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SM0132A (2)X 451 J.1;3 _' . dnda(j Ift 099t, 4Yc'73a?j 00"9 , 4WJW/30C 00,02 eUuTpao3am U-1d a 061XI/300 ET29TTO`J-66 ^ wnN/ooq lu9ZE:6 113 666T £d AoN UO M83,13 AJ.idfiO3 `1i�H3JLW UTHLNAO n AiNt1(33 N011,13Q :UT pJ.00a){ J.Og. paTT.4 p = O'l R-43 L= C. CB=NI5'2 ,A V/ qC X ul R fti 0 1 OR SEr y 'quo OR SET VnAA'12R ® 2 3 4 pRsaNE - JACKSON RANCH 90_ CAB. 0, PG. 326 P.R.D.C.T. p- 10'. �� - 0'09' 14" R=3 IR=4187.10' 3 �_ � L-I 11 .LJ.25' 2 CEo CB=S 7 5.21 '01 S ) 5.38'00"E I-12.48' '8✓\ 5'0• \��uu �� tJT ` N i cP 10• ACCESS ESMf.�' t>� 'J Vl I I' 13z� O N I P i O N � O a 0 1 \ v w t ;+o• I � Yi\ % wlT N8407'45 E \ [� }\ 10' ACCESS 'u•\ ,� \,4 8 15 kk \ N7A2y0d E 171 1 OR IN 2i8 j1 SO3'54'20"E \ O 59.94' OR SET OR SET 19R 4 I = 15'51'i6' R=275.00' �1 V C=75.85' OR SET Q CB=SI 1'49'58'E 17.24 l (�(p'� OR ST JACKSON RANCH CAB. 0, 324 P.R.D.C.T. C.T.17 20R 18 l LOCATION OF 100 YEAR FLOODPLAIN PER LOAM - DATED JANUARY 21, 1998 fR rd 3 3� OR SET �1 120'"" (-1 Lv1L ' Vol .2 £ �§ .ZR _S74'22'00" W 36.83' S 15'38'00" E 50.00' SET 2 ?2'DO" W a Col = 11'16'20" Ir 7-1 P M N UNE# BEARING DISTANCE Ll.MN 49.09' 1 63 528` L 1f Le L7 50.48' IOURVE#1 OELTA I RADIUS I ARC I CHORD I CHORO BEARI C1 909'09' 4212.10' 11.21' 11.21' NIV21.0 Oil W51.1 400.901 53.01' 8275' N11'4WW NOTES: LOT 1 1. DE = DRAINAGE EASEMENT 2 V = UTILITY ENT LOCATION OF 100 YEAR 3. LOT 9, BLOCK EASEMENT BE CONVEYED FLOODPLAIN PER LOMA & MAINTAINED BY THE HOMEOWNERS DATED JANUARY21, 1998\ ASSOCIATION. 4.) CR SET = COPPER ROD SET IN CONCRETE cR sEr S49'406"W SET 53. 4' C S 1 T53i41 "W `30.70' A SET 2R 70.40'53" W 7.67' 1R I 9'31,09" 175.00' C=182.08' 14R ® ce=S80,00.10"W 15R 3 A t" © t I 18 JT OF A n 17 INN/ 0 16 JACKSON RANCH 'R 0A CAB. 0, PG. 324 ® 0P.R.D.C.T. 4 .g � I I 1 CAB. 0, PG. 3 tE� P.R.D.C.T. \ \!. 2 111 CERTIFICATE OF APPROVAL RECOMMENDED FOR APPROVAL 17e to Y1 i n. Planningg y Zoning Commission Date City Corinth, Te as APPROVED AND ACCEPTED AS��e,c�QD,z a 1B-jf-99 mayor, city %xas � eta p\\411111II II/Iq The undersig9ned, the City Secretary of the City of Corinth, Texas, here(• r�erk5 at the JACKSON ANCH Subdivision or Addition to the i of Corinth was submit a, o , ounc , ice i/Nsl 19 7 7. and the Council. 4 rlgal"6iti n a dedi taon streets, alleys, parks, easements` public places. and, ratN�A. antl elver••, a Upon said plat, and said Council further authorized the Mayor to not aC tance'; el''A hereinabove. subscribed._ ,,1 _ c Witness my hand this�� day of /y �iy»i A� �-� 1 99. City ofcCorinth, Texas a �i'6 .,•T .,,..•'S p`�`;`` retary r 0' 60, 120' 180, 220' GRAPHIC SCALE IN FEET (Ho �1 50ej c.C4 -ADOR=1G aL A L0 4 IZ UC `J Lot J) I to � lU 13R Q L V 1-!✓�W-� j OWNER'S CERTIFICATION STATE OF TEXAS 9 COUNTY OF DENTON 9 WHEREAS U.S. HOME CORPORATION, is the owner of a tract of land out of the H.H. SWISHER SURVEY. Abstract No. 1220, in the City of Lake Dallas and the City of Corinth, Oenton County. Texas, and being part of JACKSON RANCH• an addition to the City of Corinth, Denton County. Texas recorded in Cabinet 0, Page 326 of the Plat Records of Denton County, Texas and being more particularly described as follows: BEGINNING at a 5/8' iron rod found replaced with a copper rprj aloft in concrete for the northeast intersection of Burl Street (50' Right -Of -Way) and Windridge Lane (50' Right -Of -Way); THENCE with the north right-of-way line of said Burl Street, South 74'22'00' West, a distance of 120.00 feet to a 5/8" Iron rod found replaced with a copper rod set in concrete in the east line of a tract of land described in deed to the City of Denton, recorded in Denton County Clerk's File No. 93-80056485 of the Real Property Records of Denton County, Texas; THENCE with the east line of said tract of land, the following courses and distances to wit: North 15'38'00` West a distance of 668.98 feet to a 5/ found re/8 iron rod t h a copper c pee rod set in concrete for the beginning of a tangent curve to the right, having a central with angle of 00.08'38". a ratlius of 4357.10 feet and a chord bearing and distance of North t1West, 10.95 feet; of Northwesterly, with sold curve, an arc distance of l0. 9.9 5 feet to a 5/8' iron rod found replaced with a copper rod sat in concrete for corner; THENCE leaving the east line of said tract. the following courses and distances to wit: North 74.22'00` East, a distance of 170.00 feet to a copper rod set in concrete for the beginning of a non -tangent curve to the left, having a central angle of 00'09'14", a radius of 4187.10 feet and a chord bearing and distance of South 15'21'01" East. 11.25 feet; Southeasterly, with said curve, an arc distance of 11.25 feet to a 5/8` iron rod found replaced with a copper rod set in concrete for corner; South 15 38'00` East. a distance of 12.4E feet to a 518" iron found replaced with a copper rod set in concrete for corner: North 76'23'12" East. a distance of 299.51 feet to a 5/8"Iron rod found replaced with a copper rod set in concrete for the beginning of a non -tangent curve to the right, having a central angle of 10.23'03', a radius of 325.00 feet and a chord bearing and distance of North 09'05'52 West, 56.82 feet; Northwesterly, with said curve, an arc distance of 56.90 feet to a 5/8" iron rod found replaced with a copper rod set in concrete for corner: North 03.54'20` West a distance of 59.94 feet to a 5- r r found with d /8" Iron rod central replaced wit a 0" copper rod set in concrete P for the beginning of n non -tangent curve to the right. t. 50 a central angle of 07'SO'00` a radius of 400.0 feet and a chord bearing and distance of North distance of 6 East, et to feat: g 0 e Northwesterly, with said curve an arc distance of addition feet to a 5/8` Iran found replaced with a copper rod set re Concrete in the west line of of JACKSON RANCH, an atldit ion to the City ex Corinth, Denton County. Texas recorded in Cabinet 0, Page 324 of the Plat Accords of Denton County, Texas: THENCE with the west line of said JACKSON RANCH, the following courses and distances to wit: South 03.54*20' East, a distance of 59.94 feet to a 5/8" iron rod found replaced with a copper rod set In concrete for the beginning of a tangent curve to the Ieft, having a central angle of 15*51*16`, a radius of 275.00 feet and a chord bearing and distance of South 11'49'58` East, 75.85 feet: Southeasterly,with said curve an arc distance of 76.10 f t 8` iron rod found replaced h eet o a 5 with a copper rod set in Concrte for corner: / Pp South 19'45'36` East a distance of 329.91 feet to a 5/8" iron rod found replaced with a copper rod set ' / P PP an o South 49 for corner: South to for West a distance of 53.64 feet to a 8` iron r found replaced w h c er e 5/ ad oit a copper rod set in concrete for corner; South for West. a distance of 30.70 feet to a 5/8' iron rod found replaced with a copper rod set In concreteto ffor corner; South 5West, a distance of 57.67 feet to a 5/8' Iron rod found replaced with a copper rod sat in concreteto for co corner; South to .for the East, a distance of non -tangent feet to o 5/e" iron rod found replaced with o capper rod set in concrete for the beginning of a non -tan e t curve to the y h having central 0 beg g g n h right, h a g a ent 8l angle of 09'31 '09`, a radius of 375.00 feet and a chord bearing and distance at South 80'52'46` West, 29.04 feet; THENCE leavingthe west line of said JACKSON RANCH, the following courses and distances wit: C , w ee di odes to Southwesterly, with said curve, an arc tlistance of a t07 feet to a 5/8" iron rod found replaced with a copper rod set in concrete for the beginning of a reverse curve to the left, having a central angle of 11'16'20`, a radius of Southwesterly, feet and a chord bearing and distance ce South 838 feet West, t82Iro feet; Southwesterly with said curve, an arc distance of 482.38 feet to a 5/8" iron found replaced with a copper rod set in concrete for Werner; South 74 22'00' West, a distance of 36.83 feet to a copper rod set in concrete for corner; 50 South 15 38'00' East, a distance of 50.00 feet to a 5/8" iron rod found replaced with a copper, rod set in concrete for corner South 74 22'00' West, 83 a distance of . feet to a copper rod set in concrete for corner; South 15'38'00' East, a distance of 83.3838 feet to the POINT OF BEGINNING and containing 6.7025 acres of land. Bearing system based upon the plat of JACKSON RANCH, recorded in Cabinet 0. Page 326 of the Plat Records of Denton County, Texas. NOW, THEREFORE, KNOWN ALL MEN BY THESE PRESENTS: This plat approved subject to all platting ordinances. rules, regulations and resolutions of the City of Corinth, Texas. WITNESS, my hand, this the // day of NCfiFIrkdat 1999, U.S. HOME (�CCOORPORATITIION By: '" /s..."-.--- Print Name and Titie Notary o mmi, State of Texas �y F My Commission Expires certify that I have prepared this plat from an actual survey of the land and that the corner �0 ,ly'F 11-14.2000 placed under my personal supervision in accordance with the Subdivision Ordinance of �$ji�.PLZ+ vb }O BPDOO i� l l& u t c�- e �'G Fo ' JA9 Ise F:ANCH Regd.e00000.o < HgistereNProfessional Land Surveyor 04097 " BEING 12 RESIDENTIAL LOTS P8S&J INC, eiieeeeeo4 o+ 5999 (972) Se2e Drive, Dallas, Texas 75252 e J.OHN VECAIN 380605BEING 6.7025 ACRES y �$7 �POUT O H.H. SWISHER SURVEY, ABSTRACT NO. 1220 THE STATE F TEXAS 9 of the S E 0 7E S ay of COUNTY OF COLLZN 9 .?dSST� �"L CITY OF CORINTH, DENTON COUNTY, TEXAS the 31��� ,A9 OWNER a APPLICANT-PLANNBR-liNGiNHBR-5URy1{YON r•th in and BEFORE ME, the undersigned, a Notary Public in and for the State of Texas, on this day personally appeared John Vicain, -{ U.S. HOME CORP. PHS&J, INC. r name as known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he j� executed the same for the purposes and Considerat on therein pressed Q jt� - 13111 N. CENTRAL EVREMAY. SUMO 200 69N SUNNBRSTON DRIVE SUITE 202 ii GIVE UNDER MY HAND AND SEAL OF OFFICE this dey of J 1,.;;? 1999. F P, D 972-76 76TMS � D (MM 980-2M l Luella M. MulcahyItrt NDiay Public, State Of Texas CONTACL: Rea BONLN CONTACT: DAVID REI2SCH 0 ry Publ t to f T xas ?'b�� My GOmm.E%QIre505126/D3 NOMMER 10, 1999 SCALE: AS SHOWN F?E}' Psaij 96060.10 SST 1 OF 3 y BEFO th8 ynde signed, a No�ub19.C�I nN_forfThe State of Texas, on this day personally appeared (`Z •"1(��'l(%' tt � (�j .%1 1.X.i// !" GLtLiC of U.S. HOME CORPORATION, known to me to be the person 1j.� C.- 'T�-•� and of ticer whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the said U.S. HOME CORPORATION, and that he executed the some as the act of such company for the purposes and consideration therein expressed, and in the cap it therein sta��. f999. VE UNDER MY HAND AND S OF OFFICE this = day of YOVf 20f �1 GL�,tM WENDY" IZDAKI �+ �+ SURVEYOR CERTIFICATION otary Pupsi state of texasRLIN � STATE OF TEXAS 9 COUNTY OF COLLIN 9 THAT I, hn Vicain, momitS shown war tty f Corinth u A® 2 1 AA, m' &1 i 2 O U 2 3 J 3 4 JACKSON RANCH V CAB. 0, PG. 324 p = 21.00'30" DR1VE 1 P R D C T. R=400.00' [ L=146.67' C49'05" A s/rLJr1F , „„mv � AC-145,84' 3 a 5° ,. i f 9R 7RACF�� LOCHWOOD �� N 2 ® CIRCLE , sa714'3a'E ;T 135.{0' = 15-51'16" 51eIRF JACKSON RANCH 'UE 2 76:1 Z : 1 OCAB. 0, C,T 324 C6=N11'49'S8"W /� ,l 18 17 C=75.85' 20R SIR RF 6R \ 5/9"IRF N ., G1 OIt LOT 1R �� N52'15'54" LOCATION OF 100 YEAR 21.7 E FLOODAN N PER LOMA DATED JANUARY 21, 1996 S19'45'36' 53.9. JACKSON RANCH N49.01'06" CAB. 0, PG. 326 53.64 P.R.D.C.T. N1 T53'41"E N70'40'53"E 57.67'� MINI 21 R= l 75. L=29. 3R C8=N80'52'4 1 C=29. 2 3® �1 .A JACKSON RANCH O CAB. 0, PG. 326 P.R.D.C.T. g 4 �45.10, 54 W ro C� 767 01 W �® "54'45" W + 02' pry`' N l7-43'43"E 2R Q �OvjG TREE __2 "o o.l� t 25 B L ,� • f4R z7{I'll L la 16'39 45 R 764.00 L 222 18 17 CB=N86'23'34"W �.4 76 C=221.40' C 19 W ®_ 1 18 STONELEIG WINE DELTA PADIUS ARC CHORD SEARING C, e35'31" 30e:00' 3t.51' _CHORD N61'10'29" 3..50' C21 =Ipq _ 175:00' 169.01. t18S32't 162.51' ta'S1'04. 00' 200. 65E0' 876712'4 65.51' 04 D1013 902.00-1 2.781 S"33'O 2,78' e 3R SURVEYOR CERTIFICATION STATE OF TEXAS COUNTY OF COLLIN THAT I, John Vicain, do hereby certify that I have prepared this plat from an actual surveyy of the land that tt monumen hown were operly placed under my personal supervision in accordance with the Subdivisf of the C y o Lake Dal as, Texas. it' \SpTfgt°�,Q ReHNtered Professional Land Surveyor i4097 •••1• Q •••i�•'4•••�•i PB°�s1sINC. JOhfN MAIN 5999 §ummerside Drive, Dallas. Texas 75252 .•�•o••..••.••• AIN (972) 380-2605 �y ro 4097 * J+ �� CD s mmm =o CDm OIr p Cu u. c0 ,s i.3 .. a7 ��w T Cn N S ��_ a w Ja N 2 Ki N. ,n r � t^ OWNER'S CERTIFICATION STATE OF TEXAS x ¢ a-+ a-N Y. COUNTY OF DENTON x ma`-sx c°'ti« oa of Q- WHEREAS U.S. HOME CORPORATION, is the owner of a tract of land out of the N.H. SWISHER SURVEY, -+ r� ct No. u u v o Na0j 1220. in the City of Lake Dallas and the City of Corinth, Denton County, Texas, and being park'- ACKSON AANCQ r s corner addition to the City of Lake Dallas, Denton County, Texas, according to the plat thereof record d rYCabinet 0, age zza4 of the Plat Records of Denton County, Texas and being more particularly described as follows: TRACT ONE STATE OF TEXAS w FESS40 99 COUNTY OF COLLIN * ••••St'•" t1-��� BEFORE ME, the undersigned, a Notary Public in and for the State of Texas, on this day personally ap ,Cdo Vfcain, known to me to be the person whose name Is subscribed to the foregoing Instrument and acknowledged to me ` at he executed the same for the purposes and consideration therein pressed. ) GIVEN NDER NY HAND AND SEAL OF OFFICE this tv vatu day of 1999. W ,,+./mof�'y Luella M. Mulcahy ar Public, Sf ex s � \NotaryPublit,Stateot Texas My CommExpites OW6103 AT F APP VACEiRTIFZC E 0 RO L r..e1 ,i n ....J'I.J, F, Recommended (/for Appprrov�al��.r\f. .• of^". Pair�annning Date City Of a Dallas, Commission City Of Lake Dallas, texas Approved and accepted by the City Council of the City of Lake Dallas, on the / 0 day of 1999. ./'?CVO /�/e�� ",tU4ltil li ttlllq/ MaHor Oate- City Of akL a Dallas, Texas Attest:w0 a City Secretary-y =� _ ® City Of Lake D as ` O1 LOCATION OF 100 YEAR Z V �- QU 4 Pj I�� 2b }','''9��l1 aln * uaP`�```,• FLOOOPLAIN PER LOMA � ntlnu DATED JANUARY 21, 1998 f, 4�1 v cu4 N 1Q 2ol5T�-q &LC (0�s�3 r� S26'41'03"E k �{J{ w E �28.32' (�- ZO� JC �J S48'07'29"E S 32.38' S58'00'40"E /^ + 0' 6W 120' 180, 220' 38 60, GRAPHIC SCALE IN FEET 4R NDO 4 5 O� 6 n Y R=275, 00' L=80.32' CB=N71'34'31 "W 12 C=80.03' 11 10 0 9 20 21 22 ter)*bi;tt LOCA71ON MAP (NOT TO SCALE) NOTES: 1, DE - DRAINAGE EASEMENT 2. UE = UTILITY EASEMENT 3. LOT 9, BLOCK E TO BE CONVEYED & MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 4.) 5/8"S RS V), EED PLASTICAS CAP STAMPED BEGINNING at a 5/8" iron rod found with a red plastic cap stamped -PBSCJ, Inc." (hereinafter called a 5/8" iron rod found) for the northeast corner of Lot 1, Block D of JACKSON RANCH, an atltlition to the City of Corinth, Denton County, Texas, according to the plat thereof recorded in Cabinet 0, Page 326 of the Plat Records of Denton County. Texas; THENCE with the east line of said JACKSON RANCH, the following courses and distances to wit: North Of'58'52' East, a distance of 50.33 feet to a 5/8' iron rod found for the beginning of a non -tangent curve to the left, having a central angle of 09'31'09", a radius of 175.00 feet and a chord bearing and distance of North 80'52'46"East, 29.04 feet; Northeasterly, with said curve, an arc distance of 29.07 feet to a 5/8' iron found for corner; North 1352'48" West, a distance of 124.77 feet to a 5/8' iron found for corner; North 70'40'53' East. a distance of 57.67 feet to a 5/8' iron found for corner; North 17'53'41" East, a distance of 30.70 feet to a 5/6" iron found for corner; North 49101'05" East, a distance of 53.64 feet to a 5/8" iron found for corner; THENCE leaving the east line of said JACKSON RANCH, the following courses and distances to wit: South 19 45 36" East, a distance of 53.93 feet to a 5/8" iron found for corner; North 52 15 54' East, a distance of 21. IS feet to a 5/8' iron found for corner; North 17 43'43' East, a distance of 73,68 feet to a 5/8" iron found for corner: North 56 58 02" East, a distance of 35.86 feet to a 5/6" iron found for corner; South 33 58 25' East, a distance of 126.06 feet to a 5/8' iron found for corner; South 26 41 03" East, a distance of 28,32 feet to a 5/8' iron found for corner; South 48 07 29" East, a distance of 32,38 feet to a 5/8' iron found for corner; South 58 00'40" East, a distance of 30.10 feet to a 5/8" iron found for corner: 3 14'16" East a distance of 38.60 feet to a 5/8' iron found for corner' South 8 / South fright. T West, a distance of 1of 16 feet to a 5/8' iron found for the beginning be a non -tangent curve 71 the right. having a central angle of 1&'44'04', a radius of 275.00 feet and a chord bearing and distance of North Northwesterly, West, with s feet: Northwesterly, wf to said curve, an arc distance of 80. 32 feet to a 5/8" Iron set with a red plastic cap stamped PBSCJ, Inc.'; South Sleft, ha West, a distance le 167.12 feet to a 5/8" iron rod found for the beginning of a non -tangent curve to the left, having a central angle of 16'39'45", a radius at 764.00 feet and a chord bearing and distance of North North West, 221.40 feet; Northwestest erly, with said curve, an arc distance of 222.18 to a 5/8" iron rod found in the east line of said JACKSON RANCH; THENCE with the east line of said JACKSON HAWN, North 04'43'27' West, a distance of 113.00 feet to the POINT OF BEGINNING and containing 2.3122 acres of land. TRACT TWO BEGINNING at a 5/8" iron rod found with a red plastic cap stamped "PBSOJ, Inc." (hereinafter called a 5/8' iron rod found) in the south right-of-way Iine of Brookside Drive (50' Right -Of -Way) and for the northwest corner of Lot 18, Block 8 of JACKSON RANCH an addition to the City of Lake Dallas. Denton County, Texas, according to the plat thereof recorded In Cabinet 0, Page 324 of the Plat Records of Denton County, Texas; THENCE leaving the south right-of-way line of said Brookside Drive and with the west line of said Lot 18. Block S. the following courses and distances to wit: South 02'23'00" East, a distance of 212.00 feet to a 516" iron rod found for corner., South 74'59'54" West, a distance of 45.10 feet to a 516" iron rod found for corner; North 41'57'01" West, a distance of 56.76 feet to a 5/8" iron rod found for corner; South 81'54'45" West, a distance of 24.02 feet to a 516' iron rod found in the east line of JACKSON RANCH, an addition to the City of Corinth, Denton County, Texas, according to the plat thereof recorded in Cabinet 0, Page 326 of the Plat Records Of Denton County, Texas; THENCE with the east line of said JACKSON RANCH, the following courses and distances to wit: North 19'45'36' Nest a distance of 81.17 feet to a 56" iron rod found for the beginning of a tangent curve to the rigght, having a central angle of 15'51'16% a radius of 275.00 feet and a chord bearing and distance of North 11'49'S8 West, 75.85; Northwesterly, with said curve, an arc distance of 76.10 feet to a 5/8" iron rod found for corner; North 03'54'20" West, a distance of 59.94 feet to a 5/8" iron rod found for the beginning of a non -tan ant curve to the right, having a central angle of 21'00'30% a radius of 400.00 feet and a chord bearing and distance of South 79'49'05" East. 145.84 feet; THENCE leaving the east line of said JACKSON RANCH, southeasterly, with said curve, an arc distance of 146.67 feet to the POINT OF BEGINNING and containing 0.6510 acres of land. Bearing system based upon the plat of JACKSON RANCH, recorded in Cabinet 0. Page 324 of the Plat Records of Denton County, Texas. NOW, THEREFORE, KNOWN ALL MEN BY THESE PRESENTS does here- dedicate In fee simple, to the u lic use forever, the streets and alleys shown thereon. The streets and alleys Q p mP Y Y A Y are the dedicated for spree purposes. The Easementsuil and public use areas as shown are dedicated. for the public use forever. for the purposes Indicated on this plat, No Easement fences, n, exceptshrubsthat or other improvements or may behs aced be ' constructed or placed upon, over ed across the Easements as shown, except tnat landscape improvements may be placed in Landscape Easements, if approved by the City of Lake Dallas. In addition, the same Easements may also be used for the mutual use and utilities, said of all public utilities desiring to use to using the same ualess the easement limits the use to particular utilities, said use by public utilities being have the nigh to the Public's and City ed Lake Dallas's use thereof The City of Lake Gallas and public utility entities shall have the right to remove and keep removed all or parts of any construct fences, trans, shrubs or other mprovements respective or growths whim may in any way endanger or interfereakDa with the construction, es shanance, or efficiency of their respective systems In said Easements. The City pe Lake Dallas and public utility entities mall at all times have the full right of Ingress and Egress to or from their respective easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts of their respective systems without the necessity at any time procuring permission from anyone. This plat approved subject to all platting ordinances, rules, regulations and resolutions of the City of Lake Dallas, Texas WITNESS, my hand, this the --lL day of /I/Dd tfEj2 1999. U.S. HOME CORPORATION By: XL /POQ BDNin/yiG'6 ,956 Jp6iv7- - I-A'/�A Print Name and Title STATE COUNTY QFTE undersi ned a Ndt�¢ ,Q� 1yt�fr�, and for The State of Texas on this dayersonall a eared 1.7f7Y11lL g I�CYI!'Y�1Q4rb'i'f' of U.S. HOME CORPORATION, nown to meyt pbe the person ricer whose name is subscribed to the foregoing"instrument, and acknowledged to me that the same was the act as id U.S. HOME CORPORATION, and that he executed the same as the act of such company for the purposes and aeration therein expressed, and in the capacity thereint ta`t'edd�,., L,,,r UNDER MY HAND AND EAL OF OFFICE this _11_ day of fllu 7 b 1999. Publi State Of Texas RLPLAT JAC:KSON .RANCH 0 WENDY M.fRANKUN BEING 10 RESIDENTIAL LOTS + Notary public, State of Texa My Cos BEING 2.3122 ACRES & 0.6510 ACRES �rFaF 6+� mmission Expires OUT OF THE 11.14.2000 H.H, SWISHER SURVEY, ABSTRACT NO. 1220 CITY OF LAKE DALLAS, DENTON COUNTY, TEXAS OWNER & APPLICANT PIINNER-ENGWEER-9URVRYOR U.S. HOME CORP. PBS&J, INC. 13111 N. CENTRAL EXPRESSWAY. SUM 200 ISM SUMHERSIDE DRIVE Sulm 202 DALK. TEXAS 75W 972-761-0576 DAI,LAS 1'67((AS 7/3262 (972} 860-2606 CONTACT: ROD BONIN CONTACT: DAVID RE ZSCH NOVEL®ER 10, 1999 SCALE: AS SHOWN PBS&1/ 98090.10 SHLBT 1 OF 1 THOUSAND OAKS ADDITION PHASE I . CAB. I, SLIDE 368 P.R.D.C.T. ]9 r, V1 rU,I THOUSAND OAKS ADDITION PHASE II CAB. K, SLIDE 386 _".v._._....P.R.D. C.T. Qi a m F� THOUSAND OAKS PHASE III D.C.C.F. # 96-0058540" R.P.R.D.C.T. H l n 2 A 5° W r t_= CB,.S21 •4 C= ` S03 5 20' S00 °45'30' W - - 59.9< 112.19' 1 soz •07' 27' C i w �{ il0.6 I M Its.to- THOUSAND OAKS �•'0"I. PHASE IF n REPLAT 8 CAB. 0, SLIDE 68 P; R.D.C.T. 2 U 2 �sl .._._ sov4s•ao-w Wl ! _I_._ 143.34' ' S LID 10 VE a pJ 3 S00/5'3 W 164 ' --� L i e1.7A azsa• I W � w 4 - 44" . y°AO• Jv ______ � __ EE DETAL l 1 co Ss C) ,uE WAY 44 �� �. •G3 °0,A• asa 25+0'^G�1" Nr 5 'I �S1Gu':622 �i" 10 N� h SO POINT OF ./� Esn roNt zo a�a, OF BEGININ'lNG30 q R=4357 , 10 ' f 6=05 °22' 29"(( L-408.72' CB=N 12 '44' 3B"W '^ C=408.57' 20,47 ACRES BOEING DEFENSE ELECTRONICS FACIL.IlY CAB. F, SLIDE 331 PRDCT OF OAK LAKES ADDITION �. VOL. 2, PG. 225 \V A\ \\ `: \•, __.t`_�R.P.R.D.CAT^ \ �__�.,_� 1�.__----__.j I LOCATION OF 100 YEAR -- FLOODPLAIN PER LOMA DATED JANUARY 21, 1 RY 21, 1998 LOT 1 G G� OFR � CpS�'hg5 8.99 ACRES SCOUT DEVELOPMENT CORP. VOL. 26251 PG. 180 RPRDCT S. °01'7'W 53. 4' / _R 7 `53 4 W r30, 70' AD 53,. 6 gl' 42h 7 A113 13.52 I (i sw v- � t.t.oe• u2� N\352,627 .S µ,N.F 4 Nt N\552562.1 . h fT' 3 > 1 4 JACKSON OF LAKE 1 E LOCATION OF 100 YEAR -- FLOODPLAIN -- PER LOMA DATED JANUARY 21, 1998 c r k3 tu 'n�J / a� R 175 00/ b / 6 09 31109 c6-s /J =S ao �2 ns w �� '~ c-29.01ci 50.33 74'22'C SO4 '43 21"E O 36 113 00 I R=3t5 00,•. =764f OO' j A=11 '5 05 i F A-05 �4'4,9 L (3.64' =72 19' ` GB'S 9_ 92"W E3 SQP `34! 09"W C �72.116• ( }70•/ �4v p- 4" A`T�Dg1DC � N O 2 v •2�0 ]°W � W .°i5 g0• �t rem ootls v;262 �-wi63a p0 � .,� (m� w E"� ''� 5• oarA Ap 3 t r 4 1 9 3Y 5 56ze 8 0.454 ACRES CLYDE FISHER - VOL. 1508, PG. 592 RPRDCT 2,920 ACRES CLYDE FISHER VOL, 2729. PG. 169 RPRDCT 15'38' 00"E 3.80' / ,34'02'E 0, \3 io, w vj eG, j,Q 56S.0 S m 568.0 ? - 12 C6 .9 0 N m EI 9 7� '16'23" 22' BRIAROAKS DRIVE 6 � - c ; S 74 '22 ' 00 •' W 66.72' blew .� tUJL^.9M mr5� tuea J � Qx 0 0w 0 \ \ O \ a! C+. „!�yL � UU UUiJil tLWOJ O O+ltO Nti^ �r FOUND i 40 Lil 2 PAYLESS CASHWAYS INC. V) CORRECTION WARRANTY DEED VOL. 2573, PG, 201 VI R,P.R.D.C3. i +! 67BIRF �• Cmn fSo p pN�1E 20 CITY OF_LAKE DALLAS CITY OF' CORINTH F ' 0 bsco 6,a 7 OMpP� f _ Ls 2s.00• sr4'5zL(r 4 85.72' NO754.2 fW „Op 00 Op N3 PCI C LS 61.83• �N74'22'OO'E 115 3D RP3lRG _ L6 25.W N50OS•27w EXECUTIVE NOBBLE HOME PARK as.00• s]a•nroo'w A Le 6183• S7s22•cvW CA©. 6, SLIDE 51 �IC,CjO�R PRDCT L1O 5029 .00' _ N3T48'E. 1 _ 4.8:P I7422'O0'E /// L12 _ 73.63' N15.38.00'W L15 42 PV S68'29'34'E r "(--,tt .1L'J /l..'4•J• j11 Li4 45.54' N85'07"S.L y/'�( LIS 42.Y4' N5B36'19'W `� A' Lib 42.5]' NH1.05,0,r -_-' u� _ "_ao.—Or soiros�avw RG Li8 46.33' NOP1437E L19 35�7T _®h'Ot'Ofi'30"E CURVE DELTA RADIUS ARC - CHORD CHORD BEARING Ci 03'47 54' 4212.10' 27924• _279.19• NIS3 43• C2 1511'0Y 425.00' 97_e0' 97.54'�--� N82'S8'45E C3_ 1551'i6' 300.0083.61• _ 82,75' Nt 58' 99'S4'T5CW C!j'\j'U 11 \.% 1\...• C4 11'OS'45 902.00' 8'� 1' 174,4_ SiW C5 06'42.44• 626.00'^ i3.34• 7329' S7T43.2YW GIBSON HEIGHTS ADDITION C76 55'32'33• 175.00• 169.64' 163,08• S12'0811cw CAB. 2. SLIDE 210 PRDCT NOTES: 1. DE = DRAINAGE EASEMENT 2.3 UE = UTILITY EASEMENT 3.) LOT 9, BLOCK E 10 6E CONVEYED 0' 100, 200' 300, 400' & MAINTAINED BY THE HOMEOWNERS ASSO 41) 5/8"IRSTIW�• RED PLASTIC CAP STAMPED BsJ, NG. EXCEPT AS NOTED. CRAPIIIC SCALE IN FEET smo( 3z-� FINAL PLAT JACKSON RANCH L 6,412 LOTS DEVELOPED AT SF-4 STANDARDS BEING 16.369.5 ACRES OUT OF THE H.N. SWISHER SURVEY, ADSMCT NO. 1220 CITY OF CORINTH, DENTON COUNTY, TEXAS OWNER & APPLICANT ENGINEER & SURVEYOR POST, BUCYJ EY, U.S. HOME CORP. SCHUH, & JERNIGAN, INC. 4141 BLUE LAKE, CR2., STE. 200 5999 SUMMERSIDE, SUITE 202 DALLAS, TEXAS 75244 DALLAS. TEXAS 75252 CONTACT: STR' STOLTE (972) 380-2605 "RON 17. I9a8 PUS&J® 96080A0 SCALE: dS SHOWN slum i of 2 f t+i 0t OWNER'S CERTIFICATION STATE OF TEXAS x COUNTY OF DENTON x WHEREAS U.S. HOME CORPORATION, is the owner of a tract of land out of the r.H. SWISHER SURVEY, Abstract No i220, -n the City of Lake Dallas and the City of Corinth, Denton County, Texas, and being part of the 65.8754 acre tract 0 land described in deed to U.S. Home Corporation, recorded in Denton. County Clerk's File No. 97R-0080174 of the Real Property Records Of Denton County, Texas. and being more partSCulariy described as follows: BEGINNING at a 5/8" iron rod found in "he east line of a 100strip of land described in deed to the City OF £Jentpn, recOrged in Dent.en County Clerk 's {Ile No. 93-R0058485 of the Real Property Records of Denton County, Texas for the southwest Conner of TMOUSANO OAKS, PHASE TV, an addition t0 the City of Corinth, Texas according tO the replat thereof recorded in Cabinet 0. SIide, 68 of the Plat Records of Denton County, Texas; THENCE with the south line of the said THOUSAND OAKS, PHASE IV, South 88'55'00' East, a distance of L,84.62 feet 10 a 5/8' iron rod set with a red plastic cap stamped "PBS&J INC ;hereinafter called 5/8' iron rod set) for corner; THENCE leaving the south line of the said 28.04 acre tract, the following courses and distances to wit; South 00'45'30' West, a distance of 112.19 feet to a 5/8, iron rod set for corner; South 02'07'27' East, a distance of 50,02 `eet to a 5/8' iron rod set for corner; South 03'54'20' East, a distance, of 59.94 Peet to a 5/6" `ran rob set for the beginning of a tangent curve to the left, having a central angle of 15'5i16. a radius Of 275.00 feet and a chord bearing and distance of South ii'49'58" East. 75.85 teat: Southeasterly with said curve, an arc distance of 76.10 feet to a 5/8, iron rod set for corner, South 19'45 36 East• a distance of 329.91 feet to a 5/8" iron ring set. fir corner, South 49' 01'06 West , a distance sta ce Of 53.64 feet to a 5/8 Iran roc set for corner; South 17 'S3'4i West, a distance Of 30 70 feet to a 5/8' ".ran red set for corner: South 70 '40 53' west, a tlistance of 57.67 feet to a 5/8 iron red set for corner: South 13'52 48 East. a distance of 124.77 feet to a 5/8 :ron rod set for 'he beginning of a non -tangent curve to the right. havint. g a Central angle of 09*31*09", a radius of 175 00 feear,d a chord bearing and distance of South 80'52"46' West. 29.04 feet, SOuthwestertyy with Said curve, an arc distance of 29.07 feet t0 a 5/8" Irish rod set for dormer; South 01'58'52' 'nest, a distance of 50.33 feet to a 5/H' iron roa set for corner; South 04 '43'27" East. a O>stance of 113.00 eet to a 5/8" iron nod set for the beginning of a nor. -tangent curve to the left, having a central angle of 05'24'49'. a radius Of 764.00 feet and a chord hearingand distance of South 82 `34'09" West. 72.16 feet: Southwesterlyy with said curve, an arc distance of 72.19 feet to a 5/8- iron rod set for corner; South 15*38'OL' East. a distance of 392.70 feet to a 5/6" iron rod set for the beginning of a non -tangent curve to +he 'eft, having a central angle of ;1 '15'05 a radius of 375.00 feet and a Chars bearing and distance of South 79'59'32" West, 73.52 feet: Southwesterly with said curve, an arc distance of 73.64 feet to a 5/8" iron rod set for Corner: South 7a'22'00' West, a distance of 36.83 feet to a 5/8'" iron rod set for corner; South 15'38 00' East, a distance of 88,80 feet to a 5/8, iron rod set for the beginning of a tangent curve to the right, having a central 'angle of 20'07'55', a radius of 200.00 feet and a chord bearing and distance of South 05'34'02' East, 69.91 feet; Southeasterly with said curve, an arc distance of 70.27 feet to a 5/8' iron red set for corner; North 83'27 18' Fast, a distance of 149.97 feet to a 5/8' iron rod set for corner; South 26 '31'32' west, a distance of 138.20 feet to a 5/8" iron rod set for corner: South 26'16 23` West. a distance of 2722 feet to a 5/8iron rod set for Corner South 13'48 45- West, a distance of 266.79 feet to a 5/8' iron rod set for Corner; South 74'22 00' Nest, a distance of 66,72 feet to a 5/8 iron rod set for corner in the east line of the said 100' strip Of .and. THENCE with the east 31he of the said 100` strip of land, the following courses and distances to wit: North 15 '38'00' West. a distance of 1618.73 feet to a 5/6' iron rod set for the beginning of a tangent curve to the right, having a central angle of 05122 29 a radius of 4357.10 feet and a chord bearing and distance of North 12 44"38 West 408.57 feet; Northwesteriy with said curve, an arc distance of 408.72 feet to the POINT OF BEGINNING and containing 16.3695 acres of land. Bearing system based upon the •lead of the 66.8754 acre tract of land to U.S. Home Corporation, recorded in Denton County Clerk s File No. 97-ROO80174 of the Real Property Records Of Denton County. Texas. NOW, THEREFORE, KNOWN ALL MEN BY THESE PRESENTS: THAT U.S. HOME CORPORATION, acting herein by and through it's duly authorized officer, does hereby adopt this plat designating the hereir,above described property as JACKSON RANCH, an addition to the City of Corinth, Texas, and does hereby dedicate. in fee simple, to the public use forever, the streets and 'alleys shown thereon. The streets and alleys are dedicated for street purposes. The Easements and public use areas, as shown. are dedicated, for the public use forever, for the purposes indicated on this plat. No buildings, fences, trees, shrubs or other improvements or growths shall 0e constructed or, placed upon. Over or across the Easements as shown, except `hat landscape improvements may be placed in Landscape Easements, if approved by the City of Corinth. In addition, Utility Easements may also be used for the mutual use and accommodation of all Public utilities desiring to use or using the same unless the easement limits the use to particular utilitiesc Uaidi use e by public Utilities being subordinate to the Public 5 and City of Cdrinth's use thereof. The City Of Corinth and y ties shall nave the right to remove and keep removed all or parts of any buildings, fences, frees. shrubs or other improvements or growths which may in any way endanger or interfere with the Construction, maintenance. Or efflcienC Of their respective systems in said Easements. The City of Corinth and public utility entities shall reconstructing 5ave spectirthe ful� right'.,; of Ingress and Egress to or from their respective easements for the purpose of constructing, at all 9. pa., oiling, malntalnirig, reading meters, and adding t0 or, removing all or parts of their .espective systems without the necessity at any time procuring permission from anyone. This plat approved subject t0 all ir platting ordinances, rules, regulations and resolutions of the City of Corinth, Texad. WI ThESS, my hand, this the _23' day of U.S. HOME CORPORATION By. �-- �._..�.___. Steve 5talte, Vice President, ¢_and STATE OF TEXAS x COUNTY OF _f2,_444Wx 8FFORE ME, the undersigned, a Notary Public in and for The State of Texas, On this day personally appeared Steve Stolte. Vice President, Land Of U.S_ HOME CORPORATION, known t0 me to be the person and officer, whose name is Subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the said U.S. NONE CORPORATION, and that he executed the Same as the act of Such company for the pUrpo8e5 and Cone ceration therein expre5Ged, and in the capacity therein state,,, rye/ r GIVEN UNDER MY BAND AND mrAL 0= OFFICE this 2a.- ;lay of do Notary Publ State df Texas low.WENt?Y M..fRANKLIN Notary Public, State bLI Texas My Commission Expires 9i-14.2000 SURVEYOR CERTIFICATION STATE OF TEXAS x COUNTY OF COLi_IN x THAT - Jobn ViCai do hereby certify that „ rave Prepared this prat 1rPTT an actual. survey of tre 1 mono7c" shown we, properly placed :,hoer my persona. suce.rviSio� in atcorda:Ce .vith ,he 9ubdiv..s'.o throffLon ie; iV(/Vt. I, itC stered Professions; Land Surveyor 94097 BUCKLEY, SCHUH & JERNIGAN, INC. SummerSide Drive. Dallas. Texas 75252 STATE OF TEXAS x COUNTY OF COLLLN x n nce corner the rn r n.CC of .............. 4097 .a BEFORE ME, the undersigned, a Notary Public in and for the State of Texas On trip day personally Kncwn to me to be the person whose name is subscribes to the foregoing i^5trumalt are a- wino e,T t exequtP,G the Some for the purposes and consideration therein exp rP?55ed. 9 , Jt Jc MY HAND AND - r ✓1? f -�1-�_ SEAL OF OFFICE _hisoG3/(�oaY o. _ I i99 3'.35= G ��r!r •••`k" t /� / .fit• : MARSHA Md1tD! t= , � Notary Pub; c. State of Texas i• i.1 P' Pepr' $gMp�� CERTIFICATE REC�:.MF'NCE(://-F-OR APnROVAL. City 0 Corinth iexa APPROVED AND ACCEPTED /D-.2m ;• «�; � My CC4momm. Expiroa3._,.,.1 ?I OF APPROVAL 30. The undersigned.-T CI y Sec etarg of ¢rife City of Cor"nt^ r Date _ Texas hereby celtifios that the foregoing final plat of the ,P_FCC. D_ __ RIV �. __ __. SubdIV is ion :1 Addition it trr City of Corinth was subnitted to the ity C;Co �n..i. oo the_ji1, day of ..��T GL.rt!__ Council, „ x ^ ___.. 9. 7 C_. and she Count 1, „Y ,0�. mal action, then and there accepted the dediCat d scree s ., ?1Lys ranks ea SfinentS .,;SC places, and water and sewer lin6s, as shown and so.- forth in and upon sale plat, and Said Co., -ail ftl..ter actLO,iZed the Mayor t0 note the acceptance thereof by signing her/her na"te as nereinadcve subscribed. Witness my hand thi� l__ day Of t;1998, City Secretary - City Of Corinth, Texas y • 7f i • S •� i 5 UE� -- ------ 6 . Cr •A il �il '0 _ or, CO I ar 01 :- 7-m D N �% r. 4'iA p pl.ti ro r,v C, d, fO aj V 1 � kp co CA ca iN � u C� PC 5 4 42' U --- 12 Lug RC�ED FINAL PLAT JACKSON RANCH 42 LOTS DEVELOPED AT SF-4 STANDARDS BEING 16.3695 ACRES OUT OF THE H.H. SWISHER SURVEY, ABSTRACT NO, 1220 CITY OF COI?INTH, DENTON COUNTY, TEXAS OWNER & APPLICANT ENGINEER & SURVEYOR U.S. HOME CORP. POST, BUCKLEY, 4141 BLUE LAKE CIR., STE, 200 SCHUN, & JERNIGAN, INC. DALLAS. TEXAS 75244 5999 SUM\fERSIDE, SUITE 202 CONTACT: STEVE STOLID DALLIS, TEXAS 75252 (972) 380-2605 MARCH 17, 1998 PBS&J$ 96080.00 SCALE: AS SHOWN "fie 2of2