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SD2882AXI-Sli-LIO x1lida(I 00 "9 00 "9h ab pcc \ a La (p 9669TO08-00 WnN/OOQ 0162:6 411 NOTES 0002 co J.VW U0 1. Bearing are referenced to Cypress Point Estates Phase VI. Xi 'AlNnoo iqoi.iq3a 2, All lot lines are radial or perpendicular to the :UT paaaa8 4,01 PaTTJ N\,j street unless otherwise noted by bearing. POINT OF BEGINNING z 10'PEOESTR" ACCESS R�O.W, 3,1/2" iron rods with "CORWIN ENGR. INC." caps set at all S880 3512VE boundary corners, block corners, points of curvature, 10, U -101 6001, -77- 1,303.501 WD.E. 134,94, 74.07- 60.2i, �I U.E. --7-60 -01 -6 1 Z7, ' -1� x points of tangency, and angle points in public right-of-way 73-0 60.01, 60.01* 66-56, 74,56' unless otherwise noted. 134,79" JRF ACCESS E 3 R *5 C W 4 Olt 66 OL 34 767 1 5 2 4 2 34 0. 33 C', 4, B.L. - Building Line. 32 7 26 31 2 25 29 � 1 18 U.E. - Utility Easements. 30 28 24 19 �2 1� 23 20 17 22 21 C.M. - Controlling Monument. CA 5.33' D. E. - Drainage Easement. --wE,5 -05- L 14 \ML 0 12- - -82, 775 A23 N.M.E. - WallMaintenance Easement. 35 7, Y IV t4- -46.71 17 S-I D-, - q 7.5� LJ.E. --218�45 7 48.B5'- 41 ql�c MORNING' , GLOR DR CIO Street Name Change, 71.66' 1VVV S89" in 83,4 n 1 16 S89- 4 �W C2 _r7i33 P2,- 7� �qv C4 of 100.86'-6415 1 25- 25' 25.22) 1- 1 1 1 L I I -4o,62-59, 63,16'- 61 ---1 75�, - - - I I '/.-I UY71 *1- 1 --`4" 1-- 1 1 -25-WK 633u-- 50,11 IT54 IQ 36 :j 20 21 1� 1 tS 22 14 15 1 ` 23 j 7jj 16 '11 �0 is I B! E� 10, LIZ 24 25 4 26 17 114 e7o ot JI C IQ, uz -.-,I 4 -2"6 C6, 10, 1 -7.63,68. _-B�O U, E, 111.10, bll�j �61 0 �9 -7-'-- j 5,2 ni Z-Z-U I To ux"8.45'63,84-- - 37 & D.E.{ lot U'S N89- 41,'48"E 5 in �00 6 1 0 8 1 13 9 5. & D.E. 64 06, 46 911-15-35 b 12 5 To 13 3; 6 3 1 z 4 --4 1-- 1 u.E, I I L 4 1- 20.08 '-7 38 r� '1 15 4 1 64.08- 3.99'- -58 72- 25. m28 27 01 10, U1.3 -64.00' -�7 7j 2 Le L L 21 64100- --56.07- 9'42'02"E 26' 25' it3.9T 1 M01 10 1 120.00' I O?,i 14 13 LINE TABLE CA 12 j=-1w1un - DRIVE C3 SSQ- 41'38"E - - - - - - - - - - - - IT W a r - - LINE NO. BEARING DISTANCE `14 > 22,871 'girl" C2 -63 76�- - -3:63 62-,, 17 �388,-Z- C4 ELI 7 �0 7.5,U 44-77' > I 29 �543 - - - - - - i2-357 1d,114- 39 - EE j 7,5, U,E, - DLL'00017'58" E 10.00 -i5�6r � - - - - -j 4-- (6 1 2. N 45001'02" E 7.04 Ott IrI ::t OD I z mtci i 16 *- V 11� `,1 22 23 -1 2 24 1,,, I 1 6 C! 3. S 63*35'38" IN 14-04' 17 21 I= >- - 18 I� t-- 2.5 z 0 `z I �q 20 -.j I-- lo, D.E. 29 B? 30 4. S 63034110" E 13.85 t > 1 19 26 27 -1 �R 28 S LO @ 10, U.B, 15, 0 - ,I < -j - To 5. N 63*37156" E 14.00' P 40 3.79' 63.62' 1 1 6 J-5. 01 3.86� 5162, I�I , 1 1 a: I Z -21021 T C3 64.10, 8 LLI Cl, �L-4 63.70�� 6 1 1 -,,,j L-10, U.S. b2,27' Il- 63 93' & D.E. 1 63.64' 1 ULI C2 1 1 T- 00 C4 LLJ Is- to- LLE, 1 1 1 -.4 .6-5, 1 rnN I 1 10, ILE, Z) 5 r� 1 1 4 9 00 lj 1 �, D.E. t D.E.I (0 1 14 5'" 1 8 7 1 _j M CURVE TABLE 2 13 1 10 1, 12 Iuj 3 0 41 14 4 1 6 IR zo T W -1 1 0 25's L L 1 1 21 1 Z t T7 73' 1,- t 7 51 U.E� t I I 1 1 25, 131.-4 8 CURVE NO. DELTA 51.42, 75, t -63 62- 1 1 1 - ' -4 117.51 0 �27 ffB�� L� r- I - I 44.36 I 75'UF_l 12�98' 1-63 g3- 53.96- V) - �41 WS 1!�L7� SUNFLOWER DRIVE tiLL8� ttMY-1 09020'36 11 I I 'it C3 S89* 41*38"E C, C2 7 \ok 2. 19038137" 42 NL 46,22'- C4 0 20004' 16 U. �,N ;�i 3. 20.53' D,- w 0 6 6" 70' 13 74' B2 r17"r I U 0 1) E 12 -5-3--OJ6 - -6397- r 6,3.75'- - - - - - - -7 -6403 G. 4. 18025'34" 73H al`7�4 I - - - - - - - - - - - - - - - E ff.L 5. 08*39' 19" 6 ?6� 6. 165001157" 24 ,6 23 -4 16 17 I� 1 21 22 25 =M - to . 29 S2 30 7. 04045'26" ji - 16 27 -jim - - - - - I to 8. - 19 20 C6 �2 28 43 1, 10, uz E� 26 6 8. 05019' 34" .it --4 I--jo, I 1 ;11 17.95 64 6411' 1 63.82' 63.B,5, 5,-" t-- - 114 9. 13039'57" Lj L 15.g4'48 62t C,3 T�- S ?I: I 1i 1 63 76� 64 02' .29' -7 53 61, lo,61 1 64�04' 1 0. 06*24' 19" - - - - - - - I C 29 31, ��5 T� --- o� - 1 64 14, 63.6,3, 0- -- IlOt ILLE) 1 1 114,6 & D�E.I I I C4 U.E. I 1 164019' 03 T 4 12-P� I I IO'E E.E. I! I I I 1 -14 :3 rt`�- 1 1 & D.E. ' -+� & D.E.1 8 1 4 12. 149025120" 2 14 1 5* 1 1 �4 9 1 1 1 44 13-11 `1 0 0 12 E" 10 1 1 6"6 4 5 'S�jBL SS9- 43'4 4 -;. . �4 4 -4 • 125'BUILDINGI 6wom - - - - F [ -SETBACK - T I FE2NT YARD TYPICAL DRAINAGE EASEMENT DETAIL BLOCK C LOTSI-15 BLOCK D LOTS 1-13 BLOCK E, LOTS 1-8, 14-19 N.T.S. RADIUS LENGTH TANGENT 600.00, 97.84' 49.03' 600.00, 205.71' 103.87' 800.00, 280.251 141.571 600.00` 192.96' 97.32' 600.00' 90.641 45.41' 50.00, 170.14' ---- 1 600.00' 49.82' 24.92' 600.00, 55.77' 27.91' 800.00, 190.81, 95.86' 800.00, 89.44' 44.76' 50.00' 170.77' ---- 50. 00' 183.76' ---- --4 63.831, 1-63.93, L --,-4 FINAL PLAT S --- - - - 152 4� COPPER LE, F D 152.40- E OF N CS 77,11' A z� 14 45 C4 1-70.33- S1, oil uJ b CYPRESS POO I NT E S T AT E S ��t �UP �,i 14,49 U. 75,05� - - 5 5, j�, 2 V Zo 251 25,8 -j 1 'N39-42'02*B V 120,00' z 2 60 SECTION 11 ry 48 49 51 6 �2 , f n 47 1 , 52 7 , 3' , 46 0 50 3 4 5 OUT OF THE I to, W.M.E. lot W.M,E. V V, . & U.E. L�101 U E. 1 0 10, W.M.E. @ - - I - -�E�O - - - - - - - - - - - 0,4.88' I.LE. 45 46' S.L�, WMIS 25' 25' A.H. SERREN SURVEY, ABSTRACT NO. 1198 26.66'R.O.W. DEDICATION 7 6=74 0 607,93' sso.saIN THE N890 59'57"W 1303.51' CITY OF CORINTH LAKE SHARON DRIVE (VARIABLE R.0,W.) DENTON COUNTY, TEXAS ------- -------- ------- - ------ ------- OWNER r CYPRESS POINT PROPERTY, LTD. 1401 BURNHAM DRIVE ///w -Ig PLANO, TEXAS 75093 _j 5 V 5� 1'ab- z b F ?�-IOI5457 PREPARED BY 0 CORWIN ENGINEERING, INC. Cr qo\-' Onn W P171 "nMT Q1117'r C' W,M,E. V, U.E, 7 3 WAIZ & EASEMENT DETAIL EASEMENT DETAIL EASEMENT DETAIL LOT 52 BLOCK A LOT 1 BLOCK 8 LOT 7 BLOCK 8 SCALE V - KV SCALE V It 100' SCALE It' - 100' 505-/ C�O� ALLEN, TEXAS 75013 FOUND IN: VOL. TOTAL LOTS 147 MAY 1999 SCALE: V-100' TOTAL ACRES 35.016 PAGE SHEET 1 OF-2- LEGAL DESCRIPTION (Cypress Point Section 11) "Recommended For Approval WHEREAS, CYPRESS POINT PROPERTY, LTD., is the owner of a tract of land situated in the A.H. Serren Survey, Abstract No.1198 in the City of Corinth, Denton County, Texas, being all of that ze/Aev 7-060 11.566 care tract as recorded in Clerks File No.99-R0004485, in the Deed Records of Denton *6hrman, Plarning and Zoning Commission Date County, Texas and all of that 23.350 acre tract as described in Clerks File No. 99-R0004488 in said Cityof Corinth, Texas Deed Records and being more particularly described as follows BEGINNING, at a 1/2 inch iron rod found at the northeast corner of the 11.566 acre tract; THENCE, South 00'17'58" East, along the east line of the 11.566 acre tract, for a distance of 1154.37 feet to a 1/2 inch iron rod set in the north line of Cypress Point Estates Phase VI, an addition to the City of Corinth, Texas, as described in Cabinet 0, Page 136-137, in the Plot Records of Denton County, Texas; THENCE, North 89' 59'57" West, along the north line of said Phase VI, for a distance of 1303,51 fee t to a I/;2 inch iron rod set; THENCE, North 00' 1618" West, departing said north line and with the west line of said 23.350 core tract, for a distance of 1186.45 feet to a 1/2 inch iron rod set at the northwest corner of the 23.350 acre tract; THENCE, South 88' 35'21" East, with the north line of the 23,350 acre tract, at 867.76 feet passing the northeast corner of the 23.350 acre tract, and continuing with the north line of 11.566 acre tract for a total distance of 1303.50 feet to the POINT OF BEGINNING and containing 35,016 aces of land. SAVE AND EXCEPT THE FOLLOWING DESCRIBED TRACT. COMMENCING at a V2 inch iron rod found at the northeast corner of said 34.916 acre tract; THENCE, South 00* 17'85" West, with the east line of said 11.266 acre tract for a distance of 396.49 feet; THENCE, S 89- 42'02" West, departing said east line for a distance of 838,14 feet to the POINT OF BEGINNING of the herein described SAVE AND EXCEPT TRACT; THENCE, South 89' 44'48" West, for a distance of 100.00 feet to a 1/2 inch iron rod set; THENCE, North 00* 1512" West, for a distance of 101.68 feet to a 1/2 inch iron rod set; THENCE, North 89* 44'48" East, for a distance of 100,00 feet to a 1/2 inch iron rod set; THENCE, South 00' 15'12" East, for a distance of 100.00 feet to the POINT OF BEGINNING and containing 10000 square feet of land. SURVEYOR'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS that 1, WARREN L. CORWIN, do hereby certify that 1prepared this Final Plat one the field notes from an actual and accurate survey of the land, that the corner monuments shown thereon were properly placed under my personal supervision in accordance with the subdivison Regulations of the City of Corinth, Texas. WARREN L. CORWIN R.P.L.S. No. 4621 THE STATE OF TEXAS COUNTY OF COLLIN Before me, the undersigned, a Notary Public in and for the State of Texas, on this day personally appeared WARREN L. CORWIN, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed same for the purpose and consideration therein expressed. Given under my hand and seal of office, this .25q.day afy, 2000. PATRICKJ BALDASARO TRICK J BALDASARO M My COMSSION EXPIRES COMMISSION EXPIRES DECEMBER 8,2001 C M a. 001 0 C7 tj w t=Iro 0 ro 0 0 r-�Mln 0 0 0 0 0 mz=N- fix W-:3 -i -i z 7to 6-0 =1< 5:: M 1< Ct 300 5-4c.'s -I 0 W 0 0z--im rr" 0 ;1� ra r- ri co a, P 0. - -L, wm)mnoa z Approved and Accepted Mayor, City of Cc �Texas �7— Date The undersigned, the City Secretary of the City of Corinth, Texas, hereby certifies that the foregoing final plot of the CYPRESS POINT ESTAT SECTIOUN11,11, Subdivq;ion or Addition to the City of Corinth was submitted to the City Council on the,:5'07k day of iZ.? nd the Council, by formal action, then and there accepted the dedication of streets, alleys, r W easernef ts, public places, and water and sewer lines, as shown and set forth in and upon said plot, and said Council further authorized the Mayor to note the acceptance thereof by signing his/her name as hereinabove subscribed. ,0 f ", of C Witness my hand this cly 2000. . . . ........ (j• City Secretary City of Corinth, Texas" % TEXAS IIIIIIIIIIII101" NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS THAT, CYPRESS POINT PROPERTY, LTD., does hereby adopt this final plot designating the hereinabove described property as CYPRESS POINT ESTATES SECTION 11, an addition to the City of Corinth, Denton County, Texas and does hereby dedicate to the public use forever the right-of-way's and easements theron. Executed this the _�,- 'Z L, ��=doy of_AJ;,,n. 2000. VICE PRESIDENT - INTERMANDECO, INC. GENERAL MANAGING PARTNER - CYPRESS POINT PROPERTY, LTD THE STATE OF TEXAS COUNTY OF COLLIN BEFORE ME, the undersigned, a Notary Public in and for the State of Texas, on this day personally appeared ISSAM KARANOUH, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the some in the capacity therein stated and for the purposes and considerations therein expressed. WITNESS MY HAND AND SEAL OF OFFICE, this the 4OF 0 day of -"64�2060. FINAL. PLAT 0 P'7 7 N TARY PUBLIC, STATE OF TEXAS In Orr MNELDA L. MCCROSKEY Notary Public, State of Texas MY Commission Expires 06-03-2003 OF CYPRESS PUOINT ESTATES SECTIONN 11 OUT OF THE A.H. SERREN SURVEY, ABSTRACT NO. 1198 IN THE CITY OF CORINTH DENTON COUNTY, TEXAS OWNER CYPRESS POINT PROPERTY, LTD. 1401 BURNHAM DRIVE PLANO, TEXAS 75093 PREPARED BY CORWIN ENGINEERING, INC. 200 W. BELMONT, SUITE E ALLEN, TEXAS 75013 MAY 1999 S-HEET2 OF 2 XI-Sli-LIO x1lida(I 00 "9 00 "9h ab pcc \ a La (p 9669TO08-00 WnN/OOQ 0162:6 411 NOTES 0002 co J.VW U0 1. Bearing are referenced to Cypress Point Estates Phase VI. Xi 'AlNnoo iqoi.iq3a 2, All lot lines are radial or perpendicular to the :UT paaaa8 4,01 PaTTJ N\,j street unless otherwise noted by bearing. POINT OF BEGINNING z 10'PEOESTR" ACCESS R�O.W, 3,1/2" iron rods with "CORWIN ENGR. INC." caps set at all S880 3512VE boundary corners, block corners, points of curvature, 10, U -101 6001, -77- 1,303.501 WD.E. 134,94, 74.07- 60.2i, �I U.E. --7-60 -01 -6 1 Z7, ' -1� x points of tangency, and angle points in public right-of-way 73-0 60.01, 60.01* 66-56, 74,56' unless otherwise noted. 134,79" JRF ACCESS E 3 R *5 C W 4 Olt 66 OL 34 767 1 5 2 4 2 34 0. 33 C', 4, B.L. - Building Line. 32 7 26 31 2 25 29 � 1 18 U.E. - Utility Easements. 30 28 24 19 �2 1� 23 20 17 22 21 C.M. - Controlling Monument. CA 5.33' D. E. - Drainage Easement. --wE,5 -05- L 14 \ML 0 12- - -82, 775 A23 N.M.E. - WallMaintenance Easement. 35 7, Y IV t4- -46.71 17 S-I D-, - q 7.5� LJ.E. --218�45 7 48.B5'- 41 ql�c MORNING' , GLOR DR CIO Street Name Change, 71.66' 1VVV S89" in 83,4 n 1 16 S89- 4 �W C2 _r7i33 P2,- 7� �qv C4 of 100.86'-6415 1 25- 25' 25.22) 1- 1 1 1 L I I -4o,62-59, 63,16'- 61 ---1 75�, - - - I I '/.-I UY71 *1- 1 --`4" 1-- 1 1 -25-WK 633u-- 50,11 IT54 IQ 36 :j 20 21 1� 1 tS 22 14 15 1 ` 23 j 7jj 16 '11 �0 is I B! E� 10, LIZ 24 25 4 26 17 114 e7o ot JI C IQ, uz -.-,I 4 -2"6 C6, 10, 1 -7.63,68. _-B�O U, E, 111.10, bll�j �61 0 �9 -7-'-- j 5,2 ni Z-Z-U I To ux"8.45'63,84-- - 37 & D.E.{ lot U'S N89- 41,'48"E 5 in �00 6 1 0 8 1 13 9 5. & D.E. 64 06, 46 911-15-35 b 12 5 To 13 3; 6 3 1 z 4 --4 1-- 1 u.E, I I L 4 1- 20.08 '-7 38 r� '1 15 4 1 64.08- 3.99'- -58 72- 25. m28 27 01 10, U1.3 -64.00' -�7 7j 2 Le L L 21 64100- --56.07- 9'42'02"E 26' 25' it3.9T 1 M01 10 1 120.00' I O?,i 14 13 LINE TABLE CA 12 j=-1w1un - DRIVE C3 SSQ- 41'38"E - - - - - - - - - - - - IT W a r - - LINE NO. BEARING DISTANCE `14 > 22,871 'girl" C2 -63 76�- - -3:63 62-,, 17 �388,-Z- C4 ELI 7 �0 7.5,U 44-77' > I 29 �543 - - - - - - i2-357 1d,114- 39 - EE j 7,5, U,E, - DLL'00017'58" E 10.00 -i5�6r � - - - - -j 4-- (6 1 2. N 45001'02" E 7.04 Ott IrI ::t OD I z mtci i 16 *- V 11� `,1 22 23 -1 2 24 1,,, I 1 6 C! 3. S 63*35'38" IN 14-04' 17 21 I= >- - 18 I� t-- 2.5 z 0 `z I �q 20 -.j I-- lo, D.E. 29 B? 30 4. S 63034110" E 13.85 t > 1 19 26 27 -1 �R 28 S LO @ 10, U.B, 15, 0 - ,I < -j - To 5. N 63*37156" E 14.00' P 40 3.79' 63.62' 1 1 6 J-5. 01 3.86� 5162, I�I , 1 1 a: I Z -21021 T C3 64.10, 8 LLI Cl, �L-4 63.70�� 6 1 1 -,,,j L-10, U.S. b2,27' Il- 63 93' & D.E. 1 63.64' 1 ULI C2 1 1 T- 00 C4 LLJ Is- to- LLE, 1 1 1 -.4 .6-5, 1 rnN I 1 10, ILE, Z) 5 r� 1 1 4 9 00 lj 1 �, D.E. t D.E.I (0 1 14 5'" 1 8 7 1 _j M CURVE TABLE 2 13 1 10 1, 12 Iuj 3 0 41 14 4 1 6 IR zo T W -1 1 0 25's L L 1 1 21 1 Z t T7 73' 1,- t 7 51 U.E� t I I 1 1 25, 131.-4 8 CURVE NO. DELTA 51.42, 75, t -63 62- 1 1 1 - ' -4 117.51 0 �27 ffB�� L� r- I - I 44.36 I 75'UF_l 12�98' 1-63 g3- 53.96- V) - �41 WS 1!�L7� SUNFLOWER DRIVE tiLL8� ttMY-1 09020'36 11 I I 'it C3 S89* 41*38"E C, C2 7 \ok 2. 19038137" 42 NL 46,22'- C4 0 20004' 16 U. �,N ;�i 3. 20.53' D,- w 0 6 6" 70' 13 74' B2 r17"r I U 0 1) E 12 -5-3--OJ6 - -6397- r 6,3.75'- - - - - - - -7 -6403 G. 4. 18025'34" 73H al`7�4 I - - - - - - - - - - - - - - - E ff.L 5. 08*39' 19" 6 ?6� 6. 165001157" 24 ,6 23 -4 16 17 I� 1 21 22 25 =M - to . 29 S2 30 7. 04045'26" ji - 16 27 -jim - - - - - I to 8. - 19 20 C6 �2 28 43 1, 10, uz E� 26 6 8. 05019' 34" .it --4 I--jo, I 1 ;11 17.95 64 6411' 1 63.82' 63.B,5, 5,-" t-- - 114 9. 13039'57" Lj L 15.g4'48 62t C,3 T�- S ?I: I 1i 1 63 76� 64 02' .29' -7 53 61, lo,61 1 64�04' 1 0. 06*24' 19" - - - - - - - I C 29 31, ��5 T� --- o� - 1 64 14, 63.6,3, 0- -- IlOt ILLE) 1 1 114,6 & D�E.I I I C4 U.E. I 1 164019' 03 T 4 12-P� I I IO'E E.E. I! I I I 1 -14 :3 rt`�- 1 1 & D.E. ' -+� & D.E.1 8 1 4 12. 149025120" 2 14 1 5* 1 1 �4 9 1 1 1 44 13-11 `1 0 0 12 E" 10 1 1 6"6 4 5 'S�jBL SS9- 43'4 4 -;. . �4 4 -4 • 125'BUILDINGI 6wom - - - - F [ -SETBACK - T I FE2NT YARD TYPICAL DRAINAGE EASEMENT DETAIL BLOCK C LOTSI-15 BLOCK D LOTS 1-13 BLOCK E, LOTS 1-8, 14-19 N.T.S. RADIUS LENGTH TANGENT 600.00, 97.84' 49.03' 600.00, 205.71' 103.87' 800.00, 280.251 141.571 600.00` 192.96' 97.32' 600.00' 90.641 45.41' 50.00, 170.14' ---- 1 600.00' 49.82' 24.92' 600.00, 55.77' 27.91' 800.00, 190.81, 95.86' 800.00, 89.44' 44.76' 50.00' 170.77' ---- 50. 00' 183.76' ---- --4 63.831, 1-63.93, L --,-4 FINAL PLAT S --- - - - 152 4� COPPER LE, F D 152.40- E OF N CS 77,11' A z� 14 45 C4 1-70.33- S1, oil uJ b CYPRESS POO I NT E S T AT E S ��t �UP �,i 14,49 U. 75,05� - - 5 5, j�, 2 V Zo 251 25,8 -j 1 'N39-42'02*B V 120,00' z 2 60 SECTION 11 ry 48 49 51 6 �2 , f n 47 1 , 52 7 , 3' , 46 0 50 3 4 5 OUT OF THE I to, W.M.E. lot W.M,E. V V, . & U.E. L�101 U E. 1 0 10, W.M.E. @ - - I - -�E�O - - - - - - - - - - - 0,4.88' I.LE. 45 46' S.L�, WMIS 25' 25' A.H. SERREN SURVEY, ABSTRACT NO. 1198 26.66'R.O.W. DEDICATION 7 6=74 0 607,93' sso.saIN THE N890 59'57"W 1303.51' CITY OF CORINTH LAKE SHARON DRIVE (VARIABLE R.0,W.) DENTON COUNTY, TEXAS ------- -------- ------- - ------ ------- OWNER r CYPRESS POINT PROPERTY, LTD. 1401 BURNHAM DRIVE ///w -Ig PLANO, TEXAS 75093 _j 5 V 5� 1'ab- z b F ?�-IOI5457 PREPARED BY 0 CORWIN ENGINEERING, INC. Cr qo\-' Onn W P171 "nMT Q1117'r C' W,M,E. V, U.E, 7 3 WAIZ & EASEMENT DETAIL EASEMENT DETAIL EASEMENT DETAIL LOT 52 BLOCK A LOT 1 BLOCK 8 LOT 7 BLOCK 8 SCALE V - KV SCALE V It 100' SCALE It' - 100' 505-/ C�O� ALLEN, TEXAS 75013 FOUND IN: VOL. TOTAL LOTS 147 MAY 1999 SCALE: V-100' TOTAL ACRES 35.016 PAGE SHEET 1 OF-2- LEGAL DESCRIPTION (Cypress Point Section 11) "Recommended For Approval WHEREAS, CYPRESS POINT PROPERTY, LTD., is the owner of a tract of land situated in the A.H. Serren Survey, Abstract No.1198 in the City of Corinth, Denton County, Texas, being all of that ze/Aev 7-060 11.566 care tract as recorded in Clerks File No.99-R0004485, in the Deed Records of Denton *6hrman, Plarning and Zoning Commission Date County, Texas and all of that 23.350 acre tract as described in Clerks File No. 99-R0004488 in said Cityof Corinth, Texas Deed Records and being more particularly described as follows BEGINNING, at a 1/2 inch iron rod found at the northeast corner of the 11.566 acre tract; THENCE, South 00'17'58" East, along the east line of the 11.566 acre tract, for a distance of 1154.37 feet to a 1/2 inch iron rod set in the north line of Cypress Point Estates Phase VI, an addition to the City of Corinth, Texas, as described in Cabinet 0, Page 136-137, in the Plot Records of Denton County, Texas; THENCE, North 89' 59'57" West, along the north line of said Phase VI, for a distance of 1303,51 fee t to a I/;2 inch iron rod set; THENCE, North 00' 1618" West, departing said north line and with the west line of said 23.350 core tract, for a distance of 1186.45 feet to a 1/2 inch iron rod set at the northwest corner of the 23.350 acre tract; THENCE, South 88' 35'21" East, with the north line of the 23,350 acre tract, at 867.76 feet passing the northeast corner of the 23.350 acre tract, and continuing with the north line of 11.566 acre tract for a total distance of 1303.50 feet to the POINT OF BEGINNING and containing 35,016 aces of land. SAVE AND EXCEPT THE FOLLOWING DESCRIBED TRACT. COMMENCING at a V2 inch iron rod found at the northeast corner of said 34.916 acre tract; THENCE, South 00* 17'85" West, with the east line of said 11.266 acre tract for a distance of 396.49 feet; THENCE, S 89- 42'02" West, departing said east line for a distance of 838,14 feet to the POINT OF BEGINNING of the herein described SAVE AND EXCEPT TRACT; THENCE, South 89' 44'48" West, for a distance of 100.00 feet to a 1/2 inch iron rod set; THENCE, North 00* 1512" West, for a distance of 101.68 feet to a 1/2 inch iron rod set; THENCE, North 89* 44'48" East, for a distance of 100,00 feet to a 1/2 inch iron rod set; THENCE, South 00' 15'12" East, for a distance of 100.00 feet to the POINT OF BEGINNING and containing 10000 square feet of land. SURVEYOR'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS that 1, WARREN L. CORWIN, do hereby certify that 1prepared this Final Plat one the field notes from an actual and accurate survey of the land, that the corner monuments shown thereon were properly placed under my personal supervision in accordance with the subdivison Regulations of the City of Corinth, Texas. WARREN L. CORWIN R.P.L.S. No. 4621 THE STATE OF TEXAS COUNTY OF COLLIN Before me, the undersigned, a Notary Public in and for the State of Texas, on this day personally appeared WARREN L. CORWIN, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed same for the purpose and consideration therein expressed. Given under my hand and seal of office, this .25q.day afy, 2000. PATRICKJ BALDASARO TRICK J BALDASARO M My COMSSION EXPIRES COMMISSION EXPIRES DECEMBER 8,2001 C M a. 001 0 C7 tj w t=Iro 0 ro 0 0 r-�Mln 0 0 0 0 0 mz=N- fix W-:3 -i -i z 7to 6-0 =1< 5:: M 1< Ct 300 5-4c.'s -I 0 W 0 0z--im rr" 0 ;1� ra r- ri co a, P 0. - -L, wm)mnoa z Approved and Accepted Mayor, City of Cc �Texas �7— Date The undersigned, the City Secretary of the City of Corinth, Texas, hereby certifies that the foregoing final plot of the CYPRESS POINT ESTAT SECTIOUN11,11, Subdivq;ion or Addition to the City of Corinth was submitted to the City Council on the,:5'07k day of iZ.? nd the Council, by formal action, then and there accepted the dedication of streets, alleys, r W easernef ts, public places, and water and sewer lines, as shown and set forth in and upon said plot, and said Council further authorized the Mayor to note the acceptance thereof by signing his/her name as hereinabove subscribed. ,0 f ", of C Witness my hand this cly 2000. . . . ........ (j• City Secretary City of Corinth, Texas" % TEXAS IIIIIIIIIIII101" NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS THAT, CYPRESS POINT PROPERTY, LTD., does hereby adopt this final plot designating the hereinabove described property as CYPRESS POINT ESTATES SECTION 11, an addition to the City of Corinth, Denton County, Texas and does hereby dedicate to the public use forever the right-of-way's and easements theron. Executed this the _�,- 'Z L, ��=doy of_AJ;,,n. 2000. VICE PRESIDENT - INTERMANDECO, INC. GENERAL MANAGING PARTNER - CYPRESS POINT PROPERTY, LTD THE STATE OF TEXAS COUNTY OF COLLIN BEFORE ME, the undersigned, a Notary Public in and for the State of Texas, on this day personally appeared ISSAM KARANOUH, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the some in the capacity therein stated and for the purposes and considerations therein expressed. WITNESS MY HAND AND SEAL OF OFFICE, this the 4OF 0 day of -"64�2060. FINAL. PLAT 0 P'7 7 N TARY PUBLIC, STATE OF TEXAS In Orr MNELDA L. MCCROSKEY Notary Public, State of Texas MY Commission Expires 06-03-2003 OF CYPRESS PUOINT ESTATES SECTIONN 11 OUT OF THE A.H. SERREN SURVEY, ABSTRACT NO. 1198 IN THE CITY OF CORINTH DENTON COUNTY, TEXAS OWNER CYPRESS POINT PROPERTY, LTD. 1401 BURNHAM DRIVE PLANO, TEXAS 75093 PREPARED BY CORWIN ENGINEERING, INC. 200 W. BELMONT, SUITE E ALLEN, TEXAS 75013 MAY 1999 S-HEET2 OF 2 .(a.s1J.40 ._ A:}ncia(7 £9F18 :kk a.dTa:raN 00"9 a.oaEGi/��Q 00'917 :fiucpJ.O3a» 9669TO08-00 WnN/00a WV62:6 ytl 0002 £0 J.VW U0 A8313 AlNn00 '-IB�H311W tl11-11NA0 Xi AlNn00 Id01.W a :UT paaaa,y 4,01 paid `.SrIL 10'PEOESTR" z ti ec U +b ¢ I u n n Access R.o.w. 3. /2 iron rods with CORWIN ENGR. INC. caps set at all s z2 ° " V x N bounder corners, block corners Dints of curvature, _,o' u e: --, a 62.07' so.o1' S&S 35 21 E 1303.50 z o k y , p -,5' D.E. 50.41' j 69.OP , s>.94` �, s, ss.or _ a points of tangency, and angle points in public right-of-way & U.E. �e...» f I 64.0,' 1 60.27. r 6o.ar� sa.or s3.os' unless otherwise noted. 34 M 66-56' 7456' �134 79" /," IRP DSO. 33 : 32 _ �d P S w n h 4_ B.L. - Building Line. r�OSg� �o I - 6 31 - m 30 :'' 29 - r 2H `(°i `° N �� - `,� 24 o _ rn a b+ n m,n �n 1 N 27 26 N N ?_� �- U.E. - Utility �n v „� ,v _ a 9 ;y 23 22 :gym 21 M 20 0 19 ,.: 18 Mrn 77 I y Easements. i AD I $ zs a.� V N g� C.M. -Controlling Monument. r z c I D.E. _Drainage Easement. lµ J 8.35 -60.,2'__ss.47.3¢.s,-782' rf56'"' `-fiS.OS-�-k_-_'66y06- '^64.d4- r44E',7.75' ,0 � °j66 I iN.M.E. - Wall Maintenance Easement. 35 % a C\ 7b 1±J _LL 60.07 G 46 7, 7 5` U.E. ,7.95'45.57' §H.85._ a0. h0 s` 7� s -Street Name Change, I n 7565--� MORNING GLORY DRIVE � g p C-'t '-`__P'-^----_._-- C3 _ ""`-----._.. 569° 47'38" 'i~ i- d6.4t'_a _6415, CZ 9 8407'_.I (-.G3.82'- &397' C4 / 25' 25' 25.22) 1 .'_ �,,8.o \ S.aa,S2.s 'i13'lTr_ I �_-_ x 25•`_^h 7.5'U.E�I�( f2 _,.1.}-- i I 25'B.L. . ta:14 36 1 7 1 I Q b n 3 n 31 ni Ir lm ZO II£ 21 r. 22 to 7a N I0 14 I 15 ^ 16 v p 19 1 = 23 a SH9°§3'42"rid ! N v, w I i i Iv M 17 M 1H I I 1 1 I I 10'U.k. F 24 ry 25 a, 26 n4.sa' I� o'u.E. I I Of gT 5`" �` au.e i _1o'u.e. i } 4 .796 _ 64A7'- }- 63.82=_ 5' 4.5v-40.0 8.45' Sd i J �ni _ �`�f' 25-2 _ '-C3_' " 5 _63.84_ 45.91'-15.35 3 ,5.52 . f 1 7G' V.E. + '- G4.08'_ _ 37 Ni m o > w 5' -L •-i I -"i tp'Z I 5'i I -,J 1-10, U.E. ._.mow'-�I a 1 w S'-..y I It i 1 1- ! i c old 13 "�- ti Nss°4«4II^E I t{ 1 v D.e. i i 1 tai'oi m 12 in t00.00•¢9 61 ,Nvr 9 1 o Gr`3 e cN, 7 io 5 i 11 I! I o f 0 L64. N 6 1 1 1 j ^3 "; 5 I 4IiS3 LE`....d I 20..-«--I I._ _ I3$ = -49.77' ---Z Er- ?7:E F' i5'UE.63.82'--.5U.E, i t 9 -I -4l7.80• 6'"'- _ _ _' I 41,9BS.3f,..<26'l I t6-551 50.25' N 9°44'48" 46.74 .�,,. I`.641 1 1 .51 LLEE 1 I -•63.99'' - �•-58.72' m I� 6 27 28 10' U.E.3 f1.29' Mil 2 N - JI Y 2� B.L.z I_ I t--- sa.00'- r--5s.a7' r ' 0^4,'38 N 700. 4sP'ltf'V.d1t,.+1Yt_ D(\I V}~ -1 1 {: 73.8, o`-..' C'_^�-- C3 `--'.^.--"_--o.,.... `4 S89° 4T38"E I 12 C5 V u.i4II.66'- C2 43-53.79'3 rfi3.S2'...-1 I'.63.88,- -I- G4 N .. �.'✓�' a"(i =1 j �- .°`"- 22.H7' -7.5'U.E.'6. i`7.$7.68•, .r-s3.s9'-� ._ zs 17'_35. _ .I 4-}j•'98._ s6.60' > °4- 1 a 39 I ` (cu - -.- 25' 6.t.. _ � f 7.5' U.E. 25' B.L. i I ' ,-...._ 3' - 7.5' U.E. __ .63.64'-1 I'' a3 4 �.5T ~ 7.5' U.E" 72.3T - g ---- - -- _I f _ }.�. !L D I ! . 06 :4 r _ n i I n V : ai 22. 0 23 1 ^ 24 r- 0 16 1. I n, . o - ^ 25 - n m 1 ai 29 ro `z'�- �- I " I Lcl �I� �- 17 1H 1 i9 ro 20 V 21 -aJ L. lo•u.E. > i 26 r: 27 t 6 2$ o - 30 �1- o �k , ' Lf� {U'� jj i uil N I^ k 1)S _"`I'7ay.E. 51 4.e-7D'uE. `n 4ryl -j u, 70 40 1= m .04' 2 .30' 64.07' 73. 4ti7, 1 ' ' 37.35' 63.79' b3.62' I t 63.86' S7. fi2' i I 5 53.93' t4 34' - E of SL02f 63.70' 6 .74' 272 ' C3 f2. 5' 64.7tl' 1 I hI 1 w 41 I +' -a.I L„..t, U.E. I t 63.64' 162.27` ti. H' C5 _'•_"=.`l� Lik �'� r ai 7 1 w 0`U.E.1 f & D.E. f l C4 1 7 10`U.E.1 t wl LLI [ I A 00 (0 t ., 1 z ai_i 15 c`v :_ 5"s"i (' fi O.E. I I j I' 7 H I wr 5 I I I I �.:.A 1 i t R D.E. i I I a :I 9 f: m i4 n m 7 f b 5' I a --I + I I tF'i ° 60� 3 0 9 6 ti 1 N (" a fw i '-Ity o._ n } p 12 i s 11 7 i c° 1 i i^ } n 5 I 4 I r 3 ? 2.. m 1 ry 0 t 41 � 25• � � 25B.L.1 i { � i ro 1 o ql_ .-_..'" ._... B L.. N i j I i ' .... t - 1_ _'_ _ --+ t-. _ - + 3 i I z l N' J i s Z i ( I n.73' 7.5' `- "'-I i-. _ - _ L_"-- - i ' 7.5 U.,i. - I .E.:. -! i� _ _ "-f" ..63.62•.... 63.83'-..I I 6 .._. { _ - _ 1 _ r� _ - _ { 117.51 I I I 1 53"�-3927 t I j� __•I i.�• i 44.36 i - 1 I I 1,298, 63.93'-' 53.96 p1 sHs°41'38"E 63.7r- r s3.7a St1NFLOWER DRIVE `s4.ts'- r 7.s'u.E S,.o6 N I 4i' %`€.i3v., c'1""-"°`"`----._. C3 '- "`�---_ .... Sag° 41.38"E + t N C2 7 } 42 inL 50.9i'-.-- 6415'-1 r--63.62•--63.9T_ C4 N =1N I. 1 r:f 20.53' _'- g5. 46,22'` 6a.03'---54.49' ir; ( + 1 1 1 9;74`' 2&I I-.63.753.-64.03'--. '7�5'U£. _ _ _ - _ 78.4T .'-64.09•-_".7.5'Uf:.� 54.81'9. 22 r-_ 73.4T -® 3�25 B.t.' "`. ---' - 25'B.L.- - m 4� •� - I -__. I i i t 6i . ? n °2 w - m 22 1 T 23 w 24 `» M r a Flo o n 6 I a : lm 16 0 .. 17 r: I n o - 21 25 r a A .gi. N of oi, 1H 1 19 ro 20 :° ! L.,,-10'U.E. 26 w ui 2H t �° 29 m 30 _j,o is 1 n 5• P h 27 S "!'- 43 < iN L ° �_-- ,' 77.95 t�-10'E.E. 64.,Y 1 I 63.82' -°^ v1� 75.8 63.95' 5'-" ;S I T n1! _ ....:.� _. 1µ ro ,v ¢� 48.62} ' 29,31' 35. -9' C3 53.08• ff.SB' C7 63.76' 64.02' 64, 64.04' 1 S3.1 ' w =1 >I: tt4.60" rv' I I I i I 11 I L..-50'U.E + I i IV 63.63' 63.6T t0.6 ' I C5 � I J RI ! 1 w l I I I 02 I I ( i I( 5' -m.J & D.E.I I I I 11 C4 .-14 L.e._50' U.E.1 ' w I , 1 -. .` iw w. ki=1 1 70'E.E. I! I I l i i! & in -'1J N iv I I & D.E. 1 I i I I i t i t I I & D.E.w .� y1 15 rn i4 i I I t 1 9 I i= 8 I 7 1= i t I I` I I 5• �, N I i. o i 4i 'i b 44 I :y oy gil,n n i 131 5' 1 i i i ui 1 w 6 I i i i( N w _.iio in i 1 <,n� • N.^- r cwo 12 1 in 11 if 10 i ro I ! `= d G d 1 v, I c- 3 ' r 20 1 6 1 G5. i i 4 ao =i&2 i i j j1. I 5 3 w 4. I (oh4 L. - --+ '_2s 9..�. 1 i L y -4 i 2s` - i , i i = t i n T � J S89-43'42" 1 44 1 i I ,L�____ NO kiO� QO. LINE TABLE NO. BEARING DISTANCE 1° S 00°17'58" E 10.00' 2. N 45001'02" E 7.04' 3. S 63°35'38" W 14.04' 4. S 63*34110" E 13.85` 5. N 63*37156" E 14.00, CURVE TABLE NOTES 1. Bearing are referenced to Cypress Point Estates Phase Vi. 2, All lot lines are radial or perpendicular to the N d street unless otherwise noted by bearing. POINT OF BEGINNING i 1 i 5' D.E. 5' D.E 125' BUILDING) _ �_ C SETBACK T _--- FRONT YAR TYPICAL DRAINAGE EASEMENT DETAIL BLOCK C LOTS 1-15 BLOCK D LOTS 1-13 BLOCK E, LOTS 1-8, 14-19 N.T.S. CURVE NO. DELTA RADIUS LENGTH TANGENT 1. 09020'3611 600.00' 97.84' 49.03' O P�©g,Ok 3. 20°04'16" 800.00, 280.251 141.571 G�O� pG 4. 18025'34" 600.00` 192.96' 97.32' 5. 08° 39' 19" 600.00' 90.64' 45.41' 6. 165001157" 50.00, 170.14' ----' 7. 04045'26" 600.00' 49.82' 24.92' 8. 05019'34" 600.00, 55.77' 27.91' 9. 13039'57" 800.00, 190.81, 95.86' 10. 06°24'19" 800.00, 89.44' 44.76' 11. 164019'03" 50.00' 170.77' ---- 12. 149025120" 50.00' 183.76' ----' 3.s 53.67'15.39'i E. i i� - 7.s'u ,_' '� a - -.._- FINAL PLAT 63.83' --63.03'- 4 i-- l._ ..- -}- i r_' _ �&.7.�'$37.27 h Y59.93'...: 69' it. { I 1 11.H3d I 1 w 64.02'-` i �y C2 qr-_DRIyl 7,5'U ' + o --»+o-� COPPER LEt"V- V P 64.20'-64.p4'"- G r i52-40" c�^t 1`n I 3 �I- ! :i 1 , a y 78.42' rn C `-CiQ C9 ."_ 9° 4t' WE ;o L/ N CS 77,11 S 9 OF 45 , ; 67f -� _ D2 70.33- C4 4 rti5 �� °Y I T E S T AT E S �i. S, n. -7.5'U. . f3. ,r ». 59.97-f Lt.i ® r --,f. 'U..'-G9.75'- o Im ' a GP� PG• •-I" `�, i 60.00'-'2r- ......_. �2• `7.55 __75.05'_- -- 95' 8 _ o� ! •V.E. 7. cv a 2'f.2]'' 0.99'-75.08'-- �- - o - _ - - - n I� ._..5,6.1." 7.5'U.£~ IN 2 Ie f Rom( ,y7�®t (''`�� I b CS Na' ro'J' N ntiv Nip- 2vh I� W {p''j� 11 25' B.L. �, w T 14�/ 4$ `6 `� m"? wn mro 52 -'�'co '` , oi3 1 "aa LQ 2 - v b in o Nm -!sI� a 47 os4 0^ 49 N 50 51 aid... zN .-)ocp -:? 3 `�' 4 w 5 :n 6 `ON 7m,^i ' (y _ OUT OF THE 46 d P Q p� O SJ (~ N W' a5 O "' O O r 4 /� 70`W.M.E. 70'W.M.E.� N� ,- '^ µ,D•SY.M.E. _ �� �°�I~ " I72.5 geL®w.M" A.H.SERREN SURVEY ABSTRACT N0. 1195 & U.E. "'� 1-'+-14'U.E. _ % " 25' 25' & U.E. 4?..65� 0 44.8$' _ Z U.E. _ 45.46' J y }94.29 " 65.;A' " -� -7�.{ - - 6' ` 7 u'7'"' ' 67 74' �7 L[ „' , E R 89.7a' �' 69.50' - µ75`,50'" v - -' 7G.00' -' i3.58'' - 9.43'; - 70.68'''-5 i 720.00' 26.66' R.O.W. DEDICATION a _ A 647.93 sso.sH' a IN. THE N890 59'57"W 1303.511 ®� 4 � - CITY OF CORIN.TH 0 LAKE SHARON DRIVE (VARIABLE R.O.w.) � DENTON COUNTY, TEXAS � ______1______.�--_----�------- i_.__.__k__..____7 r______.�.____.__1_______1________�______-�____-__k_----`_�-_--___7.__-_--------_----__----r_____- OWNER i� i i i i i i i i%�''l %�/ �/ 1p�p���L CYPRESS POINT PROPERTY, LTD. 1401BURNHAM DRIVE i f//�1� /G �5`7/°�P 1 PLANO, TEXAS 75093 HREHAHED BY Fn b �G��/t��/ 2 / t�, A ��� ��/��« CaRWIN ENGINEERING, INC. l V �O� ��� 200 W. BELMONT, SUITE E i 52' 1 7 ALLEN, TEXAS 75013 W.M.E. lil� N� N' W,M,E. W.ACZ V, U.E. A U.E.\� FOUND IN: --- ____ _ ____ VOL. TOTAL LOTS 147 MAY 1999 SCALE: V-100' EASEMENT DETAIL EASEMENT DETAIL EASEMENT DETAIL TOTAL ACRES 35.016 LOT 52 BLOCK A LOT 1 BLOCK 8 LOT 7 BLOCK 8 PAGE SCALE V - 500' SCALE V - 100' SCALE Ill - 100' SHEET 1 OF 2 e g } 16 of $ � i 25• 3.97' 25` y 15 rnnl 1 1 I 520.00' No 1 o ( 14 1 __L1J a� 13 I :� I I LEGAL DESCRIPTION (Cypress Point Section 11) "Recommended For Approval WHEREAS, CYPRESS POINT PROPERTY, LTD., is the owner of a tract of land situated in the 'A 7-060 A.H. Serren Survey, Abstract No.1198 in the City of Corinth, Denton County, Texas, being all of that isv 11.566 Care tract as recorded in Clerks File No.99-R0004485, in the Deed Records of Denton *6hrman, Plarning and Zoning Commission Date County, Texas and all of that 23.350 acre tract as described in Clerks File No. 99-R0004488 in said Cityof Corinth, Texas Deed Records and being more particularly described as follows BEGINNING, at a 1/2 inch iron rod found at the northeast corner of the 11.566 acre tract; THENCE, South 00'17'58" East, along the east line of the 11.566 acre tract, for a distance of 1154.37 feet to a 1/2 inch iron rod set in the north line of Cypress Point Estates Phase VI, an addition to the City of Corinth, Texas, as described in Cabinet 0, Page 136-137, in the Plot Records of Denton County, Texas; THENCE, North 89' 59'57" West, along the north line of said Phase VI, for a distance of 1303,51 fee t to a I/;2 inch iron rod set; THENCE, North 00' 1618" West, departing said north line and with the west line of said 23.350 core tract, for a distance of 1186.45 feet to a 1/2 inch iron rod set at the northwest corner of the 23.350 acre tract; THENCE, South 88' 35'21" East, with the north line of the 23,350 acre tract, at 867.76 feet passing the northeast corner of the 23.350 acre tract, and continuing with the north line of 11.566 acre tract for a total distance of 1303.50 feet to the POINT OF BEGINNING and containing 35,016 aces of land. SAVE AND EXCEPT THE FOLLOWING DESCRIBED TRACT. COMMENCING at a V2 inch iron rod found at the northeast corner of said 34.916 acre tract; THENCE, South 00* 17'85" West, with the east line of said 11.266 acre tract for a distance of 396.49 feet; THENCE, S 89- 42'02" West, departing said east line for a distance of 838,14 feet to the POINT OF BEGINNING of the herein described SAVE AND EXCEPT TRACT; THENCE, South 89' 44'48" West, for a distance of 100.00 feet to a 1/2 inch iron rod set; THENCE, North 00* 1512" West, for a distance of 101.68 feet to a 1/2 inch iron rod set; THENCE, North 89* 44'48" East, for a distance of 100,00 feet to a 1/2 inch iron rod set; THENCE, South 00' 15'12" East, for a distance of 100.00 feet to the POINT OF BEGINNING and containing 10000 square feet of land. SURVEYOR'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS that 1, WARREN L. CORWIN, do hereby certify that 1prepared this Final Plat one the field notes from an actual and accurate survey of the land, that the corner monuments shown thereon were properly placed under my personal supervision in accordance with the subdivison Regulations of the City of Corinth, Texas. Approved and Accepted Mayor, City of Cc �Texos�7- 11M The undersigned, the City Secretary of the City of Corinth, Texas, hereby certifies that the foregoing final plot of the CYPRESS POINT ESTATfS SECTION It Subdivision or Addition to the City of Corinth was submitted to the City Council on the-�—,2tL-,,day of , �iZ.?�Pncl the Council, by formal action, then and there accepted the dedication of streets, alleys, �p�rks, easemei ts, public places, and water and sewer lines, as shown and set forth in and upon said plot, and said Council further authorized the Mayor to note the acceptance thereof by signing his/her name as hereinabove subscribed. "N0 0 FC Witness my hand this cly 2000. .......... City —Secretary City of Corinth, Texas" k i.. . ........... a - NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS THAT, CYPRESS POINT PROPERTY, LTD., does hereby adopt this final plot designating the hereinabove described property as CYPRESS POINT ESTATES SECTION 11, an addition to the City of Corinth, Denton County, Texas and does hereby dedicate to the public use forever the right-of-way's and easements theron. Executed this the Z'Z L, ��=doy of_AJ;,,n. 2000. ISSAM—KAR7UTOUR VICE PRESIDENT - INTERMANDECO, INC. GENERAL MANAGING PARTNER - CYPRESS POINT PROPERTY, LTD THE STATE OF TEXAS OF COUNTY OF COLLIN BEFORE ME, the undersigned, a Notary Public in and for the State of Texas, on this day personally WARREN L. CORWIN e 4621 R.P.L.S. No. 4621 appeared ISSAM KARANOUH, known to me to be the person whose name instrument and acknowledged to me that he executed the some in the capacity and considerations therein expressed. is subscribed to the foregoing therein stated and for the purposes THE STATE OF TEXAS WITNESS MY HAND AND SEAL OF OFFICE, this the '4z,?4 day of -"64060. COUNTY OF COLLIN FINAL. PLAT Before me, the undersigned, a Notary Public in and for the State of Texas, on this day personally appeared WARREN L. CORWIN, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed same for the purpose and consideration therein expressed. Given under my hand and seal of office, this 2,13 day a 1 2000. PATRICKJ BALDASARO My COMMISSION EXPIRES DECEMBER 8,2001 t="a 0 ro 0 0 0 o 0 0 mz=N- -z xxom 6-0 =1< 5:: M 1< Ct moo o- an � z 3 w 'Dw =- M rr" 0 ;1� ra r- 0 Ci. ri co a, P 0. - -L, wmmeoa z N TAR PO rSTAT��O 4TEX�46 MNELDA L. MCCROSKEY Notary Public, State of Texas MY (30111misslon Expires 06-03-2003 OF CYPRESS PUOINT ESTATES SECTIO'N 11 OUT OF THE A.H. SERREN SURVEY, ABSTRACT NO. 1198 IN THE CITY OF CORINTH DENTON COUNTY, TEXAS OWNER CYPRESS POINT PROPERTY, LTD. 1401 BURNHAM DRIVE PLANO, TEXAS 75093 PREPARED BY CORWIN ENGINEERING, INC. 200 W. BELMONT, SUITE E ALLEN, TEXAS 75013 MAY 1999 SHEET 2 OF 2 1 .(a.s1J.40 ._ A:}ncia(7 £9F18 :kk a.dTa:raN 00"9 a.oaEGi/��Q 00'917 :fiucpJ.O3a» 9669TO08-00 WnN/00a WV62:6 ytl 0002 £0 J.VW U0 A8313 AlNn00 '-IB�H311W tl11-11NA0 Xi AlNn00 Id01.W a :UT paaaa,y 4,01 paid `.SrIL 10'PEOESTR" z ti ec U +b ¢ I u n n Access R.o.w. 3. /2 iron rods with CORWIN ENGR. INC. caps set at all s z2 ° " V x N bounder corners, block corners Dints of curvature, _,o' u e: --, a 62.07' so.o1' S&S 35 21 E 1303.50 z o k y , p -,5' D.E. 50.41' j 69.OP , s>.94` �, s, ss.or _ a points of tangency, and angle points in public right-of-way & U.E. �e...» f I 64.0,' 1 60.27. r 6o.ar� sa.or s3.os' unless otherwise noted. 34 M 66-56' 7456' �134 79" /," IRP DSO. 33 : 32 _ �d P S w n h 4_ B.L. - Building Line. r�OSg� �o I - 6 31 - m 30 :'' 29 - r 2H `(°i `° N �� - `,� 24 o _ rn a b+ n m,n �n 1 N 27 26 N N ?_� �- U.E. - Utility �n v „� ,v _ a 9 ;y 23 22 :gym 21 M 20 0 19 ,.: 18 Mrn 77 I y Easements. i AD I $ zs a.� V N g� C.M. -Controlling Monument. r z c I D.E. _Drainage Easement. lµ J 8.35 -60.,2'__ss.47.3¢.s,-782' rf56'"' `-fiS.OS-�-k_-_'66y06- '^64.d4- r44E',7.75' ,0 � °j66 I iN.M.E. - Wall Maintenance Easement. 35 % a C\ 7b 1±J _LL 60.07 G 46 7, 7 5` U.E. ,7.95'45.57' §H.85._ a0. h0 s` 7� s -Street Name Change, I n 7565--� MORNING GLORY DRIVE � g p C-'t '-`__P'-^----_._-- C3 _ ""`-----._.. 569° 47'38" 'i~ i- d6.4t'_a _6415, CZ 9 8407'_.I (-.G3.82'- &397' C4 / 25' 25' 25.22) 1 .'_ �,,8.o \ S.aa,S2.s 'i13'lTr_ I �_-_ x 25•`_^h 7.5'U.E�I�( f2 _,.1.}-- i I 25'B.L. . ta:14 36 1 7 1 I Q b n 3 n 31 ni Ir lm ZO II£ 21 r. 22 to 7a N I0 14 I 15 ^ 16 v p 19 1 = 23 a SH9°§3'42"rid ! N v, w I i i Iv M 17 M 1H I I 1 1 I I 10'U.k. F 24 ry 25 a, 26 n4.sa' I� o'u.E. I I Of gT 5`" �` au.e i _1o'u.e. i } 4 .796 _ 64A7'- }- 63.82=_ 5' 4.5v-40.0 8.45' Sd i J �ni _ �`�f' 25-2 _ '-C3_' " 5 _63.84_ 45.91'-15.35 3 ,5.52 . f 1 7G' V.E. + '- G4.08'_ _ 37 Ni m o > w 5' -L •-i I -"i tp'Z I 5'i I -,J 1-10, U.E. ._.mow'-�I a 1 w S'-..y I It i 1 1- ! i c old 13 "�- ti Nss°4«4II^E I t{ 1 v D.e. i i 1 tai'oi m 12 in t00.00•¢9 61 ,Nvr 9 1 o Gr`3 e cN, 7 io 5 i 11 I! I o f 0 L64. N 6 1 1 1 j ^3 "; 5 I 4IiS3 LE`....d I 20..-«--I I._ _ I3$ = -49.77' ---Z Er- ?7:E F' i5'UE.63.82'--.5U.E, i t 9 -I -4l7.80• 6'"'- _ _ _' I 41,9BS.3f,..<26'l I t6-551 50.25' N 9°44'48" 46.74 .�,,. I`.641 1 1 .51 LLEE 1 I -•63.99'' - �•-58.72' m I� 6 27 28 10' U.E.3 f1.29' Mil 2 N - JI Y 2� B.L.z I_ I t--- sa.00'- r--5s.a7' r ' 0^4,'38 N 700. 4sP'ltf'V.d1t,.+1Yt_ D(\I V}~ -1 1 {: 73.8, o`-..' C'_^�-- C3 `--'.^.--"_--o.,.... `4 S89° 4T38"E I 12 C5 V u.i4II.66'- C2 43-53.79'3 rfi3.S2'...-1 I'.63.88,- -I- G4 N .. �.'✓�' a"(i =1 j �- .°`"- 22.H7' -7.5'U.E.'6. i`7.$7.68•, .r-s3.s9'-� ._ zs 17'_35. _ .I 4-}j•'98._ s6.60' > °4- 1 a 39 I ` (cu - -.- 25' 6.t.. _ � f 7.5' U.E. 25' B.L. i I ' ,-...._ 3' - 7.5' U.E. __ .63.64'-1 I'' a3 4 �.5T ~ 7.5' U.E" 72.3T - g ---- - -- _I f _ }.�. !L D I ! . 06 :4 r _ n i I n V : ai 22. 0 23 1 ^ 24 r- 0 16 1. I n, . o - ^ 25 - n m 1 ai 29 ro `z'�- �- I " I Lcl �I� �- 17 1H 1 i9 ro 20 V 21 -aJ L. lo•u.E. > i 26 r: 27 t 6 2$ o - 30 �1- o �k , ' Lf� {U'� jj i uil N I^ k 1)S _"`I'7ay.E. 51 4.e-7D'uE. `n 4ryl -j u, 70 40 1= m .04' 2 .30' 64.07' 73. 4ti7, 1 ' ' 37.35' 63.79' b3.62' I t 63.86' S7. fi2' i I 5 53.93' t4 34' - E of SL02f 63.70' 6 .74' 272 ' C3 f2. 5' 64.7tl' 1 I hI 1 w 41 I +' -a.I L„..t, U.E. I t 63.64' 162.27` ti. H' C5 _'•_"=.`l� Lik �'� r ai 7 1 w 0`U.E.1 f & D.E. f l C4 1 7 10`U.E.1 t wl LLI [ I A 00 (0 t ., 1 z ai_i 15 c`v :_ 5"s"i (' fi O.E. I I j I' 7 H I wr 5 I I I I �.:.A 1 i t R D.E. i I I a :I 9 f: m i4 n m 7 f b 5' I a --I + I I tF'i ° 60� 3 0 9 6 ti 1 N (" a fw i '-Ity o._ n } p 12 i s 11 7 i c° 1 i i^ } n 5 I 4 I r 3 ? 2.. m 1 ry 0 t 41 � 25• � � 25B.L.1 i { � i ro 1 o ql_ .-_..'" ._... B L.. N i j I i ' .... t - 1_ _'_ _ --+ t-. _ - + 3 i I z l N' J i s Z i ( I n.73' 7.5' `- "'-I i-. _ - _ L_"-- - i ' 7.5 U.,i. - I .E.:. -! i� _ _ "-f" ..63.62•.... 63.83'-..I I 6 .._. { _ - _ 1 _ r� _ - _ { 117.51 I I I 1 53"�-3927 t I j� __•I i.�• i 44.36 i - 1 I I 1,298, 63.93'-' 53.96 p1 sHs°41'38"E 63.7r- r s3.7a St1NFLOWER DRIVE `s4.ts'- r 7.s'u.E S,.o6 N I 4i' %`€.i3v., c'1""-"°`"`----._. C3 '- "`�---_ .... Sag° 41.38"E + t N C2 7 } 42 inL 50.9i'-.-- 6415'-1 r--63.62•--63.9T_ C4 N =1N I. 1 r:f 20.53' _'- g5. 46,22'` 6a.03'---54.49' ir; ( + 1 1 1 9;74`' 2&I I-.63.753.-64.03'--. '7�5'U£. _ _ _ - _ 78.4T .'-64.09•-_".7.5'Uf:.� 54.81'9. 22 r-_ 73.4T -® 3�25 B.t.' "`. ---' - 25'B.L.- - m 4� •� - I -__. I i i t 6i . ? n °2 w - m 22 1 T 23 w 24 `» M r a Flo o n 6 I a : lm 16 0 .. 17 r: I n o - 21 25 r a A .gi. N of oi, 1H 1 19 ro 20 :° ! L.,,-10'U.E. 26 w ui 2H t �° 29 m 30 _j,o is 1 n 5• P h 27 S "!'- 43 < iN L ° �_-- ,' 77.95 t�-10'E.E. 64.,Y 1 I 63.82' -°^ v1� 75.8 63.95' 5'-" ;S I T n1! _ ....:.� _. 1µ ro ,v ¢� 48.62} ' 29,31' 35. -9' C3 53.08• ff.SB' C7 63.76' 64.02' 64, 64.04' 1 S3.1 ' w =1 >I: tt4.60" rv' I I I i I 11 I L..-50'U.E + I i IV 63.63' 63.6T t0.6 ' I C5 � I J RI ! 1 w l I I I 02 I I ( i I( 5' -m.J & D.E.I I I I 11 C4 .-14 L.e._50' U.E.1 ' w I , 1 -. .` iw w. ki=1 1 70'E.E. I! I I l i i! & in -'1J N iv I I & D.E. 1 I i I I i t i t I I & D.E.w .� y1 15 rn i4 i I I t 1 9 I i= 8 I 7 1= i t I I` I I 5• �, N I i. o i 4i 'i b 44 I :y oy gil,n n i 131 5' 1 i i i ui 1 w 6 I i i i( N w _.iio in i 1 <,n� • N.^- r cwo 12 1 in 11 if 10 i ro I ! `= d G d 1 v, I c- 3 ' r 20 1 6 1 G5. i i 4 ao =i&2 i i j j1. I 5 3 w 4. I (oh4 L. - --+ '_2s 9..�. 1 i L y -4 i 2s` - i , i i = t i n T � J S89-43'42" 1 44 1 i I ,L�____ NO kiO� QO. LINE TABLE NO. BEARING DISTANCE 1° S 00°17'58" E 10.00' 2. N 45001'02" E 7.04' 3. S 63°35'38" W 14.04' 4. S 63*34110" E 13.85` 5. N 63*37156" E 14.00, CURVE TABLE NOTES 1. Bearing are referenced to Cypress Point Estates Phase Vi. 2, All lot lines are radial or perpendicular to the N d street unless otherwise noted by bearing. POINT OF BEGINNING i 1 i 5' D.E. 5' D.E 125' BUILDING) _ �_ C SETBACK T _--- FRONT YAR TYPICAL DRAINAGE EASEMENT DETAIL BLOCK C LOTS 1-15 BLOCK D LOTS 1-13 BLOCK E, LOTS 1-8, 14-19 N.T.S. CURVE NO. DELTA RADIUS LENGTH TANGENT 1. 09020'3611 600.00' 97.84' 49.03' O P�©g,Ok 3. 20°04'16" 800.00, 280.251 141.571 G�O� pG 4. 18025'34" 600.00` 192.96' 97.32' 5. 08° 39' 19" 600.00' 90.64' 45.41' 6. 165001157" 50.00, 170.14' ----' 7. 04045'26" 600.00' 49.82' 24.92' 8. 05019'34" 600.00, 55.77' 27.91' 9. 13039'57" 800.00, 190.81, 95.86' 10. 06°24'19" 800.00, 89.44' 44.76' 11. 164019'03" 50.00' 170.77' ---- 12. 149025120" 50.00' 183.76' ----' 3.s 53.67'15.39'i E. i i� - 7.s'u ,_' '� a - -.._- FINAL PLAT 63.83' --63.03'- 4 i-- l._ ..- -}- i r_' _ �&.7.�'$37.27 h Y59.93'...: 69' it. { I 1 11.H3d I 1 w 64.02'-` i �y C2 qr-_DRIyl 7,5'U ' + o --»+o-� COPPER LEt"V- V P 64.20'-64.p4'"- G r i52-40" c�^t 1`n I 3 �I- ! :i 1 , a y 78.42' rn C `-CiQ C9 ."_ 9° 4t' WE ;o L/ N CS 77,11 S 9 OF 45 , ; 67f -� _ D2 70.33- C4 4 rti5 �� °Y I T E S T AT E S �i. S, n. -7.5'U. . f3. ,r ». 59.97-f Lt.i ® r --,f. 'U..'-G9.75'- o Im ' a GP� PG• •-I" `�, i 60.00'-'2r- ......_. �2• `7.55 __75.05'_- -- 95' 8 _ o� ! •V.E. 7. cv a 2'f.2]'' 0.99'-75.08'-- �- - o - _ - - - n I� ._..5,6.1." 7.5'U.£~ IN 2 Ie f Rom( ,y7�®t (''`�� I b CS Na' ro'J' N ntiv Nip- 2vh I� W {p''j� 11 25' B.L. �, w T 14�/ 4$ `6 `� m"? wn mro 52 -'�'co '` , oi3 1 "aa LQ 2 - v b in o Nm -!sI� a 47 os4 0^ 49 N 50 51 aid... zN .-)ocp -:? 3 `�' 4 w 5 :n 6 `ON 7m,^i ' (y _ OUT OF THE 46 d P Q p� O SJ (~ N W' a5 O "' O O r 4 /� 70`W.M.E. 70'W.M.E.� N� ,- '^ µ,D•SY.M.E. _ �� �°�I~ " I72.5 geL®w.M" A.H.SERREN SURVEY ABSTRACT N0. 1195 & U.E. "'� 1-'+-14'U.E. _ % " 25' 25' & U.E. 4?..65� 0 44.8$' _ Z U.E. _ 45.46' J y }94.29 " 65.;A' " -� -7�.{ - - 6' ` 7 u'7'"' ' 67 74' �7 L[ „' , E R 89.7a' �' 69.50' - µ75`,50'" v - -' 7G.00' -' i3.58'' - 9.43'; - 70.68'''-5 i 720.00' 26.66' R.O.W. DEDICATION a _ A 647.93 sso.sH' a IN. THE N890 59'57"W 1303.511 ®� 4 � - CITY OF CORIN.TH 0 LAKE SHARON DRIVE (VARIABLE R.O.w.) � DENTON COUNTY, TEXAS � ______1______.�--_----�------- i_.__.__k__..____7 r______.�.____.__1_______1________�______-�____-__k_----`_�-_--___7.__-_--------_----__----r_____- OWNER i� i i i i i i i i%�''l %�/ �/ 1p�p���L CYPRESS POINT PROPERTY, LTD. 1401BURNHAM DRIVE i f//�1� /G �5`7/°�P 1 PLANO, TEXAS 75093 HREHAHED BY Fn b �G��/t��/ 2 / t�, A ��� ��/��« CaRWIN ENGINEERING, INC. l V �O� ��� 200 W. BELMONT, SUITE E i 52' 1 7 ALLEN, TEXAS 75013 W.M.E. lil� N� N' W,M,E. W.ACZ V, U.E. A U.E.\� FOUND IN: --- ____ _ ____ VOL. TOTAL LOTS 147 MAY 1999 SCALE: V-100' EASEMENT DETAIL EASEMENT DETAIL EASEMENT DETAIL TOTAL ACRES 35.016 LOT 52 BLOCK A LOT 1 BLOCK 8 LOT 7 BLOCK 8 PAGE SCALE V - 500' SCALE V - 100' SCALE Ill - 100' SHEET 1 OF 2 e g } 16 of $ � i 25• 3.97' 25` y 15 rnnl 1 1 I 520.00' No 1 o ( 14 1 __L1J a� 13 I :� I I LEGAL DESCRIPTION (Cypress Point Section 11) "Recommended For Approval WHEREAS, CYPRESS POINT PROPERTY, LTD., is the owner of a tract of land situated in the 'A 7-060 A.H. Serren Survey, Abstract No.1198 in the City of Corinth, Denton County, Texas, being all of that isv 11.566 Care tract as recorded in Clerks File No.99-R0004485, in the Deed Records of Denton *6hrman, Plarning and Zoning Commission Date County, Texas and all of that 23.350 acre tract as described in Clerks File No. 99-R0004488 in said Cityof Corinth, Texas Deed Records and being more particularly described as follows BEGINNING, at a 1/2 inch iron rod found at the northeast corner of the 11.566 acre tract; THENCE, South 00'17'58" East, along the east line of the 11.566 acre tract, for a distance of 1154.37 feet to a 1/2 inch iron rod set in the north line of Cypress Point Estates Phase VI, an addition to the City of Corinth, Texas, as described in Cabinet 0, Page 136-137, in the Plot Records of Denton County, Texas; THENCE, North 89' 59'57" West, along the north line of said Phase VI, for a distance of 1303,51 fee t to a I/;2 inch iron rod set; THENCE, North 00' 1618" West, departing said north line and with the west line of said 23.350 core tract, for a distance of 1186.45 feet to a 1/2 inch iron rod set at the northwest corner of the 23.350 acre tract; THENCE, South 88' 35'21" East, with the north line of the 23,350 acre tract, at 867.76 feet passing the northeast corner of the 23.350 acre tract, and continuing with the north line of 11.566 acre tract for a total distance of 1303.50 feet to the POINT OF BEGINNING and containing 35,016 aces of land. SAVE AND EXCEPT THE FOLLOWING DESCRIBED TRACT. COMMENCING at a V2 inch iron rod found at the northeast corner of said 34.916 acre tract; THENCE, South 00* 17'85" West, with the east line of said 11.266 acre tract for a distance of 396.49 feet; THENCE, S 89- 42'02" West, departing said east line for a distance of 838,14 feet to the POINT OF BEGINNING of the herein described SAVE AND EXCEPT TRACT; THENCE, South 89' 44'48" West, for a distance of 100.00 feet to a 1/2 inch iron rod set; THENCE, North 00* 1512" West, for a distance of 101.68 feet to a 1/2 inch iron rod set; THENCE, North 89* 44'48" East, for a distance of 100,00 feet to a 1/2 inch iron rod set; THENCE, South 00' 15'12" East, for a distance of 100.00 feet to the POINT OF BEGINNING and containing 10000 square feet of land. SURVEYOR'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS that 1, WARREN L. CORWIN, do hereby certify that 1prepared this Final Plat one the field notes from an actual and accurate survey of the land, that the corner monuments shown thereon were properly placed under my personal supervision in accordance with the subdivison Regulations of the City of Corinth, Texas. Approved and Accepted Mayor, City of Cc �Texos�7- 11M The undersigned, the City Secretary of the City of Corinth, Texas, hereby certifies that the foregoing final plot of the CYPRESS POINT ESTATfS SECTION It Subdivision or Addition to the City of Corinth was submitted to the City Council on the-�—,2tL-,,day of , �iZ.?�Pncl the Council, by formal action, then and there accepted the dedication of streets, alleys, �p�rks, easemei ts, public places, and water and sewer lines, as shown and set forth in and upon said plot, and said Council further authorized the Mayor to note the acceptance thereof by signing his/her name as hereinabove subscribed. "N0 0 FC Witness my hand this cly 2000. .......... City —Secretary City of Corinth, Texas" k i.. . ........... a - NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS THAT, CYPRESS POINT PROPERTY, LTD., does hereby adopt this final plot designating the hereinabove described property as CYPRESS POINT ESTATES SECTION 11, an addition to the City of Corinth, Denton County, Texas and does hereby dedicate to the public use forever the right-of-way's and easements theron. Executed this the Z'Z L, ��=doy of_AJ;,,n. 2000. ISSAM—KAR7UTOUR VICE PRESIDENT - INTERMANDECO, INC. GENERAL MANAGING PARTNER - CYPRESS POINT PROPERTY, LTD THE STATE OF TEXAS OF COUNTY OF COLLIN BEFORE ME, the undersigned, a Notary Public in and for the State of Texas, on this day personally WARREN L. CORWIN e 4621 R.P.L.S. No. 4621 appeared ISSAM KARANOUH, known to me to be the person whose name instrument and acknowledged to me that he executed the some in the capacity and considerations therein expressed. is subscribed to the foregoing therein stated and for the purposes THE STATE OF TEXAS WITNESS MY HAND AND SEAL OF OFFICE, this the '4z,?4 day of -"64060. COUNTY OF COLLIN FINAL. PLAT Before me, the undersigned, a Notary Public in and for the State of Texas, on this day personally appeared WARREN L. CORWIN, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed same for the purpose and consideration therein expressed. Given under my hand and seal of office, this 2,13 day a 1 2000. PATRICKJ BALDASARO My COMMISSION EXPIRES DECEMBER 8,2001 t="a 0 ro 0 0 0 o 0 0 mz=N- -z xxom 6-0 =1< 5:: M 1< Ct moo o- an � z 3 w 'Dw =- M rr" 0 ;1� ra r- 0 Ci. ri co a, P 0. - -L, wmmeoa z N TAR PO rSTAT��O 4TEX�46 MNELDA L. MCCROSKEY Notary Public, State of Texas MY (30111misslon Expires 06-03-2003 OF CYPRESS PUOINT ESTATES SECTIO'N 11 OUT OF THE A.H. SERREN SURVEY, ABSTRACT NO. 1198 IN THE CITY OF CORINTH DENTON COUNTY, TEXAS OWNER CYPRESS POINT PROPERTY, LTD. 1401 BURNHAM DRIVE PLANO, TEXAS 75093 PREPARED BY CORWIN ENGINEERING, INC. 200 W. BELMONT, SUITE E ALLEN, TEXAS 75013 MAY 1999 SHEET 2 OF 2 1