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SD4403AXI A=37040'1 6" 5'ELECTRIC EASEMENT LEGEND R=44'23'24" R=390.00' DOCX 2014-6711.00' DENTON INDEPENDENT SCHOOL DISTRICT L=256.42' O.R.D.C.T. IRS 5/8" IRON ROD SET WITH "HUITT-ZOLLARS" CAP C=251 82' 5� GAS EASEMENT L=1 18.46' DOC.# 2013-41203 DOC.# 2014-66386 IRF 5/8" IRON ROD FOUND WITH "HUITT-ZOLLARS" CAP C=1 18.10, O.R.D.C.T. CB=N71'10'0511E IRS O.R.D.C.T. O.R.D.C.T� OFFICIAL RECORDS, DENTON COUNTY, TEXAS CB=S82'18'18"E - - - - - - - - - - - - - - - - - - - - - - - S1 0048'56"W 22.08' IRS S31*48'12"E 13.41' P.R.D.C.T. PLAT RECORDS, DENTON COUNTY, TEXAS N60°32'23"Es2IRS 131, BUILDING LINE 21.21' UE UTILITY EASEMENT MONAHAN DRIVE (DOC.# 2014-234 P.R.D.C.T.) RH OF TEXAS LIMITED IRS PARTNERSHIP Doc. No. DOCUMENT NUMBER OF THE OFFICIAL RECORDS IRS IRS EAST 550.31" 1 IRS o, A=31028'24" DOC.# 2013-106598 OF DENTON COUNTY TEXAS a...... R=275.00' O.R.D.C.T. CAB., PG. CABINET, PAGE OF THE OFFICIAL RECORDS b7o, -6r T 60-.OU- -50M'- t _6000U_ .00�- - - 60�0-0 -50�-- - 17.72' .00- L=1 51.06' OF DENTON COUNTY TEXAS 31.6F 56.00 .50, 47TC2 C,0 10 po 59 16 (TRACT 2) L5, UE CV C=149.17' r25:�- PARCEL DESIGNATION CURPG LAND COMPANY, LP CB=S I 6'04'00"E LU LU LU Uj Uj w w Ut LU LU If, DOC.# 2004-106742• 'taK�� BLOCK 2 9 C, P P C:, P P C, 12 P 13 14 0 C) 0 C> C:� C) C� Ck C, n c- C> LINE, & SANITARY SEWER ESMT. cz (TRACT 1) 0 (N C> CD CD C� CD - 20' WATER LINE, STORM WATER O.R.D.C.T. co C� C) C) C> 40 co co C0 17 DOCA2014-81165 O.R.D.CX. Z_ 26 25' IRS R S89"40'12"W 54,6Z 2 a'V �777 101.53' 50.00, 59,50, 50.00, SEE D C.F.W.S.D No. 7 WATER, SEWER & WASTE WATER ESMT. A = 15,10,58" TUE DOC# 2007-144277 (HEREBY ABANDONED BY THIS }SLAT) R=77UO' cv L=204.04' 15'SANITARY -3 C=203.45' lop c, Y, 31 Ce) SEWER ESMT. co 30 29 CB=N07'57'05"E � oii T ash 0 CV c.iI34 A �Ir 4318, id, 6.03' 0' 7' 0,001 C4 C\1 ko, co C14 C8------------ 35 'V 0.44' 8115' 1) L3 IRS zj C25 15.37' N89038'24�`W 125.00' <C� bCi Lf) 36 C� 0 C) 0 3 LL. N89o3824'W C) It 5-, Cj rL cs 4S89*3824"E b cli U) Cq 125.00' CD C-4 C) Z,u 4 37 I to C141 C) (6 f�, lb 0 C-01 to C14 2 0 w lui I to '24�`W z W 4� N89*38 0 125.00' 1 $89*3824!'E S90*00'00"E. S81-2 T- C'4 1 124.12' 50.00, 50. 0 38 5UE- C) 0 z 10, B.L. co 59.73 S89*38'24"E C-4 29 91.31, 0- C> 79.-73'- a Cl) 21, 0 <0 59.73' C2 t A=14013'15" IRS N. -196•z 87 R=430.00' 57.93" , . 80' .6f- L=1 06.73' 63, C=1 06 45' CB=N07'28'14"E COMMON 54, C30 AREA I b) 60 .0, C� 115 N C� to (P 2 CO .0 Co > 'x A A A A N55001'43"W 26.68' IRS 3 ,Z> 1�0 CO -C_ IRF IV A 136.72' VUE S0001948"E 47.81' N90*00'00"E 0 50.00, S0. () _9 -io. 0 -0, 50.00, 50.00' 6 18 IRS I Uji S47003'30"E 13.74r S89'4912"VV IRS 137.01' z U*) C6 S050_=1550S 50.00, DENTON COUNT 3: C5 19 L1 C__ 6 C> PARCEL44 > 5 9 0 9 0 9 0 C) 5 9 ;� 6 :,� - La 101 C14 > 'i 0 6 c> 5 n 6 b C; C) . 0 OD C> C-4 D.C.F.W.S.D. No. 7 2011-35384 ii > CD Ce) C� 0 C> " C.4 A. C� IRS 28 27 26 . M 25 24 p 23 . M 0 Ci :F1 z 88904VI2"W I I I 0 C> - 22 a I DRAINAGE ESMT. D.R.D.C.T. > co C1 A=30045'50" > 0 C1 CD C� C, 21 Oa 137.29' DOC# 2007-W278 z z z z z z z S43" 15'21 "W .14.49' R=20.00' 20'B.L. 5'UE7 zo 20 L=1 0.74' 17 S00019'48" E 48.72' C=1 0.61' (0 Uj 0 7 - - - 6:03'1 w- I CB=N58020'46W N 89040'12" E CK L9 _52.0(L 50.00 43.97� \ I __.�Q.QK_ 439, - - - - - - - - - - - I I I IRS _Tr 46.12' Iks N 89'40'12" E 125-00' IRS S N 403.64' -§5.27' 127.67' z 7IRS 141 83' ­c16 113 A=202041'17" z I b w 0 N90*00*00"E SEMINOLE LANE C9 > 1b I C! R=50.00' 9 0 25 403.64' C10 < 16 L=1 76.88 >_ N89*40'ITE U'> I bo - 05, co 1'� 403.64' C26 162.67' N89*40'12"E 1!r V_ C=98.05' 0), Q CIA 0) 0 Co 0 575.1506'" -5 00 0; 9 _0_. 60T - - - 50-.00'- 3g 98 127.67' 0 125.00' - CB=N27*3656"E 9 5' UE 0 C> 2 7 6 7' -5 O.T0, - q 0 .941 -5-020(y- 0 0 N 38057'34" E 20'B.L. -5'UE 24 to to 0) 20.00' 1 S IRS N89'40'12"E w w w w w 0 LO IRS N 89-40-12" E 125.67' to I CL p Ci 125.00' q 7 Cb) 8 9 bo 10 go - IRS Ct C5 C") CS C� 8 co I Ct te 12 c' C> lb _j 0 0 M co M M q) 4�- CD CO co 13 -W M 23 C) C� C> 0 C> M 10 14 15 tn 16 C> to q, 4� to co 03 W 0 (0 rA 00 LO 0 U> 6) 4: C14 C� C) M 4 Ca coM q O� 1 0) N89*40'12"E rf, M 5! UE co 125.00' N90*00'00"E C5 0 S79,*04, C> C> 22 60 1 50.00, 50.00, 50.00, 50.00, 50.00' 50.68, �-�Vf 57�E z Z A=27*44�49" $0.9s" C> - I R=505.00' N89*40'12"E C5 C-, N89*40'12"E D.C.F.W.S.D. No. 7 50.00, 50.OU 60.00' 125.09 DRAINAGE ESMT. L=244.56' I 1 0 xu 10 DOC# 2007-144279 C=242.18' _j p. to COMMON CB=S13*3909"W z 21 0) g g b 0 AREA I 0 - z ro p 0 0 0 9 0 0 0 z z III C; 0 C; Ci C� 6 - CD CCD COMMON AREA, DENT( )UNTY(PARCEL45) to 102 0 " C, DETENTION POND 27 P 26 25 24 0 M 23 M 22 1, 0 CO S79* i� 0 C> 0 0 Ck to M 21 25' 25- 1 a C> © 0 C1 -3 to Ln z z z z z 62 20 19 18 0' 17 DRAINAGE EASEMEr DOC# 200.048 *11-35362 O.R.D.C.T. CD 51U 20'B.L. z 20 , 50.00, 50.00, -50.00' N11.00 - .001 50.00, 40.60 2T! j J"f_ N35020'39"E 269.28' z: �29 28 47' 36.17 50.00, swoo, 13 94' 90.54 14.42' IRS N90000'OO"E GOLIAD WAY C4 163.94' N86*44!06"E rb C14 20.66' DRAINAGE &WATER EASEMENT 69.28' 111� IC5 (SEE DETAIL W) N89*40'12"E cr? I 269.28' 198.W S57048'06"E to 25.00' 4$_.14;_ _500CF- 60WT__ _6(F00_1 60�0_0_i, C20 193.82' 04 -6 27' - _50_.06�_ 41.7 t5'UE 20'B.L. 48. --go 7 8.27' IRS 16 SAI 41TARY SEWER ESMT. -- - - - -- - - - - - - - - - - - - -- - - - - - C 10. U E-'-- "9 00' co 5 Lu Lu w LU w POINT OF BEGINNING -C" Q) Soo 10, C> Cf) W (D 0 6 C) C> 0 p 0) C) p 0 " 0 Co t 8 9 10 11 ��f 12 0 CV 7 C> CD 8 N 7076299.83 0 - 0 C; C> CO 41 co . 0 p M 0 02 13 P 8 19 M C, tq E 2393306.52 6004, C1 C) C, C> 14 15 �C':) 16 CC:) .17 18 CROSSTEX GAS ESMT. C> C> 4; 0 .4, 4b. M 20' 8 C) C, C> CO 00 (n 02 %IJ W W DOC.#2008­61-199 M N55004'4 "W rA M M M 60.04, CO.R.D.C.T. t -CESMT. 10.49' D F.W.S.13 No. 7 WATER, SEWER &WASTEWATER 66.12, DOC# 2007-144288 (HEREBY ABANDONED BY THIS PLAT) 16 WATER EASEMENT ELECTRIC LINE ESMT. 71.33, 50.00, 50.00" 50-00' 50.00, 50.00, 50.73' 50.00, 50.00, 50.00, 50.00! 1 50.00, 1 45.00' & RIGHT-OF-WAY S79044'52�IF 13 S44*40'12"W it DOC# 2011-106291 1 N89*41Y12"E 660.74' 14.14' A=35*06'23" 20'CROSSTEX GAS ESMT. ESMT. O.R.D.C.T. -V COSERV DOC.#200"1199 DOC# 2007-144280 R=832.00' 10'UE O.R.D.C.T. L=509.78' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U=01.11.00 No. 0 YMIr-rx, SEWER & WASTE WATER ESMT. M IRS LOT 8 CB=N72'3454"W DOC# 2007-144288 S 89*51'54" W 830.81' L NNTANA RETAIL ADDITION LANTAN RETAIL ADDITION LANTANA RETAIL ADDITION I 2R & 3R, BLOCK 5A PHASE B CABINET X, PAGE 664 -OTS CABINET D.C.F.W.S.D No. 7 , PAGE 680 P.R.D.C.T. WATER, SEWER& P.R.D.C.T. DOC.# 2013-102 P.R.D.C.T. LOT 7 (BLOCK 5B) WASTE WATER ESMT. (BLOCK 5A) (BLOCK 5A) ccJJ DOC# 2007-144289 LOT 6 LOT 4 LOT 3R LOT 2R LOT 5 I GENE RALNOTES DISTRICT NO. 7 AND DO NOT CONSTITUTE ACCEPTANCE OF THE SAME FOR MAINTENANCE SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF PRIVATE STREETS, DRIVES, EMERGENCY ACCESS EASEMENTS, PURPOSES BY DENTON COUNTY. RECREATION AREAS, AND OPEN SPACES, AND SAID OWNERS, TO THE EXTENT PERMITTED BY LAW, AGREE TO INDEMNIFY 1. WHOLESALE WATER AND WASTE WATER SERVICE TO BE PROVIDED BY: AND HOLD HARMLESS DENTON COUNTY, FROM ALL CLAIMS, DAMAGES AND LOSSES ARISING OUT OF OR RESULTING UPPER TRINITY REGIONAL WATER DISTRICT 6. "LANDSCAPE & WALL MAINTENANCE EASEMENTS" SHOWN ON THIS PLAT ARE FOR THE PURPOSE OF FROM PERFORMANCE OF THE OBLIGATIONS OF SAID OWNERS SET FORTH IN THIS PARAGRAPH. 900 NORTH KEALY STREET, PROVIDING ACCESS FOR LANDSCAPE AND WALL MAINTENANCE OPERATIONS, MAINTENANCE OF LEWISVILLE, TEXAS 75067 THE IMPROVEMENTS WITHIN THE "LANDSCAPE AND WALL MAINTENANCE EASEMENTS" IS THE 13. CREEKS OR DRAINAGE CHANNELS TRAVERSING ALONG OR ACROSS THE ADDITION WILL REMAIN AS OPEN CHANNELS P.O. BOX DRAWER 305 RESPONSIBILITY OF DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 7 AND DOES NOT AND WILL BE MAINTAINED BY THE INDIVIDUAL PROPERTY OWNER OF THE LOT OR LOTS THAT ARE TRAVERSED BY OR LEWISVILLE, TEXAS 75067 CONSTITUTE ACCEPTANCE OF THE SAME FOR MAINTENANCE PURPOSES BY DENTON COUNTY. ADJACENT TO THE DRAINAGE COURSES ALONG OR ACROSS THE LOTS. PHONE: (972) 219-1228, FAX: (972) 221-9896 7. THE CITY OF DENTON DOES NOT APPROVE PLATS FOR PROPERTIES LOCATED WITHIN THEIR 14. NO CONSTRUCTION, WITHOUT WRITTEN APPROVAL FROM DENTON COUNTY SHALL BE ALLOWED WITHIN AN IDENTIFIED 2. GAS & ELECTRIC TO BE PROVIDED BY: DIVISION 2 ETJ BASED ON AN ICA WITH DENTON COUNTY REGARDING PLATTING IN THE ETJ. THE "FIRM" FLOODPLAIN AREA, AND THEY ONLY AFTER A DETAILED FLOODPLAIN DEVELOPMENT PERMIT INCLUDING COSERV PROPERTY IS LOCATED WITHIN THE TOWN OF COPPER CANYON'S ETJ. ENGINEERING PLANS AND STUDIES SHOW THAT NO RISE IN THE BASE FLOOD ELEVATION (BFE) WILL RESULT, THAT NO 7701 SOUTH STEMMONS FREEWAY FLOODING WILL RESULT, THAT NO OBSTRUCTION TO THE NATURAL FLOW OF WATER WILL RESULT, AND SUBJECT TO ALL CORINTH, TEXAS 76210-1842 8. ALL POSITIVE OVERFLOW EASEMENTS SHALL BE KEPT CLEAR OF PLANTINGS, AND OTHER OWNERS OF THE PROPERTYAFFECTED BY SUCH CONSTRUCTION BECOMING A PARTY TO THE REQUEST. WHERE PHONE: (800) 274-4014, FAX. (940) 270-7790 OBSTRUCTIONS TO THE OPERATION AND MAINTENANCE OF THE DRAINAGE FACILITY BY THE CONSTRUCTION IS PERMITTED, ALL FINISHED FLOOR ELEVATIONS SHALL BE A MINIMUM OF TWO FEET ABOVE THE PROPERTY OWNER. ANY FENCES WITHIN THE EASEMENT SHALL BE KEPT AT AN ELEVATION HIGH 100-YEAR FLOOD ELEVATION. 3. CABLE & TELEPHONE TO BE PROVIDED BY: ENOUGH TO NOT BLOCK OR RESTRICT THE FLOW OF WATER WITHIN THE EASEMENT. GRANDE COMMUNICATIONS LLC 15, UPON COMPLETION OF CONSTRUCTION, ALL LOT CORNERS WILL BE MONUMENTED USING A 5/8 INCH REBAR WITH A 500 TITTLE DRIVE, SUITE 400 9. BLOCKING THE FLOW OF WATER OR CONSTRUCTION OF IMPROVEMENTS IN THE POSITIVE YELLOW PLASTIC CAP STAMPED 'HUITT-ZOLLARS" (IN AREAS WHERE IT IS NOT PHYSICALLY POSSIBLE TO SET REBAR, AN LEWISVILLE, TEXAS 75056 OVERFLOW EASEMENTS IS PROHIBITED. W CUT OR PK NAIL WILL BE UTILIZED). THE, CENTERLINE OF STREET RIGHT-OF-WAY WILL BE MONUMENTED WITH A PHONE: (972) 410-0620, FAX: (972) 410-0005 SCRIBED IN CONCRETE AT THE P.C.'S, P.T.'S AND INTERSECTION POINTS. 10, DENTON COUNTY WILL NOT BE RESPONSIBLE FOR ANY DAMAGE, PERSONAL INJURY, OR LOSS OF 4. THIS PLAT IS NOT WITHIN A FEMA-DESIGNATED FLOODPLAIN. FOR LIMITS OF THE 100-YEAR LIFE OR PROPERTY OCCASIONED BY FLOODING OR FLOODING CONDITIONS. 16. COORDINATES SHOWN ARE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE 4202, NAD 1983 GRID FLOODPLAIN IN THIS AREA, REFER TO FEMA MAP NUMBER 48121CO530G, APRIL 18, 2011 DENTON VALUES. COUNTY. ALSO SEE LETTER OF MAP REVISION (LOMR) EFFECTIVE SEPT. 17, 2010 (FEMA CASE 11, CONSTRUCTION NOT COMPLETE WITHIN TWO YEARS OF THE COMMISSIONERS COURT APPROVAL #1 0-06-1747P). SHALL BE SUBJECT TO CURRENT COUNTY SUBDIVISION RULES AND REGULATIONS, 5. THE MAINTENANCE OF PAVING, GRADING AND DRAINAGE IMPROVEMENTS AND/OR EASEMENTS 12. DENTON COUNTY SHALL NOT BE RESPONSIBLE FOR MAINTENANCE OF PRIVATE STREETS, DRIVES, SHOWN ON THIS PLAT ARE THE RESPONSIBILITY OF DENTON COUNTY FRESH WATER SUPPLY EMERGENCY ACCESS EASEMENTS, RECREATION AREAS AND OPEN SPACES; AND THE OWNERS CABINET X, PAGE 664 P.R.D.C.T. (BLOCK 5A) LOT 1 LOT 20 can N89*41'07"E 18.21' S45018'53"E 16.21' IX S57*48'06"E 25.00' WATER ESMT. S89'40*12T"W 12.48e Uj DRAINAGE ESMT. co - St COMMON A=3*16'38"- AREA I R=242.50' Ca ua L=13.88' -ca C=13.87' Cn CB=N88*4126"W 15' DETAIL W A=1 5'5043" R=575.00' L=1 59.02' C=158.51' d 1*14 im FINAL PLAT �CfAW VICINITY MAP 0 30 60 90 120 SCALE IN FEET SCALE: V = 60' FRONT YARD SETBACK MAY BE REDUCED BY 15' WHEN A"J" DRIVE IS USED. -N Cvotj So51w11+, L021 C-C111-fX1tX--TktC, I I 1. -7 ?14411 (22.747 ACRES) 92 RESIDENTIAL LOTS, 2 COMMON AREAS SITUATED IN THE W.H.C. DANIEL SURVEY, ABST. No. 385 AS OITED PART EmeHIP Rn OF TEXLim 5000 Legacy Drive, Suite 190 Piano, Texas 75024 Phone: (214) Huitt-Zollars, Inc. Dallas 1717 McKinney Avenue Sufte 1400 Dallas, Texas ��270�7-�236 Phone,(214) 871-3311 Fax (214) 871-0757 SEPTEMBER, 2014 SHEET I OF 2 !?.eti- f a f, R pa f- Lf to l-'ecopds Of 0 0 F < 0- 1 0 n Y Cr 0 E Zz Plat r,teco'-dIs AuRt-15.` EA-hT ,L 'n- F'g m,,b ef, :',day C11 ILI or Pafqes2 ry r- 1 0 fi.'s r- e i p t Number 12 0 6 7 8' B'd summ-i z tl�v m-11111f zrd�* K* III MAN "-* 11M1111" W vq�111 I l I III 1 111 THENCE North 00 degrees 21 minutes 36 seconds East a distance of 219.42 feet to a 5/8 inch iron rod set with plastic cap stamped "Huift-Zollars" at the beginning of a curve to the fight having a delta angle of 15 degrees 10 minutes 58 seconds, a radius of 770.00 feet and being subtended by a chord which bears North 07 degrees 57 minutes 05 seconds East a distance of 203.45 feet; THENCE along said curve to the right an are length of 204.04 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars" at the end of said curve; THENCE North 15 degrees 32 minutes 34 seconds East a distance of 113.96 feet to a 518 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE North 60 degrees 32 minutes 23 seconds East a distance of 21.21 feet to a 518 inch iron rod set with plastic cap stamped "Huitt -Zollars" at the beginning of a non -tangent curve to the left having a delta angle of 15 degrees 23 minutes 24 seconds, a radius of 441.00 feet and being subtended by a chord which bears South 82 degrees 18 minutes 18 seconds East a distance of 118.10 feet; THENCE along said curve to the left an arc length of 118.46 feet to a 5/8 inch iron rod set with plastic cap stamped "Huift-Zollars" at the end of said curve; THENCE East a distance of 550.31 feet to a 5/8 inch iron rod set with plastic cap stamped "Huift-Zollars" at the beginning of a curve to the left having a delta angle of 37 degrees 40 minutes 16 seconds, a radius of 390.00 feet and being subtended by a chord which bears North 71 degrees 10 minutes 05 seconds East a distance of 251.82 feet; THENCE along said curve to the left an arc length of 256.42 feet to a 5/8 inch iron rod set with plastic cap stamped "Huift-Zollars"; THENCE South 10 degrees 48 minutes 56 seconds West a distance of 22.08 feet to a 5/8 inch iron rod set with plastic cap stamped "Huift-Zollars"; THENCE South 31 degrees 48 minutes 12 seconds East a distance of 13.41 feet to a 518 inch iron rod set with plastic cap stamped "Huitt-Zollars" at the beginning of a curve to the right having a delta angle of 31 degrees 28 minutes 24 seconds, a radius of 275.00 feet and being subtended by a chord which bears South 16 degrees 04 minutes 00 seconds East a distance of 149.17 feet; THENCE along said curve to the right an arc length of 151.06 feet to a 5/8 inch iron rod set with plastic cap stamped "Huift-Zollars"; THENCE South 00 degrees 19 minutes 48 seconds East a distance of 47.81 feet to a 5/8 inch iron rod set with plastic cap stamped "Huftt-Zollars"; THENCE South 47 degrees 03 minutes 30 seconds East a distance of 13.71 feet to a 518 inch iron rod set with plastic cap stamped "Huftt-Zollars"; THENCE South 5 degrees 03 minutes 36 seconds East a distance of 50.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars" at the beginning of a non -tangent curve to the right having a delta angle of 0 degrees 61 minutes 37 seconds, a radius of 275.00 feet and being subtended by a chord which bears South 85 degrees 22 minutes 12 seconds West a distance of 4.13 feet; THENCE along said curve to the right an arc length of 4.13 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars" at the end of said curve; THENCE South 43 degrees 15 minutes 21 seconds West a distance of 14.49 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE South 00 degrees 19 minutes 48 seconds East a distance of 48.72 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE North 89 degrees 40 minutes 12 seconds East a distance of 125.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE South 00 degrees 19 minutes 48 seconds East a distance of 107.41 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; WON LAIAL M �!I 111�1111 ��111 111 ZZ ! 11 111111lill gii�! low R� Gig IR 111111 111111,11 111PI111111111111 11111111111 111111111111111111? 1-111111 111 1 111i III - ii AFA Mas M 14 Leila iNI MzA 110MMIAZZION I IM Along said curve to the right an arc length of 509.78 feet to a 5/8 inch iron rod set with plastic stamped "Huift-Zollars" at the end of said curve; North 55 degrees 04 minutes 43 seconds West a distance of 10.49 feet to the POINT OF BEGINNING and containing 22,747 acres of land, more or less. CURVE DELTA RADIUS LENGTH CHORD CHORD BEAR. C1 0051'37" 275.00' 4.13' 4.13' S85022'12"W C2 30'32'11 350.00' 186,54' 184.34' S74*22'18"E C3 3005347" 300.00' 161.77' 159.82' S74033'06"E C4 13*08111 250.001 57.32' 57.19' S8302555"E C5 13-27'59" 300.00, 70.511 70.35' S8303549"E C6 404349" 250.001 20.64' 20.63' N8701 81 8"E C7 31 "29'10" 250.00' 137.38' 135.661 N1600337"W C8 1402337" 425.001 106.77' 106.49' N82048'1 I "E C9 -6-10 10011'16" 550.00, 97.80' 97.67' S8405422"E 10031'04" 350.00' 64.25' 64.16' S85004'16"E C11 'D42'07" 8 375.00' 56.95' 56.90' N85*17'21"W C12 -761 -3 119*3227" 50.00, 104.32' 86.40' N60007'50"E 35-2927- 20.00' 12.39' 12.19' S77050'40"E C14 503524" 450.00' 43.90' 43.89' S87012'18'W C15 10011'16" 575.00' 102.24' 102.1 V S84054'22"E C16 10031'04" 325.00' 59.66' 59.58' 885004'16"E C17 3102824" 225.00' 123.60' 122.05' N16004'00"W C18 41*17'05" 30.00' 2 1.15' S20"58'20"E C19 131017'05" -50.00' 114.57' 91.10, S24001*40"W C20 --621 13027'59" 325.00' 76.39' 76.21' N8303549"W 13-0811111 225.00' 51.591 51.47' N830265511W C22 3005347" 325.00' 175.25' 173.14' N74033'06"W C23 1 30032'11 325.001 173.21- 171.17' N74022'18"W C24 80-25-16" 20.00' 28.07' 25.82' N400341 5"E C25 9013'07" 400.00' 64.36' 64.29' N8502326"E C26 10011'16" 525.00' 93.35' 93.23' S8405422"E C27 10'3 1'04" 1 375.00' 68.84' 68.74' S85*04'16"E C28 13027'69" 275.00' 64.63' 64.49' N83-035'49"W C29 13"08'11 " 275.00' 63.05' 62.91' N83025'55"W C30 3005347" 275.00' 148.29' 146.50' N74033'06"W- C31 10* 10"1 1 375.00' 66.64' 1 66.55' 1 N6401 VI MOW Tom By- LAOiRY CRAVEN, Viee President STATE OF TEXAS BEFORE ME, the undersigned Notary Public in and for the State of Texas, on this day personally appeared Larry Craven, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purpose and consideration therein expressed, and in the capacity therein stated: GIVENUMBER AND �D SEAL OF OFFICE THIS DAY 0 2014 Notar�r Public in th e State of Texas My Commission Expires: OWNERS CERTIFICATE LESLIE ERIN OBLAS Notary Public, State of Texas My Commission Expires 4- April 27, 2016 THAT, CURPG LAND COMPANY, L.P., acting by and through the undersigned, their duly authorized agent, do hereby adopt this plat designating the herein described property as, THE GARNER EAST -PHASE A, Denton County, Texas and do hereby dedicate to the public use forever the street right-of-way and public easements shown hereon. It is further affirmed that the property within this plat is within the Town of Copper Canyon's Extra Territorial Jurisdiction of Division 11 City of Denton, Denton County, Texas. By: I I X Thomas H. Burleson Executive Vice President BEFORE ME, the undersigned Notary Public in and for the State of Texas, on this day personally appeared Thomas H. Burleson, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purpose and consideration therein expressed, and in the capacity therein stated: 10- ----------- Date BEFORE ME, the undersigned Notary Public in and for the State of Texas, on this day personally appeared Eric J. Yahoudy, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purpose and consideration therein expressed, and in the capacity therein stated: GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY 2014 - USA D. EYSTER N�ota'rV Public in the State of Ilexas MY COMMISSION EXPIRES Marc My Commission Expires: h 6,2016 I Michael David De Leon, a Texas Licensed Engineer, do hereby affirm that to the best of my knowledge information and belief and based upon the information provided, the drainage improvements shown on this plat will have no adverse effect on any property adjacent to the property shown. I further declare that I will accept full responsibility for the integrity of the drainage design and will defend and hold harmless Denton County from any claim or litigation arising out of any errors, omissions or other acts of negligence in the preparation of same. • A NWOWAR (County Judge)V HOUDY An -