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SB0034ALij LOT Ld LOT F O 'x12' V)DEWALK & IBILITY ESMT. Cv YP.} 12' STREET 12' N / 12'x12' SIDEWALK & VISIBILITY ESMT. LOT (TYR ) LOT I L LOT , R.O.W. LOT LOT 5 5' 0 R.O. W. LOT LOT 5 5' i R.O.W. LOT LOT 10' i� R.O.W. wto'"NSIMMUSIMT Vim, • , MOTES: 1. WATER SERVICE TO BE PROVIDED BY DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10. 2. UTILITY PROVIDERS: f i p Q C ' d_O U10- mN AIL L, �'� dz if p y CIRF f TVG TEXAS 1, LLC 1 DOC. NO. 2012-59927 R.P.R.D.C.T. r D Lu a o 0) pQ d 00 z Q CIRF V-3I° � Q�2 z O O O Iw jr Lli � r LLI V) >� Q � rz X U ICL -� W ~ zU < LLJM zLO m D) �z I I -1 I I I APPROXIMAI SURVEY LINi _ PERDIDO CREED TRAIL `n CALLED 50' RO' ARTESI�i PHAS 5A RE LAT 20'P I I 19R 18 7 DOC. 6 1_ NO. 2015-81 P DCT 1 4 i 3, R l I �6'11 i 53 3 S88 "E � } CIRF N 9*52'2 '°E I 424.51 I CIRF , 65.77� i 5 .43 53.00 53.00' alp 53.00' 53.00' 5300' 47.08 1. 53.00' w :12 13 1G�9 7`10 3; M Q- 20BL Q- Q 8.4 Q rri 2'BL tz ' 53. 5'U300_33.4 -5-Q.100_5G r ' i I'nN88`47'29"E N+ 1 34.89'" 5'UE J I 20'BL I_ 115.44' u�4� L 3� \ _37.58' S1.92' _ „ 51.91� INS' 10 `� C' -S89'52'26"W- 382.35'cs -_ �} to � ���`1p ��,L u 173.29' 209.06 V ( ,� I N �19 g4©Q� C17 -- -,-r -,- - 8 50.00 57.00 59.65 54.65 54 E' ? - l 1 1 Q, ` S 3 I28 69' _2a BL- i 14: 0 j §i 2a'BL ' r_ Cr � I o in O�`�� 16"WE Q ct� N of J o - c514��1�� Q- m 0a V)W i4 55 ^�' 12 �1 ia13 _ a .- , z10a 9 w 6' Q4.73` Q 5 UE� i ,- o C5E rry i 5'WME Qi (}' 50.00'Z 57.00 V) rn L53.48 � 4� 5 ?` N89'4 54"E �' 59:65 54.65' 54 SNOW 0 1 CIRF , �. ' CIR 111.73" o cn 64.24' 50,00' 50 589'S3 Q1 W 224.7fl iQ 1 m �� CP w L44 ( TA 16' WATER ESMT 0 IION89'52'26" E °' 0' '9h 812 ¢ INST. NO. 2016-86830 1 1 _ 1 z RPRDCT 6 112.77'� a o to 17 uut rn j 35.39'vi 20'BL _ wI- `N88'44'12"l 436 , 32.63' 50. S_0 i 111.20' AQUA ��tkl. , A i � G �'' �'7 � si 55 N89.52'26"E 1 i rn G18 18.77' �I N 16' SANITARY SEWER ESMT Z fp" f 19 N 20 21 ` o� INST. NO. 2016-86829 RPRDCT r za,57' _ 131.73' 87.20' z 50.0a'1 51 am CIRF < S89'55'45*W 340.56' W ��y�F'4 � � 16' WATER ESM'T CALLED 5.293 ACRES INST. NO. 2016-86831 t LINE 5 HOLDINGS, L.P. RPRDCT 1 DOC. N0. 2009-459 R.P.R.D.C.T. Ir >C'4 z- rc�n �Cr- > Ln � ci (1) ELECTRIC SERVICE: COSERV D z w 7701 SOUTH STEMMONS < z a CORINTH, TEXAS 75065 0 PHONE: 1-800-274-4014 < z Z (2) TELEPHONE SERVICE: AT&T (n EL u�i <2301 RIDGEVIEW DRIVE Q a o z PLANO, TEXAS 75025 PHONE: (972) 569-3084 3. SANITARY SEWER TO BE HANDLED BY FACILITIES APPROVED BY DENTON COUNTY ENVIRONMENTAL HEALTH. 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. DENTON COUNTY SHALL NOT BE RESPONSIBLE FOR MAINTENANCE OF PRIVATE STREETS, DRIVES, EMERGENCY ACCESS EASEMENTS, RECREATION AREAS AND OPEN SPACES; AND THE OWNERS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF PRIVATE STREETS, DRIVES, EMERGENCY ACCESS EASEMENTS, RECREATION AREAS AND OPEN SPACES, AND SAID OWNERS AGREE TO INDEMNIFY AND HOLD HARMLESS DENTON COUNTY FROM ALL CLAIMS, DAMAGES AND LOSSES ARISING OUT OF OR RESULTING FROM PERFORMANCE OF THE OBLIGATIONS OF SAID OWNERS SET FORTH iN THIS PARAGRAPH. 13. ALL UTILITIES AND DRAINAGE STRUCTURES ARE LOCATED IN THE RIGHT-OF-WAY EXCEPT AS SHOWN OTHERWISE. 14. 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. 15. SUBJECT PROPERTY LIES WITHIN ZONE X (UN --SHADED AREA), DEFINED AS "AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN , ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AREA FLOOD INSURANCE RATE MAP FOR DENTON COUNTY, TEXAS AND INCORPORATED AREAS - MAP NUMBER 48121 CO430G, REVISION DATE APRIL 18, 2011. 16. ALL PERIMETER BOUNDARY CORNERS ARE 5/8-INCH IRON RODS WITH CAPS MARKED "PETITT RPLS 4087" FOUND, UNLESS NOTED OTHERWISE. WHEN A RETAINING WALL OR SCREENING FENCE HAS BEEN PLACED AT THE REAR LOT CORNER, A 5/8 INCH IRON ROD MAY BE SET 5 FEET (5') FROM THE REAR LOT CORNER ALONG THE SIDE LOT LINE. 17. LOT NUMBERS ENDING WITH AN "X" ARE NON-RESIDENTIAL LOTS. 18. ALL WALLS CONSTRUCTED WITHIN DEPICTED WALL MAINTENANCE EASEMENTS SHALL BE MAINTAINED BY THE HOME OWNERS ASSOCIATION. 19. THIS PROPERTY IS LOCATED WITHIN THE TOWN OF PROSPER'S ETJ. 20. THE BEARINGS SHOWN AND RECITED HEREON ARE REFERENCED TO THE MONUMENTED NORTH LINE OF A 60'RIGHT--OF-WAY DEDICATION TO THE STATE OF TEXAS FOR FISHTRAP ROAD ACCORDING TO AMENDING PLAT FOR ARTESIA PHASE 1A. RECORDED IN DOCUMENT NO. 2010-66, PLAT RECORDS OF DENTON COUNTY, TEXAS (N89'52'26 E). ,\'1'UE iv 'o .?o$5 UE.� - to W z 4` 48 T 92.89' z T 60' R.O.W. DEDICATION BY PLAT DOC, NO. 2010-66 PRDCT) TWO-J PARTNERS, LLLP DOC. NO. 2008-50523 R.P.R.D.C.T. LINE TABLE LINE BEARING DISTANCE LINE BEARING DISTANCE L1 S87'17'46"E 37.64' L31 S75'17'13"E 35.86' L2 S85`46'27"E 54.31' L32 S01 `12'32"E 41.82' L3 S84`15'09"E 54.31' L33 S00'07'34"E 15.00' L4 S82°43'51 "E 54.31' L34 S88`36'48"E 78,28' L5 S81 `12'33"E 54.31' L35 S85'58'30"E 57.18' L6 S79°41'14"E 54.31' L36 N89`52'26"E 106.03' L7 S78°40'01 "E 17.52' L33 S00°07'34"E 15.00' L8 S66°59'33"E 27.28' L34 S67`05'04"E 60.00' L9 N23'00'27"E 55.73' L35 S33'41'00"E 60.00' L10 S66'59'33"E 50.00' L36 S65°58'46"E 60.00' L11 N23°00'27"E 37.10' L37 S33°41'00"E 60.00' L12 S66°59'33"E 20.23' L38 N44'15'05"E 60.00' L13 S21 °59'33"E 28.28' L39 N76'3735"E 60.00' L14 N01 °13'23"W 57.16' L40 S88°27'37"E 70.98' L15 S01°12'32"E MOO' L41 S88436'48"E 78,28' L16 N88`47'29"E 50.00' L42 S85`58'30"E 71.39' L17 N01 °12'32"W 26.59' L43 N89°52'26"E 210.95' L18 S01`02'08"W 50,00' L44 S89°5226W 184.06' L19 S71 `56'04"E 75.25' L20 S85'58' 30"E 28, 59' L21 N89°5226"E 20.28' L22 S89°36'47"E 31.79' L23 S88°14'59"E 52.67' L24 S86°32'58"E 52,67' L25 S84°50'57"E 52.67' L26 S83'08'57"E 52.67' L27 S81 °26'56"E 52.67' L28 S80`18'50"E 76.67' L29 S89'56'09` 28.13' L30 N20°11'01 "E 51.47' TEXAS STATE PLANE COORDINATES NORTH CENTRAL ZONE 4202 (GRID) N 7134356.16 E 2470868.90 CURVEA!ri i i •! �n•� ,! ii� .. ii '� i • • •i : • iii ii • • : ' •• • • i ♦ ♦ i - s. ♦! ±►�, if ill ' • • i : i D!" iii • i. . i • i : •iii i *; W i 6 " �C • • s i • i i i i i s •s # •i i DENTON ! DISTRICT! ! •-• - BRIAR HOLLOW • ! a77027 PHONE OWNER: LENNAR HOMES OF TEXAS, LAND AND CONSTRUCTION, LTD A TEXAS UMfIED PARTNERSHIP CONTACT: STEWART PARKER, DIVISION PRESIDENT LENNAR HOMES OF TEXAS L & C. LTD. 1707 MARKET PLACE BLVD, SUITE 250 IRVING, TEXAS 75063 Lviatt IIVIX IVIFir NOT TO SCALE WE WATER EASEMENT UE UTILITY EASEMENT DE DRAINAGE EASEMENT WME WALL MAINTENANCE EASEMENT BL BUILDING SETBACK LINE CIRS 5/8--INCH IRON ROD W/CAP MARKED "PETITT-RPLS 4087" SET CiRF 5/8--INCH IRON ROD W/CAP MARKED "PETITT-RPLS 4087" FOUND DENOTES STREET NAME CHANGE R.O.W. RIGHT-OF-WAY P.O.C. POINT OF COMMENCING P.O.B. POINT OF BEGINNING 60'R 50-FOOT RADIUS DESIGNATES SUBDIVISION BLOCK PRDCT PLAT RECORDS, DENTON COUNTY, TEXAS RPRDCT REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS 100 0 50 100 20 >► 1 inch •• feet 50' DR. DOC. NO. 2005-8932 RPRDCT (PORTIONS AREA TO BE ABANDONED PLAT)ROAD ESM'T - D• • !RPRDCT (PORMONS LYING WITHIN PLATTED AREA TO BE ABANDONED 50'x50' DRAINAGE & UTILITY ESM'T (TRACT ONE) - INST. NO. 2005-8934 RPRDCT (TO BE ABANDONED BY THIS PLAT) 15' TEMPORARY ELECTRIC LINE (COSERV) ESMT DOC. NO. 2012-31382 RPRDCT (PORTIONS LYING WITHIN PLATTED AREA TO BE RELEASED BY SEPARATE INSTRUMENT) w I-0 FINAL PLAT ARTESIA r P-HASE 19.456 AGES 108 RESIDENTIAL LOTS SITUATED IN THE LOUISA NETHERLY SURVEY, :ABSTRACT NO. 962 DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10 DENTON COUNTY, TEXAS Il 0. ENGINEERING PLANNING SURVEYING TBPE FIRM REGISTRATION NO. 1488 TBPLS FiRM REGESTRATION NO. 101068 1651 N. Glenville Dr. Ste. 208 Tel. No. (214) 221-9955 Richordson, Texas 75081 Fox No. (214) 340-3550 DATE: JULY 2016 SCALE: 1 "=100' JNICHOLSOPETITfBARRAZA.COM JOB NO. 11033-5B 1 OWNER'S CERTIFICATION ARTESIA PHASE SB - LOT AREAS TMEREAS,• • HOMES OF + it AND CONSTRUCTION,i • Texas Limi- t Partnership, owner of • Dentoncertain tract of land situated in the Louisa Netherly Survey, Abstract No. 962, in recorded in Document No. 2014-101712, Real Property Records, Denton County, Texas (RPRDCT), being part of said deed recorded in Document No. 2014-101712, RPRDCT, and being part of a called 227.80 acre tract of land described in deed to Sealed Bid DFW, L.P., recorded in Volume 5246, Page 1851, RPRDCT, as corrected by deed recorded in Volume. 5344, Page • • w s i • being • - particularly described as follows: BEGINNING at a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" found at the intersection of the westerly right-of-way linof • Boulevard (variable width R.O.W.),• • the north right-of-woyof • •••d (called si Southfoot R.O.W. dedication), said rights -of -way dedicated according to Amending Plat of Artesia Phase 1A, an addition to Denton County, Texas recorded in Instrument No. 2010-66, of the Plot Records of Denton County, Texas (PRDCT); THENCE •9 • West, with said north right-of-wayof •• r•s• f distance of • • •9 feet to •. • iron rod with cap marked "PE11TT-RPLS 4087" found for corner, said iron rod being the southeast corner of that certain tract of land described in deed to Line 5 Holdings, L.P. recorded in Document No. 2009-459, RPRDCT; North THENCE • • said north right-of-wayof • • Road, f • with the most• east I said Line 5 Holdings, L.P. tract, a distance of 299.85 feet to a 5/8-Inch iron rod with cap marked "PETITT-RPLS 4087" found fcomer; THENCE South 89'55'45" West, with a north line of the Line 5 Holdings, L.P. tract, a distance of 340.56 feet to a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" found for corner; THENCE North 01'15'48" West, with an east line of said Line 5 Holdings, L.P. tract, a distance of 269.90 feet to a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" found for corner; THENCE South 89'53'01" West, with a north line of the Line 5 Holdings, L.P. tract, a distance of 224.70 feet to a 5/8--inch iron rod with cap marked "PETITT-RPLS 4087" found for corner, said iron rod being located on an easterly line of the remainder of that certain tract of land described as Tract V in deed to Corona Artesia, LLC recorded in Document No. 2008--34098, RPRDCT; THENCE North 01'14'06" West, with said easterly line of the Corona Artesia LLC tract, a distance of 364.10 feet to a 5/8--inch iron rod with cap marked "PETITT-RPLS 4087" found for corner; THENCE leaving the easterly line of the Corona Artesia LLC tract, and with the westerly line of said Lennor Homes of Texas Land and Construction, LTD. tract recorded in Document No. 2014--101712, RPRDCT, the following bearings and distances to 5/8--inch iron rods with cap marked "PETITT-RPLS 4087" found for corner; North 03`59'14" East, a distance of 109.75 feet; And North 01'1323" West, a distance of 57.16 feet, said iron rod being the most westerly southwest corner of Artesia Phase 5A, an addition to Denton County, Texas, according to Replat recorded in Document Number 2016-81, PRDCT; THENCE with the southerly line of said Artesia 'Phase 5A, the following bearings and distances to 5/8-inch iron rods with caps marked "PETITT-RPLS 4087" found for corner; North 88"47'29" East, a distance of 110.15 feet; South 01.1232" East, a distance of 20.00 feet; North 88'47'29" East, a distance of 50.00 feet; . North 01'12'32" West, a distance of 26.59 feet; North 89'52'26" East, a distance of 424.51 feet; And South 88'56'11" East, a distance of 65.77 feet; THENCE South 02'2738" West, passing at a distance of 35.00 feet a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" found, said iron rod being a northwest corner of Artesia Phase 4A, an addition to Denton County, Texas, recorded in Document Number 2012-74 PRDCT, continuing with the westerly line of said Artesia Phase 4A, in all, a total distance of 110.00 feet to a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" found at the beginning of a non -tangent curve to the left; THENCE continuing with the westerly line of Artesia Phase 4A, and with said curve which has a central angle of 00`4632", a chord that bears North 88'34'36" West, a distance of 29.84 feet, a radius of 2205.00 feet, and an arc length of 29.84 feet to the end of said curve, a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" found for corner; THENCE South 01'02'08" West, continuing with the westerly line of Artesia Phase 4A, a distance of 50.00 feet to a 5/8--inch iron rod with cap marked "PETITT-RPLS 4087" found for corner at the beginning of a non --tangent curve to the right; THENCE continuing with the westerly line of Artesia Phase 4A, and with said curve which has a central angle of 01 `22'30", a chord that bears South 88'16'38" East, a distance of 51.71 feet, a radius of 2155.00 feet, and an arc length of 51.71 feet to the end of said curve, a 5/8--inch iron rod with cap marked "PETITT--RPLS 4087" found for corner; THENCE South 02'2437" West, continuing with the westerly line of Artesia Phase 4A, a distance of 110.15 feet to a 5/8--inch iron rod with cap marked "PETITi'--RPLS 4087" found for corner at the southernmost southwest comer of said Artesia Phase 4A; THENCE with the southern line of said Artesia Phase 4A, the following bearings and distances to 5/8-inch iron rods with caps marked "PETITT-RPLS 4087" found for comer: South 87*17'46" East, a distance of 37.64 feet; South 85'4627" East, a distance of 54.31 feet; South 84*15'09" East, a distance of 54.31 feet; South 82'43'51" East, a distance of 54.31 feet; South 81 *12'33" East, a distance of 54.31 feet; South 79*41'14" East, a distance of 54.31 feet; South 78'40'01" East, a distance of 17.52 feet; South 75*17'13" East, a distance of 35.86 feet; South 66'5933" East, a distance of 27.28 feet; North 23`00'27" East, a distance of 55.73 feet; South 66`59'33" East, a distance of 50.00 feet; And North 23'00'27" East, a distance of 37.10 feet, said iron rod being the beginning of a non --tangent curve to the right; THENCE continuing with the southern line of said Artesia Phase 4A, and with said curve which has a central angle of 00'55'28", a chord that bears South 56"19'18" East, a distance of 4.20 feet, a radius of 260.00 feet, and an arc length of 4.20 feet to the end of said curve, a 5/8-inch iron rod with cap marked "PE11TT-RPLS 4087" found at the beginning of a tangent reverse curve to the left; THENCE continuing with said southerly line and with said reverse curve which has a central angle of 11'0759", a chord that bears South 61'25'33" East, a distance of 65.96 feet, a radius of 340.00 feet, and an arc length of 66.06 feet to the end of said curve, a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" found for corner; THENCE South 66'59'33" East, continuing with said southerly line, a distance of 20.23 feet to a 5/8--inch iron rod with cap marked "PETITT-•RPLS 4087" found for corner; THENCE South 21'59'33" East, continuing with said southerly line, a distance of 28.28 feet to a 5/8-inch iron rod with cap marked "PETITT--RPLS 4087" found for corner located on the westerly right -of --way line of said Artesia Boulevard; THENCE South 23`00'27" West, with said westerly right -of --way line of Artesia Boulevard, a distance of 296.54 feet to a 5/8--inch iron rod with cap marked "PETITT--RPLS 4087" found for corner at the beginning of a tangent curve to the left; THENCE continuing with said westerly right--of--way line and with said curve which has a central angle of 07'21'04", a chord that bears South 19'1955" West, a distance of 71.54 feet, a radius of 558.00 feet, and an arc length of 71.59 feet to the end of said curve, a 5/8-inch iron rod with cap marked "PETITT--RPLS 4087" found for corner; THENCE continuing with said westerly right--of-way line, the following bearings and distances to 5/8-inch iron rods with caps marked "PETITT-RPLS 4087" found for comer: South 19`09'08" West, a distance of 71.88 feet; South 12°4551" West, a distance of 99.99 feet; South 02'2836" West, a distance of 110.11 feet; And South 00'07'34" East, a distance of 160.00 feet to the POINT OF BEGINNING and containing an area of 19.456 acres of land. n BLOCK LOT # SQ FT 53 10 6446 11 5830 12 5830 13 5830 14 5830 15 5830 16 5830 17 5697 18 6435 54 8 5610 9 5582 10 5500 11 5500 12 5500 13 5500 14 5500 15 5500 16 5500 17 6356 18 7209 19 5711 20 5711 21 5711 22 5711 23 5711 24 5711 25 5748 26 5799 27 5804 28 5807 29 5807 30 5807 31 5807 32 5807 33 7537 55 3 5507 4 5570 5 5591 6 5532 7 5502 8 5514 9 5661 10 6912 11 11706 BLOCK LOT # SQ FT 55 12 8193 13 6462 14 5511 15 6275 16 5613 17 5773 18 11618 19 11123 20 7942 21 5520 22 5522 23 5543 24 5842 25 5738 26 S7na 27 5894 28 6294 29 6294 30 9037 31 7578 32 5$90 33 5846 34 5725 35 5720 36 5720 37 5720 38 S. 39 8986 40 6261 41 5350 42 5350 43 5350 44 5761 45 6478 46 7643 47 9928 48 10967 49 5493 50 5500 51 5500 52 5500 53 5500 54 5500 55 6270 56 1 7825 2 6204 THAT, LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD, A TEXAS UMITED PARTNERSHIP, ACTING HEREIN BY AND THROUGH ITS DULY AUTHORIZED OFFICER, DOES HEREBY ADOPT THIS PLAT DESIGNATING THE HEREINABOVE DESCRIBED PROPERTY PHASE 5B, AN ADD111ON TO DENTON i ' • DOES HEREBYDEDICATE ! DENTON UPON,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 OVER OR ACROSS EASEMENTS ON SAID PLAT. AT DISCRETION OF DISTRICT It SUBJECT TO 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 U11LITY OR UTILITIES, SAID USE BY PUBLIC UTILITIES BEING SUBORDINATETO THE DISTRICTUSE THEREOF. ! ANY PUBLIC RIGHT BUILDINGS,DISTRICT TO USE SAID EASEMENTS SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR PART OF ANY TREES, SHRUBS i ! • ! • IMPROVEMENTS OR GROWTHS ! ANY y ENDANGER • OR INTERFERE R• CONSTRUCTION, MAINTENANCE, ! • EFFICIENCY OF ITS RESPECTIVE ON ANY OF ANY PUBLIC UTILITY SHALL AT ALL TIMES HAVE THE RIGHT OF INGRESS AND EGRESS TO AND FROM AND UPON SAID EASEMENTS FOR w PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING, PATROLLING, MAINTAINING AND ADDING TO OR REMOVING ALL OR PART OF RESPECTIVE SYSTEM WITHOUT AT PROCURING sis THE PERMISSION OF ANYONE. • i HEREBY BIND MYSELF, MY SUCCESSORS AND ASSIGNS TO FOREVER WARRANT AND DEFEND ALL AND SINGULAR THE ABOVE DESCRIBED STREETS, EASEMENTS ♦ ! RIGHTS ! THE DISTRICT AGAINST EVERY PERSON • ! WHOMSOEVER COMES CLAIMING OR TO CLAIM THE SAME OR ANY PART THEREOF. ! PROPERTY •i• • LOCATED y EXTRATERRITORIAL JURISDICTION ! OF TOWN OF PROSPER. r! r r PLAT APPROVED SU •r•! s TO ALL PLATTING ORDINANCES, RULES AND REGULATIONS OF DENTON ! 1.1 WITNESS MY ' OF 1. i _ENN•• HOMES OF LAND AND CONSTRUCTION,i ♦TEXASLIMITEDPARTNERSHIP STEWART PARKER, -DIVISION PRESIDENT STATE OF TEXAS § COUNTY OF DALLAS § a ! • • w • i / ! � r y • w w • ; ' y • a r GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS _ 1 DAY OF __., 2016. N i .r • !' OF MY COMMISSION E• ' I, W] SURVEYOR'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS: SOLAURA LYNN SAL NOTARY ID# 12516911-9 A4y Commission Expires January 18, 2017 a ! ♦ • * • r ! • ' ' i • i ' ! • ' i" i ! • i ! ! •• •rir • ! � • r i y r • • i'i• i i :� ia Xe 10 ' 1! FATED DAY OF ! • JIMMIE D. NICHOLS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5184 STATE OF TEXAS § COUNTY OF DALLAS GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS ..Z2- \ DAY OF 2016. �lillMo,� JESSICA LEE faotary Public, Srofe a f texos NOTAR UBLIC IN AND FOR THE STATE OF TEXAS. "`'i'' co`Y"n Exp�ces 12 05.2014 "`f �k��� t4otory ID 124763924 MY COMMISSION EXPIRES: 17 ` 015',�v1 � ELECTRIC & GAS COMPANY: tat_ a COSERV V DATE TELEPHONE COMPANY: AT&T DATE BLOCK I LOT # SQ FT 56 3 6205 4 6205 5 6205 6 6205 7 6148 8 6012 9 6011 10 6562 11 6589 12 5500 13 5500 14 5568 15 5608 16 5608 17 5608 18 5608 19 5608 20 7071 Irk S• f •R COitATY FRESH WATER SUPPLY DISTRICT NO. 10 D APPROVE COUNTY!COUNTY� TEXAS FINAL PLAN' ARTESIA PHASE 19.456 ACRES 108 RESIDENTIAL LOTS SITUATED IN THE LOUISA NETHERLY SURVEY, ABSTRACT NO. 962 DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10 DENTON COUNTY FRESH WATER SUPPLY DENTON COUNTY, TEXAS DISTRICT NO. 10 CONTACT: CLAY E. CRAWFORD - Filed for Record 19 BRIAR HOLLOW LANE, SUITE 2�45 HOUSTON, TEXAS 77027 �9 *�i l� u �c i- E i i AR A- Denton in theofficial i1: PHONE {713} 621-3707 ENGINEERING PLANNING SURVEYING On: 91712016 11:10:09 AEI In the PLAT Records FIRM REGISTRATION NO. 1488 ARTESIA PHASE 5B OWNER LENNAR HOMES OF TEXAS,TBPE LAND AND CONSTRUCTION, LTD TBPLS FIRM REGESTRATiON NO. 101 068 Doc Number: 2016-2127 A TEXAS LIMITED PARTNERSHIP 'STEWART 1651 N. Glenville Dr. Ste. 208 Tel. No. (214) 221-9955 Number of Pages: 2 Amount: 100.00 CONTACT. PARKER, DIVISION PRESIDENT 3.ENNAR HOMES OF TEXAS L & C, LTD. Richardson, Texas 75081 Fox No. (214) 340-3550 Order#: 1707 MARKET PLACE BLVD, SUITE 250 DATE: JULY 2016 By: TO IRVING, TEXAS 75063 JNICHOLS@PETI TBARRAZA.COM JOB NO. 11033-58