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SB0019A4- 50' DRAINAGE ESM'T TRACT 1 --- DOC. NO. 2005-8932 RPRDCT --'�' `-ARTESIA COMMUNITY ASSOCIATIONLl / A--1 9*14!00" Q DOC. NO, 2014-7937 RPRDCT C R=1340.12' O DENTON COUNTY FRESH WATER R 18.54' ` ✓ ' L=449.$6' SUPPLY DISTRICT NO. 10 S6?1 V32"E " DRAINAGE AND FLOOD CONTROL 45 ARTESIA WEST FLOODPLAIN L=26.76 CB=S82'17 47 E EASEMENT CB=N79'39'"E zv 6.37' ^ � CH=447.75 r. DOC. NO, 2014-7721 RPRDCT CH=24.50 w d z01VE . Lu0 1 CORONA ART N TRACT < � D DOC. NO. 201 RPRD, 0 � w0 j SANITARY C i-- 0 DOC. NO. 2 A�=-02'56'25" l RPRDCT R=860.00' 0 5/8 - 9' 2- L=44.13'- GRF n 5.36' 60.E C6=N10"21'24"E CH=44.13' CRF rt us Qom. 1-=-13'02'0$" R=740.00' ss 30 L=168.36' CB=N05`18'33"E CH=168.00' rn D 4 101. 8' cq TVG TEXAS L.L.C. CIRF - E W DOC. NO. 2012-599273 rnr cy - 8'47' 9" M RPRDCT 5 t 110.0WWP0Co � LO 110.18' S88'47 29 W „ n 40 a' N52 3 32 32 8ts (D 2.62'c, CtRF "'1 p°BL 19.37. S88'47'29"W 5 j8„ CiR in 61.13 9.83 8' CIR N L. �- Ci-- _5 N0111'55"W N 29.89' 50.00' 5 f8" GRF --- 10'BL 18.42 N50'07'34"E 5/8" 61.13, 5.6 32.01' c�RF 1 5'U.E. r a OC) i ,47' » W J N r a 110.16' c 55 2 0 n cz > a 0 6 Cq Cl/RS �+pp r} 588�47'29" 0 or 0 N 110.15' �c�CLZM 0 t- i m0 00EL t N01"1232"1 ® ;-ors- ii �IL ry- 20.0( C90, CL 1 � V)0) o -- om a0 ON 0 d 00 >- 04. �00 4�� 0 ci 0 z 0 0 '' / 0 4 9Y? 2 3 Li_ uj d5oa0� C"I W.MEa D530 29 a 8528 8 ° 20-25P 20 427 23 . 0 0 z N ' 20Bo E= 50.00' 46�38' S0.O0' _11_ z 50g00' ..... - vwvr%v% m r. 11MIM A ^11 7 CONSTRUCl1UN, LIU. DOC. NO. 2014-101712 RPRDCT NOTES: 1. WATER SERVICE TO BE PROVIDED BY DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10. 2 UTILITY PROVIDERS: L1=63`24'48" R=219.20' / 15' WATERLINE ESM'T L=242.60' DOC. NO. 2009-108635 » /`� o RPRDCT CB=N55 46 43 E �-'� CONCRIM CH=230.41' I f 5/8" GRRF \ leo Cs f ` F" o"0 �, 9�' J rt j" � 'T % o M ARTESIA PHASE 1 A c> DOC. NO. 2010-66 PRDCT o l 23X I ��, p' 0' 8' TEXAS STATE PLANE COORDINATES ^' NORTH Na CENTRAL b 7 35,239.21E 2,4711Q8.1NE 4202 RID) 4 f f 28.28' - o (12 1 17" 54 N66'59'33"W 38.23 /Q. I 4 S 15 14 13 D _3'20'38" A-11"07'59" j R =340.00' R=260.00' L=19.84' L=50.52' " 5 CB=N5"7'31'53"W CB=N61 25 33 W -- CH=19.84' CH=50.44' 1,1ACONA DRIVE {1} ELECTRIC s£RVIG£: OSERV 77701 SOUTH STEMMONS CORINTH, TEXAS 75065 PHONE: 1- 800-274-4014 {2} TELEPHONE SERVICE: AT&T 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 SHOWNTHIS 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 PURPOSE 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 IMPROVEMENT'S 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 R FLOODIDGBY ME INDIVIDUAL PROPERTY OWNERS OF THE LOT OR LOTS 8. THE EXISTING CREEKS OR DRAINAGE CHANNELTRAVERSING S DRAINAGE ALONG ONG OR ACROSSACROSS THE ITNE LO .WILI REMAIN AS OPEN CHANNELS AND WILL BE THAT ARE TRAVERSED BY OR ADJACENT TO 9. CONSTRUCTION NOT COMPLETE WITHIN TWO YEARS OF THE COMMISSIONER'S COURT APPROVAL SHALL BE SUBJECT TO CURRENT COUNTY SUBDIVISION RUINSTAND REGTIONULATIPLACEMENT OF ANY DRIVEWAY ACCESS 10. A DRIVEWAY CULVERT PERMIT £TROAD AND BRIDGE DEPARTMENTS BY THE OWNER OF EACH LOT PRIOR TO THE CONSTRUCTION, OR IMPROVEMENTS WITHIN THE DEDICATED RIGHT-OF-WAY WITHOUT WRITTEN APPROVAL FROM DENTON COUNTY SHALL BE ALLOWED WITHIN AFE1QWIH IDENTIFIED , THAT NO FLOODING WILL RESULT,"FIRM" FLOODPLAIN AREA, AND THEN ONLY AFTER A THAT NO OBSTRUCTION TOTHENATURALFLOWOF WATER WILL 11. NO CONSTRUCTION INCLUDING ENGINEERING PLANS AND .STUDIES SHOW THAT NO RISE IN THE BASE FLOOD ELEVATION {B } 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 RESULT; AND MINIMUM OF TWO FEET ABOVE THE 100-YEAR FLOOD ELEVATION. RECREATION AREAS AND OPEN SPACES. AND THE OWNERS SHALL BE RESPONSIBLE FOR 12. DENTON COUNTY SHALL NOT BE RESPONSIBLE FOR MAINTENANCE OF PRIVATE STREETS, DRIVES, EMERGENCY ACCESS EASEMENTS, F PRIVATE STREETS, DRIVES, EMERGENCY ACCESS EASEMENTS, RECREATION AREAS AND OPEN SPACES, AND SAID OWNERS AGREE TO INDEMNIFY AND HOLD HARMLESS DENTON COUNTY FROM ALL THE MAINTENANCE O 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. ENTS AND RIGHTS -OF -WAY SHOWN HEREON ARE HEREBY DEDICATED BY THIS PLAT FOR THE EXCLUSIVE USE OF DENTON COUNTY FRESH WATER SUPPLY DISTRICT N0. 10 UNLESS OTHERWISE NOTED. 14. ALL UTILITY EASEM TY LIES WITHIN ZONE X {UN -SHADED AREA), DEFINED AS "AREAS DETERMINED RTO BE 48121OUTSIDE THE 0.27o ANNUAL CHANCE CC43OG> REVISION DATE APRIL 18, FLOODPLAIN OODPLAIN LINE SHOWN HEREON TES GRAPHICALLY PLOTTED ACCORDING MERGENCY MANAGEMENT AREA FLOOD 15. SUBJECT PROPER INSURANCE RATE MAP FOR DENTON COUNTY, TEXAS AND INCORPORATED AREAS w MAP NUMBS TO THIS MAP. UNDARY CORNERS ARE 5/8-INCH IRON RODS WITH CAPS MARKED "PETITT-RPLS REAR4087"OTHESET, SIQ£ LOT LINE. OTHERWISE. WHEN A RETAINING WALL OR SCREENING FENCE HAS ..BEEN PLACED 16. ALL PERIMETER Bb AT THE REAR LOT CORNER, A 5f8 INCH IRON ROD MAY BE SET 5 FEET {5 } FROM THE REAR LOT CORNER ALONG 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 CITY OF PROSPER'S ETJ, ort TWP r..ITY OF DENTON DOES NOT APPROVE PLATS FOR PROPERTY LOCATED IN THEIR DIVISION 2 ETJ BASED ON AN ICA WITH DENTON COUNTY REGARDING PLATTING IN THE ETJ. w LOT u LOT U) SIDEWALK & VISIBiLITY ESM C'I (TYP.) 12' STREET 12' lfx12'--�'� SIDEWALK & VISIBILITY ESMT. LOT (TYR) LOT 12'xl2' SIDEWALK &VISIBILITY ESMT. AT TR E1 INTERSECTION (1jYp.) N.T.S. NOTE: THE PORTION OF THE FOLLOWING EASEMENTS LOCATED ON SUBEJCT PROPERTY TO BE ABANDONED BY THIS PLAT: 13 ,� DRAINAGE ESM'T - DOC, NO. 2011-64871 RPRDCT FDRAINAGE ESM'T - DOC. NO. 2011-64871 RPRDCT T 50' DRAINAGE ESM'T - TRACT 1 L�J DOC. NO, 2005-8932 RPRDCT DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10 CONTACT: CLAY E. CRAWFORD 19 _BRIAR HOLLOW LANE, SUITE 245 HOUSTON, TEXAS 77027 PHONE (713) 621-3707 OWNER: LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD. A TEXAS LIMITED PARTNERSHIP CONTACT- STEPARKER, DIVISION PRESIDENT L td HOMES OF TEXAS L & C, LTD. 17D7 MARKET PLACE BLVD, SUITE 250 IRVING, TEXAS 75063 NOT T4 SCALE ' I' d lf SSE SANITARY SEWER EASEMENT U.E. UTILITY EASEMENT D.E. DRAINAGE EASEMENT W.M.E. WALL MAINTENANCE EASEMENT gL BUILDING SETBACK LINE 5/8(CIRF) 4087" SEN ROD W/CAP MARKED "PETITT- T (FOUND) RPLSC IRF IRON ROD FOUND 0 DENOTES STREET NAME CHANGE R.O.W. RIGHT--OF--WAY P.O.C. POINT OF COMMENCING P.O.B. POINT OF BEGINNING RP RADIUS POINT 0 DESIGNATES SUBDIVISION BLOCK RPRDCT REAL DENTONPROPERTY COUNTY,RiEXAS PRDCT PLAT DENTON COUNTY, TEXAS •! i 50 100 200 1 inch •• feet R.O.W. LOT LOT 5 5' 'o R.O.W. I, I nt 3 /,,. PA- C C-d LOT LOT 55 R.O.W. LOT LOT 10, R.O.W. N.T.S. FINAL PLAT AI`ESIA PHASE 5A 19.430 ACRES 98 RESIDENTIAL LOTS SITUATED IN THE LOUISA NET ERLY FRESH WATER SURVEY, ABSTRACT NO. 962 CO DENTON COUNTY SUPPLY DISTRICT NO. 10 DENTON COUNTY, TEXAS piled pop Record in the ofris_iai records nra Dent-a-z' CoUk9 rikPETiTT BA RAZ ..1 [1r,i�I;1 4 i li. E LTG . =+7.Y ]ENGINEERING PLANNING SURVEYING As ,a F3an �arrrs_'s w TBPE FIRM REGISTRATION NO. 1488 A TE9i � 5t TBPLS FIRM REGESTRATION NO. 101068 Dor Au-imbe ' 201 `" No pages` i 1651 N. Glenville Dr, Ste. 208 Tel. No. (214) 221-9955 A ns=,; 1*1�-iz'j�' Richardson, Texas 75081 Fax No. {214} 340-3550 R._--._ SCALE. _ t�t~ • : 1"=100' 1•a:�-.�. DATE: MAY 2015 = s JOB NO. 11033-5A Jane Kline n SHEET 1 OF S -,E 0 �7 T-L x A ESENT T-1-ERE 0RE, KNO'Vc I f- _'�_ - A�_ ME!' F` THIEH DRE� ') 7' D7N�7 7% C - i t 7, 17 �rl_ OWINCEF W�HIERFAS,, LEENNAP TEX"' ANE' AN�__ CON'S-I'RUCT10i", PARTNERS i, I -, 0- THIL_ CER\�/AH, TR4,­- ANE SITUATEErD ik THEE LOUIS- R N T COUN` FIROPERT" ECORDS, DE ER'" SURVEY ABSTRAC NC 962_ IN DENTON 'ORDIN,'- DE�-�'- RECORDE,7) '!\ DOCLJNIIEI� N!, R_A_ ION RECORDE'D 11,,' VOLUM- 241�_�,' PAG�, I L il DEE TEXAS (RPRDC7, SAI-in TRACT BEINg" PORTION 0- -L CAil-,- 22-7�8r A-P:: TR,�,__ 07 ;_AN[_ DESCRIBE'_�_, ;N -E, -E� SE-AIL-ED' BID DFV,, PA'3E AND BE!Nr,!' MOPE PARTICULAR�_� ;)I-- REr'ORD_,� li"', VO�_UiM­ 5 REAL PROPERTY REDCORDS, DEN11-ON ICIOUNT'�. TEXAS. (R P R D S CCOR R E"', I- E DESCRIBED AS FOLLOWS,: ic it -or. roo, Deinc iocatec a- the BEGINNINGG io�l c 55/8-incr iron roo witIr COD m amec RPIS 40F­ founc- sai- intersection o westeriv right-of-waY line o-' Artes­ i at r n- -,c Arnenainc Pic*,- o-F Artesic Phose ar Bouievarlt (1variabie widt-h., R.0.1,�'_. saic. rjah-cf-way dedic i ez acco, di -ion, tc. Dentor Count�. Texas recorclec In Instrument Nr_1 addit X_wov ',voriowe 2 01) 0, - 6 E P!ci, Recoras o' Dentor Count,�, T'SXaS (PRLD-CT anc tne, northerf,,, ri&'�-ci-wc,,, line c- Trcl� F the widt� R_11-13A'�,", 901,C riCh+-o, dedicatec cccordi-�: Ric, c- Artesic Phase a r- Oddii-ior tc Dento-, �_our-, Texc�, recorae�- instrumen N::. THIENCE Sout"�; 68 decrees 00 minute-2� seconds Wes�'. teoving tne weste-;,­ ric'n-i-of-wo-, line o' Artesic Bouievarc. anc wlhr, tn e nortneri� line of scic Artesic Phase 4t�-, distance o� 28.28 fee- zc c 5/8-incr iror ror: W;T- CQ-- MOrK=­-M un r�- - THENCEE North. 66 degrees 59 minutes 3_3 seconds Wes%., condinuing w1ir., the northero, line o-F sci�t Artesic Pnose 4�,, 38.2-feet- to c 5/6-indh iror, roc witM cc:: c distance o� 4� roc I D tanoen-- curve 1,c the ri&7: morket' 'P 7-r" - RPLS 408"' found fo- corner, saic �rol einc +he, beginninq ase 4 saic curve havinc c centrc� angle on T; dearees 0 minutes 59 seconds, a radius of 260.00 fee a cho-C THENCE continuing witrt the northeny line, of Artesic Ph and wrin rve, 5/8-incr� iror rod wi`­ which bears North 61 degrees 25 minutes 33 seconds Wes-,, c chart ats-tonce c4 50,4z- fee-. jor on arc distance of 50.52 feeT to the, end of saic cui c Car marked "PE777 - RPLS 408-7" found for corner. said iror rod beinic the beginning a o tangen-1 reverse curve to the iei T radius of 340.00 feez, a cho,c THENCIE continuing with the northeriv hne o, Artesia Phase 4A, anc wil.r solc curve novinc a centrai angle of 0131 degrees 20 minutes 38 seconds., a `8-inch bears North 57 degrees 311 minutes 53 seconds Wes-,,, a chord distance of 19.84 feet, for an ar- distance of 10�.84 feet- to the end of said cury e� a 5 iron rod wit�-, which cap marked "PE717 - RFIL'S 4087" found for corner; THENCE continuing with, the northeriv line of Artesic Phase 4�"_� the toilowin."'; bearinas and distancez-� tc iron roos wltir cari morkec RPI S 408� foun� for corner� North 213 degrees 00 minutes 27 seconds Eas-L, c dist nce 0- C 33 seconds Wes-_ a distance 0-F 5 0 0 t'), fes-_ North, 66 decrees 59 minutes, - 0 rn 11-1 u -,, e secon-aE t"c�_ c- 01sCq1­- C - - North 70 degrees 28 minutes 01 second West, a distance of 56.59 feet; North 73 deqrees, 09 minutes 38 seconds West, a distance of 18.14 feet; North 77 degrees 18 minutes 59 seconds West, a distance of 68.70 feet; North 79 degrees 52 minutes 00 seconds West, a distance of 62.99 feet; North 81 degrees 25 minutes 33 seconds West, a distance of 62.99 feet; North 82 degrees 59 minutes 06 seconds West, a distance of 62.99 feet; North 84 degrees 32 minutes 39 seconds West, a distance of 62.99 feet; North 86 degrees 07 minutes 21 seconds West, a distance of 64.53 feet; South 02 degrees 27 minutes 38 seconds West, a distance of 35.00 feet-, And North 87 degrees 32 minutes 22 seconds West, a distance of 50.00 feet; THENCE North 02 degrees 27 minutes 38 seconds East, leaving said north line and crossing over and across said Lennar Homes tract, a distance of 35.00 feet to a 5/8-inch iron rod with cap marked "PETITT - RPLS 4087" set for corner; THENCE North 88 degrees 56 minutes 11 seconds West, continuing to cross said Lennar Homes tract, a distance of 65.77 feet to a 5/8-inch iron rod with cap marked "PETITT- RPLS 4087" set for corner; THENCE South 89 degrees 52 minutes 26 seconds West, continuing to cross said Lennor Homes tract, a distance of 424.51 feet to a 5/8-inch iron rod with cap marked "PETITT -RPLS 4087" set for corner; THENCE South 01 degrees 12 minutes 32 seconds East, continuing to cross said Lennar Homes tract, a distance of 26.59 feet to a 5/8-Inch iron rod with cap marked "PETITT- RPLS 4087" set for corner; THENCE South 88 degrees 47 minutes 29 seconds West, continuing to cross said Lennor Homes tract, a distance of 50.00 feet to a 5/8-inch iron rod with cap marked "PETITT -RPLS 4087" set for corner; THENCE North 01 degrees 12 minutes 32 seconds West, continuing to cross said Lennor Homes tract, a distance of 20.00 feet to a 5/8-inch iron rod with cap marked "PETITT- RPLS 4087" set for corner; THENCE South 88 degrees 47 minutes 29 seconds West, continuing to cross said Lennor Homes tract, a distance of 110.15 feet to a 5/8-inch iron rod with cap marked 'PETITT -RPLS 4087" set for comer in the westerly line of said Lennor Homes tract-, THENCE with said westerly line of the Lennor Homes tract, the following bearings and distances to 5/8-inch iron rods with cap marked "PETITT - RPLS 4087"found for corner; North 01 degrees 13 minutes 23 seconds West, a distance of 97.84 feet; North 50 degrees 07 minutes 34 seconds East, a distance of 32.01 feet; North 01 degrees 11 minutes 55 seconds West, a distance of 50.00 feet; South 88 degrees 47 minutes 29 seconds West, a distance of 9.83 feet; And North 52 degrees 32 minutes 56 seconds West, a distance of 32.32 feet, said iron rod being located on the easterly line of a tract of land described as Tract V in a deed to Corona Artesia LLC described in Document Number 2008-34098, RPRDCT; THENCE North 01 degrees 14 minutes 06 seconds West, with said easterly line of the Corona Artesia LLC tract, a distance of 136.07 feet to a 5/8-inch iron rod with cap marked for "PETITT - RPLS 4087" found , corner, said iron rod being the beginning of a non -tangent curve to the right; THENCE continuing with the easterly line of the Corona Artesia LLC tract, and with said curve having a central angle of 13 degrees 02 minutes 08 seconds, a radius of 740.00 feet, a chord which bears North 05 degrees 18 minutes 33 seconds East, a chord distance of 168.00 feet, for an arc distance of 168.36 feet to the end of said curve, a 5/8-inch iron rod with cap marked "PETITT - RPLS 4087" found for corner, said iron rod being the beginning of a tangent reverse curve to the left; THENCE continuing with the easterly line of the Corona Artesia LLC tract, and with said curve hovinq a central angle of 02 degrees 56 minutes 25 seconds, a radius of 860.00 feet, a chord which bears North 10 degrees 21 minutes 24 seconds East, a chord distance of 44AS feet, for an arc distance of 44.13 feet to the end of said curve, a 5/8-inch iron rod with cap marked "PETITT - RPLS 4087" found for corner-, THENCE North 89 degrees 52 minutes 26 seconds East, with a north line of the Corona Artesia LLC tract, a distance of 311.27 feet to a 5/8-inch iron rod with cap marked "PETITT - RPLS 4087" found for corner; THENCE North 00 degrees 07 minutes 34 seconds West, with an easterly line of the Corona Artesia LLC tract, a distance of 106.73 feet to a 5/8-inch iron rod with cap marked "PETITT - RPLS 4087" found for corner, said iron rod being a southwest corner of that certain tract of land described in deed to Artesia Community Association recorded in Document No. 2014-7937, RPRDCT, and being the beginning of a non -tangent curve to the left; ing a central angle of 34 degrees 01 minutes 38 seconds, a radius of 152.58 THENCIF with the southeriv line of said Artesia Community Association tract, and with said curve havi 1A - r, /P_*,__1, fee`- f�,:- C� - o S -t- th-�7 er_� �-c Z; - - cl� fee' fee-,, G cnorc which bears Soutt� 6,�,- aeorees 3z+ rninute.c- seconds LoS- cnorc oisccn, iron rod with cap marked 'PET17, - RPLS 4087'^ found, for corner, said iron rod, being the beginning of c non-tangen"t compound curve to the leiL; THENCE continuing with the southeri line of the Artesia Community Association trcc`t., and with said curve having a central angie of 14 degrees 22 minutes 56 seconds, a radius L y i of 274A6 feet, a chord which bears South 79 degrees 54 minutes 49 seconds East', a chord distance of 68.64 fee for an arc distance of 68.82 feet to the end a' said curve, a 5/8-inch iron rod with cap marked "PET171T - RPLS 4087' found for corner, said iron rod being the beginning of a non -tangent reverse curve to the right; THENCE continuing with the southerly line of the Artesia Community Association tract, and with said curve having a central angle of 19 degrees 14 minutes 00 seconds, a radius of 1340.12 feet, a chord which bears South 82 degrees 17 minutes 47 seconds East, a chord distance of 447.75 feet, for an arc distance of 449.86 feet to the end of said curve, 5/8-inch iron rod with cap marked IaETITT - RPLS 4087" found for corner; f the Artesia Community Association tract, a distance of 295.87 feet to a 5/8-Inch THENCE South 82 degrees 44 minutes 04 seconds East, continuing with the southerly line a iron rod with cap marked 'PETITT - RPLS 4087" found for corner; THENCE South 81 degrees 08 minutes 25 seconds East, continuing with the southerly line of the Artesia Community Association tract, c distance of 206.22 feet to c 5/8-inch iron rod with cap marked "PETITT - RPLS 4087" found for corner, said iron rod being the beginning of a non -tangent curve to the ieft; �L THENCE continuing with the southerly line of the Artesia Community Association tract, and with said curve having a central angle of 63 degrees 24 minutes 48 seconds, a . radius of 219.20 feet, a chord which bears North 55 degrees 46 minutes 43 seconds I -East, a chord distance o-F 230.41 feet, for an arc distance of 242.60 feet to the end ofsaid curve, a 5/8-inch iron rod with cap marked 'PLE-77-1 - RPLS 4087" found for corner, said iron rod being the beginning of a non -tangent, reverse curve to the right; THENCE continuing with the southeriy line of the Artesia Community Association tract, and with sold curve having a central angle of 82 degrees 42 minutes 16 seconds, a radius of 18.54 feet., a chord which bears North 79 degrees 39 minutes 45 seconds East, a chord distance of 24�50 feet, for an arc distance of 26.76 feet to the end of said curve, 5/8-inch iron rod with cap marked "PETIT-1 - RPLS 4087"" found for corner-, THENCE South 67 degrees 118 minutes 32 seconds East, continuing with the southerly line of the Artesia Community Association tract, a distance of 6.37 feet to an X cut in concrete found for corner, said X being located on the aforementioned westerly right-of-way line of Artesia Boulevard-, THENCE South 23 degrees 00 minutes 27 seconds West, with said westerly right-of-way line of Artesia Boulevard, a distance of 883.23 feet- to the POINT OF BEGINNING of herein A.­�r--rihPH frnnt- containino an area of 19.430 acres of land. "; _1 I , , � I `z HEREE' L) _� i � \C E F T- AS LAND AND CON'SSTPUC'qIONN, LTL;.� A TEXAS LIMITED PARTNERSHI-­. A'_7TIN�1_7 HERE-31f\ R� AN- THR`D`j'1G`�- 7­� D1 _- AUT�H'OR1EED , DOE-' LENNAF,, HOMES OF TEX - DOES HEREB.' DEDl1-,A,r_ 7r' DEN70". DENT �1, =_ - - � �_, , -' 1 1-1 r_ ANr' 11 OPER" AS ARTESIik PHASE 5A ADD740k IE' E i0f, 7- EREE"' DED�CATE THE A ED DESIGNATIN- HEREINABOVE DESCRIBED PR DO _5 it; ARPA'� SHOW"r- HEREOI,,-, Ai H W�,TEF SUPPI DISTRIf-7 Nr, 10 (T-HE DISTRl�_`F IN., 7CE SIMP�E, iHI STREE'7 AN PU USE DEDh3A-Tl`-NS BEING� FREE AND CLEAR OF Al LIENS AIN1 L_ L EASEMEEN SHOWN,' HEREON FOR THE PURPOSES INDICA7,[ Tr' TH 7 1EXCLUSIVE USE FOREVEF OF DISTRIC SAI "I TED ED UPON, OVER 0:1, ALA\OZ�c T T T" �, i L_�_� M L t:. tREES. SHRUBS 0" OTHIEF� 1 Nil P R 0\FE M E N SHAL�,_ 5, 0 N S IR'U" OF Fil AC EEN,0,UM'BRANr11'ES EXCEP- AS SHOWN HERE11\ N C', B UIL D I N G S', FEENU_-, 'Is 1 t ! - )", TY EASEMENT USErL,. rFOR THE MUTUA: USE AND AID PIA7 4j, TIHF DISCIRETION 0= Tl-JEE DISTFRICT AND SUBJEC" ROD ITS WR! APPROVA- UTILI A' S SEM7NT ON S UTH" !TIES, SAID, USZE B' PUB�L_!,�' G T 0 U S E THE SAME UNLESS THE EASEMIEN7 LIM— T E USE -1 C� PART CULA;:, L ACCOMMODATIO'N OF AL-, PUBUC-_ UTRUTiEcS DESiRIN AN'�'_ PUE3! GIVEN`� RiGH7 E" -DHE D lS TR TC U S E S All -D E A S E M E N -1 S, SHALL HA\,/E T = RIGH7 REMOV- 1Fr9­T-!_,:- BEING SUBORDINATE TO THE DISTRIC­ USE THERE �' L'_ - - I , FHE. , K2 : 1� I 1 0 R ERFERE W'-,-, TH EE 7 OF, 'GRO%17 cz W-4 IC it AN` WAY ENDANGER 0 INTE 0,:' INGRES-'_ AN-_- KEE` REMOVErD AL- OR PAP7 OFF AIN"I" BUILDINGS, FENCES, TREEIZ� SHRUBS OF OTHE;:� IMPRC)VPMFN i �. 07 THESE EASEMEN'­ pk� TIM_ ,j��MON, MAINTENANCE', OF EFFICILENC: I OF' i7S' R1,:_7SPE:'C,'T,VE SYS'TIEW, ON A��-,` AM,: U t,-, HAVE TH�' - _H-� - il r-OF 7 =' �­ 0- 7C FROM D UPON AN"' SAID EASEMEN-'S 1H_ PURPOSE '07 C'0NS7FRUf_'T1'N-_. JNSPECTIN:'� PA ROLLING,, MAINTAINING, ANED ADDING 0 F, DESSORS AN-- EGRESS AND ANE S U ICI( REMOVINC:7 AL- OF' PAP7 07 1 T'S' RESPECTIVE SYSTEM, WITHO'U" THE NECESS"', A7' AN!\' TIME PROCILJRIN,-2�' T PERMISSION 07 A N Y 0 NE. D C HEREB'�/ BIND MYSELF, AGAINS. E\rERY PERSOk FOREVEFF WARRAN ANE" DE=IL-NEL-� ALL ANED SINGULAP THE, ABOVE DESCRIBEL� STREEET-, E'A S E M Er N1 ANE RhGH7 U Ni THE DISTRI� jURISDICT0\ 0,7 �Ft_r To-W" CILAIMIN- OF T'_ AIIV, THE SAME 0 F, AN\" PAP_ _RHIERE_0�7, 7t­!�Z OP-tP=1 W H 0 M S, -) EE VEEF COMES I AW;-"U SUEJ7-7 T,- AN[ REG` A-171ONS 07- DEEN" 0:_ PROSPE,!,�. TKIS APPROVED 0 �,_ I �_' AL,_ THE' Pi-ATTING ORDINANCES. FRUL:­ '' �, 1_�_ 201� WITNESS- P" HAN--,- 7HIS OF LENNAR HOMES 07 TEXAS TRUCTION, 1 TE LAND AND CONSI FEEXA-c- LIMITED PARTNERSH�F STEWART PARKER.`DIVISI61N, PRESIDEN- S T A T:E 0 �r - T E /X\ A S �� T M M c' 0 _S'D 0 p;7 S � W A - A R K Z i\, P R E BEFORE ME, 'I HL UNDERSK-4NED AL)TMORI-1 1, M N I mr% I r-u L-'\, 114 ^1"u I" E NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD., KNOWN TO ME TO BE THE PERSON AND OFFICER WHOS ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. r_1 I - GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS _LvLt�A DAY OF 2015. C" A, NOTARY 0, UBLIC IN AWFOR THE ST4�-E OF TEXAS. MY COMMISSION EXPIRES: I _15� - 00L] .W W�� 111110 LAURA Wliv SALGADt' 'My Expifez> J�i',Uary �3� 201� 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 f�� ___ - - ___1 2015. �7 JIMMIE D. NICIAOLS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5184 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 _.�___C> DAY OF 2015. JESSICA LEE K- r, 16 NOT8ry Public, Sisto of Texas NOTARY' tUBLIC IN AND FOR THE STATE OF TEXAS. toy Commission Exptre� December 05, 2015 a MY COMVISSION EXPIRES: 11t ELECTRIC & GAS COMPANY: T D1 -- �ak.- 15 COSER V DATE TELEPHONE COMPANY: -15 DATF DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10 CONTACT: CLAY E. CRAWFORD 19 BRIAR HOLLOW LANE, SUITE 245 HOUSTON, TEXAS 77027 PHONE (713) 621-3707 &XI PPR nNj 40 REVIE D t� 0, W, D_ DENTON COUNTY FRESH Wk-tER SUPPLY ISTf IV, PPROVE D A UND D� ft Mt 06 COUNTY, TEXAS -COL'INTY J GE' FEN-7A L P L A IF ARTESIA PHASE 5A 19.430 ACRES 98 RESIDENTIAL LOTS SITUATED IN THE LOUISA NETHERLY SURVEY, ABSTRACT NO. 9622 DENTON COUNTY FRESH WATER SUPPLY DISTRlCT NO DEMPON COUNMY', TEXAS PETITT BARRAZA E OWNEP: LENW HOMES OF TWS ENG1NEEERfiXG PLANNING SUPWEYING LAND AND CONMUCTION, LTD. Nh:�, 1488 TBDE FIRM PIEGISTRAI A TM UMITED PARTNERSHIP Tep� S R_ COWACT STEWART PARKER, DIVISION' PRESIDID�-- i - F 1 R iV �-­S7RATICIN N`� 11 0 1 LENNAR HOMES OF TM L & C, JD. 1651 N. Glenvil e D-� Ste� 208 TeL Nlo, (214' 221-9955 'x 3'40-35�0, 1707 KARKEr PLACE BLVD, SUITE 250 Fa No� (21 IRIANG, IBM 75063 Ricnardscn, Texas 75081 DAT E': MAY 2 0115 JOB NO,, 1033-5,"'. M S --T ? 0= ? HLL I - - - - - - - - - - - - - - - - - - 50' DRAINAGE ESMT v TRACT 1 1 �DO . NO. 2005-8932 RPRDCT ,�'! e: - - -_ ` ARTESIA COMMUNITY ASSOCIATION t° ' " DOC. NO. 2014-7937 RPRDCT L �=-1914 00 6=-82'42'16" '--- ...�4 •� .,* R=1340,12 DENTON COUNTY FRESH WATER ,.,,,,• � �' f I- 1 L=449.86' SUPPLY DISTRICT NO. 10 R=18.54' o ° r `!x CB=S82'17'47"E ARTESIA WEST FLOODPLAIN L=26.76' o. f S67'1832"E 1- Cr-1 I (�34 0 38 "-- ``,� DRAINAGE AND FLOOD CONTROL f z , '-- I , CH=447,75 EASEMENT CB=N79'39'45"E /��' 6.37 r N 0---.__._ .� R-1rJ2. $ `- �, DOC. NO. 2014-7721 RPRDCT CH-24.50' ftioQ f °'c�'� r (n �' X �° L=90.6 `'� (n °' 1 C(- - �� y'4 °° CB=S6 '34'14,�E h=14`22'56"~ -_ 1 63'24'48" f �� V 1 R=274.16 ___ /�� °j" .2 o CORONA ARTESIA, LLC SF 1' CH= 89. ~-- R=219,20 o I rs 1 L=68.82 -- I TRACT V 1 y „/ _ 15' WATERLINE ESMT ' r, 1 DOC. NO. 2008-34098 1 s/&# 1 1 CB=S79.54'49"E `` - `"' DOC. NO. 2009-108635 " o \ < 0 1 RPRDCT 1 N7 CIRF 1 , _ ' ~ - ___.RPRDCT CB=N55 46t 43 E f �� V ' i ' CONCRETE T I \ z 1 R a, 5/8` CIRF CH=68,64 N89"54'42"E UTILITY ESM'fi. TRACT 2 CH=230.41 5/8^ CIRF FND. cL 1 O u? 1 5/8M CIRF �� 3.77' DOC. NO. 2005-8937 RPRDCT' �f f ! SANITARY CONTROL ESMT 1 . o cn 31 XR _ - _ _ - - - - -• t a f DOC. NO. 2007-129172 1 C3,-- CIRF = --__L.__---- - �� =� ------------- -� - : » 1 ® CIRF �_ 16.5' D.E.-- -- ----- -- _--_ 1--02*56 25 RPRDCT - 1 z - -Pd 26 ---25t.8-3'- - ..� .- - _.. - L21 L22 - - - R=860.00' S/8 ` - 2�6� - 13U. ' 050 505.00 50.00 467 L18 1 19 L20 5/8- CIRF SB a » L=44,13 CtRF 65.36' 60.42' Z 55.98' 72.21 :: 5.45 = "4 (o � © I, w 123 C.24 c� _ ci4 E 295.87 5/6' �: 4- 257.30' :' 15.14""' o r7 ro W.M.E. o � <- ,n �� 8k � j L25 � - CIRF • » CB=N10 21 24 E 2 <r t1i '`::; � 0 0 010 s _ rn ; N d o o o w ~L26 12� '' -�.� S8? 0g 2�r E A r " o c; C> :�31 o Q30= ` 29�'S28 0` 27 ' Q26 25 24 o o" -'�..;.: �o o CH=44.13 aRFn �i 49 , o �,°r, 33 �;320 _r o Y o 0 0 0 cv , 7 23 < 22 - o � o cn t1 w w �' a' o, c�, :. o T- 0 3.62' o o c, o o � r 21 ' D o � !� L29 ','� L31 » 35 a34 r 1. cn z z z 20'BL cn 5'U.Ez z z 8.25 :: 20 1 60 17 ��v A-130208 36R o. B� U.E• 63 6>�;;..: 48 1�' S0_00� 46_38' SO.0 _ 50 00' S ' ____z 0 0 R=740.00' - =j5..Oa- N 22.89' 49.64 - z S'Q E z 3 26 z �15 20, 48.82 L=168.36' , " s;° o ��'I`� 4 .41' 4�s� _ G��.ATER TERRACE - -----_ _ � CS �rorAL 46 � L 13 r, CB=N05'38 33 E s 2 F / L8 122.79' o � �) 4s•s4'� zQ'� � o --- -a spy ry , 9 r,> (7• ,�, cv +z 427.22' ""--- 50. pQ° CH=168.00 ni - G A _ x^' kr a nn' F!1 fi z �,ft 11f1' rill (i(1 i�i 17' Fiii.4 n _ �^- __ a _ c`. 6 +3.1 n. TVG TEXAS L.L.C. DOC. NO, 2012-59927 RPRDCT (SEE DETAIL "A")Z N52.32'56"W I ' 32.32' RF IS S88'47'29"W $/8. CIRF 9.83' IRF CI N01`11'55"W 50.00' N50'07'34"E 5/8 32.01 03- F C14h U 0 8/6' 0 CiRS rk,0 tx 0 �' 1 0 0 t� U CII V) 0 ca �j as LJ� 1 r - 02uj to Q -I 0 t�� {� W O n 0,6 � V) V) F_ (f) M 0 - ry U Uo -' w ¢ 0 00 0 CD ry w to ' 0 ry Q 0 z ¢�o w0 Z 0 o o 0 l �' J', 40R 49 CIRIF ti 12'BL 1 5/8" 5/8" CIRF CIRF 5'U E 1 � cy 5f8. 5'U.E. CIRF CIRF 12'BL CIRF SCALE: 1 R 55 ivml • • • .. -• • •• • • ..� �• 1 • i f ii • t: •i �•.rarru, NOTES: 1. WATER SERVICE TO BE PROVIDED BY DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10. 2. UTILITY PROVIDERS: 0� r Yi A i ``«y � • 8, t68`00'27"W 28.28' N66-59.33"W 38.23' / Z Coy t I 31XR IR-,r r l JT Cv ARTESIA PHASE 1A lN =Q. / DOC. NO. 2010-66 PRDCT •p�� o r 23X Q I (CI- 80, P,O.B. r TEXAS STATE PLANE COORDINATES NORTH CENTRAL ZONE 4202 (GRID) / N=7,135,239.21 E=2,471,108.14 -, S54'38'49"W 1627.46' TO THE APPROXIMATE NORTHEAST CORNER o OF THE C.L. SMITH SURVEY ^ ABSTRACT NO. 1681 -.. f 1 Lr 16 17 (1) ELECTRIC SERVICE: C°aE SOUTH STEMMQNS CH=19.84' CH=50.44 r CORINTH, TEXAS 75065 7 r 6 PHONE: 1-800-274-4014 (2) 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. 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. 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 N MAP NUMBER 48121CO430G, REVISION DATE APRIL 18, 2011. FLOODPLAIN LINE SHOWN HEREON IS GRAPHICALLY PLOTTED ACCORDING TO THIS MAP. 16. ALL PERIMETER BOUNDARY CORNERS ARE 5/8-INCH IRON RODS WITH CAPS MARKED "PETITT-RPLS 4087" FOUND OR SET, 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 CITY 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). 15 1 14 1 13 NACONA DRIVE LOT LOT 12'x12' (n SIDEWALK & MSIBILITY ESMT. i C,4 (') 12' STREET 12' N � 12'x12' SIDEWALK & VISIBILITY ESMT. ( LOT �'J LOT 12'x12' SIDEWALK & VISIBILITY ESMT. AT STREET INTERSECTION (TYP.) N.T.S. LINE TABLE LINE BEARING DISTANCE Ll N73°09'38'W 18,14 L2 S02°2738"W 35.00 L3 S88'47'29"W 61,13 L4 S89°52'26'W 468,48 L5 N66°59'33"W 16.35 L6 N23a00'27'E 389.26 L7 NO2°27'38'E 440,14 L8 S89°52'26"W 198.21 L9 S01°14'06"E 88,81 L10 S01°12'32'E 147.09 L11 S89°57'41'E 38.74 L12 S89°30'CO"E 68.25 L13 S86°18'43E 59,96 L14 S85°05'21'E 52,12 L15 S11°18'20"E 112.65 L16 S79a12'32'E 53,06 L17 S76056'41'E 2.85 L18 S89°31'43'E 52,00 L19 S88°29'060E 52.00 L20 S87°26'29"E 52.00 L21 S86°23'51"E 52.00 L22 S85°21'14'E 52.00 L23 S84°16'37E 55,51 L24 S83a09'56'E 54,88 L25 S82°05'55"E 51.63 L26 S81°03'46E 51,63 L27 S80°01'36'E 5L63 L28 S78°5926E 5L63 L29 S77°02112E 55,32 L30 S74°22'10'E 55,12 L31 S80°32'47E 55:98 L32 SOOa07'34"E 111,41 L33 N06020'50'E 110,02 L34 S70°06'44"E 67.99 L35 S61°42340E 106,74 L36 N58°56'06'E 144,40 L37 S66059'33"E 55.54 L38 a a L39 a 4r a L40 a a L41 a a L42 S800210LE L43 S76*5614VE 54,57 L44 SZ3021" L45 S69°33'33"E 64.26 661967 ARTESIA PHASE 5A BLK 49 LOT 1(CO&SCH)/ALL 662069 ARTESIA PHASE 5A BLK 49 LOT 1(W17)/All 661976 ARTESIA PHASE 5A BLK 49 LOT 10(CO&SCH)/ALL 662078 ARTESIA PHASE 5A BLK 49 LOT 10(W17)/ALL 661968 ARTESIA PHASE 5A BLK 49 LOT 2(CO&SCH)/ALL 662070 ARTESIA PHASE SA BLK 49 LO?TW17)/ALL 661969 ARTESIA PHASE 5A BLK 49 LOT 3(CO&SCH)/ALL 662071 ARTESIA PHASE 5A BLK 49 LOT 3(W17)/ALL 661966 ARTESIA PHASE 5A BLK 49 LOT 31X(CO&SCH)/ALL 662068 ARTESIA PHASE 5A BLK 49 LOT 31X(W17)/ALL 661965 ARTESIA PHASE 5A BLK 49 LOT 36(CO&SCH)/ALL 662067 ARTESIA PHASE 5A BLK 49 LOT 36(W17)/ALL 661978 ARTESIA PHASE 5A BLK 49 LOT 37(CO&SCH)/ALL 662079 ARTESIA PHASE 5A BLK 49 LOT 37(W17)/ALL 661979 ARTESIA PHASE 5A BLK 49 LOT 38(CO&SCH)/ALL 662080 ARTESIA PHASE 5A BLK 49 LOT 38(W17)/ALL 661970 ARTESIA PHASE 5A BLK 49 LOT 4(CO&SCH)/ALL 662072 ARTESIA PHASE 5A BLK 49 LOT 4(W 17)/ALL 661971 ARTESIA PHASE 5A BLK 49 LOT 5(CO&SCH)/ALL 662073 ARTESIA PHASE 5A BLK 49 LOT 5(W17)/ALL 661972 ARTESIA PHASE 5A BLK 49 LOT 6(CO&SCH)/ALL 662074 ARTESIA PHASE 5A BLK 49 LOT 6(W17)/AL 661973 ARTESIA PHASE 5A BLK 49 LOT 7(CO&SCH)/ALL 662075 ARTESIA PHASE 5A BLK 49 LOT 7(W17)/ALL 661974 ARTESIA PHASE 5A BLK 49 LOT 8(CO&SCH)/ALL 662076 ARTESIA PHASE 5A BLK 49 LOT (W17)/ALL 661975 ARTESIA PHASE 5A BLK 49 LOT 9(CO&SCH)/ALL 662077 ARTESIA PHASE 5A BLK 49 LOT 9(W17)/ALL 661993 ARTESIA PHASE 5A BLK 50 LOT 10(CO&SCH)/ALL 662094 ARTESIA PHASE 5A BLK 50 LOT 10(W17)/ALL 662040 ARTESIA PHASE 5A BLK 52 LOT 17(CO&SCH)/ALL 662140 ARTESIA PHASE 5A BLK 52 LOT 17(W17)/ALL 662032 ARTESIA PHASE 5A BLK 52 LOT 9(CO&SCH)/ALL 662132 ARTESIA PHASE 5A BLK 52 LOT 9(W17)/ALL CURVE TABLE NO, DELTA RADIUS LENGTH TANGENT CHORD DIRECTION CHORD C1 11-35'09- 2450,00 495A1 248,55 N84°19'S9'W 4957 , 457 C2 11°3252" 780,00 157.21 78.87 N72°45'59"W 156.94 C3 91°55'41' 50.00 80.22 5L71 N22°57'23"W 71.89 C4 9°37'11° 1050.00 176.29 88.35 N73043`49'W 176.08 C5 11°35'09" 2720,00 550.01 275.95 N84°19'59'W 549.07 C6 15°47'08" 800,00 220.41 110.91 S81°58'53W 219,71 C7 9°58'21' 250,00 43,51 21.81 S06°13'16"F 43,46 C8 9°59'56' 425,50 74.25 37,22 S06°12'29'E 74.16 C9 75019'24' 50,00 65,73 38,59 S36°25'37"W 61A0 C10 1°04'58" 1000.00 18.90 9A5 S89019`57"W 18,90 C11 75°19'24" 25,00 32.87 19.30 S36°25`37W 30.55 C12 142°12'49" 60.00 148,93 175.31 S36018'53"W 113,54 C13 158°30'51" 1 60.00 166.00 316.24 1 N22941'31'W 117,90 C14 91a55'41" 25.00 40,11 25.86 N22a57'23"W 35.95 NOTE: THE REASON FOR THIS REPLAT IS TO: 1) REVISE THE CORNER LOT SIDE BUILDING LINES FROM 10 FEET TO 12 FEET. 2) ADJUST LOT DIMENSIONS ON LOTS 1-10, AND 31 X, BLOCK 49. 3) ADD 3' WALL MAINTENANCE EASEMENT ALONG WEST SIDE OF LOTS 36-40, BLOCK 49 & LOTS 1 & 2, BLOCK 55. DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10 CONTACT: CLAY E. CRAWFORD 19 BRIAR HOLLOW LANE, SUITE 245 HOUSTON, TEXAS 77027 PHONE (713) 621-3707 OWNER: LENNAR HOMES OF TEXAS D AND CONSTRUCTION, LTD. 'AS umnw PARTNERSHIP CONTACT: STEWART PARKER,DIVISION PRESIDENT LENNAR HOMES OF TEXAS L & C, LTD. 1707 MARKET PLACE BLVD, SUITE 250 IRVING, TEXAS 75063 NOT TO SCALE SSE SANITARY SEWER EASEMENT U.E. UTILITY EASEMENT D.E. DRAINAGE EASEMENT W.M.E. WALL MAINTENANCE EASEMENT BL BUILDING SETBACK LINE 5/8"CIRS 5/8--INCH IRON ROD W/CAP MARKED (CIRF) "PETITT-RPLS 4087" SET (FOUND) IRF IRON ROD FOUND DENOTES STREET NAME CHANGE R.O.W. RIGHT -OF --WAY P.O.C. POINT OF COMMENCING P.O.B. POINT OF BEGINNING RP RADIUS POINT 0 DESIGNATES SUBDIVISION BLOCK RPRDCT REAL PROPERTY RECORDS,, DENTON COUNTY, TEXAS PRDCT PLAT RECORDS, DENTON COUNTY, TEXAS E- Iy Z 100 O 50 100 200 1 inch = 100 feet LOT j LOT R.O, W. LOT LOT 5' 5, R.O.W. \ ! S A LOT LOT 5 .5' ` F_ O 1 R.O.W. LOT LOT 10' O I rc- R.O.W. Rr"ESIA PHASE A 19.4.30 ACRES 98 'RESIDENTIAL LOTS & 1 NON-RESIDENTIAL LOT SITUATED IN THE LOUISA NETHERLY SURVEY, ABSTRACT' NO. 962 DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10 DENTON COUNTY, TEXAS Filed for Remord in the official pee: irds of' Denton coup PiI TIT A Z J itylr e 59.tS 116 at ENGINEERING PLANNING SURVEYING i" tRe Plat tenor = TBPE FIRM REGISTRATION NO. 1488 ARTESIA PEASE :I TBPLS FIRM REGESTRATION NO. 101068 Doc Nutibtir° 2DI-6- Tel, No. 214 221-9955 Amount 1651 N. Glenville Dr. Ste. 208 ( } Richardson, Texas 75081 Fax No. (214) 340-3550 DATE: NOVEMBER 2015 SCALE 1 "-100' m JOB NO, 11033-5A I I=,H Uuval i SHEET 1 OF 2 m STATE OF TEXAS COUNTY OF DENTON § WHEREAS, LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD., A TEXAS LIMITED PARTNERSHIP, IS THE OWNER OF THAT CERTAIN TRACT OF LAND SITUATED IN THE LOUISA NETHERLY SURVEY, ABSTRACT NO. 962, IN DENTON COUNTY, TEXAS, ACCORDING TO DEED RECORDED IN DOCUMENT NO. 2014-101712, REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS (RPRDCT), AND BEING ALL OF ARTESIA PHASE 5A, AN ADDITION TO DENTON COUNTY ACCORDING TO FINAL PLAT RECORDED IN DOCUMENT NO. 2015-239, OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS (PRDCT), AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING at a 5/8-inch iron rod with cap marked "PETITT - RPLS 4087" found, said iron rod being located at the intersection of the westerly right-of-way line of Artesia Boulevard (variable width R.O.W.), said right-of-way dedicated according to Amending Plot of Artesia Phase 1A, an addition to Denton County, Texas recorded in Instrument No. 2010-66, PRDCT, and the northerly right-of-way line of Placid Trail (variable width R.O.W.), said right-of-way dedicated according to Final Plat of Artesia Phase 4A, an addition to Denton County, Texas recorded in Instrument No. 2012-74, PRDCT, THENCE South 68 degrees 00 minutes 27 seconds West, leaving the westerly right-of-way line of Artesia Boulevard, and with the northerly line of said Artesia Phase 4A, a distance of 28.28 feet to a 5/8-inch iron rod with cap marked "PETITT - RPLS 4087" found for comer; THENCE North 66 degrees 59 minutes 33 seconds West, continuing with the northerly line of said Artesia Phase 4A, a distance of 38.23 feet to a 5/8-inch iron rod with cap marked `PETITT - RPLS 4087" found for corner, said iron rod being the beginning of a tangent curve to the right; THENCE continuing with the northerly line of Artesia Phase 4A, and with said curve having a central angle of 11 degrees 07 minutes 59 seconds, a radius of 260.00 feet, a chord which bears North 61 degrees 25 minutes 33 seconds West, a chord distance of 50.44 feet, for an arc distance of 50.52 feet to the end of said curve, a 5/8-inch iron rod with cap marked "PETITT - RPLS 4087" found for corner, sold iron rod being the beginning of a tangent reverse curve to the left; THENCE continuing with the northerly line of Artesia Phase 4A, and with said curve having a central angle of 03 degrees 20 minutes 38 seconds, a radius of 340.00 feet, a chord which bears North 57 degrees 31 minutes 53 seconds West, a chord distance of 19.84 feet, for an arc distance of 19.84 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 the northerly line of Artesia Phase 4A, the following bearings and distances to 5/8-inch iron rods with cap marked "PETITT RPLS 4087" found for corner; North 23 degrees 00 minutes 27 seconds East, a distance of 63.05 feet; North 66 degrees 59 minutes 33 seconds West, a distance of 50.00 feet; North 23 degrees 00 minutes 27 seconds East, a distance of 34.93 feet; North 70 degrees 28 minutes 01 second West, a distance of 56.59 feet, North 73 degrees 09 minutes 38 seconds West, a distance of 18.14 feet; North 77 degrees 18 minutes 59 seconds West, a distance of 68.70 feet; North 79 degrees 52 minutes 00 seconds West, a distance of 62.99 feet; North 81 degrees 25 minutes 33 seconds West, a distance of 62.99 feet; North 82 degrees 59 minutes 06 seconds West, a distance of 62.99 feet; North 84 degrees 32 minutes 39 seconds West, a distance of 62.99 feet; North 86 degrees 07 minutes 21 seconds West, a distance of 64.53 feet; South 02 degrees 27 minutes 38 seconds West, a distance of 35.00 feet-, And North 87 degrees 32 minutes 22 seconds West, a distance of 50.00 feet; THENCE North 02 degrees 27 minutes 38 seconds East, leaving said north line and crossing over and across said Lennar Homes tract, a distance of 35.00 feet to a 5/8-inch iron rod with cap marked "PETITT - RPLS 4087" set for corner, THENCE North 88 degrees 56 minutes 11 seconds West, continuing to cross said Lennar Homes tract, a distance of 65.77 feet to a 5/8-inch iron rod with cap marked "PETITT- RPLS 4087" set for corner; THENCE South 89 degrees 52 minutes 26 seconds West, continuing to cross said Lennar Homes tract, a distance of 424.51 feet to a 5/8-inch iron rod with cap marked "PETITT -RPLS 4087" set for corner; THENCE South 01 degrees 12 minutes 32 seconds East, continuing to cross said Lennar Homes tract, a distance of 26.59 feet to a 5/8-inch iron rod with cap marked "PETITT- RPLS 4087" set for corner; THENCE South 88 degrees 47 minutes 29 seconds West, continuing to cross said Lennar Homes tract, a distance of 50.00 feet to a 5/8-inch iron rod with cap marked "PETITT -RPLS 4087" set for corner; THENCE North 01 degrees 12 minutes 32 seconds West, continuing to cross said Lennar Homes tract, a distance of 20.00 feet to a 5/8-inch iron rod with cap marked "PETITT- RPLS 4087" set for corner; THENCE South 88 degrees 47 minutes 29 seconds West, continuing to cross said Lennar Homes tract, a distance of 110.15 feet to a 5/8-inch iron rod with cap marked "PETITT -RPLS 4087" set for corner in the westerly line of said Lennar Homes tract; THENCE with said westerly line of the Lennar Homes tract, the following bearings and distances to 5/8-inch iron rods with cap marked "PETITT - RPLS 408711found for corner; North 01 degrees 13 minutes 23 seconds West, a distance of 97.84 feet; North 50 degrees 07 minutes 34 seconds East, a distance of 32.01 feet; North 01 degrees 11 minutes 55 seconds West, a distance of 50.00 feet; South 88 degrees 47 minutes 29 seconds West, a distance of 9.83 feet; And North 52 degrees 32 minutes 56 seconds West, a distance of 32.32 feet, said iron rod being located on the easterly line of a tract of land described as Tract V in a deed to Corona Artesia LLC described in Document Number 2008-34098, RPRDCT; THENCE North 01 degrees 14 minutes 06 seconds West, with said easterly line of the Corona Artesia LLC tract, a distance of 136.07 feet to a 5/8-inch iron rod with cap marked "PETITT - RPLS 4087" found for comer, said iron rod being the beginning of a non -tangent curve to the right; THENCE continuing with the easterly line of the Corona Artesia LLC tract, and with said curve having a central angle of 13 degrees 02 minutes 08 seconds, a radius of 740.00 feet, a chord which bears North 05 degrees 18 minutes 33 seconds East, a chord distance of 168.00 feet, for an arc distance of 168.36 feet to the end of said curve, a 5/8-inch iron rod with cap marked "PETITT - RPLS 4087" found for corner, said iron rod being the beginning of a tangent reverse curve to the left; THENCE continuing with the easterly line of the Corona Artesia LLC tract, and with said curve having a central angle of 02 degrees 56 minutes 25 seconds, a radius of 860.00 feet, a chord which bears North 10 degrees 21 minutes 24 seconds East, a chord distance of 44.13 feet, for an arc distance of 44.13 feet to the end of said curve, a 5/8-inch iron rod with cap marked "PETITT - RPLS 4087" found for corner; THENCE North 89 degrees 52 minutes 26 seconds East, with a north line of the Corona Artesia LLC tract, a distance of 311.27 feet to a 5/8-inch iron rod with cap marked "PETITT - RPLS 4087" found for corner; THENCE North 00 degrees 07 minutes 34 seconds West, with an easterly line of the Corona Artesia LLC tract, a distance of 106.73 feet to a 5/8-inch iron rod with cap marked "PETITT - RPLS 4087" found for corner, said iron rod being a southwest corner of that certain tract of land described in deed to Artesia Community Association recorded in Document No. 2014-7937, RPRDCT, and being the beginning of a non -tangent curve to the left; THENCE with the southerly line of said Artesia Community Association tract, and with said curve having a central angle of 34 degrees 01 minutes 38 seconds, a radius of 152.58 feet, a chord which bears South 64 degrees 34 minutes 14 seconds East, a chord distance of 89.29 feet, for an arc distance of 90.62 feet to the end of said curve, a 5/8-inch iron rod with cap marked "PETITT - RPLS 4087" found for corner, said iron rod being the beginning of a non -tangent compound curve to the left; THENCE continuing with the southerly line of the Artesia Community Association tract, and with said curve having a central angle of 14 degrees 22 minutes 56 seconds, a radius of 274.16 feet, a chord which bears South 79 degrees 54 minutes 49 seconds East, a chord distance of 68.64 feet, for an arc distance of 68.82 feet to the end of said curve, a 5/8-inch iron rod with cap marked "PETITT - RPLS 4087" found for corner, said iron rod being the beginning of a non -tangent reverse curve to the right; THENCE continuing with the southerly line of the Artesia Community Association tract, and with said curve having a central angle of 19 degrees 14 minutes 00 seconds, a radius of 1340.12 feet, a chord which bears South 82 degrees 17 minutes 47 seconds East, a chord distance of 447.75 feet, for an arc distance of 449.86 feet to the end of said curve, 5/8-inch iron rod with cap marked "PETITT - RPLS 4087" found for corner; THENCE South 82 degrees 44 minutes 04 seconds East, continuing with the southerly line of the Artesia Community Association tract, a distance of 295.87 feet to a 5/8-inch iron rod with cap marked "PETITT - RPLS 4087" found for corner; THENCE South 81 degrees 08 minutes 25 seconds East, continuing with the southerly line of the Artesia Community Association tract, a distance of 206.22 feet to a 5/8-inch iron rod with cap marked "PETITT - RPLS 4087" found for corner, said iron rod being the beginning of a non -tangent curve to the left; THENCE continuing with the southerly line of the Artesia Community Association tract, and with sold curve having a central angle of 63 degrees 24 minutes 48 seconds, a radius of 219.20 feet, a chord which bears North 55 degrees 46 minutes 43 seconds East, a chord distance of 230.41 feet, for an arc distance of 242.60 feet to the end of said curve, a 5/8-inch iron rod with cap marked "PETITT - RPLS 4087" found for corner, said iron rod being the beginning of a non -tangent reverse curve to the right; THENCE continuing with the southerly line of the Artesia Community Association tract, and with said curve having a central angle of 82 degrees 42 minutes 16 seconds, a radius of 18.54 feet, a chord which bears North 79 degrees 39 minutes 45 seconds East, a chord distance of 24.50 feet, for an arc distance of 26.76 feet to the end of said curve, 5/8-inch iron rod with cap marked "PETITT - RPLS 4087" found for corner; THENCE South 67 degrees 18 minutes 32 seconds East, continuing with the southerly line of the Artesia Community Association tract, a distance of 6.37 feet to an X cut in concrete found for corner, said X being located on the aforementioned westerly right-of-way line of Artesia Boulevard; THENCE South 23 degrees 00 minutes 27 seconds West, with said westerly right-of-way line of Artesia Boulevard, a distance of 883.23 feet to the POINT OF BEGINNING of herein described tract, containing an area of 19.430 acres of land. 51 NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: I THAT, LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD., A TEXAS LIMITED PARTNERSHIP, ACTING HEREIN BY AND TIMIROUGH11S DULY AUTHORIZED OFFICER, DOES HEREBY ADOPT THIS PLAT DESIGNATING THE HEREINABOVE DESCRIBED PROPERTY AS A REPLAT OF ARTESIA PHASE 5A, AN ADDITION' TO DEN154 COUNTY, TEXAS, AND DOES HEREBY DEDICATE TO DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10 (THE DISTRICT), IN FEE SIMPLE, THE STREETS AND PUJBUC USE AS SHOWN HEREON, AND DOES HEREBY DEDICATE THE EASEMENTS SHOWN HEREON FOR THE PURPOSES INDICATED TO THE EXCLUSIVE USE FOREVER OF DISTRICT 10,, SAID DENCATIONS BEING FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES EXCEPT AS SHOWN HEREIN. NO BUILDINGS, FENCES, TREES, SHRUBS OR OTHER IMPROVEMENTS 'SHALL BECONSTRUCTED OR PLACED UPON, OVER OR ACROSS THE EASEMENTS ON SAID PLAT. AT THE DISCRETION OF THE DISTRICT AND SUBJECT TO ITS WRITTEN APPROVAL, L"' LITY EASEMENTS MAY ALSO BE USED FOR THE MUTUAL USE AND ACCOMMODATION OF ALL PUBLIC UTIL111ES DESIRING TO USE THE SAME UNLESS THE EASEMENT LIMITS THEE IUSE 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 DIS`mTRICT 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 G3ROWTHS WCH IN ANY WAY ENDANGER OR INTERFERE WITH THE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF ITS RESPECTIVE SYSTEM ON ANY OF THESE EASEMENTS. ANY PUJBLIC U-1710Y SHALL AT ALL TIMES HAVE THE RIGHT OF INGRESS AND EGRESS TO AND FROM AND UPON ANY SAID EASEMENTS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTIFING, INSFWBNG, PATROLLING, MAINTAINING AND ADDING 7 TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEM WITHOUT THE NECESSITY AT ANY TIME PROCURING THE PERMISSION OF ONE. I DO HEREBY BIND MYSELF, MY SUCCESSORS AND ASSIGNS TO FOREVER WARRANT AND DEFEND ALL AND SINGULAR THE ABOVE DESCRIBED STREETS, EASEMAENTS AND, RIGHTS UNTO THE DISTRICT AGAINST EVERY PERSON WHOMSOEVER COMES LAWFULLY CLAIMING OR TO CLAIM THE SAME OR ANY PART THEREOF. THIS PROPERTY IS LOCAATED WTHK THE EXTRATERRITORIAL JURISDICTION OF THE TOWN OF PROSPER. THIS PLAT APPROVED SUBJECT TO ALL THE PLATTING ORDINANCES, RULES AND REGULATIONS OF DENTC3N COUNIt TEXAS. WITNESS MY HAND THIS �DAY OF QCYQA")k_A4QA, 2015. LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD. A TEXAS LIMITED PARTNERSHIP M STEWART PARKER,'D-IVISI(DN PRESIDENT STATE OF TEXAS § COUNTY OF DALLAS § BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONAU 1YAPPEARED STEWART PARKER, DIVISION PRESIDENT, LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD., KNOWN TO ME TO BE THE PERSON AND OFFICER WHOSE NAME IS*.SUBS COBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE'CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE, TH114_DAY OFY:)040A&-k�, 2015. Ni:�T'ARY PUBLIC Ifq-`ANb FOR THE STATE OF TEXAS. MY COMMISSION EXPIRES: [-Is I- SURVEYOR'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS: THAT I, JIMMIE D. NICHOLS, A REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT THIS PLAT WAS PRf, ''ARED 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 FOUL' ID OR -PRGPMLY PLACED UNDER MY PERSONAL SUPERVISION IN ACCORDANCE WITH THE DENTON COUNTY SUBDIVISION REGULATIONS. DATED THIS THE DAY OF 2015. 0pr 1, � I JIMMIE D. NICHOLS jj;,j1M,1E D. NI"J01 REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5184 I'S IS100/,", STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONAI LLY 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 EXECUTE ED THE SAME IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS _2-0 DAY OF nrxro^-_2015. JESSICA LEE �U_',r,_ iv-mry Put),iC of Texas NOTARYCAUBLIC IN AND FOR THE STATE OF TEXAS. My December OZ,, 2015 MY COMMISSION EXPIRES: I' R' • 2'5 k `5 REVIEWED YA�N, ------- DENTO COUN !TY F ESH WATERSUPPLYDISTRICT NO. lo!" N N_ V FIT 1 111 1 OUR* ELECTRIC & GAS COMPANY: 1&6. 1. . . I NNa;,�s COStRV DATE TELEPHONE COMPANY: AT&T DATE NOTE: THE REASON FOR THIS REPLAT IS TO: 1) REVISE THE CORNER LOT SIDE BUILDING LINES FROM 10 FEET TO 12 FEET. 2) ADJUST LOT DIMENSIONS ON LOTS 1-10, AND 31X, BLOCK 49. 3) ADD 3' WALL MAINTENANCE EASEMENT ALONG WEST SIDE OF LOTS 36-40, BLOCK 49 & LOTS 1 & 2, BLOCK 55. DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10 CONTACT- CLAY E. CRAWFORD 19 BRIAR HOLLOW LANE, SUITE 245 HOUSTON, TEXAS 77027 PHONE (713) 621-3707 REPLAT �--�RTMIA PHASE 5A 19.430 ACRES 98 RE SID0ENTIAL 'LOTS & 1 NON-RESIDENTIAL LOT 71TLTATED IN THE LOUISA NETHENLY SURVEY, ABSTRACT NO. 962 DENTON COUJNTY FIMS-111: WATER SUPPLY DISTRICT NO. 10 DEMOD1 COUNTY, TEXAS PETIT"Iff BARIR"Au� OWNER: LENNAR HOMES OF TOM ENG1NEERlNGt3'_PJ_ANei ftQGw­ SURVEYING LAND AND CONSTRUCTION, LTD. TBPE FIRM REGISTRA7WN'NO. 1488 A TEXAS LIMITED PARTNERSHIP ro n C FIRM r_.-=r`_T-C-rDA-MM kin 1010 rR CONTACT: STEWART PARKER, DMSION PRESIDENT I ED L LENNAR HOMES OF TEXAS L & C. LID, Tel. W-,- f 221-9955 1707 MARKET PLACE BLVD, SUITE 250 1651 N. Glenville Dr. Ste. 208 1 �214) IRANG, TEXAS 75063 Richardson, Texas 75081 Fax W,,`214) 340-3550 DATE: NOVEMBER 2015 JOB NO. ¥x 11033-5A Filed fop Recom", in i 7 the Off ic1ial records of aantorz Countu 00 Feb 19Y20116 at lli==S%,, T th* 'I at Records ANWAP PHASE 5A Okoc Rut, R. her: 2ou­ 1� K L Of Fasas! 2 An o u n-,, Race i P t Number t .4 y Tim oth,_� Di alj SHE OF 2 Wl L9 ca Of U') 0 N