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SB0010ALC L;8 IIVfN MAr NOT TO SCALE D.E. DRAINAGE'. EASEMENT U.E. UTILITY EASEMENT BL BUILDING SETBACK LINE 5/8"IRF 5/8-INCH IRON ROD W/CAP MARKED "PETITT--RPLS 4087" FOUND 1 j2"IRF 1/2-INCH IRON ROD WITH CAP MARKED I "1994" FOUND "X" CUT FND "X" CUT FOUND IN CONCRETE R.U.W. RIGHT -OF --WAY P.O.B. POINT OF BEGINNING 60'R 60-FOOT RADIUS 0 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 w LOT Ld LOT j'x12' DEWALK & SIBILITY ESMT. YP.) 12' 12' NALK & ILITY ESMT. LOT LOT LINE TABLE LINE BEARING LENGTH L1 N87°27'06"E 4.05 L2 S89"07'15"E 45.81 L3 S89`29'21"E 42.02 L4 N88°35'11 "E 41.64 L5 N87'47'18"E 38.91 L6 N84°42'03"E 38.87 L7 N81°06'45"E 38.83 L8 N79`33'42"E 38.73 L9 N79°32'36"E 38.70 L10 N78`00'20"E 38.76 L11 N72`15'06"E 116.42 L12 N63°50'35"E 77.71 L13 N61'27'53"E 38.86 L14 N59'04'21 "E 38.89 L15 N58°45'47"E 44.69 L16 N56°37'54"E 40.02 L17 N60°31'17"E 50.94 L181 N68°29'03"E 56.00 L19 N76°49'32"E 56.00 L20 N85°10'59"E 56.22 L21 S89'07'59"E 41.80 L22 S88'53'22"E 45.41 L23 N79`48'03"E 50.99 L24 S88°53'22"E 120.00 L25 S01 °06'38"W 385.37 L26 S69°26'11 "W 91.22 L271 S39°52'26"W 6 3.1 0 L28 S57°25'48"W 99.38 L29 S54°1828"W 55.25 L30 N89°25'49"W 56.74 L31 S80°54''28"W 46.12 L32 S68'35'37"W 46.12 L33 S57°04'10"W 47.94 L34 S56°37'24"W 54.84 L35 S59'23'32"W 54.84 L36 S62'09'40"W 54.84 L37 S64°55'48"W 54.84 L38 S67°41'55"W 54.84 L39 S70°28'03"W 54.84 L40 S73° 14' 11 "W 54.84 L41 S76°00'19"W 54.84 L42 S78°46'27"W 54.84 L43 S81'32'34"W 54.84 IRF 8g 20'Bcan 6.111' -- -- 8 20 u {'✓. RF ~' 68. 59. 7' S2. s .JI IRF C4 s IRF u P 8Q 3 IRF 33.54' S2. -r S` p. ,y ��U.E. 52.70' 76 3� 20'BL- in 19.16' �, w (0 35 34 3 0 32 - 1 _ 30 I N to-29 3 _a 3 1u 0 c� o� �cr? < h 0.46' 52 . A �fIRF L5IRF RF' FIR IRF k Q U L5 L52 IR I _. " Z. u r ^ •r rr LINE TABLE LINE BEARING LENGTH L44 S84°18'42"W 54.84 L45 S87°04'50"W 54.84 L46 S89°50'58"W 54.84 L47 N87°42'25"W 52,19 L48 N89'12'10"W 56.24 L49 S88°07'04"W 50.00 L50 S85°34'02"W 58.00 L51I S84°56'03"W 620.56 L52 S85°51'26"W 26.26 L53 S87'24'34"W 8.74 L54 S89°3658"W 55.02 L55 N85°55'47"W 63.89 L56 N81'07'58"W 64.16 L57 N75°20'37"W 72.92 L58 N23°00'27"E 18.18 L59 N 1.8°26' 48"E 50.00 L60 N23°00'27"E 110.12 L61 S74°07'01 "E 51.12 L62 S84°05'15"E 75.74 L63 N86°5758"E 38.09 L64 N84°56'29"E 646.84 L65 N86'19'57"E 49.82 L66 N87°27'06"E 45,95 L67 S88°53'22"E 66.57 L68 N00`3334"E 27.21 L69 S56°30'48"W 55.25 L70 S59'16'49"W 55.26 L71 S62°22'01 "W 55.27 L72 S64'59'15"W 55.26 L73 S67°43'45"W 55.26 L74 S70°28'15"W 55.26 L75 S73"12'46"W 55.26 L761 S75°57'16"W 55.26 L77 S78°45'02"W 55.26 L78 S81 °23'00"W 55.26 L79 S84°10'46"W 55.26 L80 S87°19'22"W 57.11 L81 N89`35'01"W 53.38 L82 N88°38'21 "W 55.25 L83 N86°02'00"W 101.05 L84 S88°49'56"W 1.34 L851 N01 °35'52"E 160.34 L861 N01'52'56"W 110.03 300-FOOT OPEN SPACE VOL 5398, PG. 3401 R.P.R.D.C.T. AFFECTED BY AMENDMENT NO. 1 -_ TO THE COVENANTS, CONDITIONS, AND -RESTRICTIONS DOC. NO. 2012-3759 i R.P.R.D.C.T. A50' DRAINAGE & EASEMENT I DOC. NO. 2005-8935, R.P.R.D.C.T. A 16' UTILITY EASEMENT, TRACT 3 DOC. NO. 2005-8937, R.P.R.D.C.T. 50' GRADING & DRAINAGE ESMT., TRACT 8 DOC. NO. 2005-8932, R.P.R.D.C.T.. CURVE TABLE NO, CHORD DIRECTION CHORD DELTA RADIUS LENGTH C1 N20°02'44"E 100.77 5°55'27" 975.00 100.81 C2 S70°21'12"E 21.99 2°24'00" 525.00 21.99 C3 N70'28'02"W 18.01 2'10'20" 475.00 18.01 C4 S83'18'35"E 203.75 23°30'45" 500.00 205.18 C5 N88°59'21 "E 179.61 8°06'36" 1270.00 179.76 C6 N73°41'47"E 662.60 38*41'43" 1000.00 675.36 C7 N72'43'47"E 220.73 36°4543" 350.00 224.57 C8 N00°39'41"W 41,55 2'26'30" 975.00 41.55 C9 S09°39'18"W 50.33 60*26'15" 50.00 52.74 C10 N89°26'36"W 37.25 2°04'56" 1025.00 37.25 C11 S12°55'32"E 12.13 28°0421" 25.00 12,25 C12 N47°4325"E 105.13 122'21'18" 60.00 128.13 C 13 N87°46'33"W 14.35 33'21'13" 25.00 14.55 C14 N86°19'38"W 72.42 4°09'01" 1000.00 72.43 C15 N74°10'56"E 9.84 43°07'54" 1020.00 767.84 C16 S66'48'21"W b12.56 28°22'44" 250.00 123.83 C17 N41 °03'11 "E 6 A. 79°53'04" 1 50.00 69.71 CALLED 124.888 ACRES CORONA ARTESIA, LLC TRACT IV DOCUMENT NUMBER 2008-34098 ,R.P.R.D.C.T. P.O.B. TEXAS STATE PLANE COORDINATES NORTH CENTRAL ZONE 4202 (GRID) NOTES: 1. WATER SERVICE TO BE PROVIDED BY DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10. 2. UTILITY PROVIDERS: (1) ELECTRIC AND GAS SERVICE: CO ERV 7ER01 SOUTH STEMMONS PHONE: 1-800-274-4014 (2) TELEPHONE SERVICE: CORINTH, TEXAS 75065 AT&T 2301 RIDGEVIEW DRIVE PLANO, TEXAS 75025 PHONE: (972) 569-3084 3. 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 TWO YEARS OF THE 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-WAY. 11. NO CONSTRUCTION WITHOUT WRITTEN APPROVAL FROM DENTON COUNTY SHALL BE ALLOWED WITHIN AN IDENTIFIED "FIRM" FLOODPLAIN 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 -`NAY 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. THE SUBJECT TRACT IS SITUATED WITHIN ZONE 'X' (UNSHADED) ON THE FEMA FLOOD INSURANCE RATE MAPS, MAP NO. 48121CO430G, DATED APRIL 18, 2011. ZONE 'X' (UNSHADED) IS DEFINED THEREON AS "AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN." 15. ALL LOT CORNERS ARE 5/8-INCH IRON ROD WITH CAP MARKED "PETI1T-RPLS 4087" SET OR AN "X" CUT SET IN CONCRETE, UNLESS OTHERWISE NOTED. WHEN A RETAINING WALL HAS BEEN PLACED AT THE REAR LOT CORNER, A 5/8-INCH IRON ROD WILL BE SET FIVE FEET (5') FROM THE REAR LOT CORNER ALONG THE SIDE LOT LINE. 16. LOT NUMBERS ENDING WITH AN "X" ARE PRIVATE COMMON AREAS AND WILL BE DEDICATED TO THE H.O.A. LOT j LOT ' Im 40'x70' PAD 40'x76 PAD 20 8L Trn VU.E. (1'1'P) -► CALLED 105.734 ACRES WELLS FARGO BANK, NATIONAL ASSOCIATION TRACT V DOC. NO. 2010-128798 R.P.R.D.C.T. " Nz- L 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' ..._;.._...�e.. ;�'� te0.a'- `� - ', �` ` 4RS TIO i BM#3 -- 'X' CUT AT THE CENTERLINE INTERSEC 0 ca ,+y CREEK BOULEVARD AND TEXOMA TRAIL. e> ,,,,,.+ .-* CS; tS> ti: tp. r<j y lk� t o �6. 'r- �8 �G 4 4 .VO -'' ,p30 co � � � �0 ELEVATION - a87.52 s OD 14.Q8' o2� - IR o cn �co 01 27. g.8o IRS �21 2� -cIRS�'t"n q c,YiP z - S,4o 46'�N~ Ni PLAT ' IRS z ,IRF 3149.80 RS _ IRS 555.22.82' IRS _-ARY'"ESIA 1# IRS tIT5 IRS LdU _ _RS IRS UNSN REMAINDER OF A^ ___. 114 RESIDENTIAL LOTSZONE --CALLED- 220.-500 -ACRES . ZONE A SUNCREST PROPERTIES, L.P. I H.O.A. LOT -800DOCUMENT NUMBER 2004 __.. . R.P.R.D.C.T. SITUATED IN THE 16' DRAINAGE EASEMENT- �"" -_ LOUISA NETHERLY SURVEY, ABSTRACT NO. 962 (BY SEPARATE. INS RUMENT) - _ _ 3El�iT(?N CC?UI TY FRESH WATER SUPPLY DISTRICT NO. 10 DENTON -COUI��"iY_ _ FRESH WATER , r , SUPPLY aiSTRICT NO. -10- _..4 ._ DENTON COUNTY, TEXAS e 1 CONTACT: CLAY E. CRAWFORD "1 19 BRIAR HOLLOW LANE, SUITE 245' 6 . F f HOUSTON, TEXAS 77027 i p(`✓ PHONE (ER1) 621- 707 _I , sx,.. ,.�, 4 w >. _ _u . �^ rt tq 1;, 1"..*' W}`^ 'z ' f t`wlc. i`if�fia i9 21M3 `v.ks ":i"�A�" { 4 1 C OWNER: LENNAR HOMES OF TEXAS O (a LAND AND CONSTRUCTION, LTD "' A TEXAS LIMITED PARTNERSHIP � Tel. No. (214) 221-9955 r ''�� =x Is / 300 Mutsicipol Driva! ,,-f rr Y 1 t { '( Richardson, Texas 75080 I Fox No. (214) 340-3550 CONTACT: CHRiS GREEN�DAVID AUGMNBAUGH t _ F` n �,S A3 LENNAR HOMES OF TEXAS L & C, LTD, DATE: JANUARY 2013._ SCALE: 1 "-100' � _. _ _... _.. _ ... JOB 1 10 4C -- 17a7 MARKET PLACE BLVD, SUITE 250 _ ._ . _._ _.�. _ _. _ _ _. N0. 3 „u. IRVING; TEXAS-75063 Luf` z SHEET 1 OF 2 c.i CL a STATE OF TEXAS § COUNTY OF DENTON WHEREAS LENN AR HOMES OF TEXAS LAND AND CONSTRUCTION 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, RECORDED AS DOCUMENT NO. 2011-64759, REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND ON THE NORTH LINE OF SAID 35.335 ACRE TRACT FOR THE SOUTHEAST CORNER OF ARTESIA PHASE 1C, AN ADDITION TO DENTON COUNTY ACCORDING TO THE PLAT THEREOF RECORDED IN CABINET X, PAGE 177, PLAT RECORDS, DENTON COUNTY, TEXAS AND THE MOST SOUTHERLY SOUTHWEST CORNER OF A CALLED 124.888 ACRE TRACT OF LAND DESCRIBED AS TRACT IV IN A DEED TO CORONA ARTESIA, LLC, RECORDED AS DOCUMENT NO. 2008-34098 OF SAID REAL PROPERTY RECORDS; THENCE ALONG THE COMMON LINE BETWEEN SAID 124.888 ACRE TRACT AND SAID 35.335 ACRE TRACT, THE FOLLOWING COURSES AND DISTANCES: NORTH 87 DEGREES 27 MINUTES 06 SECONDS EAST, A DISTANCE OF 4.05 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER; SOUTH 89 DEGREES 07 MINUTES 15 SECONDS EAST, A DISTANCE OF 45.81 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER; SOUTH 89 DEGREES 29 MINUTES 21 SECONDS EAST, A DISTANCE OF 42.02 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" FOUND FOR CORNER; NORTH 88 DEGREES 35 MINUTES 11 SECONDS EAST, A DISTANCE OF 41.64 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" FOUND FOR CORNER; NORTH 87 DEGREES 47 MINUTES 18 SECONDS EAST, A DISTANCE OF 38.91 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" FOUND FOR CORNER; NORTH 84 DEGREES 42 MINUTES 03 SECONDS EAST, A DISTANCE OF 38.87 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" FOUND FOR CORNER; NORTH 81 DEGREES 06 MINUTES 45 SECONDS EAST, A DISTANCE OF 38.83 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" FOUND FOR CORNER; NORTH 79 DEGREES 33 MINUTES 42 SECONDS EAST, A DISTANCE OF 38.73 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" FOUND FOR CORNER; NORTH 79 DEGREES 32 MINUTES 36 SECONDS EAST, A DISTANCE OF 38.70 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER; NORTH 78 DEGREES 00 MINUTES 20 SECONDS EAST, A DISTANCE OF 38.76 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" FOUND FOR CORNER; NORTH 72 DEGREES 15 MINUTES 06 SECONDS EAST, A DISTANCE OF 116.42 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" FOUND FOR CORNER; NORTH 63 DEGREES 50 MINUTES 35 SECONDS EAST, A DISTANCE OF 77.71 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER; NORTH 61 DEGREES 27 MINUTES 53 SECONDS EAST, A DISTANCE OF 38.86 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER; NORTH 59 DEGREES 04 MINUTES 21 SECONDS EAST, A DISTANCE OF 38.89 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER; NORTH 58 DEGREES 45 MINUTES 47 SECONDS EAST, A DISTANCE OF 44.69 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" FOUND FOR CORNER; NORTH 56 DEGREES 37 MINUTES 54 SECONDS EAST, A DISTANCE OF 40.02 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER; NORTH 60 DEGREES 31 MINUTES 17 SECONDS EAST, A DISTANCE OF 50.94 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PE11TT-RPLS 4087" FOUND FOR CORNER; NORTH 68 DEGREES 29 MINUTES 03 SECONDS EAST, A DISTANCE OF 56.00 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" FOUND FOR CORNER; NORTH 76 DEGREES 49 MINUTES 32 SECONDS EAST, A DISTANCE OF 56.00 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER; NORTH 85 DEGREES 10 MINUTES 59 SECONDS EAST, A DISTANCE OF 56.22 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" FOUND FOR CORNER; SOUTH 89 DEGREES 07 MINUTES 59 SECONDS EAST, A DISTANCE OF 41.80 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" FOUND FOR CORNER; SOUTH 88 DEGREES 53 MINUTES 22 SECONDS EAST, A DISTANCE OF 45.41 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER; NORTH 79 DEGREES 48 MINUTES 03 SECONDS EAST, A DISTANCE OF 50.99 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" FOUND FOR CORNER; SOUTH 88 DEGREES 53 MINUTES 22 SECONDS EAST, A DISTANCE OF 120.00 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" FOUND FOR THE SOUTHEAST CORNER OF SAID 124.888 ACRE TRACT AND THE NORTHEAST CORNER OF SAID 35.335 ACRE TRACT; THENCE SOUTH 01 DEGREE 06 MINUTES 38 SECONDS WEST, ALONG THE EAST LINE OF SAID 35.335 ACRE TRACT, A DISTANCE OF 385.37 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" SET FOR CORNER; THENCE OVER AND ACROSS SAID 35.335 ACRE TRACT, THE FOLLOWING COURSES AND DISTANCES: SOUTH 69 DEGREES 26 MINUTES 11 SECONDS WEST, A DISTANCE OF 91.22 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET FOR CORNER AND THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT; SOUTHWESTERLY, ALONG SAID NON -TANGENT CURVE TO THE RIGHT WHICH HAS A CHORD THAT BEARS SOUTH 09 DEGREES 39 MINUTES 18 SECONDS WEST FOR 50.33 FEET, A CENTRAL ANGLE OF 60 DEGREES 26 MINUTES 15 SECONDS AND A RADIUS OF 50.00 FEET, FOR AN ARC DISTANCE OF 52.74 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" SET FOR THE END OF SAID CURVE; SOUTH 39 DEGREE 52 MINUTES 26 SECONDS WEST, A DISTANCE OF 63.10 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET FOR CORNER; SOUTH 57 DEGREE 25 MINUTES 48 SECONDS WEST, A DISTANCE OF 99.38 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" SET FOR CORNER; SOUTH 54 DEGREE 18 MINUTES 28 SECONDS WEST, A DISTANCE OF 55.25 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET FOR CORNER; SOUTH 56 DEGREE 30 MINUTES 48 SECONDS WEST, A DISTANCE OF 55.25 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" SET FOR CORNER; SOUTH 59 DEGREE 16 MINUTES 49 SECONDS WEST, A DISTANCE OF 55.26 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" SET FOR CORNER; SOUTH 62 DEGREE 22 MINUTES 01 SECONDS WEST, A DISTANCE OF 55.27 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" SET FOR CORNER; SOUTH 64 DEGREE 59 MINUTES 15 SECONDS WEST, A DISTANCE OF 55.26 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" SET FOR CORNER; SOUTH 67 DEGREE 43 MINUTES 45 SECONDS WEST, A DISTANCE OF 55.26 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" SET FOR CORNER; SOUTH 70 DEGREE 28 MINUTES 15 SECONDS WEST, A DISTANCE OF 55.26 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET FOR CORNER; SOUTH 73 DEGREE 12 MINUTES 46 SECONDS WEST, A DISTANCE OF 55.26 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" SET FOR CORNER; SOUTH 75 DEGREE 57 MINUTES 16 SECONDS WEST, A DISTANCE OF 55.26 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" SET FOR CORNER; SOUTH 78 DEGREE 45 MINUTES 02 SECONDS WEST, A DISTANCE OF 55.26 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" SET FOR CORNER; SOUTH 81 DEGREE 23 MINUTES 00 SECONDS WEST, A DISTANCE OF 55.26 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" SET FOR CORNER; SOUTH 84 DEGREE 10 MINUTES 46 SECONDS WEST, A DISTANCE OF 55.26 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET FOR CORNER; SOUTH 87 DEGREE 19 MINUTES 22 SECONDS WEST, A DISTANCE OF 57.11 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" SET FOR CORNER; NORTH 89 DEGREE 35 MINUTES 01 SECONDS WEST, A DISTANCE OF 53.38 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET FOR CORNER; NORTH 88 DEGREES 38 MINUTES 21 SECONDS WEST, A DISTANCE OF 55.25 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `-PETITT-RPLS 4087" SET FOR CORNER; NORTH 86 DEGREE 02 MINUTES 00 SECONDS WEST, A DISTANCE OF 101.05 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `-PETITT-RPLS 4087" SET FOR CORNER; SOUTH 88 DEGREES 49 MINUTES 56 SECONDS WEST, A DISTANCE OF 1.34 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" FOUND FOR AN EXTERIOR CORNER OF ARTESIA PHASE 4B, AN ADDITION TO DENTON COUNTY ACCORDING TO THE PLAT THEREOF RECORDED AS DOCUMENT NO. 2012-80 OF SAID PLAT RECORDS; THENCE ALONG A NORTH LINE OF SAID PHASE 4B ADDITION, THE FOLLOWING COURSES AND DISTANCES: NORTH 01 DEGREES 35 MINUTES 52 SECONDS EAST, A DISTANCE OF 160,34 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER AND THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT; NORTHWESTERLY, ALONG SAID NON -TANGENT CURVE TO THE LEFT WHICH HAS A CHORD THAT BEARS NORTH 89 DEGREES 26 MINUTES 36 SECONDS WEST 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" FOUND FOR THE END OF SAID CURVE; NORTH 01 DEGREE 52 MINUTES 56 SECONDS WEST, A DISTANCE OF 110.03 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" SET FOR CORNER; SOUTH 88 DEGREES 07 MINUTES 04 SECONDS WEST, A DISTANCE OF 50.00 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `-PETITT-RPLS 4087" FOUND FOR CORNER; SOUTH 85 DEGREES 34 MINUTES 02 SECONDS WEST, A DISTANCE OF 58.00 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" FOUND FOR CORNER; SOUTH 84 DEGREES 56 MINUTES 03 SECONDS WEST, A DISTANCE OF 620.56 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER; SOUTH 85 DEGREES 51 MINUTES 26 SECONDS WEST, A DISTANCE OF 26.26 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `-PETITT-RPLS 4087" FOUND FOR CORNER; SOUTH 87 DEGREES 24 MINUTES 34 SECONDS WEST, A DISTANCE OF 8.74 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" FOUND FOR CORNER; SOUTH 89 DEGREES 36 MINUTES 58 SECONDS WEST, A DISTANCE OF 55.02 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `-PETITT-RPLS 4087" FOUND FOR CORNER; NORTH 85 DEGREES 55 MINUTES 47 SECONDS WEST, A DISTANCE OF 63.89 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" FOUND FOR CORNER; NORTH 81 DEGREES 07 MINUTES 58 SECONDS WEST, A DISTANCE OF 64.16 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER; NORTH 75 DEGREES 20 MINUTES 37 SECONDS WEST, A DISTANCE OF 72.92 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" FOUND FOR AN INTERIOR CORNER OF SAID ADDITION FOR THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT; ED THENCE ALONG AN EAST LINE OF SAID PHASE 4B ADDITION, THE FOLLOWING COURSES AND DISTANCES: NORTHEASTERLY, ALONG SAID NON -TANGENT CURVE TO THE RIGHT WHICH HAS A CHORD THAT BEARS NORTH 20 DEGREES 02 MINUTES 44 SECONDS EAST 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" FOUND FOR THE END OF SAID CURVE; NORTH 23 DEGREES 00 MINUTES 27 SECONDS EAST, A DISTANCE OF 18.18 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; SOUTHEASTERLY, ALONG SAID NON -TANGENT CURVE TO THE LEFT WHICH HAS A CHORD THAT BEARS SOUTH 70 DEGREES 21 MINUTES 12 SECONDS EAST 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" FOUND FOR THE END OF SAID CURVE; NORTH 18 DEGREES 26 MINUTES 48 SECONDS EAST, A DISTANCE OF 50.00 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; NORTHWESTERLY, ALONG SAID NON -TANGENT CURVE TO THE RIGHT WHICH HAS A CHORD THAT BEARS NORTH 70 DEGREES 28 MINUTES 02 SECONDS WEST 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" FOUND FOR THE END OF SAID CURVE; NORTH 23 DEGREES 00 MINUTES 27 SECONDS EAST, A DISTANCE OF 110.12 FEET TO A 1/2-INCH IRON ROD WITH CAP MARKED " f 994" FOUND ON THE SOUTH LINE OF SAID PHASE 1C ADDITION AND THE NORTH LINE OF SAID 35.335 ACRE TRACT; THENCE ALONG THE SOUTH LINE OF SAID PHASE 1C ADDITION AND THE NORTH LINE OF SAID 35.335 ACRE TRACT, THE FOLLOWING COURSES AND DISTANCES: SOUTH 74 DEGREES 07 MINUTES 01 SECOND EAST, A DISTANCE OF 51.12 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" FOUND FOR CORNER; SOUTH 84 DEGREES 05 MINUTES 15 SECONDS EAST, A DISTANCE OF 75.74 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER; NORTH 86 DEGREES 57 MINUTES 58 SECONDS EAST, A DISTANCE OF 38.09 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" FOUND FOR CORNER; NORTH 84 DEGREES 56 MINUTES 29 SECONDS EAST, A DISTANCE OF 646.84 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" FOUND FOR CORNER; NORTH 86 DEGREES 19 MINUTES 57 SECONDS EAST, A DISTANCE OF 49,82 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER; NORTH 87 DEGREES 27 MINUTES 06 SECONDS EAST, A DISTANCE OF 45.95 FEET TO THE POINT OF BEGINNING AND CONTAINING 899,276 SQUARE FEET, OR 20.645 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 4C, 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 COUNTY, TEXAS. 1. WI�ILp TNESS MY HAND THIS � DAY OF 2013. LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD, A TEXAS LIMITED PARTNERSHIP LENNAR TEXAS HOLDING COMPANY, A TEXAS CORPORATION, ITS GENERAL PARTNER e STEWART PARKER - DIVISION PRESIDENT OF LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD. 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 STEWART PARKER, DIVISION 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 'CAA"P�ACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS t' ` DAY OF 2013. 6 yp NOTA Y PUBLI IN AND FOR THE S TE OF TEXAS. - 7LAURA.NN SALGAoossion Expires y 18, 2017 MY COMMISSION EXPIRES: r �'�OF1* SURVEYOR'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS: THAT 1, ROBERT D. PETITC, JR., 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 2013. OF 04 WA ROBERT D. PETITT, JR._ , • ; •`� REGISTERED PROFF S1014AL LAND SURVEYOR NO. 4087 R{}B ...'!`.D...PETITT, •JR. 3 'o 4087 : slit - REVIEWED AN P 0 D 2013. �. ss1. 'Zi STATE OF TEXAS § �U COUNTY OF DALLAS § BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED ROBERT D. PETITT, JR., 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 OF_ 2013. NOTAR�' UBLIC I AN ND FOR THE STATE OF TEXAS 1 ,t YP�s�.,f JESSICA LEE TY FRESH WATER SUPPLY DISTRICT NO. 10 COUNTY JUDGE, COUNTY, TEXAS 2013. Notsry Public, Sof Texas ' My Commission on Expires FINAL 1� i MY COMMISSION EXPIRES: December 05, 2t±i UTILITY COMPANY y APPROVAL ELECTRIC & GAS COMPANY: - SERV f DATE TELEPHONE COMPANY. AT&T DATE 20.645 ACRES - 114 RESIDENTIAL LOTS 1 H.O.A. LOT 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 RECORDING BLOCK 19 BRIAR HOLLOW LANE, SUITE 245 _ _ . ;. . �. rmom HOUSTON, TEXAS 77027 , PHONE (713) 621-3707 ',� yw�`.�. � g„ ',��c�.a �*'�,.r^,.��v�s`?..'x �.'2'j,.v9,��^�5 � nc C'`i!` iLi s. _iiT'ds 6, OWNER: LENNAR HOMES OF TEXAS s fOu Nov ;, ,`?];02; s sJUr' LAND AND CONSTRUCTION, LTD Aw A TEXAS LIMITED PARTNERSHIP 300 Municipal Drive Tel. No. (214) 221-9955Plat Records CONTACT: STEWART PARKER - DIVISION PRESIDENT Richardson, Texas 75080 Fax No. (214) 340-3550 !A TESTA LENNAR HOMES OF TEXAS L & C, LTD. DATE: JANUARY 2013 SCALE: 1"=100' ,NQ , "a5*¢ ?;�_'Y 21 1707 MARKET PLACE BLVD, SUITE 250I{'' `Ty 4"'' IRVING, TEXAS 75063 JOB Na. 11033-4Cp,sviii_. x:4= RaceifA sunny s clr4 " 1m OWNER'S CERTIFICATE STATE OF COUNTY OF DENTON WHEREAS, LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD, A TEXAS LIMITED PARTNERSHIP, IS THE OWNER OF A T TRACT OF LAND SITUATED IN THE LOUISA NETHERLY SURVEY, ABSTRACT NO. 962, IN DENTON COUNTY, TEXAS, SAID TRACT y. ARTESIA LSIA PHASE 1 C f f J/ ,,,� .� r.L:.�.�.�.�.`�.-. �t� OFING DENTON COUNTY ALL OF LOT 2TEXAS.GK 32, ARTESIA PHASE 4Ca AS RECORDED IN DOCUMENT NUMBER 2013-315a PUBLIC RECORDS f CAB. X, PG. 177-1 78 J ..C.T. PR.D 1 l c�' 1 i i 2 l Q �� 'ARTESIA PRASE 1 G I NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: y4�± ° J &3. X, PG. 177-1718 1 THAT, LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD, A TEXAS LIMITED PARTNERSHIP, ACTING HEREIN BY AND is tZ` f j 22 P. R. D. C. T. i THROUGH ITS DULY AUTHORIZED OFFICER, DOES HEREBY ADOPT THIS PLAT DESIGNATING THE HEREINABOVE DESCRIBED t PROPERTY AS AMENDED PLAT OF LOT 22R, BLOCK 32, ARTESIA, PHASE 4C, AN ADDITION TO DENTON COUNTY, TEXAS, r / S74C tE, 2 24 AND DOES HEREBY DEDICATE TO DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10 (THE DISTRICT), IN FEE SIMPLE, / J 51� j 3 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 f / / r OF ALL LIENS AND ENCUMBRANCERP HRRRURINSS=HEES'SkPO R 84*05'15"E IMPROVEMENTS SHALL BE CONSTRUCTED AC UPON, OVER BUILDINGS, TAEMETSHRUBS IPLAT. THE �' C 43 DISCRETION OF THE DISTRICT AND SUBJECT TO IT'S WRITTEN APPROVAL, UTILITY EASEMENTS MAY ALSO BE USED FOR THE f 4 ; MUTUAL USE AND ACCOMMODATION OF ALL PUBLIC UTILITIES DESIRING TO USE THE SAME UNLESS THE EASEMENT LIMITS / J / I THE USE TO A PARTICULAR UTILITY OR UTILITIES, SAID USE BY PUBLIC U11LITIES BEING SUBORDINATE TO THE DISTRICT i � ( 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 f 2 f` 1 ` 5 f 8"CIRF (PLAT 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 O, /* 5f8 CIRF C 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 / O SYSTEM WITHOUT THE NECESSITY AT ANY TIME PROCURING THE PERMISSION OF ANYONE. I DO HEREBY BIND MYSELF, MY ARTESIA PHASE 46 / /c1j etj'' 3217 SUCCESSORS AND ASSIGNS TO FOREVER WARRANT AND DEFEND ALL AND SINGULAR THE ABOVE DESCRIBED STREETS, f /, {p EASEMENTS AND RIGHTS UNTO THE DISTRICT AGAINST EVERY PERSON DOC. NO. 2012-80 WHOMSOEVER COMES LAWFULLY CLAIMING OR TO CLAIM THE SAME OR ANY PART THEREOF. THIS PROPERTY IS LOCATED WITHIN THE EXTRATERRITORIAL JURISDICTION OF THE P. R. D. C. T. J .4` 22 R }— TOWN OF PROSPER. THIS PLAT APPROVED SUBJECT TO ALL THE PLATTING ORDINANCES, RULES AND REGULATIONS OF 21 ` 1 19 DENTON COUNTY, TEXAS. It 34 J J J �y 20 i WITNESS MY HAND THIS 22 DAY OF2pt—&O, 2014. / ARTESIA % HASE 4C / C1 LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD. 01 DOC. N0. 3-315 P.R. D.C.I. .C.T. _ A TEXAS LIMITED PARTNERSHIP / 45/8"CIRF `~5, 5/8"CIRF --- __---�- LENNAR TEXAS ERASCORPHOLDING COMPANY, 1 0 ! J �S"0" �- —(PLAT T r I _ — ITS GENERAL PARTNER ,.-- / 1 f ! lJ o f r rJ I w LOT w LOT 12'x12° tip SIDEWALK & \n ElILITY ESMT. t„ (TYP.) 12' 12' 2'- "')�e" NALK & 'I} TY ESMT. LOT LOT 12'x12' SIDEWALK & VISIBILITY ESMT. AT STREET INTERSECTION (TYP.) N.T.S. 47*��t �y MIS .L A n LI BY: STEWART PARKER — DIVISION P ESIDENT OF LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD. CB=N7429 40 - STATE of TEXAS § CH-=L34.f7' DOC. NO. 2013-315 COUNTY OF DALLAS § P.R.D.C.T. BEFORE ME, THE. UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY APPEARED STEWART PARKER, DIVISION PRESIDENT OF LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, _PERSONALLY 5U.E.7 — — LTD., KNOWN TO ME TO BE THE PERSON AND OFFICER WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND 20� 7RTESIA ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONSTHEREIN EXPRESSED AND -___— -- IN THE CAPACITY THEREIN STATED. _�--- PHASE 4 ____ r,, ,,,,A � .,, GIVEN UNDER MY HAND AND SEAL OF OFFICE, THI DAY O 2014. om U.E UTILITY EASEMENT S.W.E. SIDEWALK EASEMENT BL BUILDING LINE 5/8"IRF 5/8—INCH IRON ROD WITH CAP MARKED "PETITT—RPLS 4087" FOUND 1 /2"CIRF 1/2—INCH IRON ROD WITH CAP R.O.W. RIGHT—OF—WAY DENOTES STREET NAME CHANGE DESIGNATES SUBDIVISION BLOCK ELECTRIC & GAS COMPANY: fa I a ECOSERV PHONE MPANY: AT&T TEXAS, MY COMMISSION EXPIRES: 1,311TOn SURVEYOR'S CERTIFICATE -Plwy PUR' LALIRA LYNN SALGADO my Commission Expires aruary 18, 2017 4OWF 4 s THAT 1, JIMMIE D. NICHOLS., 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 DENTON COUNTY SUBDIVISION REGULATIONS. DATED THIS THE DAY OF i JIMMI D. NICHOLS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5184 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 JIMMIE D. NICHOLS, 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 OF 9216 �, 2014. ttgtdret� NOTAR t €� BLIC IN AND FOR THE STATE OF TEXAS. ` -,V1 Qt'-p JESSICA LEE -$: Notary Public. State of Texas �p¢. 'e^�q N, : My Commission Expires MY COMMISSION EXPIRES: L' ' tft4, 1t1`' VDecember�xV 18T , Vl c gi n DATE DATE FF BENCHMARKS: SQUAREiUTHEAST CORNER OF ON SOUTH SIDE OF WHITE ROCK BOULEVARD 71' EAST OF THE CENTERLINE OF BOULEVARD. ELEVATIONii 'X' CUT AT THE CENTERLINE INTERSECTION OF DRY CREEK BOULEVARD AND TEXOMA TRAIL. ELEVATION - 587.52' LL)UA11Ur*4r NOT TO SCALE NOTES: 1. WATER SERVICE TO BE PROVIDED BY DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10. 2. UTILITY PROVIDERS: ELECTRIC AND GAS SERVICE: COSERV 7701 SOUTH STEMMONS CORINTH, TEXAS 75065 PHONE: 1-800-274-4014 TELEPHONE SERVICE: AT&T 2301 RIDGEVIEW DRIVE PLANO, TEXAS 75025 PHONE: (972) 569-3084 3. 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 TWO YEARS OF THE 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-WAY. 11. NO CONSTRUCTION WITHOUT WRITTEN APPROVAL FROM DENTON COUNTY SHALL BE ALLOWED WITHIN AN IDENTIFIED "FIRM" FLOODPLAIN 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. THE SUBJECT TRACT IS SITUATED WITHIN "ZONE "X' (UNSHADED) ON THE FEMA FLOOD INSURANCE RATE MAPS, MAP NO. 48121CO430G, DATED APRIL 18, 2011. ZONE 'X' (UNSHADED) IS DEFINED THEREON AS "AREAS DETERMINED TO BE OUTSIDE TIME 0.2% ANNUAL CHANCE FLOODPL.AIN." 15. ALL LOT CORNERS ARE 5/8-INCH IRON ROD WITH CAP MARKED "PETTTT-RPLS 4087" SET OR AN "X" CUT SET IN CONCRETE, UNLESS OTHERWISE NOTED. WHEN A RETAINING WALL OR FENCING HAVE BEEN PLACED AT THE REAR LOT CORNER, A 5/8-INCH IRON ROD MAY BE SET FIVE FEET (5') FROM THE REAR LOT CORNER ALONG THE SIDE LOT LINE. 16. LOT NUMBERS ENDING WITH AN "X" ARE PRIVATE COMMON AREAS AND WILL BE DEDICATED TO THE H.O.A. 17. THE BEARINGS SHOWN ARE REFERENCED TO THE MONUMENTED WEST LINE OF LOT 22, BLOCK 32, OF ARTESIA PHASE 4C, RECORDED 1N DOCUMENT NO. 2013-315, PLAT RECORDS OF DENTON COUNTY, TEXAS (N23*00'27-E). REVIE D' /40 R VE`D ON 2014. DENTON CCiUNTY FRESH WATER SUPPLY DISTRICT REVIE APPROVED ON 4. COUNTY JUDGE, D V I ON COUNTY, TEXAS BLOCK 32 AA ,L. fib. NOTE: THE PURPOSE OF THIS AMENDED PLAT IS TO EEI � AN ADJUST THE LOT 22, BLOCK 32, DESIGNATION TO LOT 22R, BLOCK 32. AMENDED PLAT OF LOT 22, BLOCK 3 ARTESIA PHASE 4C 1 LOT --- 0.104 ACRES SITUATED IN THE 7LOUISA NETHERLY SURVEY, ABSTRACT NO. 00 DENTON COUNTY FRESH WATER DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10 SUPPLY DISTRICT NO. 10 DENTON COUNTY, T7F)C 3.S CONTACT: CLAY E. CRAWFORD 19 BRIAR HOLLOW LANE, SUITE 243 HOUSTON, TEXAS 77027 PHONE (713) 621-3707 2 i OWNER LENNAR HOMES OF TEXAS M��y�`.-«,`�.�`�tis t i;.�..�.�`��t�4... <�:�, ".�',,.�Ya.-u� _ kw3 SttP �ir%5_,z st_. TBPE FILM REGISTRATION NO. 1488 LAND AND CONSTRUCTION, LTD r, TBPLS FIRM REGISTRATION NO. 101068 A TEXAS LIMITED PARTNERSHIP tf kft 1651 Glenville Drive, Sure 208 Tel. No. (214) 221-9955 CONTACT: CHRIS GREEN DAVID AUGHINBAUGH Fax No. 214 340--3550 ' Richardson, Texas 75081 ( ) r°tt��s.,u LENNAR HOMES OF TEXAS L & C, LTD. 1707 MARKET PLACE BLVD, SUITE 250 DATE: APRIL 2014 SCALE: 1 "-40' IRVING, TEXAS 75063 JOB NO. 11033-4C �' - sLsa"f _ 'p�,5.j Comm SHFF T_ -1_OF 1