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1996-025
OFFICIAL RECORD RESOLUTION NO. 96-25 A RESOLUTION OF THE CITY OF SOUTHLAKE, TEXAS AUTHORIZING THE CITY ATTORNEY TO BRING A CONDEMNATION ACTION FOR THE PURPOSE OF OBTAINING THREE PERMANENT UTILITY EASEMENTS AND THREE TEMPORARY CONSTRUCTION EASEMENTS FOR USE BY THE CITY FOR THE DENTON CREEK REGIONAL WASTEWATER SYSTEM, PHASE III OR FOR OTHER PUBLIC PURPOSES PERMITTED BY LAW Whereas, the City of Southlake is in the process of constructing a wastewater system, known as Denton Creek Regional Wastewater System, Phase III (the "Project") which will serve existing and future developments in the city; and Whereas, in order to complete construction of the Project, it is necessary for the city to acquire easements from property owners who own land across which the Project will be located; and Whereas, the city and the owners of said properties, Trophy Joint Venture of Trophy Club, have been unable to reach an agreement on the acquisition of these easements; and Whereas, the city council now deems it necessary to authorize the city attorney to initiate condemnation proceedings in order to acquire the necessary easements. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SOUTHLAKE, TEXAS: SECTION 1 The city attorney is hereby authorized to bring a condemnation lawsuit for the purpose of acquiring three, 15 -foot wide permanent utility easements and three, 60 -foot wide temporary construction easements, being more particularly described on the plats describing Parcels 8, 10, and 27. 12374 0851 SECTION 2 The city council finds that such acquisition in this condemnation action is necessary in order to serve the public health, safety and welfare. PASSED AND APPROVED ON THIS / day of 1996. l Mayor r Attest: Acting City Secretary C:\WPFILES\CITYSEC\RES96-25 GIVEN MY HAND AND SEAL OF OFFICE this the 17th day of May, 1996. Not ry Public in ani fir the State of Texas J LINDACARPENTER i Return to: f Notary Public STATE OF TEXAS Ciy Secretary +FOF+ My Comm. Exp. 03/22/97 City of Southlake 3i M1 rwrrrrr+ 1725 E. Southlake Blvd. Southlake, Texas 76092 12374 0852 D196098144 CITY OF SOUTHLAKE 1725 E SOUTHLAKE BLVD SOUTHLAKE, TX 76092 W A R N I N G -THIS IS PART OF THE OFFICIAL RECORD --D 0 N 0 T D E S T R O Y I NDEXED -- T A R RAN T COUNTY TEXAS S U Z A N N E H E N D E R S 0 N -- COUNTY CLERK O F F I C I A L R E C E I P T T 0: CITY OF SOUTHLAKE RECEIPT NO REGISTER RECD -BY PRINTED DATE TIME 196204814 DR91 T021316 05/22/96 14:26 INSTRUMENT FEECD INDEXED TIME 1 D196098144 WD 960522 14:26 CG T O T A L: DOCUMENTS: 01 F E E S: 11.00 B Y: 61 ANY PROVISION WHICH RESTRICTS THE SALE RENTAL OR USE OF THE DESCRIBED REAL PROPERTY BECAUSE OF COLOR OR RACE IS INVALID AND UNENFORCEABLE UNDER FEDERAL LAW. 12374 0853 FRr 31.,.-4:1 FH?E r«7. : 2_.: MA EaE-- Fes. _a 1376 07:.--%W P7 Permanent Utility Easement J. Eads Survey, Abstract No. 392 0.137 Acres FN D-2793 EH&A Job No. 16158-01 January 29, 19% EXHIBIT "A" DENTON CREEK REGIONAL WASTEWATER SYSTEM DENTON CREEK INTERCEPTOR SYSTEM PHASE 111LSECTION III PARCEL NO. 8 BEING A FIFTEEN FOOT WIDE PERMANENT UTILITY EASEMENT AND A 0.137 ACRE PARCEL OF LAND SITUATED IN THE J. EADS SURVEY, ABSTRACT NO. 392 OF DENTON Comm, TEXAS AND BEING A PART OF A CALLED 210.4629 ACRE TRACT OF LAND AS DEEDED TO TROPHY JOINT VENTURE AND RECORDED IN VOLUME 3302, PAGE 693, OF THE DEED RECORDS OF DENTON COUNTY, TEXAS (DRDCT). SAID 0.137 ACRE PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING at a poMl in the south line of said 210.4629 acro Und and being the southeast corder of a tract of land conveyed by Trophy Joint Venture to Trinity Learning Center Ina and recorded in Vckrrte 3445, Paye 410, DROCT and being Lot 1, Block 1 of Trinity Learning Center Additfori, an Addition reoxded in Cabinet k Page 229, of the Map Records of Denton County. Texu, and being In the north lime at Village Trail (a 60 foot right of way) from which a found 5184nch iron rod bears S 13. 1C 27" W, a distance of 0.42 feet; THENCE N 12' 28' 21" E. along the east lino of said Trinity Leeming Center, a distance of 15.02 feet to a point In a circular curve to the left having a radius of 1,482.70 feet; THENCE leaving said line and along said curve to the left having a delta angle of 01' 36' 37". an arc distance of 41.67 feet and having a chord which bears S 81. 19 32" E, a dtstanoa of 41.67 feet to the beginning of a reverse curve to the right having a radius of 1,361.26 feet; THENCE along said curve to the right having a delta angle of 11. 14' 01". an arc distance of 266.89 feet and having a chord which bears S 76' 30' 50" E, a distance of 266.46 feet to a point; THENCE S 70.53' W E, a distance of 89.56 feet to a point In the east line of said 210.4629 acre tract same being a point In the west line of a called 11.80 acre tract of land deeded to First Baptist Church of Trophy Club recorded in Volume 1966, Page 467, DRDCT; THENCE S 09' Sl' 10' W, with said common line, a distance of 15.19 feet to a southeast comer of said 210.4629 acre tract and the southwest corner of said Baptist Church and being in the north Eno of village Trait, THENCE N 70.53' 50" W, leaving said common fine and along the north fine of Village Trail, a distance of 91.96 feet to the beginning of a circular curve to the left having a radius of 1,346.28 feet from which a found 518 -Inch iron rod bears S 10' 58' Z2" W, a distance of 0.31 feet; THENCE along the north line of Village Trail and said curve to the left having a delta angle of 11' 14' 01", an arc distanced 263rs95feetandhavingachordwhichbeam N 76. 30' 50" W. a distance of 263.53 feel to the beginning of a reverse curve to the right having a radius of 1,497.70 fee.k THENCE along the north line of Village Trail and said curve to the right having a delta angle of 01' 39 25*, an arc distance of 42.88 feet and having a chord which bears N 81' I Er 38" W, a distance of 42.88 feet to the POINT OF BEGINNING, and containing 0.137 acres, or 5,975 square feet of Land, more or less. Page 1 of 2 FROM : RCLpC Parmwwt Utwty Easement J. Eads Sur"y, Abse w No. 392 0.137 Acres PHO,E I.O. : 214 35A 6463 Atm'. 30 19)6 07:30W PB FN D-2783 EH&A Job No. 161 W-01 January 29, 1986 SURVEYOR'S CERTIFICATE TO ALL PARTIES INTERESTED IN TITLE TO THE PRBGSES SURVEYED, I DO HERESY CBiTiFY THAT THE ABOVE LEGAL DESCRi'TM WAS PREPARED FROM PUMJC RECORDS AND FROMANACTUAL AND.ACCURATE SURVEY UPON THE ©ROUND AND THAT SAME M TRUE AND CORRECT. Cor "W NMW fi a w- Hudm & M1940AL Sir. MV Y&s Names John F,1Ml ST a +7 ReQh omd Pru WskwW land Surveyor, Taxas No. 4 r :.............•.. 1•, .. ode Q(Sww mbar. 1953 s AvV It Page 2 of 2 FR?' :;b -L4' FII?c N3 : 2:4 1`3 E -1E7 Par. 3a 1936 07:30RI P9 Temporary Construction Easement FN D-2794 J. Eads Survey, Abstrect.No. 392 EH&A Job No. 16156-01 0.546 Acres January 29, 1996 EXHIBIT "B' DENTON CREEK REGIONAL WASTEWATER SYSTEM DENTON CREEK INTERCEPTOR SYSTEM PHASE IIMECTION III PARCEL NO. 8 BEING A SUM FOOT WIDE TEMPORARY CONSTRUCTION EASEMENT AND A 0.548 ACRE PARCEL, OF LAND SITUATED IN THE J. EADS SURVEY, ABSTRACT NO. 392 OF DENTON COUNTY, TEXAS AND BEING A PART OF A CALLED 210.4629 ACRE TRACT OF LAND AS DEEDED TO TROPHY JOINT VENTURE AND RECORDED IN VOLUME 3302, PAGE 893, OF THE REED RECORDS OF DENTON COUNTY, TEXAS (ORDCT). SAID 0.548 ACRE PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING for reference at a point In the south Ww of said 210.4829 we bud and being the soutimud comer of a bad of lend cormnyod by Trophy Joint Vw*jm to Trk way LoWning CenterUla and recorded in Vohrne 3445, Page 410, DRDCT and being Lot 1, Block 1 of Trinity Lawnft Center Addition, an Addition recorded in Cabinet 1, Pace 229, of the Map Records o( Doi doi Courcy, Texas, and being h the north line of Village Trail (a 60 foot rigtrt of way) from which a foetid 5184nch Iron rod be S 13' 1G Zr W. a distance of 0.42 feet; THENCE N 12' 28' 21" E, atop® the east line of said Trinity Learning Center, a distance of 15.02 feet to the POINT OF BEGINNING; THENCE N 12.28' 21" E. oontira ft along said rine, a distance of 60.09 feet to a point In a circular curve to the left having a radius of 1422.70 feet; THENCE leaving said line and along said curve to the left having a delta angle of 01' 28' 02", an arc distance of 36.115 feet and having a chord which bears S 81' 23' 19" E. a distance of 38.85 feet to the b44wi Ing of a reverse aarve to the right having a radius al 1,421.26 feet; THENCE along said anre to the right having a delta angle of 11.14 01". an arc distance of 278.65 feet and having a chord which bears S 76. 30' S0' E. a distance of 278.21 feet to the point of tangency; THENCE S 70' 53' S0" E, a distance of 79.90 feet to a point In the east line of said 210.4829 sore tract, same berg a point in the west line of a called 11.80 erre tract of land deeded to Fast Baptist Church of Trophy Club recorded in Volume 1968, Page 467, DRDCT; THENCE S 09' 5T 10" W. with said common line, a distance of 60.77 feel to an angle paint; THENCE N 70.53' SW W. leaving said common Urte, a distance of 89.56 feet to the beginning of a dre dar curve to the left having a radius of 1,361.26 feet; THENCE along said cove to the left having a delta angle of 11' 14'01". an are distance of 266.69 feet and having a chord which bears N 76.30' 50" W, a distance of 266.46 feet to the beginning of a reverse curve to the right having a radtua of 1,482.70 feet; THENCE along said curve to ttte right having a delta angle of 01' 38' 37", an arc distance of 41.67 feet and having a chord which bears N 81. 19 32" W, a distance of 41.87 feet to the POINT OF BEGINNING, and containing 0.546 acres, or 23,605 square feet of land, more or lass. Page 1 of 2 FROM : ROWAC Temporary Cwswucdm Essamerx J. Eads Survey. AbsbW No. 382 0.50 Acros PFQE W. : 2:4 M8 6463 Par. 30 19% 07:31;" PSa FN D-2794 EHBA Job No. 18158-01 Jammy 29, 1998 SURVEYOR'S CERTIFICATE TO ALL. PARTIES WTERESTED IN TITLE TO THE PREMISES SURVEYED, I DO HEREBY CERTIFY THAT THE ABOVE LEGAL. DESCRfPTION WAS PREPARED FROM PUBLIC RECORDS AND FROM AN ACTUAL. AND ACCURATE SURVEY UPON THE GROUND AND THAT SAME IS TRUE AND CORRECT. Corrqgyy Namx Esuay. Huaoon & Assoc. Inc. F. cSunsNamMin itoSisteced F, ,E.". ti.:1 L,andSuneyor. Te css Na. X85 i ! j' s§ '1 Date of &sW - Page 2 of 2 FRZ" : a1...4C PHONE NO. : 214 35a 6463 Apr. 30 19% 07:32AM P11 SURVt-r A FADS A-391 LOCARO t DENTON COUNTY, TEx/kS EASi1etJ4T ACOU19TOW 0.1$1 AC. 8975 SO. FT. 8' O.S48 AC: 2-W5 S0. F U 1111016 KROIOtTY **W -* 4f --"1i0.4422 AQ. PLAT OF EXHIBIT 'A" do "B" LOT 1. BLOCK 1 TRINITY LEARNING CEI ADDITION CAB. I, PG. 229 Y.R.O.0 T. 1r4Ni LEAF*04 CENTpt VOL 3443• M 410 CALLED 1.05W AC.) POB 'a' POC wir n pis13131617' • o.a>' - CI, Owvi 'a Lha left (A) Radius - 1462.70 Delta - 176'37' Are - 41.67 Ch. - 41.67 C.B. + S 5119'32' E C1 Curvw to the Right (A) Rod'au - 1361.26 Delta - 1114'1' Are - 266.89 . Cb. - 286.46 CJL-576'3010'E C3 Car" to the Left Rodue - 1346.26 Dello tt'14'Y• Are - 263.93 Ch. - 263.53 C.B. - N 7030'50' W MTON CREEK REGIONAL WASTEWATER SYSTEM OENTCN CREDO PRESSURE STSU PHASE N/SECTM III PARCEL HO 8 CITY Cr 5Wn4LAK9 667 NORTH CARROL AVENUE SOUDIIJIKE. IUAS 76M TROPHY JOINT VENTURE VOL 3502. PG. 693 CALLED 210.4629 AG) D.R.D.C.T. 1xe1r ir W DIOL Rr/'oko f 00Mfti1C60111711J Cls Lela[ ArolwloA_ 4 - Ci 112 s o .-, 6APE- 05 PR C5 Glfw to the Ldt Rados - 1422.70 Delta - 12111' Are - 36.83 Ch - 36.55 C.B. - 5 5173.19' E O6 Curve to the Right Radius - 1421.25 Delta 1114.1' Are - 178.65 Ch. - 275.21 C.B. - S 76.30$0' E TI N 12'25'21' E T2 5 957'10" W T3 N 1278'21' E T4 S 9'57'10' W C4 Curve to 015 Right RadW3 - 1497.70 Delta - 1138'25o Arc - 4285 CIL = 42.58 C.B. - N 81.15.38' w 8s.taa i iswaEa4esr Iaa. C-l/Khlp a Cn"p"+r-e rr/o1 ConIVNK•rr 13800 Ado lfwf Orrice. Sull. 730 O -I -a, rerm 73240 (711) .187-0171 PREPARED BY OC CHECKED BY JFw DATE JANUARY. 1996 E.N. & A. JOB/TRACT 16156-01 I'MA r wl.AF 0• w ax' FIRST BAPftST CHURCH OF TROPHY CLUB VOL. 1984 PC. 487 CALLED 11.130 AC.) D.R.D.C.T. 1 S.OZ 15.19• 6009' 60.77 John F. Wider R.P.L.S. 4 SCALE: 1" = 100' o so' rov I FRX '. -4: FH?E NO. : 2:4 M3 6.*:! Fes. '_a 13:6 C7:24.7t P2 Parrnwmnt U tikty Easemard FN D-2799 J. Eads Survey. Abs"d No. 392 EHSA Job No. 16156-01 J. Button Solvay, Abs:rad No. 1154 Fabmary 1, 1990 0.532 Aeras EXHIBIT "A" DENTON CREEK REGIONAL WASTEWATER SYSTEM DENTON CREEK INTERCEPTOR SYSTEM PHASE IMSECTION lit PARCEL NO. 10 BEING A FIFTEEN FOOT WIDE PERMANENT UTILITY EASEMEKi AND A 0.532 ACRE PARCEL OF LAND SITUATED IN THE J. EADS SURVEY, ABSRACT NO. 392 AND THE J. SUTTON SURVEY, ABSTRACT NO. 1154 OF DENTON COUNTY, TEXAS AND BEING A PART OF A CALLED 6.0126 ACRE TRACT (TRACT 6) AND A 7.9629 ACRE TRACT (TRACT 10) OF LAND AS DEEDED TO TROPHY JOINT VENTURE AND RECORDED IN VOLUME 3302, PAGE 693, OF THE DEED RECORDS OF DENTON COUNTY, TEXAS (DRDCT). SAID 0.532 ACRE PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING at the southwest corner of Tract 10, being the Intersection of the north lino of Highway 114 (a variable width right of way) With the east line of Trophy Lake Drive (a variable width right of way from which a found 1/24rr-h iron rod bears S 89. 29 59" W. a distance of 0.18 feel; THENCE N 01' 43' 10" E, along the west line of said Trophy Joint Venture and the east lino of Trophy Lake Drive. a distance of 153.96 feet to the beginning of a circular curve to the right having a radius of 53209 feet; THENCE continuing along said line and along said curve to the right having a delta angle of 28' 35 00", an are distance of 265.60 feet and having a chord Which bears N 16, 01' 10" I, a dretance of 262.85 feet to a point THENCE N 30' 19' 10" E. continuing along said line, a distance of 311.70 feet to a point being in a cirCtilar curve to the right having a radius of 845.00 feet from Which a found &B=inch iron rod boars N 42. 12 12" W. a distance of 0.45 feet; THENCE continuing along said line and along said rive to the right having a delta angle of 24' 39 21", an aro distance of 363.63 feet and having a chord which bears N 42.38' 60" E. a distance of 380.83 feet to a point THENCE S 42' OT 50" E. a distance of 15.12 feet to a point being in a circular curve to the left having a radius or 830.00 feet THENCE along said cove to the left having a delta angle of 24.47' 06", an arc distance of 358.04 feet and having a chord which bears S 42' 42' 43" W. a distance of 35625 feet to a point; THENCE S 30' 19 10" W. a distance of 311.70 feet to a point being In a dry curve to the loft having a radius of 517.09 feet; THENCE along said curve to the left having a delta angle of 28. 38' 00", an are distance of 258.11 feet and having a chord which bears S 16' 01' 10" W, a distance of 255.44 feet to a pant THENCE S 01. 43' 10" W. a distance of 143.35 feet to a point; THENCE S 68' 49 49'E, a distance of 456.29 feet to a point in the east lime of said Tract 10, same being a point in the west line of Trad 3, a called 7.1174 acre tract of land deeded to Bede Properties Trophy Club LP as recorded in Conveyance Number R0087516, DRDCT; Page 1 of 2 FROM R LAC Pwmanent Utility Easement J. Fads Survey, Abstract No. 392 J. SudW Survey. Abstract No. 1154 0.532 Acres PHOW NO. : 214 358 6463 Apr. 30 1936 07:.-)441 P3 FN 0-2799 EH&A Job No. 16156-01 Februwy 1, 1996 THENCE S 28. 51T 42" W, along the east line of Tract 10 and the west line M Tract 3, a dkdance of 15.14 feet to the sou0 ast comer of said Tract 10 and being the southwest comer of said Tract 3 and a point in the north line of Highway 114; THENCE N tib• 49'46"W. a" the north fine of Highway 114, a distance of 464.85 feet to the POINT OF BEGINNING, and containing 0.532 acres, or 23,16: square feet of land. kill J TO ALL PARTIES INTERESTED IN TITLE TO THE PREMISES SURVEYED, I DO HEREBY CERTIFY THAT THE ABOVE LEGAL DESCRIPTION WAS PREPARED FROM PUBLIC RECORDS AND FROM AN ACTUAL AND ACCURATE SURVEY UPON THE GROUND AND THAT SAME: IS TRUE AND CORRECT. Company N . i IM0-r-.. Surveyor's Name: John F. Voider RegWered Prof"sional Land Surveyor, Texas No. 4285 Data of Survey: Odober. 1993 Page 2of2 FRJr. Temporary Construction Easement J. Eads Survey, Abstract No. 392 J. Sutton Survey, Abstract No. 1151 2.124 Acres P"E N]. : 2:-: Ma 6a6' Par. :;d 14 -?E C7:2&zr -4 FN o-2800 EH&A Job No. 1515"1 FabnAcy 1, INS EXHIBIT B" DENTON CREEK REGIONAL WASTEWATER SYSTEM DENTON CREEK INTERCEPTOR SYSTEM PHASE IMSECTION 111 PARCEL NO. 10 BEING A SIXTY FOOT WIDE TEMPORARY CONSTRUCTION EASEMENT AND A 2.124 ACRE PARCEL OF LAND SITUATED IN THE J. EADS SURVEY, ABSTRACT NO. 392 AND THE J. SUTTON SURVEY, ABSTRACT NO. 1154 OF DENTON COUNTY, TEXAS AND BEING A PART OF A CALLED 6.0128 ACRE TRACT (TRACT 6) AND A 7.9629 ACRE TRACT (TRACT 10) OF LAND AS DEEDED TO TROPHY JOINT VENTURE AND RECORDED IN VOLUME 3302, PAGE 893, OF THE DEED RECORDS OF DENTON COUNTY, TEXAS (DRDCT). SAID 2.124 ACRE PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: CO<<+Nlf SNCING for faferenoe at the eou0mmW comer of Tract 10, samo being the southwest comer of Tract 3, a 7.1174 we tract of land deeded to Beck Properties Trophy Club LP, and recorded in Conveyance Number R0087518, DRDCT, and being in the north line of Highway 114 (a vwlak" width right of way): THENCE N 28.58' 42" E, along the east line of Tract 10 and the west tine of Trad 3, a crudance of 15.14 feet to the POINT OF BEGINNING; THENCE N 68' 49'48"W, leaving said line, a distance of 456.29 feet to a point; THENCE N 01.43' 10" E, a distance of 143.35 feet to a point being in a circular curve to the right having a radius of 517.09 feet; THENCE along said arve to the right having a delta angle of 28.36 00, an arc diatance of 258.11 feet and having a chord which bears N 16' 01' 10" E, a distance of 255.44 feet to a pob* THENCE N 30' 1V 10" E, a distance of 311.70 feet to a point being in a circular curve to the right having a radius of 830.00 feet; THENCE along said curve to the right having a delta angle of 24.47' O6", an arc distance of 356.04 feet and having a chord which bears N 42' 42' 43" I, a distance of 356.25 feat to a point; THENCE N 42' OT 50" W, a distance of 15.12 fed to a point in the east ine of Trophy Lake Drive a variable width right of way) and In a circular curve to the right havtrlg a radius of 845.00 fast THENCE along the east in* of Trophy Lake Drive and said mrve to the right having a deft ample of 04' OT II r', an arc distance of 60.79 feet and having a chord which bears N 5J• 02 10" E, a distance of 60.78 feek THENCE S 42.OT 50" E, leaving said line, a distance of 76.61 feet to a point in a circular curve to the left having a radius of 770.00 feet; THENCE along said curve to the left having a delta angle of 29. 53' 160, an are distance of 401.66 feet and having a chord which bears S 45. 15' 46' W. a distance of 397.12 feet to a point THENCE S 30' 19' 10" W, a distance of 311.70 feet to a point being in a circular Curve to the left having a radius of 457.09 feet; THENCE along said curve to the loft having a delta angle of 28. 36 00", an aro distance of 228.18 foet and having a chord whlah bears S 16' 61' 1O" W, a distance of 225.80 feat to a point; Page 1 of 2 FROM ROLAC Temporary ConstrucOm Easement J. Eads Survey, Abstract No. 392 J. Gkcftn Survey. Abstract No. 1154 2.124 Acres P43,E NO. : 2.4 E8 6463 Apr. 30 1996 07:27W P5 THENCE S 01.43' 10r W. a distance of 100.91 feet to a point: FN D-2800 EH&A Job No. 16156.01 February 1, I= THENCE S 68.49 4ti E. a distance of 422.08 feet to a point in the east lire of Tract 10 and the west line of Tract 3; THENCE.S 28. 58' 42" W, along sold oommon line. a distance of 60.56 feet to the PONT OF BEGINNING, and contal" 2.124 acres, or 92,632 square feet of land. more or toss. JUMMYOR'S CERTIFICATE. TO ALL PARTIES MTERES I N TITLE TO THE PREMISES SURVEYED, I DO HEREBY CERTIFY THAT THE ABOVE LEGAL DESCRIPTION WAS PPEPARED FROM PUBLIC RECORDS AND FROM AN ACTUAL AND ACCURATE SURVEY UPON THE GROUND AND THAT SAYE IS TRUE AND CORRECT. Comparry Name: Esoev. Heston & Associates. Inc. Surveyors Name: John F. Wilder Registered Professional Land Surveyor, Taxes No. 4285 Date of Survey: October. 1993 Paye 2 of 2 FROM : RC JAC PHaE NJ. : 2:4 35A 646.3 1:a . 33 13J6 07' 2EIce P6 iURvEY: L EROS A-392 J. SUTTON A-1154 DENTON CREEK REGIONAL J 1,0CJ T101t 004TON CWNTY. TDtAS WASTEWATER SYSTEM EASk]1E74T ACaU13171Ow A' OLS32 AC. 23163 SO. FT. 9' 2.124 AC. 92532 SO. FT. SIEM WME PROPQtTY ACIEACE: 13.9755 OENiON CREEK n\SECTIPRCMASYIsPHASEto\SEcnON to PLAT OF EXHIBIT -A- & -B- PARCEL NO. 10 1 CITY Or SOUTIILAKE J:` V 667 NORTH CARROI AVENUE SOUTILA E TEXAS 76092 Tg lb rw COMMIT W W15! .Inc I4i\I/OIO+1 x45 usltry ort TROPHY JOINT VENTURE IT I Q'` 1 ( CALLED 6.0126 AC.) VOL. 3302. PG. 693 Cl curve to U+a R1ght u `0 4. D.RA.C.T. Roan - 532.0! L` Datta - 2WWQ0' os4er Arc - 26560 Ch. - 262.95MYsmCg - N t6 OPt0 £ TROPHY DONT VENTURE C2 Curve to the R'+ght (A) vV TRACT 10 Rodes - 6<3,00 13'(CALLED 7.9629 AC) Ae V Dslto - 2439'21' ti VOL 3307- PCG, 693 Gj j- V" Arc - 363.63 Ck. - 36OZ3 C.B. N 4276'30' E C2 Curw Io the Right (0} G 1 c A4 o' RaSus - 64SOD S ,. Vii\ .0 odto •. 04Vr19' See, ---.ze s C.H. - N 57`02'10' E A+ •, "' f cjm• / C3 Curve to Ow Left (A) POO 'A' S Ir y^ 4s z y^ r O.W ft*/ 44 y 71 f t msw*s,. 13aatw i J•laadataa I--. tnainM.:r.a t fµ+ti«u-I CO.r-W.-nil I JI00 Wn1/oA Orlw. Su1I ?30 0-+8-9. T4--- 7y240 (214) y87-0771 PREPARED BY GC CHECKED BY ,ax DATE 1131196 E.H. & A. JOB/TRACT 161% -cn,w..v POB 'Ba LrL Tl N 01.43'10' E 153.96' T2 N 3079'10' E 311.70' T3 S 30.19'10' N 311.70' T4 S 01'43'10' K 143.357 TS S 28W42' w 5.14• TS S 30.19'10' IN 311.70' T7 S 01'43'10' W 100.91' 76 S 038'42' W 60.36' T9 S 4Z47.50' E 13.12' Tl0 S 42'07'50' E 76.41' John F. Wider R P.LS SCALE: 1" = 200' 0 too, 20o' Rodkm -934.00 orto - 24.4r06 - Are = 359.04 Ch. - 356.25 C.B. . S 42'42'43' M C4 Curve to the Lail (A) Radius - 517.09 Dana - 27-!•36'00' Are 255.tt Ch. - 25&" C.B. S 1691.10' K CS Libre to the Lon Radius - 770.00 Delta - 293516' Arc - 401.56 Ch. - 397.12 C.H. - S 45'15'4x' W C6 Ow" to the Left Ro6uc = 457.09 Ddlo - 213'36'00' Are • 22&16 Ch - 225.60 r w o -o .wo..wc 003ms FR3M :KLAC P faE h0. : 2:a 3L a 646= a,r. 3a 1396 07:33Rr P12 Permanent Why Easement FN D•2807 J. Eads surM, Abstract No. 392 EH&A Job No. 16156-01 J. Henry Survey, Abstract No. 529 1.130 /lass February 6, 1906 EXHIBIT "A" DENTON CREEK REGIONAL WASTEWATER SYSTEM DENTON CREEK INTERCEPTOR SYSTEM PHASE I111SECTION III PARCEL NO. 27 BEING A VARIABLE WIDTH PERMANENT UTILITY EASEMENTAND A 1.130 ACRE PARCEL OF LAND SITUATED IN THE J. EADS SURVEY, ABSTRACT NO. 392 AND THE J. HENRY SURVEY, ABSTRACT NO. 529 OF DEMON COUNTY, TEXAS AND BEING A PART OF A CALLED 210.4629 ACRE TRACT OF LAND AS DEEDED TO TROPHY JOINT VENTURE AND RECORDED IN VOLUME 3302, PAGE 693, OF THE DEED RECORDS OF DENTON COUNTY. TEXAS (DRDCT). SAID 1.130 ACRE PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BECOMING at a northwest comer of sald 210.4629 acre trod, same being a southwest Comer of a called 559.3807 acre tract d land (Tract 811) deeded to Beds Properties Trophy Club LP recorded In Conveyance Number 93-80087516, DRDCT, and being in the east fine of Black 7 of Country Acres Estates, an Addition recorded In Cabinet F_ Slide 172, of the Map Records of Denton County, Texas; THENCE S 89. Sr 64E. along the north fine of said 210.4629 acre tract and the south fine of acid 559.3807 acre tract, a dcrtance of 15.00 feet to a point; THENCE S 01' 24' 16" W. leaving said line and crossing said 210.4629 acre trach, a distance of 906.48 feet to a point; THENCE N 89.54' 46" W, a distance of 98721 feet to a point; THENCE S 00.05' 29'W, a distance o(411.13 feet to a point; THENCE S 05' 01'45" E, a distance of 74.62 feet to a point being in a circular curve to the left having a radius of 380.00 feel; THENCE along said curve to the left having a delta angle of 29' 56 1Y,'an arc distance of 198.44 bet and having a chord which bears S 72' 16 26" W. a distance of 196.19 feet to a point; THENCE S 37.18' 50" W, a distance o(4&39 feet to a point; THENCE S 30. W 00" E. a distance of 269.58 feet to a point being in a circular curve to Be right having a radius of 660.00 feet; THENCE along said curve to the right having a delta angle of 19.39' 00', an arc distance of 226.35 feel and having a chord which bears S 20.46 30" E, a distance of 225.24 feel to a point; THENCE S 10' 571 00" E, ra distance of 76.07 feet to a point In the south one of add 210.4629 acro tract, same being a point In the north one of a called 15.0 acre tract deeded to Northwest Independent School District recorded In Volume 1070, Page 378, DRDCT; THENCE S 83. 33' 09" W. atony said common line, a distance of 130.51 feet to the northwest comer of said 15.0 acre tract and a point in the east line of Village Trail (a 60 foot right of way); THENCE N 10. 5T 60"W, along the east line of Village Trail, a distance of 10.91 feet to a point; Page t of 2 FR1' WLAC PWJE NO. : 2i4 3sa 6463 PPr. '33 1996.87: 34AM P13 Permanent UWKy Easement J. Eads Survey. Abstract No. 392 J. H" Survey, Abstract No. 629 1.130 Acres FN D-2607 EH&A Job No. 1615"1 February S. 1 M THENCE N 83" 34' OU" E, leaving V"Jage Trail and crossing said 210.4629 acre trad, a distant* 0(116.47 feet to a point; THENCE N 10. 5T 00' W, a distance of 64.00 feet to a point being in a circular curve to the WR having a radius of 645.00 feet; THENCE alrnq said sive to the Lail having a della ergle of 19' 39' 00", an arc distance of 221.21 feet and having a chord which beers N 20.413' 30" W, a distance of 220.12 feet to found 5AAndt Iron rod; THENCE N 30.38' 00" W, a distance of 284.02 feet to a found 518 -inch Iron rod; THENCE N 67' 18' 50" E, a dlstance of 62.85 feet b a Imu-4 5/114nch Iron rod beteg in a dreuku curve to go right hawing a ra& of 395.00 feel; TM4CE allorg said curve Io the right heft a della angle of 27.39' 28", an are distance of 190.67 feet and having a chord which bears: N 71.08.34' E, a distance of 18&63 feel to a found 6!8 -inch Iron rod; THENCE N 05.01'45"W. a distance of 59.99 feet to a found 5184Luh iron rod; THENCE N 00' 05 29" E, a distance of 426.80 feet to a found 6/8 -Inch Iron rod in the north line of said 210.4629 acre lrad and the south One of said Block 7; THENCE S 89. SC 46" E, along said common Una. a distance of 987.55 feel to the sosltheast comer of Stock 7; THENCE N 01.24' 1e" E, along a west line of said 210.4629 acre tract and the east Urfa o(Block 7, a distance of 891.44 feet to the POINT OF BEGINNING, and containing 1.130 acres, or 49,201 square root of land, more or Iasis. SURVEYOR'S CERTIFICATE TO ALL PARTIES INTERESTED IN TITLE TO THE PREMISES SURVEYED, I DO HERESY CERTIFY THAT THE ABOVE LEGAL DESCRIPTION WAS PREPARED FROM PUBLIC RECORDS AND FROM AN ACTUAL. AND ACCURATE SURVEY UPON THE GROUND AND THAT SAME IS TRUE AND CORRECT. Company Name: __Egoev_ Huston 8 Associates. Inc. Surveyor's Name: John F. Woder Registered Professional Land Surveyor, Texas No. 4285 Date of Survey. October. 1993 Page 2 of 2 FR3' RL1 7C Temparary Construction Easement J. Eads sltvey. Abstract No. 392 J. Henry Survey, Abstract No. 529 4.406 Acres PH?E PO : 2:a id 6462 Ate. 32 1-1-% 07: ---.r PIS FN 13.2909 EH&A Job No. ie15"t February 6, 1996 EXHIBIT "B" DENTON CREEK REGIONAL WASTEWATER SYSTEM DENTON CREEK INTERCEPTOR SYSTEM PHASE 11ASECTION III PARCEL NO. 27 BEING A SIXTY FOOT WIDE TEMPORARY CONSTRUCTION EASEMENT AND A 4.406 ACRE PARCEL OF LAND SITUATED IN THE J. EADS SURVEY. ABSTRACT NO. 392 AND THE J. HENRY SURVEY, ABSTRACT NO. 529 OF DENTON COUNTY, TEXAS AND BEING A PART OF A CALLED 210.4629 ACRE TRACT OF LAND AS DEEDED TO TROPHY JOINT VENTURE AND RECORDED IN VOLUME 330'1, PAGE 893, OF THE DEED RECORDS OF DENTON COUNTY, TEXAS (ORDCT). SAID 4.406 ACRE PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING for referwx a at a noriirwest corner of said 210.4629 acre Vacl„ same being a southwest vomer of a called 559.3807 acme trail of land (Trail 8A) as deeded to Bede Mopeetlas Trcphy Club LP recorded in Conveyance Number 93-80087516, DRDCT, and being in the east fine of Block 7 of Country Acres Estates, an Addition recorded in Cabinet E, Slide 172 of the Map Records of Denton County, Texas; THENCE S 89' 5T 54" E, along the north We of said 210.4629 acre tract and the south tine of said 559.3807 as a tract, a distance of 15.00 feet to the POINT OF BEGINNING; THENCE S 89' 5T 54" E. oontinukV along said common line, a distance of 60.02 feet to a point: THENCE S 01' 24 16" W. leaving said One, a distance of 966.53 feel to a point; THENCE N 89.54' 46"W, a distance of 985.86 feet to a polnt; THENCE S 00' OS 29"W, a distance of 348.45 feel to a point; THENCE S 05' 01'45" E, a distance of 140.55 feet to a point being in a circular curve to the left having a radius of 320.00 feet; THENCEENCE along said curve fo the NA having a delta angle of 39' 31'(15". an arc distance of 220.71 feet end having a chord which bears S 78' 46'03r W. a distance of 216.36 feet to a point; THENCE S 30. 36 00" E. a distance of 211.56 feel to a point being in a cnctrlar cwm to the right having a radius of 720.00 feet, MENCE along said alive to the right having a delta angle of 19.39 W. an arc distance of 246.93 feet and having a chord which bears S 20' 46 30" E. a distance of 245.72 feel to a point; THENCE S 10' 57'0(r E, a distance or 80.79 feet to a point in the south Vine of said 210.4629 acre tract, same being a point In the north line of a called 15.0 acre tract of land deeded to Northwest Independent School Distrid and recorded in Volume 1070, Page 378, ORDCT; THENCE S 83' 33' 09" W, along said common line, a distance of 60.19 feet to a point; THENCE N 10' 57' OO" W, leaving said line and crossing said 210.4629 acre (red, a distance of 76.07 feet to a point being in a circular curve to the left having a rad;us of 660.00 feet; Page 1 of 2 FR RCLAC F -7 - Temporary Construction Easement J. Eads Survey. Abstract No. 392 J. Henry Survey. Abstract No. 529 4.4015 Acres PHCW NO. : 214 358 6463 Por. 30 17% 07:36W P15 FN o.2W6 EH&A Job Na 1616"1 February 6, 1 M THENCE along said curve lo the lett having a delta angle of 19' 35 0C', an arc distance of ZM.36 feet and having a chord which beans N 20.46 30" W, a distance of 225.24 feat to a point; THENCE N 30.36' 00" W, a distance of 269.56 feel to a point: THENCE N 67' 18' 6W E, a distance 01 48.39 feel to a point hemp Ina circular curve to !Tina right having a radius 0( 380.00 feet; THENCE along said alive to the right having a delta angle o(29* 66 12', an arc dislanoe of IK44 W and having a chord whkh bears N 72,119 26" E. a distance of 196.19 feet to a point THENCE N 05' 01'46' W. a distance of 74.62 feet to a point; THENCE N 00.06' 29" E. a distartce of 411.13 feel to a point; THENCE S 89' 54'46'E, a distance of 987.21 feat to a pointy THENCE N 01.24' 19' E, a distance of 906.46 feet to the POINT OF BEGINNING. and containing 4.408 acres, or 191,944 square feet of land, more or less. SURVEYOR'S CERTIFICATETO ALL PARTIES INTERESTED IN CERTIFY THATTHE ABOVE LEGAL DESCRIPTION WAS PREPARED FROM PUBLIC RECORDS AND FROM AN ACTUAL AND ACCURATE SURVEY UPON THE GROUND AND THAT SAME IS TRUE AND.CORRECT. Company Name: Esoey. Huston & Associates. Inc. Or C - Sufveyors Name: lAho F. Wilder Registered Professional Land Surveyor, Texas No. 4285 Date or Survey: October. 1993 Page 2 of 2 J F. W 4285 FRX 3.LaC PHONE NO. 214 3a 6463 R-jv-.1 30 19% 07: 36m P16 SURVEY: ,I rQS A-392J HEWY A-1170 KOt IM!!i>i] Oil 0H" LOCAIM; %wTn I OPM. TFXAS t Gla Lt A3E7Ost AOOiJt517101trA-1. i j0 AC. 1!201 50. FT. +. AC r T <CAti17 Q44L 1607 4C n twOLL PACIPUM AOREACG 210.4629 AC. It9A3-w —L: PLAT OF EXHIBIT "A" & "B" POB S. TI S tn77'S4' E 1300• T: s oabrss E 7+.sr POC "H" i3 s 5r11 w 11 44.W r+ M 051L'4r N s6 ss' TS s 1110'57'5e E 60.or Ts S 05101'45' E 1+0.06' 3 * a T7 s 30.36'00• E 211-W ¢ J re s )"rw- C sa79• 7 O' is s s3wo6• a 6416• G Tw N 67Iss07 1 76.*r N 111Z s 1017w E 7tiAr It+ N Icysrsp5wrw : C ' wok 114% Q0 BLOCK 7 COUNTRY ACRES ESTATES CAB. E. SLIDE i 72 MA.0 C. t. S S M M S N 11111sl.6' 1 61721' cowl 'K YnLTY Ewl W 14K nm-MM SEMI TROPHY JOINT VENTURE VOL. 5301. PG. 693 P Cl Curr to IM Left (A) ( CALLED 2t0.4629 AC.) D R.D.C.T. iJ a RNW -3.0.00 l R i i u'Lr ENDS SAOArc. 392 N CI.. - 116.19 Ca. - S 7rt6'2%' r p,6 F r Cx Cow to she AW C`6 s Rogue - 79500 Iw s/1' a Ddb - 21W26 o Arc - 1OM47 M 1Jr I0C5.: I t 7 sys 347 E PMAPMAP OF ROP R TY aE C3 arw w 11w Right (A) ew n - 46000 x. 0 1t - 19-36'00, Arc - 22&35 M - 225.24 Cs Cww to ON LAA c.6. - S 20'4:%W E R dYr - 320.00 O.p - 3l131'03 ra am CA C.rw to *a Left Am - 220.71 m - V" DENTON CREEK REGIONAL t1o4.4 - 64100 CJI.. 2 71fY ur w t, Onto - 19'X0 WASTEWATER SYSTEM Aro - 221.21 0" - 220.12 C6 C.rw b *- Right MTON CREEK PRESSURE SYSTEM CIL - it 20'46.30' x mmko ni - 72400 PHASE I1/BECKON {IL Date y Ddt - tY39'Oo' Arc - 246.63 PARCEL NO 27114 i1 Ch. - 24572 T12 Ca. - S 2046•]0' E qty OF SCUINLAKE HORIHNEST MUNPIDENT p SCt100L OISir.Cr 667 r ORTH CARR(L AVENUE CAt1ED 15.0 AC) S0U*&A)c!_ TExAs 76002 VOL. 1070, PG 37b DAD CT. ti FIft b;: n*Aw.rrhp R fwLrnm.n! Conwlronl JC+F-(N F•, 1/IIILDfR 1s"oo wnrrerr ar.., 5...1• 230 %iln r. Wilder R.P.L.S. 4285 ....: .••.•; Dolt:. r..ar 7W40 (214) 5e7-o»1 PREPARED BY _ '• 57:L CHECKED BY JFw SCALE: 1' DATE FEBRUARY, 1996 0 100• 70C 400' E.H. & A. "/TRACT 15156--01 „-a,.... ---% • 0, ft An.1..,e.aw.