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351.74 - Fountain Park, Section 5B, Lots 8-14, Block 25, Lot 19, Block 27, Lot 17, Block 29 & Lots 2-10, Block 30Q > W J 0 Go T3 YORK STREET 29 ••7.5'UT I L. IESM'T. I• (PREV. DEO I.1 ---- -- _ -_--_ isl 4. 89. 35' 00" E 315 00' N to K I PLACE OF BEGINNING w S. 890 35' 00" E. 200.Dot �� N$ WESTMINISTER 000 (HERE DEDI, z N 890 35'00" W. 200.D0' :p 0 -m N 5' UTIL. ESWI -R DED. -_ 17 ` C LllJtrl ;, PLAT TED 72.76' L 7 5' f 1PREV. DEDI. 0 w Do- 6.5470 p R = 875.19 = 04013' 16" 64.48L� 0 NIME RE. Z DE01.1 147 8 0 Do= 6.5470 ISL R = 875.19' o = 00° 34' 57" 19 B o L = 8.90� I°°, m 1 (- 75' UTIL. ES) N. r (PREV. DEDI.) .-_-------__ L-.-_--___i- 193.26 ---------145.72'-- - �- 75'UTIL ESM'T T. IHERE. DEDU ro Do= 8.287' R = 691, 36' •k = 100 5d 17' 4= 130.78' Do= 8.933o­� R = 641.36' 4 = Ito 41' 41" L = 130.91t r N, 89. 35' W i136.48' 10 �m 10 � JW 10 F J m W I0 'W y w II N I r _ T �g N 130.00, I Im 12 1 Y 130.55, m 13 �m N. 89. 35' W. 134 16' Ig 10 14 IB' 8. 67`L9.13'I 58, �,__: O STR` 'e 0 Q 03 0 J r 139. L � e W 0- N- 9.13' N o ;0 19 j 50' _8 M N IFW m 8 in= BLK. 27 Z--------- - 0 N. 89° 35 00' W. 161.70 Do=13. 1840 R = 434.59' .4 = 070 14' 36 S 9 L : 54.94' CENTERLINE CURVE DATA CURVE RADIUS CENTRAL ANGLE LENGTH TANGENT 850. 19' 050 59' 26" 88.89, 44.49 2 1419. 4• C180 47' 17" Z17 7 ' I 8' 3 2495.98 017' 00" 230. 16' 115.16' 4 409,59' 150 01' 09" 107.37' 53.99, 5 148.10' 230 22' 47" 60.43' 30.64' 666S 36, 180 05' 47� 210.46' IDS., I' 1 PREJ. �. V•. \ 3 STREET WENDO\J ER., E _N.ZZp4p0 PLA11E0 S. 120 35 00 W. 22.36' Do= 3.9660 v (ll. EsM1[. I R = 1444 54� 7.5' OED 4 = 030 37' 14" MN -=- = ` 3_m- " R L 91. 26' 298E.9781 _D IHREOEI 10 N83. 37' 3"WI8 (23IIn28 EM' 31 9ml 12863 . ' N �I g H ml 3 Magi Wo�I O 9• 35' W w I O 130.00 N �i N I nl 7 0n N i; f Hl N o 3. 23' 59" W 129.63' f.f, 1. 6 00i J a. i 7. $2' 41" W. I 2 132.46' tip 5 QI 06 ID Y FI ...,I l " i5. 41'2U W 132. 83' l fir'• p of 4 _I m ^1 Oe' W. I W S.BS• _ 31. 29' 1 N � I P '� t;l ,r1 3 'I ° M W I O 31 20 3.83. N ---129.57--2- UTIL ESM'�1 .7.5' 1 HERE DEDL1 m.l 2 °i -N- 0 25 50 100 20C GRAPHIC SCALE W FEET FIELD NOTES A TRACT OF LAND OUT OF BLOCK 3. DENTON COUNTY SCHOOL LANDS. LEAGUE I. A-58, WICHITA COUNTY, TEXAS, AND BEING MORE SPECIFICALLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A 1/2" IRON ROD WHICH BEARS SOUTH 89' 35' 00" EAST 315.00 FEET FROM THE SOUTHWEST CORNER OF FOUNTAIN PARK. SECTION 1-B EXTENDED, AN ADDITION TO THE CITY OF WICHITA FALLS. SAIL IRON ROD BEING THE NORTHWEST CORNER AND PLACE OF BEGINNING OF THIS DESCRIPTION; THENCE ALONG THE SOUTH LINE OF SAID FOUNTAIN PARK, SECTION 1-B EXTENDED, SOUTF 890 35' 00" EAST 72.76 FEET TO A 1/2" IRON ROD BEING THE NORTHWEST CORNER OF LOT 18, BLOCK 29. FOUNTAIN PARK. ECTION 4-B, AN ADDITION TO THE CITY OF WICHITA FALLS, SAID IRON ROD BEING THE MOST NORTHERLY NORTHEAST CORNER OF THIS TRACT; THENCE ALONG THE WEST LINE OF SAID LOT 18, BLOCK 29, FOUNTAIN PARK, SECTION 4-B, SOUTH 070 28' 10" EAST. PASSING THE NORTH RIGHT-OF-WAY LINE OF WENDOVER STREET AT 128.41 FEET. A TOTAL DISTANCE OF178.41 FEET TO A 1/2" IRON ROD LYING IN A CURVE IN THE SOUTH RIGHT-OF-WAY LINE OF WENDOVER STREET, THE BEARING OF THE TANGENT AT SAID IRON ROD BEARS SOUTH 82' 31' 50" WEST; THENCE ALONG SAID SOUTH RIGHT-OF-WAY LINE OF WENDOVER STREET, AND ALONG A 5.5,7 DEGREE CURVE TO THE LEFT, HAVING A RADIUS OF 875.19 FEET. AND A CENTRAL ANGLE OF 04' 13' 16". A TOTAL !RC DISTANCE OF 64.48 FEET TO A 1/2" IRON ROD BEING A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE OF WENDOVER STREET, NORTF 770 00' 00" EAST 22.04 FEET TO A 1/2' IRON ROD BEING THE POINT OF INTERSECTION OF SAID SOUTH RIGHT-OF-WAY LINE OF WENDOVER STREET AND THE WEST RIGHT-OF-WAY LINE OF LOMBARD DRIVE; THENCE ALONG SAID WEST RIGHT-OF-WAY LINE OF LOMBARD DRIVE, SOUTH 12' 35' 00" ,EST 22.36 FEET TO A 1/2" IRON ROD BEING A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE OF LOMBARD DRIVE, AND ALOIG A 3.966 DEGREE CURVE TO THE LEFT, HAVING A RADIUS OF 1444.54 FEET. AND A CENTRAL ANGLE OF 03' 37' 14". A TOTALARC DISTANCE OF 91.28 FEET TO A 1/2" IRON ROD FOR CORNER, THE BEARING OF THE TANGENT AT SAID IRON ROD BEARS SOUTH (8° 57, 46" WEST; THENCE NORTH 850 29' 28" EAST, PASSING THE EAST RIGHT-OF-WAY LINE OF LOMBARD [RIVE AT 51.47 FEET, A TOTAL DISTANCE OF 179.78 FEET TO A 1/2" IRON ROD BEING THE SOUTHEAST CORNER OF LOT 11. BLOCK 30. OF SAID FOUNTAIN PARK, SECTION 4-B, AND ALSO BEING THE MOST EASTERLY NORTHEAST CORNER OF THIS TRACT; THENCE SOUTH 090 11' 41" WEST 99.31 FEET TO A 1/2" IRON ROD BEING AN ANGLE PONT; THENCE SOUTH 00' 25' 00" WEST 224.35 FEET TO A 1/2" IRON ROD BEING AN ANGLE PINT; THENCE SOUTH 03' 39' 52" EAST 368.98 FEET TO A 1/2" IRON ROD BEING THE MOST ESTERLY SOUTHEAST CORNER OF THIS TRACT; THENCE SOUTH 70' 06' 51" WEST 169.32 FEET TO A 1/2" IRON ROD LYING IN A CURVE, SAID IRON ROD BEING THE MOST SOUTHERLY SOUTHEAST CORNER OF THIS TRACT. THE BEARING OF THE TANGENT AT SAID IRON IDD BEARS SOUTH 19 53' 09" EAST: THENCE ALONG A 13.184 DEGREE CURVE TO THE RIGHT, HAVING A RADIUS OF 434.59 FEET, AND A CENTRAL ANGLE OF 07' 14' 36", A TOTAL ARC DISTANCE OF 54.94 FEET TO A 1/2" IRON ROD FOR CORNER, THEBEARING OF THE TANGENT AT SAID IRON ROD BEARS NORTH 12' 38' 33" WEST; THENCE NORTH 890 35' 00" WEST 151.70 FEET TO A 1/2" IRON ROD BEING THE MOST SUTHERLY SOUTHWEST CORNER OF THIS TRACT: THENCE NORTH 00' 25' 00" EAST 130.00 FEET TO A 1/2" IRON ROD LYING IN A CURVE,THE BEARING OF THE TANGENT AT SAID IRON ROD BEARS SOUTH 77 53' 19" EAST; THENCE ALONG AN 8.933 DEGREE CURVE TO THE LEFT, HAVING A RADIUS OF 641.36 FEEL AND A CENTRAL ANGLE OF 11' 41' 41". A TOTAL ARC DISTANCE OF 130.91 FEET TO A 1/2" IRON ROD BEING A POINT C- TANGENCY; THENCE NORTH 89' 35' 00" WEST 200.00 FEET TO A 1/2" IRON ROD LYING IN THE EASIRIGHT-OF-WAY LINE OF FAIRWAY BOULEVARD, SAID IRON ROD BEING THE MOST WESTERLY SOUTHWEST CORNER OF THIS TRACT; THENCE ALONG SAID EAST RIGHT-OF-WAY LINE OF FAIRWAY BOULEVARD, NORTH 00' 25' O" EAST 50.00 FEET TO A 1/2" IRON ROD FOR CORNER: THENCE LEAVING SAID EAST RIGHT-OF-WAY LINE OF FAIRWAY BOULEVARD, SOUTH 890 35'00" EAST 200.00 FEET TO A 1/2" IRON ROD BEING A POINT OF CURVATURE: THENCE ALONG AN 8.287 DEGREE CURVE TO THE RIGHT. HAVING A RADIUS OF 691.36 FEE", AND A CENTRAL ANGLE OF 10' 50' 17", A TOTAL ARC DISTANCE OF 130.78 FEET TO A 1/2" IRON ROD FOR CORNER, THEBEARING OF THE TANGENT AT SAID IRON ROD BEARS SOUTH 78' 44' 43" EAST; THENCE NORTH 000 25' 00" EAST 588.15 FEET TO A 1/2" IRON ROD LYING IN A CURVE; THENCE ALONG A 6.547 DEGREE CURVE TO THE RIGHT, HAVING A RADIUS OF 875.19 FEET AND A CENTRAL ANGLE OF 00' 34' 57", A TOTAL ARC DISTANCE OF 8.90 FEET TO A 112" IRON ROD FOR CORNER; THENCE NORTH 01' 28' 44" WEST 184.62 FEET TO THE PLACE OF BEGINNING AND CONTARING 6.17 ACRES OF LAND, MORE OR LESS. FINAL PLAT FOUNTAIN SECTION PARK 5-B" BLOCK 25, LOTS 8 - 14, BLOCK 27, LOT 191 BLOCK 29, LOT 17 & BLOCK 30, LOTS 2 - 10 OWNER/DEVELOPER: SKYLINE DEVELOPERS. 3501 MCNIEL AVENUE WICHITA FALLS, TX. 1817) 692-2331 INC. DECEMBER 12. 1989 SCALE: 1" = 100' ENGINEER: BIGGS 8 MATHEWS. INC. 2500 BROOK WICHITA FALLS. TX. 75301 (817) 766- 0156 STATE OF TEXAS COUNTY OF WICHITA THE OWNER OF THE LAND SHOWN ON THIS PLAT AND WHOSE NAME IS SUBSCRIBED HERETO AND IN PERSON OR THROUGH A DULY AUTHDRIZED AGENT HEREBY DEDICATES TO THE USES OF THE PUBLIC FOREVER ALLL STREETS, ALLEYS, PARKS, WATER COURSES, DRAINS. EASEMENTS AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED. MICHAEL LAM - PRESIDENT STATE OF TEXAS COUNTY OF WICHITA BEFORE ME, THE UNDERSIGNED AUTHORITY. ON THIS DAY PERSONALLY APPEARED MICHAEL LAM, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THISh u DAY OF %/aA�!/,9 PL, cjg/g9 NOTARY PUBLIC IN AND FOR WICHITA COUNTY, TEXAS THIS PLAT, HAS BEEN SUBMITTED TO AND CONSIDERED BY THE PLANNING BOARD OF THE CITY OF WICHITA FALLS, TEXAS, AND IS HEREBY APPROVED BY SUCH BOARD. DATED THIS NA- DAY OF S 1G9a. c CHAIRMAN SECRETARY THE DIRECTOR OF PUBLIC WORKS OF THE CITY OF WICHITA FALLS, TEXAS, HEREBY CERTIFIES THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS AS TO WHICH HIS APPROVAL IS REQUIRED. DIRECTOR OF PUBLIC WORKS I HEREBY CERTIFY THAT THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL AND ACCURATE FIELD SURVEY OF THE LAND UNDER MY PERSONAL SUPERVISION IN DECEMBER, 1989, AND THAT ALL INFORMATION SHOWN IS TRUE AND CORRECT; AND THAT ALL MONUMENTS SHOWN THEREON WERE PROPERLY PLACED UNDER MY PERSONAL SUPERVISION, 1N.ACCORDANCE WITH THE SUBDIVISION REGULATIONS OF THE CITY OF WICHITA FALLS, TEXAS. �•� n, r., OAP.• ; , - . { JAMES E. BIGGS, III, GISTERED PUBLIC SURVEYOR NO. 2967 ' "0 r, 351. I s V AL PLAT - 4-B BILK. 25, 30 6 29 - 5120.9]PF; 7059 55 14-Deo-89 07;51 / 7059-1