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1996-025OFFICIAL 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.