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SL3461A
e13i1a / nda0 S91702108-000F : 1/30C 0019 1W OOC 00'9h :6u1p 9£60S :#dtaO me170:6 1•ti 0002 02 30(1 uO AiN 3 :uI QNNT ZI LEGEND PARTNERS,LTD, CLERKS FILE NO.96-R0068043 SF ZONING A= 43°24'58" 0 oar R= 1440.00' T= ' 1091.1 C= 1065.25' B= S67'57'04YE A= 06°37'24" R= 1340.00` T= 77.54' L= 154.90' C= 154.82' B= N86020'51"W LEGEND F CLERKS FILE SF BENCHMARKS N R.R. SPIKE IN NORTH SIDE OF P.P. 0 NORTH R.O.W. JNC ENTERPRISE LTD. HWY 121,255i EAST OF PROPOSED MORNING STAR DRIVE CLERKS FILE NO.96-R0068040 ELEVATION - 618.15 PLR' CUT ON THE TOP OF CURB PCCR NORTH SIDE OF ALLEY, WEST SIDE OF MORNING STAR DRIVE, 1201s SOUTH OF CENTERLINE CURVE TABLE BAKER DRIVE (NORTH OF SITE) ELEVATION - 599,93 CURVE NO. DELTA RADIUS LENGTH TANGENT CHORD BEARING 1. 10`25108" 307.50' 55.92' 28.04' 55.84' N22024'02"E 2. 30'31'03" 590.00' 314.25' 160.95' 310.55' S57033'01"E 3. 10025'08" 292,50' 53.19 26.67' 53.12' S22.24`02"W 4. 78046'29" 40.00` 55.00' 32.84' 50.76' S22°11'47"E 5. 19017'32" 300.00' 101.01' 50.99' 100.54' S51°56'15"E 6. 11°33'06" 492.50' 99.30, 49.82' 99.13' S48004'020E 7. 02010'46" 4050.001 154.05' 7T.04' 154.04' S36°57'53"W 8. 09°40'17" 500.00' $4.40' 42.30' $4.30' S47°07'38"E 9. 32°18'26" 725.00' 408.80' 210.00' 403.41' S58026'42"E 10. 32.16'16" 740.00' 416.79' 214.09' 411.31' S58.25'37"E 11. 90`00,001, 40.00' 62.83' 40.00' 56.57' S02.42'31"W 12. 90,00,000 40.00' 62.83' 40.00' 56.57' N87.17'29"W 13. 06°38'23" 632.50' 73.30' 36.69' 73.26' S45036'40"E 14. 06°36'51" 617.50' 71.28' 35.68' 71.24' $45035'55"E 15. 03053'09" 4050.00' 274.67' 137.39' 274.61' S39.59'50"W 16. 89-18'43" 40,00' 62.35' 39.52, 56.23' S84049'33"W 17. 09'10'48" 3880.00' 621.66' 311.50' 620.99' S43023'00"W 18. 88"45'27" 100.00' 164,91' 97.85' 139.88' S02005'14"W 19. 179.01'46" 50.00' 156.23' --1 100.GO' S01°39'01"W 20. 04.02'29" 4050.00' 285.67' 142.89' 285.61' S43°57'39"W 21. "90*50,584 40.00' 63.42' 40.60' 56.99, SOZ001105"W 22. 30*07139' 1020.00' 536.34' 2T4.53' 530.18' S58°28'14"E 23. 31913'56" 1035.00' 564.19' 289.29' 557.23' S57°54'27"E 24. 33038'20" $75.00' 513.72' 264.50' 506.37' S59006'39"E 25. 130.19'10" 875.00' 203.41' 102-16' 202.95' S82035'230E 26. 173°00'O1" 50.00, 150.97' 99.81'- N58'07'06"E - 27. 22°44'24" 117O.00' 464.36' 235.28' 461.32' $63.17'45"E 28. 09038'04" 1170.00' 196.74' 98,60, 196.51' S47006'31"E 29. 92.09'07"-40.00' 64.33' 41.53' 57.62' $88044'400.W 30. 02053'17" 1305.00' 65.78' 32.90' 65.77' S43044'08"E 31. 07°31'37" 1340.00' 176.04' 88.95' 175.91' S46003'18"E 32. 28.56'26" 1340.00' 676.85' 345.81' 669.67' S68033'56"E 33. 92009'07" 40.00' 64.33' 41.53' 57.62' S12°36'47"E 34. i1°14'5$" 1305.00' 256.23' 128.53' 255.81' S64+18'49"E 35. 92009'07" 40,00' 64.33' 41.53' 57.62' S63059.'08"W 36. 92°09'07" 40.00' 64.33' 41.53' 57.62' S28°09'590E 37. 04035'52" 1305.00' 104.72' 52.39' 104.69' S76932'28"E 38. 83058'08" 40.00' 58.62' 36.00, 53.51' S59010'32"1# 39. 11051'.39" 3820.00' 790.79' 396. 81' T89.38' S430:14'50"W 40. 05.43'18" 1390.00' 138.80, 69.46' 138.75' S49°06'.140E 41. 37°41'40" 1390.00' 914.47' 474.47' 898.07' S70048'43"E 42. 03057'06" 1390.00'" 95,87' 47.95' 95.85' S44°16'02"E 43. 105040'23" 40.00' 7377' 52.77' 63.75' S70"01'39"W 44. 11'55'004 142.50' 29.64' 14.87' 29.58' S11°13'58"W 45. 11055'24" 157.50' 32.78' 16.45' 32.72' S11.13'46"W 46. 00010'35" 4075,00' 12.55' 6,28' '12.55' N35°57'470E 47> 88:45'270 1.1500' 178.15' 11253, 160.86' S02t05'14"W 48. 0617`460 3915:00' 430,20' :215:32' 429.99' S43°19'05"W :.d9" i?Its/23L0'iC:2 : 1G •' a &UFfE C34 t51 gOyp� 0oa�°`L 1d > A= 1$$°02`09"1 R- 85 * 020' T= 89. 1' C= i 78.23� B= N83043 46' \la`s\\ LINE TABLE \ \� LINE NO. BEARING DISTANCE 1. N 07.14'55"W 28.43' 2. N 27036'36" E 13.07' 3. N 72°48'32" W 22.64' 4. S 17'11'Z8" W 10.50, 5. N 72048'32" W 50.00' 6. S 28°37105" E 13.95' 7. S 48034'3T" W 9.93, 8. N 88.11'22" W 13.93' 9. N 83920'27" E 28.44' 10. S 83°47'53" W 27.82' 11. S 07'55'26" E. 27.92' 12. S 17011'28" W 15.00, 13. N 72°48'32" W. 15.00, \ 1 s y0. j � 5•U.E. -�, �v QE, E r^z tY y f 75 o ,"= o 'x r 8 r 4 � sm w Z,1y'♦•1 yA 't 1e L4 Vy A= 09039'30" R= 565.00' T= 47.73' L= 95.24' C= 95.13, B= N67"58'47"W im _. _ _ _ CLERKS FILE ND.99-RWSU146EPENDENT SCHOOL -1 50-FUTLIRE RAW, pap+r pF B£G8WN1 SOUTH COLONY BOULEVARD 0E01CATON S42°17'29"E 752.70' 20'COMMON MEA 2/LANDSCAPE BUFFER #'XLEY -57.08 8.72'-485 � �50.00'- •• 5'U.E.•-1 -�_L --__ , --__I -SV.E� -SO.OQ'--f4.00'^ Ile" `% wl 0 2 � 4 $- L"", _5__3b ____ _e_ _-__ _._7 __11 _ _ 54.00' PHOENIX DRIVE OU4nOiNIN Univc #' HLEY 25• 24 1- 23 22 21 ¢ 20 545•#'#"F o � 15, r n O C Ci l x l 7 g �° � 5'V.E. j Y q f � . • --_-SL00'-t- �-58.Bt-1 tg G1•� � 3 � I m a 15 16 17 18 19 3 r, iQ � _--- _-- a _ _ -- 20'e.t. ..-. _� 5 3: I liar 26`1B•£ b .. 51.00' 67.47' 4 20, ®�,1 1 S42'A•T9"E .55' - { S49'1Y�'E m I %.5a' 3A9• 39.58' 52.00 i �. 52.00' M41' 1J 28 &L. 1 §§ y 8 9 a 10 it 12 13 14 15 16 17 y 1s m "� to I I m� -• . �9.2a'.- 12.08'-39.38' -. _52.G0'- _ - - _ - - _ - - e_ - - - - - - .- - V.E. ` .,.) ^1a.00 r50.ar-. - - _-- _m a-c-... _00.00'._ -.-I Ex. SV.F. I 5•U.E UnM1 5' r I @ m� � t I � 8 ` 27 : $ 26 s 25 24 23 I. 22 1 21 20 Y c :+ ---_I 1---- ----- _--- t.---- 2o'B.L. I - - - - I ---- _ .-_..-- 54.ar L e 50,0p 32.58' x1.42' 62.7V 21 � I 5 540•SS+ 1 Q m w ` 22 1 i- ^f $ , 23 yy N4 y t5. µFEY 24 m w•6.v„ 9.39' YL +..E 230.W - a SUNDANCE DRIVE at 5 54z•1rz9^E ass.5s' _ _ ce » N 1 M N51 g 00` 2' 411OOmN 56.+0' ,S8 50.00' I 1 5000" 4.00' 44.76' - -_'-- '-"-1 ---- ---. -- -- --- ---_-_--....- I Iw 10 • it s 12 13 f4 15 Is 17 P 18 Y $ 19 F 20 w F5 » I »- I 55.5Y-- �. 9.36 a 12 1S5 , A-- 01045,09" 27 K R= 4025.00 wi T= 61.56' 1 = 123.11'i u.E, 123.10' B= S\ 45' 04 "W . n 25, 1S u) _ IV &LEY Ce N42017'29"W 407.86'., -` 95 gs 9 5 tW �545a70po FINAL PLAT N= 14°50'40" A-- 11033,060 of T= 37.13' T= 50733° LEGEND TRAILS L= 73.84' L= 102.32' C= T3.63' LEGEND PARTNERS,LTD, C= 102.15' �"� A S E I B= N490 42' 49"W CLERKS FILE NO.99-R0057712 B= N48104' 02 "W SF ZONING OUT OF THE B.B.B. & C.R.R. SURVEY, ABSTRACT NO. 172 NOTES B.B.B. & C.R.R. SURVEY, ABSTRACT NO. 173 1. Bearing are referenced to Legend Crest Phase I B.B.B. & C.R.R. SURVEY, ABSTRACT NO. 174! IN THE 2. Allot lines are radial or perpendicular to the street unless atherwtse noted by bearing. CITY OF THE COLONY 3. fl2" iron rods with "CORWIN ENGR.INC." Caps set at all - DENTON COUNTY, TEXAS boundary corners, block corners, points of curvature, COMMON AREA 1/LANDSCAPE BUFFER 0.314 ACRES OWNER paints of tangency, and ongle points in public right-of-woy COMMON AREA 2/LANDSCAPE BUFFER. 0.750 ACRES LEGEND PARTNERS, LTD: unless otherwise noted.. 4. t: Indicates 10`x10' Elactric Easement. 1401 BURNHAM DRIVE P401B RNXAS 75093 DRIVE 5. B.L. �- Budding line: - (972) 964-9050 U.E. -. Utility Easements. I E.E. - Electric Easements. PREPARED BY C.M. - Controlling Monument. CORWIN ENGINEERING, INC. V;AM.- Visibility; Access and Maintenance Easement. TOTAL ACRES 31.684 0 - Street Nome Change. 200 W. BELMONT, SUITE E 6. H:O.A.ta maintain TOTAL. LOTS 127 ALLEN, TEXAS 75013 � open and common areas. (972)-396-1200 7. Lot 1. Block. B Is dedicated to H.O.A. - • DECEMBER 2000 SCALE: 1'•-60' . # PE 2 7831�'�I (21 �57d-1154 'rte, iv/-/ P, I , 1... 11 !2 �- -ra, 4G /Pr �.7aiQ Ac, A-.)tix.r11,1-/_ ..r?I 1,. /, - _ IV &LEY Ce N42017'29"W 407.86'., -` 95 gs 9 5 tW �545a70po FINAL PLAT N= 14°50'40" A-- 11033,060 of T= 37.13' T= 50733° LEGEND TRAILS L= 73.84' L= 102.32' C= T3.63' LEGEND PARTNERS,LTD, C= 102.15' �"� A S E I B= N490 42' 49"W CLERKS FILE NO.99-R0057712 B= N48104' 02 "W SF ZONING OUT OF THE B.B.B. & C.R.R. SURVEY, ABSTRACT NO. 172 NOTES B.B.B. & C.R.R. SURVEY, ABSTRACT NO. 173 1. Bearing are referenced to Legend Crest Phase I B.B.B. & C.R.R. SURVEY, ABSTRACT NO. 174! IN THE 2. Allot lines are radial or perpendicular to the street unless atherwtse noted by bearing. CITY OF THE COLONY 3. fl2" iron rods with "CORWIN ENGR.INC." Caps set at all - DENTON COUNTY, TEXAS boundary corners, block corners, points of curvature, COMMON AREA 1/LANDSCAPE BUFFER 0.314 ACRES OWNER paints of tangency, and ongle points in public right-of-woy COMMON AREA 2/LANDSCAPE BUFFER. 0.750 ACRES LEGEND PARTNERS, LTD: unless otherwise noted.. 4. t: Indicates 10`x10' Elactric Easement. 1401 BURNHAM DRIVE P401B RNXAS 75093 DRIVE 5. B.L. �- Budding line: - (972) 964-9050 U.E. -. Utility Easements. I E.E. - Electric Easements. PREPARED BY C.M. - Controlling Monument. CORWIN ENGINEERING, INC. V;AM.- Visibility; Access and Maintenance Easement. TOTAL ACRES 31.684 0 - Street Nome Change. 200 W. BELMONT, SUITE E 6. H:O.A.ta maintain TOTAL. LOTS 127 ALLEN, TEXAS 75013 � open and common areas. (972)-396-1200 7. Lot 1. Block. B Is dedicated to H.O.A. - • DECEMBER 2000 SCALE: 1'•-60' . # PE 2 7831�'�I (21 �57d-1154 'rte, iv/-/ P, I , 1... 11 !2 �- -ra, 4G /Pr �.7aiQ Ac, A-.)tix.r11,1-/_ ..r?I 1,. /, - (21 �57d-1154 'rte, iv/-/ P, I , 1... 11 !2 �- -ra, 4G /Pr �.7aiQ Ac, A-.)tix.r11,1-/_ ..r?I 1,. /, - P13TIa3- r( ndaa tild : ad 1/z)oa 98b02108-0002 : wnN/300 00'9 3wI 00'917 :6u 1 PJ03aa BE609 :# ;dlaz)aa nlph0:6 3t1 0002 02 aaa DO A8313 A1Nf103 d a z v 0 i PATRICKJ BALDASARO MY COMMISSION EXPIRES DECEMBER 8, 2001 LEGAL DESCRIPTION (Legend Trails Phase U WHEREAS, LEGEND PARTNERS LTD., is the owner of a tract of land situated in the B.B.B. & C.R.R. Survey, Abstract No. 172, B.B.B. & C.R.R. Survey, Abstract No.173, and B.B.B. & C.R.R. Survey, Abstract No. 174. in the City of The Colony, Denton County, Texas, being out of a 75,3455 acre tract, as described in the Clerks File No. 99-ROO57712 and out of a 123.833 acre tract, as described in the Clerks File No. 96-ROO68043 in the Deed Records of Denton County, Texas, being more particularly described as follows+ BEGINNING, of a I/2 inch iron rotl found at the most eastern most corner of said 75.3455 acre tract, being on a non -tangent curve to the left. having a radius of 3820.00 feet, a central angle of 11' 51'39", and a tangent of 396.81 feet said point being the most southern corner of Lewisville Independent School District, as described in the Clerks File No. 99-ROO51846 in said Deed Records: THENCE, along the east line of said 75.3455 ocre tract and with said curve to the left for an arc distance of 790.79 feet (Chord Bearing South 43° 14'50" West - 789.38 feet). to a '/2 inch iron rod set THENCE, North 52' 41'00" West, deporting said east line, for a distance of 60.00 feet, to a I/2 inch iron rod set: THENCE. North 07°14'55" West, for o distance of 28.43 feet, to a I/2 inch iron rod set: THENCE. North 51' 57'46" West• for o distance of 125.00 feet, to a 1/2 inch iron rod set on o non -tangent curve to the left, having o radius of 4025.00 feet, a central angle of 01- 45'09", and a tangent of 61,56 feet; THENCE, along said curve to the left for on distance of 123.11 feet (Chord Bearing South 36° 45'04" West - 123.10 feet), to o %2 inch iron rod set: THENCE, North 54°07'30" West, for a distance of 50.00 feet, to a I/2 inch iron rod set on o non -tangent curve to the right, having a radius of 4075,00 feet, a central angle of 00° 10'35", and a tangent of 6,28 feet: THENCE; -Along soil curve to the right for an arc distance of 12.55 feet (Chord Bearing North 35° 57'47" East - 12.55 feet), to a '/2 inch iron rod set: THENCE, North 53° 50'35" West, for a distance of 66.97 feet, to a I/2 inch iron rod set at the point of curvature of o curve to the right, having a radius of 507.50 feet, a central angle of 11' 33'06", and o tangent of 51.33 feet: THENCE, along said curve to the right for an arc distance of 102.32 feel (Chord Bearing North 48.04'02" West - 102.15 feet), to the point of tangency: THENCE, North 42' 17'29" West, for a distance of 407.86 feet, to o I/2 inch iron rod set at the point of curvature of o curve to the left, having a radius of 285.00 feet, a centralangle of 14'50'40", and a tangent of 37.13 feet: THENCE, along said curve to the left for on orc distance of 73.84 feet (Chord Bearing North 49° 42'49" West - 73.63 feet), to a %2 inch iron rod set at the point of a compound curvature of o curve to the left, having a radius of 40.00 feet, a central ongle of 105° 40'23", and a tangent of 52.77 feet: THENCE, along said curve to the left for an orc distance of 73.77 (Chord Bearing South 70°01'39" West - 63.75 feet), to a I/2 inch iron rod set at the point tangency: THENCE. South 17° 11'28" West, for a distance of 15.00 feet, to a '/2 inch iron rod set THENCE, North 72° 48'32" West, for a distance of 15.00 feet, to o I/2 inch iron rod set: THENCE, North 17° 11'28" East, for a distance of 138.42 feet, to a I/2 inch iron rod set at the point of curvature of a curve to the right, having a radius of 307.50 feet, o central angle of 10° 25'08", and a tangent of 28.04 feet: THENCE, along said curve to the right for an are distance of 55,92 feet (Chord Dearing North 22° 24'02" East - 55.84 feet), to o 1/2 inch iron rod set at the point of tangency: THENCE, North 27° 36'36" East, for a distance of 13.07 feet, to o I/2 inch iron rod set on a curve to the left, having a radius of 565.00 feet, o central angle of 09' 39'30", and a tongent of 47.73 feet: THENCE, olong said curve to the left for on orc distance of 95.24 feet (Chord Bearing North 67° 58'47" West - 95.13 feet), to 0 1/2 inch iron rod set of the point of tongency: THENCE. North 72' 48'32" West, for a distance of 22.64 feet, to a 1112 inch iron rod set: THENCE, South 17' 11'28" West, for o distance of 10.50 feet, to a I/2 inch iron rod set: THENCE, North 72' 48,32" West, for a distance of 50.00 feet, to a I112 inch iron rod set: THENCE, North 17' 11'28" East, for a distance of 292.39 feet, to a I/2 inch iron rod set on a non -tangent curve to the left. having a radius of 850.00 feet, a central angle of 12° 02'09", and a tangent of 89.61 feet: THENCE, along said curve to the left for an arc distance of 178.56 feet (Chord Bearing North 83' 43'46" West - 178.23 feet), to a I/2 inch iron rod set: THENCE, North 17° 11'28" East, for a distance of 499.71 feet, to o I/2 inch iron rod set on a curve to the left, having a radius of 1340.00 feet, a central angle of 06° 37'24", and a tangent of 77.54 feet: THENCE, along said curve to the left for on are distance of 154.90 feet (Chord Bearing North 86° 20'51' West - 154.82 feet), to a '112 inch iron rod set of the point of tongency: THENCE, North 89° 39'33" West, for o distance of 176.27 feet, to a I/2 inch iron rod set: THENCE, North 00' 33'01" East, for a distance of 100.00 feet, to a I/2 inch iron rod set; THENCE, South 89' 39'33" East, for o distance of 175.91 feet, to a I/2 inch iron rod set at the point of curvature of o curve to the right, having a radius of 1440.00 feet, a central ongle of 43° 24'58", and a tangent of 573.28 feet: THENCE, along said curve to the right, for on arc distance of 1091.17 feet (Chord Bearing South 67' 57'04" East - 1065.25 feet), to a 1/2 inch iron rod set: THENCE, South 43° 45'32" West, for a distance of 50.00 feet to a I/2 inch iron rod set in the north line of said 75.3455 ocre tract, being on a curve to the right, having a radius of 1390.00 feet, a central angle of 03° 57'06", and a tangent of 47.95 feet: THENCE, along said north line and along said curve to the right for on orc distance of 95.87 feet (Chord bearing South 441 16'02" East - 95.85 feet), to a I/2 inch iron rod set at the point of tongency: THENCE, South 42° 17'29" East, continuing with said north line, for a distance of 752.70 feet to a the POINT OF BEGINNING and containing 31.684 acres of land. SURVEYOR'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS that I, WARREN L. CORWIN, do hereby certify that Iprepored this Finol Plot and the field notes from on octuolond accurate survey of the land, that the corner monuments shown thereon were properly placed under my personal supervision in accordance with the subdivison Regulations of the City of The Cc y, Texas. WARREN L. CORWIN R.P.L$. No. 4621 THE STATE OF TEXAS COUNTY OF COLLIN Before me, the undersigned, a Notary Public in and for the State of Texas, on this day personally appeared WARREN L. CORWIN. known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed some for the purpose and consideration therein expressed. Given under my hand and seal of office, this 15 day of 1,_.)LL,,__, 2000 NOW, THEREFORE. KNOW ALL MEIN BY THESE PRESENTS; THAT LEGEND PARTNERS LTO. ACTING HEREIN BY AND THROUGH ITS DUTY AUTHORIZED OFFICERS, DOES HEREBY ADOPT THIS PLAT DESIGNATING THE HEREIN ABOVE DESCRIBED PROPERTY AS LEGEND TRAILS PHASE I, AN ADDITION TO THE CITY OF THE COLONY, TEXAS. AND DOES HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE STREETS AND ALLEYS THEREON. AND DOES HEREBY DEDICATE THE EASEMENT STRIPS SHOWN 0 THE PLAT FOR MUTUAL USE AND ACCOMMODATION OF ALL PUBLIC UTILITIES DESIRING TO USE, OR USING SAME, NO BUILDINGS. FENCES, TREES. SHRUBS, OR OTHER IMPROVEMENTS SHALL BE CONSTRUCTED OR PLACED UPON. OVER, OR ACROSS THE EASEMENT STRIPS ON SAID PLAT, ANY PUBLIC UTILITY SHALL HAVE. THE RIGHT TO REMOVE AND KEEP REMOVED ALL GROWTHS WHICH IN ANY WAY ENDANGER OP, INTERFERE WITH THE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF ITS RESPECTIVE SYSTEM ON ANY OF THESE EASEMENT STRIP$.AND ANY PUBLIC UTLITY SHALL AT ALL. TIMES HAVE THE RIGHT OF INGRESS OR EGRESS TO AND FROM AND UPON ANY SAID EASEMENTS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPE(TING. PATROLLING, MANTANING, AND ADDING TO OR REMOVING ALL OR PORT 0; ITS RESPECTIVE SYSTEM WITHOUT THE NECESSPY AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE,. WITNESS MY Htf) THIS DAY OF .- /- _, 2000, LEGEND PARTNE�S LTD. BY: ISSAM KAF PRESIDENT STATE OF TEXAS BEFORE ME, THE UNDERSIGNED AUTHORITY,A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS,ON THIS DAY PERSONALLY APPEARED ISSAM KAPANOUH, KNOWN TO ME TO BE THE PERSON WHOSE NAVE IS SUBSCRIBED FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS—�S DAY OF _,P_t?V ,2000_ NA� 9'5 IN AND FOR THESTATE OF TEXAS MY COMMISSION EXPIRES' PUBLIC UTILITY COMPANY SIGNATURE ../[G4.f•,_.__ iK/A DENT COUNTY ELECTRIC COOPEOOPERATIVE. INC Dbo COSERV ELECTRIC THE CITY �F THE COLONY, TEXAS, THIS 91- DAY OF ©,{/0,�1�p,� 1.26604t CHAIRMAN OF THE PLANNING AND ZONING COMMISSION FINAL PLAT OF LEGEND TRAILS PHASE I OUT OF THE B.B.B. & C.R.R. SURVEY, ABSTRACT NO. 172 B.B.B. & C.R.R. SURVEY, ABSTRACT NO. 173 B.B.B. & C.R.R. SURVEY, ABSTRACT NO. 174 1N THE CITY OF THE COLONY DENTON COUNTY, TEXAS OWNER LEGEND PARTNERS, 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 DECEMBER 2000 OF TEXAS SHEET 2OF2 e13i1a / nda0 S91702108-000F : 1/30C 0019 1W OOC 00'9h :6u1p 9£60S :#dtaO me170:6 1•ti 0002 02 30(1 uO AiN 3 :uI QNNT ZI LEGEND PARTNERS,LTD, CLERKS FILE NO.96-R0068043 SF ZONING A= 43°24'58" 0 oar R= 1440.00' T= ' 1091.1 C= 1065.25' B= S67'57'04YE A= 06°37'24" R= 1340.00` T= 77.54' L= 154.90' C= 154.82' B= N86020'51"W LEGEND F CLERKS FILE SF BENCHMARKS N R.R. SPIKE IN NORTH SIDE OF P.P. 0 NORTH R.O.W. JNC ENTERPRISE LTD. HWY 121,255i EAST OF PROPOSED MORNING STAR DRIVE CLERKS FILE NO.96-R0068040 ELEVATION - 618.15 PLR' CUT ON THE TOP OF CURB PCCR NORTH SIDE OF ALLEY, WEST SIDE OF MORNING STAR DRIVE, 1201s SOUTH OF CENTERLINE CURVE TABLE BAKER DRIVE (NORTH OF SITE) ELEVATION - 599,93 CURVE NO. DELTA RADIUS LENGTH TANGENT CHORD BEARING 1. 10`25108" 307.50' 55.92' 28.04' 55.84' N22024'02"E 2. 30'31'03" 590.00' 314.25' 160.95' 310.55' S57033'01"E 3. 10025'08" 292,50' 53.19 26.67' 53.12' S22.24`02"W 4. 78046'29" 40.00` 55.00' 32.84' 50.76' S22°11'47"E 5. 19017'32" 300.00' 101.01' 50.99' 100.54' S51°56'15"E 6. 11°33'06" 492.50' 99.30, 49.82' 99.13' S48004'020E 7. 02010'46" 4050.001 154.05' 7T.04' 154.04' S36°57'53"W 8. 09°40'17" 500.00' $4.40' 42.30' $4.30' S47°07'38"E 9. 32°18'26" 725.00' 408.80' 210.00' 403.41' S58026'42"E 10. 32.16'16" 740.00' 416.79' 214.09' 411.31' S58.25'37"E 11. 90`00,001, 40.00' 62.83' 40.00' 56.57' S02.42'31"W 12. 90,00,000 40.00' 62.83' 40.00' 56.57' N87.17'29"W 13. 06°38'23" 632.50' 73.30' 36.69' 73.26' S45036'40"E 14. 06°36'51" 617.50' 71.28' 35.68' 71.24' $45035'55"E 15. 03053'09" 4050.00' 274.67' 137.39' 274.61' S39.59'50"W 16. 89-18'43" 40,00' 62.35' 39.52, 56.23' S84049'33"W 17. 09'10'48" 3880.00' 621.66' 311.50' 620.99' S43023'00"W 18. 88"45'27" 100.00' 164,91' 97.85' 139.88' S02005'14"W 19. 179.01'46" 50.00' 156.23' --1 100.GO' S01°39'01"W 20. 04.02'29" 4050.00' 285.67' 142.89' 285.61' S43°57'39"W 21. "90*50,584 40.00' 63.42' 40.60' 56.99, SOZ001105"W 22. 30*07139' 1020.00' 536.34' 2T4.53' 530.18' S58°28'14"E 23. 31913'56" 1035.00' 564.19' 289.29' 557.23' S57°54'27"E 24. 33038'20" $75.00' 513.72' 264.50' 506.37' S59006'39"E 25. 130.19'10" 875.00' 203.41' 102-16' 202.95' S82035'230E 26. 173°00'O1" 50.00, 150.97' 99.81'- N58'07'06"E - 27. 22°44'24" 117O.00' 464.36' 235.28' 461.32' $63.17'45"E 28. 09038'04" 1170.00' 196.74' 98,60, 196.51' S47006'31"E 29. 92.09'07"-40.00' 64.33' 41.53' 57.62' $88044'400.W 30. 02053'17" 1305.00' 65.78' 32.90' 65.77' S43044'08"E 31. 07°31'37" 1340.00' 176.04' 88.95' 175.91' S46003'18"E 32. 28.56'26" 1340.00' 676.85' 345.81' 669.67' S68033'56"E 33. 92009'07" 40.00' 64.33' 41.53' 57.62' S12°36'47"E 34. i1°14'5$" 1305.00' 256.23' 128.53' 255.81' S64+18'49"E 35. 92009'07" 40,00' 64.33' 41.53' 57.62' S63059.'08"W 36. 92°09'07" 40.00' 64.33' 41.53' 57.62' S28°09'590E 37. 04035'52" 1305.00' 104.72' 52.39' 104.69' S76932'28"E 38. 83058'08" 40.00' 58.62' 36.00, 53.51' S59010'32"1# 39. 11051'.39" 3820.00' 790.79' 396. 81' T89.38' S430:14'50"W 40. 05.43'18" 1390.00' 138.80, 69.46' 138.75' S49°06'.140E 41. 37°41'40" 1390.00' 914.47' 474.47' 898.07' S70048'43"E 42. 03057'06" 1390.00'" 95,87' 47.95' 95.85' S44°16'02"E 43. 105040'23" 40.00' 7377' 52.77' 63.75' S70"01'39"W 44. 11'55'004 142.50' 29.64' 14.87' 29.58' S11°13'58"W 45. 11055'24" 157.50' 32.78' 16.45' 32.72' S11.13'46"W 46. 00010'35" 4075,00' 12.55' 6,28' '12.55' N35°57'470E 47> 88:45'270 1.1500' 178.15' 11253, 160.86' S02t05'14"W 48. 0617`460 3915:00' 430,20' :215:32' 429.99' S43°19'05"W :.d9" i?Its/23L0'iC:2 : 1G •' a &UFfE C34 t51 gOyp� 0oa�°`L 1d > A= 1$$°02`09"1 R- 85 * 020' T= 89. 1' C= i 78.23� B= N83043 46' \la`s\\ LINE TABLE \ \� LINE NO. BEARING DISTANCE 1. N 07.14'55"W 28.43' 2. N 27036'36" E 13.07' 3. N 72°48'32" W 22.64' 4. S 17'11'Z8" W 10.50, 5. N 72048'32" W 50.00' 6. S 28°37105" E 13.95' 7. S 48034'3T" W 9.93, 8. N 88.11'22" W 13.93' 9. N 83920'27" E 28.44' 10. S 83°47'53" W 27.82' 11. S 07'55'26" E. 27.92' 12. S 17011'28" W 15.00, 13. N 72°48'32" W. 15.00, \ 1 s y0. j � 5•U.E. -�, �v QE, E r^z tY y f 75 o ,"= o 'x r 8 r 4 � sm w Z,1y'♦•1 yA 't 1e L4 Vy A= 09039'30" R= 565.00' T= 47.73' L= 95.24' C= 95.13, B= N67"58'47"W im _. _ _ _ CLERKS FILE ND.99-RWSU146EPENDENT SCHOOL -1 50-FUTLIRE RAW, pap+r pF B£G8WN1 SOUTH COLONY BOULEVARD 0E01CATON S42°17'29"E 752.70' 20'COMMON MEA 2/LANDSCAPE BUFFER #'XLEY -57.08 8.72'-485 � �50.00'- •• 5'U.E.•-1 -�_L --__ , --__I -SV.E� -SO.OQ'--f4.00'^ Ile" `% wl 0 2 � 4 $- L"", _5__3b ____ _e_ _-__ _._7 __11 _ _ 54.00' PHOENIX DRIVE OU4nOiNIN Univc #' HLEY 25• 24 1- 23 22 21 ¢ 20 545•#'#"F o � 15, r n O C Ci l x l 7 g �° � 5'V.E. j Y q f � . • --_-SL00'-t- �-58.Bt-1 tg G1•� � 3 � I m a 15 16 17 18 19 3 r, iQ � _--- _-- a _ _ -- 20'e.t. ..-. _� 5 3: I liar 26`1B•£ b .. 51.00' 67.47' 4 20, ®�,1 1 S42'A•T9"E .55' - { S49'1Y�'E m I %.5a' 3A9• 39.58' 52.00 i �. 52.00' M41' 1J 28 &L. 1 §§ y 8 9 a 10 it 12 13 14 15 16 17 y 1s m "� to I I m� -• . �9.2a'.- 12.08'-39.38' -. _52.G0'- _ - - _ - - _ - - e_ - - - - - - .- - V.E. ` .,.) ^1a.00 r50.ar-. - - _-- _m a-c-... _00.00'._ -.-I Ex. SV.F. I 5•U.E UnM1 5' r I @ m� � t I � 8 ` 27 : $ 26 s 25 24 23 I. 22 1 21 20 Y c :+ ---_I 1---- ----- _--- t.---- 2o'B.L. I - - - - I ---- _ .-_..-- 54.ar L e 50,0p 32.58' x1.42' 62.7V 21 � I 5 540•SS+ 1 Q m w ` 22 1 i- ^f $ , 23 yy N4 y t5. µFEY 24 m w•6.v„ 9.39' YL +..E 230.W - a SUNDANCE DRIVE at 5 54z•1rz9^E ass.5s' _ _ ce » N 1 M N51 g 00` 2' 411OOmN 56.+0' ,S8 50.00' I 1 5000" 4.00' 44.76' - -_'-- '-"-1 ---- ---. -- -- --- ---_-_--....- I Iw 10 • it s 12 13 f4 15 Is 17 P 18 Y $ 19 F 20 w F5 » I »- I 55.5Y-- �. 9.36 a 12 1S5 , A-- 01045,09" 27 K R= 4025.00 wi T= 61.56' 1 = 123.11'i u.E, 123.10' B= S\ 45' 04 "W . n 25, 1S u) _ IV &LEY Ce N42017'29"W 407.86'., -` 95 gs 9 5 tW �545a70po FINAL PLAT N= 14°50'40" A-- 11033,060 of T= 37.13' T= 50733 19 LEGEND TRAILS L= 73.84' L= 102.32' C= T3.63' LEGEND PARTNERS,LTD, C= 102.15' �"� A S E I B= N490 42' 49"W CLERKS FILE NO.99-R0057712 B= N48104' 02 "W SF ZONING OUT OF THE B.B.B. & C.R.R. SURVEY, ABSTRACT NO. 172 NOTES B.B.B. & C.R.R. SURVEY, ABSTRACT NO. 173 1. Bearing are referenced to Legend Crest Phase I B.B.B. & C.R.R. SURVEY, ABSTRACT NO. 174! IN THE 2. Allot lines are radial or perpendicular to the street unless atherwtse noted by bearing. CITY OF THE COLONY 3. fl2" iron rods with "CORWIN ENGR.INC." Caps set at all - DENTON COUNTY, TEXAS boundary corners, block corners, points of curvature, COMMON AREA 1/LANDSCAPE BUFFER 0.314 ACRES OWNER paints of tangency, and ongle points in public right-of-woy COMMON AREA 2/LANDSCAPE BUFFER. 0.750 ACRES LEGEND PARTNERS, LTD: unless otherwise noted.. 4. t: Indicates 10`x10' Elactric Easement. 1401 BURNHAM DRIVE P401B RNXAS 75093 DRIVE 5. B.L. �- Budding line: - (972) 964-9050 U.E. -. Utility Easements. I E.E. - Electric Easements. PREPARED BY C.M. - Controlling Monument. CORWIN ENGINEERING, INC. V;AM.- Visibility; Access and Maintenance Easement. TOTAL ACRES 31.684 0 - Street Nome Change. 200 W. BELMONT, SUITE E 6. H:O.A.ta maintain TOTAL. LOTS 127 ALLEN, TEXAS 75013 � open and common areas. (972)-396-1200 7. Lot 1. Block. B Is dedicated to H.O.A. - • DECEMBER 2000 SCALE: 1'•-60' . # PE 2 7831�'�I (21 �57d-1154 'rte, iv/-/ P, I , 1... 11 !2 �- -ra, 4G /Pr �.7aiQ Ac, A-.)tix.r11,1-/_ ..r?I 1,. /, - _ IV &LEY Ce N42017'29"W 407.86'., -` 95 gs 9 5 tW �545a70po FINAL PLAT N= 14°50'40" A-- 11033,060 of T= 37.13' T= 50733 19 LEGEND TRAILS L= 73.84' L= 102.32' C= T3.63' LEGEND PARTNERS,LTD, C= 102.15' �"� A S E I B= N490 42' 49"W CLERKS FILE NO.99-R0057712 B= N48104' 02 "W SF ZONING OUT OF THE B.B.B. & C.R.R. SURVEY, ABSTRACT NO. 172 NOTES B.B.B. & C.R.R. SURVEY, ABSTRACT NO. 173 1. Bearing are referenced to Legend Crest Phase I B.B.B. & C.R.R. SURVEY, ABSTRACT NO. 174! IN THE 2. Allot lines are radial or perpendicular to the street unless atherwtse noted by bearing. CITY OF THE COLONY 3. fl2" iron rods with "CORWIN ENGR.INC." Caps set at all - DENTON COUNTY, TEXAS boundary corners, block corners, points of curvature, COMMON AREA 1/LANDSCAPE BUFFER 0.314 ACRES OWNER paints of tangency, and ongle points in public right-of-woy COMMON AREA 2/LANDSCAPE BUFFER. 0.750 ACRES LEGEND PARTNERS, LTD: unless otherwise noted.. 4. t: Indicates 10`x10' Elactric Easement. 1401 BURNHAM DRIVE P401B RNXAS 75093 DRIVE 5. B.L. �- Budding line: - (972) 964-9050 U.E. -. Utility Easements. I E.E. - Electric Easements. PREPARED BY C.M. - Controlling Monument. CORWIN ENGINEERING, INC. V;AM.- Visibility; Access and Maintenance Easement. TOTAL ACRES 31.684 0 - Street Nome Change. 200 W. BELMONT, SUITE E 6. H:O.A.ta maintain TOTAL. LOTS 127 ALLEN, TEXAS 75013 � open and common areas. (972)-396-1200 7. Lot 1. Block. B Is dedicated to H.O.A. - • DECEMBER 2000 SCALE: 1'•-60' . # PE 2 7831�'�I (21 �57d-1154 'rte, iv/-/ P, I , 1... 11 !2 �- -ra, 4G /Pr �.7aiQ Ac, A-.)tix.r11,1-/_ ..r?I 1,. /, - (21 �57d-1154 'rte, iv/-/ P, I , 1... 11 !2 �- -ra, 4G /Pr �.7aiQ Ac, A-.)tix.r11,1-/_ ..r?I 1,. /, - P13TIa3- r( ndaa tild : ad 1/z)oa 98b02108-0002 : wnN/300 00'9 3wI 00'917 :6u 1 PJ03aa BE609 :# ;dlaz)aa nlph0:6 3t1 0002 02 aaa DO A8313 A1Nf103 d a z v 0 i PATRICKJ BALDASARO MY COMMISSION EXPIRES DECEMBER 8, 2001 LEGAL DESCRIPTION (Legend Trails Phase U WHEREAS, LEGEND PARTNERS LTD., is the owner of a tract of land situated in the B.B.B. & C.R.R. Survey, Abstract No. 172, B.B.B. & C.R.R. Survey, Abstract No.173, and B.B.B. & C.R.R. Survey, Abstract No. 174. in the City of The Colony, Denton County, Texas, being out of a 75,3455 acre tract, as described in the Clerks File No. 99-ROO57712 and out of a 123.833 acre tract, as described in the Clerks File No. 96-ROO68043 in the Deed Records of Denton County, Texas, being more particularly described as follows+ BEGINNING, of a I/2 inch iron rotl found at the most eastern most corner of said 75.3455 acre tract, being on a non -tangent curve to the left. having a radius of 3820.00 feet, a central angle of 11' 51'39", and a tangent of 396.81 feet said point being the most southern corner of Lewisville Independent School District, as described in the Clerks File No. 99-ROO51846 in said Deed Records: THENCE, along the east line of said 75.3455 ocre tract and with said curve to the left for an arc distance of 790.79 feet (Chord Bearing South 43° 14'50" West - 789.38 feet). to a '/2 inch iron rod set THENCE, North 52' 41'00" West, deporting said east line, for a distance of 60.00 feet, to a I/2 inch iron rod set: THENCE. North 07°14'55" West, for o distance of 28.43 feet, to a I/2 inch iron rod set: THENCE. North 51' 57'46" West• for o distance of 125.00 feet, to a 1/2 inch iron rod set on o non -tangent curve to the left, having o radius of 4025.00 feet, a central angle of 01- 45'09", and a tangent of 61,56 feet; THENCE, along said curve to the left for on distance of 123.11 feet (Chord Bearing South 36° 45'04" West - 123.10 feet), to o %2 inch iron rod set: THENCE, North 54°07'30" West, for a distance of 50.00 feet, to a I/2 inch iron rod set on o non -tangent curve to the right, having a radius of 4075,00 feet, a central angle of 00° 10'35", and a tangent of 6,28 feet: THENCE; -Along soil curve to the right for an arc distance of 12.55 feet (Chord Bearing North 35° 57'47" East - 12.55 feet), to a '/2 inch iron rod set: THENCE, North 53° 50'35" West, for a distance of 66.97 feet, to a I/2 inch iron rod set at the point of curvature of o curve to the right, having a radius of 507.50 feet, a central angle of 11' 33'06", and o tangent of 51.33 feet: THENCE, along said curve to the right for an arc distance of 102.32 feel (Chord Bearing North 48.04'02" West - 102.15 feet), to the point of tangency: THENCE, North 42' 17'29" West, for a distance of 407.86 feet, to o I/2 inch iron rod set at the point of curvature of o curve to the left, having a radius of 285.00 feet, a centralangle of 14'50'40", and a tangent of 37.13 feet: THENCE, along said curve to the left for on orc distance of 73.84 feet (Chord Bearing North 49° 42'49" West - 73.63 feet), to a %2 inch iron rod set at the point of a compound curvature of o curve to the left, having a radius of 40.00 feet, a central ongle of 105° 40'23", and a tangent of 52.77 feet: THENCE, along said curve to the left for an orc distance of 73.77 (Chord Bearing South 70°01'39" West - 63.75 feet), to a I/2 inch iron rod set at the point tangency: THENCE. South 17° 11'28" West, for a distance of 15.00 feet, to a '/2 inch iron rod set THENCE, North 72° 48'32" West, for a distance of 15.00 feet, to o I/2 inch iron rod set: THENCE, North 17° 11'28" East, for a distance of 138.42 feet, to a I/2 inch iron rod set at the point of curvature of a curve to the right, having a radius of 307.50 feet, o central angle of 10° 25'08", and a tangent of 28.04 feet: THENCE, along said curve to the right for an are distance of 55,92 feet (Chord Dearing North 22° 24'02" East - 55.84 feet), to o 1/2 inch iron rod set at the point of tangency: THENCE, North 27° 36'36" East, for a distance of 13.07 feet, to o I/2 inch iron rod set on a curve to the left, having a radius of 565.00 feet, o central angle of 09' 39'30", and a tongent of 47.73 feet: THENCE, olong said curve to the left for on orc distance of 95.24 feet (Chord Bearing North 67° 58'47" West - 95.13 feet), to 0 1/2 inch iron rod set of the point of tongency: THENCE. North 72' 48'32" West, for a distance of 22.64 feet, to a 1112 inch iron rod set: THENCE, South 17' 11'28" West, for o distance of 10.50 feet, to a I/2 inch iron rod set: THENCE, North 72' 48,32" West, for a distance of 50.00 feet, to a I112 inch iron rod set: THENCE, North 17' 11'28" East, for a distance of 292.39 feet, to a I/2 inch iron rod set on a non -tangent curve to the left. having a radius of 850.00 feet, a central angle of 12° 02'09", and a tangent of 89.61 feet: THENCE, along said curve to the left for an arc distance of 178.56 feet (Chord Bearing North 83' 43'46" West - 178.23 feet), to a I/2 inch iron rod set: THENCE, North 17° 11'28" East, for a distance of 499.71 feet, to o I/2 inch iron rod set on a curve to the left, having a radius of 1340.00 feet, a central angle of 06° 37'24", and a tangent of 77.54 feet: THENCE, along said curve to the left for on are distance of 154.90 feet (Chord Bearing North 86° 20'51' West - 154.82 feet), to a '112 inch iron rod set of the point of tongency: THENCE, North 89° 39'33" West, for o distance of 176.27 feet, to a I/2 inch iron rod set: THENCE, North 00' 33'01" East, for a distance of 100.00 feet, to a I/2 inch iron rod set; THENCE, South 89' 39'33" East, for o distance of 175.91 feet, to a I/2 inch iron rod set at the point of curvature of o curve to the right, having a radius of 1440.00 feet, a central ongle of 43° 24'58", and a tangent of 573.28 feet: THENCE, along said curve to the right, for on arc distance of 1091.17 feet (Chord Bearing South 67' 57'04" East - 1065.25 feet), to a 1/2 inch iron rod set: THENCE, South 43° 45'32" West, for a distance of 50.00 feet to a I/2 inch iron rod set in the north line of said 75.3455 ocre tract, being on a curve to the right, having a radius of 1390.00 feet, a central angle of 03° 57'06", and a tangent of 47.95 feet: THENCE, along said north line and along said curve to the right for on orc distance of 95.87 feet (Chord bearing South 441 16'02" East - 95.85 feet), to a I/2 inch iron rod set at the point of tongency: THENCE, South 42° 17'29" East, continuing with said north line, for a distance of 752.70 feet to a the POINT OF BEGINNING and containing 31.684 acres of land. SURVEYOR'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS that I, WARREN L. CORWIN, do hereby certify that Iprepored this Finol Plot and the field notes from on octuolond accurate survey of the land, that the corner monuments shown thereon were properly placed under my personal supervision in accordance with the subdivison Regulations of the City of The Cc y, Texas. WARREN L. CORWIN R.P.L$. No. 4621 THE STATE OF TEXAS COUNTY OF COLLIN Before me, the undersigned, a Notary Public in and for the State of Texas, on this day personally appeared WARREN L. CORWIN. known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed some for the purpose and consideration therein expressed. Given under my hand and seal of office, this 15 day of 1,_.)LL,,__, 2000 NOW, THEREFORE. KNOW ALL MEIN BY THESE PRESENTS; THAT LEGEND PARTNERS LTO. ACTING HEREIN BY AND THROUGH ITS DUTY AUTHORIZED OFFICERS, DOES HEREBY ADOPT THIS PLAT DESIGNATING THE HEREIN ABOVE DESCRIBED PROPERTY AS LEGEND TRAILS PHASE I, AN ADDITION TO THE CITY OF THE COLONY, TEXAS. AND DOES HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE STREETS AND ALLEYS THEREON. AND DOES HEREBY DEDICATE THE EASEMENT STRIPS SHOWN 0 THE PLAT FOR MUTUAL USE AND ACCOMMODATION OF ALL PUBLIC UTILITIES DESIRING TO USE, OR USING SAME, NO BUILDINGS. FENCES, TREES. SHRUBS, OR OTHER IMPROVEMENTS SHALL BE CONSTRUCTED OR PLACED UPON. OVER, OR ACROSS THE EASEMENT STRIPS ON SAID PLAT, ANY PUBLIC UTILITY SHALL HAVE. THE RIGHT TO REMOVE AND KEEP REMOVED ALL GROWTHS WHICH IN ANY WAY ENDANGER OP, INTERFERE WITH THE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF ITS RESPECTIVE SYSTEM ON ANY OF THESE EASEMENT STRIP$.AND ANY PUBLIC UTLITY SHALL AT ALL. TIMES HAVE THE RIGHT OF INGRESS OR EGRESS TO AND FROM AND UPON ANY SAID EASEMENTS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPE(TING. PATROLLING, MANTANING, AND ADDING TO OR REMOVING ALL OR PORT 0; ITS RESPECTIVE SYSTEM WITHOUT THE NECESSPY AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE,. WITNESS MY Htf) THIS DAY OF .- /- _, 2000, LEGEND PARTNE�S LTD. BY: ISSAM KAF PRESIDENT STATE OF TEXAS BEFORE ME, THE UNDERSIGNED AUTHORITY,A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS,ON THIS DAY PERSONALLY APPEARED ISSAM KAPANOUH, KNOWN TO ME TO BE THE PERSON WHOSE NAVE IS SUBSCRIBED FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS—�S DAY OF _,P_t?V ,2000_ NA� 9'5 IN AND FOR THESTATE OF TEXAS MY COMMISSION EXPIRES' PUBLIC UTILITY COMPANY SIGNATURE ../[G4.f•,_.__ iK/A DENT COUNTY ELECTRIC COOPEOOPERATIVE. INC Dbo COSERV ELECTRIC THE CITY �F THE COLONY, TEXAS, THIS 91- DAY OF ©,{/0,�1�p,� 1.26604t CHAIRMAN OF THE PLANNING AND ZONING COMMISSION FINAL PLAT OF LEGEND TRAILS PHASE I OUT OF THE B.B.B. & C.R.R. SURVEY, ABSTRACT NO. 172 B.B.B. & C.R.R. SURVEY, ABSTRACT NO. 173 B.B.B. & C.R.R. SURVEY, ABSTRACT NO. 174 1N THE CITY OF THE COLONY DENTON COUNTY, TEXAS OWNER LEGEND PARTNERS, 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 DECEMBER 2000 OF TEXAS SHEET 2OF2 zz 'O o Cc) C aU) 0 0) M� .rn rnw -I U. wuj e13ila / nda0 99,702108-0002 : �1"30a 0019 1W ODO 00'9h :6u1p 9£60S :#dta0 "170:6 1•ti 0002 02 30(1 LID N18 lO AlN 3 :u " DNjO ,�p,To A= 43°24'58" R= 1440.00' T= 573.28' L= 1091.17' C= 1065.25' B= S67°57'04 A= 06°37'24" R= 1340.00` T= 77.54' L= 154.90' C= 154.82' B= N86020'51"W LEGEND F CLERKS FILE SF BENCHMARKS N R.R. SPIKE IN NORTH SIDE OF P.P. a NORTH R.O.W. JNC ENTERPRISE LTD. HWY 121,255i EAST OF PROPOSED MORNING STAR DRIVE CLERKS FILE NO.96-R0068040 ELEVATION - 618.15 PLR' CUT ON THE TOP OF CURB PCCR NORTH SIDE OF ALLEY, WEST SIDE OF MORNING STAR DRIVE, 1201s SOUTH OF CENTERLINE CURVE TABLE BAKER DRIVE (NORTH OF SITE) ELEVATION - 599,93 CURVE NO. DELTA RADIUS LENGTH TANGENT CHORD BEARING 1. 10`25108" 307.50' 55.92' 28.04' 55.84' N22024'02"E 2. 30'31'03" 590.00' 314.25' 160.95' 310.55' S57033'01"E 3. 10025,081, 292.50, 53.19, 26.67' 53.12' S22.24'02"W 4. 78046'29" 40.00' 55.0D' 32.84' 50.76' S22°11'47"E 5. 19017'32" 300.00' 101.01' 50.99' 100.54' S51°56'15"E 6. 11°33'06" 492.50' 99.30, 49.82' 99.13' S48004'020E 7. 02010'46" 4050.001 154.05' 77.04' 154.04' S36°57'53"W 8. 09040'17" 500.00' $4.40' 42.30, $4.30' S47°07'38"E 9. 32°18'26" 725.00' 408.80' 210.00' 403.41' S58026'42"E 10. 32.16'16" 740,00' 416.79' 214.09' 411.31' S58.25'37"E 11. 90*00,001, 40.00' 62.83, 40.00' 56.57' S02.42'31"W 12. 90,00,000 40.00' 62.83' 40.00' 56.57' N87.17'29"W 13. 06°38'23" 632.50' 73.30' 36.69' 73.26' S45036'40"E 14. 06°36'51" 617.50' 71.28' 35.68' 71.24' $45035'55"E 15. 03053'09" 4050.00' 274.67' 137.39' 274.61' S39.59'50"W 16. 89918'43" 40,00' 62.35' 39.52, 56.23' S84049'33"W 17. 09°10'48" 3880.00' 621.66' 311.50' 620.99' S43023'00"W 18. 88.45'27" 100.00' 164,91' 97.85' 139.88' S02005'14"W 19. 179.01'46" 50.00' 156.23' --1 100.GO' S01°39'01"W 20. 04.02'29" 4050.00' 285.67' 142.89' 285.61' S43°57'39"W 21. "90*50,584 40.00' 63.42' 40.60' 56.99, S02'01105"w 22. 30*07139' 1020.00' 536.34' 274.53' 530.18' S58°28'14"E 23. 31°13'56" 1035.00' 564.19' 289.29' 557.23' S5T°54'27"E 24. 33038'20" $75.00' 513.72' 264.50' 506.37' S59006'39"E 25. 130.19'10" 875.00' 203.41' 102-16' 202.95' S82035'230E 26. 173°00'O1" 50.00, 150.97' 99.81'- N58'07'06"E - 27. 22°44'24" 117O.00' 464.36' 235.28' 461.32' $63017'45"E 28. 09038'04" 1170.00' 196.74' 98,60, 196.51' S47006'31"E 29. 92.09'07"-40.00' 64.33' 41.53' 57.62' $88044'400.w 30. 02053'17" 1305.00' 65.78' 32.90' 65.77' S43044'08"E 31. 07°31'37" 1340.00' 176.04' 88.95' 175.91' S46003'18"E 32. 28.56'26" 1340.00' 676.85' 345.81' 669.67' S68°33'56"E 33. 92009'07" 40.00' 64.33' 41.53' 57.62' S12°36'47"E 34. i1°14'56" 1305.00' 256.23' 128.53' 255.81' S64018'49"E 35. 92009'07" 40,00' 64.33' 41.53' 57.62' S63059.'08"W 36. 92009'07" 40.00' 64.33' 41.53' 57.62' S28°09'590E 37. 04035'52" 1305.00' 104.72' 52.39' 104.69' S76932'28"E 38. 83058'08" 40.00' 58.62' 36.00, 53.51' S59010'32"1# 39. 11151'.39" 3820.00' 790.79' 396.81' 789.38' S430:14'50"W 40. 05.43'18" 1390.00' 138.80, 69.46' 138.75' S49°06'.140E 41. 37°41'40" 1390.00' 914.47' 474.47' 898.07' S70°48'43"E 42. 03057'06" 1390.00'" 95,87' 47.95' 95.85' S44'16'02"E 43. 105040'23" 40.00' 73.77' 52.77' 63.75' S70°01'39"W 44. 11'55'004 142.50' 29.64' 14.87' 29.58' S11"13'58"W 45. 11055'24" 157.50' 32.78` 16.45' 32.72' S11.13'46"W LEGEND PARTNERS,LTD, CLERKS FILE NO.96-R0068043 SF ZONING a' I 0UU(f�R c51 $09p F.h 4�d� 1d > A= 1$$°02`09"\ R- 85 * 020' T= 89. 1' L= 178.E(6' \ C= 178.23� B= N83043 46"W \ 4� \ LINE TABLE \ \� LINE NO. BEARING DISTANCE 1. N 07.14'55"W 28.43' 2. N 27036'36" E 13.07' 3. N 72°48'32" W 22.64' 4. S 17'11'Z8" W 10.50, 51 N 72048'32" W 50.00' 6. S 28°37105" E 13.95' 7. S 48034'37" W 9.93, 8. N 88.11'22" W 13.93' 9. N 83920'27" E 28.44' 10. S 83°47'53" W 27.82' 11. S 07'55'26" E 27.92' 12. S 17011'28" W 15.00, 13. N 72°48'32" W. 15.00, 46. 00°10'35" 4075,00' '12.55' 6.28' 12.55' N35°57'47"E 47' 88°45'27" 1.15 00' 178 15 112.53, 160.86' S02°05'14"W 48 06°17`460 3915 00' 430 20' :215:32' 429.99' S43°19'05"W b_:�'1F'a .ear i?fi CIZUJO'tv'Rd: 1U - _ s <h 80.09` E }m Y m'G » of m , 15 '$ ry0 ft. ggp3' �G '5.0 - w Z,1y'♦'15A % L4 Vy A= 09039'30" R= 565.00' T= 47.73' L= 95.24' C= 95.13, B= N67"58`47"W I LO, - - CLERKS FILE NO.9e-RO05%45 50'FUTURE R.O.W.- SOUTH COLONY BOULEVARD 0E01CATON S42°17'29"E 752.70' 20'COMMON AREA 2/LANDSCAPE BUFFER ,3'Au.EY WLEY -57.08 f0.'/2'-4.&5 -50.00'- S'U'.E.•-T - ---� --�- I 5'V.E. `% wl 0 w � I y R 3 r� ' 4 5 I B 7 . 2o'e.E_ - � _. 53.Ob 44.82' 4.65' 30.00' I '• 1 50.00' 54.00' � PHOENIX DRIVE vv4MQININ Univc %.50' 3AT 39.58' 52.00 i �. 52.00' S5.41' J 20'BA. §§ y 8 B a 10 it 12 13 14 15 16 17 y 18 m "� I' m} -.7L20'-. .,.) 5' r 1 @ m} � t 8 27 : $ 26 s 25 24 23 I. 22 21 20 - - I..-_-_ I - - - - - - 54.oa L e 50,0p I 32.58' V,42'1 62.70' f SUNDANCE DRIVE _ s4z•trzrE a55.5s' - 56.40' ,S8 SO.W' I 1 •• 50.00' 4.00' 44.75' 43.80 - I Iw 2as.L. $ • it s 12 13 14 15 Is 17 P 18 Y $ 19 20 w 410 F » I »- I _Ss.Sr- i •t5'M"E r p$' m Q 17 1 Z f ar tS W •w I N .'i,,,,1 ,O n1 Ta N to m f 19 1 T 1 b A7'26'w"E t 1 4t 20 ® if S40' Dart I ei 1 540.53'4 1 Q m d i 23 r Q''LEY 24 0 S 0 }m w'8.E„_ 2230.W a �5i25 60` 1452" 4i'Onany � •�� 60.00 A-- 01045'09" 27" R= 4025.00 9i T= 61.56' , 1 = 123.11`i U.E. ' 123.10' �y4.or B= S36° 45' 04 "W _ 4.yr N42017'29"W 407.86'., -` Ce �5 ;6 9 5"5k a Qa0 IV dEW \ FINAL PLAT N= 14°50'40" A= 11°3306" of R_ 37.13' R_ 507!50 LEGEND TRAILS L= 73.84' L= 102.32' C= T3.63' LEGEND PARTNERS,LTD, C= 102.15' �"� A S E I B= N49042' 49"W CLERKS FILE NO.99-ROO57712 B= N48004' 02 "W NOTES 1. Bearing are referenced to Legend Crest Phase 1 2. Allot lines are radial or perpendicular to the street unless otherwtse noted by bearing. 3. %2" iron rods with "CORWIN ENGR.INC." caps set at all boundary corners, block corners, points of curvature, COMMON paints of tangency, and ongle points in public right-of-woy COMMON Unless otherwise noted.. 4. " Indicates 10'x10' Electric Easement. r 5. B.L. - Buikfing line: f(� U.E. - Utility Easements. E.E. - Electric Easements. C.M. - Controlling Monument. V.A.M. - Visibility. Access and Maintenance Easement. 0 - Street Nome Change. MAP 6. H.O.A. to maintain open and common areas. _ 7. Lot 1. Block. B Is dedicated to H.O.A. OUT OF THE B.B.B. & C.R.R. SURVEY, ABSTRACT NV. 172 B.B.B. & C.R.R. SURVEY, ABSTRACT NO. 173 B.B.B. & C.R.R. SURVEY, ABSTRACT NO. 174 IN THE - CITY OF THE COLONY DENTON COUNTY,TEXAS 1/LANDSCAPE BUFFER . 2/LANDSCAPE BUFFER. 0.314 ACRES 0.750 ACRES OWNER LEGEND PARTNERS, LTD. /\ IYLdL 1401 BURNHAM DRIVE PLANO. TEXAS 75093 (972)964-9050 PREPARED BY TOTAL ACRES 31.684 CORWIN ENGINEERING, INC. 200 W. BELMONT, SUITE E TOTAL. LOTS 127 , ALLEN, TEXAS 75013 (972)-396-1200 ' DECEMBER 2000 SCALE)1"-60' s" CNPFY bOE 2' P13T1a3 r( ndaa tild : ad 1/z)oa 98b02108-0002 : wnN/300 00'9 3wI 00*917 :6u1P,a0308 BE609 :# ;dlaz)aa III 3t1 0002 02 aaa DO A8313 A1Nf103 a z v 0 i PATRICKJ BALDASARO MY COMMISSION EXPIRES DECEMBER 8, 2001 LEGAL DESCRIPTION (Legend Trails Phase U WHEREAS, LEGEND PARTNERS LTD., is the owner of a tract of land situated in the B.B.B. & C.R.R. Survey, Abstract No. 172, B.B.B. & C.R.R. Survey, Abstract No.173, and B.B.B. & C.R.R. Survey, Abstract No. 174. in the City of The Colony, Denton County, Texas, being out of a 75,3455 acre tract, as described in the Clerks File No. 99-ROO57712 and out of a 123.833 acre tract, as described in the Clerks File No. 96-ROO68043 in the Deed Records of Denton County, Texas, being more particularly described as follows+ BEGINNING, of a I/2 inch iron rotl found at the most eastern most corner of said 75.3455 acre tract, being on a non -tangent curve to the left. having a radius of 3820.00 feet, a central angle of 11° 51'39", and a tangent of 396.81 feet said point being the most southern corner of Lewisville Independent School District, as described in the Clerks File No. 99-ROO51846 in said Deed Records; THENCE, along the east line of said 75.3455 ocre tract and with said curve to the left for on arc distance of 790.79 feet (Chord Bearing South 43° 14'50" West - 789.38 feet). to a '/2 inch iron rod set THENCE, North 52° 41'00" West, deporting said east line, for a distance of 60.00 feet, to a I/2 inch iron rod set: THENCE. North 07°14'55" West, for o distance of 28.43 feet, to 0 1/2 inch iron rod set; THENCE. North 51° 57'46" West• for o distance of 125.00 feet, to a 1/2 inch iron rod set on o non -tangent curve to the left, having o radius of 4025.00 feet, a central angle of 01° 45'09", and a tangent of 61,56 feet; THENCE, along said curve to the left for on distance of 123.11 feet (Chord Bearing South 36° 45'04" West - 123.10 feet), to o %2 inch iron rod set: THENCE, North 54°07'30" West, for a distance of 50.00 feet, to a I/2 inch iron rod set on o non -tangent curve to the right, having a radius of 4075,00 feet, a central angle of 00° 10'35", and a tangent of 6,28 feet: THENCE; -Along soil curve to the right for an arc distance of 12.55 feet (Chord Bearing North 35° 57'47" East - 12.55 feet), to a '/2 inch iron rod set: THENCE, North 53° 50'35" West, for a distance of 66.97 feet, to a 1/2 inch iron rod set at the point of curvature of a curve to the right, having a radius of 507.50 feet, a central angle of 11° 33'06", and o tangent of 51.33 feet; THENCE, along said curve to the right for an arc distance of 102.32 feel (Chord Bearing North 48.04'02" West - 102.15 feet), to the point of tangency: THENCE, North 42° 17'29" West, for a distance of 407.86 feet, to 0 1/2 inch iron rod set at the point of curvature of o curve to the left, having a radius of 285.00 feet, a central angle of 14°50'40", and a tangent of 37.13 feet: THENCE, along said curve to the left for on orc distance of 73.84 feet (Chord Bearing North 49° 42'49" West - 73.63 feet), to a %2 inch iron rod set at the point of a compound curvature of o curve to the left, having a radius of 40.00 feet, a central ongle of 105° 40'23", and a tangent of 52.77 feet; THENCE, along said curve to the left for an orc distance of 73.77 (Chord Bearing South 70°01'39" West - 63.75 feet), to a I/2 inch iron rod set at the point tangency: THENCE. South 17° 11'28" West, for a distance of 15.00 feet, to a '/2 inch iron rod set THENCE, North 72° 48'32" West, for a distance of 15.00 feet, to 0 1/2 inch iron rod set: THENCE, North 17° 11'28" East, for a distance of 138.42 feet, to a I/2 inch iron rod set at the point of curvature of a curve to the right, having a radius of 307.50 feet, o central angle of 10° 25'08", and a tangent of 28.04 feet; THENCE, along said curve to the right for an are distance of 55,92 feet (Chord Bearing North 22° 24'02" East - 55.84 feet), to a 1/2 inch iron rod set at the point of tangency: THENCE, North 27° 36'36" East, for a distance of 13.07 feet, to o '/2 inch iron rod set on a curve to the left, having a radius of 565.00 feet, o central angle of 09° 39'30", and a tongent of 47.73 feet; THENCE, olong said curve to the left for on orc distance of 95.24 feet (Chord Bearing North 67° 58'47" West - 95.13 feet), to 0 1/2 inch iron rod set of the point of tongency: THENCE. North 72° 48'32" West, for a distance of 22.64 feet, to a 1112 inch iron rod set; THENCE, South 17° 11'28" West, for o distance of 10.50 feet, to a I/2 inch iron rod set; THENCE, North 72° 48'32" West, for a distance of 50.00 feet, to a 112 inch iron rod set: THENCE, North 17° 11'28" East, for a distance of 292.39 feet, to a 1/2 inch iron rod set on a non -tangent curve to the left. having a radius of 850.00 feet, a central angle of 12° 02'09", and a tangent of 89.61 feet: THENCE, along said curve to the left for an arc distance of 178.56 feet (Chord Bearing North 83° 43'46" West - 178.23 feet), to a I/2 inch iron rod set: THENCE, North 17° 11'28" East, for a distance of 499.71 feet, to o I/2 inch iron rod set on a curve to the left, having a radius of 1340.00 feet, a central angle of 06° 37'24", and a tangent of 77.54 feet; THENCE, along said curve to the left for on are distance of 154.90 feet (Chord Bearing North 86° 20'51' West - 154.82 feet), to a '112 inch iron rod set of the point of tongency: THENCE, North 89° 39'33" West, for o distance of 176.27 feet, to a I/2 inch iron rod set; THENCE, North 00° 33'01" East, for a distance of 100.00 feet, to o I/2 inch iron rod set; THENCE, South 89° 39'33" East, for a distance of 175.91 feet, to a I/2 inch iron rod set at the point of curvature of o curve to the right, having a radius of 1440.00 feet, a central ongle of 43° 24'58", and a tangent of 573.28 feet: THENCE, along said curve to the right, for on arc distance of 1091.17 feet (Chord Bearing South 67° 57'04" East - 1065.25 feet), to a 1/2 inch iron rod set: THENCE, South 43° 45'32" West, for a distance of 50.00 feet to a I/2 inch iron rod set in the north line of said 75.3455 ocre tract, being on a curve to the right, having a radius of 1390.00 feet, a central angle of 03° 57'06", and a tangent of 47.95 feet; THENCE, along said north line and along said curve to the right for on orc distance of 95.87 feet (Chord bearing South 441 16'02" East - 95.85 feet), to a 1/2 inch iron rod set at the point of tongency: THENCE, South 42° 17'29" East, continuing with said north line, for a distance of 752.70 feet to a the POINT OF BEGINNING and containing 31.684 acres of land. SURVEYOR'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS that I, WARREN L. CORWIN, do hereby certify that Iprepored this Finol Plot and the field notes from on octuolond accurate survey of the land, that the corner monuments shown thereon were properly placed under my personal supervision in accordance with the subdivison Regulations of the City of The Co y, Texas. WARREN L. CORWIN R.P.L$. No. 4621 THE STATE OF TEXAS COUNTY OF COLLIN Before me, the undersigned, a Notary Public in and for the State of Texas, on this day personally appeared WARREN L. CORWIN. known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed some for the purpose and consideration therein expressed. Given under my hand and seal of office, this 15 day of 1,_.)LL,,__, 2000. NOW, THEREFORE. KNOW ALL MEIN BY THESE PRESENTS; THAT LEGEND PARTNERS LTO. ACTING HEREIN BY AND THROUGH ITS DUTY AUTHORIZED OFFICERS, DOES HEREBY ADOPT THIS PLAT DESIGNATING THE HEREIN ABOVE DESCRIBED PROPERTY AS LEGEND TRAILS PHASE I, AN ADDITION TO THE CITY OF THE COLONY, TEXAS. AND DOES HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE STREETS AND ALLEYS THEREON. AND DOES HEREBY DEDICATE THE EASEMENT STRIPS SHOWN 0 THE PLAT FOR MUTUAL USE AND ACCOMMODATION OF ALL PUBLIC UTILITIES DESIRING TO USE, OR USING SAME, NO BUILDINGS. FENCES, TREES. SHRUBS, OR OTHER IMPROVEMENTS SHALL BE CONSTRUCTED OR PLACED UPON. OVER, OR ACROSS THE EASEMENT STRIPS ON SAID PLAT, ANY PUBLIC UTILITY SHALL HAVE. THE RIGHT TO REMOVE AND KEEP REMOVED ALL GROWTHS WHICH IN ANY WAY ENDANGER OP, INTERFERE WITH THE CONSTRUCTION, MA'NTENANCE, OR EFFICIENCY OF ITS RESPECTIVE SYSTEM ON ANY OF THESE EASEMENT STRIP$.AND ANY PUBLIC UTLITY SHALL AT ALL. TIMES HAVE THE RIGHT OF INGRESS OR EGRESS TO AND FROM AND UPON ANY SAID EASEMENTS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING. PATROLLING, MAINTANING, AND ADDING TO OR REMOVING ALL OR PORT 0; ITS RESPECTIVE SYSTEM WITHOUT THE NECESSPY AT ANY TIME OF PROCURING THE PlERMISSION OF ANYONE,. WITNESS MY HID THIS DAY OF .- /- _, 2000, LEGEND PARTNE�S LTD. BY: ISSAM KARANOUH PRESIDENT STATE OF TEXAS BEFORE ME, THE UNDERSIGNED AUTHORITY,A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS,ON THIS DAY PERSONALLY APPEARED ISSAM KAPANOUH, KNOWN TO ME TO BE THE PERSON WHOSE NAVE IS SUBSCRIBED FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED _/S. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS,c-r _DAY OF-,pi?V , 2003_ NA� 9'5 IN AND FOR THESTATE OF TEXAS MY COMMISSION EXPIRES' PUBLIC UTILITY COMPANY SIGNATURE m Nexases .,/[GS.f•,_.__ ELECCOOPE A DENT COUNTY ELECTRIC COOPERATIVE. INC Dbo COSERV ELECTRIC TEXAS THIS 3°/'" -, DAY OF )NING COMMISSION t :EIPj. ��•••. / r^ls �r�3f( FINAL PLAT OF LEGEND TRAILS PHASE I OUT OF THE B.B.B. & C.R.R. SURVEY, ABSTRACT B.B.B. & C.R.R. SURVEY, ABSTRACT B.B.B. & C.R.R. SURVEY, ABSTRACT 1N THE CITY OF THE COLONY DENTON COUNTY,TEXAS OWNER LEGEND PARTNERS, 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 DECEMBER 2000 NO. 172 NO, 173 NO. 174 OF SHEET 2 OF zz 'O o Cc) C aU) 0 0) M� .rn rnw -I U. wuj e13ila / nda0 99,702108-0002 : �1"30a 0019 1W ODO 00'9h :6u1p 9£60S :#dta0 "170:6 1•ti 0002 02 30(1 LID N18 lO AlN 3 :u " DNjO ,�p,To A= 43°24'58" R= 1440.00' T= 573.28' L= 1091.17' C= 1065.25' B= S67°57'04 A= 06°37'24" R= 1340.00` T= 77.54' L= 154.90' C= 154.82' B= N86020'51"W LEGEND F CLERKS FILE SF BENCHMARKS N R.R. SPIKE IN NORTH SIDE OF P.P. a NORTH R.O.W. JNC ENTERPRISE LTD. HWY 121,255i EAST OF PROPOSED MORNING STAR DRIVE CLERKS FILE NO.96-R0068040 ELEVATION - 618.15 PLR' CUT ON THE TOP OF CURB PCCR NORTH SIDE OF ALLEY, WEST SIDE OF MORNING STAR DRIVE, 1201s SOUTH OF CENTERLINE CURVE TABLE BAKER DRIVE (NORTH OF SITE) ELEVATION - 599,93 CURVE NO. DELTA RADIUS LENGTH TANGENT CHORD BEARING 1. 10`25108" 307.50' 55.92' 28.04' 55.84' N22024'02"E 2. 30'31'03" 590.00' 314.25' 160.95' 310.55' S57033'01"E 3. 10025,081, 292.50, 53.19, 26.67' 53.12' S22.24'02"W 4. 78046'29" 40.00' 55.0D' 32.84' 50.76' S22°11'47"E 5. 19017'32" 300.00' 101.01' 50.99' 100.54' S51°56'15"E 6. 11°33'06" 492.50' 99.30, 49.82' 99.13' S48004'020E 7. 02010'46" 4050.001 154.05' 77.04' 154.04' S36°57'53"W 8. 09040'17" 500.00' $4.40' 42.30, $4.30' S47°07'38"E 9. 32°18'26" 725.00' 408.80' 210.00' 403.41' S58026'42"E 10. 32.16'16" 740,00' 416.79' 214.09' 411.31' S58.25'37"E 11. 90*00,001, 40.00' 62.83, 40.00' 56.57' S02.42'31"W 12. 90,00,000 40.00' 62.83' 40.00' 56.57' N87.17'29"W 13. 06°38'23" 632.50' 73.30' 36.69' 73.26' S45036'40"E 14. 06°36'51" 617.50' 71.28' 35.68' 71.24' $45035'55"E 15. 03053'09" 4050.00' 274.67' 137.39' 274.61' S39.59'50"W 16. 89918'43" 40,00' 62.35' 39.52, 56.23' S84049'33"W 17. 09°10'48" 3880.00' 621.66' 311.50' 620.99' S43023'00"W 18. 88.45'27" 100.00' 164,91' 97.85' 139.88' S02005'14"W 19. 179.01'46" 50.00' 156.23' --1 100.GO' S01°39'01"W 20. 04.02'29" 4050.00' 285.67' 142.89' 285.61' S43°57'39"W 21. "90*50,584 40.00' 63.42' 40.60' 56.99, S02'01105"w 22. 30*07139' 1020.00' 536.34' 274.53' 530.18' S58°28'14"E 23. 31°13'56" 1035.00' 564.19' 289.29' 557.23' S5T°54'27"E 24. 33038'20" $75.00' 513.72' 264.50' 506.37' S59006'39"E 25. 130.19'10" 875.00' 203.41' 102-16' 202.95' S82035'230E 26. 173°00'O1" 50.00, 150.97' 99.81'- N58'07'06"E - 27. 22°44'24" 117O.00' 464.36' 235.28' 461.32' $63017'45"E 28. 09038'04" 1170.00' 196.74' 98,60, 196.51' S47006'31"E 29. 92.09'07"-40.00' 64.33' 41.53' 57.62' $88044'400.w 30. 02053'17" 1305.00' 65.78' 32.90' 65.77' S43044'08"E 31. 07°31'37" 1340.00' 176.04' 88.95' 175.91' S46003'18"E 32. 28.56'26" 1340.00' 676.85' 345.81' 669.67' S68°33'56"E 33. 92009'07" 40.00' 64.33' 41.53' 57.62' S12°36'47"E 34. i1°14'56" 1305.00' 256.23' 128.53' 255.81' S64018'49"E 35. 92009'07" 40,00' 64.33' 41.53' 57.62' S63059.'08"W 36. 92009'07" 40.00' 64.33' 41.53' 57.62' S28°09'590E 37. 04035'52" 1305.00' 104.72' 52.39' 104.69' S76932'28"E 38. 83058'08" 40.00' 58.62' 36.00, 53.51' S59010'32"1# 39. 11151'.39" 3820.00' 790.79' 396.81' 789.38' S430:14'50"W 40. 05.43'18" 1390.00' 138.80, 69.46' 138.75' S49°06'.140E 41. 37°41'40" 1390.00' 914.47' 474.47' 898.07' S70°48'43"E 42. 03057'06" 1390.00'" 95,87' 47.95' 95.85' S44'16'02"E 43. 105040'23" 40.00' 73.77' 52.77' 63.75' S70°01'39"W 44. 11'55'004 142.50' 29.64' 14.87' 29.58' S11"13'58"W 45. 11055'24" 157.50' 32.78` 16.45' 32.72' S11.13'46"W LEGEND PARTNERS,LTD, CLERKS FILE NO.96-R0068043 SF ZONING a' I 0UU(f�R c51 $09p F.h 4�d� 1d > A= 1$$°02`09"\ R- 85 * 020' T= 89. 1' L= 178.E(6' \ C= 178.23� B= N83043 46"W \ 4� \ LINE TABLE \ \� LINE NO. BEARING DISTANCE 1. N 07.14'55"W 28.43' 2. N 27036'36" E 13.07' 3. N 72°48'32" W 22.64' 4. S 17'11'Z8" W 10.50, 51 N 72048'32" W 50.00' 6. S 28°37105" E 13.95' 7. S 48034'37" W 9.93, 8. N 88.11'22" W 13.93' 9. N 83920'27" E 28.44' 10. S 83°47'53" W 27.82' 11. S 07'55'26" E 27.92' 12. S 17011'28" W 15.00, 13. N 72°48'32" W. 15.00, 46. 00°10'35" 4075,00' '12.55' 6.28' 12.55' N35°57'47"E 47' 88°45'27" 1.15 00' 178 15 112.53, 160.86' S02°05'14"W 48 06°17`460 3915 00' 430 20' :215:32' 429.99' S43°19'05"W b_:�'1F'a .ear i?fi CIZUJO'tv'Rd: 1U - _ s <h 80.09` E }m Y m'G » of m , 15 '$ ry0 ft. ggp3' �G '5.0 - w Z,1y'♦'15A % L4 Vy A= 09039'30" R= 565.00' T= 47.73' L= 95.24' C= 95.13, B= N67"58`47"W I LO, - - CLERKS FILE NO.9e-RO05%45 50'FUTURE R.O.W.- SOUTH COLONY BOULEVARD 0E01CATON S42°17'29"E 752.70' 20'COMMON AREA 2/LANDSCAPE BUFFER ,3'Au.EY WLEY -57.08 f0.'/2'-4.&5 -50.00'- S'U'.E.•-T - ---� --�- I 5'V.E. `% wl 0 w � I y R 3 r� ' 4 5 I B 7 . 2o'e.E_ - � _. 53.Ob 44.82' 4.65' 30.00' I '• 1 50.00' 54.00' � PHOENIX DRIVE vv4MQININ Univc %.50' 3AT 39.58' 52.00 i �. 52.00' S5.41' J 20'BA. §§ y 8 B a 10 it 12 13 14 15 16 17 y 18 m "� I' m} -.7L20'-. .,.) 5' r 1 @ m} � t 8 27 : $ 26 s 25 24 23 I. 22 21 20 - - I..-_-_ I - - - - - - 54.oa L e 50,0p I 32.58' V,42'1 62.70' f SUNDANCE DRIVE _ s4z•trzrE a55.5s' - 56.40' ,S8 SO.W' I 1 •• 50.00' 4.00' 44.75' 43.80 - I Iw 2as.L. $ • it s 12 13 14 15 Is 17 P 18 Y $ 19 20 w 410 F » I »- I _Ss.Sr- i •t5'M"E r p$' m Q 17 1 Z f ar tS W •w I N .'i,,,,1 ,O n1 Ta N to m f 19 1 T 1 b A7'26'w"E t 1 4t 20 ® if S40' Dart I ei 1 540.53'4 1 Q m d i 23 r Q''LEY 24 0 S 0 }m w'8.E„_ 2230.W a �5i25 60` 1452" 4i'Onany � •�� 60.00 A-- 01045'09" 27" R= 4025.00 9i T= 61.56' , 1 = 123.11`i U.E. ' 123.10' �y4.or B= S36° 45' 04 "W _ 4.yr N42017'29"W 407.86'., -` Ce �5 ;6 9 5"5k a Qa0 IV dEW \ FINAL PLAT N= 14°50'40" A= 11°3306" of R_ 37.13' R_ 507!50 LEGEND TRAILS L= 73.84' L= 102.32' C= T3.63' LEGEND PARTNERS,LTD, C= 102.15' �"� A S E I B= N49042' 49"W CLERKS FILE NO.99-ROO57712 B= N48004' 02 "W NOTES 1. Bearing are referenced to Legend Crest Phase 1 2. Allot lines are radial or perpendicular to the street unless otherwtse noted by bearing. 3. %2" iron rods with "CORWIN ENGR.INC." caps set at all boundary corners, block corners, points of curvature, COMMON paints of tangency, and ongle points in public right-of-woy COMMON Unless otherwise noted.. 4. " Indicates 10'x10' Electric Easement. r 5. B.L. - Buikfing line: f(� U.E. - Utility Easements. E.E. - Electric Easements. C.M. - Controlling Monument. V.A.M. - Visibility. Access and Maintenance Easement. 0 - Street Nome Change. MAP 6. H.O.A. to maintain open and common areas. _ 7. Lot 1. Block. B Is dedicated to H.O.A. OUT OF THE B.B.B. & C.R.R. SURVEY, ABSTRACT NV. 172 B.B.B. & C.R.R. SURVEY, ABSTRACT NO. 173 B.B.B. & C.R.R. SURVEY, ABSTRACT NO. 174 IN THE - CITY OF THE COLONY DENTON COUNTY,TEXAS 1/LANDSCAPE BUFFER . 2/LANDSCAPE BUFFER. 0.314 ACRES 0.750 ACRES OWNER LEGEND PARTNERS, LTD. /\ IYLdL 1401 BURNHAM DRIVE PLANO. TEXAS 75093 (972)964-9050 PREPARED BY TOTAL ACRES 31.684 CORWIN ENGINEERING, INC. 200 W. BELMONT, SUITE E TOTAL. LOTS 127 , ALLEN, TEXAS 75013 (972)-396-1200 ' DECEMBER 2000 SCALE)1"-60' s" CNPFY bOE 2' P13T1a3 r( ndaa tild : ad 1/z)oa 98b02108-0002 : wnN/300 00'9 3wI 00*917 :6u1P,a0308 BE609 :# ;dlaz)aa III 3t1 0002 02 aaa DO A8313 A1Nf103 a z v 0 i PATRICKJ BALDASARO MY COMMISSION EXPIRES DECEMBER 8, 2001 LEGAL DESCRIPTION (Legend Trails Phase U WHEREAS, LEGEND PARTNERS LTD., is the owner of a tract of land situated in the B.B.B. & C.R.R. Survey, Abstract No. 172, B.B.B. & C.R.R. Survey, Abstract No.173, and B.B.B. & C.R.R. Survey, Abstract No. 174. in the City of The Colony, Denton County, Texas, being out of a 75,3455 acre tract, as described in the Clerks File No. 99-ROO57712 and out of a 123.833 acre tract, as described in the Clerks File No. 96-ROO68043 in the Deed Records of Denton County, Texas, being more particularly described as follows+ BEGINNING, of a I/2 inch iron rotl found at the most eastern most corner of said 75.3455 acre tract, being on a non -tangent curve to the left. having a radius of 3820.00 feet, a central angle of 11° 51'39", and a tangent of 396.81 feet said point being the most southern corner of Lewisville Independent School District, as described in the Clerks File No. 99-ROO51846 in said Deed Records; THENCE, along the east line of said 75.3455 ocre tract and with said curve to the left for on arc distance of 790.79 feet (Chord Bearing South 43° 14'50" West - 789.38 feet). to a '/2 inch iron rod set THENCE, North 52° 41'00" West, deporting said east line, for a distance of 60.00 feet, to a I/2 inch iron rod set: THENCE. North 07°14'55" West, for o distance of 28.43 feet, to 0 1/2 inch iron rod set; THENCE. North 51° 57'46" West• for o distance of 125.00 feet, to a 1/2 inch iron rod set on o non -tangent curve to the left, having o radius of 4025.00 feet, a central angle of 01° 45'09", and a tangent of 61,56 feet; THENCE, along said curve to the left for on distance of 123.11 feet (Chord Bearing South 36° 45'04" West - 123.10 feet), to o %2 inch iron rod set: THENCE, North 54°07'30" West, for a distance of 50.00 feet, to a I/2 inch iron rod set on o non -tangent curve to the right, having a radius of 4075,00 feet, a central angle of 00° 10'35", and a tangent of 6,28 feet: THENCE; -Along soil curve to the right for an arc distance of 12.55 feet (Chord Bearing North 35° 57'47" East - 12.55 feet), to a '/2 inch iron rod set: THENCE, North 53° 50'35" West, for a distance of 66.97 feet, to a 1/2 inch iron rod set at the point of curvature of a curve to the right, having a radius of 507.50 feet, a central angle of 11° 33'06", and o tangent of 51.33 feet; THENCE, along said curve to the right for an arc distance of 102.32 feel (Chord Bearing North 48.04'02" West - 102.15 feet), to the point of tangency: THENCE, North 42° 17'29" West, for a distance of 407.86 feet, to 0 1/2 inch iron rod set at the point of curvature of o curve to the left, having a radius of 285.00 feet, a central angle of 14°50'40", and a tangent of 37.13 feet: THENCE, along said curve to the left for on orc distance of 73.84 feet (Chord Bearing North 49° 42'49" West - 73.63 feet), to a %2 inch iron rod set at the point of a compound curvature of o curve to the left, having a radius of 40.00 feet, a central ongle of 105° 40'23", and a tangent of 52.77 feet; THENCE, along said curve to the left for an orc distance of 73.77 (Chord Bearing South 70°01'39" West - 63.75 feet), to a I/2 inch iron rod set at the point tangency: THENCE. South 17° 11'28" West, for a distance of 15.00 feet, to a '/2 inch iron rod set THENCE, North 72° 48'32" West, for a distance of 15.00 feet, to 0 1/2 inch iron rod set: THENCE, North 17° 11'28" East, for a distance of 138.42 feet, to a I/2 inch iron rod set at the point of curvature of a curve to the right, having a radius of 307.50 feet, o central angle of 10° 25'08", and a tangent of 28.04 feet; THENCE, along said curve to the right for an are distance of 55,92 feet (Chord Bearing North 22° 24'02" East - 55.84 feet), to a 1/2 inch iron rod set at the point of tangency: THENCE, North 27° 36'36" East, for a distance of 13.07 feet, to o '/2 inch iron rod set on a curve to the left, having a radius of 565.00 feet, o central angle of 09° 39'30", and a tongent of 47.73 feet; THENCE, olong said curve to the left for on orc distance of 95.24 feet (Chord Bearing North 67° 58'47" West - 95.13 feet), to 0 1/2 inch iron rod set of the point of tongency: THENCE. North 72° 48'32" West, for a distance of 22.64 feet, to a 1112 inch iron rod set; THENCE, South 17° 11'28" West, for o distance of 10.50 feet, to a I/2 inch iron rod set; THENCE, North 72° 48'32" West, for a distance of 50.00 feet, to a 112 inch iron rod set: THENCE, North 17° 11'28" East, for a distance of 292.39 feet, to a 1/2 inch iron rod set on a non -tangent curve to the left. having a radius of 850.00 feet, a central angle of 12° 02'09", and a tangent of 89.61 feet: THENCE, along said curve to the left for an arc distance of 178.56 feet (Chord Bearing North 83° 43'46" West - 178.23 feet), to a I/2 inch iron rod set: THENCE, North 17° 11'28" East, for a distance of 499.71 feet, to o I/2 inch iron rod set on a curve to the left, having a radius of 1340.00 feet, a central angle of 06° 37'24", and a tangent of 77.54 feet; THENCE, along said curve to the left for on are distance of 154.90 feet (Chord Bearing North 86° 20'51' West - 154.82 feet), to a '112 inch iron rod set of the point of tongency: THENCE, North 89° 39'33" West, for o distance of 176.27 feet, to a I/2 inch iron rod set; THENCE, North 00° 33'01" East, for a distance of 100.00 feet, to o I/2 inch iron rod set; THENCE, South 89° 39'33" East, for a distance of 175.91 feet, to a I/2 inch iron rod set at the point of curvature of o curve to the right, having a radius of 1440.00 feet, a central ongle of 43° 24'58", and a tangent of 573.28 feet: THENCE, along said curve to the right, for on arc distance of 1091.17 feet (Chord Bearing South 67° 57'04" East - 1065.25 feet), to a 1/2 inch iron rod set: THENCE, South 43° 45'32" West, for a distance of 50.00 feet to a I/2 inch iron rod set in the north line of said 75.3455 ocre tract, being on a curve to the right, having a radius of 1390.00 feet, a central angle of 03° 57'06", and a tangent of 47.95 feet; THENCE, along said north line and along said curve to the right for on orc distance of 95.87 feet (Chord bearing South 441 16'02" East - 95.85 feet), to a 1/2 inch iron rod set at the point of tongency: THENCE, South 42° 17'29" East, continuing with said north line, for a distance of 752.70 feet to a the POINT OF BEGINNING and containing 31.684 acres of land. SURVEYOR'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS that I, WARREN L. CORWIN, do hereby certify that Iprepored this Finol Plot and the field notes from on octuolond accurate survey of the land, that the corner monuments shown thereon were properly placed under my personal supervision in accordance with the subdivison Regulations of the City of The Co y, Texas. WARREN L. CORWIN R.P.L$. No. 4621 THE STATE OF TEXAS COUNTY OF COLLIN Before me, the undersigned, a Notary Public in and for the State of Texas, on this day personally appeared WARREN L. CORWIN. known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed some for the purpose and consideration therein expressed. Given under my hand and seal of office, this 15 day of 1,_.)LL,,__, 2000. NOW, THEREFORE. KNOW ALL MEIN BY THESE PRESENTS; THAT LEGEND PARTNERS LTO. ACTING HEREIN BY AND THROUGH ITS DUTY AUTHORIZED OFFICERS, DOES HEREBY ADOPT THIS PLAT DESIGNATING THE HEREIN ABOVE DESCRIBED PROPERTY AS LEGEND TRAILS PHASE I, AN ADDITION TO THE CITY OF THE COLONY, TEXAS. AND DOES HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE STREETS AND ALLEYS THEREON. AND DOES HEREBY DEDICATE THE EASEMENT STRIPS SHOWN 0 THE PLAT FOR MUTUAL USE AND ACCOMMODATION OF ALL PUBLIC UTILITIES DESIRING TO USE, OR USING SAME, NO BUILDINGS. FENCES, TREES. SHRUBS, OR OTHER IMPROVEMENTS SHALL BE CONSTRUCTED OR PLACED UPON. OVER, OR ACROSS THE EASEMENT STRIPS ON SAID PLAT, ANY PUBLIC UTILITY SHALL HAVE. THE RIGHT TO REMOVE AND KEEP REMOVED ALL GROWTHS WHICH IN ANY WAY ENDANGER OP, INTERFERE WITH THE CONSTRUCTION, MA'NTENANCE, OR EFFICIENCY OF ITS RESPECTIVE SYSTEM ON ANY OF THESE EASEMENT STRIP$.AND ANY PUBLIC UTLITY SHALL AT ALL. TIMES HAVE THE RIGHT OF INGRESS OR EGRESS TO AND FROM AND UPON ANY SAID EASEMENTS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING. PATROLLING, MAINTANING, AND ADDING TO OR REMOVING ALL OR PORT 0; ITS RESPECTIVE SYSTEM WITHOUT THE NECESSPY AT ANY TIME OF PROCURING THE PlERMISSION OF ANYONE,. WITNESS MY HID THIS DAY OF .- /- _, 2000, LEGEND PARTNE�S LTD. BY: ISSAM KARANOUH PRESIDENT STATE OF TEXAS BEFORE ME, THE UNDERSIGNED AUTHORITY,A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS,ON THIS DAY PERSONALLY APPEARED ISSAM KAPANOUH, KNOWN TO ME TO BE THE PERSON WHOSE NAVE IS SUBSCRIBED FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED _/S. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS,c-r _DAY OF-,pi?V , 2003_ NA� 9'5 IN AND FOR THESTATE OF TEXAS MY COMMISSION EXPIRES' PUBLIC UTILITY COMPANY SIGNATURE m Nexases .,/[GS.f•,_.__ ELECCOOPE A DENT COUNTY ELECTRIC COOPERATIVE. INC Dbo COSERV ELECTRIC TEXAS THIS 3°/'" -, DAY OF )NING COMMISSION t :EIPj. ��•••. / r^ls �r�3f( FINAL PLAT OF LEGEND TRAILS PHASE I OUT OF THE B.B.B. & C.R.R. SURVEY, ABSTRACT B.B.B. & C.R.R. SURVEY, ABSTRACT B.B.B. & C.R.R. SURVEY, ABSTRACT 1N THE CITY OF THE COLONY DENTON COUNTY,TEXAS OWNER LEGEND PARTNERS, 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 DECEMBER 2000 NO. 172 NO, 173 NO. 174 OF SHEET 2 OF