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R-1029-4-91RESOLUTION NO. 1029-4-91 (R) A RESOLUTION OF THE CITY OF ALLEN, TEXAS, AUTHORIZING THE CITY OF PLANO, TEXAS, TO ACQUIRE UNDER THE POWER OF EMINENT DOMAIN OR THROUGH PURCHASE OR BY DONATION FEE SIMPLE TITLE AND WHERE APPLICABLE UTILITY, SLOPE AND DRAINAGE EASEMENTS FOR THE CUSTER ROAD PROJECT WHERE SUCH PROPERTY LIES WITHIN THE LIMITS OF THE CITY OF ALLEN OR ITS EXTRATERRITORIAL JURISDICTION. WHEREAS, the Cities of Allen and Plano have agreed to acquire certain needed rights - of -way for Custer Road from McDermott to S. H. 121 ( called the "Custer Road Project") , and the City of Plano has been delegated the authority to acquire such right-of-way and easements in connection with the Custer Road Project; and, WHEREAS, Section 273.001 of the Local Government Code of the State of Texas authorizes a municipality to acquire property separately or jointly with another municipality or other governmental entity with or without condemnation; and, WHEREAS, the City of Allen desires to grant to the City of Plano authorization to acquire property by eminent domain where such property is needed for the Custer Road Project and where located within the limits of the City of Allen or its extraterritorial jurisdiction ("ETJ") ; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ALLEN, TEXAS THAT: f SECTION 1: That the City of Allen, Texas, does hereby grant and authorize the City of Plano, Texas, the authority to acquire under the power of eminent domain, by purchase or donation fee simple title and where applicable utility, slope and drainage easements needed and necessary for the Custer Road Project or any portion of the hereinafter described properties located within the city limits of the City of Allen or its ETJ. The properties to be acquired by the City of Plano for the Custer Road Project are described in Exhibit "A" attached hereto and made a part hereof by reference (the "Property"). SECTION 2: That this resolution shall take effect immediately from and after its adoption. DULY PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF ALLEN, TEXAS, ON THE 18TH DAY OF APRIL , 1991. APPROVED: Ja6 Farmer, MAYOR ATTEST: Jup Mo on, CITY SECRETARY EXHIBIT "A" RESOLUTION NO. 1029-4-91(R) SLOPE EASEMENT FIELD NOTES FOR THE 10.472 -ACRE ERVEN H. BOLIN 'TRACT t, BEING a tract of land in the Mogan Witt Survey; Abstract No. 996, and being part of a 10.472 -acre tract of land conveyed to Erven 11. Bolin and Louise Bolin as recorded in Volume 758, Page 393, of the Deed Records of Collin County. Texas (D.R.C.C.T.) and being more particularly described as follows: C014MENCING at the southeast corner of the 2.00 -acre Malcom Tract recorded in Volume 799, Page 469, D.R.C.C.T., at the southeast corner of the 10.00 -acre Bolin Tract recorded in Volume 555, Page 592, D.R.C.C.T.; and the north line of the 159.06 -acre Hall Tract recorded in Volume 512. Page 593 and Volume 706, Page 67. D.R.C.C.T.; and on the west line of Custer Road (F.M. 2478) (90 -foot right-of-way) as recorded in Volume 416, Page 259 D.R.C.C.T.; THENCE North 0 degrees 35 minutes 52 seconds West (Custer Road Deed - North 1 degrees 17 minutes West. Malcom Deed - North. 10.00 Acre Bolin Deed - North), along said west line. 45 feet west of and parallel to the centerline of Custer Road, passing the northeast corner of said Malcom Tract at 180.76 feet (Malcom Deed - 180.76 feet) and continuing in all 242.49 feet to an angle point; THENCE North 0 degrees 16 minutes 52 seconds West (Custer Road Deed - North 0 degrees 58 minutes West, 10.00 -Acre Bolin Deed - North), continuing along said west line and parallel line, a distance of 661.96 feet to the northeast corner of the 10.00 -acre Bolin Tract and the southeast corner of the said 10.472 -acre tract; THENCE North 89 degrees 22 minutes 52 seconds West (10.00 Acre Bolin Tract Deed - South 89 degrees 58 minutes West, 10.472 -Acre Bolin Tract Deed - South 87 degrees 24 minutes West), departing said west line and along the common line of the said 10.00 -acre Bolin Tract and the said 10.472 -acre Bolin Tract, a distance of 10.00 feet to the POINT OF BEGINNING; THENCE North 89 degrees 22 minutes 52 seconds West, continuing along said common line, a distance of 35.00 feet to a point for corner; THENCE North 0 degrees 16 minutes 52 seconds West (Custer Road Deed - North 0 degrees 58 minutes West). departing said common line. 90 feet west of and parallel to the centerline of said Custer Road, a distance of 60.46 feet to a point for corner; THENCE North 89 degrees 43 minutes 08 seconds East, departing said parallel line, a distance of 20.00 feet to a point for corner; THENCE North 0 degrees 16 minutes 52 seconds West. 70 feet west of and parallel to the centerline of said Custer Road, a distance of 29.12 feet to a point on the north line of the said 10.472 -acre Bolin Tract and the south line of the City of Plano tract recorded in Volume 2411. Page 721. D.R.C.C.T.; THENCE North 88 degrees 20 minutes 29 seconds East (10.472 -Acre Bolin Tract Deed - North 87 degrees 14 minutes East, City of Plano Deed - North 87 degrees 41 minutes 21 seconds East), along said common line. a distance of 15.00 feet to a point for corner on the proposed west line of said Custer Road (F.M. 2478); Y THENCE South 0 degrees 16 minutes 52 seconds East (Custer Road Deed - South 0 degrees 58 minutes East), departing said common line. 55 feet west and parallel to the centerline of Custer Road, a distance of 90.49 feet to the POINT OF BEGINNING AND CONTAINING 2,565 square feet or 0.0589 acres of land more or less. NOTE: Basis of bearing is the City of Plano Control Network. Surface adjustment factor = 1.0001594. Surface State Plane Coordinates. • �V jF 0 F T '�� ':•a )EGJSTERED PYLIC SURVEYOR. .,..............».... TEX S .0 ;IJL VADINIG, JR. - - Gd �*o�T a`LO •`O� NO. 2958 (7C•• ..•v�, October 16, 1990 SUFI JANUARY 16. 1989 —,f -MA JEAN f-1AGGARO H,,4LL 7i?ACT IZ /59.06 AC.eES 'VOL. 70G, PG. G7* "uoL. 5/z� PG. 593 I OSCAR /tilALG0A4 2.00 AG,eF5 �vol.799 Page, 469 O.R. C. C. T. ERVEN f� 60L I/V /0.00 ACIC6.5 (VOG. 555 PG. 6 90 O. "r-11 C.T. N89' 22'5211W14,hl 35.00' c� POINT OF 5EGINIVINGZ—O SLOPE EASEMENT `` -- N 89` 2 ' SZV NKJ� PROFb5E0 R.O.W /O.00'�7 ERV,61V AI BOL IAI /0.472 AGRES' (VOL. 758 PG, 393 O.R. C.C.T. SIO EOSV7-4--n17 f' 46' NOS r✓5'vt/a7rr Line ESmf (Vo4 �P9? 2,565 SQ. FT./0.058) AC S 0!6'b 52' E �JO.49' lOEEO' vAerr,�-. /8O7le' E7U577vG /20 W QEEO NORTH 9¢4.'s N o'/G'sz W - 661.96 _ 5O'!6'S2"E �0.89T= /vo•3s's2•'w-.::Lo� le 4 PO/A/7- OFro 15_ COMMEA/C/N6— � o� /le 62.-34 _ N 400 /G' S2" W Zoe/. GC' �a .)EEO CALL N. /0/7'W^'/64ro2.34 Fnd. P. r (OEEO CALL Noi/ • C US TE"R �F� 248, VOL. 416 , P6.259) Exisf R. 0. W. Cd ,e a. Wf{ RREIV �. ,6GAc/r/v1oN G4.O!o ACRES CITY of /=LANO /410.44/3 ACRES 604. 2¢//1 PG. 7Z/-) O. R. C. C. T. N 89°43'081'E 20.00' , �N88'2o'29��E /0.00' W Nt SLOPE EASEMENT (2SGS_SQ.FT. f0.0-;89AC; SLOPE EASEMENT EXHIOIT VD L. 74 4 , Poge 25Z� /,v TME C /0.472 ACRE' -, ERVEN Al 001-W 77*v4C7- O. R. C. C. T. PART OF 77,10 NOTE: HOGA/c/ W/TT 6URV� QBST.PACT/V6L99�o ,OA.S/S 0/= 6EAR/NG /S TSE C/TY OF FtAN0 CONTi40G NE7-1N0,?1<'. 017-Y O� PLANO SURFACE ADJUSTMENT FACTOR - 1.0001594 6Y SURFACE STATE PLANE COOQD/N.9TE5 A[ -BERT A HALFF ASSOC. //VC.,^' ENG//VEERS PR. (2/4) 739-00?4 A.V. 0.9.909 AUG. ,1988 _ Rcviecd Dec.. 1988 SLOPE EASEMENT FIELD NOTES FOR THE 10.00 -ACRE ERVEN 11. BOLIN TRACT BEING a tract of land in the Mogan Witt Survey, Abstract Tlo. 996, and being part of a 10.00 -tract of land conveyed to Erven 11. Bolin and Louise Bolin as recorded in Volume 555. Page 592, of the Deed Records of Collin County, Texas (D.R.C.C.T.) and being more particularly described as follows: C014MENCING at the southeast corner of said Bolin Tract and being the southeast corner of the Oscar Malcom Tract recorded in Volume 799, Page 469, in the west line of Custer Road (F.M. 2478) (90 -foot right-of-way) as recorded in Volume 416, Page 259, D.R.C.C.T. and in the north line of the Emajean Haggard hall Tract recorded in Volume 512, Page 593 and Volume 706. Page 67. D.R.C.C.T.; THENCE North 0 degrees 35 minutes 52 seconds West, along the common line of Custer Road (F.M. 2478). Malcom Tract and the Bolin Tract. 45 feet west of and parallel to the centerline of said Custer Road, a distance of 180.76 feet (Malcom Deed - 180.76 feet) to the northeast corner of said Malcom Tract; THENCE South 89 degrees 22 minutes 08 seconds West (Malcom Deed - South 89 degrees 58 minutes West), departing said common line and along the north line of said Malcom Tract, a distance of 10.00 feet to the POINT OF BEGINNING; THENCE South 89 degrees 22 minutes 08 seconds West, continuing along said north line. a distance of 15.00 feet to a point for corner; THENCE North 0 degrees 35 minutes 52 seconds West (Custer Road Deed - North 1 degrees 17 minutes West), departing said north line. 70 feet west of and parallel to the centerline of said Custer Road (F.M. 2478). a distance of 61.83 feet to an angle point for corner; THENCE North 0 degrees 16 minutes 52 seconds West (Custer Road Deed - North 0 degrees 58 minutes West), continuing along said parallel line, a distance of 633.19 feet to a point for corner; THENCE South 89 degrees 43 minutes 08 seconds West, departing said parallel line, a distance of 20.00 feet to a point for corner; THENCE North 0 degrees 16 minutes 52 seconds West (Custer Road Deed - North 0 degrees 58 minutes West), 90 feet west of and parallel to the centerline of said Custer Road (F.M. 2478). a distance of 29.54 feet to a point for corner on the common line of said 10.00 -acre Bolin Tract and 10.472 -acre tract of land conveyed to Erven H. Bolin and Louise Bolin in Volume 758, Page 393, D.R.C.C.T.; THENCE South 89 degrees 22 minutes 52 seconds East (10.00 Acre Bolin Tract Deed - North 89 degrees 58 minutes East. 10.472 -Acre Bolin Tract - North 87 degrees 24 minutes East), departing said parallel line and along said common line, a distance of 35.00 feet 'to a point for corner on the proposed west line of said Custer Road (F.M. 2478), said point being on the east line of the 10.00 -acre Bolin Tract; THENCE South 0 degrees 16 minutes 52 seconds East. departing said common line and along said west line. 55 feet west of and parallel to the centerline of said Custer Road, a distance of 662.14 feet to an angle point for corner; THENCE South 0 degrees 35 minutes 52 seconds East, continuing along; said west line, a distance of 61.76 feet the POINT OF BEGINNING AND COON AINING 11,449 square feet or 0.2628 acres of land more or less. NOTE: Basis of bearing is the City of Plano Control Network. Surface adjustment factor = 1.0001594. Surface State Plane Coordinates. /1 F -K; '% co RAUL AMIC, J R :. . lGISTERE UBLIC SURVEYOR. RAUL WONG, JIR. AS .......... N0. 2958 STS. ""k JANUARY 16, 1989 October 16, 1990 J � RN N ? �v m 2 �� �E,2VEN H. BOG/%V �ND�V �a Z/a.472AG. QO'OL. 758 N �� OSCAR "Al -COM ERVEN AlH BOL/N oWro� 1P . 399 ID�( 0:z 0.00 XC�2ES /0.00 ACRES _��lto 9 J JQ Oj (Vol. 797 Pcye 4G9) DI VOL. 555, PAGE 592 p o.�lll' ; T. om W p 0 0 0. ,e. C. c .T ,voo•I6'srwo Z C POINT OF 5EGINNING ; h p � SLOPE EASEMENT �► 2='S� n -a N Slo,oe Eoscrncnt- s 8 20 20 w p `� 0 /5'Watcr Ginc EQsernenf' 15.00' NoaS 52 waw _ N O 16'52" W moi Q 633. I9. oo!!V T OF 68" 22 .'08"W 'OMMENC/N /Gt00'662 14 61.7ro 50 52 E p S O I6 52 �• . Ln cello SZ E 661.9_` �' i � • (BOG/N DEED -SOUTH - 904.6% _ .._ND• 3S'SZ'�N /0%2.34' NO/% � _ (pEEO CALL NO/'/?' W /662..3¢') W i 2 2/.GO' (NO'SB' W ^� ZOZ/.Cv0' C>EEO CALL) (90 �e o. w.� CUSTER/�OAD F,� 2478 c � »• ( VOL. 4/6 , PG. 259 � .�'Pr000sed R.O. W SLOPE EASffMENTC/1,-"9 SQ.FT.10.2628 ACRE) /VOTE F5A 5/S \ OF 6E,4.?tNG /s T,vE SLOPE EASEMENT EXHIBIT CITY OF PZ AiV0 CONTROL NETWORK. SURFAG ADJUSTMENT FACTOR- 1.0001.'T94 SURFACE STATE /0.00 ACRE ERVEN H. 80UN TRAGI ` CGbRD//1(fiTES 44.06 ACRESPART of THE 1-106141V W/TT SURVEY ABSTRACT /V0.17?6 \ (VO 4-. 4 74 PA6E 05Z�) oR.c.C.T CITY OFY PZ-7Z AL6ERT,4! HAI -P; ---4550C- /Nc., ^' ENG//VEERS SCALE /"=4O' =,q.(2/4)739-0094 A.✓.0.9309 AUG.,/988 OEC., /98B �!1 SLOPE EASEHENT FIELD NOTES FOR THE OSCAR MALCOM TRACT BEING a tract of land in the Hogan Witt Survey, Abstract No. 996, and being part of a 2.00 -acre tract of land conveyed to Oscar D. Malcom and Carolyn B. Malcom as recorded in Volume 799, Page 469, of the Deed Records of Collin County, Texas (D.R.C.C.T.) by Erven H. Bolin and Louise Bolin and being part of that 10 -acre tract of land conveyed to Erven 11. Bolin and Louise Bolin by Annie Ora Bolin as recorded in Volume 555, Page 592 of the Deed Records of Collin County, Texas and being more particularly described as follows: COMMENCING at the southeast corner of said Malcom tract and said Bolin Tract in the west line of Custer Road (F.M. 2478) (90 -foot right-of-way) as recorded in Volume 416, Page 259. D.R.C.C.T., said point also being on the north line of the Emajean Haggard Hall Tract as recorded in Volume 512. Page 593 and Volume 706, Page 67 D.R.C.C.T.; THENCE South 89 degrees 46 minutes 08 seconds West. departing said west line and along the south line of said Malcom and Bolin Tracts and the north line of said Hall Tract, a distance of 10.00 feet to the POINT OF BEGINNING; THENCE South 89 degrees 46 minutes 08 seconds West, continuing along said north and south line, a distance of 15.00 feet to a point for corner; THENCE North 0 degrees 35 minutes 52 seconds West, departing said south line, 70 feet west of and parallel to the centerline of said Custer Road (F.M. 2478) (Custer Road Deed - North 1 degrees 17 minutes West). a distance of 180.59 feet to a point for corner on the north line of said Malcom tract; THENCE North 89 degrees 22 minutes 08 seconds East (Malcom Deed - North 89 degrees 58 minutes East), departing said parallel line and along said north line, a distance of 15.00 feet to a point for corner on the proposed west line of said F.M. 2478 (Custer Road); THENCE South 0 degrees 35 minutes 52 seconds East (Custer Road Deed - South 1 degrees 17 minutes East). 55 feet west of and parallel to the centerline of said Custer Road, a distance of 180.69 feet to the POINT OF BEGINNING AND CONTAINING 2.710 square feet or 0.0622 acres of land more or less. NOTE: Basis of bearing is the City of Plano control network. Surface adjustment factor = 1.0001594, Surface State Plane Coordinates f RAUL W N . JR. �f s GISTERED BLIC SURVEYOR, ..... N..N .. :.. RAUL WONG. JR. T AS .ot 2958 NO. 2958 e S URIA JANUARY 16, 1989 October 16, 1990 EMAcJEAN HAGGARO HALL TieACT" II 159.00 ACRES (t/OL. 7496111 (S (VOL. 52 /, PG.593� POINT OF BEGINNING SLOIPE EASEMENT S e9.4!o'08'W i �i l�olf 0,5i M SLOPE .. /[5'GLb�rGinc E05err�cn.7` Ei19�MENT _ N Ov35' 52" W \2, 17 \O 'SQ.Fr o\rTi� O. 6 22 RES h L �� ^18922 Q9 E � �o.�5�z•t' .� .. .. iso. 9 15.0_0' '- 30'35'52"E CaEeo�sd{rH-iso.�6�/80. � � - , r/:101/7- OF COMMEIvCING; N89022 06'1 8 E � 66i i 3iZON ��_ O. Off n CA L„ V �'I7`OI0'W a62. 34'1 W.,� CUSTERc,=A, 2¢7'8) ROTI D ( VOL. 4/6 P!'. 259) MARY 1WcOERM0T - COOK BQ 00 ACRES (vot- oma 7 PAr=E SO -7) O. R. c.c.7: WARREN R. f5LA6KM0N 64,06 .46/gES (VOL. 4-7-01 PAGE NOTE: 45A515 OP' BF�q,�2/Il/G /S THE CITY' OF PGANO CONTROL NETWOf2K. SURFACE ADJV5TMFJVT FACTOR - /.000/594 SURFACE 67ATE PLfINE 15' SLOPE EASEMENT 2,710 SQ., -r10.0622 ACRE COORCVIVATES SLOPE EASEMENT E'XHSI T /v THE OSCAR MA L COM TRA C T , ART OF Tf/E /-HOGAN WATT S'C/RVEY A05Ti?ACT NO. CITY OF PL.AA10 1-5y i4GBERT f1 f1gC.FF ASSOC. /NCS ^�EiVCz//VES-RS scAr.Ef I"' ->o' f�f/.(`r/�I ��9-l�lr7•� �.vn.�T.�l blur;.,/9f38 WtN. . W flu %J Ea0L.11 ohm OSCAR MAL- COM � vX 2.00 ACRES /0'00 A cRES v(VOL. 799 PG. 4!v 9)Q ., , i �i l�olf 0,5i M SLOPE .. /[5'GLb�rGinc E05err�cn.7` Ei19�MENT _ N Ov35' 52" W \2, 17 \O 'SQ.Fr o\rTi� O. 6 22 RES h L �� ^18922 Q9 E � �o.�5�z•t' .� .. .. iso. 9 15.0_0' '- 30'35'52"E CaEeo�sd{rH-iso.�6�/80. � � - , r/:101/7- OF COMMEIvCING; N89022 06'1 8 E � 66i i 3iZON ��_ O. Off n CA L„ V �'I7`OI0'W a62. 34'1 W.,� CUSTERc,=A, 2¢7'8) ROTI D ( VOL. 4/6 P!'. 259) MARY 1WcOERM0T - COOK BQ 00 ACRES (vot- oma 7 PAr=E SO -7) O. R. c.c.7: WARREN R. f5LA6KM0N 64,06 .46/gES (VOL. 4-7-01 PAGE NOTE: 45A515 OP' BF�q,�2/Il/G /S THE CITY' OF PGANO CONTROL NETWOf2K. SURFACE ADJV5TMFJVT FACTOR - /.000/594 SURFACE 67ATE PLfINE 15' SLOPE EASEMENT 2,710 SQ., -r10.0622 ACRE COORCVIVATES SLOPE EASEMENT E'XHSI T /v THE OSCAR MA L COM TRA C T , ART OF Tf/E /-HOGAN WATT S'C/RVEY A05Ti?ACT NO. CITY OF PL.AA10 1-5y i4GBERT f1 f1gC.FF ASSOC. /NCS ^�EiVCz//VES-RS scAr.Ef I"' ->o' f�f/.(`r/�I ��9-l�lr7•� �.vn.�T.�l blur;.,/9f38 SLOPE EASEMENT FIRLD NOTES FOR THE 159.06 -ACRE EMAJREAN HAGGARD HALL TRACT BEING a tract of land in the Hogan Witt Survey, Abstract No. 996, and being part of a 159.06 -acre tract of land conveyed to Emajean Haggard Hall recorded in Volume 706, Page 67 and Volume 512, Page 593, of the Deed Records of Collin County, Texas (D.R.C.C.T.) and being more particularly described as follows: BEGINNING at the intersection of the north line of said Hall Tract and the proposed west line of Custer Road (F.M. 2478) (110 feet wide), whose 90 -foot right-of-way is recorded in Volume 416, Page 259, D.R.C.C.T., said point also being on the south line of the Oscar Malcom 2.00 -acre tract recorded in Volume 799, Page 469. D.R.C.C.T.; THENCE South 0 degrees 35 minutes 52 seconds East (Custer Road Deed - South 1 degrees 17 minutes East), departing said north line and along said west line. 55 feet west of and parallel to the centerline of said Custer Road (F.M. 2478), a distance of 1419.91 feet to an angle point; THENCE South 0 degrees 00 minutes 52 second East (Custer Road Deed - South 0 degrees 42 minutes East), continuing along said west line, a distance of 789.38 feet to a point for corner; THENCE South 89 degrees 59 minutes 08 seconds West, departing said west line, a distance of 15.00 feet to a point for corner; THENCE North 0 degrees 00 minutes 52 seconds West (Custer Road Deed - North 0 degrees 42 minutes West). along a line 7,0.00 feet west of and parallel to said centerline of Custer Road, a distance 'of 789.30 feet to an angle point; THE14CE North 0 degrees'35 minutes 52 seconds West (Custer Road Deed - North 1 degrees. 17 minutes East), continuing along said parallel line. a distance of 1419.93 feet to a point for corner in the common line of said Hall and Malcom tracts; THENCE North 89 degrees 46 minutes 08 seconds East (Hall Deed - East). (Malcom Deed - South 87 degrees 24 minutes East), departing said parallel line and along said common line, a distance of 15.00 feet to the POINT OF BEGINNING AND CONTAINING 33.139 square feet or 0.7608 acres of land more or less. NOTE: Basis of bearing is the City of Plano Control Network. Adjustment Factor = 1.0001594. Surface State Plane Coordinates. • �'RAUL WO , JR. .................... RAUL W.. O' R ISTERED P N3. JR. LIC SURVEYOR s., T AS -�t• 33s^ '�"�f NO. 2958 GSC' CcrSU�.d�'�J DECEMBER 13. 1988 JANUARY 16, 1989 October 16, 1990 M '3 O q� 0 W J ao S45'07'38W /4. //'— EMA JEAN HAGGARD HALL TRACT .Zt 4o'Oroi Ecsuraent POW7 of ..:- COMMENC/NG 159.06 A CRE5 . - - -o. /042 ACRE k (VOI-7.06 PAGE' .6.7_) y) 589'sq'oe"w i VOL. 5/2 P.4AA /s.oo' a, -D.R.C.C.T. � 0 O5Z W �r.35 52 yPROPOSED RD.w 1: E A5EMENT R/0�7�0N O' 00'52 "W ,0, 35 52 // ///./04..//�' "'O'52"E-- 7e.gs's2" w !414.4lT r Ex ; Raw 10150 ---Q-- 7ra.2o ~ S 000'52"E R.O.,W. OEGVGT/ON / ABY SffRARATE /N5TRUNGVr% / h vto r �0400'52"W t llB9.66 , _ Fnd. P.K. Na i! NO°35'52'W (Deed Call NO'42'W - 1189-66) % 0- W-) (Deed Call N/0/7 W N /662.34 - 'c / J TER %..F. M.._24.7_8 ---- --- -- . ROA(.�(.J S ( .. go D. 52"� r3q'� n� 14 (VOL.D R C. C.T. Ew 254% /(o �-- Exist. R.O.W. -- --- ,; S -- Proposed R.O. W. O`^0� J/ N ��m MARY McDERMOTT COOK �V • W J N OSCAR MAL COM 2.00 ACRES (VOL. 799, R;.46,? D. R. C. C. T. FIT15.00' 9.46'06"E ,/0.00' - - T Po/n/ aF 61- OPE OPE EASEMENT _/662.34' 9- 'j 80. 00 ACRES - 3Lo=c EfSEMENT (VOL.- Z/96PG. 507 EUGENE McDERAIOTT D. R. C.C. T. DRA/NAGE. EASEI�IE/VT V .• (VOL. 614 , Pg. 93) D. R. C.C.T. . 159.06 ACRE r/EMAJEAN HAGGARD HALL NOTE PART OF THE BAS/5 OF BEAR/NG /S THE CITY OF PL ANO CONTROL NETWOeX SURFACE ADJUSTMENT FACTOR- 1-0001594 SURFACE STATE PL -AME COORD/N.47-&,S! TRAM HOGAN W/TT SURVEY, ABSTRACT No. 996 FoR CITY OF PLANO ar ALBERT H HALFF ASSOC... INC. ENGINEERS SCALE: 1"=40' PH.(ZW739-0094 A.V.O.9309 Aos..1986 RSV/seo OEG.,lgas SLOPE} EASEMENT FIELD NOTES (TRACT I) FOR THE EUGENE McDERMOZT TRACT BEING a tract of land in the Jesse Gough Survey, Abstract No. 347, and being part of a 60.0 -acre tract of land "conveyed to Eugene McDermott as recorded in Volume 614, Page 93, of the Deed Records of Collin County. Texas (D.R.C.C.T.) and being more particularly described as follows: +: COMMENCING at the most northerly corner of the 50 -foot corner clip at the northeast corner of the intersection;of F.M. 2170 (McDermott Road) (100 -foot right-of-way) as recorded in Volume 664, Page 499, and Volume 540, Page 384, D.R.C.C.T. and Custer Road (F.M. 2478) (90 -foot right-of-way) as recorded in Volume 416, Page 259, D.R.C.C.T.; THENCE South 44 degrees 52 minutes 22 seconds East (F.M. 2170 Deed - South 44 degrees 09 minutes East) (ticDermott Deed - South 42 degrees 12 minutes 20 seconds East). departing said parallel line and along said corner clip. a distance of 14.18 feet a point for corner; THENCE North 0 degrees 00 minutes 52 seconds West (Custer Road Deed - North 0 degrees 42 minutes West), departing said corner clip, along the proposed east line of said Custer Road, 55 feet east of and parallel to the centerline of said Custer Road, a distance of 365.27 feet to the POINT OF BEGINNING; THENCE North 0 degrees 00 minutes 52 seconds West. continuing along said parallel line. a distance of 250.00 feet to a point for corner; THENCE North 89 degrees 59 minutes 08 seconds East, departing said parallel line, a distance of 5.00 feet to a point for corner; THENCE South 0 degrees 00 minutes 52 seconds East. 60 feet east of and parallel to the centerline of said Custer Road. a distance of 250.00 feet to a point for corner; THENCE South 89 degrees 59 minutes 08 seconds West, departing said parallel line, a distance of 5.00 feet to the POINT OF BEGINNING AND CONTAINING 1,250 square feet or 0.0287 acres of land more or less. NOTE: Basis of bearing is the City of Plano Control Network. Surface adjustment factor = 1.0001594, Surface State Plane Coordinates. r; LIQ Iff.)HU", J4. I....... ............... ��. L• � RNG. JR. EAUGISTER PUBLIC SURVEYOR TEXAS NO. 2958 JANUARY 16, 1989 October 16, 1990 SLOPE EASEMENT FIELD NOTES (TRACT II) FOR THE EUGENE McDERMOTT TRACT BEING a tract of land in the Jesse Gough Survey, Abstract No. 347, and being part of a 60.0 -acre tract of land conveyed to Eugene McDermott as recorded in Volume 614, Page 93, of the Deed Records of Collin County, Texas (D.R.C.C.T.) and being more particularly described as follows: BEGINNING at the intersection of the proposed east line of Custer Road (F.M. 2478, 110 -foot right-of-way) whose 90 -foot right-of-way is recorded in Volume 416, Page 259. D.R.C.C.T. and the south line of the Mary McDermott Cook 80.00 -acre tract recorded in Volume 2198, Page 507, D.R.C.C.T.; THENCE South 89 degrees 09 minutes 52 seconds East (Cook Deed - South 87 degrees 14 minutes 40 seconds East), departing said east line and along the south line of said Cook Tract, a distance of 5.00 feet a point for corner; THENCE South 0 degrees 00 minutes 52 seconds East, departing said south line, 60 feet east of and parallel to said centerline of Custer Road (F.M. 2478). a distance of 34.30 feet to a point for corner, THENCE South 89 degrees 59 minutes 08 seconds West, departing said parallel line, a distance of 5.00 feet to a point for corner; THENCE North 0 degrees 00 minutes 52 seconds West. 55 feet east of and parallel to the centerline of said Custer Road, a distance of 34.38 feet to the POINT OF BEGINNING AND CONTAINING 172 square feet or 0.0039 acres of land more or less. NOTE: Basis of bearing is the City of Plano Control Network. Surface adjustment factor = 1.0001594. Surface State Plane Coordinates. WO NG. JR. REGIST ED PUBLIC SURVEYOR TEXAS NO. 2958 JANUARY 16, 1989 October 16, 1990 SLOPE EASEMENT FIELD NOTES IN THE 80.00 -ACRE MARY McDERMOTT COOK TRACT BEING a tract of land in the Jesse Gough Survey, Abstract No. 347, and being part of a 80.00 -acre tract of land conveyed to Mary McDermott Cook as recorded in Volume 2198, Page 507, of the Deed Records of Collin County, Texas (D.R.C.C.T.) and more particularly described as follows: COMMENCING at the northwest corner of said Cook Tract on the east line of Custer Road (F.M. 2478) (90 -foot right-of-way) as recorded in Volume 416, Page 259, D.R.C.C.T., said point also being on the south line of the Warren R. Blackmon 64.06 -acre Tract recorded in Volume 474, Page 252, D.R.C.C.T.; THENCE North 70 degrees 28 minutes 08 seconds East (Cook Deed - North 72 degrees 12 minutes 19 seconds East) (Blackmon Deed - North 70 degrees 34 minutes East), departing said east line and along the north line of said Cook Tract and the south line of said Blackmon tract, a distance of 10.57 feet to the POINT OF BEGINNING; THENCE North 70 degrees 28 minutes 08 seconds East, continuing along said north line and south line, a distance of 10.57 feet to a point for corner; THENCE South 0 degrees 35 minutes 52 seconds East, departing said north and south line, 65 feet east of and parallel to the centerline of said Custer Road, a distance of 944.20 feet to a point for corner; THENCE South 89 degrees 24 minutes 08 seconds East, departing said parallel line, a distance of 5.00 feet to a point for corner; THENCE South 0 degrees 35 minutes 52 seconds East, 60 feet east of and parallel to the centerline of said Custer Road, a distance of 610.65 feet to an angle point; THENCE South 0 degrees 00 minutes 52 seconds East, continuing along said east and parallel line, a distance of 205.66 feet to a point for corner; THENCE North 89 degrees 09 minutes 52 seconds West, departing said east and parallel line, a distance of 5.00 feet to a point for corner; THENCE North 0 degrees 00 minutes 52 seconds West (Custer Road Deed - North 0 degrees 42 minutes West), along the proposed east line of Custer Road, 55 feet east of and parallel to the centerline of said Custer Road (F.M. 2478), a distance of 205.56 feet to an angle point; THENCE North 0 degrees 35 minutes 52 seconds West (F.M. 2478 Deed - North 1 degrees 17 minutes West), continuing along said east and parallel line, a distance of 1551.39 feet to the POINT OF BEGINNING AND CONTAINING 13,506 square feet or 0.3101 acres of land more or less. NOTE: Basis of bearing is the City of Plano Control Network. Surface Adjustment Factor = 1.0001594, Surface State Plane Coordinates. �aET *-,b RAUL WONG, Jit.... ......................... 2958 q RAUL NG, JR. /EGISTEREWPUBLIC SURVEYOR, TEXAS NO. 2958 JANUARY 16, 1989 October 16, 1990 EMAJEAN HAGGARD HALL TRACT .Tr 159.06 ACRES (VOL. 706 , P6. 67) ( VOL. 5/2 Pl. 593) 1 -15' WATER LINE E SM'T. -Proo. R. O. W. Exist. R.O.W. O S CAR MAL COM 2.00 Acres ( VOL . 799 , Pr,. 46 9) D. R. C. C. T. I ERVEN H. BOLIN 10.00 ACRES (voL. 555, PG. 592) D.R. C.C.T. CUSTER ROAD N0`00'5NN O'35'S2"W 166 2.34 2'W-1189.66' (GOOK DEED-1'28'C6"E) �F PK. Nail C _ _ (OECD CALL N0042' W-1169.66' (90' R,O. W)r (DEED CALL N!' l7' w•' 1662.3�F" PO/A/7- OF (F. M. 2 4 78) aF sL O,oE G (VOL. 41G, MO. 259) D.R.C.C.T. E.a56MEiv7- N (COOK DEED Al 1 ° 28'08"E 1753.28 _ /0.57' S f °O�°' 50 •E•! 060 29 CONTROL "'"""" - 1• K. —.K -to .. C<� LOPE E.tSEMENT .. oo .mo5' N •isswy /551.39' -. -11 - vz- los 6�' so�ss s2"e� 6/0.65' eOL ACKMON DEED N 70. I i5'SLOPE" 569•t4'od•W so•36'52"'E y zo' (COOK DEED N72'12'19'.^- ) i3 EUGENE Mc DERMOT T o . (VOL. 614, PG. 93) W Y; gr V NO TE � 2 = 8A5/5! OF BEARING /S ME CITY OF PLANO CONTROL NETWORK. SURFACE ADJUSTMENT FACTOR - 1.0001594 SURFACE 5TA7E PLANE COORDWA7ES ErISEA4SAfrc�pp. , _-�A aPE EASEMENT ... i0 sL a-,- E.4sEMEn/T •/3,so� sQ.FT. MARY Mc DERMOTT COOK ' 0.3/olACr¢ES 80.00 ACRES SLOPE EASEMENT EXfil/�/i (VOL. 2198 � Pg. 507) /3, 50G SQ.,= /0.310! ACRES Ct R.CC. T. I1V THE WARREN R. BLACKMON MARY MC DERMOT'T COOK TRACT PA RT OF TRE 64. OG ACRES J ESSE GOUGH SURVEY, ASST NO.34 (VOL.474, PG. 252) FbR C>R.C.C. r. CITY OF PLANO BY ALBERT H. 1-4ALFF ASSOC.; INC. -EGRS. AUG. 1988 SLE:1'=4o'PHAZ14)733-0094'A.V.O..93Og REVISED ✓^N. 19x99 SLOPE EASEMENT FIELD NOTES FOR THE 64.06 -ACRE WARREN R. BLACKMON TRACT BEING a tract of land in the Jesse Gough Survey, Abstract No. 347, and being part of a 64.06 -acre tract of land conveyed to Warren R. Blackmon as recorded in Volume 474, Page 252, of the Deed Records of Collin County, Texas (D.R.C.C.T.) and being more particularly described as follows: COMMENCING at the intersection of the south line of said Blackmon Tract and the east line of Custer Road (F.M. 2478) (90 -foot right-of-way) as recorded in Volume 416, Page 259, D.R.C.C.T., said point is the northwest corner of the Mary McDermott Cook 80.00 -acre tract recorded in Volume 2198, Page 507, D.R.C.C.T.; THENCE North 70 degrees 28 minutes 08 seconds East, (Blackmon Deed - North 70 degrees 34 minutes East) (Cook Deed - North 72 degrees 12 minutes 19 seconds East), departing said parallel line and along said south and north line, a distance of 10.57 feet to the POINT OF BEGINNING; THENCE North 0 degrees 35 minutes 52 seconds West (Custer Road Deed - North 1 degrees 17 minutes West), 55 feet east of and parallel to the centerline of said Custer Road, a distance of 111.08 feet to an angle point; THENCE North 0 degrees 16 minutes 52 seconds West (Custer Road Deed - North 0 degrees 58 minutes West), continuing along said east and parallel line, a distance of 1676.80 feet to a point for corner at the southwest corner of a proposed 10 -foot jog in said F.M. 2478; THENCE North 89 degrees 43 minutes 08 seconds Fast, departing said east and parallel line and along the proposed 10 -foot jog, a distance of 10.00 feet to a point for corner; THENCE North 0 degrees 16 minutes 52 seconds West (Custer Road Deed - North 0 degrees 58 minutes West), along the east line of said jog, 65 feet east of and parallel to the centerline of said F.M. 2478, a distance of 90.00 feet to a point for corner; THENCE North 51 degrees 03 minutes 33 seconds East, departing said parallel line, a distance of 32.02 feet to a point for corner; THENCE South 0 degrees 16 minutes 52 seconds East (Custer Road Deed - South 0 degrees 58 minutes East), 90 feet east of and parallel to the centerline of said F.M. 2478, a distance of 110.00 feet to a point for corner; THENCE South 89 degrees 43 minutes 08 seconds West, departing said parallel line, a distance of 10.00 feet to a point for corner; THENCE South 0 degrees 16 minutes 52 seconds East (Custer Road Deed - South 0 degrees 58 minutes East), 80 feet east of and parallel to the centerline of said Custer Road, a distance of 78.95 feet to a point for corner; THENCE South 89 degrees 43 minutes 08 seconds West, departing said parallel line, a distance of 15.00 feet to a point for corner, 65 feet east of and parallel to the centerline of said Custer Road; THENCE South 0 degrees 16 minutes 52 seconds East (Custer Road Deed - South 0 degrees 58 minutes East), 65 feet east of and parallel to the centerline of said Custer Road, a distance of 300.00 feet to a point for corner; THENCE North 89 degrees 43 minutes 08 seconds East, departing said parallel line, a distance of 10.00 feet to a point for corner; THENCE South 0 degrees 16 minutes 52 seconds East (Custer Road Deed - South 0 degrees 58 minutes East), 75 feet east of and parallel to the centerline of said F.M. 2478, a distance of 350.00 feet to a point for corner; THENCE South 89 degrees 43 line, a distance of 10.00 minutes 08 seconds feet to a point for West, departing said parallel corner; THENCE South 0 degrees 16 minutes 52 seconds East (Custer Road Deed - South 0 degrees 58 minutes East), 65 feat east of and parallel to the centerline of said Custer Road, a distance of 947.82 feet to a point for corner; THENCE South 0 degrees 35 minutes 52 seconds Fast (Custer Road Deed - South 1 degrees 17 minutes East) continuing along said east and parallel line, a distance of 107.62 feet to a point for corner on the south line of said Blackmon Tract, said point also being on the north line of said Cook Tract; THENCE South 70 degrees 28 minutes 08 seconds West, along said south line and north line, a distance of 10.57 feet to the POINT OF BEGINNING AND CONTAINING 25,046 square feet or 0.5750 acres of land more or less. NOTE: Basis of bearing is the City of Plano Control Network. Surface Adjustment Factor = 1.0001594, Surface State Plane Coordinates. RkUL W0OMG. Jit. ........................ , e, 2958 : pN r yc C �S iiay�' RAUL W V G, JR. RE ISTERED LIC SURVEYOR, TEXAS NO. 2958 JANUARY 16, 1989 October 16, 1990 0 < 1� 1 4 �`�, NORT1-1 TEXAS MUNICIPAL WATER 01SrR1CT �0 � (,�'(�G 15.8 5 31 ACRES G � .1��' �� J�v �� ( 709 ' PG. B/NET. 15' WATER L/ E ESMT. l 1 WATER LINE ESMT. D. R. C. C. T. PROP. .O.W. EX 1$7 R.O.W. EOCALL N1'r7'W-1662.349 r L/-r7d P.K. S O'er' S'9"E �- 2813.51' EX 1ST. Row. i (F. M. 24 7 8) D.R.C.G.T. (00'R -ow) C US T(VOLA/G,PAGE25�) O D (DEED CALL fN O" SOW- 2021.60') --�/CONTROL K-10 N 0.35'62°W- J14.44' ( `POIArr F COMMENCGt16�540,9 EASPMENT) �Ao 'p geo /c.s�' '7 ` 3033'32 2PG4) 0�Q��^ 1 4 �`�, NORT1-1 TEXAS MUNICIPAL WATER 01SrR1CT �0 � (,�'(�G 15.8 5 31 ACRES G � .1��' �� J�v �� ( 709 ' PG. B/NET. 15' WATER L/ E ESMT. l 1 WATER LINE ESMT. D. R. C. C. T. PROP. .O.W. EX 1$7 R.O.W. EOCALL N1'r7'W-1662.349 r L/-r7d P.K. S O'er' S'9"E �- 2813.51' EX 1ST. Row. i (F. M. 24 7 8) D.R.C.G.T. (00'R -ow) C US T(VOLA/G,PAGE25�) O D (DEED CALL fN O" SOW- 2021.60') --�/CONTROL K-10 N 0.35'62°W- J14.44' ( `POIArr F COMMENCGt16�540,9 EASPMENT) �Ao 7C28"JP'f /c.s�' '7 ` 3033'32 s �•zeos••w 5E�/NN/NG -1 ' 3 NO•/6'S2"•W LOPE EASEMENT 25,04-6 So. Fr. 0.5750 Ac. /76¢. w. /G7 5 W /67 80 /6'52'E 947.82' 50•/6'S2'L1 Q� sosG�sz-� �L. 3B9�JGIB'W N"89.43'08 E It AM=, WARREN R. 5LACKMON AC,e=s N 89'43'08°E A/ /' S�'/2"N/ Tb CONTROL K -/� BEN B. WEST CO- TRUSTEE. 45.21 ACRES (VOL -1134, ra. Z513) D. R. CC. T. 64 �� SLOPE eASEMENT TRACT ����\7- (VoL.474, PG. 252)0 � D. RCC. T. EXHIBIT ��p 1N THE epV 6 No\z NOTE WARREN R. BLACKMON TRACT PART OF THE `o��. BAS1S OF BEARING /S THE CITY Of' FY -"o JESSE GOUGH SURVEY, ABSTRACT No. 34-7 v\i CO"TROL NETWORK. FoR . U SRFACE A0,1USTME"T F'ACToR = 1.000 f5'74 CITY OF: PLANO SURFACE S7A-rE PLANE' COORO/NATES ALBERT N. NALFF ASSOC. INC. -, ENGINEERS SCALE: I"=4d' PH1214)739-0094 A.V.0.930J AUG., 1988 •REVISED 'CEC.' mas SLOPE EASEMENT (TRACT III) FIELD NOTES IN THE BEN B. WEST CO -TRUSTEE TRACT BEING a tract of land in the Shadrick Jackson Survey, Abstract No. 489, and being part of a 45.21 -acre tract of land conveyed to Ben B. West Co -Trustee as recorded in Volume 1134, Page 259, of the Deed Records of Collin County, Texas (D.R.C.C.T.) and being more particularly described as follows: COMMENCING at the most westerly northwest corner of said West tract, said point is on the south line of the Rowlett Creek Cemetery tract recorded in Volume 584, Page 392 D.R.C.C.T.; THENCE South 0 degrees 06 minutes 20 seconds East (West Deed - South 0 degrees 26 minutes East) (Hall Deed - South), along the west line of said West tract and the east line of the Emajean Haggard Hall 146.50 -acre tract recorded in Volume•706, Page 67, and Volume 512, Page 595, D.R.C.C.T., a distance of 369.83 feet to the POINT OF BEGINNING; THENCE North 0 degrees 06 minutes 20 seconds West, along said west and east line, a distance of 47.76 feet to a point for corner on a circular curve to the right having a radius of 1215.92 feet, whose long chord bears North 19 degrees 35 minutes 08 seconds East, a distance of 13.34 feet; THENCE Northerly, along a line 70 feet west of and parallel to the centerline of proposed Custer Road (F.M. 2478) (110 -foot right-of-way) and along said curve, through a central angle of 0 degrees 37 minutes 43 seconds, an arc distance of 13.34 feet to the point of tangency; THENCE North 19 degrees 53 minutes 59 seconds East, continuing along said west and parallel line, a distance of 482.99 feet to a point for corner; THENCE North 70 degrees 06 minutes 01 seconds West, departing said west and parallel line, a distance of 5.00 feet to a point for corner; THENCE North 19 degrees 53 minutes 59 seconds East, along a line 75 feet west of and parallel to the centerline of proposed Custer Road, a distance of 200.00 feet to a point for corner; THENCE North 70 degrees 06 minutes 01 seconds West, departing said west and parallel line, a distance of 10.00 feet to a point for corner; THENCE North 19 degrees 53 minutes 59 seconds East, along a line 85 feet west of and parallel to the centerline of proposed Custer Road, a distance of 83.62 feet to the point of curvature of a circular curve to the left having a radius of 1552.02 feet, whose long chord bears North 17 degrees 54 minutes 34 seconds East, a distance of 107.80 feet; THENCE Northerly, continuing along said west and parallel line and along said curve, through a central angle of 3 degrees 58 minutes 49 seconds, an arc distance of 107.82 feet to a point for corner; THENCE North 74 degrees 04 minutes 50 seconds West, departing said west and parallel line, radially a distance of 10.00 feet to a point for corner on a circular curve to the left having a radius of 1542.02 feet and whose long chord bears North 11 degrees 08 minutes 21 seconds East, a distance of 257.01 feet; THENCE Northerly, along a line 95 feet west of and parallel to the centerline of proposed Custer Road 130 -foot right-of-way and along said curve, through a central angle of 9 degrees 33 minutes 38 second:, an arc distance of 257.31 feet to a point for corner on the north line of said West Co -Trustee tract and being in the centerline of West Rowlett Creek, said point also being on the south line of the Steve C. Esteve (Blackland Properties, Inc.) tract recorded in Volume 754, Page 58, D.R.C.C.T.; THENCE South 47 degrees 40 minutes 00 seconds East (West Deed - South 48 degrees 06 minutes East) (Esteve Deed - South 49 degrees 33 minutes East), departing said west and parallel line and along the said north, south and center line, a distance of 36.89 feet to a point for corner on a circular curve to the right having a radius of 1512.02 feet and whose long chord bears South 11 degrees 32 minutes 02 seconds West, a distance of 240.41 feet; THENCE Southerly, departing said north, south and center line, along a line 65 feet west of and parallel to the centerline of proposed Custer Road and along said curve, through a central angle of 8 degrees 46 minutes 15 seconds, an arc distance of 240.65 feet to a point for corner; THENCE South 74 degrees 04 minutes 50 seconds East, departing said east and parallel line, radially a distance of 10.00 feet to a point for corner on a circular curve to Lite right having a radius of 1582.02 feet and whose long chord bears South 17 degrees 54 minutes 34 seconds West, a distance of 109.88 feet; THENCE Southerly, along a line 55 feet east of and parallel to the centerline of proposed Custer Road and along said curve, through a central angle of 3 degrees 58 minutes 49 seconds, an arc distance of 109.90 feet to the point of tangency; THENCE South 19 degrees 53 minutes 59 seconds West, continuing along said east and parallel line, a distance of 766.61 feet to the point of curvature of a circular curve to the left having a radius of 1200.92 feet, whose long chord bears South 18 degrees 30 minutes 38 seconds West, a distance of 58.23 feet; THENCE Southerly, continuing along said east and parallel line and along said curve, through a central angle of 2 degrees 46 minutes 43 seconds, an arc distance of 58.24 feet to the POINT OF BEGINNING AND CONTAINING 25,018 square feet or 0.5743 acres of land more or less. NOTE: Basis of bearing is the City of Plano Control Network. Surface adjustment factor = 1.0001594, Surface State Plane Coordinates. 2T��' ��� R GRAUL #Nb, JR. ISTEREDtYUBLIC SURVEYOR TEXAS NO. 2958 Page 2 of2 I JANUARY 16, 1989 October 16, 1990 SLOPE EASEMENT (TRACT IV) FIELD NOTES IN THE BEN B. WEST CO -TRUSTEE TRACT BEING a tract of land in the Jesse Gough Survey, Abstract No. 347 and the Shadrick Jackson Survey, Abstract No. 489, and being part of a 45.21 -acre tract of land conveyed to Ben B. West Co -Trustee as recorded in Volume 1134, Page 259, of the Deed Records of Collin County, Texas (D.R.C.C.T.) and being more particularly described as follows: COMMENCING at the northwest corner of the 20 -foot jog in the east line of Custer Road (90 -foot right-of-way) (F.M. 2478) as recorded in Volume 416, Page 259 and on the west line of the said Ben B. West Co -Trustee tract; THENCE North 89 degrees 43 minutes 08 seconds East (Custer Road Deed - North 89 degrees 02 minutes East) (West Deed - North 89 degrees 29 minutes East), along said jog, a distance of 20.00 feet (West Deed - 20.0 feet) to the northeast corner of said jog; THENCE North 0 degrees 16 minutes 52 seconds West (Custer Road Deed - North 0 degrees 58 minutes West), along the east line of proposed Custer Road, along a line 65 feet east of and parallel to said Custer Road centerline, a distance of 16.26 feet to the POINT OF BEGINNING; THENCE North 0 degrees 16 minutes 52 seconds West, continuing along said east and parallel line, a distance of 11.59 feet to a point for corner; THENCE South 89 degrees 43 minutes 08 seconds West, departing the east line of existing Custer Road and parallel line, and along the east line of proposed Custer Road, a distance of 10.00 feet to a point for corner; THENCE North 0 degrees 16 minutes 52 seconds West, continuing along said east line and being 55 feet east of and parallel to the centerline of said Custer Road, a distance of 29.03 feet to an angle point; THENCE North 0 degrees 10 minutes 08 seconds East (Custer Road Deed - North 0 degrees 31 minutes West), continuing along said east line and said parallel line, a distance of 1348.57 feet to the point of curvature of a circular curve to the right having a radius of 1090.92 feet, whose long chord bears North 10 degrees 02 minutes 04 seconds East, a distance of 373.82 feet; THENCE Northerly, continuing along said east and parallel line and along said curve, through a central angle of 19 degrees 43 minutes 51 seconds, an arc distance of 375.68 feet to the point of tangency; THENCE North 19 degrees 53 minutes 59 seconds East, continuing along said east and parallel line, a distance of 766.61 feet to the point of curvature of a circular curve to the left having a radius of 1692.02 feet, whose long chord bears North 18 degrees 35 minutes 36 seconds Fast, a distance of 77.14 feet; THENCE Northerly, continuing along said east and parallel line and along said curve, through a central angle of 2 degrees 36 minutes 45 seconds, an arc distance of 77.15 feet to a point for corner; THENCE South 72 degrees 42 minutes 46 seconds East, departing said east and parallel line, radially a distance of 10.00 feet to a point for corner on a circular curve to the left having a radius of 1702.02 feet and whose long chord bears North 15 degrees 37 minutes 13 seconds East, a distance of 99.03 feet; THENCE Northerly, along a line 65 feet )west of and parallel to the centerline of proposed Custer Road and along said curve, through n central angle of 3 degrees 20 minutes 03 seconds, aid arc distance of 99.04 feet to a point for corner; THENCE North 78 degrees 34 minutes 06 secona East, departing said east and parallel line, a distance of 38.65 feet toa point for corner on a circular curve to the right having a radius of 1737.02 feet and whose long chord bears South 15 degrees 20 minutes 49 seconds West, a distance of 117.63 feet; THENCE Southerly, along a line 100 feet east of and parallel to the centerline of proposed Custer Road and along said curve, through a central angle of 3 degrees 52 minutes 51 seconds, .an arc distance of 117.65 feet to a point for corner; THENCE North 72 degrees 42 minutes 46 seconds West, departing said east and parallel line, radially a distance of 10.00 feet to a point for corner on a circular curve to the right having a radius of 1727.02 feet and whose long chord bears South 18 degrees 35 minutes 36 seconds West, a distance of 78.74 feet; THENCE Southerly, along a line 90 feet east of and parallel to the centerline of. proposed Custer Road and along; said curve, through a central angle of 2 degrees 36 minutes 45 seconds, an arc distance of 78.75 feet to the point of tangency; THENCE South 19 degrees 53 minutes 59 seconds West, continuing along said - east and parallel line, a distance of 133.62 feet to a point for corner; THENCE North 70 degrees 06 minutes 01 seconds West, departing said east and parallel line, a distance of 10.00 feet to a point for corner; THENCE South 19 degrees 53 minutes 59 seconds West, along a line 80 feet east of and parallel to the centerline of proposed Custer Road, a distance of 550.00 feet to a point for corner; THENCE North 70 degrees 06 minutes 01 seconds West, departing said east and parallel line, a distance of 5.00 feet to a point for corner; THENCE South 19 degrees 53 minutes 59 seconds West, along a line 75 feet east of and parallel to the centerline of proposed Custer Road, a distance of 82.99 feet to the point of curvature of a circular curve to the left having a radius of 1070.92 feet, whose long chord bears South 10 degrees 02 minutes 04 seconds West, a distance of 366.9.7 feet; THENCE Southerly, continuing along said eas€t and parallel line and along said curve, through a central angle of 19 degrees 43 minutes 51 seconds, an arc distance of 368.79 feet to the point of -"tangency; THENCE South 0 degrees 10 minutes 08 seconds West, continuing along said east and parallel line, a distance of 1072.39 feet to a point for corner; THENCE South 89 degrees 49 minutes 52 seconds East, departing said east and parallel line, a distance of 15.00 feet to a point for corner; THENCE South 0 degrees 10 minutes 08 seconds West, along a line 90 feet east of and parallel to the centerline of proposed Custer Road, a distance of 250.00 feet to a point for corner; THENCE South 89 degrees 49 minutes 52 seconds East, departing said east and parallel line, a distance of 15.00 feet to a point for corner; THENCE South 0 degrees 10 minutes 08 seconds West, along a line 105 feet east of and parallel to the centerline of proposed Custer Road, a distance of 25.99 feet to an angle point; THENCE South 0 degrees 16 minutes 52 seconds East, continuing along said east and parallel line, a distance of 64.77 feet to a point for corner; THENCE North 58 degrees 57 minutes 00 seconds West, departing said east and parallel line, a distance of 46.83 feet to the POINT OF BEGINNING AND CONTAINING 67,951 square feet or 1.5599 acres of land more or less. NOTE: Basis of bearing is the City of Plano Control Network. Surface adjustment fgctor = 19. 00 TF 4, Surface State Plane Coordinates. C1.0 ....•" RAUL IONG, JR. •�c�'1UL W ...... �^� R GISTEREPUBLIC SURVEYOR .......... ........._.. ,et 2�) o .�^ TEXAS �,',,'•;`'�cr T.a`• � :E NO. 2958 JANUARY 16, 1989 October 16, 1990 Page 2 of 2 SLOPE AND DRAINAGE EASEMENT (TRACT V) FIELD NOTES IN THE BEN B. WEST CO -TRUSTEE TRACT BEING a tract of land in the Shadrick Jackson Survey. Abstract No. 489, and being part of a 45.21 -acre tract of land conveyed to Ben B. West Co -Trustee as recorded in Volume 1134, Page 259, of the Deed Records of Collin County, Texas (D.R.C.C.T.) and being more particularly described as follows: COMMENCING at the southeast corner of a 10 -foot jog in the east line of proposed Custer Road (F.M. 2478). said point is 211.16 feet along said east line from the north line of said West tract, said point being on a circular curve to the left having a radius of 1702.02 feet. whose long chord bears North 13 degrees 43 minutes 59 seconds East, a distance of 211.02 feet; THENCE Northerly. along the east line of proposed Custer Road and being 65 feet east of and parallel to the centerline of proposed Custer Road and along said curve. through a central angle of 4 degrees 04 minutes 38 seconds, an arc distance of 121.11 feet to the POINT OF BEGINNING; THENCE North 78 degrees 34 minutes 06 seconds East, departing said east and parallel line, a distance of 96.04 feet to a,point for corner on the north line of said West Co -Trustee tract and being in the centerline of West Rowlette Creek, said point also being on the south line of the Steve C. Esteve (Blackland Properties, Inc.) tract recorded in Volume 754, Page 58, D.R.C.C.T.; Ps THENCE South 47 degrees 40 minutes 60 seconds East, along the said north, south and center line. a distance of 24.80 feiet to a point for corner; THENCE South 78 degrees 34 minutes 66 seconds West, departing said north, south and centerline. a distance of 126.03 feet to a point for corner on a circular curve to the left having a radius of 1702.02 feet and whose long chord bears North 13 degrees 34 minutes 54 seconds East, a distance of 22.07 feet; THENCE Northerly. along the east line of proposed Custer Road and being 65 feet east of and parallel to the centerline of proposed Custer Road and along said curve, through a central angle of 00 degrees 44 minutes 35 seconds, an arc distance of 22.07 feet to the POINT OF BEGINNING AND CONTAINING 2.160 square feet or 0.0496 acres of land more or less. NOTE: Basis of bearing is the City of Plano Control Network. Surface adjustment factor = 1.0001594, Surface State Plane Coordinates. i RAUL WOI)G,v JR. G STERED PS LIC SURVEYOR TEX NO. 2958 JANUARY 16, 1989 October 16, 1990 SLOPE AND DRAINAGE EASEMENT (TRACT VI) FIELD NOTES IN THE BEN B. WEST CO -TRUSTEE TRACT BEING a tract of land in the Jesse Gough Survey, Abstract No. 347 and being part of a 45.21 -acre tract of land conveyed to Ben B. West Co -Trustee as recorded in Volume 1134, Page 259. of the Deed Records of Collin County, Texas (D.R.C.C.T.) and being more particularly described as follows: C014MENCING at the northwest corner of a 20 -foot jog in the east line of Custer Road (90 -foot right-of-way) (F.M. 2478). as recorded in Volume 416, Page 259 and on the west line of the said Ben B. West Co -Trustee tract; THENCE North 89 degrees 43 minutes 08 seconds East (Custer Road Deed - North 89 degrees 02 minutes East) (West Deed - North 89 degrees 29 minutes East), along said jog, a distance of 20.00 feet in the northeast corner of said jog. THENCE North 0 degrees 16 minutes 52 seconds West (Custer Road Deed - North 0 degrees 58 minutes West). along the proposed east line of Custer Road. 65 feet east of and parallel to the centerline of proposed Custer Road, a distance of 16.26 feet to the POINTT OF BEGINNING; THENCE South 58 degrees 57 minutes 00 seconds East, departing said east and parallel line, a distance of 79.65 feet to a point for corner on the south line of said West Co -Trustee tract and being on the north line of the Warren R. Blackmon 64.06 -Acre Tract recorded in Volume 474. Page 252, D.R.C.C.T.; and being the approximate centerline of Young's Branch; THENCE South 38 degrees 02 minutes 08 seconds West (West Deed - South 40 degrees 04 minutes West) (Blackmon Deed - South 42 degrees 01 minutes West), along said south, north. and center line, a distance of 20.15 feet to a point for corner; THENCE North 58 degrees 57 minutes 00 seconds West, departing said south. north. and center line, a distance of 65.02 feet to a point for corner on the east line of said Custer Road; THENCE North 0 degrees 16 minutes 52 seconds West (Custer Road Deed - North 0 degrees 58 minutes West). along said east line and being 65 feet east of and parallel to the centerline of said Custer Road, a distance of 23.41 feet to the POINIT OF BEGINNING AND CONTAINING 1,447 square feet or 0.0332 acres of land more or less. NOTE: Basis of bearing is the City of Plano Cuntrol Network. Surface adjustment factor = 1.0001594. Surface State Plane Coordinates. RAUL W0,1 JR. -F....""""" OEG�STERED P LIC SURVEYOR iL!1JL "I NIG. JR. TMMS .ot 2953 NO. 2958 JANUARY 16, 1989 October 16, 1990 SLOPE EASEMENT (TRACT VII) FIELD NOTES IN THE 146.50 -ACRE EMAJEAN HAGGARD HALL TRACT BEING a tract of land in the George White Survey, Abstract No. 992, and being part of a 146.50 -acre tract of land conveyed to Emajean Haggard Hall as recorded in Volume 706, Page 67, and Volume 512, Page 595, of the Deed Records of Collin County, Texas (D.R.C.C.T.) and being more particularly described as follows: BEGINNING at the intersection on the west right-of-way line of proposed Custer Road (F.M. 2478) (110 -foot right-of-way) and the eastern most line of the said Hall tract, said point being 354.15 feet, South 0 degrees 06 minutes 20 seconds East from the southeast corner of the Rowlett Creek Cemetery tract recorded in Volume 584, Page 392, D.R.C.C.T.. along the west line of the Ben B. West Co -Trustee tract recorded in Volume 1134, Page 259, D.R.C.C.T., said point being on a circular curve to the left having a radius of 1200.92 feet and whose long chord bears South 14 degrees 25 minutes 18 seconds West, a distance of 113.12 feet; THENCE Southerly, along the west right-of-way line of proposed Custer Road and along said curve, through a central angle of 5 degrees 23 minutes 57 seconds, an arc distance of 113.17 feet to a point for corner; THENCE South 55 degrees 27 minutes 52 seconds West, departing said west line and along a 15 -foot corner clip, a distance of 21.55 feet to a point for corner in the north line of proposed Custer Road Extension (60 -foot right- of-way). THENCE North 80 degrees 25 minutes 32 seconds West, along the north line of proposed Custer Road Extension, a distance of 5.87 feet to the point of curvature of a circular curve to the right having a radius of 517.92 feet and whose long chord bears North 42 degrees 21 minutes 40 seconds West, a distance of 638.65 feet; THENCE Northwesterly, continuing along said north line and along said curve, through a central angle of 76 degrees 07 minutes 44 seconds, an arc distance of 688.16 feet to a point for corner in the most southerly north line of said Hall tract and in the south line of said Cemetery tract extended; THENCE North 89 degrees 38 minutes 13 seconds East, departing said east line and said common line, a distance of 10.02 feet to a point for corner on a circular curve to the left having a radius of 507.92 feet and whose long chord bears South 12 degrees 21 minutes 29 seconds East. a distance of 141.10 feet; THENCE Southerly, departing said common line and 40 feet east of and parallel to the centerline of proposed Custer Read Extension and along said curve, through a central angle of 15 degrees 58 minutes 05 seconds, an arc distance of 141.56 feet to a point for corner; THENCE South 69 degrees 39 minutes 28 seconds West, departing said east and parallel line, radially a distance of 5.00 feet to a point for corner on a circular curve to the left having a radius of 512.92 feet and whose long chord bears South 49 degrees 48 minutes 07 seconds East, a distance of 504.52 feet; THENCE Southeasterly, 35 feet east of and parallel to the centerline of proposed Custer Road Extension and along said curve, through a central angle of 58 degrees 55 minutes 10 seconds, an arc distance of 527.46 Leet to a point for corner; THENCE North 55 degrees 27 minutes 52 seconds East. departing said east and parallel line. a distance of 23.69 feet to a point for corner on a circular curve to the right having a radius of 1215.92 feet and whose long chord bears North 15 degrees 38 minutes 20 seconds East. a distance of 154.07 feet; Page 1 of 2 TIIE14CE Northerly, 70 feet west of and parallel to the centerline of proposed F.M. 2478 and along said curve. through a central angle of 7 degrees 15 minutes 53 seconds, an arc distance of 154.17 feet to a point for corner on the eastern most line of said Hall tract and the west line of said West tract; THENCE South 0 degrees 06 minutes 20 seconds East, along said east and west line, a distance of 47.76 feet to the POINT OF BEGINNING AND CONTAINING 6.475 square feet or 0.1486 acres of land more or less. NOTE: Basis of bearing is the City of Plano Control Network. Surface adjustment factor = 1.0001594. Surface State Plane Coordinates. JRAUL NG. JR. EGISTE AS SURVEYOR AS NO. 2958 JANUARY 16. 1989 October 16, 1990 Page 2 of 2 SLOPE EASEMENT FIELD NOTES (TRACT III) IN THE 146.50 -ACRE EMAJEAN HAGGARD HALL TRACT BEING a tract of land in the George White Survey, Abstract No. 992, and being part of a 146.50 -acre tract of land conveyed to Emajean Haggard Hall as recorded in Volume 706, Page 67, and Volume 512, Page 595, of the Deed Records of Collin County, Texas (D.R.C.C.T.) and being more particularly described as follows: COMMENCING at the intersection of the west right-of-way line of Custer Road (F.M. 2478) (90 -foot right-of-way) as recorded in Volume 416, Page 259, D.R.C.C.T. and the south line of said hall tract, said point also being the northeast corner of the North Texas Municipal Water District tract recorded in Volume 2411, Page 729, D.R.C.C.T. and Cabinet , Page , Plat Records Collin County, Texas and is the intersection of the center line of proposed Ridgeview Drive (130 -foot right-of-way) and the west line of said Custer Road; THENCE North 0 degrees 10 minutes 08 seconds East (Custer Road Deed - North 0 degrees 31 minutes West), along the west line of said Custer Road, 45 feet west of and parallel to the center line of said Custer Road, a distance of 65.00 feet to a point for corner; THENCE North 89 degrees 49 minutes 52 seconds West (Ridgeview Drive Right -of - Way Deed - West), departing said west line and along the north line of said Ridgeview Drive, a distance of 10.00 feet to the POINT OF BEGINNING; THENCE North 89 degrees 49 minutes 52 seconds West, continuing along said north line, a distance of 10.00 feet to a point for corner; THENCE North 0 degrees 10 minutes 08 seconds East, departing said north line and along a line 65 feet west of and parallel to the center line of said Custer Road, a distance of 504.50 feet to a point for corner; THENCE North 89 degrees 49 minutes 52 seconds West, departing said west and parallel line, a distance of 35.00 feet to a point for corner; THENCE North 0 degrees 10 minutes 08 seconds East, along a line 100 feet west of and parallel to the centerline of said Custer Road, a distance of 30.00 feet to a point for corner; THENCE South 89 degrees 49 minutes 52 seconds East, departing said west and parallel line, a distance of 30.00 feet to a point for corner; THENCE North 0 degrees 10 minutes 08 seconds East, along a line 70 feet west of and parallel to the centerline of said Custer Ruad, a distance of 227.39 feet to the point of curvature of a circular curve to the right having a radius of 1215.92 feet, whose long chord bears North 3 degrees 39 minutes 21 seconds East, a distance of 147.90 feet; THENCE Northerly, along the west line of proposed Custer Road, 70 feet west of and parallel to said centerline and along said curve, through a central angle of 6 degrees 58 minutes 26 seconds, an arc distance of 148.00 feet to a point for corner; THENCE North 36 degrees 18 minutes 55 seconds West, departing said west and parallel line, a distance of 16.69 feet to a point for corner on a circular curve to the right having a radius of 587.92 feet and whose long chord bears North 61 degrees 54 minutes 45 seconds West, a distance of 363.10 feet; THENCE Northwesterly, along a line 40 feet south of and parallel to the centerline of proposed Custer Road extension (60 -foot right-of-way) and along said curve, through a central angle of 35 degrees 58 minutes 27 seconds, an arc distance of 369.14 feet to a point for corner; THENCE North 46 degrees 04 minutes 28 seconds East, departing said south and parallel line, radially a distance of 10.00 feet to a point for corner on the west line of proposed Custer Road extension and being on a circular curve to the left having a radius of 577.92 feet, whose long chord bears South 62 degrees 10 minutes 32 seconds East, a distance of 361.97 feet; THENCE Southeasterly, along the south line of proposed Custer Road Extension and along said curve, through a central angle of 36 degrees 30 minutes 00 seconds, an arc distance of 368.16 feet to the point of tangency; THENCE South 80 degrees 25 minutes 32 seconds East, continuing along said south line, a distance of 5.87 feet to a point for corner; THENCE South 36 degrees 18 minutes 55 seconds East, along a 15 -foot corner clip, a distance of 21.55 feet to a point for corner on the proposed west line of Custer Road and being on a circular curve to the left having a radius of 1200.92 feet, whose long chord bears South 3 degrees 47 minutes 53 seconds West, a distance of 152.03 feet; THENCE Southerly, along the west line of proposed Custer Road, 55 feet west of and parallel to the centerline of said road and along said curve, through a central angle of 7 degrees 15 minutes 30 seconds, an arc distance of 152.13 feet to the point of tangency; THENCE South '0 degrees 10 minutes 08 seconds West, continuing along said west and parallel line, a distance of 761.89 feet to the POINT OF BEGINNING AND CONTAINING 16,059 square feet or 0.3687 acres of land more or less. NOTE: Basis of bearing is the City of Plano Control Network. Surface adjustment factor a 1.0001594, Surface State Plane Coordinates. RAUL WOO' -!G. JR. a�5a �Ic,SU�,I Page 2 of 2 RAUL W G, JR. ISTERED BLIC SURVEYOR, T S NO. 2958 JANUARY 16, 1989 October 16, 1990 SLOPE EASEMENT (TRACT II) FIELD NOTES IN THE CUSTER 121, LTD. TRACT BEING a tract of land in the Shadrick Jackson Survey, Abstract No. 489, and being part of a tract of land conveyed to Custer 121, Ltd, as recorded in Volume 2229, Page 20, of the Deed Records of Collin County. Texas (D.R.C.C.T.) and being part of that tract of land described in a deed from Jim Marion, et ux to W. E. Davenport recorded in Volume 676, Page 99, Deed Records of Collin County. Texas and being more particularly described as follows: COMMENCING at the northeast corner of a 40 -foot corner clip on the south line of State Highway 121 (S.11. 121) (120 -foot right-of-way) and being the most northerly northwest corner of said Custer 121 tract; THENCE North 67 degrees 38 minutes 07 seconds East (S.H. 121 - North 66 degrees 26 minutes East) (Custer 121 - North 67 degrees 08 minutes 16 seconds East), along the south line of said S.H. 121 and the north line of said Custer 121 tract. a distance of 56.70 feet to a point for corner on the west line of Custer Road (F.M. 2478) (variable width right-of-way); THENCE South 67 degrees 21 minutes 53 seconds East, departing said north and south line and along the west line of proposed Custer Road and along a 15 - foot corner clip, a distance of 21.21 feet to the POINT OF BEGINNING; THENCE South 22 degrees 21 minutes 53 seconds West. along the west line of proposed Custer Road and being 65 feet west of and parallel to the centerline of proposed Custer Road. a distance of 296.49 feet to the point of curvature of a circular curve to the right having a radius of 1572.02 feet, whose long chord bears South 21 degrees 51 minutes 57 seconds East, a distance of 27.37 feet; THENCE Southerly, along the west line of proposed Custer Road and along said curve, through a central angle of 0 degrees 59 minutes 52 seconds, an arc distance of 27.38 feet to a point for corner; THENCE South 22 degrees 40 minutes 19 seconds East. along the west line of proposed Custer Road, a distance of 145.36 feet to a point for corner on a non -tangent circular curve to the right having a radius of 1582.02 feet. whose long chord bears South 10 degrees 38 minutes 12 seconds East. a distance of 301.03 feet; THENCE Southerly, along the west line of proposed Custer Road and being 55 feet west of and parallel to the centerline of proposed Custer Road and along said curve, through a central angle of 10 degrees 55 minutes 08 seconds. an arc distance of 301.49 feet to a point for corner on the south line of said Custer 121 tract and being on the north line of the Edward C. Esteve (Blackland Property, Inc.) 130.728 -Acre tract recorded in Volume 754. Page 58 D.R.C.C.T.; THENCE South 89 degrees 36 minutes 57 seconds West (Custer 121 Deed - South 89 degrees 07 minutes 05 seconds West) (Esteve Deed - North 89 degrees 18 minutes West), departing said west line and along said south and north line, a distance of 40.14 feet to a point for corner on a circular curve to the left having a radius of 1542.02 feet, whose long chord bears North 6 degrees 02 minutes 44 seconds West. a distance of 40.03 feet; THENCE Northerly, departing said north and south line and along a line 95 feet west of and parallel to the centerline of proposed Custer Road and along said curve, through a central angle of 1 degrees 29 minutes 15 seconds, an arc distance of 40.03 feet to a point for corner; THENCE North 83 degrees 12 minutes 38 seconds East, departing said west line, radially a distance of 30.00 feet to a point for corner on a circular curve to the left having a radius of 1572.02 feet, whose long chord bears North 11 degrees 26 minutes 34 seconds West, a distance of 255.07 feet; Page 1 of 2 1 THENCE Northerly, along a line 10 feet west of and parallel to the proposed west line of Custer Road and along said curve, through a central angle of 9 degrees 18 minutes 25 seconds, an arc distance of 255.35 feet to a point for corner; THENCE North 22 degrees 41 minutes 50 seconds West, continuing along said west line, a distance of 144.45 feet to a point for corner on a non -tangent circular curve to the left having a radius of 1562.02 feet, whose long chord bears North 21 degrees 51 minutes 57 seconds West, a distance of 27.20 feet; THENCE Northerly, continuing along said west line and along said curve. through a central angle of 0 degrees 59 minutes 52 seconds, an arc distance of 27.20 feet to the point of tangency; THENCE North 22 degrees 21 minutes 53 seconds West. continuing along said west line, a distance of 306.49 feet to a point for corner on a 15 -foot corner clip of proposed Custer Road; THENCE South 67 degrees 21 minutes 53 seconds East. departing said west line and along said corner clip, a distance of 14.14 feet to the POINT OF BEGINNING AND CONTAINING 8.984 square feet or 0.2063 acres of land, more or less. NOTE: Basis of bearing is the City of Plano Control Network. Surface adjustment factor = 1.0001594. Surface State Plane Coordinates. •..........n...MM :.• �RAUL WONG, JR. ..............In1..• M.. M. .� l'�'�QISTT?�""J yn SUit Ile_ RAUL W G JR. RE ISTERED P LIC SURVEYOR, T AS NO. 2958 Page 2 of 2 JANUARY 16, 1989 October 16, 1990 SLOPE EASEMENT (TRACT III) FIELD NOTES IN THE CUSTER 121, LTD. TRACT BEING a tract of land in the Shadrick Jackson Survey, Abstract No. 489, and being part of a tract of land conveyed to Custer 121, Ltd. as recorded in Volume 2229, Page 20, of the Deed Records of Collin County, Texas (D.R.C.C.T.) and being part of that tract of land described in a deed from Jim Marion, et ux to W. E. Davenport recorded in Volume 676, Page 99, Deed Records of Collin County, Texas and being more particularly described as follows: COMMENCING at the northeast corner of a 40 -foot corner clip on the south line of State Highway 121 (S.H. 121) (120 -foot right-of-way) and being the most northerly northwest corner of said Custer 121 tract; THENCE North 67 degrees 38 minutes 07 seconds East (S.H. 121 - North 66 degrees 26 minutes East) (Custer 121 - North 67 degrees 08 minutes 16 seconds East), along the south line of S.H. 121 and the north line of said Custer 121 tract, a distance of 226.70 feet to a point for corner on the east line of proposed Custer Road (F.M. 2478) (variable width right-of-way); THENCE South 22 degrees 38 minutes 07 secondsl,Fest, departing said south and north line and along a 15 -foot corner clip, a j8istance of 7.07 feet to the POINT OF BEGINNING; '{ 1� THENCE South 22 degrees 21 minutes 53 seconds East, along a line 10 feet east of and parallel to the proposed east line of Custer Road, a distance of 197.66 feet to a point for corner; THENCE South 67 degrees 38 minutes 07 seconds West, departing said east and parallel line, a distance of 5.00 feet to a point for corner; THENCE South 22 degrees 21 minutes 53 seconds East, along a line 5 feet east of and parallel to the proposed east line of Custer Road, a distance of 108.83 feet to the point of curvature of a circular curve to the right having a radius of 1717.02 feet, whose long chord bears South 21 degrees 51 minutes 57 seconds East, a distance of 29.90 feet; THENCE Southerly, continuing along said east line and along said curve, through a central angle of 0 degrees 59 minutes 52 seconds, an arc distance of 29.90 feet to the point of compound curvature of a circular curve to the right having a radius of 1052.56 feet, whose long chord bears South 13 degrees 41 minutes 04 seconds East, a distance of 281.42 feet; THENCE Southerly, continuing along said east line and along said curve, through a central angle of 15 degrees 21 minutes 54 seconds, an arc distance of 282.27 feet to a point for corner; THENCE South 5 degrees 59 minutes 31 seconds East, continuing along said east line, a distance of 63.15 feet to a point for corner on a non -tangent circular curve to the right having a radius of 1697.02 feet, whose long chord bears South 7 degrees 59 minutes 03 seconds East, a distance of 108.55 feet; THENCE Southerly, continuing along said east line and along a line 60 feet east of and parallel to the centerline of proposed Custer Road and along said curve, through a central angle of 3 degrees 39 minutes 56 seconds, an arc distance of 108.57 feet to a point for corner; THENCE North 83 degrees 50 minutes 55 seconds East, departing said east and parallel line, radially a distance of 15.00 feet to a point for corner on a circular curve to the right having a radius of 1712.02 feet, whose long chord bears South 5 degrees 28 minutes 55 seconds East, a distance of 40.01 feet; THENCE Southerly, along a line 75 feet east of and parallel to the centerline of proposed Custer Road and along said curve, through a central angle of 1 degree 20 minutes 20 seconds, an arc distance of 40.01 feet to a point for corner on the south line of said Custer 121 tract and being on the north line of the Edward C. Esteve (Blackland Property, Inc.) 130.728 -acre tract recorded in Volume 754, Paage 58, D.R.C.C.T.;' THENCE South 89 degrees 36 minutes 57 seconds West (Custer 121 Deed — South 89 degrees 07 minutes 05 seconds West) (Esteve Deed — North 89 degrees 18 minutes West), departing said east line and along said south and north line, a distance of 20.06 feet to a point for corner on a circular curve to the left having a radius of 1692.02 feet, whose long chord bears North 7 degrees 20 minutes 27 seconds West, a distance of 146.19 feet and being on the east line of proposed Custer Road, 55 feet east and parallel to the centerline of proposed Custer Road; THENCE Northerly, along said east and parallel; line and along said curve, through a central angle of 4 degrees 57 minutes 07 seconds, an arc distance of 146.24 feet to a point for corner; THENCE North 6 degrees 00 minutes 07 seconde West, along the east line of proposed Custer Road, a distance of 63.48 feetfto the point of curvature of a circular curve to the left having a radis of 1047.56 feet, whose long chord bears North 13 degrees 41 minutes 04 seconds West, a distance of 280.08 feet; THENCE Northerly, continuing along said east line and along said curve, through a central angle of 15 degrees 21 minutes 54 seconds, an arc distance of 280.93 feet to the point of compound curvature of a circular curve to the left having a radius of 1712.02 feet, whose long chord bears North 21 degrees 51 minutes 57 seconds West, a distance of 29.81 feet; THENCE Northerly, continuing along said east line and along said curve, through a central angle of 0 degrees 59 minutes 52 seconds, an arc distance of 29.81 feet to the point of tangency; THENCE North 22 degrees 21 minutes 53 seconds West, along said east line, 65 feet east of and parallel to the centerline of proposed Custer Road, a distance of 296.49 feet to a point for corner on a 15—foot corner clip; THENCE North 22 degrees 38 minutes 07 seconds East, along the east line of proposed Custer Road and along said corner clip, a distance of 14.14 feet to the POINT OF BEGINNING AND CONTAINING 5,666 square feet or 0.1301 acres of land, more or less. NOTE: Basis of bearing is the City of Plano Control Network. Surface adjustment factor = 1.0001594, Surface State Plane Coordinates. October 16, 1990 Page 2 of 2 y •• •, ,f • .��� :t ........................ RA ONG, JR. PAUL v'J13NNG. 1?• EGISTE PUBLIC SURVEYOR, .�......':tiY,3•...... ;- TEXAS o4% NO. 2958 C'•'L't`1`, JANUARY 16, 1989 October 16, 1990 Page 2 of 2 SLOPE EASEMENT (TRACT 1) FIELD NOTES IN 111E EDWARD C. ESTEVE (BLACKLAND PROPERTIES. INC.) TRACT BEING a tract of land in the Shadrick Jackson Survey. Abstract No. 489. and being part of a 130.728 acre tract of land conveyed to Edward C. Esteve as recorded in Volume 754, Page 58. of the Deed Records of Collin County. Texas (D.R.C.C.T.) and being more particularly described as follows: COMMENCING at the northwest corner of said tract in the center line of West Rowlett Creek and on the west line of said Shadrick Jackson Survey; THENCE North 89 degrees 36 minutes 57 seconds East (Esteve Deed - South 89 degrees 18 minutes East) (Custer 121 Deed - North 89 degrees 07 minutes 05 seconds East), along the north line of said Esteve tract and the south line line of the Custer 121. LTD. tract recorded in Volume 2229. Page 20, D.R.C.C.T., a distance of 370.36 feet to the POINT OF BEGINNING. said point being on a circular curve to the right having a radius of 1582.02 feet and whose long chord bears South 2 degrees 11 minutes 40 seconds East. a distance of 164.64 feet, and being on the proposed west line of Custer Road (F.M. 2478) (110 to 130 -foot right-of-way); THENCE Southerly, along said proposed west line and along said curve. through a central angle of 5 degrees 57 minutes 55 seconds, an arc distance of 164.71 feet to a point for corner; THENCE North 89 degrees 12 minutes 43 seconds West, continuing along said proposed west line and departing said curve, radially a distance of 10.00 feet to a point for corner on a circular curve to the right having a radius of 1572.02 feet and whose long chord bears South 3 degrees 58 minutes 06 seconds West. a distance of 174.42 -feet; THENCE Southerly. continuing along said proposed west line and along said curve, through a central angle of 6 degrees 21 minutes 38 seconds, an arc distance of 174.51 feet to a point for corner on the south line of said Esteve tract and on the north line of the Ben B. West Co -Trustee tract as recorded in Volume 1134, Page 259) D.R.C.C.T. and being in the approximate centerline of West Rowlett Creek; THENCE North 47 degrees 40 minutes 00 seconds West (Esteve Deed - North 49 degrees 33 minutes West) (West Deed - North 48 degrees 06 minutes West), along said common and center line, a distance of 36.89 feet to a point for corner on a circular curve to the left having a radius of 1542.02 feet and whose long chord bears North 0 degrees 31 minutes 43 seconds East, a distance of 313.29 feet; THENCE Northerly, departing said common and center line, along a line 95 feet west of and parallel to the center line of proposed Custer Road and along said curve, through a central angle of 11 degrees 39 minutes 39 seconds, an arc distance of 313.83 feet to a point for corner on the north line of the said Esteve Tract and the south line of the said Custer 121, LTD Tract; THENCE North 89 degrees 36 minutes 57 seconds East, departing said parallel line and along said north and south line, a distance of 40.14 feet to the POINT OF BEGINNING AND CONTAINING 11.439 square feet or 0.2626 acres of land more or less. NOTE: Basis of bearing is the City of Plano Control Network. Surface adjustment factor = 1.0001594. Surface State Plane Coordinates. �6 RAUL WVNJ, JR. ....•.....••••""..""'_"' RAUL WONG, 1R. JEISTERED BLIC SURVEYOR, TERAS 2958 c c NO. 2958 r"`SU«`l� JANUARY 16, 1989 October 16, 1990 SLOVE L'ASEM11,11' (TRAur 1.1) FIELD NOTES IN THE EDWARD C. ESTEVE (BLACKLAND PROPERTIES. INC.) TRACT BEING a tract of land in the Shadrick Jackson Survey, Abstract No. 489, and being part of a 130.728 acre tract of land conveyed to Edward C. Esteve as recorded in Volume 754, Page 58, of the Deed Records of Collin County, Teras (D.R.C.C.T.) and being more particularly described as follows: CONNENCING at the northwest corner of said tract in the centerline of West Rowlett Creek and on the west line of said Shadrick Jackson Survey; THENCE North 89 degrees 36 minutes 57 seconds East (Esteve Deed - South 89 degrees 18 minutes East) (Custer 121 Deed - North 89 degrees 07 minutes 05 seconds East), along the north line of said Esteve tract and the south line line of the Custer 121, LTD. tract recorded in Volume 2229, Page 20, D.R.C.C.T.. passing at a distance of 370.36 feet to the proposed west line of Custer Road (110 -foot and 130 -foot right-of-way) and continuing in all 480.72 feet to the POINT OF BEGINNING on the proposed east line of said Custer Road; THENCE North 89 degrees 36 minutes 57 seconds East, continuing along said north and south line, a distance of 20.06 feet to a point for corner on a circular curve to the right having a radius of 1712.02 feet and whose long chord bears South 4 degrees 18 minutes 38 seconds East. a distance of 30.00 feet; THENCE Southerly, along a line 75 feet east of and parallel to the centerline of proposed Custer Road and along said curve. through a central angle of 1 degrees 00 minutes 15 seconds, an arc distance of 30.00 feet to a point for corner; THENCE South 5 degrees 46 minutes 09 seconds East. departing said curve and said east line, a distance of 240.85 feet to a point for corner on a circular cu ry e to the right having a radius of 1737.02 feet and whose long chord bears South 7 degrees 31 minutes 46 seconds West. a distance of 204.36 feet; THENCE Southerly, along a line 100 feet east of and parallel to the centerline of proposed Custer Road and along said curve, through a central angle of 6 degrees 44 minutes 40 seconds. an arc distance of 204.47 feet to a point for corner on the south line of said Esteve tract and on the north line of the Ben B. West Co -Trustee tract as recorded in Volume 1134, Page 259) D.R.C.C.T. and being in the centerline of West Rowlett Creek; THENCE North 47 degrees 40 minutes 00 seconds West (Esteve Deed - North 49 degrees 33 minutes West) (West Deed - North 48 degrees 06 minutes West), along said common line and centerline, a distance of 41.18 feet to a point for corner on a circular curve to the left having a radius of 1702.02 feet and whose long chord bears North 6 degrees 14 minutes 46 seconds East, a distance of 233.47 feet; THENCE Northerly, departing said common line and centerline, along a line 65 feet east of and parallel to the centerline of proposed Custer Road and along said curve, through a central angle of 7 degrees 51 minutes 56 seconds, an arc distance of 233.65 feet to a point for corner; THENCE North 87 degrees 41 minutes 12 seconds West. departing said curve and east line, radially a distance of 10.00 feet to a point for corner on a circular curve to the left having a radius of 1692.02 feet and whose long chord bears North 1 degrees 16 minutes 33 seconds West. a distance of 211.85 feet; THENCE Northerly, continuing along the proposed east line of Custer Road. 55 feet east of and parallel to the centerline of said Custer Road and along said curve, through a central angle of 7 degrees 10 minutes 42 seconds. an arc distance of 211.99 feet to the POINT OF BEGINNING AND CONTAINING 13.818 square feet or 0.3172 acres of land more or less. NOTE: Basis of bearing is the City of Plano Control Network. Surface adjustment factor = 1.0001594, Surface State Plane Coordinates. • ^ 295Fi ltt_G>j/��SfZ rS� RAUL WO .JR. )EJISTERED PS LIC SURVEYOR, T EX NO. 2958 October 16 1990 TAMIARY 1A 1QRQ 40' DRAINAGE EASEMENT FIELD NOTES FOR THE 159.06 -ACRE EMAJEAN HAGGARD HALL TRACT BEING a tract of land in the Hogan Witt Survey, Abstract No. 996, and being part of a 159.06 -acre tract of land conveyed to Emajean Haggard Hall recorded in Volume 706, Page 67, and Volume 512, Page 593, of the Deed Records of Collin County, Texas (D.R.C.C.T.) and being more particularly described as follows: COMMENCING at the intersection of the north line of said Hall tract and the proposed west line of Custer Road (F.M. 2478) (110 feet wide), whose 90 -foot right-of-way is recorded in Volume 416, Page 259, D.R.C.C.T., said point also being on the south line of the Oscar Malcolm 2.00 -acre tract recorded in Volume 799, Page 469, D.R.C.C.T.; THENCE South 0 degrees 35 minutes 52 seconds East (Custer Road Deed - South 1 degrees 17 minutes East), departing'said north line and along said west line, 55 feet west of and parallel to the centerline of said Custer Road (F.M. 2478), a distance of 645.52 feet to the POINT OF BEGINNING; THENCE South 0 degrees 35 minutes 52 seconds East (Custer Road Deed - South 1 degrees 17 minutes East), along said parallel line, a distance of 46.19 feet to a point for corner; , THENCE North 60 degrees 35 minutes 521seconds West, departing said parallel line, a distance of 125.00 feet to a point for corner; THENCE North 29 degrees 24 minutes 08 seconds East, a distance of 40.00 feet to a point for corner; THENCE South 60 degrees 35 minutes 52 seconds East, a distance of 101.91 feet to the POINT OF BEGINNING AND CONTAINING 4,538 square feet or 0.1042 acres of land, more or less. NOTE: Basis of bearing is the City of Plano Control Network. Surface adjustment factor a 1.0001594, Surface State Plane Coordinates. Or RAULWO , JR. RE ISTERED BLIC SURVEYOR, T S NO. 2958 JANUARY 16, 1989 October 16, 1990 O QE irz a QW J O e e 545607'38%V /4.//'--- i Z EMA JEAN HAGGARD HALL Poovr ClowTRACT It 4o'Ornina3ge Ecsa►rae commmvcavG /59.06 ACRES- (VOI-7.06 , PAGE ­ .6 -t7_') IS,K,o,�rrC%x Esnrt °y ( VOL. 5/2 foa 589�59'OB'W O,O,sz.H,D. R. C.C.T. A- !� 15.00 C .95 52 W J Aol -'T ///S S./2C,0"E4—..,''�F7C.O•�,sROrss/•z03s�oz5PRGW5E0 RDW 333 N O' 00'52'W fEfg R.Giv ,vo7 + tl 5 O DO 52 E Raw. oEacAncw OSCAR MALCOM 2.00 ACRES (VOL. 799, A; 469. D. R. C. C. 89'46'06"E �/O. 00' --T viv aF SLOPE EASEME/v- NO' O'S2"W 1189.66' .� _ `-` Fnd. P.K. Nail NO'35'52'W _/662.34' • ti C US' `—;' R-.- W). _ Dee Ca!/ N/6/7W ^ /662.34 CQ// NO'42'W 0'(Deed TER -- .h��-(_F. M.__24.78)_-------• � O� Dy 1 ` �ti oto . (VOL. 416, PAGE 259) �` 52.Qp�C°y, K� D.R. C.C.T. Exi5t R.O.W. ti Proposed R.O.W. c (� MARY MC DERM07 T COOK �V o � 80. DO ACRES - - SLOPE EASEMe-W- (VOL: Z/98PG. 507 tivc ' EUGENE MCDERMOTT i D.R.C.C.T. DRAINAGE.' EASE'lV1E"7- V (VOL. 614, Pg. 93) IN' THE y D.R. C.C.T. 159,06 ACRE- EMAJEAN HAGGARD HALL M... NOTE: PART OF THE bA5/5 OF BEAR/NG IS THE CITY HOGAN W17-7 SURVEY, ABSTRACT No.996 OF PL ANO CONTROL IVETWORX CITY OF P L ANO SURFACE ADJUSTMENT FACTOR- /.000/594 ALBERT H HALFF ASSOC ., INC. - EN61NEERS SURFACE 57ATE PLANE COORDINATES SCALE:/" --40' PH.(Z/41739-009¢ AV.O. 9309 Auc. 1986 REVI3Eo DEG.m66 35' DRAINAGE EASEMENT FIELD NOTES FOR THE 45.21 -ACRE BEN B. WEST CO -TRUSTEE TRACT BEING a tract of land in the Shadrick Jackson Survey, Abstract No. 489, and being part of a 45.21 -acre tract of land conveyed to Ben B. West Co -Trustee as recorded in Volume 1134, Page 259, of the Deed Records of Collin County, Texas (D.R.C.C.T.) and being more particularly described as follows: COMMENCING at the most westerly northwest corner of said West tract, said point is on the south line of the Rowlett Creek Cemetery tract recorded in Volume 584, Page 392 D.R.C.C.T.; THENCE South 0 degrees 06 minutes 20 seconds East (West Deed - South 0 degrees 26 minutes East) (Hall Deed - South), along the west line of said West tract and the east line of the Emajean Haggard Hall 146.50 -acre tract recorded in Volume 706, Page 67, and Volume 512, Page 595, D.R.C.C.T., a distance of 369.83 feet to a point for corner, said point being on a circular curve to the right having a radius of 1200.92 feet, whose chord bears North 18 degrees 30 minutes 38 seconds East, a distance of 58.23 feet; THENCE Northeasterly, along a line 55 feet west of and parallel to the centerline of proposed Custer Road (F.M. 2478) (110 -foot row) and along said curve, through a central angle of 2 degrees 46 minutes 43 seconds, an arc distance of 58.24 feet to the point of tangency; THENCE South 70 degrees 06 minutes 01 seconds East, a distance of 110.00 feet to a point for corner; THENCE North 19 degrees 53 minutes 59 seconds East, along a line 55 feet east of and parallel to the centerline of said centerline, a distance of 201.87 feet to the POINT OF BEGINNING; THENCE North 19 degrees 53 minutes 59 seconds East, along said parallel line, a distance of 35.19 feet to a point for corner; THENCE South 76 degrees 06 minutes 01 seconds East, a distance of 96.32 feet to a point for corner; THENCE South 13 degrees 53 minutes 59 seconds West, a distance of 35.00 feet to a point for corner; THENCE North 76 degrees 06 minutes 01 seconds West, a distance of 100.00 feet to the POINT OF BEGINNING AND CONTAINING 3,436 square feet or 0 .07 89 acres of land, more or less. NOTE: Basis of bearing is the City of Plano Control Network. Surface adjustment factor a 1.0001594, Surface State Plane Coordinates. OF �r KAUL WONG. M. 'I. ?953 GQ� fC. S �,i `•. r RAUL W N , JR. GISTERED BLIC SURVEYOR T S NO. 2958 JANUARY 16, 1989 October 16, 1990 50' DRAINAGE EASEMENT FIELD NOTES FOR THE 45.21 -ACRE BEN B. WEST CO -TRUSTEE TRACT BEING a tract of land in the Shadrick Jackson Survey, Abstract No. 489, and being part of a 45.21 -acre tract of land conveyed to Ben B. West Co -Trustee as recorded in Volume 1134, Page 259, of the Deed Records of Collin County, Texas (D.R.C.C.T.) and being more particularly described as follows: COMMENCING at the most westerly northwest corner of said West tract, said point is on the south line of the Rowlett Creek Cemetery tract recorded in Volume 584, Page 392 D.R.C.C.T.; THENCE South 0 degrees 06 minutes 20 seconds East (West Deed - South 0 degrees 26 minutes East) (Hall Deed - South), along the west line of said West tract and the east line of the Emajean Haggard Hall 146.50 -acre tract recorded in Volume 706, Page 67, and Volume 512, Page 595, D.R.C.C.T., a distance of 369.83 feet to a point for corner, said point being on a circular curve to the right having a radius of 1200.92 feet, whose chord bears North 18 degrees 30 minutes 38 seconds East, a distance of 58.23 feet; THENCE Northeasterly, along a line 55 feet west of and parallel to the centerline of proposed Custer Road (F.M. 2478) (110 -FOOT right-of-way) and along said curve, through a central angle of 2 degrees 46 minutes 43 seconds, an arc distance of 58.24 feet to the point of tangency; THENCE North 19 degrees 53 minutes 59 seconds East, continuing along said parallel line, a distance of 182.77 feet to the POINT OF BEGINNING; THENCE North 76 degrees 06 minutes 01 seconds West, a distance of 83.60 feet to a point for corner; THENCE North 0 degrees 06 minutes 20 seconds West, a distance of 51.53 feet to a point for corner; THENCE South 76 degrees 06 minutes 01 seconds East, a distance of 101.33 feet to a point for corner; THENCE South 19 degrees 53 minutes 59 seconds West, along a line 55 feet west of and parallel to said centerline, a distance of 50.28 feet to the POINT OF BEGINNING AND CONTAINING 4,623 square feet or 0.1061 acres of land, more or less. NOTE: Basis of bearing is the City of Plano Control Network. Surface adjustment factor - 1.0001594, Surface State Plane Coordinates. J� 41 RAUL W G. JR. R GISTERED P LIC SURVEYOR T S NO. 2958 JANUARY 16, 1989 October 16, 1990 60' DRAINAGE EASEMENT FIELD NOTES FOR THE 45.21 -ACRE BEN B. WEST CO -TRUSTEE TRACT BEING a tract of land in the Shadrick Jackson Survey, Abstract No. 489, and being part of a 45.21 -acre tract of land conveyed to Bed B. West Co -Trustee as recorded in Volume 1134, Page 259, of the Deed Records of Collin County, Texas (D.R.C.C.T.) and being more particularly described as follows: COMMENCING at the most westerly northwest corner of said West tract, said point is on the south line of the Rowlett Creek Cemetery tract recorded in Volume 584, Page 392 D.R.C.C.T.; THENCE South 0 degrees 06 minutes 20 seconds East (West Deed - South 0 degrees 26 minutes East) (Hall Deed - South), along the west line of said West tract and the east line of the Emajean Haggard Hall 146.50 -acre tract recorded in Volume 706, Page 67, and Volume 512, Page 595, D.R.C.C.T., a distance of 734.64 feet to a point for corner; THENCE South 89 degrees 49 minutes 52 seconds East, a distance of 55.00 feet to the POINT OF BEGINNING, said point being on a circular curve to the right having a radius of 1090.92 feet and whose long chord bears North 0 degrees 50 minutes 22 seconds East, a distance of 25.52 feet; THENCE in a northerly direction, along said curve 55 feet east of and parallel to the centerline of proposed Custer Road (F.M. 2478) (110 -foot right-of-way), through a central angle of 1 degrees 20 minutes 26 seconds, an arc distance of 25.52 feet to a point for corner; THENCE South 51 degrees 49 minutes 52 seconds East, departing said line, a distance of 176.50 feet to a point for corner; THENCE South 38 degrees 10 minutes 08 seconds West, a distance of 60.00 feet to a point for corner; THENCE North 51 degrees 49 minutes 52 seconds West, a distance of 130.00 feet to a point for corner; THENCE North 0 degrees 10 minutes 08 seconds East, along a line 55 feet east of and parallel to said centerline, a distance of 50.39 feet to the POINT OF BEGINNING AND CONTAINING 9204 square feet or 0.2113 acres of land, more or less. NOTE: Basis of bearing is the City of Plano Control Network. Surface adjustment factor = 1.0001594, Surface State Plane Coordinates. OF r •, RAUL W N JR. i'� n , '""""'"" i2AUl VYUNG, JR..............,........;.. R ISTERED BLIC SURVEYOR T S NO. 2958 JANUARY 16, 1989 October 16, 1990 SLOPE AND DRAINAGE EASEMENT (TRACT V) FIELD NOTES IN THE BEN B. WEST CO TRUSTEE TRACT BEING a tract of land in the Shadrick Jackson Survey, Abstract Pio. 489, and being part of a 45.21 -acre tract of land conveyed to Ben B. West Co -Trustee as recorded in Volume 1134, Page 259, of the Deed Records of Collin County, Texas (D.R.C.C.T.) and being more particularly described as follows: COMMENCING at the southeast corner of a 10 -foot jog in the east line of proposed Custer Road (F.M. 2478), said point is 211.16 feet along said east line from the north line of said West tract, said point being on a circular curve to the left having a radius of 1702.02 feet, whose long chord bears North 13 degrees 43 minutes 59 seconds East. a distance of 211.02 feet; THENCE Northerly, along the east line of proposed Custer Road and being 65 feet east of and parallel to the centerline of proposed Custer Road and along said curve. through a central angle of 4 degrees 04 minutes 38 seconds. an arc distance of 121.11 feet to the POINT OF BEGINNING; THENCE North 78 degrees 34 minutes 06 seconds East, departing said east and parallel line, a distance of 96.04 feet to a point for corner on the north line of said West Co -Trustee tract and being in the centerline of West Rowlette Creek. said point also being on the south line of the Steve C. Esteve (Blackland Properties. Inc.) tract recorded in Volume 754. Page 58, D.R.C.C.T.; THENCE South 47 degrees 40 minutes 00 seconds East. along the said north, south and center line. a distance of 24.80 feet to a point for corner; THENCE South 78 degrees 34 minutes 06 seconds West. departing said north, south and centerline. a distance of 120.03 feet to a point for corner on a circular curve to the left having a radius of 1702.02 feet and whose long chord bears North 13 degrees 34 minutes 54 seconds East. a distance of 22.07 feet; THENCE Northerly, along the east line of proposed Custer Road and being 65 feet east of and parallel to the centerline of proposed Custer Road and along said curve. through a central angle of 00 degrees 44 minutes 35 seconds. an arc distance of 22.07 feet to the POINT OF BEGINNING AND CONTAINING 2,160 square feet or 0.0496 acres of land more or less. NOTE: Basis of bearing is the City of Plano Control Network. Surface adjustment factor = 1.0001594. Surface State Plane Coordinates. RAUL W IVIG, A. 'RAUL WOJR. G STERED P LIC SURVEYOR TEX S NO. 2958 JANUARY 16, 1989 October 16, 1990 SLOPE AND DRAINAGE EASEMENT (TRACT VI) FIELD NOTES IN THE BEN B. WEST CO -TRUSTEE TRACT BEING a tract of land in the Jesse Gough Survey. Abstract No. 347 and being part of a 45.21 -acre tract of land conveyed to Ben B. West Co -Trustee as recorded in Volume 1134, Page 259, of the Deed Records of Collin County. Texas (D.R.C.C.T.) and being more particularly described as follows: COMMENCING at the northwest corner of a 20 -foot jog in the east line of Custer Road (90 -foot right-of-way) (F.M. 2478). as recorded in Volume 416, Page 259 and on the west line of the said Ben B. West Co -Trustee tract; THENCE North 89 degrees 43 minutes 08 seconds East (Custer Road Deed - North 89 degrees 02 minutes East) (West Deed - North 89 degrees 29 minutes East), along said jog, a distance of 20.00 feet in the northeast corner of said jog; THENCE North 0 degrees 16 minutes 52 seconds West (Custer Road Deed - North 0 degrees 58 minutes West), along the proposed east line of Custer Road. 65 feet east of and parallel to the centerline of proposed Custer Road. a distance of 16.26 feet to the POINT OF BEGINNING; THENCE South 58 degrees 57 minutes 00 seconds East, departing said east and parallel line, a distance of 79.65 feet to a point for corner on the south line of said West Co -Trustee tract and being on the north line of the Warren R. Blackmon 64.06 -Acre Tract recorded in Volume 474. Page 252. D.R.C.C.T.; and being the approximate centerline of Young's Branch; THENCE South 38 degrees 02 minutes 08 seconds West (West Deed - South 40 degrees 04 minutes West) (Blackmon Deed - South 42 degrees 01 minutes West), along said south, north. and center line, a distance of 20.15 feet to a point for corner; THENCE North 58 degrees 57 minutes 00 seconds West, departing said south, north. and center line, a distance of 65.02 feet to a point for corner on the east line of said Custer Road; THENCE North 0 degrees 16 minutes 52 seconds West (Custer Road Deed - North 0 degrees 58 minutes West), along said east line and being 65 feet east of and parallel to the centerline of said Custer Road, a distance of 23.41 feet to the POINT OF BEGINNING AND CONTAINING 1,447 square feet or 0.0332 acres of land more or less. NOTE: Basis of bearing is the City of Plano Control Network. Surface adjustment factor = 1.0001594. Surface State Plane Coordinates. RAUL WO JR. ID EG STERP LIC SURVEYOR T S NO. 2958 JANUARY 16. 1989 October 16, 1990 25 -FOOT DRAINAGE EASEMENT (TRACT VIII) FIELD NOTES IN THE 146.50 -ACRE EHAJEAN HAGGARD HALL TRACT BEING a tract of land in the George White Survey, Abstract No. 992, and being part of a 146.50 -acre tract of land conveyed to Emajean Haggard Hall as recorded in Volume 706, Page 67, and Volume 512, Page 595, of the Deed Records of Collin County, Texas (D.R.C.C.T.) and being more particularly described as follows: COMMENCING at the point on the west line of Custer Road (F.M. 2478) (90 -foot right-of-way) at Station 375+33.64 as recorded in Volume 416. Page 259. D.R.C.C.T., said point is the point of tangency of a circular curve whose centerline delta is 31 degrees 21 minutes and centerline degree of curvature is eight (8) degrees. (Radius = 716.20 feet); THENCE North 89 degrees 48 minutes 08 seconds East, departing said west line, radially a distance of 15.00 feet to a point for corner on a circular curve to the left having a radius of 577.92 feet, whose long chord bears South 1 degree 56 minutes 00 seconds East, a distance of 35.00 feet. said point also being on the west line of proposed Custer Road Extension (60 -foot right-of-way); THENCE Southerly, along said west line of proposed Custer Road Extension and along said curve, through a central angle of 3 degrees 28 minutes 15 seconds. an arc distance of 35.01 feet to the POINT OF BEGINNING, said point being on a circular curve to the left having a radius of 577.92 feet, and whose long chord bears South 4 degrees 54 minutes 30 seconds East, a distance of 25.00 feet; THENCE Southerly, continuing along said west line, and along said curve. through a central angle of 2 degrees 28 minutes 45 seconds. an arc distance of 25.01 feet to a point for corner; THENCE South 83 degrees 51 minutes 08 seconds West, departing said west line, radially a distance of 25.00 feet to a point for corner; THENCE North 4 degrees 54 minutes 29 seconds West. a distance of 26.09 feet to a point for corner; THENCE North 86 degrees 19 minutes 53 seconds East, radially a distance of 25.00 feet to the POINT OF BEGINNING AND CONTAINING 636 square feet or 0.0146 acres of land more or less. NOTE: Basis of bearing is the City of Plano Control Network. Surface adjustment factor = 1.0001594. Surface State Plane Coordinates. RAUL . JR. dRJGISTERED BLIC SURVEYOR T AS NO. 2958 JANUARY 16, 1989 October 16, 1990 0.0377 -ACRE DRAINAGE EASEMENT (TRACT IX) FIELD NOTES IN THE 146.50 -ACRE EMAJEAN HAGGARD HALL TRACT BEING a tract of land in the George White Survey, Abstract No. 992, and being part of a 146.50 -acre tract of land conveyed to Emajean Haggard Hall as recorded in Volume 706, Page 67, and Volume 512, Page 595. of the Deed Records of Collin County, Texas (D.R.C.C.T.) and being more particularly described as follows: BEGINNING at the intersection of the south line of Rowlett Creek Cemetery tract recorded in Volume 584, Page 392, D.R.C.C.T., the most southerly north line of said Hall tract. and the east line of Custer Road (F.M. 2478) (90 - foot right-of-way) as recorded in Volume 416, Page 259. D.R.C.C.T.; THENCE North 89 degrees 38 minutes 13 seconds East, along said north and south line. a distance of 30.31 feet to a point for corner; THENCE South 0 degrees 21 minutes 47 seconds East, departing said north and south line, a distance of 35.00 feet to a point for corner; THENCE South 81 degrees 07 minutes 59 seconds West, radially a distance of 40.98 feet to a point for corner on a circular curve to the right having a radius of 517.92 feet and whose long chord bears North 6 degrees 34 minutes 54 seconds West. a distance of 41.30 feet. said point is on the east line of proposed Custer Road Extension (60 foot right-of-way); THENCE Northerly, along said east line and along said curve, through a central angle of 4 degrees 34 minutes 13 seconds, an arc distance of 41.31 feet to a point for corner in the north line of said Hall tract and the south line of said Cemetery tract; THENCE North 89 degrees 38 minutes 13 seconds East. along said north and south line, a distance of 14.69 feet to the POINT OF BEGINNING AND CONTAINING 1.644 square feet or 0.0377 acres of land more or less. NOTE: Basis of bearing is the City of Plano Control Network. Surface adjustment factor = 1.0001594, Surface State Plane Coordinates. U.. ••• y�. -t . •.� � �"��"'' ...... . . ............. RAUL WF JR. H��..U..I 1.Vr'Pl�;. ii -c ISTERED PIC SURVEYOR TEX NO. 2958 i; r•g ,aC •5 U�•�r�' JANUARY 16. 1989 October 16, 1990 30 -FOOT DRAINAGE EASEMENT FIELD NOTES IN THE EDWARD C. ESTEVE (BLACKLAND PROPERTIES, INC.) TRACT BEING a tract of land in the Shadrick Jackson Survey, Abstract No. 489, and being part of a 130.728 acre tract of land conveyed to Edward C. Esteve as recorded in Volume 754, Page 58, of the Deed Records of Collin County, Te=as (D.R.C.C.T.) and being more particularly described as follows: COMMENCING at the northwest corner of said tract in the centerline of West Rowlett Creek and on the west line of said Shadrick Jackson Survey; THENCE North 89 degrees 36 minutes 57 seconds East (Esteve Deed - South 89 degrees 18 minutes East) (Custer 121 Deed - North 89 degrees 07 minutes 05 seconds East), along the north line of said Esteve tract and the south line line of the Custer 121, LTD. tract recorded in Volume 2229. Page 20, D.R.C.C.T.. passing at a distance of 370.36 feet the proposed west line of Custer Road (110 -foot and 130 -foot right-of-way), passing at 480.72 feet the proposed east line of Custer Road, in all a distance of 500.78 feet to the POINT OF BEGINNING; THENCE North 89 degrees 36 minutes 57 seconds East, continuing along said north and south line. a distance of 30.09 feet to a point for corner on a circular curve to the right having a radius of 1742.02 feet and whose long chord bears South 4 degrees 16 minutes 51 seconds East, a distance of 27.69 feet; THENCE Southerly. departing said north and south line. -along a line 105 feet east of and parallel to the centerline of proposed Custer Road and along said curve, through a central angle of 0 degrees 54 minutes 39 seconds. an are distance of 27.69 feet to a point for corner; THENCE South 5 degrees 46 minutes 09 seconds East, departing said curve and parallel line, a distance of 242.94 feet to a point for corner on a circular curve to the right having a radius of 1767.02 feet and whose long chord bears South 7 degrees 47 minutes 00 seconds West, a distance of 228.74 feet; THENCE Southerly, along a line 130 feet east of and parallel to the centerline of said Custer Road and along said curve, through a central angle of 7 degrees 25 minutes 19 seconds, an arc distance of 228.90 feet to a point for corner on the south line of said Esteve tract and on the north line of the Ben B. West Co -Trustee tract as recorded in Volume 1134, Page 259) D.R.C.C.T. and being in the centerline of West Rowlett Creek; THENCE North 47 degrees 40 minutes 00 seconds West (Esteve Deed - North 49 degrees 33 minutes West) (West Deed - North 48 degrees 06 minutes West), along said common line and centerline, a distance of 35.05 feet to a point for corner on a circular curve to the left having a radius of 1737.02 feet and whose long chord bears North 7 degrees 31 minutes 46 seconds East, a distance of 204.36 feet; THENCE Northerly, departing said common line and centerline. along a line 100 feet east of and parallel to the centerline of proposed Custer Road and along said curve. through a central angle of 6 degrees 44 minutes 40 seconds. an arc distance of 204.47 feet to a point for corner; THENCE North 5 degrees 46 minutes 09 seconds West, departing said curve and east line. a distance of 240.85 feet to a point for corner on a circular curve to the left having a radius of 1712.02 feet and whose long chord bears North 4 degrees 18 minutes 38 seconds West. a distance of 30.00 feet; THENCE Northerly, along a line 75 feet east of and parallel to the -- centerline of proposed Custer Road and along said curve, through a central angle of 1 degrees 00 minutes 15 seconds, an are distance of 30.00 feet to the POINT OF BEGINNING AND CONTAINING 14.623 square feet or 0.3357 acres of land more or less. NOTE: Basis of bearing is the City adjustment factor = 1.0001594. of Plano Control Network. Surface Surface State Plane Coordinates. / JR... __ IC SURVEYOR, October 16, 1990 .TANIIAP.Y 16. 1QRQ i i 15 -FOOT DRAINAGE EASEMENT FIELD NOTES FOR THE 130.728 -ACRE EDWARD C. ESTEVE (BLACRLAND PROPERTIES, INC.) TRACT BEING a tract of land in the Shadrick Jackson Survey, Abstract No. 489, and being part of a 130.728 -acre tract of land conveyed to Edward C. Esteve as recorded in Volume 754, Page 58, of the Deed Records of Collin County, Texas (D.R.C.C.T.) and being more particularly described as follows: COMMENCING at the northwest corner of said tract in the centerline of West Rowlett Creek and on the west line of said Shadrick Jackson Survey; a ' THENCE North 89 degrees 36 minutes 57 seconds East (Esteve Deed - South 89 degrees 18 minutes East) (Custer 121 Deed - North 89 degrees 07 minutes 05 seconds East), along the north line of said Esteve tract and the south line line of the Custer 121, LTD. tract recorded in Volume 2229, Page 20, D.R.C.C.T., passing at a distance of 370.36 feet the proposed west line of Custer Road (110 -foot and 130 -foot right-of-way), passing at 480.72 feet the proposed east line of Custer Road, in all a distance of 500.78 feet to a point for corner, said point being on a circular curve to the right having a radius of 1712.02 feet, whose chord bears South 4 degrees 18 minutes 38 seconds East, a distance of 30.00 feet; THENCE Southerly, along said curve, through a central angle of 1 degrees 00 minutes 15 seconds, an arc distance of 30.00 feet to a point for corner; THENCE South 5 degrees 46 minutes 09 seconds East, a distance of 52.36 feet to the POINT OF BEGINNING; THENCE South 5 degrees 46 minutes 09 seconds East, a distance of 18.11 feet to a point for corner; THENCE North 61 degrees 40 minutes 25 seconds West, a distance of 27.55 feet to a point for corner, said point being on a circular curve to the left having a radius of 1692.02 feet, whose chord bears North 2 degrees 12 minutes 52 seconds West, a distance of 17.42 feet; THENCE Northerly, along said curve, through a central angle of 0 degrees 35 minutes 23 seconds, an arc distance of 17.42 feet to a point for corner; THENCE South 61 degrees 40 minutes 25 seconds East, a distance of 26.25 feet to the POINT OF BEGINNING AND CONTAINING 403 square feet or 0.0093 acres of land, more or less. NOTE: Basis of bearing is the City of Plano Control Network. Surface adjustment factor a 1.0001594, Surface State Plane Coordinates. RAUL G, JR. EGISTERE PUBLIC SURVEYOR EXAS NO. 2958 October 16, 1990 JANUARY 16, 1989