Loading...
SF0073Af f i � 1 f f f f f ' 1 ( ( Ih sty q� i s` o• i f I ( 1 -i I N --a yi *f 0 t! W t 0 A6sTMCT x0,,2YY --- —Ja-(w.—, A RWy ---- Bt o TAT T 14.579 bit -r; MI w \ `AS 0 LOT za � fi a.s56 4 IXCATEO TO M Y ORAYNAWK AS 03 of wol�owNERs 001 v) S SEE ET 2 Oi 4 YU2 OELM1R ,oar- 5a'bv ''snr- 1 a• E. $dill Q $ I m 8m 3 4 1 2 SPH1 ItM I i 1{• I - 74.a1 ��� �zba.2a• vocq„ a.wea.29' tA0• U•12^'iY FJi.YS' � _ ._.._.,.._...o----.—._._._. _ —. . '"21T5T -S•VE. %O.EO' 'l000' 14P &5' 5880' a9.Y` CtOC PMXWAY 6 V.:gW LOCATION MAP .Is, 2 OF �ATCHiUN1; SNEER u � 5 - so'e.t.. iz•v."sc`__ I I i _ s•UE »— _ _ __ + 0'el, i 8 LOT 32 BLOCK L $ 0.639 ACRES I 1 A a 2 3 I ATEO TO A"� MANTAi' S v a BY GRAYHAWK ASSOCIATION I 1 Q y, OF HOOWNER5, ING I i s sUs. I i zap .z4 .2a_. 0 I R � 6 16 00 0 R�'Gg,Ro�kA,g9 A= 90000,00" R= 150.00' T= 150.00' L= 235.62' C= 212.13, B= S45014'124E A= 30°57'25" R= 2228.00' T= 616.98' L= 1203.79' C= 1189.20' B= S15942'544E NOTES: 1, Bearings referanced to Deed No, 99-RO114439 2, J2" iron rods with "CORWIN ENGR. INC." set at all boundary corners, block corners, points of curvature, points of tangency, and angle points in public right-of-way unless otherwise noted 3. — Indicates 10'x10' Electric Transformer Easement. 4. D.E. - Drainage Easements. B.L. - Building Line. U.E. - Utility Easements. IRF - Iron Rod Found S.S.E - Sonitery Sewer Easements. P.S.E. - Pedestrian & Sidewalk Easements. .. L.I.S.M.E. - Landscape, Irrigation & Sign Maintenance Easement. ' H.B.E. - Hike & Bike Easement dedicated to & maintained by Groyhowk Association of Homeowners, Inc. - Street Name Change 5•. "Notice: Selling a portion ;of this addition by metes and bounds is a violation of city ordinance and state law and is subject to fines and, withholding of utility and building permits". 6. 25',R.O.W. Dedication to City of Frisco and maintained by Groyhawk Association of Homeowners, Inc. for landscaping and screening purposes only. 7- Lot 1, Block Vz will not be allowed driveway access from alley. S"E NOR3¢RIDGE ADDITION PHASE ONE \� VQL. S, PG. 209 - 0 50 100 200 SCALE Y' - 100' y>vGPC A0 No p0 R OSg105 GyE,aX A= 14e 20' 50" R= 2526.00` T= 317.92' L= 632.52' C= 830.R7' / 55 d= 16*51'18" R= 2130.00' T= 315.58' L= 626.59' C= 624.34' B�-- S22°45`58 R - y3 4 88 -413`S97 R. L136gI R - y3 1, qt4 - 43 1p y 7 S r DO '734 G 1 s, LOT DEVELOPMENT_STAN PD-SF-5 (TRACT I) BLOCK A LOTS 1-28 BLOCK B, LOTS 1-15 BLOCK CLOTS 1-32 BLOCK D, LOTS 1-38 BLOCK E, LOTS 1-32 BLOCK F, LOTS 1-25 BLOCK R,LOTS 1-7 BLOCK V,LOT 1 PD-SF-5 (TRACT 10 BLOCK 0, LOTS 1-12 BLOCK L, LOTS 1-7 BLOCK O,LOTS 1.8 C13 z m J m M w r, C, 6 OJ �� v px 0.9 —J eD n SIM rJ J D o7 L W iE p1 •' •� .. I .. ' Q 11 S wom G. -Z Z :d I-H- C) Q) O�~ CL �A7_�y OO �yQ $ ( — y99.4548"W 50.091 � Iw I ran / 6• Y3.36'00• '4 T• Hap•as4vt aa.az t-5 L. a SUE roa•,vn-W X i si5•{£? i ni � Qii N8A•A5'ba'E Q '•o.e.-.�3dcTas�aa�w'—��'u�oo�rn'E LOT 29 BLOCK A 0.975 ACRES ( V I I DEDK:ATED TO AND WANT AR�D I i q ( BY CRAYNAWK ASSOCWr MI OF HOMEOWNERS, INC. / i 1 EASEMENT DETAIL LOTS 29 BLOCK A SCALE V - 50• ' I `-- _ _L t �- 1 troz 0 d t lr t i LOT 32 BLOCK L .l{y I 0.839 ACRES (OED GRAYHAWK TO AND MAINTNNEO BY CRAYHAWK ASSOCIATION f I ( OF HOMEOWNERS, INC. lj t1k EASEMENT DETAIL LOTS 32 BLOCK L SCALE V - so - SEE SHEET 2 OF 4 FOR CURVE AND LINE INFORMATION FINAL PLAT OF GRAYHAWK PHASES I & II OUT OF THE J.D. HAWKINS SURVEY, ABSTRACT NO. 579 J.H. SHAHAN SURVEY, ABSTRACT NO. 1233 P.T. HOMES SURVEY, ABSTRACT NO. 644 IN THE CITY OF FRISCO DENTON COUNTY,TEXAS OWNER ELDORADO RANCH, LTD. 1401 BURNHAM DRIVE - PLANO,TEXAS 75093 (972) 964-9050 PREPARED BY CORWIN ENGINEERING, INC. TOTAL ACRES s1.4o7 200 W. BELMONT. SUITE E TOTAL LOTS 204 ALLEN, TEXAS 75013 (972)-396-1200 JANUARY 2002 SCALE: V-100' SHEET 1( M 0 D N Z � z 3_ Z yC3 „ ` m �,] N59'16'25"E 9.31' WSE LSMT. SEffftaTE i 0 50 100 200 SCALE 1" - 100' ELDORADO PARKWAY (F.M.2934) (VARIAME R.OW.) e��RKSSE�°� Na•gQi 1 R - t99•a3'aB'L SOS.00' y PD-SF-5 (TRACT D BLOCK A. LOTS 1-28 BLOCK B, LOTS 1-15 BLOCK C. LOTS 1-32 BLOC( O, LOTS 1-38 BLOCK E. LOTS 1.32 BLOCK F. LOTS 1-25 BLOCK R, LOTS 1-7 BLOCK V,LOT 1 PD-SF-5 (TRACT I) BLOCK a• LOTS 1-12 BLOC( L, LOTS 1-7 BLOCK CLOTS 1-8 UE. CURVE TABLE CURVE NO. DELTA RADIUS LENGTH TANGENT 1. 01°11100" 5679.58 117.30' 58.65' 2. 31°24'49" 91.00' 49.89' 25.59, 3. 02°37'07" 3630.00' 165.91, 82.97' 4. 01°09'15" 250.00, 5.04' 2.52' 5, 00°22'16" 3625.00' 23.47' 11.74' 6. 22'58'54" 225.00' 90.25' 45.74' 7. 25°50'34" 225.00' 101.48' 51.62' 8. 00°49'07" 2508,00' 35.83' 17.91' 9. 02019'19" 2358,00' 95.55' 47.78' 10. 17°37'42" 360.00' 110.76' 55,82' it. 02°37'49" 2298.00' 105,49' 52.76' 12. 00004'03" 2010.00' 2.37' 1.18' 13. 73°42'12" 100.00' 128.64' 74.95' 14. 21'33'13" 2030.00' 763.65' 386.39' 15. 03°11'40" 2328.00' 129.79' 64.91' 16. 14°20'50" 2328.00' 582.94' 293.00' IT. 12"17'27" 2508.00' 538.01' 270.04' 18. 02°09'58" 2508.00' 94.82' 47.42' 19. 02°10'25" 2526.00' 95.83, 47.92' 20. 20°08'46" 1832.00' 644.16' 325.44' 21. 20°09'35" 1850.00' 650.93' 328.87' 22. 08"00'34" 1850.00' 258.62' 129.52' 23. 07°59'45" 1832.00' 255.66' 128.04' 24. 90000100" 40.00' 62.83' 40.00' 25. 64009'29" 150.00, 167.97' 94.02' 26. 109°47'26" 55.00, 105.39' 78.24' 27. 44°45'34" 55.00' 42.97' 22.65' 28. 09°24'12" 1687..00' 276.87' 138.75' 29. 21°33'13" 1687.00' 634.62' 321.10' 30. 03°11'40" 2671.00' 148.91' 74.48' 31. 00°32'ii" 2671.00' 25.00' 12.50, 32. 88013'31" 40.00' 61.59, 38.78' 33. 19°06'15" 1542.00' 514.15' 259.48' 34. 21°01'55" 1524.00' 559.43' 282.90' 35. 30°57'25" 1379.00' 745.08' 381.87' 36. 03011'40" 2979.00' 166.08, 83.06' 37. 00°28'51" 2979.00' 25.00' 12.50, 38. 02022'08" 3124.00' 129.17' 64.59' 39. 02°22'25" 3142.00' 130.17' 65.09, 40. 30°57'25" 1216.00' 657.01' 336.74' 41. 30°57'25" 1234.00' 666.73' 341.72' 42. 30057'25" 1071.00' 578.66' 296.58' 43. 03°11'40" 3287.00' 183.26, 91,65, 44. 00026'09" 3287.00' 25.00' 12.50' 45. 02°26'35" 3432.00' 146.34' 73.18' 46. 02°26'49" 3450.00' 147.34' 73.68' 47. 30°57'25" 926.00' 500.32' 256.43' 48. 30*57125" 908.00' 490.59' 251.44' 49. 177°57'32" 55.00, 174.75' ---' 50. 15°21'26" 758.00' 203.17' 102.20' 51. 15°21'25" 250.00' 67.01' 33.71' 52. 15"36'00" 758.00' 206.38' 103.83' 53. 25°47'00" 109.00, 49.05' 24.95' 54. 03°11'40" 3600.00' 200.72' 100.39, 55. 00035'33" 250.00' 2.58' 1.29' 56. 05°44'33" 250.00' 25.06' 12.54' 57. 00°23'52" 3600.00' 24.99' 12.49' 58. 05°27'48" 2328.00' 221.98' 111.08' 59. 12°34'48" 2148.00' 471.62' 236.76' 60. 01'59'38" 2148.00' 74.75' 37.38' 61. 20°23'13" 2210.00' 786.36' 397.38' 62. 08°14'12" 2210.00' 317.70' 159.12' 63. 09°24'12" 2030.00' 333.16' 166.96' 64. 74°11'05" 360.00' 466.12' 272.19' 65. 79°19'49" 360.00' 498.45' 298.51' 66. 65°48'38" 360.00, 413.50' 232.94' 67. 70°14'21" 360.00' 441.33' 253.20' 68. 01°11'00" 5669.58' 117.09' 58.55' 1:T§._::..e; 117.30' N89°54'30"W 49.27' N74°58'50"E 165,90' N29°16'30"W 5.04' N68°54'46"E 23.47' N27°47'23"W 89.65, S75°52'27"E 100.63, S77418'1T"E 35.83' N11°14'58"E 95.55' S10°29'52"W 110.32' S85041'33"E 105.48' N10°46'280E 2.37' S12003121"w 119.95' N52455'20"E NOTES: 1. Bearings referonced to Deed No. 99-RO114439 2. V2' iron rods with "CORWIN ENGR. INC." set at all boundary corners, block corners, points of curvature, points of tangency, and angle points in public right-of-way unless otherwise noted 3. :) Indicates 10'x10' Electric Transformer Easement. 4. D.E. - Drainage Easements. B.L. - Building Line. U.E. - Utility Easements. IRF - Iron Rod Found S.S.E - Sanitary Sewer Easements. P.S.E. - Pedestrian & Sidewalk Easements. L.I.S.M.E. - Landscape, Irrigation & Sign Maintenance Easement. H.B.E. - Hike & Bike Easement dedicated to & maintained by Groyhowk Association of Homeowners, Inc. 4 - Street Name Change 5. "Notice: Selling a portion of this addition by metes and bounds is a violation of city ordinance and state low and is subject to fines and withholding of utility and building permits". 6. 25' R.O.W. Dedication to City of Frisco and maintained by Grayhowk Association of Homeowners, Inc. for landscaping and screening purposes only. 7. Lot 1, Block V will not be allowed driveway access from alley. Eioa+iDo Ph WAY TIM, 29N1 LOCATION MAP M L5. n 7 r .EEM..., TOTAL ACRES 91.407 TOTAL LOTS 204 W U } z OUCIE) .c. �t1J t0 It LINE TABLE �U iVM N -� Z - L LINE NO.U. BEA �� DISC •' •• •' y .0 .u'-+ 1. N 00°4 E a t���> 2. N 70° 14 Wo 14 01� CL 3. N 45°04L&d W 14.) t00 U U a 4. S ' 4802 3 W 3F 1F.° o oA 5. N 34°5W 3 . Q� 6. S 45°13'34" E 14.14' 7. S 00°13'34" E 50.00, 8. S 45025'05" W 13.99' 9. S 89°45'48" W 18.00' 10, S 00°14'12" E 61.59, if. S 73°21'47" E 14.23' 12. S 16°37'34" W 14.05' 13. S 72°37'49" E 14.05' 14. S 17°22'11" W 14,23' 15. S 59000'57"E 14.23' 16. S 16640'31" W 14.06' 17. S 73019'03" E 14,22' 18. S 16042'34".W 14.07' 19. S 73°17'06" E 14.21' 20. S 16"44'13" W 14.08' 21. S 73015'30" E 14.21' 22. N 16°45136" E 14.08' 23. N 28°26'41" E 13.80, 24. N 74"24'23" E 33.83, 25. S 59°13'03" E 13.90' 26. S 45°14'12" E 14.14' 27. S 44045'48" W 14.14' 28. N 44°45'48" E 35.52, 29. S 45°14'12" E 35.19' 30. N 33455'36" W 18.03' 31. S 23021'13" E 51.27' 32. S 54°36'33" W 20.00' 33. N 89°39'51" E 18.55, 34. N 63°38'07" E 20.06' 35. S 31*2628" E 20.04' 36. S 25°43'12" E 20.02' 37. S 31°2953" E 20.04' 38. N 25°46'39" W 20.02' 39. S 31°39'11" E 20.04' 40. S 25°56'05" E 20.01' 41. S 30003'49" E 20.01' 42, N 11035'16" W 20. oil 43. N 24°12'22" W 20.04' 44. S 31"47'33" E 20.04' 45. N 07°41'00" W 20.01' 46. S 11°35'48" E 20.01' 47. S 05041'49" E 20.05' 48. S 11°24'35" E 20.01' 49. N 13634'59" IN 20.05' SO. N 07°52'13" W 20.01' 51. S 55°08'27" E 14.27' 52. S 35°51'39" W 14.27' 53. N 03°05'56" W 20,03, 54. N 02°37'33" E 20.03, 55. S 87°23138" E 20,16' 56. N 87000'02" E 20.75' 57. N 66°01'16" E 20.02' 58. N 71644'51" E 20.02' 59. S 45`14'12" E 21.23' 60. N 44'45'48" E 35.52' 61. S 35°46'35" W 14.25' 62. N 55003'22" W 14.25' 63. S 54°12'33" E 14.04' 64. S 34955'45" W 14.04' 65. N 31°43'02" E 14.23' 66. N 48'32'24" W 39.34' 67, N 34945'49" E 35.98' 68. N 47005'10" E 36.87' 69. N 49°30'37" W 38.33' 70. N 46°54'51" E 36.75, 71. S 49°41'01" E 38.46' FINAL PLAT OF GRAYHAWK PHASES I & II OUT OF THE J.D. HAWKINS SURVEY, ABSTRACT NO. 579 J.H. SHAHAN SURVEY, ABSTRACT NO. 1233 P.T. HOMES SURVEY, ABSTRACT NO. 644 IN THE CITY OF FRISCO DENTON COUNTY,TEXAS OWNER ELDORADO RANCH, LTD. 1401 BURNHAM DRIVE - PLANO, TEXAS 75093 (972)964-9050 PREPARED BY CORWIN ENGINEERING, INC. 200 W. BELMONT, SUITE E ALLEN, TEXAS 75013 (972)-396-1200 JANUARY 2002 SCALE: V-100' C = c ti3 03 Z mEll z M D SHEET'2 OF A. 02-08,091, R= 2646.00' T= 49.32' S78.20' „ L= 98.63 150, 29 E 8= N09�46`20"Ek�'S79a V~ 0'" 09.iS"c p= 23' 18' 11 " OPEN SPACE 2.3 o so too zoo R= 275.00' LOT 9 BLOCK ✓J 35 ACRES SCALE' r' - 100' T= 56.71 ` DEDICATED TO AND MAINTAINED L= 111 •85' BY GRAYHAWK ASSOCIATION OF HOMEOWNERS, NC. .,. C= 111.08' B= N20'21'22"E G err A= 57'4559" 04 R= 275. 00' � No gy.Ro°aa39 C= 265.66' E 95 8= N60'53'27"E N45' 43'55"E F 13.99, G46R N00' 05'16"E C6 50.00' C7 N89' 46'26"E 256.83' 9' 4 t 61! C� - �- N99` 46' 6•C 898 U'� 190.00, WEST TALON DRIVE -569.4626"W 24Z 5T z z, MNIM OPEN SPACE/DRAINAGE & FLOODWAY EASMENT LOT 9 BLOCK W 13.78+ ACRES DEDICATED TO AND MNNTPNED BY GRAYHAWK ASSOCIATION OF HOMEOWNERS, INC. SW 24'24'W 'V.ppp• NTS'23'29"W \ U9.00' 4S.6T "Sg.y6`4T'W Y} N89' 1188''46"W 278.14` "' ^ % "''62 N22.5p2,Y'C �'xiar A= 82018'58" VT4RY�nWNT- R= 55.00' "+ T= 48.08' L= 79.02' ©= 61^43'57" 8= 01 N79�59`32"W R= 583.00' T= 348.45' VIONIES, up L= 628-15' inEGPGY/tdONT NOF 00 R00116105 C= 596020I L1 N- p11.E B= N58 26`"t"W 0 LOT 9 BLOCK 0 A= 08'40'4' R= 275.00' T= 20.87' L= 41.66' C= 41.62' B= S72'00' S7� 37"E 288.00, u OPEN SPACE/DRAINAGE & FLOODWAY EASMENT LOT 18LOCK ZZ 6.491 ACRES DEDICATED TO AND MAINTAINED BY GRAYHAWK ASSOCIATION OF HOMEOWNERS, INC, J.N. S)WVN StYtVEY l3iiRACT H3. Yt33 p®_____.a _ N}$tF1LT N0. fsd4 � '6 o p= 08'36'57" R= 1344.00' T= 101.24' L= 202.10' p= 102-14'53" C= 201A91' R= 100A00' B= N20'22'43"E T= 124.04C= 155-701 B= S39' 06' 07 "E `s0o F�6 Np 99-R0 aa39 C Gy'h N89'46'26"E_ 480.54-' OPEN SPACE/DRAINAGE & FLOODWAY EASMENT LOT 8 BLOCK KK 8.870 ACRES >° >> OEDICATED TO AND MAINTAINED. 5a BY GRAYHAWK ASSOCIATION x OF HOMEOWNERS, INC, 1 l� _ _N89' 46JWC *24.C3'- - ,EAST TALON DRIVE .„.�.-_�___.-._..s�__..---..---.-`-:'T\"�` tt3P•46'2fi"C iiC8.20' _. OPEN SPACQ/ LOT 9 /Q 2.341 ?CS DEDICATED TO ANT/ BY C HOM SOGA OF HolEo , Nc- ®�! A.T. HJ11Y5 SUtYET (a tpiiR/.CT W. SI r A P Ib= 101'25'46" R= 325.00' T= 397.28' L= 575.34' �C= 503.10' B= S39'03'33"W F LOCATION MAP N.T.S. 2fi W 210, d= 24' 29' 41 R= 275.00' T= 59.69' L= 117.57` C= 116.67' B= N77'58`44"Wi �EGERK M�� �p0 °�pRMp 6� 6 G4 Q i3!Y N 9. "'44 jam" vTti tY1-LJ t%)ty of ^- a zr_ „� o8z lid # CT, ! ca ¢ as .C'o a ■ n . I -I-- wom O a 0� CL LW z- aaa D00 LLW O I "=cxonm A-- �'115 32 R= 270.00' T= 141.33' L= 260.40' C= 250.43' B= S3624'18"E p= 07026'16" R= 1940.00' T= 126.10' L= 251.84' C= 251.67' B= S05.03'23'E ` N88' 39'45"E 4 / 60,00' 46'26""W 378.02' '/ 0(b ti 21056'50" R= 225.00' T= 43.63' L= 86.19' 1 C= 85.66' { B= N76-42'18"W p= 01°45'08" R= 2000,00' T= 30.59' L= 61.17' c= 61.16, B= S00'27'41"E SEE SHEET 2 OF 4 FOR CURVE AND LINE INFORMATION FINAL PLAT OF GRAYHAWK PHASES I & II OUT OF THE J.D. HAWKINS SURVEY, ABSTRACT NO. 579 J.H.SHAHAN SURVEY, ABSTRACT NO.1233 �._ P.T. HOMES SURVEY, ABSTRACT NO. 644 IN THE CITY OF FRISCO DENTON COUNTY,TEXAS OWNER ELDORADO RANCH,LTD. 1401 BURNHAM DRIVE PLANO.TEXAS 75093 (972) 964-9050 PREPARED BY CORWIN ENGINEERING, INC. 200 W. BELMONT, SUITE E ALLEN, TEXAS 75013 (972)-396-1200 - JANUARY 2002 SCALE 1"-100' SHEET 3 3 = C m 103 N z m Nm O m 6 LEGAL DESCRIPTION WHEREAS, ELDORADO RANCH, LTD, is the owner of a tract of land situated in the P.T. Homes Surve Abstract No. 644, J.H. Shahan Survey, Abstract No. 1233, J.D. Hawkins Survey, Abstract No. 5 9, in the Cityy of Frisco, Denton County, Texas, being out of a 360,210 acre tract, as described in Clerks File No. 99-RO114439, in the Deed Records of Denton County, Texas, and being more particularly described as follows: BEGINNING, at a Ijz inch iron rod set at the southeast corner of the 360.210 acre tract and being in the north line of F.M. 2934 also being in the west line of Northridge Addition Phase One, an addition to the City of Frisco, as described in Volume S, Page 209 in the Plot Records of Denton County, Texas; THENCE, South 89' 29'00" West, along the south line of said 360.210 acre tract and along the north line of said F.M. 2934, for a distance of 110,20 feet, to a %2 inch iron rod set; THENCE, South 89' 30'00" West, continuing along said lines, for a distance of 1930.40 feet, to a '/2 inch iron rod set at the point of curvature of a curve to the right, having a radius of 5679.58 feet, a central angle of Ot°1P00", and a tangent of 58.65 feet; THENCE, continuing along said lines and along said curve to the right far on arc distance of 117.30 feet (Chord Bearing North 891 54'30" West - 117.30 feet), to a J2 inch iron rod set at the point of tangency, THENCE, North 89° 19'00" West, continuing along said lines, for a distance of 58.64 feet, to a %2 inch iron rod set; THENCE, North 870 53'04" West, continuing along said lines, for a distance of 190.07 feet, to a i/2 Inch iron rod set THENCE, North 00° 41'14" Eost, departing said lines, for a distance of 799.73 feet, to a i/2 inch iron rod set: THENCE, North 89° 18'46" West, for a distance of 13.21 feet, to a %2 inch iron rod set being the most southern southeast corner of a 19.172 acre tract as described in Clerks File No. 00-RO116105 in said Deed Records; THENCE, North 000 41'14" East, along the south line of said 19.172 acre tract, for a distance of 18.00 feet, to a i/2 inch iron rod set an a curve to the left, having a radius of 91.00 feet, a central angle of 31° 24149", and a tangent of 25,59 feat: THENCE, continuing along said south tine and with said curve to the left for an arc distance of 49.89 feet (Chord Bearing North 740 58'50" East - 49.27 feet), to a 'j2 inch iron rod set at the point of tangency; THENCE, North 59016'25" East, continuing along said south line, for a distance of 9.31 feet, to a V2 inch iron rod set on a non -tangent curve to the right, having a radius of 3630.00 feet, a central angle of 02' 37'07", and a tangent of 82.97 feet; THENCE, continuing along said south line and with said curve to the right for on arc distance of 165.91 feet (Chord Bearing North 29' 16'30" West - 165.90 feet), to a /2 inch iron rod set on a non - tangent curve to the left, having a radius of 250.00 feet, a central angle of 01' 0915", and a tangent of 2.52 feet; THENCE, continuing along said south and with said curve to the left for an arc distance of 5.04 feet (Chord Bearing North 68054146" East - 5.04 feet), to a %2 inch iron rod set on a non -tangent curve to the right, having a radius of 3625.00 feet, a central angle of 00' 22116", and a tangent of 11.74 feet; THENCE, continuing along said south line and with said curve to the right for on arc distance of 23,47 feet (Chord Bowing North 27'47'23" West - 23.47 feet), to a YZ inch iron rod set; I THENCE, North 62' 00'03" East, continuing of ng said south line, for a distance of 1099.04 feet, to a %2 inch !ran rod set being the southeast corner of sold 19.172 acre treat on a non -tangent curve to the right, having a radius of 2526.00 feet, a central angle of 14020'50", a tangent of 317,92 feet; THENCE, along the east tine of said 19.172 acre tract with said curve to the right for on are distance of 632.52 feet (North 20°15'31" West - 630,87 feet), to a i/2 inch iron rod set being the northeast corner of said 19,172 acre tract THENCE, South 764 20'52" West, along the north Eno of said 19.172 acre tract, for a distance of 81.68 feet, to a 1/2 inch iron rod set at the point of curvature of a curve to the left, having a radius of 275,D0 feet, a central ongle of 08' 40'47", and a tangent of 20.87 feet; THENCE, continuing along sold north line and with said curve to the left for an arc distance of 41.66 feet (Chard Bearing South 721 00'29" West - 41.62 feet), to a 1/2 inch iron rod set THENCE, North 70° 14'43" West, continuing along said north line, for a distance of 14.61 feet, to a %2 inch iron rod set on a curve to the left, having a radius of 583,00 feet, a central angle of Cl* 43'57", and a tangent of 348.45 feet; THENCE, continuing along said north line and with said curve to the left for an are distance of 628.15 feet (Chord Bearing North 58° 26'47" West - 598.20 feet), to a f2 inch iron rod set at the point of tangency; THENCE, North 89° 18'46" West, continuing along said north line, for a distance of 278.14 feet, to a %2 inch iron rod set on a non -tangent curve to the left, having a radius of 55.00 feet, a central angle of 82918'58", and a tangent of 48.08 feet, THENCE, continuing along said north fine and with said curve to the left for an arc distance of 79.02 feet (Chord Bearing North 79' 59'32" West - 72.40 feet), to a %2 inch iron rod set THENCE, North 89° 18'46" West, continuing along sad north line, for a distance of 148.93 feet, to a 1/2 inch iron rod set in the west line of said 360.210 acre tract THENCE, North 00' 05'16" East, along the west line of said 360.210 care tract, for a distance of 275,94 feet, to a i/2 inch iron rot( set: THENCE, North 89' 46'26" East, deporting said west line, for a distance of 190.00 feet, to a i/2 inch iron rod set; - THENCE, North 450 04109" West, for a distance of 14.10 feet, to a %2 inch iron rod sett THENCE, North 00° 05'16" East, for a distance of 50.00 feet, to a /2 inch iron rod set: THENCE, North 45° 43'55" East, for a distance of 13.99 fact, to a f2 inch iron rod set on a curve to the right, having a radius of 225.00 feet, a central angle of 220 58'54", and a tangent of 45.74 feet; THENCE, along said curve, to the right for on are distance of 90,25 feet (Chord Bearing South 75° 52127" East - 89.65 feet), to a ij2 inch iron rod set at the point of reverse curvature of a curve to the [eft, having a radius of 225.00 feet, a central angle of 25050'34", and a tangent of 51.62 feet; THENCE, along said curve to the left for an are distance of 101.48 feet (Chord Bearing South 770 18'17" East - 100:63 feet), to a i/2 inch iron rod set at the point of tongency; THENCE, North 894 46'26" East, for a distance of 256.83 feet, to a %2 Inch iron rod set at the point of curvature of a curve to the left, having a radius of 275.00 feet, a control or ie of 57° 45'59", and a tangent of 151.70 feet; THENCE, along said curve to the left for on are distance of 277.26 feet (Chord Bearing North 60° 53'27" East - 265.66 feet), to a f2 inch iron rod set at the point of tangency; THENCE, North 324 00'27" East, for a distance of 155,62 feet, to a %2 inch iron rod set at the point of curvature of a curve to the left, having a radius of 275.00 feet, a central angle of 230 18'11", and a tangent of 56.71 feet; THENCE, along said curve to the left for an arc distance of 111.85 feet (Chord Bearing North 200 21'22" East - 111.08 feet), to a 1j2 inch iron rod set at the point of reverse curvature of a curve to the right, having a radius of 2646.00 feet, a central angle of 02° 08109", and a tangent of 49.32 Ctet; THENCE, along said curve to the right for an are distance of 98.63 feet (Chord Bearing North 09' 46'20" East - 98.63 feet), to a ij2 inch iron rod set; THENCE, South 79° 09135" East, for a distance of 138.00 feet, to a f2 inch iron rod set on a non - ton qq mt curve to the right, having a radius of 2508.00 feet, a central angle of 00' 49'07", and a tangent of'17.91 feet; THENCE, dong'soid curve to the right for an arc distance of 35.83 feet (Chord Bearing North 11° 14'58" East - 35.83 feet), to a /2 inch iron rod set; THENCE, South 78' 20'29" East, for a distance of 150,00 feet, to a 112 inch iron rod set on a non - to ant curve to the left, having a radius of 2358.00 feet, a central angle of 02° 19'19", and a tangent of 47,78 feet; THENCE, along said curve to the left for on we distance of 95,55 feet (Chord Bearing South 10' 29'52" West - 95.55 feet), to a i/2 inch iron rod set; THENCE South 48° 25'11" West for a distance o 39.34 feet to a inch iron rod set on a non- ( /2 tangent curve to the right, having a radius of 360.00 feet, a central angle of 17° 3714211, and a tangent of 55.82 feet; THENCE, along said curve to the right for an arc distance of 110.76 feet (Chord Bearing South 85° 41'33" East - 110,32 feet), to a i/2 inch iron rod set THENCE, North 34' 53'01" West, for a distance of 35,98 feet, to a f2 inch iron rod set on non- tongent curve to the right, having a radius of 2298.00 feet, a central angle of 024 37'49",ond a tangent of 52.76 feet; THENCE, along said curve to the right for an are astance of 105.49 feet (Chord Bearing North 10° 46'28" East - 105.48 feet),to a i/2 inch iron rod set; THENCE, South 77° 54'37' East, for a distance of 288.00 feet, to a %2 inch iron rod set on a curve to the left, having a radius of 2010.00 feet, a central angle of 00. 04'03", and a tangent of 1.18 feet; THENCE, along said curve to the left for on are distance of 2.37 feet (Chord Bearing South 121 03'21" West - 2,37 feet), to a f2 inch iron rod set at the point of compound curvature of a curve to the left, having a radius of 100.00 feet, a central angle of 1020 4'53", and a tangent of 124,04 feet THENCE, along said curve to the left for an arc distance of 178,46 feet (Chord Bearing South 39° 06'07" East - 155.70 feet), to a i/2 inch iron rod set at the point of tangency: THENCE, North 89° 46126" East, for a distance of 480.54 feet, to a %2 inch iron rod set at the point of curvature of a curve to the left, having a radius of 100.00 feet, a central angle of 73142'12", and a tangent of 74.95 feet; �? THENCE, along said curve to the left for on arc distance of 128.64 feet (Chord Bearing North 52' 55'20" East - 119,95 feet), to a 1/2 inch iron rod set at the point of reverse curvature of a curve to the right, having a radius of 1344.00 feet, a central angle of 080 36'57", and a tangent of 101.24 feet: THENCE, along sold curve to the right far an arc distance of 202.10 feet (Chord Bearing North 20'22'43" East - 201.91 feet), to a %2 inch iron rod set; THENCE, South 64' 02'04" East, for a distance of 144,47 feet, to a %2 inch iron rod set at the Point of curvature of a curve to the right, having a radius of 270.00 feet, a central angle of 55'15'32', and a tangent of 141.33 feet; THENCE, along said curve to the right for on are distance of 260.40 feet (Chord Bearing South 36' 2418" East - 250.43 feet), to a i/2 Inch Iron rod set at the point of compound curvature of a curve to the right, having a radius of 1940,00 feet, a central angle of 07° 26'16", a tangent of 126.10 feet; THENCE, along said curve to the right for an arc distance of 251.84 feet (Chord Bearing South 05903'23" East - 251.67 feet), to a 1/2 inch iron rod set; THENCE, North 88' 39'45" East, for a distance of 60.00 feet, to a %2 inch iron rod set on a now, ton ant curve to the right, having a radius of 2000.00 feet, a central angle of Of- 45'08", and a tangent of 30.59 feet: THENCE, along said curve to the right for an we distance of 61.17 feet (Chord Bearing South 006 27'41" East - 61.16 feet), to a /2 inch iron rod set at the northeast corner of a 19,341 acre tract, as described in Clerks File No. 00-RO116105, in said Deed Records; THENCE, South 89° 46'26" West, along the north line of said 19.341 acre tract, for a distance of 378.02 feet, to a ij2 inch iron rod set; THENCE, South 45' 13'34" East, continuing along said north line, for a distance of 14,14 feet, to a %2 inch iron rod set; THENCE, South 00' 13'34" East, continuing along said north line, for a distance of 50.00 foot, to a %2 inch iron rod sett THENCE. South 45' 25'05" West, continuing along sold north line, for a distance of 13.99 feet, to a Y2 inch iron rod set on a curve to the right, having a radius of 225.00 feet, a central angle of 21° 56'50", and a tangent of 43,63 feet; THENCE, continuing along acid north line and with said curve to the right for on arc distance of 86.19 feet (Chord Bearing North 760 42118" West - 85.66 fast), to a %2 inch iron rod set at the point of reverse curvature of a curve to the left, having a radius of 24' 29'41", and a tangent of 59.69 feet; THENCE, continuing along said north fine and with said curve to the left for on arc distance of 117.57 feet (Chord Bearing North 770 58'44" West - 116.67 feet), to a %2 inch iron rod set at the point of tangency; THENCE, South 891 46'26" West, continuing along said north line, for a distance of 210.60 feet, to a 1/2 inch Iron rod set at the point of curvature of a curve to the left, having a radius of 325.00 feet, a central ongle of 101° 25'46", and tangent of 397.28 feet; THENCE, continuing along said north line and with said curve to the left for on arc distance of 575,37 feet (Chord Bearing South 39003'33" West 503.10 feet), to a f2 inch iron set; THENCE, South 78' 20'40" (Hest, continuing along said north line, for a distance of 116.94 feet, to a %2 inch iron rod set at the northwest corner of said 19.341 acre tract; THENCE, South 12. 22'54" East, along the west line of said 19.341 acre tract, for a distance of 72,87 feet, to a f2 inch iron rod set: THENCE, South 89° 39'51" West, continuing along said west line, for a distance of 1.90 feet, to a %2 inch iron rod set on a curve to the left, having a radius of 2130,00 feet, a central ongle of 160 51'18", and a tangent of 315.58 feet; THENCE, continuing along said west line and with said curve to the left, passing a %2 inch iron rod set at 482.84 feet, being the southwest corner of said 19.341 acre tract for a total arc distance of 626.59 feet (Chord Bearing South 22045'58" East - 624.34 feet), to a %2 inch iron rod set at the point of reverse curvature of a curve to the right, having a radius of 2228.00 feet, a central angle of 30'57'25", and a tangent of 616.98 feet; THENCE, along said curve to the right for an are distance of 1203.79 feet (Chord Bearing South 151 42154" East - 1189.20 feet), to a I/2 Inch iron rod set at the point of tangency; THENCE, South 001 14112" East, for a distance of 180.85 feet, to a %2 inch iron rod set; THENCE, South 89' 45'48" West, for a distance of 18.00 feet, to a '/2 inch iron rod set; THENCE, South 000 14'12" East, for a distance of 61,59 feet, to a I/2 inch iron rod set at the point of curvature of a curve to the left, having a radius of 150.00 feet, a central angle of 900 00'00", and a tangent of 150.00 feet; THENCE, along sold curve to the left for an arc distance of 235.62 feet (Chord Bearing South 45° 14'12" East - 212.13 feet), to a %2 inch iron rod set at the point of tangency; THENCE, South 89° 45148" West, for a distance of 595,50 feet, to a %2 inch iron rod set in the east line of said 360.210 oars tract and the west line of said Northridge Addition Phase One; THENCE, South 00° 04'33" East, along said fines, for a distance of 35.00 feet, to the PONT OF BEGINNING and containing 91.407 acres of land, NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS THAT ELDORADO RANCH, LTD. acting herein by and through its duly authorized officers, does hereby certify and adopt this plot designating the herein above described property as GRAYHAWK PHASES 1& 11, an addition to the City of Frisco, and does hereby dedicate to the public use forever the streets and alleys shown thereon. The ELDORADO RANCH, LTD. does herein certify the following: 9 1. The streets and alleys are dedicated for street and alley purposes 2. Ali public Improvements and dedications shag be free and clear of all debt, Gans, and/or encumbrances. 3. The casements and public use areas, as shown, we dedicated, for the pubic use forever, for the purposes indicated on this plat. 4, No buildings, forces, trees, shrubs or other improvements or growths shallbe constructed or placed upon, over or across the casements as shown, except that landscape Improvements may be placed in landscape casements, if approved by the City of Frisco. S. The City of Frisco is not responsible for replacing any l provements in, under, or over any easements caused by maintenance or repair. 6. Utility easements may else be used for the mutuoluse and occommodation of public utilities desiring to use or using the some unless the easement Emits the use to particular utilities, said use by public utilities being subordinate to the public's and City of Frisco's use thereof. 7. The City of Frisco nerd public utilities shallot alitimee have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other improvements or growths which may In any way endanger or interfere with the construction, maintenance, or efficiency of their respective syal mo in the easements. 8. The City of Frisco and public utilities shallot agttmes have the fullright of ingress and egress to or from their respective easements for the purpose of construction, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or removing all or ports of their respective systems without the necessity at any time procuring permission from anyone. 9. AIlmodifications to this document shollbe by moons of plot and approved by the City of Frisco. [ :I:LCrZ `.tsISSiZsP]iLYlx�3aIIt W � x a n0 C UJ J R m o' U N W z m Z (T924a in M d pcu C.l nJ i��tD9� D u .w a J ,M m Z I- alb C,......tl- a G.a. aZa ¢' - ■ 4.'p m 7 ?.sa wt72 C w iFa�-. -i-t­ O a SURVEYOR'S CERTIFICATE , ZZ ,va KNOW ALL MEN BY THESE PRESENTS that i, WARREN L. _96IN, do harR I prepared this Final Pint and the raid notes from an actual and occurets corner monuments shown thereon were Properly placed under my personal with the subdlv(son Rpigpdations of the City of Frisco, Texas. CORWIN 4621 THE STA COUNTY in that the Before me, the undersigned, a Notery 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 foregon i instrument, and acknowledged to me that he executed some for the purpose and consideration therein expressed. THE STATE OF TEXAS COUNTY OF DENTON CITY OF FRISCO This plot Is hereby adopted by the Owners and approved by the City of Frisco (called "City') subject to the following conditions which shallbe binding upon the Owners, their heirs, grantees, successors and assigns: The Portion of Budd W, KK, & ZZ, as shown on the plot is called "Drainage and Fioodwoy Eosements" and Is the noturddrdnoge chowelwossing each lot. The existing creek or creeks traversing long the Drainage and Roadway Easement within the limits of this addition, willromcin as an open channel at all times and will be maintained by the owners of the lot of lots that we traversed by or adjacent to the drainage courses in the Drainage and Floodway, Easement. The City will act be Responsible for the maintenance and operation of said crook or crooks w for any damage to private property or person that results from the flow of water along said creek, or for the central of erosion. No obstruction to the noturaiflow of storm water run-off shallbe permitted by construction of any type of building, fence, w any other structure within the Drainage and Roadway Easement or the natural drainage channels, as hereinobove defined. Provided, however, It Is understood that In the event it becomes necessary for the City to erect or consider erecting any type of drainage structure in order to Improve the storm drainage that my be occasioned by streets end alloys In or adjacent to the subdivision, then In such event, the City shads have the right to enter upon the Drainage and Floodway Easement at any point, or points, to investigate, survey or to erect, construct and maintain any droinogo foaty doomed necessary for drainage purposes. Each property owner sho)Ikeep the noturo(drainage channels traversing w adjacent to his property dean and free of debris, silt, and any substance which wouki result in unsanitary conditions or obstruct the flow of water, and the City shatihave the right of ingress and egress for the purpose of inspection and supervision of rmokntmence, work by the property owner to deviate any undeshoble, conditions which may occur, The otureldroinage, through the Drainage and Floodwoy Easement, as in the case of ail natural channels, we subject to storm water overflow and natural band erosion to an extent which cannot be definitely defined. The City shall not be held Fable far any damages of any nature resulting from the occurrence of these naturolphenomena, w resulting from the failure of any struoture or structures, within the natural drainage channels. Mailing weal outside the Drainage and Roadway Easement line shag be filled to a nnnimum elevation as shown on the plat. The minimum flow elevation for each lot shabe as shown on the plat, The plot approved subject to oil platting ordinances, rules, regulations and resolutions of the City of Frisco, Texas. WITNESS, my hand this the?-) day of er 2002. BY: i intarmondeco GP, LLC, of intermwndeco, Ltd. STATE OF TEXAS COUNTY OF COLLIN Before me, the undersigned a Notary Public in and for said County and State, on this day personally appeared ISSAM KARANOt1H, known to me to be the person whose no" 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 seat of office, this�day of �� 2002. ^ MARYPHUDSON NolaryPubiic SlateolTexas MY Commission Expires n � 1011212004 � v P 6e: in nil fnr thin Stints ni T.soo Alft9l) BY T IT' C NCIL OF THE CITY OF FRISCO. TEXAS THIS THE DAY OF 2002. 2002. ­rMYOR CITY SECRETARY � t CITY ENGINEER Given under my hand and seal of office, this /"0 day of Qlaq2002 • PATRICK J. BALDASARO MY COMMISSION EXPIRES DECEMBER 8, 2005 1 QTOPUBLIC, T c F TEXAS FINAL PLAT OF GRAYHAWK PHASES I & II OUT OF THE J.D. HAWKINS SURVEY, ABSTRACT NO. 579 J.H. SHAHAN SURVEY, ABSTRACT NO. 1233 P.T. HOMES SURVEY, ABSTRACT NO. 644 IN THE CITY OF FRISCO DENTON COUNTY,TEXAS OWNER ELDORADO RANCH, LTD. 1401 BURNHAM DRIVE PLANO,TEXAS 75093 (972) 964-9050 PREPARED BY CORWIN ENGINEERING, INC. 200 W. BELMONT, SUITE E ALLEN, TEXAS 75013 (972)-396-1200 JANUARY 2002 SHEET 4 01 is i� b 0 0 m 0 as asto Z z 9 D m m N N Z 4 RA(' A s The 11"'.Tir i'rCf"''c ... 0 Siiet) the' WfiF,W AS, j`At ll`rl()NiE,R.y 'iofte 11, �11` the OW-(-X,Glt of 'Ond st"Id,to �t Inn I r's"o, i),nt"I Co,nly, ,errs. ov�,O (Ilto' "h0hon �Iw,ory� Ch�rih,f,-� %0 1 hui Cify of F, Shitho" "'J"for, ebst,oct No Oi3`F, �,I he ";k, 1, 5 r >,10- Oooty. reiofi. off,ite 'hCo, 't, !,I �0, Nock of <jyOOWt, I'loges 9, " it- i;drihor to the f�lty of I -il I)$ lics,":bco :fe I oil,, to "" fir,,v C <,,I. Of Grayo until, ;11(ifict, 1 0 <)OO'lio, to the C. 0, f-sco'as I"'s, lo, If" t-e P�o! ReColOs Or OcIlIft"I County, eeos, Ind "O>te r, volume ". o(opts 116, lf, ,n votorne �, tlof�trs 262 265 in the Pict Retire fit "Itoo ")!,I" if,,,Cn,. ri"o he"'d roo'o ualticu�ffrt, f oilov Pd,l,C,ior!y OrdiclChrid Ott fopr).fC RfoINNING, of 0 /, "c" rc,n 'C"o Jod or tIll sti,ioricst ochne, o!ro Ilot 1,5SO Oft'loa this OF Of a '/, ;nch i,on tod <; at Ine Southeast co(Cre, 0, roo Kit !(;, o,cod tor, •i,orb�e,,,t nol-'rerts" Corner if "i 12, Iniinq fl, fhe West ine of fitio "oWil Olive f5,1 R r�, W CC ,eNiN(_', 101 ,Cr of I ot 9. 0"0 befog ;1 the West fine Of floctes ,Obd;rta CttoR C w sou.', 71, tX-, I`f , till doper lng sort West ine Ono Oror,Q fine South fine of i,ol 13 and the South 2t C, , wo'!. de", tmr; ed'o ,o"t C,Ff n"o "O,�a the so"o, _et 10 nott toe foi� , IS no, to fine of sold � of t2, for 0 disto'ce of f2o,or'i toff:. to 0 '/2 r14h if on, roc. found (C. One SCudifmo, 9. -CO it !2G O, t, c /-1 Och rort f0d found or the, sournwe'li Corner Of j of Of, Ie�oq the r,ormhl �ofne, of ! of 12, ditto beviti; - the cost we Of 0 18 alrey Ond on •0 Cu"ll oc,tt�� "lie of solo lot I,, !A'. 10 011-IfF the "'It"I'dit cof,,a, of � of 9, <rSO fill "' me -Inif i",ri Or It '8 fafey ond On a Ion left. m"'Ing ", odfus of 1211/1 00 foot, 0, on!, oidna", Of '),ii It iongert 0" folit, colne I 1542,00 'cc., a Centroi angle of %39' 41 36' , had 0 t0liQe'! of to I'll•'i to the le !, novi"o a odi,j5 of 1HENU, ClOrt,) inn FOpit i,ne I" Sofd po6cy, ),;<J with food o�,,e to ih, ",if �,,r orI dl! 0,I feet. 26,11, 7 2 feet (""hot d fycfy�hq Nor -,h "o, o5 , 39 , 'Nes! 2 2-F feet), to 0, 12 nor iron rod found at hifff I- distance of 2iic (C�hold lot NICE, arctic, Suilit cost ine Fort With SOid ik)ive 10 she left for on of( storo' point of teritie corohlre of G curve to me fight, hovfnq a rostre, or 3124 00 feet, a cen'totorl lot Bed, Fr;O Nor if, 14' 29,39" West 260,56 'Flet), to it C/? inch too 'Oo found at the port Of reverse 02" 22*081 llnid 0 oingent of 64 59 feet. cuivowili, of o Curve to tne, :Ont, elov;f1a (I 'ad ;-,j 1)! 40 do feet, � Certiciao,rie of 88' 13'30' ,end I, THT NCE, Con -'ruing 010leg Staid tr One Old with said cur,ec to file "Grit for air idc distance of `.argent of 38,78 feet '29 17 feet Icho'd Rod! IS No,ti, -SO' No'Cef feet, to 0 /;` nfto or, •mt 'ourri 11 flE NCI Corlhruilo�' IsOriti to3in e(oC I title cott With curve to he f,gift lot or, arc ditito"Ce Of 61 F9 feet 59' Wal� tiong $010 east for , distance Of 20 of fact. to 0 IF . O'no", Renting North 24- 4618' Last feet, to a yl, ch ., on 'Ool found Of the pol't. of 15- fliENCE� Nor ih ?�>' f,6 ,odOnutnq inct, to,, tic,' loorto, at the �,O, thWelf., cotoe, Of incli t Ot 20, tei3O the in,Cfti(bo" of r;o'd ocst tnnQe,,,,,y, being it, the north fine, of ,Oili Lot onri trip S01aff2 ifir, of Swan :.orb 0,rvrr tSo C fHF,NCi, North 68' S,S 04E05f along the po,hr rer, Of said i'CO ihi and tire south hoe of said 18' !HCNCi1. No. o' CCZ- So 03 r OeCt, dialog rioth FOuoh 'be and the nolil, the of -ot to, a Olotonce f Mel,. for c y`7 incr, x,tm rod found; j�v , tonCe or 60 7�f cet, to, a log nO tact, to o I/, f,cf, fror too fou,;o At the roost 'nor thrr!y not invest corner of Sol((, i Of 20; tHi-NOt Nor to "" 4 4 51' East. -ordinuing ()long soft, north drift south neS. for 0 detOoCQ Of 20.C2 to /,, . feet, to 0, 112 rect, ron 'Oh found at the of th floto Carrier of at IS, De rig the frtittsifection Of said 18 7Hf-,N(`i , South 13' 06 f OoDG'tln<,' Sold S01th '� rc. for 0 d�stoocfr of !1, 21 ect, a rcr, 1 Sold f ufi�ri LOodc)(i 01SO being An 0 co"t, to toe right, havvCO3 a 'criwif of Allay and the West 1,,e 0, 1) - '00 or, found b the west Clete Jf Red lOWk ditto rernt; Or it curve to the ICft, hOlind 0 f011'us OF) Fee,. (I �erm, at ungT of !1- 07 r5' . dl�, o etintient of 167 84 'set, 1662 C If of 3,104,00 feet.", oend 6 finoie of 02' and 0 foriOect of 6625 feet ireoro; to Tna ;left for do arc.distance of 157 4,1F fe( t Hi NCI,, uIldlo rood ill 11fle and with sold curve to iont .or of, orc distance of 16t,84 feet ftJhold (3FG'1NNfNC ContOinc`9 0,6')! 60"q sofa West wan said curve 8,m,lno 15' f2'33' past 322 16 feet), to ih, POINT Of ond i(-'F,0!(! Beol'nq "'o'dh 29,5,5_9 in't '3�' 4 1" feet) fit I ernih Trott for, ho'n" of !he, putot o, ;�fo, oc. es Or 0"(11 levers" c,o'Or"ri of c curve to III, 1 01, oOlInq 0 aches of i'OnT Of,, feet. it !2' !� Or6 it ranoeni Of 144,h8 fcoi, went ire auno Wfg, sold clft,oi to tire for dll� Itsfor(,c if 288.Z7 "it it'll, Colltinu.nq ItOnF,' S"if We feet (Chord 8r,'O'loo 'Sout" 2�, -i5 59C. ib;t ,Fr 7 1, 4hel), to t,,e POINT Of F3E,1flNNrd(, Ond Sj Ovi Yoi< ri (Ij Ri%PICA7 C conrom;,m) � i"I9 acres or one KNOW Ai,i ME N RY 'Hi -j FIRf SENTS that 1, *ARS1 N 1 CORWIN, 00 celery Cer t;fy tnOt 3pltrpercd "his Amoodrid Plot (;fill' the fiee! notes From of, ortuo+ohd oocteropr survet, 04 tne CCOO hat the corner r'Offulne"h! sho,,, thereon Were property po<c(l under my Wh the suet lvnSoo Of for, Cry of i"it(ii 'c,,QCC day of 1002 Doted this the, ab • . Lk V: 521 NOW, '14F Rr i C'Rr Af tir S( f ur HOVE, L I, hog ne, Oi, by Ono hhfftugr� it, OfIll OlJ!no' '('(I Iner, he'riby cc,hfv rid offopt thoC plat de$jO;ocbnq the nere-ri above derforiOIC Proo,,ty as 1 10, if, ',,I, i"Cl< L & L04i, �-' 20� f�oOCK D, out of ORAYreAWK PHASt& li, an odd en to O,c fsf:o� o"o CIO" hereby dadirCrCr, to the public �ise to! ever. the Sheets ),C, dle,,S Sho,te, Toe e C ,c,,, �no ilOWS"FC does ler"', cerTfy the '00mong The S1rGcfS and aileytr orb ObCk(CIt,,d for Iffict or 011cY 017flo"CCI I 2, A4pu�>l1C (ot,'(we"'ots and "h6tho 1'er, itoo -€cor of 'Iloeti. "Fins. vo'unnbron;:eo 3 ?he rosernrints ono puntn' use d,emi. its Shaw", (),a offbo"')ted, for the QCdio use 'Fatt,rtf. for In' OOlp"OeS 'mitto"Clic on trrio Plot 4 No biAoingS, ufol�(`S, lrecssmuths or other "nplo"ehurnis Of gro,f,tris shal5t)e (011st"00(to or plaCer, opon, cor or O.Cloris the cOSCIMe"Is as son ,n, ri'llcept that land5copit, tool, be RC,l in p,,OO rd ,Cape e0sames, f approved by the Coy of flitc,' S. Pine City of Frisco is not esponSible for replacing any I1O1OClO1lehflF in, under, Of over 0),, ,mbnf-ftnt5 robs od by irodr,tric,ince or coal, I�nndmcon'00r�:uo ub!c at?i tics Ta,ty ors'rtrts loy 650 he 00 for the a,uteotose oi ^eftrr,m to use or using fine, some on;rfss for, soffe"Ont t4ihih; the 11c to port;,"ith t;Offfs. orOd y pudhC hijbas p, 11 being subordinate to the pubk S end 'Ity of Frisco 's use, the'lof. use bI 're ay of r,fscu Ohio pubs c 'uifolis seal et c.'I it ter nii,e too rigfr,k to remove, and cued d,no,eg S, Terns, "rotft or Other �frPrOverneo'S 01 grOltiIii afri, pofis of ony duildfriqfi, fon,iff ' ;naywhich p any way endanger or interfere with The cons tr uC rich, fr)(n,tmonce,01, off ccrhcy Of then r"Pecti,o syst"r-'s ;, the eosftrreotr; Ft ine City o, 1-retl end iblblo ttftites shollot alitimcs htt'n the 1"tt,iont )lcrfs ood "thoss to of from their respective co'ernitru; for the purpose of coost,octior" reco"Irocting. espectinq, ri(orolilnq, mo;ntairnO3. , Frodioo meters, and Oddilq to or portsof Their respech,, syt;tFirns Without fhtf 'ectess't, d, any hCrie blr><OrrmG from rtrioc,e q &looldficctlonrf to this docwnrmt snrtLofi by means Of Ci,or and oppro'co by the (,'it) Oi CC .his or-erldrid "for OuP'n"d i;ubjec!i t, It, 0 Cti""o ti'd"ont's, cr�l ci'ont, and tie t, I', "sc 0, ff'os "-`- ,I -i Iti -,-y WfTNi,SS, C-,y und Into the 2002 I Auy at '-AC'f/M('N;-' Rt Y HOIALS, LP Ad Ari70no lim�om partnership �R,!.Nf F, �N W i"of or M', it L X AS T1. iN' 11,C 410- P j S, No � 4621, or, Aruiold COlvilf0hOel 1,11t, o,, S-/,30 17,06-F Oenitrof Par tnnT A 14. 2 1' WARREN L. CORMN ored he 4621 ',fit- STAYS_Of 'CXAiCC -If F It AS F COC iN 0 , A NQ I, N.Y 0; ('01 1 IN A COONTY 0 oe� sulk Before loc, the under Signed, 0 wol"y Putin: i" cold fat the Otate, Of lexcei, on th's any Z\= •02' 3 1 36 cor 5<>,)C,J!y pferz;cr, rose riame 's StO�e, 0'1 tris ace, 11 oppoo,1C CeARRFN C CORWNCF010-11 to file if, hC t"o, a I:Oulty Iffirr ulismthed to the Foregoing nshwy,wo, ono ockno.leoged to me that he oneouten iCarno to, tine Refm a rne, toe indetrigned I! Notirr y Pub�ir it, and 'a, Sol R of 3004 00, L ,, -,AVIN. koo.rf to e rudne is subsClitted P"Itiose, end cohs�oc'otxor, The"e", col"essoO parson oppeored ftliCHAt life to ". the person whose onto 0 e,,r, Pilot no e..coired some for the b,olOOse dr<! ClrOT- 66 . 2� to the f0firgotno xienoMod"'d to 48 S;Ven older my hand and seo;oe off-ce. tbs, day >1,Ja(y, 2()02 consIdellobon the'rn't expressed. C= 132 47 bFIEN SPACt nod sto,ior th"C C1104i Of v. 2 00 2 let my nond N250 46'39"W S29'55'49"L F 1 1 ed FOr' Recor'd Gweo und PATRICK J. BALOASARO c"'ood 'In 20.bi, DENTON COUNTY, TX . ...... JOAN P. WIDBY MY COMMISSION EXPIRES CYNTHIA MITCHrt-L. COUNTY Not Public, State of Texas On y ac b. or Ada 01 CLERK DECEMBER 8,2005 N X My CommUm EVkes ol� exos October 22, 2005 At I I 16am Reclt.,,Dt it: 434i�4 A= 02* 2? 08 -32.00 0<hC/NQMt TfjF �,'JTY S' FRI, CO, if AS Tfj:S T DAY `F "IF R= 3124,00' 6.00 At'i"POVED gy "'if (�,Tl SOUNCIt- Of S _X T = 64. 59' 6= 12' 11 55 Doey'Num 200a-R0095383 R= 1354 , 00' Do-/Tyfje PLA L= 129. 17' C= 129. 1 6`� T= 144. 68' N71* 44r5l"E Delauty -C-Ill `8= N30" L= 288. 27 20.02' ----------- 00'33"W 20 x 2, 3 287.73' MAYOR B 7, 525'05'39"F, rill ar ,5 51,0O . .......... 60 ?,b5 S SITY SE oR ;R Ce Oa 8801330" og Pet `, QGS r" R=i 40-00' 110" S8. 78 N( INE L= 61-59' to CO3 % Io C -- 55.69' A= 42*11'55" lIN B= N24046'18"E, Iz 14 R� 1234.00' 131.86, NA R, T M f'-N-1 Z�= 11'07'25" 262. 72 R= 1662-00' C= 262.23' Tfif 161.84' f GRAYHAWK PHASES 1& 11 R= N25" 05' 39 "W L= 322-66' fit IN ",%I; 1.:, C= 322-16' 000 1 13- S15'12'33"L A, If I a 1�, - e 'I IN cc,, I LOTS 10-15, BLOCK E & 1 j 24 OF HFOINMNEI, LOTS 13-2 09 BLOCK D if ch, t_'FCA� 7 'E I I ir A_09' 41 36 IGRAYHAWK PHASES 1& 11 0 R= 1542 - 00' 2if T= 130, 75' NOTE fF-E PUR Otit; Of rtifS AM�NDElo PC Af 260-88' J.H. SHAHAN SURVEY, ABSTRACT NO. 1233 fC,, �S TO ADJUS! TFit- 1 0! WIDTHS 01' y ogc C= 2,60. 56' NG'Erf: F)O 11 2,0, PLOCK D l 0 Tl, !0- 15, 8�-Ot,'K I- "N T B= N14029'39"W* it, (I r geari,obr to Ofayrtnith, Phoses f, ClTY OF FRiSCO ORY 2 y,,' i,or, rods Fifth CORWIN '�N(3R INC " set et24 MfGR PIT DENTON COUNTY, TEXAS F PROJFC7 allboundory cornets. tfloce, corners , pouts of -WE I I - OWNER LOCA, IONf C.rilDior ft. boohe of tolicency thic of"';Irt pofnts LEGACY/MONTEREY HOMES, P. In public right a' Way unfffos Ozhef-wlse note<,, -0) 0 oil, X� S. ridicake-s 1()'xtQ 1111(tt'( E,:,,,ncnt "r 580- 4. 8,1, Bulrding r-me n 15 Rnd 0 : x Ll I, F? t ta I PREPARED BY u,", utitty Easement, Oe CORWIN ENGINEERING, INC. R r itch Rod Couno' fog I un, lift, Con OF IV,, -,, I -S if 8 - 'I; On lon"ItO"'lid TOTAL t-O -1 - 4 - ke & idwe LOS,. Olt Iledic<Ood to by Asso�iot�ol, cf icelleol,o'�, If, iOIAL ACRES :r Norco' solma 0, Portion Of into, qdd�uon !)v 'oetlit, (Orn no'nor, S Ci 'folohor, of y o'deg "('r, oroT Ofobi ow if"Il S ld.b)o<t to erf DEVELOPED TO PD-SF-5 IRACT 1 STANDARDS coof N,t1h0�d;rO or on, nuftifnq Or"O"Tv" I0,1,11ON %uil ca Nz M ch ch 5 0 0 Co z z 0 ft, f f i � 1 f f f f f ' 1 ( ( Ih sty q� i V ( t s` o• i ff I p Gv i ( 1 -i I IN --a yi *f 0 t! W t e J.O..•/WtM S Wl A6aTMCT xo,,2YY _---Ja-(w.—dA BtRWy ---- o TAf T 14.679 bi -r; MI w SEE SiEET 2 Oi 5 YU2 OETM1R � •'s \ \_ _ O LOT 2aF�t4 D.956sD GRA A AY GRAYNAWK ASS I I $"2 3OF HOMEOWN00 WEILv)I, 1�,�_..__._._zba.2a• � � +^ zo�oo'__ zacq„ a.w' ea.2e' 74.a7 � _ tA0• U`12^'iY FJ1.7S' � _ ._..—.,.._...o----.—._._._. _ —. . _. � _ __ "zrtsr - �s•i�e. 7,�.a' 70,W i nosy za ao� 69.w• CtOC 1IMMAY 6 V.:g5b5 LOCATION MAP .Is, 2 OF �ATCHU� SNEE��„�• u � 5 iz•v."sc`__ I I i _ s•UE »- _ _ __ + 0'el, i 8 LOT 32 BLOCK L $ 0.639 ACRES I a 2 3 I )EMATEO TO AMD AWNTAi?!EP) v a BY GRAYHAWK ASSOCIATION I 1 Q y, OF HHME OOWNERS, ING I i s sUs. I i zap tIIm'Au.Ev [ % & .! Or ono 1A 4h11 . 0 I Ui Ui 600 1:!I, 16 00 350 f) A= 90000,00" R= 150.00' T= 150.00' L= 235.62' C= 212.13, B= S45014'12"E 0 R�'Gg,R00kAg9 Cv,Ky A= 30°57'25" R= 2228.00' T= 616.98' L= 1203.79' C= 1189.20' B= S15942'544E NOTES: 1, Bearings referanced to Deed No, 99-RO114439 2, J2" iron rods with "CORWIN ENGR. INC." set at all boundary corners, block corners, points of curvature, points of tangency, and angle points in public right-of-way unless otherwise noted 3. - Indicates 10'x10' Electric Transformer Easement. 4. D.E. - Drainage Easements. B.L. - Building Line. U.E. - Utility Easements. IRF - Iron Rod Found S.S.E - Sonitery Sewer Easements. P.S.E. - Pedestrian & Sidewalk Easements. L.I.S.M.E. - Landscape, Irrigation & Sign Maintenance Easement. H.B.E. - Hike & Bike Easement dedicated to & maintained by Groyhowk Association of Homeowners, Inc. - Street Name Change 5•. "Notice: Selling a portion ;of this addition by metes and bounds is a violation of city ordinance and state law and is subject to fines and, withholding of utility and building permits". 6. 25',R.O.W. Dedication to City of Frisco and maintained by Groyhawk Association of Homeowners, Inc. for landscaping and screening purposes only. 7. Lot 1, Block V; will not be allowed driveway access from alley. inE IORTrIDLE ADDITION PHASE ONE VQL. S, PG. 209 - 0 50 100 200 SCALE Y' - 100' y>vGPC F��� No p0 R OSg105 GyE,aX A= 14' 20' 50" R= 2526.00` T= 317.92' L= 632.52' C= 830.R7' / 55 d= 16*51'18" R= 2130.00' T= 315.58' L= 626.59' C= 624.34' B�-- S22°45`58 - y3 4 88 - c13 y9� R. L136gI R - y3 1, qt4 - 43 1p y 7 S r DO '734 G P p � 1 „tom LOT DEVELOPMENT_STAN PD-SF-5 (TRACT I) BLOCK A LOTS 1-28 BLOCK B, LOTS 1-15 BLOCK CLOTS 1-32 BLOCK D, LOTS 1-38 BLOCK E, LOTS 1-32 BLOCK F, LOTS 1-25 BLOCK R,LOTS 1-7 BLOCK V,LOT 1 PD-SF-5 (TRACT 10 BLOCK 0, LOTS 1-12 BLOCK L, LOTS 1-7 BLOCK O,LOTS 1.8 C13 z m m M w 4v r, OL 6 �� v px g -J eD n D o7 L W iE p1 •' •� .. I .. 11•p ' m S 2 GQ Z .Q) :d -I-- C) O�~ CL 1 .L_---,1+y7__._ U H-V-k! L) at OO �yQ � Rdb• aS4a'F tso.0o' � .� — —�._ — ... $ ( - y99.4548"W So.091 � Iw I ran / 6• Y3.36'00• '4 1 l•tU.99' J-.. �I r Sd 63' — I � _ Goo' i2.S5' R. MI w2o` 0 T' Sa SUE roa•,vn-W i si5•{£? i ni � Qii N8A•A5'ba'E '•o.e.-.�3dcTas'aa-w'-��'u�oo�rn'E I bsoo' LOT 29 BLOCK A 0.975 ACRES ( V I I DEDK:ATED TO AND WANT D I i q ( BY GRAYNAWK ASSOCWr MI OF HOMEOWNERS, INC. / i 1 EASEMENT DETAIL LOTS 29 BLOCK A SCALE V - 50• ' I `-- _ _L t �- 1 troz O d 1 ll t i LOT 32 BLOCK L .l{y I a839 ACRES �vAM i I DEDICATED TO AND MAWTAWED 6,4' BY GRAYHAWK ASSOCIATION f I ( OF HOMEOWNERS, INC.}}l �G Ij it , it EASEMENT DETAIL LOTS 32 BLOCK L SCALE V - so - SEE SHEET 2 OF 4 FOR CURVE AND LINE INFORMATION FINAL PLAT OF GRAYHAWK PHASES I & II OUT OF THE J.D. HAWKINS SURVEY, ABSTRACT NO. 579 J.H. SHAHAN SURVEY, ABSTRACT NO. 1233 P.T. HOMES SURVEY, ABSTRACT NO. 644 IN THE CITY OF FRISCO DENTON COUNTY,TEXAS OWNER ELDORADO RANCH, LTD. 1401 BURNHAM DRIVE - PLANO,TEXAS 75093 (972) 964-9050 PREPARED BY CORWIN ENGINEERING, INC. TOTAL ACRES s1.4o7 200 W. BELMONT. SUITE E TOTAL LOTS 204 ALLEN, TEXAS 75013 (972)-396-1200 JANUARY 2002 SCALE: V-100' SHEET 1( M O D N Z � z 3_ Z yC3 „ ` m �,] N89° 18'46"W 13.21, 0 50 100 200 SCALE 1" - 100' ELDORADO PARKWAY (F.M.2934) (VARIABLE R.OWA e��RKSSE�°� Na•gQi 1 ��_"_ _ te9• a3'4B'L SOS.00' PD-SF-5 (TRACT D BLOCK A. LOTS 1-28 BLOCK B, LOTS 1-15 BLOCK C. LOTS 1-32 BLOC( O, LOTS 1-38 BLOCK E. LOTS 1.32 BLOCK F. LOTS 1-25 BLOCK R, LOTS 1-7 BLOCK V,LOT 1 PD-SF-5 (TRACT I) BLOCK a, LOTS 1-12 BLOC( L, LOTS 1-7 BLOCK CLOTS 1-8 CURVE NO. DELTA RADIUS LENGTH TANGENT 1. 01'11'00" 5679.58 117.30' 58.65' 2. 31°24'49" 91.00' 49.89' 25.59, 3. 02'37'07" 3630.00' 165.91' 82.97' 4. 01'09'15" 250.00, 5.04' 2.52' 5, 00'22'16" 3625.00' 23.47' 11.74' 6. 22'58'54" 225.00' 90.25' 45.74' 7. 25°50'34" 225.00' 101.48' 51.62' 8. 00°49'07" 2508,00' 35.83' 17.91' 9. 02019'19" 2358,00' 95.55' 47.78' 10. 17°37'42" 360.00' 110.76' 55,82' if. 02°37'49" 2298.00' 105,49' 52.76' 12. 00004'03" 2010.00' 2.37' 1.18' 13. 73°42'12" 100.00' 128.64' 74.95' 14. 21.33'13" 2030.00' 763.65' 386.39' 15. 03°11'40" 2328.00' 129.79' 64.91' 16. 14°20'50" 2328.00' 582.94' 293.00' IT. 12°17'27" 2508.00' 538.01' 270.04' 18. 02°09'58" 2508.00' 94.82' 47.42' 19. 02°10'25" 2526.00' 95.83, 47.92' 20. 20°08'46" 1832.00' 644.16' 325.44' 21. 20'09'35" 1850.00' 650.93' 328.87' 22. 08°00'34" 1850.00' 258.62' 129.52' 23. 07'59'45" 1832.00' 255.66' 128.04' 24. 90000100" 40.00' 62.83' 40.00' 25. 64009'29" 150.00, 167.97' 94.02' 26. 109°47'26" 55.00, 105.39' 78.24' 27. 44°45'34' 55.00' 42.97' 22.65' 28. 09'24'12" 1687..00' 276.87' 138.75' 29. 21°33'13" 1687.00' 634.62' 321.10' 30. 03°11'40" 2671.00' 148.91' 74.48' 31. 00°32'ii" 2671.00' 25.00' 12.50, 32. 88013'31" 40.00' 61.59, 38.78' 33. 19'06'15" 1542.00' 514.15' 259.48' 34. 21°01'55" 1524.00' 559.43' 282.90' 35. 30°57'25" 1379.00' 745.08' 381.87' 36. 03011'40" 2979.00' 166.08, 83.06' 37. 00°28'51" 2979.00' 25.00' 12.50, 38. 02022'08" 3124.00' 129.17' 64.59' 39. 02°22'25" 3142.00' 130.17' 65.09, 40. 30'57'25" 1216.00' 657.01' 336.74' 41. 30'57'25' 1234.00' 666.73' 341.72' 42. 30057'25" 1071.00' 578.66' 296.58' 43. 03'11'40" 3287.00' 183.26, 91,65, 44. 00026'09" 3287.00' 25.00' 12.50' 45. 02'26'35" 3432.00' 146.34' 73.18' 46. 02°26'49" 3450.00' 147.34' 73.68' 47. 30'57'25" 926.00' 500.32' 256.43' 48. 30*57125" 908.00' 490.59' 251.44' 49. 177°57'32" 55.00, 174.75' ---' 50. 15'21'26" 758.00' 203.17' 102.20' 51. 15°21'25" 250.00' 67.01' 33.71' 52. 15°36'00" 758.00' 206.38' 103.83' 53. 25°47'00" 109.00, 49.05' 24.95' 54. 03°11'40" 3600.00' 200.72' 100.39, 55. 00035'33" 250.00' 2.58' 1.29' 56. 05°44'33" 250.00' 25.06' 12.54' 57. 00°23'52" 3600.00' 24.99' 12.49' 58. 05'27'48" 2328.00' 221.98' 111.08' 59. 12°34'48" 2148.00' 471.62' 236.76' 60. 01'59'38" 2148.00' 74.75' 37.38' 61. 20'23'13" 2210.00' 786.36' 397.38' 62. 08°14'12" 2210.00' 317.70' 159.12' 63. 09'24'12" 2030.00' 333.16' 166.96' 64. 74°11'05" 360.00' 466.12' 272.19' 65. 79°19'49" 360.00' 498.45' 298.51' 66. 65°48'38" 360.00, 413.50' 232.94' 67. 70'14'21" 360.00' 441.33' 253.20' 68. 01'11'00" 5669.58' 117.09' 58.55' 117.30' N89'54'30"W 49.27' N74°58'50"E 165,90' N29°16'30"W 5.04' 1,168°54'46"E 23.47' N27°47'23"W 89.65, S75°52'27"E 100.63, S77418'1T"E 35.83' N11'14'58"E 95.55' S10'29'52"W 110.32' S85041'33"E 105.48' N10'46'280E 2.37' S12003121"w 119.95' N52455'20"E NOTES: 1. Bearings referonced to Deed No. 99-RO114439 2. V2' iron rods with "CORWIN ENGR. INC." set at all boundary corners, block corners, points of curvature, points of tangency, and angle points in public right-of-way unless otherwise noted 3. :) Indicates 10'xlO' Electric Transformer Easement. 4. D.E. - Drainage Easements. B.L. - Building Line. U.E. - Utility Easements. IRF - Iron Rod Found S.S.E - Sanitary Sewer Easements. P.S.E. - Pedestrian & Sidewalk Easements. L.I.S.M.E. - Landscape, Irrigation & Sign Maintenance Easement. H.B.E. - Hike & Bike Easement dedicated to & maintained by Groyhawk Association of Homeowners, Inc. 4 - Street Name Change 5. "Notice: Selling a portion of this addition by metes and bounds is a violation of city ordinance and state low and is subject to fines and withholding of utility and building permits". 6. 25' R.O.W. Dedication to City of Frisco and maintained by Groyhawk Association of Homeowners, Inc. for landscaping and screening purposes only. 7. Lot 1, Block V will not be allowed driveway access from alley. CIf q P. WAY TIM, 29s41 LOCATION MAP N 'S. 1 8 Jve, n 7 / / EASEMENT DETAIL LOTS 7 & 8 BLOCK B SCALE T' - 'wo' TOTAL ACRES 91.407 TOTAL LOTS 204 2 Ilo'3 LINE TABLE w-U ,VM li DISC •' •• •' y 0004 704 CLW1�W 45°04L&d W 14.) t00 U U a ' 48°2 3 W 3F 1F.0000 34°5W 3 .�.g.T'Gtn 45°13'34" E 14.14' 00°13'34" E 50.00, 45025'05" W 13.99' 89°45'48" W 18.00' 00°14'12" E 61.59, i 73°21'47" E 14.23' 16°37'34" W 14.05' { 72°37'49" E 14.05' 17'22'11" W 14,23` 4 59000'57"E 14.23' 16640'31" W 14.06' 73019'03" E 14,22' 16042'34" W 14.07' 173-17'06" E 14.21' 16'44'13" W 14.08' t 73015'30" E 14.21' 1 16°45136" E 14.08' 1 28°26'41" E 13.80, 1 74°24'23" E 33.83, 59°13'03" E 13.90' { 45°14'12" E 14.14' { 44045'48" W 14.14' 1 44°45'48' E 35.52, 45°14'12" E 35.19' 1 33455'36" W 18.03' 23021'13" E 51.27' 54°36'33" W 20.00' i 89'39'51" E 18.55, 1 63°38'07" E 20.06' 131°2628" E 20.04' 25°43'12" E 20.02' 31°2953" E 20.04' 1 25°46'39" W 20. 02' 31'39'11" E 20.04' 25°56'05" E 20. 01' 30003'49" E 20.01' 1 11035'16" W 20.01, 1 24°12'22" W 20.04' 31'47'33" E 20.04' 1 07°41'00" W 20.01' 11°35'48" E 20.01' 05041'49" E 20.05' l 11°24'35" E 20.01' 1 13634'59" IN 20.05' 1 07'52'13" W 20.01' l 55°08'27" E 14.27' 35°51'39" W 14.27' 1 03°05'56" W 20,03, 1 02°37'33" E 20.03, 87'23138" E 20,16' 1 87000'02" E 20.75' 1 66°01'16" E 20.02' 1 71644'510 E 20.02' 45°14'12" E 21.23' 1 44.4548" E 35.52' 35°46'35" W 14.25' 1 55003'22" W 14.25' 54'12'33" E 14.04' 34955'45" W 14.04' 1 31'43'02" E 14.23' 1 48'32'24" W 39.34' 1 34945'49" E 35.98' 1 47005'10" E 36.87' 1 49'30'37" W 38.33' 1 46°54'51" E 36.75, 49°41'01" E 38.46' LINE NO. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10, if. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. 41. 42, 43. 44. 45. 46. 47. 48. 49. SO. 51. 52. 53. 54. 55. 56. 57. 58. 59. 60. 61. 62. 63. 64. 65. 66. 67, 68. 69. 70. 71. FINAL PLAT OF GRAYHAWK PHASES I & II OUT OF THE J.D. HAWKINS SURVEY, ABSTRACT NO. 579 J.H. SHAHAN SURVEY, ABSTRACT NO. 1233 P.T. HOMES SURVEY, ABSTRACT NO. 644 IN THE CITY OF FRISCO DENTON COUNTY,TEXAS OWNER ELDORADO RANCH, LTD. 1401 BURNHAM DRIVE PLANO, TEXAS 75093 (972)964-9050 PREPARED BY CORWIN ENGINEERING, INC. 200 W.BELMONT,SUITE E ALLEN, TEXAS 75013 (972)-396-1200 JANUARY 2002 SCALE: 1"-100' SHEET'2 OF r L,, U c weal 3 07 c o UO v 1 ti M ... U J CMdt09 m M (Y (D A D D T ro o 0 r7h D � W A� 2 C 3 = A m N 3 z m 0 n N45 13.99, N v�10 s26 ,� 1 o z 0 50 100 200 SCALE: P' - 100' A. 02"08,09" R= 2646.00' T= 49.32' L= 98.63' C= 98,63' B= N09046`20"E p= 23°18'11" R= 275.00' T= 56.71' L= 111.85' C= 111.08, B= N20°21'22"E p= 57*45,59" R= 275.00' E495 �� ND g9.RO�aa39 C= 265.66' B= N60°53'27"E O4E,R ^ry 2 - WEST TALON DRIVE �_�. -- $BP'4626"M 9fJ50' OPEN SPACE/DRANAOE & FLOODWAY EASMENT LOT 9 BLOCK W 13.78+ ACRES DEDICATED TO AND MNWAINED BY GRAYHAWK ASSOCIATION OF HOMEOWNERS, INC. SW 24'24'W 'V.ppp• N)3'21'29"W Y} N8901188'46"W 278.14--- '"' ^ N22.50'2.Y'C �'xion p= 82018,58" VTanyu WNT- R= 55.00' "+ T= 48.08' C= 72.40 p= 61"43'57" W ", R= 58300 8= N79 59 32 W T= 348:45' VIONIES, UP L= 62 EEGFOY/MONTNRFOO R00116105 C= 596024' G1xxs v1LE B= N58 26`47"W p= 08*40'41 R= 275.00' T= 20.87' L= 41.66' C= 41.62' B= S72000'L_ S78< P38.00'� t OPEN SPACE LOT 9 BLOCK JJ 2.331 ACRES DEDICATED TO AND MAINTAINED 8Y GRAYHAWK OF HOMEOWNERS, INC, ON _ u 4 e4,p 3)to S770 37"E -,. , 288.00" LOT 9 2.34 7RCATED T( BY GRAYHAI p= 08'36'57" R= 1344.00' T= 101.24' L= 202.10' p= 102014'53" C= 201.91' R= 100.00' B= N20®22'43"E T= 124.04' B= S39° 06' 07 "E �010 Fp6 NO 99 R0 aa39 C Gy'h N89'46'26"E_ 480.54.' OPEN SPACE/DRAINAOE & FLOODWAY EASMENT LOT 8 BLOCK KK 8.870 ACRES DEDICATED TO AND MAINTAINED. BY GRAYHAWK ASSOCIATION OF HOMEOWNERS, INC. 5UG fl'-w=,"T A ITflAf'T NO6t4O. S 9R_y eM /n f / /Pv p Ip= 101 ° 25' 46" R= 325.00' T= 397.28 L= 575.34 �C= 503.10' B= S39°03 33 W F K/D 1 Ld W.02 LOCATION MAP N.T.S. UW' ,,,EAST TALON DRIVE - _ ' 4A'Go' n �ivN vv p 24°29'41" R= 275.00' T= 59.69' L= 117.57' C= 116.67' B= N77°58'44"Wi vSGERK. Mf\V ' K J CJ .. z 1v EL }J 011uig m i �w _ ca- L) !�3 m of y d li# rn......tL C u m v:�s ^ ¢ aY7 rn -- V 0 .aides O EZ'i- a o�.�� a 70 -''p zZ uu(10oo 44� p= �''15132nctiac000 R= 270.00' T= 141.33' L= 260.40' C= 250.43' B= S3624'18"E p= 47026'16" R= 1940.00' T= 126.10' L= 251.84' C= 251.67' ` B= S05.03'23'E w 4 / 60 80' 9'45"E 01 ° 45' 0 R= fi R= 2000.00' # T= 30.59' �®�._.._ L_ 61.17 46`26'"W 378.42' C. 61.16' B= S00° 27' 41 "E gyp= 21056'54" R= 225.00' T= 43.63' L= 86,19' 1 C= 85.66' { B= N76°42'18"W SEE SHEET 2 OF 4 FOR CURVE AND LINE INFORMATION FINAL PLAT OF GRAYHAWK PHASES I & II OUT OF THE J.D. HAWKINS SURVEY, ABSTRACT NO. 579 J.H.SHAHAN SURVEY, ABSTRACT NO.1233 �._ P.T. HOMES SURVEY, ABSTRACT NO. 644 IN THE CITY OF FRISCO DENTON COUNTY,TEXAS OWNER ELDORADO RANCH, LTD. 1401 BURNHAM DRIVE PLANO, TEXAS 75093 (972) 964-9050 PREPARED BY CORWIN ENGINEERING, INC. 200 W. BELMONT, SUITE E ALLEN, TEXAS 75013 (972)-396-1200 - JANUARY 2002 SCALE 1"-100' SHEET Z r!m LOT 9 BLOCKtt LEGAL. DESCRIPTION WHEREAS, ELDORADO RANCH, LTD, is the owner of a tract of land situated in the P.T. Homes Surve Abstract No. 644, J.H. Shahan Survey, Abstract No. 1233, J.D. Hawkins Survey, Abstract No. 5 9, in the Cityy of Frisco, Denton County, Texas, being out of a 360,210 acre tract, as described in Clerks File No. 99-RO114439, in the Deed Records of Denton County, Texas, and being more particularly described as follows: BEGINNING, at a Ijz inch iron rod set at the southeast corner of the 360.210 acre tract and being in the north line of F.M. 2934 also being in the west line of Northridge Addition Phase One, an addition to the City of Frisco, as described in Volume S, Page 209 in the Plot Records of Denton County, Texas; THENCE, South 89' 29'00" West, along the south line of said 360.210 acre tract and along the north line of said F.M. 2934, for a distance of 110.20 feet, to a %2 inch iron rod set; THENCE, South 89' 30'00" West, continuing along said lines, for a distance of 1930.40 feet, to a '/2 inch iron rod set at the point of curvature of a curve to the right, having a radius of 5679.58 feet, a central angle of Ot°1P00", and a tangent of 58.65 feet; THENCE, continuing along said lines and along said curve to the eight far on arc distance of 117.30 feet (Chord Bearing North 891 54'30" West - 117.30 feet), to a J2 inch iron rod set at the point of tangency, THENCE, North 89° 19'00" West, continuing along said lines, for a distance of 58.64 feet, to a %2 inch iron rod set; THENCE, North 870 53'04" West, continuing along said lines, for a distance of 190.07 feet, to a i/2 Inch iron rod set THENCE, North 00° 41'14" Eost, departing said lines, for a distance of 799.73 feet, to a i/2 inch iron rod set: THENCE, North 89° 18'46" West, for a distance of 13.21 feet, to a %2 inch iron rod set being the most southern southeast corner of a 19.172 acre tract as described in Clerks File No. 00-RO116105 in said Deed Records; THENCE, North 000 41'14" East, along the south line of said 19.172 acre tract, for a distance of 18.00 feet, to a i/2 inch iron rod set an a curve to the left, having a radius of 91.00 feet, a central angle of 31°24149". a and tangent of 25,59 feet: 9 THENCE, continuing along said south tine and with said curve to the left for an arc distance of 49.89 fast (Chord Bearing North 74' 58'50" East - 49.27 feet), to a 'j2 inch iron rod set at the point of tangency; THENCE, North 59016'25" East, continuing along said south line, for a distance of 9.31 feet, to a V2 inch iron rod set on a non -tangent curve to the right, having a radius of 3630.00 feet, a central angle of 02' 37'07", and a tangent of 82.97 feet; THENCE, continuing along said south line and with said curve to the right for on arc distance of 165.91 feet (Chord Bearing North 29' 16'30" West - 165.90 feet), to a /2 inch iron rod set on a non - tangent curve to the left, having a radius of 250.00 feet, a central angle of 01' 0915", and a tangent of 2.52 feet; THENCE, continuing along said south and with said curve to the left for an arc distance of 5.04 feet (Chord Bearing North 68054146" East - 5.04 feet), to a %2 inch iron rod set on a non -tangent curve to the right, having a radius of 3625.00 feet, a central angle of 00' 22116", and a tangent of 11.74 feet; THENCE, continuing along said south line and with said curve to the right for on arc distance of 23,47 feet (Chord Bearing North 27'47'23" West - 23.47 feet), to a YZ inch iron rod set; I THENCE, North 62' 00'03" East, continuing al ng said south line, for a distance of 1099.04 feet, to a %2 inch !ran rod set being the southeast corner of sold 19.172 acre treat on a non -tangent curve to the right, having a radius of 2526.00 feet, a central angle of 14020'50", a tangent of 317,92 feet; THENCE, along the east tine of said 19.172 acre tract with said curve to the right for on are distance of 632.52 feet (North 20°15'31" West - 630.87 feet), to a i/2 inch iron rod set being the northeast corner of said 19,172 acre tract THENCE, South 764 20'52" West, along the north Eno of said 19.172 acre tract, for a distance of 81.68 feet, to a 1/2 inch iron rod set at the point of curvature of a curve to the left, having a radius of 275.D0 feet, a central angle of 08' 40'47", and a tangent of 20.87 feet; THENCE, continuing along sold north fine and with said curve to the left for an arc distance of 41.66 feet (Chard Bearing South 721 00'29" West - 41.62 feet), to a 1/2 inch iron rod set THENCE, North 70° 14'43" West, continuing along said north line, for a distance of 14.61 feet, to a %2 inch iron rod set on a curve to the left, having a radius of 583.00 feet, a central angle of Cl* 43'57", and a tangent of 348.45 feet; THENCE, continuing along said north fine and with said curve to the left for an are distance of 628.15 feet (Chord Bearing North 58° 26'47" West - 598.20 feet), to a f2 inch iron rod set at the point of tangency; THENCE, North 89° 18'46" West, continuing along said north line, for a distance of 278.14 feet, to a %2 inch iron rod set on a ran -tangent curve to the left, having a radius of 55.00 feet, a central angle of 82918'58", and a tangent of 48.08 feet, THENCE, continuing along said north fine and with said curve to the left for an arc distance of 79.02 feet (Chord Bearing North 79' 59'32" West - 72.40 feet), to a %2 inch iron rod set THENCE, North 89° 18'46" West, continuing along sad north line, for a distance of 148.93 feet, to a 1/2 inch iron rod set in the west line of said 360.210 acre tract THENCE, North 00' 05'16" East, along the west line of said 360.210 care tract, for a distance of 275,94 feet, to a i/2 inch iron rot( set: THENCE, North 89' 46'26" East, deporting said west line, for a distance of 190.00 feet, to a i/2 inch iron rod set; - THENCE, North 450 04109" West, for a distance of 14.10 feet, to a %2 inch iron rod sett THENCE, North 00° 05'16" East, for a distance of 50.00 feet, to a /2 inch iron rod set: THENCE, North 45° 43'55" East, for a distance of 13.99 fact, to a f2 inch iron rod set on a curve to the right, having a radius of 225.00 feet, a central angle of 220 58'54", and a tangent of 45.74 feet; THENCE, along said curve, to the right for on are distance of 90,25 feet (Chord Bearing South 75° 52127" East - 89.65 feet), to a ij2 inch iron rod set at the point of reverse curvature of a curve to the [aft, having a radius of 225.00 feet, a central angle of 25050'34", and a tangent of 51.62 feet; THENCE, along said curve to the left for an are distance of 101.48 feet (Chord Bearing South 770 18'17" East - 100:63 feet), to a i/2 inch iron rod set at the point of tongency; THENCE, North 894 46'26" East, for a distance of 256.83 feet, to a %2 Inch iron rod set at the point of curvature of a curve to the left, having a radius of 275.00 feet, acontrol angle of 57° 45'59", and a tangent of 151.70 feet; THENCE, along said curve to the left for on are distance of 277.26 feet (Chord Bearing North 60° 53'27" East - 265.66 feet), to a f2 inch iron rod set at the point of tangency; THENCE, North 324 00'27" East, for a distance of 155.62 feet, to a %2 inch iron rod set at the point of curvature of a curve to the left, having a radius of 275.00 feet, a central angle of 230 18'11", and a tangent of 56.71 feet; THENCE, along said curve to the left for an arc distance of 111.85 feet (Chord Bearing North 200 21'22" East - 111.08 feet), to a 1/2 inch iron rod set at the point of reverse curvature of a curve to the right, having a radius of 2646.00 feet, a central angle of 02° 08109", and a tangent of 49.32 Ctet; THENCE, along said curve to the right for an are distance of 98.63 feet (Chord Bearing North 09' 46'20" East - 98.63 feet), to a ij2 inch iron rod set; THENCE, South 79° 09135" East, for a distance of 138.00 feet, to a f2 inch iron rod set on a non - ton qq mt curve to the right, having a radius of 2508.00 feet, a central angle of 00' 49'07", and a tangent of'17.91 feet; THENCE, dong'soid curve to the right for an arc distance of 35.83 feet (Chord Bearing North 11° 14'58" East - 35.83 feet), to a /2 inch iron rod set; THENCE, South 78' 20'29" East, for a distance of 150,00 feet, to a 112 inch iron rod set on a non - to ant curve to the left, having a radius of 2358.00 feet, a central angle of 02° 19'19", and a tangent of 47.78 feet; THENCE, along said curve to the left for on we distance of 95,55 feet (Chord Bearing South 10' 29'52" West - 95.55 feet), to a i/2 inch iron rod set; THENCE, South 48° 25'11" West for a distonca o 39.34 feet to a inch iron rod set on a non - tangent curve to the right, havingt a radius of 360.00 feet, a /2 central angle of 17° 3714211, and a tangent of 55.82 feet; THENCE, along said curve to the right for an arc distance of 110.76 feet (Chord Bearing South 85° 41'33" East - 110,32 feet), to a i/2 inch iron rod set THENCE, North 34' 53'01" West, for a distance of 35,98 feet, to a f2 inch iron rod set on non - tangent curve to the right, having a radius of 2298.00 feet, a central angle of 024 37'49",ond a tangent of 52.76 feet; THENCE, along said curve to the right for an are distance of 105.49 feet (Chord Bearing North 10° 46'28" East - 105.48 feet),to a i/2 inch iron rod set; THENCE, South 77° 54'37' East, for a distance of 288.00 feet, to a %2 inch iron rod set on a curve to the left, having a radius of 2010.00 feet, a central angle of 00. 04'03", and a tangent of 1.18 feet; THENCE, along said curve to the left for on are distance of 2.37 feet (Chord Bearing South 121 03'21" West - 2,37 feet), to a f2 inch iron rod set at the point of compound curvature of a curve to the left, having a radius of 100.00 feet, a central angle of 1020 4'53", and a tangent of 124.04 feet THENCE, along said curve to the left for an arc distance of 178.46 feet (Chord Bearing South 39° 06'07" East - 155.70 feet), to a i/2 inch iron rod set at the point of tangency: THENCE, North 89° 46126" East, for a distance of 480.54 feet, to a %2 inch iron rod set at the point of curvature of a curve to the left, having a radius of 100.00 feet, a central angle of 73142'12", and a tangent of 74.95 feet; �? THENCE, along said curve to the left for on arc distance of 128.64 feet (Chord Bearing North 52' 55'20" East - 119,95 feet), to a 1/2 inch iron rod set at the point of reverse curvature of a curve to the right, having a radius of 1344.00 feet, a central angle of 08' 36'57", and a tangent of 101.24 feet: THENCE, along sold curve to the right far an arc distance of 202.10 feet (Chord Bearing North 20'22'43" East - 201.91 feet), to a %2 inch iron rod set; THENCE, South 64' 02'04" East, for a distance of 144.47 feet, to a %2 inch iron rod set at the Point of curvature of a curve to the right, having a radius of 270.00 feet, a central angle of 55'15'32', and a tangent of 141.33 feet; THENCE, along said curve to the right for on are distance of 260.40 feet (Chord Bearing South 36' 2418" East - 250.43 feet), to a i/2 Inch Iron rod set at the point of compound curvature of a curve to the right, having a radius of 1940,00 feet, a central angle of 07° 26'16", a tangent of 126.10 feet; THENCE, along said curve to the right for an arc distance of 251.84 feet (Chord Bearing South 05903'23" East - 251.67 feet), to a 1/2 inch iron rod set; THENCE, North 88' 39'45" East, for a distance of 60.00 feet, to a %2 inch iron rod set on a now, ton ant curve to the right, having a radius of 2000.00 feet, a central angle of Of- 45'08", and a tangent of 30.59 feet: THENCE, along said curve to the right for an we distance of 61.17 feet (Chord Bearing South 00627'41" East - 61.16 feet), to a /2 inch iron rod set at the northeast corner of a 19,341 acre tract, as described in Clerks File No. 00-RO116105, in said Deed Records; THENCE, South 89° 46'26" West, along the north line of said 19.341 acre tract, for a distance of 378.02 feet, to a ij2 inch iron rod set; THENCE, South 45' 13'34" East, continuing along said north line, for a distance of 14,14 feet, to a %2 inch iron rod set; THENCE, South 00' 13'34" East, continuing along said north line, for a distance of 50.00 foot, to a %2 inch iron rod sett THENCE. South 45' 25'05" West, continuing along sold north fine, for a distance of 13.99 feat, to a Y2 inch iron rod set on a curve to the right, having a radius of 225.00 feet, a central angle of 21° 56'50", and a tangent of 43,63 feet; THENCE, continuing along said north line and with said curve to the right for on arc distance of 86.19 feet (Chord Bearing North 760 42118" West - 85.66 fast), to a %2 inch iron rod set at the point of reverse curvature of a curve to the left, having a radius of 24' 29'41", and a tangent of 59.69 feet; THENCE, continuing along said north tine and with said curve to the left for on arc distance of 117.57 feet (Chord Bearing North 770 58'44" West - 116.67 feet), to a %2 inch iron rod set at the point of tangency; THENCE, South 891 46'26" West, continuing along said north line, for a distance of 210.60 feet, to a 1/2 inch Iron rod set at the point of curvature of a curve to the left, having a radius of 325.00 feet, a central angle of 101° 25'46", and tangent of 397.28 feet; THENCE, continuing along said north line and with said curve to the left for on arc distance of 575,37 feet (Chord Bearing South 39003'33" West 503.10 feet), to a f2 inch iron set; THENCE, South 78' 20'40" West, continuing along said north line, for a distance of 116.94 feet, to a %2 inch iron rod set at the northwest corner of said 19.341 acre tract; THENCE, South 12. 22'54" East, along the west line of said 19.341 acre tract, for a distance of 72,87 feet, to a f2 inch iron rod set: THENCE, South 89° 39'51" West, continuing along said west line, for a distance of 1.90 feet, to a %2 inch iron rod set on a curve to the left, having a radius of 2130.00 feet, a central ongle of 160 51'18", and a tangent of 315.58 feet; THENCE, continuing along said west line and with said curve to the left, passing a %2 inch iron rod set at 482.84 feet, being the southwest corner of said 19.341 acre tract for a total arc distance of 626.59 feet (Chord Bearing South 22045'58" East - 624.34 feet), to a %2 inch iron rod set at the point of reverse curvature of a curve to the right, having a radius of 2228.00 feet, a central angle of 30'57'25", and a tangent of 616.98 feet; THENCE, along said curve to the right for an are distance of 1203.79 feet (Chord Bearing South 151 42154" East - 1189.20 feet), to a I/2 Inch iron rod set at the point of tangency; THENCE, South 001 14112" East, for a distance of 180.85 feet, to a %2 inch iron rod set; THENCE, South 89' 45'48" West, for a distance of 18.00 feet, to a '/2 inch iron rod set; THENCE, South 000 14'12" East, for a distance of 61,59 feet, to a I/2 inch iron rod set at the point of curvature of a curve to the left, having a radius of 150.00 feet, a central angle of 900 00'00", and a tangent of 150.00 feet; THENCE, along sold curve to the left for an arc distance of 235.62 feet (Chord Bearing South 45° 14'12" East - 212.13 feet), to a %2 inch iron rod set at the point of tangency; THENCE, South 89° 45148" West, for a distance of 595.50 feet, to a %2 inch iron rod set in the east line of said 360.210 ocre tract and the west line of said Northridge Addition Phase One; THENCE, South 00° 04'33" East, along said fines, for a distance of 35.00 feet, to the PONT OF BEGINNING and containing 91.407 acres of land, NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS THAT ELDORADO RANCH, LTD. acting herein by and through its duly authorized officers, does hereby certify and adopt this plot designating the herein above described property as GRAYHAWK PHASES 1& 11, an addition to the City of Frisco, and does hereby dedicate to the public use forever, the streets and alleys shown thereon. The ELDORADO RANCH, LTD. does herein certify the following: 9 1. The streets and alleys are dedicated for street and alley purposss. 2. Ali public Improvements and dedications shag be free and clear of all debt, Gans, and/or encumbrances. 3. The easements and public use areas, as shown, we dedicated, for the pubic use forever, for the purposes indicated on this plat. 4. No buildings, farces, trees, shrubs or other improvements or growths shallbe constructed or placed upon, over or across the easements as shown, except that landscape Improvements may be placed in landscape easements, if approved by the City of Frisco. S. The City of Frisco is not responsible for replacing any improvements in, under, or over any easements caused by maintenance or repair. 6. Utility easements may also be used for the mutuoluse and accommodation of public utilities desiring to use or using the some unless the easement Emits the use to particular utilities, said use by public utilities being subordinate to the public's and City of Frisco's use thereof. 7. The City of Frisco and public utilities shallot alitimes have the right to remove and keep removed as or parts of any buildings, fences, trees, shrubs or other improvements or growths which may In any way endanger or interfere with the construction, maintenance, or efficiency of their respective syal mo in the easements. 8. The City of Frisco and public utilities shag at all times have the full right of ingress and egress to or from their respective easements for the purpose of construction, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or removing all or ports of their respective systems without the necessity at cry time procuring permission from anyone. 9. AIlmodifications to this document shagbe by moons of plot and approved by the City of Frisco. DRAINAGE AND FLOODWAY EASEMENT THE STATE OF TEXAS COUNTY OF DENTON CITY OF FRISCO � x a n0 C UJ J R m o' U N 03 z m Z (T9s4a 09. in M �� nJ CnWtD9 'S' D x mY2 p 6 U tYz ..i�j ry ,y - I-- .... tx, Z it C' +08 aZa 4W ¢ ' - a ■ G.a. 4pmp>. SURVEYOR'S CERTIFICATE U-W> dUi Wa o oq KNOW ALL MEN BY THESE PRESENTS that 1, WARREN L. eAIN, do herP6)cP%RPthot 1 prepared this Final Plat and the raid notes from an actual and ocewete survey of the comor monuments shown thereon were Properly placed under my personaioupervision in with the aubdlv(son Rey lAotions of the City of Frisco, Texas. /J L. CORWIN No, 4621 THE STATE 'tr�RArr•"'f� COUNTY OF S V P land, that the accordance 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 foreyomg instrument, and acknowledged to me that he executed somo for the purpose and consideration therein expressed. This plot Is hereby adopted by the Owners and approved by the City of Frisco (called "City') subject to the faowing conditions which shall be binding upon the Owners, their heirs, grantees, successors and assigns: The Portion of Budd W, KK, & ZZ, as shown on the plot is called "Drainage and Fioodwoy Eosements" and Is the noturaldrdmage channelwossing each lot. The existing creek or creeks traversing long the Drainage and Roadway Easement within the limits of this addition, willromain as an open channel at all times and will be maintained by the owners of the lot of lots that we traversed by or adjacent to the drainage courses in the Drainage and Floodway, Easement. The City will net be Responsible for the maintenance and operation of said crook or croaks w for any damage to private property or person that results from the flow of water along said creek, or for the central of erosion. No obstruction to the noturaiflow of storm water run-off shallbe permitted by construction of any type of building, fence, w any other structure within the Drainage and Roadway Easement or the natural drainage channels, as here(nobove defined. Provided, however, It Is understood that In the event it becomes necessary for the City to erect or consider erecting any type of drainage structure in order to Improve the storm drainage that my be occasioned by streets end alloys In or adjacent to the subdivision, then In such event, the City shads have the right to enter upon the Drainage and Floodway Easement at any point, or points, to investigate, survey or to erect, construct and maintain any droinoge foaty doomed necessary for drainage purposes. Each property owner sho)Ikeep the notwo(drainage channels traversing w adjacent to his property dean and free of debris, silt, and any substance Mich world result in unsanitary conditions or obstruct the flow of water, and the City shailhave the right of ingress and egress for the purpose of inspection and supervision of moo ntomennce work by the property owner to deviate any undesirable conditions which may occur. The otureldroinage through the Drainage and Floodwoy Easement, as in the case of all natural channels, we subject to storm water overflow and natural band erosion to an extent which cannot be definitely defined. The City shall not be held Fable far any damages of any nature resulting from the occurrence of these naturolphenomena, w resulting from the failure of any structure or structures, within the naturaidrainege channels. Bedding areas outside the Drainage and Floodway Easement line shollbe filled to a nnnimum elevation as shown on the plat. The minimum flow elevation for each lot shollbe as shown on the plat. The plot approved subject to oil platting ordinances, rules, regulations and resolutions of the City of Frisco, Texas. WITNESS, my hand this the?-) day of e 1 2002. BY: I starmondeco GP, LLC, General Pointer of intermandeco, Ltd. STATE OF TEXAS COUNTY OF COLLIN Before me, the undersigned a Notary Public in and for said County and State, on this day personally appeared ISSAM KARANOt1H, known to me to be the person whose no" 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 seat of office, this�day of �� 2002. ^ MARYPHUDSON Notary Public Slate of Texas MY Commission 1,2_ 1011 2i2oon D BY T IT' C NCIL OF THE CITY OF FRISCO. TEXAS THIS THE DAY OF�. 2002. ­rMYOR CITY SECRETARY 1 ' 1 i � t CITY ENGINEER � Given under my hand and soot of office, this /2 day of Ql6A 2002 • PATRICK J. BALDASAR0 MY COMMISSION EXPIRES DECEMBER 8, 2005 1 QTOPUBLIC, T c F TEXAS FINAL PLAT OF GRAYHAWK PHASES I & II OUT OF THE J.D. HAWKINS SURVEY, ABSTRACT NO. 579 J.H. SHAHAN SURVEY, ABSTRACT NO. 1233 P.T. HOMES SURVEY, ABSTRACT NO. 644 IN THE CITY OF FRISCO DENTON COUNTY,TEXAS OWNER ELDORADO RANCH, LTD. 1401 BURNHAM DRIVE PLANO,TEXAS 75093 (972) 964-9050 PREPARED BY CORWIN ENGINEERING, INC. 200 W. BELMONT, SUITE E ALLEN, TEXAS 75013 (972)-396-1200 JANUARY 2002 SHEET 4 is i� b 0 0 m 0 D asin Z z 9 D m m N N Z 4 M ab . Lk k G 21 RA(' A s the Of I I'oC ... 0 Sitlet) I too 'IhOhan tOw,,ty� AhSh,;,_� %I' :2:, I tre "ify of S.J.Fr'ihtnt"f Cow,ly, hello (WO, ctS !i Ifo, Nock ; (,,,I of i,oyO"aeWPlage(, uta'ir"Ol wto)e I.tty Of I ­scoos diricl:bco oocps 26,26h, if tPlo! R(r%0,(s or On, CoIy, Texas, ond oot,, "t0to foilov f3f`C.1NNVNG, of I Yz "c" f"fl 't"o f<Jod of t'!h solloccst coiner sod, Ilot 1,5, ,ISO od"ob the noltreost Corner of tr 12, frrhnq fr, the West line Or firto "'hot f5,1 R r, W ); iI1i_NCf sou., 71, , west, ofti,whOg sow, West me and drone tire south r", Of Lor% 13 one hoe north fine of sold � of t2, for a disto'ce of f2o,of`i fear. to 0 '/2 r1rh Iran, IOU found of the SOJthwCSi cornet "If ,tot 13, rci,q the O,rmy,"t `ofne, of lot 12, aiso dertfi; 11 the cost fine If 1 18 alrey and Jr- 1) cu, e to it) F, left. rolfro, ", to clus of 12,f/i 100 foot, Of cent, It anato of '2' 1­5h". o,,fr 'i in"oent or' 10 1% feet, o !HENU, ClOr() !ha rO`h5t RIC l" "oId h$ o6cy ),;<i with sca oO,v, I" It,, ",rf I't n U,S Of, t s 0oce 0I "o, , iffes! 26,11, 72 fee I (""hot o fycfy.hq l% of., h 39 2-1 fliet), to 0, '12 btt rr rod found at thC point of reverse Curvature of G curve to me fight, hovog a rodo,s Or 3124 00 feet, a cen'tofInan, OF 021 22*08' . and a tangent of 64,59 feet. THENCE 01(thg ticid eflSf fine and with Said carve to the tight for on O'c distance Of '29 17 lrhf� �Cho,cf �hto! Ia Not, to -SO' vitiff'St OC,f(l feet;, to 0 '/, n(,b or, rod found. tHENCE, Nor ih ?.f>' f,6 59' WdlrOnpilutrg oi0ori Solo east Ghc, f of , distance a 1 20 01 fact. to 0 Jr inch lot 'Oo loorto at the �IolhWcst Cattle, of dru", tot 20,t,ei,g the rrhyfe(bo" If r;o'd cost and tap SOUlo tne of Swan I oke Drive tS0 :",O,wr !HCN(Ci . No. 6Z*D'003_ Orit, OiOag $Drii riouht, tine one the no'll" Noe of _ot il"'), to, 0, O,Sionce of 109 00 feet, to o A, f,cf, ,fror ,of f,,Id Of the roost nor thrr!y no. !hvOSr SiOnot Of SOK! I at '10; HENCE, South t3' " 06East <epor Gag Sold s0lht rc. for 0 'Itstooce of 14, 21 heat, to a /,, inch it CO Ior, touch tj the ees , t tine Jf Red ,OWN rn ors, beg Or a curve to the left, ho'laq 0 raous of 31,lC)4,00 feet, r oent, 6 arroie of 02' and 0 ...tiger„ Of (01 25 feet otobt; said West ine orro with said curve to the ;,,,It f,,, do or, distance of 152 48 fet i(_'ho? c! Bear nq "Oft h 29J 39 1 fist 1,511 4 / feet) to It nch Trott for, o,no of be, Point Of reverse of c cu've to hle , ol, oOVr)q a adus of 135A Of,' fcet. c ccn!hocm)irf Of !2' Ora. 0 tander'l Of 144'6ir fcol, art, It Oe <let(, WIth sold cf, , to tire for bllhfooCe of "it N'11, Continuing *m1(,' S"If We feet f`­hord Bo'o'cla Soutr, 2v 59lot,. ff7 13 feet), tt� t,,e POINt ()t i3j,,1';flNNro(, a cor-Ooil;'a . t59 acres or One Oc S730 17,06"F 14.21' Z\= 02' 31 3 6 totin 0 t, R�o 3004-00, T- 66.2�" , . ­ I , �Z�Ir NOW, 414f Rfir,"Rr N'Utli` At, FArO E3" "titl)E f I HOVE, ��, L f, hog her etc by fr,c t1hr juty S� , �Iee,, ocleby c,,hfv rid offopt tho� pf(jr, detototing the Herein obovo deSCriOid PrOo`O( 1, 1 & L04 S t_1 2tD. f�oOCK D, out of ORAYIIAWK PHASr S :& ti, an add Cr to O'C' ', tY 0' 1 a" does,. hereby dadi(,O';e to the public ISO forever, the Sheers ),-, ,fte,,S S,OW,, too If,U,,, � -,a I HOW S. it do(IO lere! Cel"Ify the I(aim"frog I To, S-rG,fS (red dreyS orb OoCk(ohd for StrOct or 01leY O17f1c,"clI 2, A4pfj�>tFC Improvements and dedlva,OI`S ".6thri 1111 loo tleor of Off Oe't t, cf',Iroyon::eo 3 ?he Froserrhents old pubt;(, Use areas. cs Showo, did oebO"wrid, for the Qlcio USE 'too'er. for Z11 hulp,,Res indicated on this Plot 4 No brAdingti. fe,OCOS, trees, 13arfttoi OF Other 'et"'fir"enis Of growths sho6the (01stloctito Or placed Upon, ,,, 0, o.Cd%S the FOSCeIchis as sFloln, it'l,cept fact landscape Ff lor,c,p may be ploced ti, e,sameats,df approved by the Clty of its of fresco is not responsible for replacing any in,unde"o, over 0')v ease cots coostel, by or ",arr h �fa,ty sortie may 650 he "00 for the routuOhise :rid OCCOer1O0ai:Oo Of pub!I: �fr,t�cs 1,, 10 1 1 IhioufS. O"Ir Q to 'Ali )I using the, me wl;ffss for, io,ds he vbr par tr'Toith ,,se by pubic AilitreS olino so0ol0note to the public S alto "ItY Of i rot O'S Ise the ' cot , e fty of Frisco Ohio pootIc 'uithes Shot; at or O'nes no,e the figir'k to remove and Keep removed Of ports Otto" Pas of any buildirr3s. rar,OeS, shrubs or Other rfyrprovemenls 0, groifOS , Ncf, may " ony Way endanger or interfere with the Coast! fA r0I, fr)(n')Ifm(1bCS, 01' ef f�ccrhcy Of thrill rasmfcfi,vf systorr's ;, the eoserreelis 8 tire City of Frisco and pub ttftites Shallot ali"imcs hC'n the !"it,iont of qfardss uc. itoss to of from their respective easement; to, the purpose of COoSt,o(:!io,,, reco"I"Ctog, nspectirkq, hoh­rhirfq, mootairn"U. eodiort Inetelft, Ono Od6m) tc or remov ng r:b�or ports of I their respective systems Without the'ecess't, c, o" hint, plocofrrd�, "Oo- q &Il'olificctlons to this docunrOmt sttcLoft oy means of nl,dt and approved by the (,'it) Oi Frisco �no or,'eldec! "far ObP'n"d Sobjec!i I, <O ocf. "', C"d"Ont's, �Oaocf'or,s and 1',e Lt" o, f!'scab texas. of _j yfhTNi,SS, I-,y and Into the ( Aluy of t '-AC'r /M('N; -1' R� y I rOMLS, LP_ An Ari70na liha. ett partnership A,th It, e 6d tens titre M', It L X AS �;P. JN" or, Ar,zolc ColprIfOhOr, (;she( CS P OF tnev r ... tee, 'N'fne AT F. 0, r x AS 'OUN ' Y 0; ('01 1 IN t1efme rne, it Not Public tr and to, Soto l:ou,fy olrr stote, O'tho acy perSocirely oppeored ftli�,HALL -,AVIN. krlo-n to 'Id to i the persor, whose tome ts subscribed to the f0fegotno insh"rent ono memet, rhrf t no l.o�_fed some for the ;OorOOoo dr(i O;Ven under my hand and seowf hh-t ooc, o, I Z, day e1 J a (y 2()02 corts'de"Oboo fileltna expressed. C= 132. 47 - 5 5 1 49 " E bPEN l If do nder my fund ood stfiri o �O,o do� 0 f -bo"/. 2 002 E= S29 01 0 pt OCK !7 N250 46'39"W DENTON Far' Recor'd in. 20.bi, PATRICK J. BALOASARO DENTON COUNTY, TX JOAN P. WIDBY MY COMMISSION FXPIRES LIYNTHIA MITCHrl-L, COUNTY CLERK agfTe ,xas DECEMBER 8,2005 (),cry Puttl,,c at and OXOS On Ana 01 20qj,- October 22, 2005 At 11 16am Recleiiit #: 434i�4 A= 02*22'08" 19 if r 0 r (I i Fit 11 - 1 24Dac/MQatt - .t'01FRISC0. ff XAS Ttj:OT DAY OFRo 34.5,00' 6= 12'1155Doc/Nuts 20OP-ROO95383 yy "if CIT, ,,;NCt_Of T= 69' R= 1354,00' Doc/Tune P1 A L= 1 2 z:, 1 1 �, ­ - C= 129. 1 6`' N71* 44r5l"F Deputy-Crifitina `8= N3000'33, "W L= 288. 27 20.0220 ------ 287.73' MAYOR 23 525'05'39"17, Of SOS � ... ........ C, If CITY SECRET t �_' Ntif, 6 Olttp"fi­� ? eI 0 11) Nor R40-00' IF ,I o 3878 N(C I IN E E R RR= 1234.00' .0, 1 7;0, L= 61-59' r (30 % A= 42" 14 55-69' f B= N24046'18"E, NA 131.8ro, zi,= 11"G7'25" 2 62 . 72 1 NAI R= 1662-00' 0 C� 262.23' 1 ( I ", f GRAYHAWK PHASES I & 11 T= 161-84' ... R= N25'05'39"W L= 322.66' q f'%ir' fit 0, 1 Art; r" 1 C= 322,16' 0ti 00 1 13- S15"I 0, Il-u D _�`, �v of, LOTS 10-15, BLOCK E & 24 LOTS 13-209 BLOCK D �POIII OF fittiINNiNE1, 12 to, Uakl- 7 few GRAYHAWK PHASES I & 11 L\= 09- 41 36" R= 1542. 00' -2a T= 130, 75' NOTE It 260-88' E PURPOS,; Or rtifS AM�NDLa.lo Pt Af �S TO ADJUS! Ttit- 0! It 01­ 1�0zs J.H. SHAHAN SURVEY, ABSTRACT NO. 1233 ,Ijrfia� If t, 1,, 2,60-56' !0 - 15, SLOCK "(W" 11 2,0, PLOCK D Tt, B= N14-29'39"W' h()� "1TY OF FRiSCO oearhas to GfOyrinwk Phases 29 itor,, rods hr, CORWIN '�N(3R rN1, " Set If It, WGR l"� ORY DENTON COUNTY, TEXAS OWNER PROJFC7 allbo,undory corners. DIOC, Cornets, poi is of ILOCATION]' can abut e. burets of tandency O'ij ofo;lrt pofItIv I'v), q 0 LEGACY/MONTEREY HOMES, in o"loic right a' Way unfffoi otiolf-WISF, noted ,,I . ,I-1- !" V�11 v I, X C. roldicaklia' 1()'xtQ 1111(tt"( Ecsith'ahf B OF BFINNNS 4. 8A, - BrSiding Lme r Pa Rah" f3 Eo5omertts 3tf PREPARED BY CORWIN ENGINEERING, INC. �Qr Itch Rod Counti Cecil ort �I Mart_!t" t;'I -or TOTAL t_O-S 14 or B Mike l3we LoSvrritmt Ord fo(oSd to & by Associohol, cf iOIAL ACRES 2.010 F S. Qorce Sella c, 'tion � !fit,, qd(ittlon Ov oeteS Oh g 0, Of I to F)Ojt1d!, S ti 'folohon of cziy o,dbuf,(,e oOft, sic ow wo is !nerf t5 DEVELOPED TO PD-SF-5 IRACT 1 SIANDARDS oFId N,tlfl.0�6t`O C 0, 1 nufrifnq f(SWION MA' S the O`-c't. c X'rbf of and st"Ift,to t" ine ";k, o 1 >'qw, Oooty. iffirtS. ofirra ofIc'' ­:fy to Ih, Ifoct, F o"t If Grayorh,k ;"(fSeff. 0 s( as tills, ol� 'r o0c),hor, to file In votume a, t1ofies 262 265 in the Pict Records Denton " !m" T ("ror, 0`0 hal"'; roo, 0 On t C,ior!y desclfhed us foprh,oS _('f ;tf" ,,,t co,rre0, ,,C t ,cod for,orb�eo� di.Oa/,nch to�.<eum� crt, ,,, of I lot 9. also befog I, the West ioc Of i"Ictls . OrOina l!:tO, R.0 W South tot 2,, () ,W(den"t, l() S"O ,o"a so ,,, of , O10 nod e ,attIje of sold mat Q. -,,, a o,s!w)c (I of !2G 0� I ef", t" G Och "e, orf too ro'no or the solithweSt Corner of :tot '0. Orn.'o the. Of lSO Ie,llc in me cast roe Or 0 18 NfcY Ord 011 a t1r)", to the ttf!, novh'o < tddiU5 of ", , , G %)q° 41 od' , and a tirtQe'�! of 54�,OO fe le centroiOngle f) feet lot NCtll foono, Said cost the and With said curve to she left to, on 0,(, titsIonce of 2hc t8 "a: (l�ho,d 8,rvind Norle, 14'29,39" West 260,56 feet), to It F/? Slch Fort 'Oo Found at the poat of re'else of a C,fyc to hUie of 88'13'30a, ' , ,! In, ont, elov:fjo, a Ud;_,j or 40 010, et, c IeraieO to tangent of 38,78 feet '; iE NCI. coornrtulo) Iso,,) Said cost ithe and with cofve to ire It94f for an orc diStOuCe Of 61 Fit) feet OCno,o Bearing North 24'46'18' Last ti5,69 feet), to U '/, ch iron 'Ool foono It the of Otm,eo,y, Ue,rq it, the north fine, of said Lot 15- fHF,NCft I North 68' 5304' 1 05f. along the porth the, Of sold l'ot Eh and the South line of said 18' flinty. for a :Itstorce or 60 7_f feet, to, a 17 inch x,tm lad `eani; iHi_NCi . North "" 44'ol' East. continuing ()long Sour, horbil, one south lines. fOr 0 detOnCt' Of 210 C2 feet, to 0 112 rect, 'ron 'Od found (it the 'Of thecott Corner of � at IS, theiag the htfr1section If (i Said 18 Aflity and the West tine of sold Duft�S LOodhQ 01SO belng Oh, 0 "110 to the right, ho'n'lo, a mesas Of 1662 , d Of) fee-, , �efd, at ,gT of !1- ()7 r5' . a,, h forbient of 167 84 feet, ifli N011 along Sold WcSf 11fle uod with Sold GUf'c to ltant for or, orc doto,ce at 16'.84 feel fChord f3ea,tnd Io,Ofi i5' r2'33' lost 322 !6 feet), to the 01N' Ov f3FG'flNNiNC and contiOnlrig 0,651 oat es Or ru'd SopVj YOi< S ('j RT ICA7E KNO)W Ai,l MEN FfY 'Hi j PRf ItaLNTS that 1, *AROj N i CORWIN, do hereby (ert;fy h'Ot 3:),riperrcd this ymCodrfd Plot ce(" the, field doh,% fe COO Or, an O,,fu,-ohd jOcurchft surve,v 04 rue f that the Collar r"Orion"141hi show, thereonWere properly pto<c(l under my persv. SIP" 11sIc't IF Ocluljorw'c III tf,.if subalvnsoo Req;106OFS Of the city of %,,sm 'c',,QS Doted firs the, ('toy 1) f d4 1 1002 ZL W'ARRr',Nf ow", R P i S. No. 4621 I I If- or At r Of 'f X JIO> COONT Y Of C01 IN Before Irle, the Unde'signeo, 0 wol", Public I,, and for the "fair, Of lexcei. On th's any mo, S,r),jiy Ol N i CORWINI xh0WI1 to are if, hC t"o, PfffSch InOse r1ame ,ubsc(Fbo,d to the fop rego rIg ashllaclltand cckoowteoge.d to me that he "'o,ted, 'oroo for tne ;),-Post" and cohfudc'otxor, the-e", cof"Istfoo ca Nz M m 5 M 0 0 Co z z 0 M