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SN2276ANOTES \ ! 67 ✓ S22°35'16 E q sl 14. THE BEARINGS SHOWN AND RECITED HEREON AREREFERENCED TO THE TEXAS / 66 20,00' :0d* 0 1. WATER SERVICE TO BE PROVIDED BY THE TOWN OF LITTLE ELM. COORDINATE SYSTEM OF 7983 -NORTH CENTRAL ZONE 4202 (NAD83). ALL DISTANCES ARE 65 +1LP� �p'(Er 0 ' /Fgfi 2. UTILITY PROVIDERS SURFACE DISTANCES WITH ASURFACE TOGRID SCALE FACTOR OF0.999849393677 VALENCIAONTHE O G\\\�P �cc 0JS�ZIP,.15 i ° 4 O Oo LAKE PHASE 2B-2 15 THE PURPOSE OF THIS PLAT IS TO CREATE 250 RESIDENTIAL LOTS AND 8 COMMON AREA F \ DOC NO 2022 \ 11 6 5 v 43 \ ELECTRIC &GAS SERVICE COSERV > 2 > Eti 03 RY P P�vQ��p 2 � 0 42 7701 SOUTH STEMMONS LOTS FROM 76.295 ACRES OF LAND. UNITED STATES O/AMERICA \ 1 U' f \ PRDCT / / �\� E023 3ls Rv�s'� `' POINT OF 3 CORINTH, TEXAS 76210 LAKE LEWIS\�F �, \ / / c0 NOF G 1,\ ti°,A �1 `'� `N O �,cc Cl BEGINNING PHONE . ZONED SF-4 PER PD-3Z J1� 9P / QOG �� e� • AYj•E 3�36 w e� \NE pgP� Sle AOgI •2A 6'W m > \PON O�y� 8 REMAINDER) ( t6 N6� N6'� '� / TELEPHONE SERVICE- AT&T 77. THIS PLAT HAS A 1:3.28 LOT DENSITY. V . G• �� CA ON THE LAKE LP 2301 RIDGEVIEWDRIVE PLANO, TE XAS 75025 . N0. 2007 8103 & 19 LOTS RANGE iN SIZEFROM 6000 SQUAREFEETTO 13,940 SQUAREFEE .. 2007 41359 RPRDCT ° 10 GiypClO t`�` PHONE (972) 569-3094 �' p / 6d+�o 67sosF 5 9 19. RETAINING WALLS EXCEEDING 4 FEET IN HEIGHT SHALL BE OWNED AND MAINTAINED BY D> 3y55� 6750 SF2I3. SANI7ARYSEWERTOBEHANDLEDBYFAC(LITIESAPPROVEDBYTHETOWNOFUTiLEELM. '1 THE HOMEOWNERS ASSOCIATION (HOA) AND THEIR SUCCESSORS ORASSIGNEES. Gd$' '`� 5p°!' 0.161 AC47023 SF 4. THE MAINTENANCE OF PUBLIC PAVING, DRAINAG& WATER AND WASTEWATER ` 4aO/ �'3$ �C� �3' w'',$ 3 INFRASTRUCTURE IMPROVEMENTS DEDICATED TO THE TOWN OF UT LE ELM PER THIS 20. PORTIONS OF THE SOUTHWESTERN BELL TELEPHONE COMPANYEASEMENT RECORDED IN � >e >bo / PLATIS THE RESPONSIBILITY OF THE TOWN OF UTTLE ELM. VOLUME 773, PAGE 110, RPRDCT' COSERV E ASEMENT RECORDED IN INSTRUMENTNO. O �. / 0.164 AC A O w 4 ?i 3 Q 10 2015-41980, RPRDCT, AND DENTON COUNTY ELECTRIC COOPERATIVE: INC. EASEMENT y�Y� �° i5`' 7139 SF >°= `�' �a� `�° \ / / r.l die/ wU iz Y 3c 14.48' Ag 2 5. ALL LOTS COMPLY WITH THE MINIMUM SIZE REQUIREMENTS OF T74EZONI►VG D►STRICT. RECORDED IN VOLUME 447, PAGE 529, TO BE RELEASED BY SEPARATE INSTRUMETVTST, AS LOCATED ON SUBJECT PROPERTY ARE ZONED (5� j j05y� rM SF w g 6 0+�0 7ua� SF-3 / .y i s, 355E g� g6?1 iEA• 1 6 6. THIS PROPERTY MAYBE SUBJECT TO CHARGES RELATED TO IMPACT FEES AND THE 6 0164 AC w, •.�. py APPLICANT SHOULD CONTACT THE TOWN REGARDING ANYAPPLICABLE FEES DUE bq5 43 SF >w�,j 7 pq\J� �50 \ i2 7 i 1 / dQf �( �00 > 020y�,+1 AC . 8 7. ALL COMMON AREAS WiLL BE OWNED AND MAINTAINED BYTHEHOA/POA / eP \ e�8760 SF >-`% B. NOTICE' SELLING A PORTION OF THIS ADDITION BYMETES AND BOUNDS IS A VIOLATION OF N, 9 Gr /�,\ 14.48 3 TOWN ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF '$ F 'A' G�1 4 w °,+ O'186 AC \ / \ \ / �` 0.155 AC 8100 F 9 � UTILITIES AND BUILDING PERMITS. 5 y °,� 6750SI Ott °1 ,y 0.155AC W G� 10 9. THIS PLAT DOES NOTALTER OR REMOVE EXISTING DEED RESTRICTION$ IFANY, ON THIS SANTIAGO GUARRARA SURVEY / FO$ / 4� m >�5w 6 �d8 �+ 6 6750 6 ' N2� ABSTRACT NO.456 > n\`��J / > 0�. \ / `l,�J" `I 30' DENTON COUNTY ELECTRIC COOPERATIVE PROPERTY P > > >'� iA t67 c}J� 0.155AC y � s 50R' � $`� �' OINC.ESMT-TRACTN0.11,PARCELN0.1 / 1p. 7 w� ay 0.167 AC 7271 SF q- .N 6750 SF Otfrg1 VOL 447, PG. 529 RPRDCT A �� a 7292SF 8.04' `� 65 70. MINIMUM FINISHED FLOOR ELEVATIONS ARE AT LEAST 2 FEETABOVETHE 100 YEAR aP �. '` gd 5 36 ya v rs 5P� R / �` FLOODPLA►N. / �F' / , y ? 0.168AC '�g764AC w g +� .155AC c ij, ° \•B� 8 a 7324141T+L �bq 7342 SF �750 SF14 8100 SF QO NO 2D / bb 64 \ LOT 11. FLOODPLAiN LINE SHOWN IS GRAPHICALLY PLOTTED ACCORDING TO LIMITS AS DESCRIBED �iJ U.200 AC 5y °(y1 GAV AC / > 0 3 �' v G .+FA31� +5� to INFEDERALEMERGENCY MANAGEMENTAGENCY(FEMA)UTTER OFMAPAMENDMENT D G� Q� `dfi 7 � �° 9ti6tfi 81Z6 > 12 �� 1° / 0.2VAC 67 O / LOT 15'0SSID ALKAN O \ s5 6a y , r N 9o19SF 2 u, VISIBILITYESMT. DETERMINATION DOCUMENT (REMOVAL)' - CASE NO.07-06.2475A DATED DECEMBER 11, r .�i q^1 Di / J 50• i /_ / �(.�`L`5 �,+9 / OO \ �g6 AS 8121SF >'r TA C.0 14.48 �d3 +1A 25CA $ SM•� / ( (1VPICAL EX� 1007,ASREVAUDATEDBYFEMA REVAUDATEDLETTERSOFMAPCH4NGEFORDENTON <, j� SHOWNOTH COUNTY, TX' -CASE NO: MICS_16010V,DATED APRiL 19,2011. �� �j01��q�° Q \ (s °,�11 6I yT""A%' �, o�50' 0.173AC N d` O`�J�oP�ory /�,•E^� ��L-\\ s 49 y� °� / 3��2 s.� N `v� \ ��� \ 2 7s16� a• 63 15 12 PERIMETER BOUNDARY CORNERS ARE 518 INCH IRON RODS WITH CAP MARKED BCG a ` AO� >5`� , y, 44A� STREET 70194538-FOUND OR SET, UNLESS NOTED OTHERWISE LOTCORNERSAREVVNCH IRON �° f��O O /ryocN' �O `'� ��.vP55ad �+�� \� g N6 O,ta3AC �• / 15 RODS WITH CAP MARKED BCG 10 194538-SET OR AN 9(' CUT(SET) IN CONCRETE WHEN / / `¢ 9 55 o ?� r3 1 7g67SF RETAINING WALL OR SCREENING FENCE HAS B[RfV PLACED AT THE REAR LOT CORNER A / 5� \ 3 / b�' 2 g'" �R+ 0.165A °L T:'r A0'- 15x1SSID ALKAND 518-INCH IRON ROD MAYBE SET FIVE FEET (5) FROM THE REAR LOT CORNER ON THESIDE / 9 \ OC �, 5 0152AC 72W \ ; 14.84N6� At1 R 1J 62 VISIBILITY ESMT. CALEXCEPTAS LOT LINE / // R O�_ 5� / we0` 3 & E+ 6600SF y)cts>,� ? 0213AC / SHHOOWNOTHERWISEj LOT > 4 0.152 AC v 9268 SF g 3�\+5 E / / LOT 13. PRIVATE COMMON AREAS MAY CONTAIN, EITHER ACROSS OR THROUGH, A PUBLIC TRAIL � // 5�d' $ 0.177 AC 6600SF � 5`':I.3,$D' �� 1g3\'E LAKE PHASE 1 / N.T.s. SYSTEM. // 6' o s 7708SF I(a9 N6 L+ 3 Hn' `03 sr & N5 2q DOC. N0.2015-245 0197ACi7 � �, 158. � � UNITED STATES OF AMERICA <21 `� �� 0.1 1AC o o23'Ac PRDCT 61 / 15 x15 SIDEWALK AND VISIBILITY / 0=001 °03'34" 's+ // 5B• aRF'PEIITT \ 6 fi 74t1s SF �6 �3�" �a560 SF W 5 1024o SF tim ,k/ LAKE LEWISVILLE R=1045.OtY �4` oN SA+q /� R'�4087 ; 6, ©� G � I Nas,5D7•E BB•aRF PETTTT ESMT. AT STREET INTERSECTION / CB=N57°02'52% c?�`e( ' ,° CPS. 10 // �, ,� a6 Eg; 0.294AC N, 17627 RPLs408r ' S� a� � ,' \\ 1za2GSF i o.tmac16 4 CL=19.32' �+ S33 28 56 E $ a // eP 7 � 8319SF m o 227AC " (TYPICAL EXCEPT AS SHOWN OTHERWISE) LU L=19.32' 10,b , 30.00' \ �D��g / \ �s-by M � $ NM01� I > 6 "NSF 60 / (** NOTE: THERE ARE 25'X25' RIGHT-OF-WAY �� SOT / 5� �� \\ "�, ? // 1,18 152'� tz 0.172AC 116.41' I I � 04'E / / 18 DEDICATION CLIPS WITH THE ROCSTREET HILL ° �\ E Q 7472SF15 0.199AC'�� INTERSECTIONS WITH ROCKHILL PARKWAY.) 1 / S42 02 31 E o.zn Ac i e6a7 SF 7 @D / A111 Zod-ems' ` O k , G 195�+ 9456SF ,, M4• I a0 _ `A F y� / 113.65 THE BOARD OF TRUSTEES OF THE LITTLE F G 0b 1 V� ,. s a, ti�b ELM INDEPENDENT SCHOOL DISTRICT • � 9 �q 24' - 139 CALLED12332ACRES A=029 09'23" t5sg ah TTB, S79gg6 59 SO'RDW / LOT 5' 9 LOT LOT S 5 LOT l RPLS 408r ( ) 35.58' ? 14 '4 _ ^ / 19 / O E� ,+�� Y T ys �ODOC. NO. 2018-121058 RPRDCT R=725.00' m N65 0� �e 0.178 AC 8 0.189.- Q / 9- o(�' \\,�• +`xJcp0� A ti5 \ A=023'28'29" CB=N23°21'46"W g 4 Ng9• 774osF s>,5 82245E a S85°49'5%E 11 Q0F 353 tis \ 10 , ss �9�,97s> T o.°66ac ° / s �«t\ / o \>� R=510.00' 0.191 AC h .175 S47 k ' / f dog 1 sF sus aRF 2 .24 �Ci odd` • / ,c�� 5d > ° L=368..97' ere / S7T39 PETITTRPLS 58 / CB=S3018'16"E L=368.93' ` \833tSF 0S 13 7sE zo.97 5/8•CIRF 20 R.O.W. R.O.W. 7200 SF '?o >�\ CL=207.49' N �`', 5��� 4yy / x' T37U2 4aar PETrrr RPLS / . , g` 2 \.^ G 0.189 AC 407. o13aAc ss74rrwi24e L=208.95 6� 76865F •9 S601121 E / aG\!� O tA` / ,�c+i' 600o sx e m �?, s\ O6o,A y 12 �' c4 7 00. �. r > azazsF 50.30' JP\�OG 00� a 0.,38AC y `� > Y �f- 5' \! ( SSE 0218AC w, �� I9� F yam/. LOT LOT LOT LOT o a0. y1 5� d��gT °d 6000sF 2 ✓✓!a 1 X 95M SF - t% •'S ^' • 5' 5• 1 °' OG' •36 ro tA°dtieey �, so• 10 t1.s4' `+/ O S14 40 ITE 0.138 AC A 3 $ > / \ aj 1.806 AC/ 78675 SF 5B' CIFiF'PETRT b1 Pp' O� S64'20'53 E • b b " RPLS so• !y o.t59AC > 50.96 � '`$0►y„9y'L 1�� / �o.t3eaC y�� �> 50�� \ \'\pig oPB+sroacE sB•aRF•PEmr �=015°2518 6936SF � sat•ara:/ • 21 E� 0 5 s ' sa.tr L '�, � 2,.87 p0 4 gt \ R=375.00' _ 5 ✓ ��� 57X S00 0226W R.O.W. N.T.S. R.O.W. k �. RPLs 4o3r N08 47 05"W � i 1 •PETIT'T RPLs ,�7S / ► / $> O N2o as4sw CB=N77°51'36"E 19STORMSEMESWT I I 58.11' o o ' / s 0.1s9AC �'�r 39.41' �,\- ,��,• / s+ a143 ac 5 �/' R O N / +oA• aY A .aq• , ,/'59.sa' CL=1oo.63' ,ssivsrARYaEWEREarrt 15WATB2LNEESAfT (9YSfPARATEaiST.) •a� �� tis ���, �17�,0�, TYPICAL 10 x10 �y`1• 62a9sF ?o E di' /\ + \ -9 \\ o L=100.93' (BTstraaTEOLsr.) (BYSEPMIATEINST.) RPISaoer z i '�^' �o �t o.,42ac , 6 $' yr3" / d1 w 2G•,s9SF ' �" pEnTTF CN`1 A TRANSFORMER PAD ESMT. G.173 ACT !/ `k / �' sB aRF V I ` G\ / > Aq• 6169 SF > ,3 / , \ SF 'PET11-T RPLS •PETTIT aFts I��%N, w float / ►qa 6169SF o00 Sp m �/ rqaifi �`11° s i'r \ +35 1n 5� R RIOLA DRIVE _ -- gads 4 13 `£� A e 4°s7 pR�v / 31 0.142AC 2? �> / 0 , 1 s a cl PETTTT - �-1 suE 91 5U. %�` ° S83°2748'E 31.28' / 1200' 8 k > Oa' ? 0A ` Rq3 ' - ---------'-" -- sas34'1sw s44.17 -s0.00 s0.o0- 14 w� 6917S�F / 6169 SF 20� / ?•+0' LL 50' 'ct` � �, 6527 SF,+3� / / •500� O.i4oAC 1+P 42 >>{ °e os� a9 . A=90.0TV o •y1� 0.ts9Ac �, E ��ai 0.138AC y,�t02>�0.139ac 0.144A y R2s.oa N'10 `_soarer i3aaC W -W� 18 • <g17 g 15 g` 6917SF 3 ui 6M SF 10 k/ �" / 43 y `39 6 L�=S64.5103•E C P�` -73. W W 6000 SF W Q O b o N N 16 r > a > r �65U SF O \t� AC w n - o $ N o W 0.159 AC �}$ 1 X 26 SL 54 0138 AC y� o �' ? 6000 9 M CL 35 36 / 19 81 y v� - b o o c N Eb / O c At1/ 9� W W O ,n� NC N n� > v 11 . 2, O.t38AC k $ < \T 10 0. ?; wS 4A g6aoosF b < 0 • 19 N N o159AC 6917SF 6 57 56 6000 SF o 9i G1 / > ga G1' 1 ! +. N+37 0 / 5 VE F A3 6 `� b o N o c N o 22 v" , 2 v N 0.147 ACS++ 55 / �• `� 44 " � s �• , ,- =39.27 W � - �, ,� - �, N o gg e'0 'O3 12ar .�00 ? ? 6000 SF �'0� w �{L m ` 113 aC r b v o N 24 • 0 23 N 'v �" 7n 0.000 AC 6917 OU- / D d. 0.138 AC ( qld \5a0 1A n / \71 • �`ui id o 27 fn c 26 N o 25 a N o ' 0.138 AC 0.138 AC 6000 1gE 2 �' Od ••� 1r ✓ Og �' b• $ 28 N o N N •v %= $ v _ ,n 0.138AC 15' 00- tl'S4 / ao v O 0.173AC 381786 (� / 5� �jJ c* 1i'5 _ 0 6000SF 60lmSF -66 N1 �/ o [V 2 0142AC �, 1q�� 75445E 94 6Gy o 3 ;+ N 0.138AC ,n 0.138AC 60WSF 3910E Di1A�MAGGEEAEASMENT F ">� QpFc �0+• °, y �50 eta , G.167AC 0.138AC 0.133AC 50.00 N7- d3 46 '� �6,1G sF �' s" o srv+ y ,• 29 boo sF O 6G� sF soar 30 �0.155AC`n 7269SF 6005 6000SF 50.00 SO.ar SO.ar 50.00 �> a ?o i 0.142AC w $ y 50.ar N8534'1SE / N83'S823'E O� d4 :. �e�� 0196AC 2500 A +. �,1v 31 �' �Q153AC�' 6745SF �.00 50.00 S°.00 5853415W SOO.ODI 29.04 27.6°- `' 61705F �6 8525SF o b 46` / 'PETITTRPLS /r / ( 5/8' alff ?o > D a r 37 ds cn �+ 32 s N b649 SF 7s E float se r 1 ARKS til9'04 ZONE X b 'P 14.67 `mac 48 &� 51 ep"o �'� 35.4a' y `4! "• 1 0.140AC so > / +� > o. 42AC ef3 `'� �s O 4 1- 33 s N gt (SEE NOTE #11) pd� $ 0.142AC 6170SF �59 �a`�y'$ (t 9' `o < a r0.141AC 6112SF 5A N71'211A'E -� _� �. > s49 i8 6,7osF 51°'?A �. =i `R'�' '3 0. 34wo % 6156SF 0�� &61 FLOODP I / oA F 36 t; w r o.lazac �A �vN � �, 6144 AC + 6201 sF o� - 5 EL = LIN f DOC. N0. 2018 62 PRDCT '� 50 \ o " to ND / E I VALENCIA ON THE LAKE PHASE 2A •�• > q•3 o.l9oac •- � 35 a �' „�• bey'' (sL;E �?T � / ? " 6144 SF 5L 5+^c / oL 0.148 AC o �0 0.138 AC Ac(D -^� 8280 SF y 0.185 AC `e 6448 SF 0� 59 ° / NOTE # tig }ysri $ ?'6000SF Nb'' 4? `0 N / 17) �\ �' o 52 gay 0.138AC 11 g3 7D°� ZONEA i N 1X i > ix OPEN GE EA ANDSEE NOTE #11 DRAINAGE ESMT 5�9, o `" 6000SF 1 / 30.6T' 49.45 1AW BFE=537 t7: OPEN SPACE& �-� g+• 0.165AC �i � az .�- O 6. N85'S6'06'E �-� ( ) \ 7MOSF 5p +60. D c� DRAINAGE .33� �� USACOE POST FND. CJP-513� V' 0.217 AC N� '$,> USACOEFENCE 2t1.t 65 AC! 878393 SF �O 4456 SF l `+ °807b 5 r4 TELEPHONEW CO �E N BELL 4i8 11 S8 3 j •w 203.63 � D. 5� W POST END. (JRSD� � • & G N 20.on qe 0.140AC 'g, / VOL 7", PG.110 RPRDCT 2 m-62.83. +1� . 6109 SF I 16 Gc°\� 55 9't +36� USACOE FENCE POST '�•63 - N64.1040 10.00 ` RP 60 0.174AC 56 % N 3 h0p0� 3` 75/1+LSD/ h � �E + USACOE FENCE POST N ES52'5M r 29.87 FND. rJ-809-2•2I UNITED STATES OF AMERICA LAKE LEWISVILLE SANTIAGO GUARRARA SURVEY -• ABSTRACT NO.456 HS EE_T 2 _ l > L�J KEY MAP (NOT TO SCALE) II Ii 2T SOUTHWESTERN BELL TELEPHONE CO. (DBAAT&T TEXAS) ESMT I I INST. NO.2016-4677 RPRDCT- t-� , FND. r.F809-2-30) UNITED STATES OF AMERICA LAKE LEWISVILLE CURVE TABLE Curve # Delta Radius Length Chord Bear Chord Length Cl 006.36'01' 2020.00' 232.70' S60'52'40'W 232.57' C2 019'21'19' 1170.00' 395.2N S73'51'20'W 393.36' C3 044'38'17' 1490.00' 1160.83' S61.12'50'W 1131.70' C4 054'01'57' 1200.00' 1131.66 S56'31'01'W 1090.18' C5 012'34'18' 250.00' 54.86 N26'08'12'W 54.74' C6 108'09'31' 350.00' 660.70' S31'2979'W 566.88' C7 015'2618' 350.00' 94.21' S77.51'36'W 93.92' C8 029'09'23' 750.00' 381.66' S23'21'46'E 377.56 C9 015'25'17' 845.00' 227.44' N59'42'05'E 226.76 C71 015'24107 1165.00' 313.18' S59'4239W 31224' C13 270'00'00' 60.00' 282.74' N38'3TOO'E 84.85' C14 310'45'05- 60.00' 325AT N73'53'28'E 50.00' C15 269'58'59' 60.00' 28273' S70'48'49'E 84.87' C16 270'00'00' 60.00' 282.74' N19'10'4D'E 84.85' C17 157'06'53' 60.00' 164.53' S64°51'03•E 117.61' LINE TABLE LINE # BEARING DISTANCE Li S26ro642E 20.00' L2 N63'52'30'E 50A0 L3 N26'0542W 20.00' L4 S16'06'32E 20.W L5 N73'53'28'E 50.00' Lb N16'0632'W 20.00' L9 S47'06M'E 13.70' L70 N47'06'OrW I 20.94' sib• CIRF •PET TT RPLS 408r - UNITED STATES OF AMERICA USACOE FENCE POST LAKE LEWISVILLE FND. PJx5I OWNER: VALENCIA ON THE LAKE 2B2 AND 4, LLC 1800 VALLEY VIEW LANE, SUITE 300 FARMERS BRANCH, TEXAS 75234 PHONE (469)892-7200 CONTACT: MEHRDAD MOAYEDI EMAIL: JACK@CENTURIONAMERICAN.COM RPLS OF RECORD: JIMMIE D. NICHOLS REGISTERED PROFESSIONAL LAND SURVEYOR NO, 5184 EMAIL: JNICHOLS@BARRAZAGROUP.COM 377 LIBERTY 2931 424 m W z P FISHTRA ROAD m i w 385 380 I HWY 0 ak Gmve Cemetery 720 Loyd Z �0 GPI 423 OCemetery GIBBSRD YD a ail �0 � PMBcw (flake I N ake e. Reservoe o PROJECT0 SITE VICINITY MAP (NOT TO SCALE) 0 100 200 SCALE 1'=100' LEGEND UE UTILITY EASEMENT DE DRAINAGE EASEMENT WME WALL MAINTENANCE EASEMENT LSE LANDSCAPING EASEMENT AE ACCESS EASEMENT SSE SANITARY SEWER EASEMENT BL BUILDING SETBACK LINE ROW RIGHT-OF-WAY ESMT EASEMENT RP RADIUS POINT S&E SAVE AND EXCEPT HOA HOMEOWNERS ASSOCIATION CIRF CAPPED IRON ROD FOUND IRF IRON ROD FOUND USACOE CORPS OF ENGINEERS MONUMENT CIRS 5/84NCH IRON ROD WITH PLASTIC CAP STAMPED 'BCG 10194538" SET RPRDCT REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS PRDCT PLAT RECORDS OF DENTON COUNTY, TEXAS DOC. NO. DOCUMENT NUMBER INST_ NO. INSTRUMENT NUMBER ® DESIGNATES BLOCK NUMBER Q DENOTES STREET NAME CHANGE THE PURPOSE OF THiS PLAT IS TO CREATE 250 RESIDENTIAL LOTS AND 8 COMMON AREA LOTS FROM 76.295 ACRES OF LAND. FINAL PLAT 76.295 ACRES 250 RESIDENTIAL LOTS 8 COMMON AREA LOTS LOTS 1-9 AND LOT 1X, BLOCK A, LOTS 1-15, BLOCK B, LOTS 1-17, BLOCK C, LOTS 1-56 AND LOTS 1 X-2X, BLOCK D, LOTS 1-26 AND LOT 1X, BLOCK E, LOTS 1-12, BLOCK F, LOTS 1-14, BLOCK G, LOTS 1-18 AND LOT 1X, BLOCK H, LOTS 1-31, BLOCK I, LOTS 1-18, AND LOT 1X, BLOCK LOTS 1-10 AND LOTS 22-33, BLOCK K, LOTS 1-12, LOT 1X, BLOCK L AND LOT 1X, BLOCK T RIGHT-OF-WAY AREA OF 12.158 ACRES SITUATED IN THE ALEXANDER COOPER SURVEY, ABSTRACT NO. 250, PIERCE FULGHUM SURVEY, ABSTRACT NO.427, SANTIAGO GUARRARA SURVEY, ABSTRACT NO.456 AND TEODORO RODRIGUEZ SURVEY, ABSTRACT NO. 1068 THE TOWN OF LITTLE ELM DENTON COUNTY, TEXAS BARRAZA CONSULTING GROUP, LLC Filed for Record in the Official Records Of: Denton County TBPLS FIRM REG. NO.10194538 On: 8/29/2023 3:05:48 PM TBPE FIRM REG. NO.20683 In the PLAT Records 801 EAST CAMPBELL ROAD, STE. 650 VALENCIA ON THE LAKE PHASE 4 RICHARDSON, TEXAS 75081 Doc Number: 2023-304 TELEPHONE - 214-484-7055 CD Number of Pages: 4 t Amount: 200.00 , PROJECT N0.2019004-04A 0 der#: DATE: August 12, 2023 J By: FZ Q PAGE 1 OF 4 ai SANTIAGO GUARRARA SURVEY » ABSTRACT NO.456 TEODORO RODRIGUQ SURVEY 0 > - -ABSTRACT N0.1068 0. y I UNITED STATES OF AMERICA LAKE LEWISVILLE \N owl 0.13a AC 1r1' 6ff G\P O tiOp,�3c,9 �p p1 c�E� 0.138 AC 60005E $ \ � N° �° / R P 6 Io°� �Pp j3 0138 AC 6000 SF 1, \ po / ` j ` ` Q PP��S 6p°� °° 6000 SF > a 14 \ 7 3U \ `. c1(#•QE �`,1yv ^ \((P� 93. 6000SF sa 15 \ \ 1 X 5�40� / ROCi / sePcw �° / / 0.138AC o \ \� \ ai Ac 60005E 16/ ��- 37 \ / i 6afo SF �s17 \ \ OPEN SPACE & ° / - 's o / 36 / DRAINAGE ESMT ` __ ! \ .BBa 16 / / 0.138AC `jo' v 18 Sn 35 /� s'y (REMAINDER) ALP D g5• d a� / Aso 60DOsF / 34 / / / Q 5 -( gAONTHE 103& sla �l%9 B elg w / o.,36ac y�, o� 19 VAL OC NO.2007 8 vEt ,oel �S / / 6000 20 33 / \ 2 \� /' GD / ° 0 y007 41359 DOC- �- t� C�- q3• / ,� > 60 22 \ 32 / / 1 \ M \ R-995.0u . 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BURGENT LU A9 eels 6357Sf 3.- S76'°47'26'W 'VI/ / S$3°41'13°W VOL. 603, PG. 591 RPRDCT 6288 SF 7.38 27 14.9T , 'N' CRS \ 2s b b4 �lk62845F 10 $ 6357SF 9t CL=25.42' � .�, 10 °�'A`aa �, o.,Mac � / '� L=25.42' sp G s39'sTs6w �"O.,MAC, tg� 6284SF `� , qq�'� o.la7AU 35� S62°12'32'W p > >� 25T` 6zea�Fb °�°'� �.'p 11 `� 6418 SF �a Z �• �( bA �o 0.145 AC Sys crs 0=002°1105" clzs �ti1" '?o 6304SF 65.93' R=1465.00' 25 e a146AC Agos Cm S58°37'41'W CB=S39°59'14"W 0.144 Ac �' e si.'k 63s7 SF 65.93' C81S atMSF , ♦ .�" 's 13 16.W CL=55.86' N39°57'56"E 6282 ?°q, / 47AC'•'o at46AC 6 cols S55°02'48W L=55.86' 52.33' 4s, 24 �� ,�5 4 fi n SFs, 65.93' N37°40'44"E cl:s 6•ze1 SF CIRS S51 °27'55'VV ALEXANDER COOPER SURVEY 'Os�' O » ABSTRACT NO. 250 54.90 H� 3 ��� :� lea 6Ai f,"5t4sac 65.93' N35°24'03'E o.1MAC �7g 79 / �`h 6313SF S47°53'03"W 54.92' ces 6284SF22 yam. �,a ,�, 16 14.6T cnRs 65.93' 17�6g06370 CIRS S44°05'22W =004°40'19" O' cm b zo�O 0M SF '`'" 65.92 R=1225.OV ' '' 19.41' ,�` S40°41'27"W CB=N31°5W12"E 180.,eoac cots 65.90' CL=99.86' �Z4Q7 782, SF (REMAINDER) \ -14 1 's ag S36°5842'W VALENCIA ON THE LAKE 2B2 AND 4, LLC \ `Et e�f�r L=99.89' c 1 cells ,9F'4\ , 79.39' TRACT 0 ��7F 'mc4 qR +JI eS S56°44'18"E (CALLED 139.705ACRES) \ \ � 1� N60°29'58"VU z4 7 C�� s �5 °� 25.00' DOC. NO. 2021-157901 RPRDCT 50.00' CIRS \ \ 0=002°32'30" CIRS S33°15'42W 50.00 (REMAINDER) \ CB=S30°4617W VALENCIA ON THE LAKE 2B2 AND 4, LLC N JCL=52.12' TRACT It Oftk2.13' (CALLED 139.705ACRES) CLIFFORD E BURGENT & DOC. NO. 2021-157901 RPRDCT \ NORMA J. BURGENT -�,VOL. 603, PG. 591 RPRDCT ru LOT LOT m 15x15SID ALKAN VIS IBamESMr. (TYPICAL EXCEPT AS ! Pn SHOWN OTHERWISE) 15 STREET 15 1SX15SID ALKAND__VK VISIBILITY ESMT. (TYPICAL EXCEPTAS LOT SHOWN OTHERWISE) LOT N.T.S. 15'x15' SIDEWALK AND VISIBILITY ESMT. AT STREET INTERSECTION (TYPICAL EXCEPT AS SHOWN OTHERWISE) (** NOTE: THERE ARE 26x25' RIGHT-0FWAY DEDICATION CLIPS AT THE STREET INTERSECTIONS WITH ROCKHILL PARKWAY.) LOT LOT LOT LOT 5' S 5 5 0 0 R.O.W. R.O.W. LOT LOT LOT LOT 5 5 10' 0 0 RO.W. N.T.S. R.O.W. TYPICAL 1 O'x10' TRANSFORMER PAD ESMT. 75.42' p/ / p / 103.01' (CURRENT DEED) ox I S72°57'05'W BASF' DOECREEKLAKEFRONT, LLC a 65.93' / e �q / INST. N0.2020 210022 RPRDCT y S69°22'147W 65.93' '�-,_S65°47'22'W 65.9V 41 v Qa � e4v v /�b a�b� \ I 0o as , �' / i / a W N' M 2 o Q•Q� 1rz'IRF /ate / Q`� .r UNITED STATES OF AMERICA LAKE LEWISVILLE iz / I 0 LINE TABLE LINE # BEARING DISTANCE L1 S26'0542'E 20.00' L2 N63'5730'E 50.00 L3 N26'054TW 20.09 L4 S16'06'3TE 20.0Q' L5 N73'S3'28'E 50.00 L6 N16'06'32'W 20.W L9 S4706.08'E 13.70' L10 I N47'0608'W 20.94 USACOE MON. FND.(DISTURBED) ( 5� RP mo, / FLOODPLAIN LINE ELEV = 537 / (SEE NOTE #11) 3hE ZONEA w / / BFE=537 W (SEE NOTE #11) Uj I OPENSPACEAND DRAINAGE EASMENT (n �T SANTIAGO GUARRARA SURVEY Iii 1 I » ABSTRACT NO.456 USACOE FENCE POST LU FND. (•J4M2-11 (APPROXIMATE SURVEY LINE Z N88° 3 22 W 37 .76' - J I UNITED STATES OF AMERICA U LAKE LEWISVILLE Q PIERCE FULGHUM SURVEY » ABSTRACT NO.427 \ S83'31'59w '\ 727 1/1•FF CORIiERA DRIVE\�y RP °a t= I e$ o�GjN /e a 55.16 1X . .Q O� Q '� o WN /3.87 - = _ CIRS i Q44''k CURVE TABLE Curve # Delta Radius Length Chord Bear Chord Length C1 006'36'01' 2020.00' 232.70' S60'52'40'W 232.57 C2 019'21'19' 1170.00' 395.24' S73'51'20'W 393.36' C3 04438'1T 1490.00' 1160.83' S61'12'S0'W 1131.70' C4 054'01'5T 1200.00' 1131.66 S56'31'01'W 1090.18' C5 012"3N18" 250.00' 54.86 N26.08'12'W 54.7N C6 108'09'31' 350.00' 660.70' S31'29'29W 566.88' C7 015'25'18" 350.00' 94.21' S77'51'36W 93.92' C8 029'09'23' 750.00' 381.66' S23-21-46-E 377.56 C9 015'25'17" 845A0' 227.44' N59'42'05'E 226.75' C11 015'24'10" 1165.00' 313.18' S59°42'39'W 312.24' C13 270'00'00' 60.00' 282.74' N38'32'00'E 84.85' C14 310°45'05' 60.00' 325.47 N73'53'28'E 50.00' C15 269'58'59' 60.00' 282.73' S70'48'49'E 84.87 C16 270'00'00' 60.00' 282.74' N19'10'40'E 84.85, C17 157'06'53' 60.00' 164.53' S64'5VOTE 117.61' DETAIL "A" OWNER: VALENCIA ON THE LAKE 282 AND 4, LLC 1800 VALLEY VIEW LANE, SUITE 300 FARMERS BRANCH, TEXAS 75234 PHONE (469)892-7200 CONTACT: MEHRDAD MOAYEDI EMAIL: JACK@CENTURIONAMERICAN.COM RPLS OF RECORD: JIMMIE D. NICHOLS REGISTERED PROFESSIONAL LAND SURVEYOR NO.5184 EMAIL JNICHOLS@BARRAZA-GROUP.COM n SHEET 2 arziij, Reservoir � '1I SHEET 1 _ �\ - V KEY MAP (NOT TO SCALE) PROJECT SITE / VICINITY MAP (NOT TO SCALE) LEGEND UE UTILITY EASEMENT DE DRAINAGE EASEMENT WME WALL MAINTENANCE EASEMENT LSE LANDSCAPING EASEMENT AE ACCESS EASEMENT SSE SANITARY SEWER EASEMENT BL BUILDING SETBACK LINE ROW RIGHT-OF-WAY ESMT EASEMENT RP RADIUS POINT S&E SAVE AND EXCEPT HOA HOMEOWNERS ASSOCIATION CIRF CAPPED IRON ROD FOUND IRF IRON ROD FOUND USACOE CORPS OF ENGINEERS MONUMENT CIRS 5/8-INCH IRON ROD WITH PLASTIC CAP STAMPED 'BCG 10194538' SET RPRDCT REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS PRDCT PLAT RECORDS OF DENTON COUNTY, TEXAS DOC. NO. DOCUMENT NUMBER INST. NO. INSTRUMENT NUMBER ® DESIGNATES BLOCK NUMBER O DENOTES STREET NAME CHANGE THE PURPOSE OF THIS PLAT 1S TO CREATE 250 RESIDENTIAL LOTS AND 8 COMMON AREA LOTS FROM 76.295 ACRES OF LAND. 76.295 ACRES 250 RESIDENTIAL LOTS 8 COMMON AREA LOTS LOTS 1-9 AND LOT 1X, BLOCK A, LOTS 1-15, BLOCK B, LOTS 1-17, BLOCK C, LOTS 1-56 AND LOTS 1X-2X, BLOCK D, LOTS 1-26 AND LOT 1X, BLOCK E, LOTS 1-12, BLOCK F, LOTS 1-14, BLOCK G, LOTS 1-18 AND LOT 1X, BLOCK H, LOTS 1-31, BLOCK I, LOTS 1-18, AND LOT 1X, BLOCK J, LOTS 1-10 AND LOTS 22-33, BLOCK K, LOTS 1-12, LOT 1 X, BLOCK LAND LOT 1 X, BLOCK T RIGHT-OF-WAY AREA OF 12.158 ACRES SITUATED IN THE ALEXANDER COOPER SURVEY, ABSTRACT NO. 250, PIERCE FULGHUM SURVEY, ABSTRACT NO.427, SANTIAGO GUARRARA SURVEY, ABSTRACT NO.456 AND TEODORO RODRIGUEZ SURVEY, ABSTRACT NO.1068 THE TOWN OF LITTLE ELM DENTON COUNTY, TEXAS N »� BARRA7A CONSULTING GROUP, LLC TBPLS FIRM REG. NO.10194538 TBPE FIRM REG. NO.20683 801 EAST CAMPBELL ROAD, STE. 650 RICHARDSON, TEXAS 75081 TELEPHONE - (214)-484-7055 PROJECT NO.2019004-04A c c DATE: August 12, 2023 .' w PAGE 2 OF 4 Q a) OWNERS ACKNOWLEDGEMENT AND DEDICATION STATE OF TEXAS COUNTY OF DENTON I (we), the undersigned, owner(s) of the land shown on this plat within the area described by metes and bounds as follows: WHEREAS Valencia On The Lake 2B2 and 4, LLC, is the owner of that certain tract of land situated in the Alexander Cooper Survey, Abstract No. 250, the Pierce Fulghum Survey, Abstract No. 427, the Santiago Guarrara Survey, Abstract No. 456, and the Teodoro Rodriguez Survey, Abstract No.1068, in the Town of Little Elm, Denton County, Texas, and being part of that certain called 139.705 acre tract of land described as Tract 11 in deed to Valencia On The Lake 2132 and 4, LLC, recorded in Document No. 2021-157901 of the Real Property Records of Denton County, Texas (RPRDCT), and being more particularly described as follows: BEGINNING at a 5/8-inch iron rod with cap stamped 'PETITT RPLS 4087' found at the northwest comer of Valencia on the Lake Phase 1, an addition to the Town of Little Elm, Texas according to Final Plat recorded in Document No. 2015-245 of the Plat Records of Denton County, Texas (PRDCT), and being a southerly corner of that certain tract of land described in deed to the Town of Little Elm (Rockhill Parkway - called 90 foot right -of --way) recorded in Document No. 2014-31379, RPRDCT; THENCE with the southwesterly line of said Valencia on the Lake Phase 1, the following courses to 5/8-inch iron rods with cap stamped "PETITT RPLS 4087' found for corner. South 22*35'16' East, a distance of 515.00 feet, North 67"2N44' East, a distance of 200.32 feet South 22'35'1 C East, a distance of 312.29 feet South 17*0519* West, a distance of 283.91 feet, South 85°49'57" East, a distance of 23.24 feet; South 60°71'21' East, a distance of 50.30 feet South 14*40'15' East, a distance of 50.96 feet South 00°02'26' West, a distance of 39.41 feet South 83°27'48' East, a distance of 31.28 feet And South 04"48'46' East, a distance of 195.51 feet THENCE South 18°25'34' East, passing at a distance of 51.10 feet the southwest corner of said Valencia on the Lake Phase 1, and continuing with the westerly line of Valencia on the Lake Phase 2A, an addition to the Town of Little Elm, Texas according to Final Plat recorded in Document No. 2018-62, PRDCT, in all, a total distance of 267.83 feet to a 5/8-inch iron rod with cap stamped 'PETITT RPLS 4087' found for comer at the southwest comer of said Valencia on the Lake Phase 2A, and being located on the northerly 'Take Line' of Lake Lewisville, THENCE with said northerly 'Take Line' of Lake Lewisville, the following courses: South 62°23'06' West, a distance of 242.31 feet to a United States of America Corps of Engineers (USACOE) fence post marked JP-5E found for corner, North 30*0210' West, a distance of 182.02 feet to a USACOE fence post marked JP-5F found for corner, North 7758'31' West, a distance of 203.63 feet to a USACOE fence post marked JP-5G found for comer, South 67*53'16' West, a distance of 253.98 feet to a USACOE monument marked J-809-2-3 found for corner, South 85°20'52' West, a distance of 1000.03 feet to a USACOE monument marked J-809-2 2 found for comer, South 60°04'23' West, a distance of 742.15 feet to a USACOE monument marked J-809-2-1 found for corner, And North 88*13'22' West, a distance of 373.76 feet to a USACOE monument (disturbed) found for the northeast comer of that certain tract of land described in deed to Clifford E. Burgent, and Norma J. Burgent recorded in Volume 603, Page 591, RPRDCT; THENCE with a northerly and westerly line of said Burgent tract, the following courses: North 89*11'54' West, a distance of 526.42 feet to a 1/2-inch iron rod found for comer, And South 25*56'18' West, a distance of 159.30 feet to a 5/8-inch iron rod with cap stamped'BCG 10194538' set for comer, from which a 1 Anch iron rod found at an 'ell'comer of said Burgent tract bears South 25*56'18" West, a distance of 1082.82 feet THENCE leaving said westerly line of the Burgent tract, and over and across said Tract 11, the following courses to 5/8Anch iron rods with cap stamped'BCG 10194538* set for comer. South 83*41'13' West, a distance of 103.01 feet South 81 *03'17' West, a distance of 81.57 feet; South 76°47'26' West, a distance of 75.42 feet; South 72°57'05' West, a distance of 65.93 feet; South 69*22'14' West, a distance of 65.93 feet South 65°4722' West, a distance of 65.93 feet; South 62*12'32' West, a distance of 65.93 feet; South 58'37'41' West, a distance of 65.93 feet, South 55°02'48' West, a distance of 65.93 feet; South 51'2755' West, a distance of 65.93 feet, South 47°53'03" West, a distance of 65.93 feet; South 44°05'22' West, a distance of 65.92 feet; South 40°41'27' West, a distance of 65.90 feet; South 36°58'42' West, a distance of 79.39 feet, South 56*44'18' East, a distance of 25.00 feet South 33*15'42' West, a distance of 50.00 feet North 56*44'18' West, a distance of 145.03 feet, said iron rod being the beginning of a non -tangent curve to the left Southwesterly, with said curve which has a central angle of 02°32'30', a radius of 1175.00 feet, a chord which bears South 30°46'1 T West, a distance of 52.12 feet, and an arc length of 52.13 feet to the end of said curve, North 60°29'58' West, a distance of 50.00 feet, said iron rod being the beginning of a non -tangent curve to the right; Northeasterly, with said curve which has a central angle of 04*4019', a radius of 1225.00 feet, a chord which bears North 31 °50'1 T East, a distance of 99.86 feet, and an arc length of 99.89 feet to the end of said curve, North 55*50'15' West, a distance of 120.00 feet North 35°24'03' East, a distance of 54.92 feet North 37°40'44' East, a distance of 54.90 feet; North 39°5756' East, a distance of 52.33 feet; North 48*55'13' West, a distance of 120.05 feet, said iron rod being the beginning of a non -tangent curve to the left, Southwesterly, with said curve which has a central angle of 02*1 VOW, a radius of 1465.00 feet, a chord which bears South 39*59'14! West, a distance of 55.86 feet, and an arc length of 55.86 feet to the end of said curve; North 51 °06'18' West, a distance of 50.00 feet, said iron rod being the beginning of a non tangent curve to the right Northeasterly, with said curve which has a central angle of 00°5741', a radius of 1515.00 feet, a chord which bears North 39°22'32' East, a distance of 25.42 feet, and an arc length of 25.42 feet to the end of said curve; And North 50'08'37' West, a distance of 150.00 feet, said iron rod being located on said southerly right-of-way line of Rockhill Parkway, and being the beginning of a non tangent curve to the right THENCE with said southerly right-of-way line of Rockhill Parkway, the following courses to 5/8-inch iron rods with cap stamped 'PETITT RPLS 4087' found for corner. Northeasterly, with said curve which has a central angle of 23°09'32', a radius of 1665.00 feet, a chord which bears North 51*2609' East, a distance of 668.42 feet, and an arc length of 672.99 feet to the end of said curve, South 26°05'42' East, a distance of 20.00 feet North 63°52'30' East, a distance of 50.00 feet, North 26°05'42' West, a distance of 20.00 feet, said iron rod being the beginning of a non -tangent curve to the right Northeasterly, with said curve which has a central angle of 18°47'50', a radius of 1665.00 feet, a chord which bears North 74°08'04' East, a distance of 543.80 feet, and an arc length of 546.25 feet to the end of said curve; North 83°31'59' East, a distance of 302.69 feet, said iron rod being the beginning of a tangent curve to the left Northeasterly, with said curve which has a central angle of 08*12'08', a radius of 995.00 feet, a chord which bears North 79°2655' East, a distance of 142.32 feet, and an arc length of 142.44 feet to the end of said curve, South 16*0632' East, a distance of 20.00 feet North 73°53'28' East, a distance of 50.00 feet; North 16°06'32' West, a distance of 20.00 feet, said iron rod being the beginning of a non -tangent curve to the left Northeasterly, with said curve which has a central angle of 08°16'25', a radius of 995.00 feet, a chord which bears North 68*18'52' East, a distance of 143.55 feet, and an arc length of 143.68 feet to the end of said curve; North 64*10'40' East, a distance of 689.07 feet, said iron rod being the beginning of a tangent curve to the left; Northeasterly, with said curve which has a central angle of 06°36'01', a radius of 1845.00 feet, a chord which bears North 60°52'40" East, a distance of 212.42 feet, and an arc length of 212.54 feet to the end of said curve; North 57°34'39' East, a distance of 457.24 feet, said iron rod being the beginning of a tangent curve to the left And northeasterly, with said curve which has a central angle of 01 °03'34', a radius of 1045.00 feet, a chord which bears North 57°02'52' East, a distance of 19.32 feet, and an are length of 19.32 feet to the end of said curve, and being the most westerly comer of that certain tract of land described in deed to The Board of Trustees of the Little Elm Independent School District recorded in Document No. 2018-121058, RPRDCT; THENCE leaving said southerly right -of --way line of Rockhill Parkway, and with the southerly and easterly lines of The Board of Trustees of the Little Elm Independent School District tract, the following courses to 5/8Anch iron rods with cap stamped 'PETITT RPLS 4087" found for comer, South 33'28'56' East, a distance of 30.00 feet; South 42°02'31' East, a distance of 113.65 feet, said iron rod being the beginning of a tangent curve to the right, Southeasterly, with said curve which has a central angle of 23°28'29', a radius of 510.00 feet, a chord which bears South 30°18'16' East, a distance of 207.49 feet, and an arc length of 208.95 feet to the end of said curve, South 18*34'02* East, a distance of 165.01 feet North 70°08'57' East, a distance of 151.64 feet, said iron rod being the beginning of a tangent curve to the right Northeasterly, with said curve which has a central angle of 15*2618% a radius of 375.00 feet, a chord which bears North 77°51'36' East, a distance of 100.63 feet, and an are length of 100.93 feet to the end of said curve; North 85°3N15' East, a distance of 543.85 feet North 08°47'05' West, a distance of 58.11 feet, said iron rod being the beginning of a tangent curve to the left Northwesterly, with said curve which has a central angle of 29°09'23", a radius of 725.00 feet, a chord which bears North 23°21'46' West, a distance of 364.97 feet, and an arc length of 368.93 feet to the end of said curve, And North 37°56'28' West, a distance of 531.27 feet, said iron rod being located on said southerly right-of-way line of Rockhill Parkway, and being the beginning of a non tangent curve to the right; THENCE with said southerly right-of-way line of Rockhill Parkway, the following courses to 5/8-inch iron rods with cap stamped 'PETITT RPLS 4087' found for corner. Northeasterly, with said curve which has a central angle of 16'24'39', a radius of 1355.00 feet, a chord which bears North 59*12'24' East, a distance of 386.78 feet, and an are length of 388.10 feet to the end of said curve; North 67°2N45' East, a distance of 175.53 feet; And South 22*35'16" East, a distance of 20.00 feet to the POINT OF BEGINNING, and containing an area of 76.295 acres of land. And designed herein as the VALENCIA ON THE LAKE PHASE 4A, subdivision to the Town of Little Elm, Texas, and whose name is subscribed hereto, hereby dedicated to the public use forever by fee simple title, free and clear of all liens and encumbrances, all streets, thoroughfares, alleys, parks, and trails, and to the public use forever easements for sidewalks, storm drainage facilities, floodways, water mains, wastewater mains and other utilities, and any other property necessary to serve the plat and to implement the requirements of the platting ordinances, rules, and regulations thereon shown for the purpose and consideration therein expressed. Witness my hand this = day of 2023. Valencia On The Lake 2B2 and 4, LLC, a Texas limited liability company By: Valencia on the Lake, LP., a Texas limited partnership Its Manager By,. Valencia On The Lake GP, LLC, A Texas limited liability company, Its General Partner D By:�S.�ir--r Mehrdad Mon) Manager STATE OF TEXAS § COUNTY OF DALLAS § This instrument was acknowledged before me on the iS- day ofI v 2023, by Mehrdad Moayedi , the Manager of Valencia on the Lake GP , WC, as the General Partner of Valencia on the Lake, LP., a Texas limited partnership, as the Manager of Valencia on the Lake 2132 and 4, LLC, a Texas limited liability company, on behalf of said limited liability company. %ienunder my Hand and Seal of Office, this _` - day of u S- 2023. krt&� Notary Public in and for the State of Texas My Commission Expires: 6 `1`t � - n 21 GABRIEL MARES _ Notary ID #131148925 My Commission Expires April 11, 2027 SN2276A G019 S109 C139 PID10, PID73, TIF10 986672 - A0456A J GUERRARA TR 6-9C(PT), 48.955AC/ALL 986673 - A1068A T RODRIGUEZ TR 9-17A, 16.40AC/ALL 986674 - A0250A A COOPER TR 7-11 A, 10.940AC/PART CERTIFICATE OF SURVEYOR STATE OF TEXAS § CERTIFICATE OF FINAL PLAT APPROVAL Approved COUNTY OF DALLAS § I, Jimmie D. Nichols, Registered Professional Land Surveyor, in the State of "/2 7 �2 Texas, hereby certify that this plat is substantially true and correct and was Town official Date prepared from an actual survey of the property made under my supervision on Town of Little Elm, Texas the ground. The undersigned, the Town Secretary of the Town of Little Elm, Texas, hereby certifies that the foregoing Final Plat of Valencia on the Lake Phase 4A, I 14 J3 / Subdivision or Addition to the Town of Little Elm was submitted to the Planning Jimmie D. Nichols Date E O F TF and Zoning Commission on the Se- day of2823, Z c c Registered Professional Land Surveyor No. 5184 �P''' isT 'I and the Commission, b formal action, then and there accepted the Final Plat 95; � , eRFa 9Y and public works improvements and infrastructure, and said Commission .....................�.......... ' further authorizes the Chairman of the Planning and Zoning Commission to note :..... STATE OF TEXAS § ....I...,. ,• NICHOL S the acceptance thereof by signing his/her name as hereinabove subscribed. 5184 COUNTY OF DALLAS § �yA�OFesstoNP�'F Witness b hand this l r day of r-o- 2023 Before me, the undersigned authority, on this day personally appeared, known to me to be the person whose name is subscribed to the foregoing instrument, and ttttti 11111111 acknowledged to me that he executed the same for the purposes and Town SecretaU ���t %,\TTL�; F��., considerations therein stated. Town of Little, Texas �.`� �� •'°~•••••'''•,�'����. Given under my Hand and Seal of Office, this J-4 day of - 2023. k .�`"a'r"n'..I AMANDA RENEE SMITH Otary Public in and for the State of Texas ,�p<P..•. ��� Notary Public, State of Texas z�'• +" Comm. Expires 01-09-2026 Notary ID 125153769 My Commission Expires: ll OWNER: VALENCIA ON THE LAKE 2B2 AND 4, LLC 1800 VALLEY VIEW LANE, SURE 300 FARMERS BRANCH, TEXAS 75234 PHONE (469)892-7200 CONTACT: MEHRDAD MOAYEDI EMAIL: JACK@CENTURIONAMERICAN.COM RPLS OF RECORD: JIMMIE D. NICHOLS REGISTERED PROFESSIONAL LAND SURVEYOR NO.5184 EMAIL JNICHOLS@BARRAZA-GROUP.COM - Z:• • �A : _Co_ ;A THE PURPOSE OF THIS PLAT IS TO CREATE 250 RESIDENTIAL LOTS AND 8 COMMON AREA LOTS FROM 76.295 ACRES OF LAND. FINAL PLAT A�, * L \ IMF L, 76.295 ACRES 250 RESIDENTIAL LOTS 8 COMMON AREA LOTS LOTS 1-9 AND LOT 1 X, BLOCK A, LOTS 1-15, BLOCK B, LOTS 1-17, BLOCK C, LOTS 1-56 AND LOTS 1X-2X, BLOCK D, LOTS 1-26 AND LOT 1X, BLOCK E, LOTS 1-12, BLOCK F, LOTS 1-14, BLOCK G, LOTS 1-18 AND LOT 1X, BLOCK H, LOTS 1-31, BLOCK I, LOTS 1-18, AND LOT 1X, BLOCK LOTS 1-10 AND LOTS 22-33, BLOCK K, LOTS 1-12, LOT 1 X, BLOCK LAND LOT 1 X, BLOCK T RIGHT-OF-WAY AREA OF 12.158 ACRES SITUATED IN THE ALEXANDER COOPER SURVEY, ABSTRACT NO. 250, PIERCE FULGHUM SURVEY, ABSTRACT NO.427, SANTIAGO GUARRARA SURVEY, ABSTRACT NO.456 AND TEODORO RODRIGUEZ SURVEY, ABSTRACT NO.1068 THE TOWN OF LITTLE ELM DENTON COUNTY, TEXAS BARPAZA CONSULTING GROUP, LLC Filed for Record TBPLS FIRM REG. NO. 10194538 in the Official Records Of: Denton County TBPE FIRM REG. NO.20683 On: 8/29/2023 3:05:48 PM 801 EAST CAMPBELL ROAD, STE. 650 In the PLAT Records RICHARDSON, TEXAS 75081 VALENCIA ON THE LAKE PHASE 4 TELEPHONE - 214-484-7055 Doc Number: 2023-304 Number of Pages: 4 PROJECT NO.2019004-04A Amount: 200.00 DATE: August 12, 2023 Order#: PAGE 3OF4 Minimum Finish Floor Elevation - Valencia 4A BlockA Block 8 Block C Block D Block E Block F Block G Block H Blod I Block J Block K Block L Lot No. MFF Lot Area Lot No. MFF Lot Area Lot No. MFF Lot Area Lot No. MFF Lot Area Lot No. MFF Lot Area Lot No. MFF Lot Area Lot No. MFF Lot Area Lot No. MFF Lot Area Lot No. MFF Lot Area Lot No. MFF Lot Area Lot No. MFF Lot Area Lot No. MFF Lot Area 1 556.4 8,100 SF 1 556.3 8,100 SF 1 554.6 7,200 SF 1 553.5 9,019 SF 1 549.6 7,200 SF 1 544.5 7,358 SF 1 546.3 8,335 SF 1 546.0 7,798 SF 1 544.2 6,359 SF 1 552.2 6,424 SF 1 553.1 7,675 SF 1 551.9 7,604 SF 2 555.7 6,750 SF 2 556.3 6,750 SF 2 554.6 6,600 SF 2 553.7 7,516 SF 2 549.6 6,000 SF 2 544.9 6,773 SF 2 546.8 6,602 SF 2 546.3 6,352 SF 2 545.0 7,260 SF 2 5523 6,368 SF 2 553.3 6,278 SF 2 552.2 6,238 SF 3 555.0 6,750 SF 3 555.7 6,750 SF 3 554.0 6,600 SF 3 553.0 7,967 SF 3 549.3 6,000 SF 3 545.2 6,750 SF 3 547.1 8,649 SF 3 546.6 6,264 SF 3 546.0 8,477 SF 3 552.5 6,639 SF 3 553.7 6,277 SF 3 552.5 6,268 SF 4 554.0 7,023 SF 4 555.0 6,987 SF 4 553.3 7,708 SF 4 551.5 9,268 SF 4 549.0 6,000 SF 4 545.5 6,750 SF 4 547.1 8,353 SF 4 546.9 6,180 SF 4 546.9 8,018 SF 4 552.8 6,358 SF 4 554.0 6,277 SF 4 552.8 6,238 SF 5 553.4 7,041 SF 5 554.4 7,271 SF 5 5522 7,405 SF 5 550.2 10,240 SF 5 548.7 6,000 SF 5 547.4 7,200 SF 5 547.5 7,200 SF 5 547.3 6,180 SF 5 547.2 6,617 SF 5 553.1 6,358 SF 5 554.3 6,277 SF 5 553.1 6,246 SF 6 552.8 7,139 SF 6 553.7 7,292 SF 6 551.1 7,468 SF 6 548.8 9,907 SF 6 548.4 6,249 SF 6 548.0 6,000 SF 6 547.5 6,000 SF 6 547.6 6,180 SF 6 547.5 6,617 SF 6 553A 6,362 SF 6 554.7 6,277 SF 6 553.4 6,238 SF 7 552.2 7,141 SF 7 5529 7,324 SF 7 548.4 1 ZB20 SF 7 547.5 8,687 SF 7 548.1 6,169 SF 7 548.5 6,000 SF 7 547.2 6,000 SF 7 547.9 6.180 SF 7 547.8 6,360 SF 7 553.6 6,360 SF 7 555.0 6,277 SF 7 553.7 6,238 SF e 551.6 7,143 SF 8 552.2 8,729 SF 8 547.8 11,525 SF 8 546.6 8,224 SF 8 547.8 6,169 SF 8 548.5 6,000 SF 8 546.9 6,385 SF 8 548.2 6,180 SF 8 548.1 6,082 SF 8 553.8 6,357 SF 8 555.3 6,277 SF 8 554.0 6,238 SF 9 551.0 8,760 SF 9 551.0 8,949 SF 9 547.2 9,456 SF 9 545.8 8,242 SF 9 547.5 6,169 SF 9 548.5 7,200 SF 9 546.6 6,542 SF 9 548.5 6,180 SF 9 648.4 6,082 SF 9 554.1 6,357 SF 9 5557 6,277 SF 9 554.3 6,238 SF 10 551.8 8,122 SF 10 546.7 8,331 SF 10 545.8 6,936 SF 10 547.1 6,102 SF 10 547.1 6,750 SF 10 546.3 7,693 SF 10 548.8 6,577 SF 10 548.8 6,791 SF 10 554.5 6,418 SF 10 556.0 6,288 SF 10 554.6 6,238 SF 11 552-7 8,126 SF 11 545.6 9,509 SF 11 545.7 6,917 SF 11 546.8 6,000 SF 11 546.6 6,750 SF 11 546.0 10,399 SF 11 549.1 6,487 SF 11 549.1 6,792 SF 11 554.B 6,304 SF (Lots 11-21) In Phase 4B 11 554.9 6,238 SF 12 553.4 7,342 SF 12 546.3 7,686 SF 12 545.3 6,917 SF 12 546.5 6.000 SF 12 546.0 6,750 SF 12 546.0 8,095 SF 12 549.4 6,487 SF 12 549.5 6,732 SF 12 555.2 6,357 SF 22 557.3 6,284 SF 12 555.2 6,238 SF 13 554.0 6,750 SF 13 546.8 7,629 SF 13 544.9 6,917 SF 13 546.2 6,000 SF 13 545.6 6,666 SF 13 549.7 6,487 SF 13 549.8 6,523 SF 13 555.5 6,357 SF 23 557.0 6,281 SF 14 554.6 6,750 SF 14 546.8 7,740 SF 14 544.6 6,917 SF 14 546.6 6,000 SF 14 545.0 7,832 SF 14 550.0 6,487 SF 14 550.2 6,524 SF 14 555.8 6,415 SF 24 556.7 6,282 SF 15 555.0 8,100 SF 15 547.6 7,472 SF 15 544.2 6,917 SF 15 547.2 6,000 SF 15 550.3 6,487 SF 15 550.5 6,524 SF 15 556.2 6,313 SF 25 556.4 6,284 SF 16 550.0 8,319 SF 16 543.8 6,917 SF 16 547.8 6,000 SF 16 550.6 6,487 SF 16 550.8 6,524 SF 16 556.5 6,370 SF 26 556.2 6,284 SF 17 5527 8,560 SF 17 543.4 6,399 SF 17 548.3 6,000 SF 17 550.9 6,487 SF 17 551.2 6,524 SF 17 556.9 6,371 SF 27 555.9 6,284 SF 18 543.5 6,000 SF 18 548A 6,000 SF 18 550.9 7,600 SF 18 551.5 6,524 SF 18 556.8 7,821 SF 28 555.6 6,284 SF 19 543.8 6,000 SF 19 548.6 6,000 SF 19 551.9 6,524 SF 29 555.3 6,284 SF 20 544.1 6,000 SF 20 548.4 6,000 SF 20 552.5 7,792 SF 30 555.0 6,284 SF 21 544.4 6,000 SF 21 548.1 6,000 SF 21 553.1 7,681 SF 31 554.7 6,284 SF 22 5447 6,000 SF 22 547.8 6,000 SF 22 553.1 6,284 SF 32 554A 6,284 SF 23 545.0 6,000 SF 23 547.5 6,000 SF 23 552.8 6,284 SF 33 554.1 7,680 SF 24 545.3 6,000 SF 24 547.2 7,130 SF 24 552.5 6,284 SF 25 545.6 6,000 SF 25 546.8 7,392 SF 25 5522 6,284 SF 26 545.9 6,000 SF 26 546.4 7,798 SF 26 551.9 6,284 SF 27 546.2 6,005 SF 27 551.6 6,284 SF 28 546.3 7,269 SF 28 551.3 6,200 SF 29 546.3 6,745 SF 29 551.0 6,000 SF 30 546.1 6,649 SF 30 550.7 8,257 SF 31 545.8 6,112 SF 31 550.6 13,940 SF 32 545.8 6,156 SF 33 546.0 6,201 SF 34 546.7 6,448 SF 35 547.0 8,043 SF 36 547.1 8,280 SF 37 547.1 8,525 SF 38 548.1 7,544 SF 39 548.7 6,504 SF 40 549.1 6,527 SF 41 549.1 7,525 SF 42 548.6 6,000 SF 43 548.7 6,000 SF 44 548.0 6,000 SF 45 547.3 6,170 SF 46 547.0 6,170 SF 47 546.7 6,170 SF 48 546.9 6,170 SF 49 547.1 6,144 SF 50 546.8 6,000 SF 51 546.5 6,000 SF 52 546.2 7,200 SF 53 545.6 9,458 SF 54 545.0 8,076 SF 55 544.3 6,109 SF 56 544.0 7,571 SF THE PURPOSE OF THIS PLAT IS TO CREATE 250 RESIDENTIAL LOTS AND 8 COMMON AREA LOTS FROM 76.295 ACRES OF LAND. FINAL PLAT � Crri " r�; ?fie w1 �`c : E: „aa ,-J' 76.295 ACRES 250 RESIDENTIAL LOTS 8 COMMON AREA LOTS LOTS 1-9 AND LOT 1 X, BLOCK A, LOTS 1-15, BLOCK B, LOTS 1-17, BLOCK C, LOTS 1-56 AND LOTS 1X-2X, BLOCK D, LOTS 1-26 AND LOT 1X, BLOCK E, LOTS 1-12, BLOCK F, LOTS 1-14, BLOCK G, LOTS 1-18 AND LOT 1X, BLOCK H, LOTS 1-31, BLOCK I, LOTS 1-18, AND LOT 1X, BLOCK J, LOTS 1-10 AND LOTS 22-33, BLOCK K, LOTS 1-12, LOT 1 X, BLOCK L AND LOT 1 X, BLOCK T ALEXANDER COOPER SURVEY, ABSTRACT NO. 250, PIERCE FULGHUM SURVEY, ABSTRACT NO.427, TEODORO RODRIGUEZ SURVEY, ABSTRACT NO.1068 THE TOWN OF LITTLE ELM DENTON COUNTY, TEXAS BAPd CONSULTING GROUP, LLC Filed for Record TBPLS FIRM REG. NO.10194538 in the Official Records Of: 17 Q On: 8/29/2023 3:05:48 PM BLOCKDLOT51 0.13TI b,000