76116 (SM SS9.2900 ` (10) 561.2916 TBLS F" REG. Na 10138510 i C PAGE 2 OF 6 PLAT RECORDED IN DOCUMENT NUMBER DATE , 2020 C JOB NO.17-123 F m Y Y Y N E S 0 l00 200 SCALE 1"=100' LEGEND • IRON ROD END. X 'X- IN CONC. 0 CAPPED I.R. SET POWER POLE IGHT POLE WATER -VALVE ATER METER ELEC MANHOLE SAN. SEW. M.H. GAS RISER T TEL. PED ❑ FENCE CORNER OUNDERG. CABLE IOJME HYDRANT LI PAGEINDEX NOT TO SCALE �t VICINITY MAP NOT TO SCALE a olz 170 NORTHSTAR RANCH DEVELOPER, INC 170 NORTHSTAR RANCHO INST. NO.201909720 DEVELOPER, INC °-�z O.RW.C.T. INST. NO.201909720 DRAINAGE ESMT INST. NO. D219181265 a.0 I O.RW.C.T. INST. #z0zo-D.R.T.C.T. lrnal o,lw 1 INST. NO. D219181265 D.RD.C.T. G .O INST. NO.2019-100295 INST. #202011rs D.R D.C.T. D.RT.C.T. D.R.W.C.T. 1 INST. NO.2019-100295 INST#.z0z l SEWER j D.R.D.C.T. O.R.W.C3, a I EA EAIENT � N89032'3¢"E S89043105" I S8904 05"E ® 75.00'1 T -- 170 NORTHSTAR RANCH 1®T s A °0 12 96' Lz13 DEVELOPER, INC ® -I® erorc ���- m I I , INST. NO.201909720 O.R.W.C.T. WATER ESMT INSUM219265332 ®�" TRACT C 1 to INST. NO. D219181265 D.R.T.C.T - 170 NORT [STAR RANCH DEVEI OPER, INC 1 WATER EASEMENT D.RT.C.T. i �J INST. NO. D218275295 © N SENDF 4 INST. N0.2019-100295 \ ,v PHASE c° ® INST. NO.2018 145498 I I a INST. D.RD.C.T. �r -0-- CD.R.D.C.T. 1 - T C�5 P INST. NO.201814592 UILITYEASEWE.NT I I C2i z soft O.RW.C.T. © r 6 . o n ® r ®o SEE DETAIL 8 N89 43 05 W 269.76 Ie' sANFr ' I INSTM.202011933 I w 1 1 x y O.R.W.C.TWATER ESMT . SU.D220185676 SURVEY H rc 1 tTpN 5URVE DRAINAGE ESMT,/`� Q I OILW.0 �D9992 AS' 11 1 ASB INST#.2020011934 --+ I A I I r Vim" i�i• A' 1 O.RW.C.T. � Ind I � - - - - - - - APPROX. LOCATION_ - CCTYZIN-E - - - - - - - - - - . - APPROX. LOCATION OyUW WATERESMT INST#.DazDls3z79 OF COUNTY LINE DRAINAGE ESMT D.R.T.C.T. - - - -'-'- - - - ----•-.---•---.-•-------•-•- - - - - I - - - - - - - - APPROX LOCATION TNSTa. D2201992" �\ U. TARRANT COUNTY D.R.T.C.T. TARRANT COUNTY 1 SANITARY SEWE9271 DILT.C.Tf271 \\ •' F` ON 5URVE 170 NORTHSTAR RANCH DEVELOPER, INC `` QP ASH $ INST. NO. D218275295 ee & ® ��w M A' D.RT.C.T. 1 &�Q°'2018-145498 3 I WATERESMT INST#.D220185S06 \ D.RT.C.T. SAINFFARY SEWER ESMT INST. # D2202TD*432 APPRIA II noN OF FLOOD PLAIN �%�` - - ` � DRAINAGE � EASEMENT. ID EASEMENT EASEM] f GAS US 1,441 L442 41 A43jL444 E4MT \ 1,446 _ 11 C16 5` L445; L337 . j DETAIL 8 NOT TO SCALE .69 L335 WATER EASEMENT GENERAL NOTES: 1. A PORTION OF THE PROPERTY DEPICTED IN THIS SURVEY LIES WITHIN AN EXISTING 100 YEAR FLOOD PLAIN AS SHOWN ON THE FLOOD INSURANCE RATE MAP FOR WISE COUNTY, TEXAS AND INCORPORATED AREAS, COMMUNITY MAP NO.49497CO600 G, MAP REVISED DECEMBER 16, 2011, THE FLOOD INSURANCE RATE MAP FOR TARRANT COUNTY, TEXAS AND INCORPORATED AREAS, COMMUNITY MAP NO.48439CO035 K, MAP REVISED SEPTEMBER 25, 2009, AND THE FLOOD INSURANCE RATE MAP FOR DENTON COUNTY, TEXAS AND INCORPORATED AREAS, COMMUNITY MAP NO.48121CO610 G, MAP REVISED APRIL 19, 2011. 2. 112" IRON RODS STAMPED "RPLS 4819" WILL BE SET AT ALL LOT CORNERS AFTER CONSTRUCTION IS COMPLETED. 3. THE BEARINGS FOR THIS SURVEY ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, TEXAS NORTH CENTRAL ZONE (4202), NORTH AMERICAN DATUM 1983, AS DETERMINED USING STATIC OBSERVATIONS AND NOAAlNGS OPUS CALCULATIONS. 4. ALL OPEN SPACES AND DETENTION FEATURES ARE TO BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 5. WOOD FENCES WITH STEEL POSTS ARE TO BE CONSTRUCTED ON ALL LOTS ADJACENT TO EXISTING RESIDENTIAL USES. FENCES TO BE CONSTRUCTED BY HOME BUILDERS AT THE TIME OF INDIVIDUAL LOT CONSTRUCTION. 6. LOT X IS PRIVATE HOAIDEVELOPER OWNED AND MAINTAINED OPEN SPACE. ...•-•--•-.Irrs9+-Neawala5���. O.RW.C.T. l ESMT CURVE TABLE Id Delta Radius Arc Length Chord Ch Bear C83 32003'39" 25.00' 13.99' 13.81' N71030'43"W C84 53007'48" 25.00' 23.18' 2236' S44049'23"W C92 13015'24" 1265.00' 292.69' 292.03' N67049'11"E C93 1046'51" 1265.00' 3932' 3931' N75020'18"E C94 3034'55" 1255.00' 78.46' 78.44' S75020'18"W C66 32033'02" 1255.00' 712.98' 703AY S73014'49"W C100 53007'48" 25.00' 23.18' 2236' N63054'46"W C101 53007'48" 25.00' 23.18' 22.36' S62057'25"W C102 53007'48" 25.00' 23.18' 2236' N63054'46"W C103 53007'48" 25.00' 23.18' 22.36' S62057'25"W C104 5038'43" 1135.00' 111.83' 111.78' N32039'29"W C105 1018'09" 1135.00' 25.80' 25.80' N36007'55"W C106 0053'58" 1135.00' 17.82' 17.82' N37013'58"W C107 2020'09" 1135.00' 46.27' 46.27' N38051'01"W C108 53007'48" 25.00, 23.18' 2236' N63054'33"W C109 53007'48" 25.00' 23.18' 2236' S62057'38"W C113 2017'17" 1145.00' 45.73' 45.72' S39026'06"E C114 1017'02" 1145.00' 25.66' 25.66' S35044'30"E C115 3032'58" 1135.00' 7031' 7030' S41047'35"E C116 53007'48" 25.00' 23.18' 2236' N3016'14"W C117 53007'48" 25.00' 23.18' 2236' N56024'02"W C118 53007'48" 25.00' 23.18' 2236' N3016'14"W C119 44024'55" 35.00' 27.13' 26A6' N52002'35"W C121 60000'00" 20.00' 2094' 20.00' S0009'52"W C126 0028'18" 1215.00' 10.00, 10.00' N47036'51"E C127 0025'34" 1345.00' 10.00, 10.00' S44019'38"W C128 0025'34" 1345.00' 10.00, 10.00' S47033'54"W C129 0030'18" 1135.00' 10.00, 10.00' S44026'12"W C130 0027'11" 1265.00' 10.00, 10.00' N41007'06"E C134 18019'16" 50,00' 15.99' 15.92' S47028'14"E C135 28010'45" 50.00' 24.59' 2434' S70043'15"E C136 17017'27" 50.00' 15.09, 15.03' N86032'39"E C137 23015'28" 50.00' 2030' 20.16' N66016'11"E C140 52040'52" 25.00, 22.99' 22.19' N47012'25"E C141 52040'52" 25.00' 22.99' 22.19' N76031'49"W C147 48002'44" 100.00, 83.86' 81.42' N3601421"W C148 79023'49" 137.50' 19054' 175.66' S51054'53"E C149 48002'44" 100.00, 83.86' 81.42' N67035'26"W C150 35041'34" 147.50' 91.89, 90.41' S73046'01 "E C151 14043'01" 1135.00' 29154' 290.74' S64019'48"W C152 14025'00" 1265.00' 31830' 317.46' N64010'48"E C153 4029'23" 1265.00' 99.12' 99.10' N46044'19"E C154 0027'11" 1265.00' 10.00, 10.00' N49012'35"E C155 0027'24" 1255.00' 10.00, 10.00' S49012'35"W C156 2039'55" 430.00' 20.00, 20.00' N3003'05"W C157 1014'28" 430.00' 931' 9.31' N1005'54"W C159 3006'43" 1335.00' 72.51' 7250' N87057'58"E C160 0040'00" 1335.00' 15.54' 1554' N86004'36"E C161 0039'41" 1345.00' 15.53' 1553' S86011'29"W C162 1005'03" 1277.00' 24.16' 24.16' N57030'49"E C163 0053'50" 1277.00' 20.00' 20.00' N58030'16"E C164 0054'42" 1257.00' 20.00' 20.00' S58030'16"W C165 1001'22" 1123.00' 20.04' 20.04' N57028'59"E C166 1000'09" 1143.00' 20.00' 20.00' N58030'16"E C167 1001'14" 1123.00' 20.00' 20.00' S58030'16"W C168 53007'48" 25.00' 23.18' 2236' N63043'01"E 82n314111 25,001 35,951 32,931 S48031'1511E CL LINE TABLE Id Bearing Distance L95 N71023'17"E 172.26' L96 S18036'43"E 6850' L97 N71023'17"E 7735' L98 N56058'18"E 465.24' L99 N33001'42"W 6850' L100 N33001'42"W 6850' L101 N56058'18"E 194A4' L102 N89031'19"E 27439' L103 N0028'41"W 68.50' L104 N89031'19"E 585.24' L105 N77004'42"E 79.73' L106 S12055'18"E 68.50' L107 S12055'18"E 68.50' L108 N77004'42"E 79.09' L109 N89031'19"E 275.50, L110 SO028'41"E 68.50' Llll N89031'19"E 526.%' L112 SOn8'41"E 11354' L113 S0028'41"E 155.00' L114 N49057'05"W 98.79' L115 N89031'32"E 731.73' L116 N9026'07"E 10254' L117 S29050'08"E 547.73' L118 N60009'52"E 65.00' L119 N60009'52"E 101.50' L120 S29050'08"E 707.02' L121 N42042'56"E 67.63' L122 N42042'56"E 69AT L123 N2039'42"E 69AT L124 S2039'42"W 100.63' L125 S44003'14"E 69.47' L126 S44003'14"E 10052' L127 N36031'51"E 16950' L128 S47005'30"E 67.76' L129 S47005'30"E 79.76' L130 N20054'18"W 6757' L131 S89043'05"E 11158' L132 N0016'55"E 68.50' SR9043'05nL r ESMT LINE TABLE Id Bearing Distance L115 N8903113211E 731.73' L185 N8803535"E 1431' L193 N4403111911E 14.14' L215 N2602311811E 11.78' L216 N71023'17"E 10.01, L218 S7102311711W 20.01, L219 N7102311711E 6936' L220 S7102311711W 40.02' L225 N8903111911E 8133' L226 N89031'19"E 90.00, L227 S8903111911W 50.00, L251 r r 577004 42'W 10.00, L253 N8903113211E 64.56' L254 N8903113211E 80.00' L255 S89031'32'W 40.00' L260 N22003'02"W 147AS' L267 S89031'32"W 2451' L268 S4905710511E 81.21' L275 S22004'15'E 865.83' L285 S1034'16"W 14.98' L286 S103411611W 15.70' L287 N86057'20"W 12.71' L288 N86057'20"W 12.94' L289 S29050'08"E 144.861 L291 N29050'08"W 50.00' L296 S29050'08"E 125.94' L297 S2905010811E 89AT L298 N29050'08"W 44.97' L299 S29050'0811E 8032' L301 N29050108t1W 147.651 L302 N29050'08"W 2737' L303 N29050'08"W 23.61' L304 S87043'1711E 11.81' L305 S29050'08"E 23.61' L306 S87043'17"E 11.81' L319 S4400311411E 10.01, L322 S47005'30"E 10.00, U35 N89043'05"W 15.00' L337 N89043'05"W 31.77' IA47 N89043'05"W 23.78' L342 N62006'18"E 67.98' L343 N0016'55"E 24.18' L344 NO016'55"E 25.16' L345 N62006'18"E 21.18' L369 N28033'14"E 66.10' L370 S84051'46"E 11032' L371 S50040150"E 144.76' L372 S84012'02"E 17.27' L373 S29050'08"E 73.82' L374 N84012'02"W 7835' L375 N5004015011W 14438' 1376 N84051'46"W 52AT L377 S28033'14"W 26.70' 1379 N0031'48"W 10.00, L380 N89028'12"E 45.00' L381 S0031'48"E 10.01, L382 S89028'44"W 45.00' L383 S89031'19"W 4138' L385 S7102311711W 5235' 1386 N56058'18"E 435.24' L387 N40047125"W 10.00, L388 N4004712511W 10.00, L389 N89043'05"W 52.12' L390 N89031'32"E 38A6' L392 S56009'42"E 66.13' L393 S0028'41"E 11.78' L395 N56009'42"W 49.29' L396 S0028'59"E 33.99' L397 S89031'01"W 15.00' L398 N0028'59"W 32.12' L399 N56009'42"W 11.24' L405 N34001'41 "E 25.00, L401 N86053'48"E 7632' L402 S86053'48"W 83.21' L403 S22003'02"E 21.15' L404 N56009'42"W 49.29' L407 N34001'41 "E 25.00' L409 N34001'41 "E 34.53' L410 N22027'37"W 27.03' 1,411 S44031'19"W 537' L412 S44031'19"W 8.78' L413 S89031'27"W 34.50' L420 S1101011011W 1037' L421 N11010'10"E 1034' L422 N0028'41 "W 10.00, L423 N8903111911E 20.00' L424 S89031'19"W 20.00' L425 S0028'41 "E 10.00, L426 N89031'19"E 2%.53' L427 N89031'19"E 2.70' L140 S89031'19"W 859.63' L428 N89031'19"E 90.001 L429 N89031'19"E 50.00, L433 S31029'44"E 20.00' L434 N31029'4411W 20.00, L435 N31029'44"W 20.00' L436 S31029'44"E 20.00' L441 S8904310511E 81.70' L442 S89043'05"E 28.88' L443 N8903115811E 20.00' L444 S0016'5511W 10.26' L445 N89043'05"W 20.00' L446 N0016155"E 10.00, L448 N62006'18f1E 24.76' o . " r LINE TABLE Id Bearing Distance Ll S63036'4211E 14.14' L2 N33001142"W 22.00' L3 S78001'42"E 12.02' L4 N5605811811E 63.00' L5 N11058'18"E 12.02' L6 S28048132"E 12.00' L7 N0028'41 "W 350' L8 N89031119"E 60.00' L9 S0028'41"E 350' L10 S7700414211W 49.73' Lll N12055'18"W 350' L12 N77004142"E 60.00' L13 S12055'1811E 350' 1,14 N77004'42"E 49.09' L15 N67056'58"E 20.00' L16 S2200310211E 27.48' L17 N67056'58"E 60.00' L18 5002814111E 48.54' L19 S4502813411E 14.14' L20 N89031'32"E 4559' L21 S8903113211W 64.62' L22 N4905710511W 99.79' L23 N002841"W 90.00, L24 S002814111E 350' L25 S89031'19"W 60.00' L26 N002841 "W 350' L27 N7700414211E 49.09' L28 S12055'I811E 350' L29 S77004'42"W 60.00' L30 N12055'18"W 350' L31 N77004'42"E 49.73' L32 S18018'41"E 12.00' L33 N78001142"W 12.02' L34 S56058'18"W 63.00' L35 S11058'18"W 12.02' L36 N71023'1711E 4235' L37 N63036'43"W 12.021 L38 S71023'17'W 6150' L39 NI8036143"W 350' L40 N42042'56"E 4.10' L41 S470171041E 60.00' L42 S42042'56' W 4.10' L43 N2039142"E 4.10' L44 S87020'I8"E 60.00' L45 S203914211W 4.10' L46 N44003'14"W 4.10' L47 N45056'46"E 60.00' L48 S44003'14"E 4.10' L49 S89052'21"E 13.94' L50 S36031'51 "W 153.80' L51 N47005'30"W 9.98, L52 N36012'02"E 14.59' L53 N47005'30"W 33.24' L54 N42054'30"E 60.00' L55 S47005'30"E 33.00' L56 N20054'18"W 2.93' L57 N69005'42"E 60.00' L59 N62006'18"E 69AT L60 S35021'32"E 20.00' L61 N0027126"W 14.71' L62 N89043'05"W 25.00, L63 N0027'26"W 12557' L65 SO016155"W 350' L66 N89043'05"W 60.00' L67 NO016'55"E 3.50' L68 N89043'05"W 81.58' L69 S47005'30"E 14.49' L70 S42054'30"W 60.00' L71 N47005'30"W 14.23' L72 S86054'26"W 13.89' L73 N36031'51 "E 169.50' L74 S44003'14"E 10.07' L75 S44003'14"E 35.92' L76 S45056146"W 66.00' L77 N4400311411W 35.92' L78 S2039'42"W 35.96' L79 N87020118"W 60.00' L80 N2039'42"E 35.96' 1,81 S42042'56"W 2.96' L82 N47017'04"W 60.00' L83 N42042'56"E 2.96' L84 S60009'52"W 36.50' L85 N29050'08"W 60.00' L86 N60009'52"E 3650' L87 S43000'33"W 63.55' L88 N28034'00"W 81.94' L89 S9026'07"W 37.14' L90 N80033'53"W 60.00' L91 N9026107"E 37.14' L199 S49057'05"E 104.70' L200 S0028'41"E 90.00, L201 N44031'26"E 14.14' L202 S89031'32"W 89.13' L384 N56058'1811E 164.44' L391 S34001141"W 5953' L414 S0028'28"E 30.00' L415 S29050'50"W 25.83' L419 N47035'05"W 63.68' r "58,501 Filed for Record in the Official Records Of: Denton County On: 9/23/2020 10:29:02 AM In the PLAT Records NORTHSTAR PARKWAY Doc Number: 2020-330 Number of Pages: 6 Amount: 300.00 Ord er#: By: SG OPEN SPACE LINE TABLE Id Bearing Distance L92 S26023'18"W 14.14' L416 S71023'17"W 117.26' L94 S63036'43"E 14.14' L134 N26023'17"E 14.14' L135 S71023'17"W 4235' L136 N56058'18"E 425.24' L137 N78001'42"W 14.14' L138 N11058'18"E 14.14' L139 N56058'18"E 154A4' L140 S89031'19"W 859.63' L141 N89031'32"E 494.94' L142 N36026'26"W 13.92' L143 S55018'40"W 13.92' L144 S29050'08"E 507.42' L145 N15009'52"E 14.14' L146 S74050'08"E 14.14' L147 S29050'08"E 667.02' L148 N1032'00"W 1433' L149 S86057'5211W 1433' L150 N41035'14"W 1433' L151 S46054'38"W 1433' L153 S0007'50"W 1434' L154 N1020'28"W 13.96' L155 N89043'05"W 71.58' L156 S44043'05"E 14.14' L157 S45016'55"W 14.14' L158 N89043'05"W 300.88' L159 N47035'05"W 14.83' L160 N56058'18"E 225.00' L161 S11058'18"W 14.14' L162 S78001'42"E 14.14' L163 N56058'18"E 154.44' L164 S89031'19"W 23439' L165 N44031'19"E 14.14' L166 S45028'41"E 14.14' L167 S89031'19"W 545.24' L168 N77004'42"E 39.73' L169 S32004'42"W 14.14' L170 N57055'18"W 14.14' L171 N77004'42"E 39.09' L172 S89031'19"W 762.47' L173 SO028'41"E 48.54' L174 N89031'32"E 538.58' L175 S29050'08"E 1254.45' L179 S88032'03"W 13.94' L180 N3006'11"W 13.94' L181 S48028'49"W 13.94' L182 S43009'25"E 13.94' LIM N104553"E 13.94' L184 N3000'18"W 1437' L185 N8803535"E 1431' L186 S23017'46"W 1434' L188 N89043'05"W 446.66' L189 N44054'45"E 14.05' L191 S45028'41"E 14.14' L192 S89031'19"W 446.96' L193 N44031'19"E 14.14' L194 S45028'41"E 14.14' L195 S89031'19"W 23550' LI% S32004'42"W 14.14' L197 S57055'18'E 14.14' L198 N44031'19"E 14.14' L205 N33001'42"W 2.00' L206 S78001'42"E 2.12' L207 N33001'42"W 2.00' L208 S78001'42"E 2.12, L209 N33001'42"W 2.00' L210 S11058'18"W 2.12' L211 N33001'42"W 2.00' L214 S0027'26"E 79.17' L269 S67056'58"W 18.00' L350 N7055'14"E 28.93' L417 S89031'32"W 11.47' L418 N18036'43"W 2.00' L430 N65006'32"W 1434' 1,437 o r n r Ztl Tract 1 being 16.228 acres, Tract 2 being 25.528 acres for a total of 41.756 acres 1,818,891 sq. ft. DATE: SEPTEMBER 10, 2020 Case No. FP-18-091 PRELIMINARY PLAT CASE NO. PP-17-025 CURVE TABLE Id Delta Radius Arc Length Chord Ch Bear C1 14025'00" 1145.00' 288.10' 28734' N64010148"E C2 28019'51" 1265.00' 625.50' 619.151 N75021'2411E C3 4013111/1 1277.001 94.05' 94.03' N59004'5311E C4 12026'37" 1335.00' 289.94' 28937' N83018'01"E C5 12026'37" 1465.00' 318.171 317.55' N83018'01"E C6 21034122/1 430.001 161.901 160.951 S11015'52"E C7 27054'03" 480.00' 233.74' 231A4' N36000'04"W C8 49028124/1 490.001 423.10' 410.08' N25012'53"W C9 12026'37" 1335.00' 289.94' 28937' S83018101"W CIO 12026'37" 1465.00' 318.17' 317.55' S83018'01"W Cll 1705010011 1135.001 353.271 351.95' S80036'19"W C12 14043'01" 1123.00' 288.45' 287.66' S64019'48"W C13 14025'00" 1277.00' 32131' 32OAT S64010'48"W C14 160021031/ 1215.001 340.02' 338.911 S37051109"E C15 37013'27" 1215.00' 78936' 775.55' S67018'41"E C16 43053'09" 1215.00' 930.63' 908.05' N69018'14"E C17 7032139/1 1225.001 16130' 161.181 N40018'11"E C18 4047'30" 1265.00' 105.80' 105.76' N380553711E C19 23041'44" 1265.00' 523.16' 519.44' N55053'18"E C21 87002'56" 50.00, 75.96' 68.87' S81050'04"E C23 46006'42" 1135.00' 913A5' 889.00' S67013'34"W C24 4007131/1 1145.001 82.44' 82.42' S38035'37"W C25 2050'03" 1335.001 66.04' 66.03' S3705615311W C26 5007'33" 1345.00' 12033' 120.29' S41058'38"W C27 44001'54" 1345.00' 1033.63' 100838' S69022'04"W C28 37029151" 1345.00' 880.241 864.621 N67018141 "W C29 16010'15" 1345.00' 379.61' 37835' N37055'15"W C30 13043156" 1135.00' 272.03' 27138' N36042'06"W C31 50046107" 90.00, 79.75' 77.16' N68057107"W C32 43042'1511 147.50' 11251' 109.80' N34004'06"W C33 48002'44" 90.00, 75A7' 73.28' N36014121"W C34 18047/18/1 1135.001 372.191 370.521 N6903912211W C35 8023'42" 1135.00' 16630' 166.15' N86016'37"W C82 49028/24/1 430.001 371.29' 359.87' S25012'53"E C69 21034'22" 370.00' 13931' 138.491 N11015'52"W C110 18055129" 370.001 122.21' 121.661 S12035'18"E C146 8059'20" 1275.00' 200.03' 199.82' S12003'42"E C158 19049'41" 1265.00' 437.77' 43559' N80022105"E C170 14035' 1711 150.00, 38.19' 38.09' S25054'21 "E C171 16012'18" 150.00, 42A2' 42.28' N25005'51"W 005513511 r 15,761 15,761 1 N1603115511W CL CURVE TABLE Id Delta Radius Are Length Chord Ch Bear C37 32033'02" 1200.00' 681.73' 672.60' S73014'49"W C38 12026'37" 1400.00' 304.06' 303.46' N83018'01"E C39 12026'37" 1400.00' 304.06' 303.46' S83018'01"W C40 21034'22" 400.00' 150.61' 149.72' N11015'52"W C41 49n8'24" 460.00' 397.20' 394.97' S25012'53"E C42 8009'03" 510.00' 72.55' 72.49' N45052'34"W C43 9054'35" 1200.00' 207.55' 207.29' N85031'10"W C44 50043'45" 1200.00' 1062.47' 1028.11' N55012'00"W C45 17026'57" 1280,00' 389.82' 38831' S38033'36"E C46 40003'13" 1280.00' 894.81' 876.70' S67018'41"E C47 46042'56" 1280.00' 1043.64' 1014.97' N69018'14"E C48 9024'55" 1280.00' 21034' 210.10' N41014'19"E C49 6008'19" 1200.00' 128.56' 12850' S39036'01"W C50 26025'32" 1200.00' 553A6' 548.56' S55052'56"W C51 21011'13" 1200.00' 443.74' 441.21' S79041119"W r" 1200,001 r 1 301,14' N64010'48"E OPEN SPACE CURVE TABLE Id Delta Radius Arc Length Chord Ch Bear C52 14025'00" 1255.00' 315.78' 314.95' N64010'48"E C53 32033'02" 1145.00' 650.49' 641.78' S73014'49"W C54 7054'28" 1145.00' 158.03' 157.90' N86031'13"W C55 18018'04" 1145.00' 365.73' 364.18' N69024'45"W C59 13043'56" 1145.00' 274.42' 273.77' N36042'06"W C60 15043'56" 1335.00' 366.56' 365.411 S3704210611E C61 36037'12" 1335.00' 853.25' 838.80' S67018'41"E C62 43009'11" 1335.00' 1005AT 981.88' N69022'06"E C63 4044'07" 1335.00' 11033' 11030' N41043'58"E C64 45037'20" 1145.00' 911.72' 887.82' S67028'15"W C65 13013'34" 1265.00' 292.01' 29136' S12017'28"E C66 32033'02" 1255.00' 712.98' 703.43' S73014'49"W C67 12026'37" 1345.00' 292.11' 291.54' N83018'01 "E C68 12026'37" 1455.00' 316.00' 315.38' S83018'01"W C69 21034'22" 370.00' 13931' 138.49' N11015'52"W C74 15034'41" 1225.00' 333.06' 332.04' S37037'28"E C75 36018'42" 1225.00' 77635' 763.43' S67018'41"E C76 42058'25" 1225.00' 918.79' 897.40' N69018'14"E C77 4019'21" 1255.00' 94.68' 94.66' S38041'32"W C78 22045'45" 1255.00' 49859' 49532' S55053'15"W C79 19021'38" 1255.00' 424.07' 422.06' S80036'06"W C80 12026'37" 1455.00' 316.00' 31538' N83018'01"E C81 12026'37" 1345.00' 292.11' 291.54' S83018'01"W C144 8023'42" 1255.00' 183.88' 183.72' N86016'37"W o r n r , r1 N51054'53"W FINAL PLAT SHOWING LOT 1X , BLOCK 33, LOT 1X , BLOCK 16, LOT 1X , BLOCK 18, LOT IX, BLOCK 20, LOT IX, BLOCK 24, LOT IX, BLOCK 26, LOT 1X , BLOCK 29, LOT 1X , BLOCK 31, LOT IX, BLOCK 33, LOT IX , BLOCK 36, LOT IX, BLOCK 42, LOT IX , BLOCK 43, LOT IX, BLOCK 58, LOT 1X , BLOCK 59, LOT 1 X , BLOCK 60, LOT 1X , BLOCK 61, LOT 1X , BLOCK 62, LOT IX, BLOCK 64, LOT IX, BLOCK 65, LOT IX, BLOCK 66, LOT IX, BLOCK 67, LOT IX, BLOCK 68 NORTHSTAR PARKWAY AN ADDITION TO FAR NORTH FORT WORTH MUNICIPAL UTILITY DISTRICT NO.1 LOCATED IN TARRANT, DENTON, AND WISE COUNTIES, TEXAS, AND BEING SITUATED IN THE M. ASHTON SURVEY, ABSTRACT NO. 8, AND THE M.E.P. & P. R.R. CO. SURVEY, ABSTRACT NO.1131, TARRANT COUNTY, TEXAS AND THE M. ASHTON SURVEY, ABSTRACT NO. 1, DENTON, AND WISE COUNTIES, TEXAS AND THE T. & P. R.R. COMPANY SURVEY, ABSTRACT 1035, WISE COUNTY TEXAS. OWNER: OWNER: SURVEYOR: ENGINEER: v NORTHSTAR RANCH, LLC 170 NORTHSTAR RANCH WHITFIELD -HALL SURVEYORS k WELCH ENGINEERING 3W5 LACKLAND RD FORT WORTH, TX 76116 DEVELOPER,INC. 3045 LACKLAND RD REGISTERED PROFESSIONAL LAND SURVEYORS 3569 WHMAMS ROADS SUITE 107 1308 NORWOOD DRIVE, SUITE 200 {s REDFORD, TEXAS 76022 E FORT WORTH, TX 76116 FORT WORTH, TEXAS 16116 (817) 589.29W (817) SW2916 Ga TRS FIRM REG. N. 101385M r' PAGE 4 OF 6 a PLAT RECORDED IN DOCUMENT NUMBER DATE , 2020 JOB NO.17-123 a PART 1 West Tract WHEREAS, Northstar Ranch, a Limited Liability Company, is the owner of a 16.288 Acres of land out of the T. & P. RR CO. Survey Abstract 1035, and the Charles Fleisner Survey, Abstract 310, Wise County Texas, and being a portion of a certain tract of land described as Tract IH in deed to Northstar Ranch LLC, recorded in Instrument Number D217014609, Deed Records, Tarrant County, Texas, Instrument Number 2017-7539, Deed Records, Denton County, Texas, and Instrument Number 2017007%, Official Records, Wise County, Texas. The bearings for this survey are based on the Texas State Plane Coordinate System, Texas North Central Zone (4202), North American Datum 1983, as determined using static observations and NOAA/NGS OPUS calculations. Said 16.288 Acres being described by metes and bounds as follows: COMMENCING at a Texas Department of Transportation Monument found in the east right of way line of State Highway 287/State Highway 81, and in the west line of said Northstar Ranch, LLC tract, said monument bears North 13°40'04" West, a distance of 467.80 Feet from a 5/8" iron rod found at the most westerly southwest corner of said Northstar Ranch, LLC. tract; THENCE North 18036'42" West, along said east right of way fine and said west line, a distance of 193.43 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set for the POINT OF BEGINNING; THENCE North 18°36'42" West, continuing along said east right of way Line and said west tine, a distance of 274.89 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; THENCE departing said east right of way line and said west line and continuing over and across said Northstar Ranch, LLC. tract the following courses and distances: South 63°36'42" East, a distance of 14.14 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 71°23'17" East, a distance of 239.61 Feet to the point of curvature of a tangent curve, concave to the northwest, having a radius of 1145.00 Feet a central angle of 14025'00", and a chord of 28734 Fat bearing North 64°10'48" East; Easterly along said curve, a distance of 288.10 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 56058'18" East, a distance of 200.24 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 33101'42" West, a distance of 22.00 Fat to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 56158'18" East, a distance of 225.00 Feet to a 1/211 iron rod with plastic cap stamped "RPLS 4818" set; South 78001'42" East, a distance of 12.02 Fat to a 11211 iron rod with plastic cap stamped "RPLS 4818" set; North 56058'18" East, a distance of 63.00 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 11158'18" East, a distance of 12.02 Fat to a 1/211 iron rod with plastic cap stamped "RPLS 4818" set; North 56°58'18" East, a distance of 154.44 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set for the point of curvature of a tangent curve, concave to the southeast, having a radius of 1277.00 Feet a central angle of 4013'11 ", and a chord of 94.03 Fat bearing North 59004'53" East; Northeasterly along said curve, a distance of 94.05 Feet to a I/2" iron rod with plastic cap stamped "RPLS 4818" set; South 28148'32" East, a distance of 12.00 Fat to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set for the point of curvature of a non -tangent curve, concave to the south, having a radius of 1265.00 Feet a central angle of 28019'51", and a chord of 619.15 Feet bearing North 75021'24" East; Northeasterly along said curve, a distance of 62550 Fat to a 1/211 iron rod with plastic cap stamped "RPLS 4818" set; North 8991'19" East, a distance of 24439 Fat to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 0°28'41" West, a distance of 350 Fat to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 89031'19" East, a distance of 60.00 Fat to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; South 0128'41" East, a distance of 3.50 Fat to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 891131'19" East, a distance of 555.24 Fat to a 1/21' iron rod with plastic cap stamped "RPLS 4818" set for the point of curvature of a tangent curve, concave to the north, having a radius of 1335.00 Feet a central angle of 12026'37", and a chord of 28937 Feet bearing North 83118'01" East; Easterly along said curve, a distance of 289.94 Fat to a 1/211 iron rod with plastic cap stamped "RPLS 4918" set; North 77°04'42" East, a distance of 49.73 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 12°55'18" West, a distance of 3.50 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 481811 set; North 77004'42" East, a distance of 60.00 Feet to a 1/211 iron rod with plastic cap stamped "RPLS 4818" set; South 12055'18" East, a distance of 3.50 Feet to a 1/211 iron rod with plastic cap stamped "RPLS 4818" set; North 77104'42" East, a distance of 49.09 Feet to a 1/211 iron rod with plastic cap stamped "RPLS 4818" set for the point of curvature of a tangent curve, concave to the south, having a radius of 1465.00 Feet a central angle of 12°26'37", and a chord of 317.55 Feet bearing North 83018'01" East; Easterly along said curve, a distance of 318.17 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 89°31'19" East, a distance of 717.85 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 0°28'41" West, a distance of 202.78 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 67056'58" East, a distance of 20.00 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set in the occupied west right of way fine of Bates Aston Road, an undedicated 60 Foot right of way; South 22103'02" East, along said west right of way line, a distance of 27A8 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; THENCE North 67056'58" East, departing said west right of way line and continuing over and across said Bates Aston Road, a distance of 60.00 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set in the east right of way line of said Bates Aston Road for the point of curvature of a non -tangent curve, concave to the west, having a radius of 430.00 Feet a central angle of 21034'2211, and a chord of 160.95 Feet bearing South 11°15'52" East; THENCE Southerly, departing said west right of way line and continuing over and across said Bates Aston Road and along said curve, a distance of 161.90 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; THENCE continuing over and across said Bates Aston Road, the following courses and distances; South 0128'41" East, a distance of 48.54 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; South 45°28'34" East, a distance of 14.14 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 89°31'32" East, a distance of 45.59 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set in said east right of way line; THENCE South 22004'15" East, along said east right of way line, a distance of 11831 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; THENCE South 89°31'32" West, departing said east right of way line and continuing over and across said Bates Aston Road, a distance of 64.62 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set in the said west right of way line; THENCE South 22003102" East, a distance of 779.61 Feet to a 112" iron rod with plastic cap stamped "RPLS 4818" set for the point of curvature of a non -tangent curve, concave to the southwest, having a radius of 480.00 Feet a central angle of 27°54'03", and a chord of 231A4 Feet bearing North 36000'04" West; THENCE Northerly departing said west right of way line and continuing over and across said Northstar Ranch, LLC. tract and along said curve, a distance of 233.74 Feet to a 112" iron rod with plastic cap stamped "RPLS 4818" set; THENCE continuing over and across said Northstar Ranch, LLC. tract, the following courses and distances; North 49057'05" West, a distance of 98.79 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set for the point of curvature of a tangent curve, concave to the northeast, having a radius of 490.00 Feet a central angle of 49°28'24", and a chord of 410.08 Feet bearing North 25*12'53" West; Northwesterly along said curve, a distance of 423.10 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 0°28'41" West, a distance of 90.00 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; South 89031'19" West, a distance of 466.96 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; South 002841" East, a distance of 3.50 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; South 89131'19" West, a distance of 60.00 Feet to a 1/211 iron rod with plastic cap stamped "RPLS 4818" set; North 0128'41" West, a distance of 3.50 Feet to a 1/211 iron rod with plastic cap stamped "RPLS 4818" set; South 89031'19" West, a distance of 245.50 Feet to a 1/211 iron rod with plastic cap stamped "RPLS 4818" set for the point of curvature of a tangent curve, concave to the south, having a radius of 1335.00 Feet a central angle of 12°26'37", and a chord of 28937 Feet bearing South 83018'01" West; Westerly along said curve, a distance of 289.94 Feet to a 112" iron rod with plastic cap stamped "RPLS 4818" set; South 77004'42" West, a distance of 49.09 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; South 12155'18" East, a distance of 3.50 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; South 77004'42" West, a distance of 60.00 Feet to a 1/211 iron rod with plastic cap stamped "RPLS 4818" set; North 12°55'18" West, a distance of 350 Feet to a 1/211 iron rod with plastic cap stamped "RPLS 4818" set; South 77°04'42" West, a distance of 49.73 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set for the point of curvature of a tangent curve, concave to the north, having a radius of 1465.00 Feet a central angle of 12°26'37", and a chord of 317.55 Feet bearing South 83°18'01" West; Westerly along said curve, a distance of 318.17 Fat to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; South 891131'19" West, a distance of 859.63 Fat to a 1/21' iron rod with plastic cap stamped "RPLS 4818" set for the point of curvature of a tangent curve, concave to the south, having a radius of 1135.00 Fat a central angle of 17150'00", and a chord of 351.85 Feet bearing South 80°36'19" West; Westerly along said curve, a distance of 353.27 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; South 18°18'41" East, a distance of 12.00 Fat to a 112" iron rod with plastic cap stamped "RPLS 4818" set for the point of curvature of a non -tangent curve, concave to the southeast, having a radius of 1123.00 Fat a central angle of 14°43'01", and a chord of 287.66 Fat bearing South 64°19'48" West; Westerly along said curve, a distance of 288A5 Fat to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; South 56°58'18" West, a distance of 154.44 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 78°01'42" West, a distance of 12.02 Fat to a 11211 iron rod with plastic cap stamped "RPLS 4818" set; South 56°58'18" West, a distance of 63.00 Fat to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; South 11°58'18" West, a distance of 12.02 Fat to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; South 56058'18" West, a distance of 425.24 Fat to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set for the point of curvature of a tangent curve, concave to the northwest, having a radius of 1277.00 Fat a central angle of 14°25'00", and a chord of 320.47 Fat bearing South 64°10'48" West; Southwesterly along said curve, a distance of 32131 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; South 71°23'17" West, a distance of 4235 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 63°3643" West, a distance of 12.02 Fat to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; South 71123'17" West, a distance of 6150 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; South 18°36'43" East, a distance of 58ZO Fat to the point of curvature of a tangent curve, concave to the northeast, having a radius of 150.00 Fat a central angle of 14°35'17", and a chord of 38.09 Feet bearing South 25054'21" East; Southerly along said curve, a distance of 38.19 Fat to the point of curvature of a reverse curve, concave to the southwest, having a radius of 150.00 Feet a central angle of 16°12'18", and a chord of 42.28 Feet bearing North 25005'51" West; Southeasterly along said curve, a distance of 42A2 Fat to the point of curvature of a reverse curve, concave to the west, having a radius of 975.00 Feet a central angle of 0°55'35", and a chord of 15.76 Fat bearing North 16°31'55" West; Southerly along said curve, a distance of 15.76 Fat; South 76019'56" West, a distance of 146.85 Fat to the POINT OF BEGINNING and containing a computed area of 16.288 Acres, more or less. TRACT2 WHEREAS, Northstar Ranch, a Limited Liability Company, is the owner of a 25528 Acres of land out of the Charles Fleisner Survey, Abstract Number 310, the M. Ashton Survey, Abstract Number 1, Wise County Texas, and the M. Ashton Survey, Abstract Number 8, Tarrant County, Texas and being a portion of a certain tract of land described as Tract I in deed to Northstar Ranch LLC, recorded in Instrument Number D217014609, Deed Records, Tarrant County, Texas, Instrument Number 2017-7539, Dad Records, Denton County, Texas, and Instrument Number 2017007%, Official Records, Wise County, Texas. The bearings for this survey are based on the Texas State Plane Coordinate System, Texas North Central Zone (4202), North American Datum 1983, as determined using static observations and NOAA/NGS OPUS calculations. Said 25.528 Acres being described by metes and bounds as follows: BEGINNING at a 1/2" iron rod found for the northwest corner of said Tract I and the southwest corner of a certain tract of land described in deed to the Livengood Family Trust, John T. Livengood, Trustee, Jo Ann Livengood, Trustee, Mary Ann Livengood Watldns, Carly Ann Carter, Kelli Rene Carter, recorded in Instrument Number 201328993, Official Records, Wise County, Texas; THENCE North 89°31'32" East, along the common line of said Tract I and said Livengood tract, a distance of 1281.47 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set for the northwest comer of that certain tract of land described in a deed to Lucas Perry, recorded in Instrument Number 201712229, Official Records, Wise County, Texas; THENCE South 29050'08" East, departing said common line and continuing along the west line of said Perry tract, at a distance of 51059 Fat pass the southwest comer of said Perry tract, and the northwest comer of that certain tract of land described in a deed to John P. Wilson, as recorded in Instrument Number D217049752, Deed Records, Tarrant County, Texas, and in Instrument Number 201701968, Official Records, Wise County, Texas, departing said west line of the Perry tract and continuing along a west fine of the Wilson tract, a total distance of 1807.13 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set for the southwest comer of said Wilson tract; THENCE North 89131'32" East, departing said west line of the Wilson tract and continuing along the south line of said Wilson tract, a distance of 439.27 Feet to a 1/211 iron rod with plastic cap stamped "RPLS 4818" set; THENCE departing said south fine of the Wilson tract and continuing over and across said Tract I the following courses and distances: South 0°28'28" East, a distance of 30.00 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; South 89°31'32" West, a distance of 396.81 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; South 29°50'50" West, a distance of 25.83 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 481811 set; South 29°50'08" East, a distance of 13332 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set at the point of curvature of a tangent curve, concave to the northeast, having a radius of 1215.00 Feet a central angle of 16°02'03", and a chord of 338.91 Feet bearing South 37051'09" East; Southeasterly along said curve, a distance of 340.02 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 42042156" East, a distance of 4.10 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 481811 set; South 47017'04" East, a distance of 60.00 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; South 42042'56" West, a distance of 4.10 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set for the point of curvature of a non -tangent curve, concave to the northeast, having a radius of 1215.00 Feet a central angle of 3701312711, and a chord of 775.55 Feet bearing South 67018141" East; Southeasterly along said curve, a distance of 78936 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 2°39'42" East, a distance of 4.10 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; South 87°20'18" East, a distance of 60.00 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; South 2039'42" West, a distance of 4.10 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set for the point of curvature of a non -tangent curve, concave to the north, having a radius of 1215.00 Feet a central angle of 43°53'09", and a chord of 908.05 Feet bearing North 69018'14" East; Easterly along said curve, a distance of 930.63 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 44°03'14" West, a distance of 4.10 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 481811 set; North 45°56'46" East, a distance of 60.00 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; South 44003'14" East, a distance of 4.10 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; South 89052121" East, a distance of 13.94 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set for the point of curvature of a non -tangent curve, concave to the northwest, having a radius of 1225.00 Feet a central angle of 7032'39", and a chord of 161.18 Feet bearing North 40°18'11" East; Northeasterly along said curve, a distance of 16130 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 36031'51" East, a distance of 153.80 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 47005'30" West, a distance of 9.98 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 481811 set; North 36°12'02" East, a distance of 14.59 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set for the point of curvature of a non -tangent curve, concave to the southeast, having a radius of 1265.00 Feet a central angle of 4147'30", and a chord of 105.76 Feet bearing North 38°55'37" East; Northeasterly along said curve, a distance of 105.80 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 47°05'30" West, a distance of 3.24 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 42°54'30" East, a distance of 60.00 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; South 4700513011 East, a distance of 3.00 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 481811 set for the point of curvature of a non -tangent curve, concave to the southeast, having a radius of 1265.00 Feet a central angle of 23141'44", and a chord of 519.44 Feet bearing North 55053118" East; Northeasterly along said curve, a distance of 523.16 Feet to a 1/211 iron rod with plastic cap stamped "RPLS 4818" set; North 20054'18" West, a distance of 2.93 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 69005,42" East, a distance of 60.00 Feet to a 1/211 iron rod with plastic cap stamped "RPLS 4818" set; South 20054/18/1 East, a distance of 2.93 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set for the point of curvature of a non -tangent curve, concave to the south, having a radius of 1265.00 Feet a central angle of 19049'41 ", and a chord of 43559 Feet bearing North 80022/05/1 East; Easterly along said curve, a distance of 437.77 Fat to a 1/211 iron rod with plastic cap stamped "RPLS 4818" set; South 89*43105" East, a distance of 17537 Fat to a 1/211 iron rod with plastic cap stamped "RPLS 4818" set; North 62006'18" East, a distance of 69.47 Fat to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set for the point of curvature of a non -tangent curve, concave to the north, having a radius of 50.00 Fat a central angle of 87°02156", and a chord of 68.87 Feet bearing South 81*5010411 East; Southeasterly along said curve, a distance of 75.96 Feet to a 1/211 iron rod with plastic cap stamped "RPLS 4818" set; South 35°21'32" East, a distance of 20.00 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; South 89*43105" East, a distance of 129.96 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 0°27'26" West, a distance of 14.71 Fat to a 11211 iron rod with plastic cap stamped "RPLS 4818" set; North 89032/34/1 East, a distance of 75.00 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set in the east line of said Tract I and the west line of Senders Ranch,Phase III, Section 3A, an addition to the City of Fort Worth, Denton County, Texas recorded in Instrument Number 2009-64, Plat Records, Denton County, Texas; THENCE South 002726" East, along said east and west tines, a distance of 51631 Feet to a 1/211 iron rod with plastic cap stamped "RPLS 4818" set; THENCE departing said east and west tines and continuing over and across said Tract i, the following courses and distances; North 89°43'05" West, a distance of 25.00 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 00°2726" West, a distance of 125.57 Fat to the point of curvature of a non -tangent curve, concave to the east, having a radius of 1275.00 Feet a central angle of 08°59'20", and a chord of 1".82 Fat bearing South 12°03'42" East; Northerly along said curve, a distance of 200.03 Fat; North 47°35'05" West, a distance of 63.68 Fat; North 89043'05" West, a distance of 269.76 Feet; South 0016'55" West, a distance of 3.50 Fat to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 89°43'05" West, a distance of 60.00 Fat to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 0016'55" East, a distance of 3.50 Fat to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 89°43'05" West, a distance of 81.58 Fat to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set for the point of curvature of a tangent curve, concave to the southeast, having a radius of 1135.00 Feet a central angle of 46°06'42", and a chord of 889.00 Fat bearing South 67013'34" West; Westerly along said curve, a distance of 913A5 Feet to a 1/211 iron rod with plastic cap stamped "RPLS 4818" set; South 47105'30" East, a distance of 14A9 Fat to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; South 42°54130" West, a distance of 60.00 Fat to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 47°0510" West, a distance of 14.23 Fat to a 1/211 iron rod with plastic cap stamped "RPLS 4818" set; South 8605476" West, a distance of 13.89 Feet t to a 1/2" iron rod with plastic cap stamped "RPLS 481811 set for the point of curvature of a non -tangent curve, concave to the southeast, having a radius of 1145.00 Fat a central angle of 4°07'31", and a chord of 82.42 Fat bearing South 38135'37" West; Southwesterly along said curve, a distance of 82.44 Fat to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; South 36°3151" West, a distance of 16950 Fat to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set for the point of curvature of a tangent curve, concave to the northwest, having a radius of 1335.00 Feet a central angle of 2150'03", and a chord of 66.03 Feet bearing South 37°56'53" West; Southwesterly along said curve, a distance of 66.04 Feet to a 1/211 iron rod with plastic cap stamped "RPLS 4818" set; South 44°03'14" East, a distance of 10.07 Feet to a 1/211 iron rod with plastic cap stamped "RPLS 4818" set for the point of curvature of a non -tangent curve, concave to the northwest, having a radius of 1345.00 Feet a central angle of 5°07'33", and a chord of 120.29 Feet bearing South 41°58'38" West; Southwesterly along said curve, a distance of 12033 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; South 44°03'14" East, a distance of 35.92 Feet to a 1/211 iron rod with plastic cap stamped "RPLS 4818" set; South 45°5646" West, a distance of 66.00 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 44*0311411 West, a distance of 35.92 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set for the point of curvature of a non -tangent curve, concave to the north, having a radius of 1345.00 Feet a central angle of 44°01'54", and a chord of 100838 Feet bearing South 69122104" West; Southwesterly along said curve, a distance of 1033.63 Feet to a 1/211 iron rod with plastic cap stamped "RPLS 4818" set; Filed for Record in the Official Records Of: South 2°39'42" West, a distance of 35.96 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; Denton County On: 9/23/2020 10:29:02 AM North 87°20118" West, a distance of 60.00 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; In the PLAT Records NORTHSTAR PARKWAY North 2°39'42" East, a distance of 35.96 Feet to a 112" iron rod with plastic cap stamped "RPLS 4818" set for the point Doc Number: 2020 - 330 of curvature of a non -tangent curve, concave to the northeast, having a radius of 1345.00 Feet a central angle of 37°29'51 ", Number of Pages: 6 and a chord of 864.62 Feet bearing North 67018'41" West; Amount: 300.00 Order#: Westerly along said curve, a distance of 880.24 Feet to a 11211 iron rod with plastic cap stamped "RPLS 4818" set; By: SG South 42°42'56" West, a distance of 2.96 Feet to a 1/211 iron rod with plastic cap stamped "RPLS 481811 set; North 47°17'04" West, a distance of 60.00 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 481811 set; North 42042'56" East, a distance of 2.96 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set for the point of curvature of a non -tangent curve, concave to the northeast, having a radius of 1345.00 Feet a central angle of 16°10'15", and a chord of 37835 Feet bearing North 37055'15" West; Northwesterly along said curve, a distance of 379.61 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 29050/08/1 West, a distance of 677.02 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; South 60°09'52" West, a distance of 36.50 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 29°50'08" West, a distance of 60.00 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; North 60009'52" East, a distance of 36.50 Feet to a 1/211 iron rod with plastic cap stamped "RPLS 4818" set; North 29050'08" West, a distance of 517.73 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set for the point of curvature of a tangent curve, concave to the southwest, having a radius of 1135.00 Feet a central angle of 13°43'56", and a chord of 27138 Feet bearing North 36042'06" West; Northwesterly along said curve, a distance of 272.03 Feet to a 1/211 iron rod with plastic cap stamped "RPLS 4818" set for the point of curvature of a compound curve, concave to the south, having a radius of 90.00 Feet a central angle of 50°46'07", and a chord of 77.16 Feet bearing North 68057'07" West; Northwesterly along said curve, a distance of 79.75 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; South 43°00'33" West, a distance of 63.55 Feet to a 11211 iron rod with plastic cap stamped "RPLS 4818" set; North 28°34'00" West, a distance of 8194 Feet to a 1/211 iron rod with plastic cap stamped "RPLS 4818" set for the point of curvature of a non -tangent curve, concave to the northeast, having a radius of 14750 Feet a central angle of 43042'15", and a chord of 109.80 Feet bearing North 34°04'06" West; Northwesterly along said curve, a distance of 11251 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 481811 set for the point of curvature of a reverse curve, concave to the southwest, having a radius of 90.00 Feet a central angle of 4800214411, and a chord of 73.28 Feet bearing North 36°14'21" West; Northerly along said curve, a distance of 75.47 Feet to a 112" iron rod with plastic cap stamped "RPLS 4818" set for the point of curvature of a compound curve, concave to the south, having a radius of 1135.00 Feet a central angle of 1814718", and a chord of 370.52 Fat bearing North 69°39'22" West; Northwesterly along said curve, a distance of 372.19 Fat to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; South 9/26107/1 West, a distance of 37.14 Fat to a 1/211 iron rod with plastic cap stamped "RPLS 4818" set; North $0033153" West, a distance of 60.00 Feet to a I/2" iron rod with plastic cap stamped "RPLS 4818" set; North 9026107" East, a distance of 37.14 Fat to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set for the point of curvature of a non -tangent curve, concave to the south, having a radius of 1135.00 Fat a central angle of 8°2342", and a chord of 166.15 Fat bearing North 86°16'37" West; Westerly along said curve, a distance of 16630 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" set; THENCE South 89°31'32" West, a distance of 490.97 Feet to a 112" iron rod with plastic cap stamped "RPLS 4818" set in the west line of said Tract I; THENCE North 22006'52" West, along said west line of Tract I, a distance of 145A2 Fat to the POINT OF BEGINNING and containing a computed area of 25528 Acres, more or less. FINAL PLAT SHOWING LOT IX, BLOCK 33, LOT IX, BLOCK 16, LOT 1X , BLOCK 18, LOT IX, BLOCK 20, LOT IX, BLOCK 24, LOT 1X , BLOCK 26, LOT IX, BLOCK 29, LOT IX, BLOCK 31, LOT 1 X , BLOCK 33, LOT 1X , BLOCK 36, LOT 1X , BLOCK 42, LOT 1X , BLOCK 43, LOT 1X , BLOCK 58, LOT IX, BLOCK 59, LOT IX, BLOCK 60, LOT IX, BLOCK 61, LOT IX, BLOCK 62, LOT IX, BLOCK 64, LOT IX, BLOCK 65, LOT 1X , BLOCK 66, LOT 1X , BLOCK 67, LOT 1X , BLOCK 68 NORTHSTAR PARKWAY AN ADDITION TO FAR NORTH FORT WORTH MUNICIPAL UTILITY DISTRICT NO.1 LOCATED IN TARRANT, DENTON, AND WISE COUNTIES, TEXAS, AND BEING SITUATED IN THE M. ASHTON q - z z - SURVEY, ABSTRACT NO.8, AND THE M.E.P. & P. R.R. CO. SURVEY, ABSTRACT NO.1131, TARRANT COUNTY, TEXAS AND THE M. ASHTON SURVEY, ABSTRACT NO. 1, DENTON, AND WISE COUNTIES, TEXAS Tract 1 being 16.228 acres, AND THE Tract 2 being 25.528 acres T. & P. R.R. COMPANY SURVEY, ABSTRACT 1035, for a total of 41.756 acres WISE COUNTY TEXAS. 1,818,891 sq. ft. DATE: SEPTEMBER 10, 2020 Case No. FP-18-091 PRELIMINARY PLAT CASE NO. PP-17-025 OWNER: OWNER: SURVEYOR: ENGINEER: NORTHSTAR RANCH, LLC 170 NORTHSTAR RANCH WHITFIELD -HALL SURVEYORS WELCH ENGINEERING W5 LACKIAND RD FORT WORM TX 76116 DEVELOPER, INC. 3W [ACK AND RD REGESTERm PROFESSIONAL LAND soRMORS 35" WR,LIAMS ROAD, SIRES 107 1308 NoRwoov vswi, sunz Zoo BEDFORD, TEXAS 76KZ FORT WORM Tx 76116 FORT WORTH, TEXAS 76116 (817) 99-ZM (117) 560�2916 THIS FIRM REG. N. 1013M PAGE 5 OF 6 PLAT RECORDED IN DOCUMENT NUMBER DATE , 2020 JOB NO.17-123 DENTON COUNTY NOTES: UTILITY EASEMENTS Any public utility, including the City of Fort Worth, shall have the right to move and keep moved all or part of any building, fence, tree, shrub, other growth or improvement which in any way endangers or interferes with the construction, maintenance, or efficiency of its respective systems on any of the easements shown on the plat; and they shall have the right at all times to ingress and egress upon said easements for the purpose of construction, reconstruction, inspection, patrolling, maintaining, and adding to or removing all or part of its respective systems without the necessity at any time of procuring the permission of anyone. BUILDING PERMITS No building permits shad be issued for any lot in this Subdivision until an appropriate CFA or other acceptable provisions are made for the construction of any applicable water, sewer, storm drain, street lights, sidewalks, or paving improvements, and approval is first obtained from the City of Fort Worth. SITE DRAINAGE STUDY A site drainage study, showing conformance with the approved roadway drainage plan, may be required before any building permit will be issued on this site (a grading plan in some instances may be adequate.) If the site does not conform, then a drainage study may be required along with a CFA for any required drainage improvements and the current owner shall submit a letter to the Department of Transportation and Public Works stating awareness that a Site Drainage Study will be required before any permit is issued. The current owner will inform each buyer of the same. FLOODPLAIN RESTRICTION No construction shall be allowed within the floodplain easement, without the written approval of the Director of Transportation and Public Works. In order to secure approval, detailed engineering plans and/or studies for the improvements, satisfactory to the Director, shall be prepared and submitted by the part(s) wishing to construct within the flood -plain. Where construction is permitted, all finished floor elevations shall be a minimum of two (2) feet above the floodplain base flood elevation resulting from ultimate development of the watershed FLOODPLAIN/DRAINAGE WAY - MAINTENANCE The existing creek, stream, river, or drainage channel traversing along or across portions of this addition, will remain unobstructed at all times and will be maintained by the individual lot owners whose lots are traversed by, or adjacent to, the drainageways. The City of Fort Worth will not be responsible for the maintenance, erosion control, and/or operation of said drainageways. Property owners shall keep the adjacent drainageways traversing their property clean and free of debris, silt or other substances which would result in unsanitary conditions, and the City shall have the right of entry for the purpose of inspecting the maintenance work by the property owners. The drainageways are occasionally subject to storm water overflow and/or bank erosion that cannot be defined. The City of Fort Worth shall not be liable for any damages resulting from the occurrence of those phenomena, nor the failure of any structure(s) within the drainage ways. The drainage way crossing each lot is contained within the floodplain easement line as shown on the Plat. PRIVATE COMMON AREAS AND FACILITIES The City of Fort Worth shall not be held responsible for the construction, maintenance or operation of any lots containing private common areas or facilities identified as such on this plat. Said areas shall include, but not limited to: private streets, emergency access easements, and gated security entrances, recreation areas, landscaped areas and open spaces, water and wastewater distribution systems and treatment facilities, and recreation/clubhouselexercisel buildings and facilities. The land owners and subsequent owners of the lots and parcels in this subdivision, acting jointly and severally as a land owners association, shall be responsible for such construction, reconstruction, maintenance and operation of the subdivision's private common areas and facilities, and shall agree to indemnify and hold harmless the City of Fort Worth, Texas, from all claims, damages and losses arising out of, or resulting from the performance of the obligations of said owners association, as set forth herein. SIDEWALKS Sidewalks are required adjacent to both sides of all public and private streets, in conformance with the Sidewalk Policy per "City Development Design Standards". CONSTRUCTION PROHIBITED OVER EASEMENTS No permanent buildings or structures shall be constructed over any existing or platted water, sanitary sewer, drainage, gas, electric, or any other utility easement of any type. WATERIWASTEWATER IMPACT FEES The City of Fort Worth has an ordinance implementing the assessment and collection of water and wastewater impact fees. The total amount assessed is established on the recordation date of this plat application, based upon schedule I of the current impact fee ordinance. The amount to be collected is determined under schedule H then in effect on the date a building permit is issued, or the connection date to the municipal water and/or wastewater system. TRANSPORTATION IMPACT FEES The City of Fort Worth has an ordinance implementing the assessment and collection of transportation impact fees. The total amount assessed is established on the approval date of this plat application, based upon Schedule 1 of the impact fee ordinance in effect as of the date of the plat. The amount to be collected is determined under schedule 2 of said ordinance, and is due on the date a building permit is issued PARKWAY PERMIT Parkway improvements such as curb and & gutter, pavement tie in, drive approaches, sidewalks and drainage inlets may be required at time of building permit issuance via a parkway permit. URBAN FORESTRY Compliance with Tree Ordinance # 18 will be required P.R.V's. required Private P.R.V.'s will be required water pressure exceeds 80 P.S.I. RESIDENTIAL ACCESS Direct access from single/duplex residential drives onto {Boat Club) is prohibited. NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS THAT,170 Northstar Ranch Developer, INC., does hereby adopt this plat as Lot lx, Block 33, Lot Ix, Block 16, Lot lx, Block 18, Lot Is, Block 20, Lot lx, Block 24, Lot lx, Block 26, Lot lx, Block 29, Lot Ix, Block 31, Lot Ix, Block 33, Lot lx, Block 36, Lot lx, Block 42, Lot Is, Block 43, Lot lx, Block 58, Lot lx, Block 59, Lot Is, Block 60, Lot Ix, Block 61, Lot lx, Block 62, Lot Ix, Block 64, Lot lx, Block 65, Lot Ix, Block 66, Lot lx, Block 67, Lot lx, Block 68, as NORTHSTAR PARKWAY, an Addition to the Far North Fort Worth Municipal Utility District No. 1, located in Tarrant, Denton, and Wise Counties, Texas, and does hereby dedicate to the public use forever the streets and easements shown hereon. WIT7;v a day ofS 7 ,`'2 2020. Governin a her - kirn Gill STATE OF TEXAS )( COUNTY OF )( BEFORE ME, the undersigned authority, a notary public in and for said county and state, on this day personally appeared Kim Gill, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. / 1►- a TIMOTHY JOHN WELCH ' Notary Pub in County, Texas Notary 10 #10511190 ��My Commission Expires My commission expires• 6 �247*- June 21, 2024 A portion of the property depicted in this survey ties within an existing 100 year flood plain as shown on the Flood Insurance Rate Map for Wise County, Texas and incorporated areas, Community Map No. 48497CO600 G, Map revised December 16, 2011, the Flood Insurance Rate Map for Tarrant County, Texas and incorporated areas, Community Map No. 48439CO035 K, Map revised September 25, 2009, and the Flood Insurance Rate Map for Denton County, Texas and incorporated areas, Community Map No. 48121CO610 G, Map revised April 18, 2011. FORTWORTH CITY PLAN COMMISSION CITY OF FORT WORTH, TEXAS THIS PLAT IS VALID ONLY IF RECORDED WITHIN 90 DAYS AFTER DATE OF APPROVAL Plat Approval Date: �j -j pm yr ;Z2' -0 a0 airman Tin Secretary Filed for Record in the Official Records Of: Denton County On: 9/23/2020 10:29:02 AM In the PLAT Records NORTHSTAR PARKWAY Doc Number: 2020-330 Number of Pages: 6 Amount: 300.00 Order#: By: SG PRIVATE COMMON AREAS AND FACILITIES Denton County shall not be responsible for maintenance of private roads, drives, emergency access easements, recreation areas and open spaces: and the owners shall be responsible for the maintenance of private streets, drives, emergency access easements, recreation areas and open spaces and said owners agree to indemnify and hold harmless Denton County, from all claims, damages, and losses arising out of or resulting from performance of the obligations of said owner set forth in this paragraph Water to be provided by Fort Worth Water Department. SANITARY SEWER: Sanitary sewer to be handled by facilities approved by the Denton County Health Department MAINTENACE: The maintenance of paving, grading and drainage improvements and/or easements shown on this plat are the responsibility of the individual property owners and does not constitute acceptance of same for maintenance purposes by Denton County SURFACE DRAINAGE: A. All surface drainage easements shall be kept clear of fences, buildings, foundations, plantings and other obstruction to the operation and maintenance of the drainage facility B. Blocking the flow of water or constructing improvements in surface drainage easements, and filling or obstruction the floodway is prohibited Denton County will not be responsible for any damage, personal injury or loss of life or property occasioned by flooding or flooding condition The existing creeks or drainage channels traversing along or across the addition will remain as open channels and will be maintained by the individual property owners of the lot of lots that are traversed by or adjacent to the drainage courses along or across the lots Construction not completed within two years of the Commissioners Court approval shall be subject to current County Subdivision Rules and Regulations. A driveway culvert permit must be obtained from the Road and Bridge Departments by the owner of each lot prior to the construction, installation or placement of any driveway access improvements within the dedicated right-of-way No construction, without written approval from Denton County shall be allowed within an identified FIRM floodplain area, and then only after a detailed floodplain development permit including engineering plans and studies show that no rise in the Base Flood Elevation (BFE) will result, that no flooding will result, that no obstruction to the natural flow of water will result; and subject to all owners of the property affected by such construction becoming a party to the request. Where construction is permitted, all finish floor elevations shall be a minimum of two foot above the 100-year flood elevation. Utility Providers: Tri-County Electric Co-op 600 N W Parkway Azle, TX 76020 817444-3201 Atmos Energy Corporation PO Box 650205 Dallas, Texas 75265-0205 866-322-8667 CoSery Electric 7701 S Stemmons Corinth, TX 76210-1842 800-274-4014 Fort Worth Water Department P. O. Box 870 Fort Worth, TX 76101 817-392-4477 �t-2 _2��T FINAL PLAT SHOWING LOT 1X , BLOCK 33, LOT IX, BLOCK 16, LOT l X , BLOCK 18, LOT 1X , BLOCK 20, LOT IX, BLOCK 24, LOT IX, BLOCK 26, LOT IX , BLOCK 29, LOT IX , BLOCK 31, LOT IX, BLOCK 33, LOT IX, BLOCK 36, LOT IX, BLOCK 42, LOT IX, BLOCK 43, LOT IX , BLOCK 58, LOT 1 X , BLOCK 59, LOT IX, BLOCK 60, LOT IX, BLOCK 61, LOT IX, BLOCK 62, LOT IX, BLOCK 64, LOT 1X , BLOCK 65, LOT IX, BLOCK 66, LOT IX, BLOCK 67, LOT IX, BLOCK 68 NORTHSTAR PARKWAY AN ADDITION TO FAR NORTH FORT WORTH MUNICIPAL UTILITY DISTRICT NO.1 LOCATED IN TARRANT, DENTON, AND WISE COUNTIES, TEXAS, AND BEING SITUATED IN THE M. ASHTON SURVEY, ABSTRACT NO.8, AND THE M.E.P. & P. R.R. CO. SURVEY, ABSTRACT NO.1131, TARRANT COUNTY, TEXAS AND THE M. ASHTON SURVEY, ABSTRACT NO. 1, DENTON, AND WISE COUNTIES, TEXAS Tract 1 being 16.228 acres, AND THE SURVEYOR'S CERTIFICATION Tract 2 being 25.528 acres T. & P. R.R. COMPANY SURVEY, ABSTRACT 1035, STATE OF TEXAS: for a total of 41.756 acres WISE COUNTY TEXAS. COUNTY OF TARRANT: 1,818,891 sq. ft. DATE: SEPTEMBER 10, 2020 1, the undersigned, Registered Professional Land Surveyor, in the State of Texas, hereby state this plat is true and correct and was prepared from an actual survey of the property made under my supervision on Case No. FP-18-091 the ground PRELIMINARY PLAT CASE NO. PP-17-025 P 1STERTEfi M, 5; e OWNER: OWNER: SURVEYOR: ENGINEER: J nny .L. Williams • • ........................ JOMNNY D.L_ WILLIA NORTHSTAR RANCH LLC 170 NORTHSTAR RANCH r WHITFIELD -HALL SURVEYORS WELCH ENGINEERING Fde&t Professional Land Surveyor "V ...................... .. 4818 WS 1 ACKUNDRD DEVELOPER, INC. FORT WORTH, 7X 76116 REGIM Ell PROFESSIONAL unn suav¢FORS IMWOOD URrve, surreao 59WHIZ ROAD, 107 RMFOP 760n Texas egistration No. 4818 •= p :. - �9 � W 6116 FORT WORTH, 76� �: E 8 S ;� •y0 N (817) SW-2916 TBL4 FIRM For. Na 1011ssa9 DATE: SEPTEMBER 10, 2020 s u R PAGE 6 OF 6 JOB NO.17-123