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SB0008ANOT TO SCALE U.E. UTILITY EASEMENT BL BUILDING SETBACK LINE 5/8"IRF 5/8-INCH IRON ROD W/CAP MARKED "PEIITT-RPLS 4087" FOUND 1/2-IRF 1/2-INCH IRON ROD WITH CAP MARKED 1994" FOUND "X" CUT FND 'Y' CUT FOUND IN CONCRETE R.O.W. RIGHT-OF-WAY P.O.B. POINT OF BEGINNING 60'R 60-FOOT RADIUS G) DESIGNATES SUBDIVISION BLOCK R.P.R.D.C.T. REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS P.R.D.C.T. PLAT RECORDS, DENTON COUNTY, TEXAS W.M.E. WALL MAINTENANCE EASEMENT inch = 100 feet L01 LOT cl� F_ 12'xl 2' 0 SIDEWALK 6 I \11SIBILITY ESI MP') 12' 12' WALK & tIUTY ESMT. LOT LOT 110 *A Q AQ $ SIDEWALK& \nSiBluly ESMI. AL-STER7 itLTERSECTION (TYP.) N.T.S. LINE B FA R 1 N LE EN.. T S68'45'46"F 32� 3-0 L21 S03'55'L0-7 42. 0- 1 S 15 '23'! 8 " \tv' 3 4. L4! S27*00'27"V,;' 200.CC� L5' S66'59' 3"F E 0. 00 LS: S52*55'39 L7i 52 3'0 0'2 7 V L8! S 18'2 6 S232- Ll I S8"O`58" 64. I Ll 21 S85'551.6-7`E 6 3. 8 S, L N89'36 58'E 55.C2 Ll 41 N87*24'34"E 8.7E L'I 5! "F N85*51'26 26.26 Llf 6! N84'56'03"E 620.56 L 7 N185'34'02"E 58.00 Ll 81 N 8 8'0 7'0- 4 " E' 50.00 Ll 91 SO] '52'56 "E 3I0.03 Leo'SO1*35'52"W L211 S88'491'56`%k 89.25 1 22 np 5'04'59"W - 44, 7 0 "223 a S84*57 07 IN 6 05. 30 1 L24' 't S 8 _17'O 3'23 W 55.71 89'57'34"1Y N_I 55.89 : L26 i KI R 7'n P'l P " V' I 17, C, P. iP, L27; N84'109'06"W 55.85 L28 N81'40'24"W 49.20 L29 N78-47'06"W 54_._21 L30 N70*36'02"W 72.26 L31 N-88*22'15"W 320.12- L32 N23*00'27"E 860.79 L33 N00*36'42"E 5.51 L34 N23'00'27"E 490.67 L35 N01*37'45"E 67.16 L361 S66-59'33"E 4.22 L371 --S88-22'15"E 377.59 L38 N17*05'00"E 200,29 L39 N23*00'27"E 184.61 L40 S66*5933"E 5.20 L411 S72'55'00"E 1 20.38 L421 N84-56'03"E 1 6_40,49 4 N;-:- BEAR i N (3 L E N G 4 N 34, 4 37'4- 5 9.20 L 4 5 1 S 0 8,3 4, 0 �Ill _4731 L 46 1 S1 5 11 7'2 4 "All 47.29 47; S20' 5'09"Vv �Y.9C L48: N 2 9 *5 0`3 8 -,-,E IP11/1_- TARI f N(D. I CHORD DIRE CTI. N CfiORD DELTA RADIUS J LENGTH' C I N 8 9'3 9'21 " E 1_209.96 309'35"16" 310 0 0 1 214. 19 C 2' f\!72'08'23"E 37.76 4 - 3,3'2 0 A17,5.00 37.77 S70'28'02"'E 18.01 i 2*10'20" s 475.00 18.01 C4 N_, 2; 12" V 29.99 2'24'00l' 525.00 i 21.99 C5 j S20*02'44tN 100.77 5'55'2�" 975�00 1 100.81 S89'26 36 E 3 7 .2 5 i 2"04156': I 1025,001 37,25 S83,30'45 W i 5&46 58'15'45," - - 1 60-007611 .06 c8 N77'51'04"W I 32.86 21-02'22" 1 090.00 33.05 1 IN 7 9'071' 2 3' k1li 88.39 18 -2 9'4 1-1 275UV-1 88.77 1 CiO 1\122'32'03"E 2 7.10 1 0*56'49" 1640.00 27.10 C11 NO2*50'51"E 19.51 4'28'18" 250.00 19.51 C12 N1 4*02'44"E 77.89 17-S5'27" 250.00 78.21 C13 S1 2*1 9'06"W 185.48 21'22'42" 500-00 186.56 C14 S71 *06'23"E 35.87 8*13'39" -250.00 35.90 C15 -..S81 *47'43"E 57.25 13-09'02" 250.00 57.38 C16 N54*21'23"E 60.56 74-32'45 11 50.00 65.05 C17 S20*02'44"W 103.35 5*55'27" 1000.00 103.40 C18 S69*1 6'23"E 39.79 4*33'40" 500.00 39.80 C19 S83'5928"C" L_ - 345.75 22'08'57" 900.00 347.92 C20 ..S88*15517"W 116.23 6'3949" 1000.00 116.30 C21 S82*15'22"E 47.93 1213'45" 225.00 _48.02 C22 S81 *25'09"E 66.57 13*54'11 " 275.00 66.73 C23 N74'20'04"W 12.13 28*04'21 " 25.00 12.25 C24 I N 54'21'23"F 109.06 130'41'27" 60.00 136.86 C25 S03*02'50"W 12--.131- 28-04'21 " L_2.5.00 12.25 5 7 fj 20 12 13 '59, 14 - 7: 70 2 BOULEyl�RD P" 12 15 ARTESIA PHASE WRY R.0 P w X, 22 /? 177 Q) 4j P.R.D.0 T, 4 _T` ""�T 721331 27 323 _3 2 22 2910 10 K 1 27 28 25 11 !1//2"IRF 1 23 1 24 �� I 11� , 1 1 25 21, 13 24 .1V1 , l "l 994" 3, cc, 9 y11 Iry 11 1 12 25 CALLED 35.335 ACRES LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION TRACT ONE DOCUMENT NO. 2011-64759 R.P.R.D.C.T, 501 DRAT' ,4,GE & ESIV,7- TR,'-,_- 10C, N-. 200r-_89�'4, R,P.R,�` `TC �T-ABAINDONiED E, Y P�: 7 550 DRAiNAGE &r ,'J71LITY Skf_T_ TRACT Z,- DOG. -7 NO, 2005_89,/ R. P, (T 0 BL ABANDONE-D Bl�/ Pi A, "" DUDC� N"D. 20055-89242, 7 Ie' IUT!L,!_�'y EASEk,1,;_:_!,,�,T, TRAC-7 ZL DOC- Nl�`;2005-89,-57 - - ---------- AIIEZI 01U,41-k, 7_1_V1 20,X20, 20"X20'�,� LANDSCAPE LANDSCAPE, SIDEWALK '& 1 SIDEWALK & VISIBILITY Esyr. VISIBILITY ESMT.j LOT LOT �L02x20"LANMIAPE. -SIDEWALK _1 VISIBILITY EASMENT BM#1 - SQUARE CUT NORTHEAST CORNER OF ARTESIA BOULEVARD BRIDGE ON BACK OF CURB. ELEVATION - 581.91' BM#2 - SQUARE CUT SOUTHEAST CORNER OF CURB INLET ON THE SOUTH SIDE OF WHITE ROCK BOULEVARD 71' EAST OF THE CENTERLINE OF ARTESIA BOULEVARD. ELEVATION - 588.45' -BM#3 - 'X' CUT AT THE CENTERLINE INTERSECTION OF DRY CREEK BOULEVARD AND TEXOMA TRAIL. 'ELEVATION - 587,52' CALLED 124.888 ACRES CORONA ARTESIA, LLC TRACT IV DOCUMENT NUMBER 2008-34098 R.P.R.D.C.T. N 0 TES,: 1. WATER, SERVICE TO BE PROVIDED BY DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10. 2. UTILITY PROVIDERS: (1) ELECTRIC AND GAS SERVICE: COSERV 7701 SOUTH STEM44ONS CORIN11H, TEXAS 75065 PHONE: 1-800-274-4014 (2) TELEPHONE SERVICE AT&T 2301 RIDGEMEW DRIVE PLANO, TEXAS 75025 PHONE: (972) 569-3084 7. SANITARY SEWER TO BE HANDLED BY FACILITIES APPROVED BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY. 4- THE MAINTENANCE OF PAVING, GRADING AND DRAINAGE IMPROVEMENTS AND/OR EASEMENTS SHOWN ON THIS PLAT IS THE RESPONSIBILITY OF DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO, 10. APPROVAL OF THIS PLAT BY DENTON COUNTY DOES NOT CONSTITUTE ACCEPTANCE OF SAME FOR, MAINTENANCE PURPOSES. 5. ALL SURFACE DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF FENCES, BUILDINGS, FOUNDATIONS, PLANTINGS, AND OTHER OBSTRUCTIONS TO THE OPERATION AND MAINTENANCE OF THE DRAINAGE FACILITY. 6. BLOCKING THE FLOW OF WATER OR CONSTRUCTING IMPROVEMENTS IN SURFACE DRAINAGE EASEMENTS, AND FILLING OR OBSTRUCTING THE FLOODWAY IS PROHIBITED. 7. DENTON COUNTY WILL NOT BE RESPONSIBLE FOR ANY DAMAGE, PERSONAL INJURY OR LOSS OF LIFE OR PROPERTY OCCASIONED BY FLOODING OR FLOODING CONDITIONS, 8. THE EXISTING CREEKS OR DRAINAGE CHANNELS TRAVERSING ALONG OR ACROSS THE ADDITION WILL REMAIN AS OPEN CHANNELS AND WILL BE MAINTAINED BY THE INDIVIDUAL PROPERTY OWNERS OF THE LOT OR LOTS THAT ARE TRAVERSED BY OR ADJACENT TO THE DRAINAGE COURSES ALONG OR ACROSS THE LOTS. 9. CONSTRUCTION NOT COMPLETE WITHIN "PWO YEARS OF MHE COMMISSIONER'S COURT APPROVAL SHALL BE SUBJECT TO CURRENT COUNTY SUBDIVISION RULES AND REGULATIONS. 10. A DRIVEWAY CULVERT PERMIT MUST BE OBTAINED FROM ROAD AND BRIDGE DEPARTMENTS BY THE OWNER OF EACH LOT PRIOR TO THE CONSTRUCTION, INSTALLATION OR PLACEMENT OF ANY DRIVEWAY ACCESS IMPROVEMENTS WITHIN THE DEDICATED RIGHT-OF-IIVAY. 11. NO CONSTRUCTION WITHOUT WRITTEN APPROVAL FROM DENTON COUNTY SHALL BE ALLOWED WITHIN AN IDENTIFIED "FIRM" FLOODIPLAIN AREA, AND THEN ONLY AFTER A DETAILED FLOODPLAIN DEVELOPMENT PERMIT INCLUDING ENGINEERING PLANS AND STUDIES SHOW THAT NO RISE IN THE BASE FLOOD ELEVATION (BFE) WILL RESULT, THAT NO FLOODING WILL RESULT, THAT NO OBSTRUCTION TO THE NATURAL FLOW OF WATER WILL RESULT- AND SUBJECT TO ALL OWNERS OF THE PROPERTY AFFECTED BY SUCH CONSTRUCTION BECOMING A PARTY TO THE REQUEST. �WHERE CONSTRUCTION IS PERMITTED, ALL FINISHED FLOOR ELEVATIONS SHALL BE A MINIMUM OF TWO FEET ABOVE THE 100-YEAR FLOOD ELEVATION. 12. ALL UTILITIES AND DRAINAGE STRUCTURES ARE LOCATED IN THE RIGHT-OF-WAY EXCEPT AS SHOWN, 13. ALL UTILITY EASEMENTS AND RIGHTS -OF -WAY SHOWN HEREON ARE HEREBY DEDICATED BY THIS PLAT FOR THE EXCLUSIVE USE OF DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10 UNLESS OTHERWISE NOTED, 14- A PORTION OF THE SUBJECT TRACT IS DEPICTED WITHIN ZONE 'A' ON THE FEMA FLOOD INSURANCE RATE MAPS, MAP NO. 48121CO430G, DATED APRIL 18, 2011. ZONE 'A' IS DEFINED THEREON AS "NO BASE FLOOD ELEVATIONS DETERMINED." THIS AREA ALSO FALLS INTO THE CATEGORY "SPECIAL FLOOD HAZARD AREAS (SFHAs) SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD" WHICH IS DEFINED THEREON AS "THE 1% ANNUAL CHANCE FLOOD (100-YEAR FLOOD), ALSO KNOWN AS THE BASE FLOOD, IS THE FLOOD THAT, HAS A 1% CHANCE OF BEING EQUALED OR EXCEEDED IN ANY GIVEN YEAR. THE SPECIAL FLOOD HAZARD AREA IS THE AREA SUBJECT TO FLOODING BY THE 1% ANNUAL CHANCE FLOOD. AREAS OF SPECIAL FLOOD HAZARD INCLUDE ZONES A, AE, AH,AO, A99, V, AND VE. THE BASE FLOOD ELEVATION IS THE WATER -SURFACE ELEVATION OF THE 1% ANNUAL CHANCE FLOOD*. THE -REMAINDER OF THE SUBJECT TRACT IS DEPICTED IN ZONE 'X' (UNSHADED) ON SAID MAP. ZONE Y (UNSHADED) IS DEFINED THEREON AS "AREAS DETERMINED TO BE OUTSIDE THE 0.27. ANNUAL CHANCE FLOODPLAIN." 15, ALL CORNERS ARE 5/8-INCH IRON ROD WITH CAPS MARKED -PET1TTRPLS 4087- SET, UNLESS OTHERWISE NOTED, 16. LOT NUMBERS ENDING WITH AN "X" ARE NON-RESIDENTIAL LOTS. MAINTENANCE OF `X" LOTS SHALL NOT BE THE RESPONSIBILITY OF DENTON COUNTY FRESH WATER SUPPLY DISTRICT #10. BLOCK37 MINIMU-m-_ F.F. ELEVATION (2) 580.6 582.6 (1) PER LOMR CASE NO. 07-06-0536P (2) CALCULATED 2-FEET HIGHER THAN FLOOD PLAIN ELEVATION (3) PER ENGINEERING GRADING PLANS CALLED 35.335 ACRES -7 LENNAR HOMES OF TEXAS LAND ZA C,0 t AND CONSTRUCTION 7ebool( TRACT ONE .4, - ) DOCUMENT NO. 2011-64759 �P� 4101 5;a'3 I A 4 q {o 7- A R.P.R.D.C.T. L4 615 q S Af D t 16 9- A T jZ S S� 0'e. 17� q c, s 9L 9 44 Ll Cw I- - b?.UU IzZl fr�� '110'BL (6 r__6,3 20 BL 22,58 0 50. 0 CIS L�120- 26 0 zzu di, 46 4r) I'D Z 7,VARfABLE �',IDTHI LA APE C\ 36 156.78'CANYON RIDGE ZzZO'S 20'BL>1/ 1.1 - � 1\ 0 to L3 -3z- --1 8 16 8g - I / P z C2:� rz,)l �f 4i - 1U I,T X Co N� 0 - to %cc 0 9 Q01 10,0 45 400ftwoormwafts, z- F\j co :E 8.75 I I I 8015d b3l� C 41 ? F:,'- 01 11�� 50 00' 46.55' -Lo woo 315 P 0 �0 ---L21, - ---------- 0- n - 92 _z - -4- 6 'o L� 0� Uf '.0 zo � 0 bo EASEMENT ? 2 (E� �v 13 P - 10 CL - 12 S5 14 15$t one .000 "l, Co -) 0 to 3. FINAL PI -,,-AT Cd 7 E, 8 3 0' SANITARY SEWER EASEMENT 07 71� Z 9.80, 0 01 - - - - - - - - - - - - - 9 79' r8_75 Mom SST' 4 - 0.0 - " " `4 1 A T_1H 1 ST' 4B THE TO�% OF PROSPER 9. Anlh Z) A DOC, NO, 2012 33202 14 (UNSHADF L24 ZO�N-- ------ 14.690 ACRES 79 RESIDENTIAL LOTS R.P.R.D.c. I. L27 6 /4\ CALLED 220.600 ACRES 2 NON-RESIDENTIAL LOTS REMAINDER OF A SUNCREST PROPERTIES, L.P. 300-FOOT OPEN SPACE A, DOCUMENT NUMBER 2004-800 SITUATED L\T THE VOL 5398, PG. 3401 R;P.R.D,C. I, LOUISA NETHER SURVEY, ABSTRACT NO. 962 REMAINDER OF A R.P.R.D.C.T. DENTON COUNTY FRESH WATER DENTON COUNTY FRESH WATER SUPPLY DISTRICT O. 10 CALLED 227.80 ACRES AFFECTED BY AMENDMENT NO. I SUPPLY DISTRICT NO.* 10 SEALED BID DFW, L.P. TO THE COVENANTS, DENTON COUNTY, TEXAS DOC. NO. 2003-84629 DRAINAGE ESMT. CONDITIONS, AND RESTRIC CONTACT.- CLAY E. CRAWFORD R.P.R.D.C.T. TRACT 6 ION'S 19 BRIAR HOLLOW LANE, SUITE 245 DOG. NO. HOUSTON, TEXAS 77027 RECORDING BLOCK REMAINDER OF A T11'r m DOG. NO. 2005-8932 CALLED 220.600 ACRES R.P.R.D.C.T. `�ARRRAZ-Af2 R.P,R.D.C.T. PHONE (713) 621 3707 �y !-flj�: ffoP \Recor6 SUNCREST PROPERTIES, L.P. It PLANNING Tle DOCUMENT NUMBER 2004-800 SURVEYING It t R.P.R.D.C.T. OWNER: LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD A TEXAS LIMITED -- - - - - - - - - - - - - - T, -rl* - - - - - - - - - - - - - - - - - - - - - - - - 300 Municipal Drive Tel. No. 214) 221-9955 Plat Reco"s CONTACT. JACK DAWSON, VICE PRESIDENT Richardson, Texas 75080 Fox No. �214) 340-3550 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ARTESIA PHASE 4 9 7 LENNAR HOMES OF TEXAS L & C, LTD- DATE: JULY 20, 2011 SCALE: 1 "= 100' "Doc ',Jwmbe�! Rl`�- 1707 MARKET PLACE BLVD, SUITE 250 IRVING. TEXAS 75176� JOB NO. 11033-4A A:sun�., i 111U -, U!r, Receipt Rum�s��- - STATE OF TEXAS § COUNTY OF DENTON § WHEREAS LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD., IS THE OWNER OF A TRACT OF LAND SITUATED IN THE LOUISA NETHERLY SURVEY, ABSTRACT NO. 962, IN DENTON COUNTY, TEXAS, SAID TRACT BEING A PORTION OF A CALLED 35.335 ACRE TRACT OF LAND DESCRIBED AS TRACT ONE IN A DEED TO LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD., RECORDED AS DOCUMENT NO. 2011-64759, REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT AN "X" CUT FOUND IN CONCRETE AT THE INTERSECTION OF ARTESIA BOULEVARD (AN 80-FOOT RIGHT-OF-WAY AT THIS POINT) AND WHITE ROCK BOULEVARD (A 50-FOOT RIGHT-OF-WAY) ON THE EAST LINE OF ARTESIA PHASE 1B, AN ADDITION TO DENTON COUNTY ACCORDING TO THE PLAT THEREOF RECORDED IN CABINET X, PAGE 175, PLAT RECORDS, DENTON COUNTY, TEXAS, FOR THE MOST WESTERLY SOUTHWEST CORNER OF ARTESIA PHASE 1 C, AN ADDITION TO DENTON COUNTY ACCORDING TO THE PLAT THEREOF RECORDED IN CABINET X, PAGE 177 OF SAID PLAT RECORDS; THENCE ALONG THE SOUTH AND WEST LINES OF SAID ARTESIA PHASE 1C AND THE NORTH AND EAST LINES OF SAID TRACT ONE, THE FOLLOWING COURSES AND DISTANCES: SOUTH 68 DEGREES 48 MINUTES 46 SECONDS EAST, A DISTANCE OF 32.39 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT; EASTERLY, ALONG SAID NON -TANGENT CURVE TO THE LEFT WHICH HAS A CHORD THAT BEARS NORTH 89 DEGREES 39 MINUTES 21 SECONDS EAST FOR 209.96 FEET, A CENTRAL ANGLE OF 39 DEGREES 35 MINUTES 16 SECONDS AND A RADIUS OF 310.00 FEET, FOR AN ARC DISTANCE OF 214.19 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR THE BEGINNING OF A REVERSE CURVE TO THE RIGHT; NORTHEASTERLY, ALONG SAID REVERSE CURVE TO THE RIGHT WHICH HAS A CHORD THAT BEARS NORTH 72 DEGREES 08 MINUTES 23 SECONDS EAST FOR 37.76 FEET, A CENTRAL ANGLE OF 04 DEGREES 33 MINUTES 20 SECONDS AND A RADIUS OF 475.00 FEET, FOR AN ARC, DISTANCE OF 37.77 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR THE END OF SAID CURVE; SOUTH 03 DEGREES 55 MINUTES 40 SECONDS EAST, A DISTANCE OF 42.91 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER; SOUTH 15 DEGREES 23 MINUTES 18 SECONDS WEST, A DISTANCE OF 34.37 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER; SOUTH 23 DEGREES 00 MINUTES 27 SECONDS WEST, A DISTANCE OF 200.00 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER; SOUTH 66 DEGREES 59 MINUTES 33 SECONDS EAST, A DISTANCE OF 110.00 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER ON THE NORTHWEST RIGHT-OF-WAY OF TAHOE TRAIL (A 50-FOOT RIGHT-OF-WAY); SOUTH 52 DEGREES 55 MINUTES 39 SECONDS EAST, A DISTANCE OF 51.55 FEET TO A 1/2-INCH IRON ROD WITH CAP MARKED "1994" FOUND FOR CORNER ON THE SOUTHEAST RIGHT-OF-WAY OF SAID TAHOE TRAIL; THENCE OVER AND ACROSS SAID TRACT ONE, THE FOLLOWING COURSES AND DISTANCES: SOUTH 23 DEGREES 00 MINUTES 27 SECONDS WEST, A DISTANCE OF 110.12 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET FOR THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT; SOUTHEASTERLY, ALONG SAID NON -TANGENT CURVE TO THE LEFT WHICH HAS A CHORD THAT BEARS SOUTH 70 DEGREES 28 MINUTES 02 SECONDS EAST FOR 18.01 FEET, A CENTRAL ANGLE OF 02 DEGREES 10 MINUTES 20 SECONDS AND A RADIUS OF 475.00 FEET, FOR AN ARC DISTANCE OF 18.01 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET FOR THE END OF SAID CURVE; SOUTH 18 DEGREES 26 MINUTES 48 SECONDS WEST, A DISTANCE OF 50.00 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET FOR THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT; NORTHWESTERLY, ALONG SAID NON -TANGENT CURVE TO THE RIGHT WHICH HAS A CHORD THAT BEARS NORTH 70 DEGREES 21 MINUTES 12 SECONDS WEST FOR 21.99 FEET, A CENTRAL ANGLE OF 02 DEGREES 24 MINUTES 00 SECONDS AND A RADIUS OF 525.00 FEET, FOR AN ARC DISTANCE OF 21.99 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET FOR THE END OF SAID CURVE; SOUTH 23 DEGREES 00 MINUTES 27 SECONDS WEST, A DISTANCE OF 18.18 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET FOR THE BEGINNING OF A TANGENT CURVE TO THE LEFT; SOUTHWESTERLY ALONG SAID TANGENT CURVE TO THE LEFT WHICH HAS A CHORD THAT BEARS SOUTH 20 DEGREES 02 MINUTES 44 SECONDS WEST FOR 100.77 FEET, A CENTRAL ANGLE OF 05 DEGREES 55 MINUTES 27 SECONDS AND A RADIUS OF 975.00 FEET, FOR AN ARC DISTANCE OF 100.81 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET FOR THE END OF SAID CURVE; SOUTH 75 DEGREES 20 MINUTES 37 SECONDS EAST, A DISTANCE OF 72.92 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET FOR CORNER; SOUTH 81 DEGREES 07 MINUTES 58 SECONDS EAST, A DISTANCE OF 64.16 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET FOR CORNER; SOUTH 85 DEGREES 55 MINUTES 47 SECONDS EAST, A DISTANCE OF 63.89 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET FOR CORNER; NORTH 89 DEGREES 36 MINUTES 58 SECONDS EAST, A DISTANCE OF 55.02 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET FOR CORNER; NORTH 87 DEGREES 24 MINUTES 34 SECONDS EAST, A DISTANCE OF 8.74 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET FOR CORNER; NORTH 85 DEGREES 51 MINUTES 26 SECONDS EAST, A DISTANCE OF 26.26 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET FOR CORNER; NORTH 84 DEGREES 56 MINUTES 03 SECONDS EAST, A DISTANCE OF 620.56 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET FOR CORNER; NORTH 85 DEGREES 34 MINUTES 02 SECONDS EAST, A DISTANCE OF 58.00 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET FOR CORNER; NORTH 88 DEGREES 07 MINUTES 04 SECONDS EAST, A DISTANCE OF 50.00 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET FOR CORNER; SOUTH 01 DEGREES 52 MINUTES 56 SECONDS EAST, A DISTANCE OF 110.03 FEET TO A 5/8--INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET FOR THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT; EASTERLY, ALONG SAID NON -TANGENT CURVE TO THE RIGHT WHICH HAS A CHORD THAT BEARS SOUTH 89 DEGREES 26 MINUTES 36 SECONDS EAST FOR 37.25 FEET, A CENTRAL ANGLE OF 02 DEGREES 04 MINUTES 56 SECONDS AND A RADIUS OF 1025.00 FEET, FOR AN ARC DISTANCE OF 37.25 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET FOR THE END OF SAID CURVE; SOUTH 01 DEGREE 35 MINUTES 52 SECONDS WEST, A DISTANCE OF 160.34 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET FOR CORNER ON THE SOUTH LINE OF SAID TRACT ONE; THENCE ALONG THE SOUTH LINE OF SAID TRACT ONE, THE FOLLOWING COURSES AND DISTANCES: SOUTH 88 DEGREES 49 MINUTES 56 SECONDS WEST, A DISTANCE OF 89.25 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER; SOUTH 85 DEGREES 04 MINUTES 59 SECONDS WEST, A DISTANCE OF 44.70 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER; SOUTH 84 DEGREES 57 MINUTES 07 SECONDS WEST, A DISTANCE OF 605.30 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER; SOUTH 87 DEGREES 03 MINUTES 23 SECONDS WEST, A DISTANCE OF 55.71 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER; NORTH 89 DEGREES 57 MINUTES 34 SECONDS WEST, A DISTANCE OF 55.89 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER; NORTH 87 DEGREES 08 MINUTES 18 SECONDS WEST, A DISTANCE OF 55.86 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER; NORTH 84 DEGREES 19 MINUTES 06 SECONDS WEST, A DISTANCE OF 55.85 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER; NORTH 81 DEGREES 40 MINUTES 24 SECONDS WEST, A DISTANCE OF 49.20 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER; NORTH 78 DEGREES 47 MINUTES 06 SECONDS WEST, A DISTANCE OF 54.21 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER; NORTH 70 DEGREES 36 MINUTES 02 SECONDS WEST, A DISTANCE OF 72.26 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT; WESTERLY, ALONG SAID NON -TANGENT CURVE TO THE RIGHT WHICH HAS A CHORD THAT BEARS SOUTH 83 DEGREES 30 MINUTES 45 SECONDS WEST FOR 58.46 FEET, A CENTRAL ANGLE OF 58 DEGREES 18 MINUTES 45 SECONDS AND A RADIUS OF 60.00 FEET, FOR AN ARC DISTANCE OF 61.06 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR THE BEGINNING OF A REVERSE CURVE TO THE LEFT; WESTERLY, ALONG SAID REVERSE CURVE TO THE LEFT WHICH HAS A CHORD THAT BEARS NORTrI 77 DEGREES 51 MINUTES 04 SECONDS WEST FOR 32.86 FEET, A CENTRAL ANGLE OF 21 DEGREES 02 MINUTES 22 SECONDS AND A RADIUS OF 90.00 FEET, FOR AN ARC DISTANCE OF 33.05 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR THE END OF SAID CURVE; NORTH 88 DEGREES 22 MINUTES 15 SECONDS WEST, A DISTANCE OF 320.12 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR THE BEGINNING OF A TANGENT CURVE TO THE RIGHT; WESTERLY, ALONG SAID TANGENT CURVE TO THE RIGHT WHICH HAS A CHORD THAT BEARS NORTH 79 DEGREES 07 MINUTES 23 SECONDS WEST FOR �88.39 FEET, A CENTRAL ANGLE OF 18 DEGREES 29 MINUTES 44 SECONDS AND A RADIUS OF 275.00 FEET, FOR AN ARC DISTANCE OF 88.77 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED PETITT-RPLS 4087 FOUND FOR THE SOUTHWEST CORNER OF SAID TRACT ONE ON THE EAST RIGHT-OF-WAY OF SAID ARTESIA BOULEVARD AND THE EAST LINE OF SAID ARTESIA PHASE 1B; THENCE ALONG BOTH THE EAST RIGHT-OF-WAY OF ARTESIA BOULEVARD AND THE EAST LINE OF SAID ARTESIA PHASE 18, THE FOLLOWING COURSES AND DISTANCES: NORTH 23 DEGREES 00 MINUTES 27 SECONDS EAST, A DISTANCE OF 860.79 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR THE BEGINNING OF A TANGENT CURVE TO THE LEFT; NORTHEASTERLY, ALONG SAID TANGENT CURVE TO THE LEFT WHICH HAS A CHORD THAT BEARS NORTH 22 DEGREES 32 MINUTES 03 SECONDS EAST FOR 27.10 FEET, A CENTRAL ANGLE OF 00 DEGREES 56 MINUTES 49 SECONDS AND A RADIUS OF 1,640.00 FEET, FOR AN ARC DISTANCE OF 27.10 FEET TO THE POINT OF BEGINNING AND CONTAINING 639,905 SQUARE FEET, OR 14.690 ACRES OF LAND, MORE OR LESS. NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT, LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD, A TEXAS LIMITED PARTNERSHIP, ACTING HEREIN BY AND THROUGH ITS DULY AUTHORIZED OFFICER, DOES HEREBY ADOPT THIS PLAT DESIGNATING THE HEREINABOVE DESCRIBED PROPERTY AS ARTESIA PHASE 4B, AN ADDITION TO DENTON COUNTY, TEXAS, AND DOES HEREBY DEDICATE TO DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10 (THE DISTRICT), IN FEE SIMPLE, THE STREETS AND PUBLIC USE AREAS SHOWN HEREON, AND DOES HEREBY DEDICATE THE EASEMENTS SHOWN HEREON FOR THE PURPOSES INDICATED TO THE EXCLUSIVE USE FOREVER OF DISTRICT 10, SAID DEDICATIONS BEING FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES EXCEPT AS SHOWN HEREIN. NO BUILDINGS, FENCES, TREES, SHRUBS OR OTHER IMPROVEMENTS SHALL BE CONSTRUCTED OR PLACED UPON, OVER OR ACROSS THE EASEMENTS ON SAID PLAT. AT THE DISCRETION OF THE DISTRICT AND SUBJECT TO IT'S WRITTEN APPROVAL, UTILITY EASEMENTS MAY ALSO BE USED FOR THE MUTUAL USE AND ACCOMMODATION OF ALL PUBLIC UTILITIES DESIRING TO USE THE SAME UNLESS THE EASEMENT LIMITS THE USE TO A PARTICULAR UTILITY OR UTILITIES, SAID USE BY PUBLIC UTILITIES BEING SUBORDINATE TO THE DISTRICT USE THEREOF. ANY PUBLIC UTILITY GIVEN THE RIGHT BY THE DISTRICT TO USE SAID EASEMENTS SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR PART OF ANY BUILDINGS, FENCES, TREES, SHRUBS OR OTHER IMPROVEMENTS OR GROWTHS WHICH IN ANY WAY ENDANGER OR INTERFERE WITH THE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF ITS RESPECTIVE SYSTEM ON ANY OF THESE EASEMENTS. ANY PUBLIC UTILITY SHALL AT ALL TIMES HAVE THE RIGHT OF INGRESS AND EGRESS TO AND FROM AND UPON ANY SAID EASEMENTS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING, PATROLLING, MAINTAINING AND ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEM WITHOUT THE NECESSITY AT ANY TIME PROCURING THE PERMISSION OF ANYONE. I DO HEREBY BIND MYSELF, MY SUCCESSORS AND ASSIGNS TO FOREVER WARRANT AND DEFEND ALL AND SINGULAR THE ABOVE DESCRIBED STREETS, EASEMENTS AND RIGHTS UNTO THE DISTRICT AGAINST EVERY PERSON WHOMSOEVER COMES LAWFULLY CLAIMING OR TO CLAIM THE SAME OR ANY PART THEREOF. THIS PROPERTY IS LOCATED WITHIN THE EXTRATERRITORIAL JURISDICTION OF THE TOWN OF PROSPER. THIS PLAT APPROVED SUBJECT TO ALL THE PLATTING ORDINANCES, RULES AND REGULATIONS OF DENTON COUNT(, TEXAS. WITNESS MY HAND THIS DAY OF _ _, 2012. LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD. A TEXAS LIMITED PARTNERSHIP LENNAR TEXAS HOLDING COMPANY, A TEXAS CORPORATION, ITS GENERAL PARTNER M JACK DAWSON. VICE PRESIDENT OF LENNAR HOMES 01- I ExAS LANU ANU UVNJ I KUU I IVN, t_ I U. STATE OF TEXAS I § COUNTY OF DALLAS § BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED JACK DAWSON, VICE PRESIDENT OF LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD., KNOWN TO ME TO BE THE PERSON AND OFFICER WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE T ACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS DAY OF 2012. 6\1 -Q4 pRY PU9 NOTARY PUBLIC IN AND FOR THE STATE OF-TE; MY COMMISSION EXPIRES:_A m LAURA L. SALGADQ " My Commission Expires January 18, 2013 SlgTE OF,SEXF4j SURVEYOR'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS: THAT I, BRIAN R. WADE., A REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT THIS PLAT WAS PREPARED AND THE FIELD NOTES MADE A PART HEREOF FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND AND THAT THE CORNER MONUMENTS SHOWN HEREON WERE FOUND OR PROPERLY PLACED UNDER MY PERSONAL SUPERVISION IN ACCORDANCE WITH THE SUBDIVISION REGULATIONS OF THE TOWN OF LITTLE ELM, TEXAS. DATED THIS THE DAY OF _ 2012• OF BRIA E REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6098 "°"`°°'°"'°"R. ` WADE °`"° B6 STATE OF TEXAS § COUNTY OF DALLAS § BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED BRIAN R. WADE, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS DAY OF2012• ®rrr .aG�SO4aA NOT �Y PUBLIC IN AND FOR THE STATE OF TEXAS. °``� gn Notary Pubi'sc, State of Texas My Common Egxppiyre� p°APg''f id6 t�yi°a'6 €Yams Mlaer 0 20 i 5 CSsfp+€diA4F5 MY COMMISSION EXPIRES: ENGINEER'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS: 1, ARTURO BARRAZA, 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 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. DATED THIS THE DAY OF WC&N, 2012. ENGINEER NO. 65632 OF Tj18#� **� • ARTURO BARRAZA �'.. 65632w�� REVIEWED AND APPROVED ON 2012 _ Sod DENTON COUNTY FRESH WATER SU1, STATE OF TEXAS § ' • ' ° • ' .� ' ft I • • COUNTY OF DALLAS § * * t %V11 REVIEWED AND PP VED ON BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED ARTURO BARRAZA, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE M = FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN THE CAPACITY THEREIN STATED. COUNTY JUDGE, DENTON � i S DISTRICT NO 10:� z , 20I2 �. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS DAY OF 2012. FINAL PLAT NOT/`Y PUBLIC IN AND FOR THE STATE OF TEXAS. .PJESSICA LEE ARTESIA PHASE 4B Notary Public, State of Texas BNf•o `� My Commission Expires D�rn�r o�, 2t 14.690 ACRES a - Z'c CS - MY COMMISSION EXPIRES: _ t e° 79 RESIDENTIAL LOTS COMPANYUTILITY PP ,. ELECTRIC & GAS COMPANY: CO ERV D TE TELEPHONE COMPANY: 1 i es- AT&T - DATE 2 NON-RESIDENTIAL LOTS SITUATED IN THE LOUISA NETHERLY SURVEY, ABSTRACT NO. 962 DENTON COUNTY FRESH WATER DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10 SUPPLY DISTRICT NO. 10 DENTON COUNTY, TEXAS CONTACT: CLAY E. CRAWFORD 19 BRIAR HOLLOW LANE, SUITE 245 PETITT BARR.AZA� - RECORDING BLOCK HOUSTON, TEXAS 77027 1 PHONE (713) 621-3707 rio ENGINEERING PLANNING SURVEYING OWNER: LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTDa a A TEXAS LIMITED PARTNERSHIP 300 Municipal Drive Tel. No. (214) 221-9955 rr , CONTACT: JACK DAWSON, VICE PRESIDENT Richardson, Texas 75080 Fax No. (214) 340-3550 3 ' r 'F111.1 LENNAR HOMES OF TEXAS L & C, LTD. DATE: JULY 20, 2011 SCALE: 1 "=100' 1707 MARKET PLACE SLVD, SUITE 250 ; m JOB NO. 11033-4A = 3 t ?l•Ila;,;:€I- IRVING, TEXAS 75063 SHEET 2 OF -2 is m a Q