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868.25 - Bridge Creek Estates, Section 7STATE OF TEXAS 20176443�,} LL82 Total l Pages: 2 �LLu�!`� p�W���I�� COUNTY OF WICHITA Bill WIPEI'Wil*IINIY7TWJ1671�IIYhUftjl"ihryjkA11111 WHEREAS BRIDGE CREEK DEVELOPMENT, LLC is the Owner of a certain 28.66 acre tract of land out of Block 25, Denton County School Land, League No. 1, A-58, and out of Lot 2, Block 1, Bridge Creek Estates, as shown on plat recorded at Volume 27, Pages 617-618, Wichita County Plat Records, said 28.66 acres being located within the City of Wichita Foils, Wichita County, Texas, and being described by metes and bounds as follows: BEGINNING at an iron rod found at the Northwest corner of Bridge Creek Estates, Section 4 as shown on a plat recorded at Volume 27, Pages 1323 and 1324, Wichita County Plat Records; THENCE S 14' 55' 45" E, with the West line of said Section 4, a distance of 146.45 feet to an iron rod found at the Southwest corner of Lot 37, Block 4, of said Bridge Creek Estates, Section 4, for an angle comer of this tract; THENCE S 14' 57' 16" E, with the West line of said Section 4, a distance of 33.56 feet to an iron rod found at the Northeast corner of Bridge Creek Estates, Section 6 as shown on the plat recorded at Volume 28, Pages 404 and 405, Wichita County Plat Records, for an ell corner of this tract, said corner is also the Northeast corner of Lot 1A, Block 4, Bridge Creek Estates, Section 6 as shown on the plat recorded at Volume 28, Page 499, Wichita County Plat Records; THENCE with the North boundary of said Bridge Creek Estates, Section 6, the following courses: S 75' 00' 45" W a distance of 126.63 feet to an iron rod found at the Northwest corner of said Lot 1A, Block 4; S 75' 01' 15" W a distance of 171.15 feet to an ironrod found at an angle corner of Section 6; N 30' 22' 28" W a distance of 186.70 feet to an iron rod found at an angle corner of Section 6; S 75' 03' 06" W a distance of 189.26 feet to an iron rod found at the Northwest corner of Lot 58, Block 4; S 75' 04' 58" W a distance of 161.28 feet to on iron rod found at an angle corner of Section 6, said iron rod being the Northeast corner of Lot 68-A, Block 4, Bridge Creek Estates, Section as shown on the plat recorded at Volume 28, Page 894 Wichita County Plat Records, for an angle corner of this tract; S 75' 01' 55" W with the North line of said Lot 68-A, at 148.54 feet pass an iron rod set at the Northwest corner of said Lot 68-A, said rod being the Northeast comer of Lot 69-A, Block 4, and continuing on some course with the North line of Lot 69-A, in all a distance of 388.28 feet to an iron rod set at the Northwest corner of Lot 69-A, for an angle corner of this tract; N 33' 29' 31" W a distance of 42.90 feet to an iron rod found at an angle corner of Section 6; S 70' 28' 25" W a distance of 131.61 feet to an iron rod found on the East right-of-way line of Shady Grove Lane, a dedicated street, for an angle corner; S 76' 23' 15" W a distance of 49.89 feet to an iron rod found on the West right-of-way line of Shady Grove Lane for an angle corner; and S 76' 22. 18" W a distance of 108.24 feet to an iron rod set for the Southwest corner of this tract; THENCE N 10' 41' 08" W a distance of 182.00 feet to an iron rod set for an angle comer of this tract; THENCE N 10' 36' 39" W a distance of 50.00 feet to an iron rod set for an ell corner of this tract; THENCE N 79' 23' 21" E a distance of 0.56 foot to an iron rod set for on ell corner of this tract; THENCE N 08' 06' 25" W a distance of 140.13 feet to an iron. rod set for an angle comer of this tract; THENCE N 79' 23' 21" E a distance of 101.22feet to an iron rod set for an angle corner of this tract; THENCE N 85' 10' 05" E a distance of 50.00 feet to an iron rod set in a curve to the left whose center bears N 85' 10' 05" E. said curve having a radius of 1750.00 feet, a central angle of 0'54'00", and a chord that bears S 05' 16' 52" E 27.49 feet; THENCE Southerly along said curve to the left an arc distance of 27.49 feet to an iron rod set for an ell corner of this tract; THENCE N 84' 14' 25" E a distance of 142.23 feet to an iron rod set for an ell corner of this tract; THENCE N 05' 58' 06" W a distance of 89.01 feet to an iron rod set for an angle corner of this. tract; THENCE N 00' 42' 58" W a distance of 80.00 feet to an iron rod set for an angle corner of this tract; THENCE NORTH a distance of 439.99 feet to an iron rod set for the most Westerly Northwest corner of this tract; THENCE EAST a distance of 140.00 feet to an iron rod set for an ell comer of this tract; THENCE NORTH a distance of 19.74 feet to an iron rod set for an ell corner of this tract; THENCE EAST a distance of 50.00 feet to on iron rod set for an angle corner of this tract; THENCE S 89' 52' 00" E a distance of 141.40 feet to an iron rod set for an ell corner of this tract; THENCE S 00' 08' 00" W a distance of 69.07 feet to an iron rod set for an angle comer of this tract; THENCE N &V 10' 33" E a distance of 46.18 feet to an iron rod set at the beginning of a curve to the right, said curve having a radius of 225.00 feet, a central angle of 25'57'27", and a chord that bears N 77, 09' 17" E 101.07 feet; THENCE Northeasterly along said curve to the right an arc distance of 101.93 feet to an iron rod set at the end of curve; THENCE N 00' 08' 00" E a distance of 10.00 feet to an iron rod set for an all corner of this tract; THENCE S 89' 52' 00" E a distance of 50.00 feet to an iron rod set for an ell corner of this tract; THENCE S 00' 08' 00" W a distance of 10.00 feet to an iron rod set at the beginning of a curve to the left, said curve having a radius of 300.00 feet, a central angle of 12'30'48", and a chord that bears N 83' 52' 36" E 65.39 feet; THENCE Easterly along said curve to the left on are distance of 65.52 feet to an iron rod set for an angle corner of this tract; THENCE N 00' 08' 00" E a distance of 157.13 feet to an iron rod set for an angle corner of this tract; THENCE N 79' 27' 09" E a distance of 310.38 feet to an iron rod set for an angle corner of this tract; THENCE N 09 08' 00" E a distance of 49.22 feet to an iron rod set at the beginning of a curve to the left, said curve having a radius of 25.00 feet, a central angle of 55'08'00", and a chord that bears N 27' 26' 00" W 23.14 feet; THENCE Northwesterly along said curve to the left on arc distance of 24.06 feet to an iron rod set for an angle corner of this tract; THENCE N 35' 00' 00" E a distance of 79.72 feet to an iron rod set for an angle point of this tract; THENCE N 00' 08' 00" E a distance of 113.65 feet to an iron rod set at an ell corner of this tract; THENCE S 89' 52' 22" E a distance of 169.35 feet to an iron rod set in the West right-of-way line of Bridge Creek Drive, a dedicated street, for the Northeast comer of this tract; THENCE with said West right-of-way line of Bridge Creek Drive the following courses: S 00' 08' 00" W a distance of 618.26 feet to an iron rod found at the beginning of a curve to the left whose center bears S 89' 54' 43" E, said curve having a radius of 380.89 feet, a central angle of 105' 06' 33", and a chord that bears S 52' 27' 59" E 604.80 feet; Southeasterly along said curve to the left an arc distance of 698.74 feet to an iron rod found at the end of curve; N 75 01' 26" E a distance of 48.89 feet to an iron rod set at the beginning of a curve to the right whose center bears S 15' 02' 50" E, said curve having a radius of 219.65 feet, a central angle of 21' 26' 32", and a chord that bears N 85' 40' 26" E 81.72 feet; Easterly along said curve to the right an arc distance of 82.20 feet to an iron rod found for the most Eastern comer of this tract, said iron rod being the Northeast corner of the aforementioned Bridge Creek Estates, Section 4; THENCE with the North boundary of Bridge Creek Estates, Section 4 the following courses: S 7V 54' 00" W a distance of 82.70 feet to an iron rod found at the Northwest corner of Lot 41, Block 4; S 75' 06' 07" W a distance of 95.87 feet to an iron rod found at. the Northwest. corner of Lot 40, Black 4; S 75' 03' 01" W a distance of 124.98 feet to on iron rod found at the Northwest corner of Lot 39, Block 4; S 75' 02' 27' W a distance of 150.00 feet to an iron rod found at the Northwest corner of Lot 38. Block 4; and S 75' 03' 19" W a distance of 140.18 feet to the PLACE OF BEGINNING and containing 28.66 acres of land. THEREFORE, the owner of the land shown on this plat and whose name Is subscribed hereto and in person or through a duly authorized agent, hereby dedicates to the use of the public forever all streets, alleys, parks, water courses, drains, easements and public places thereon shown for the purpose and consideration therein expressed and further warrants that he has lawful authority to make such dedications. BRIDGE CRE DEVELOPMENT, LLC wft:�O- Culloctr President STATE OF TEXAS COUNTY OF WICHITA Before me, the undersigned authority, on this day personally appeared T Dotdgla Mc (loch. known to me to be the person whose name is subscribed 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 Limer my hand and seal of office this the f0l> day of MA-( 2017. WALTER THOMPI30N ��n Notary ID N 1287etn6 Notary Public, Wichita County, Texas M, Commiaabn Expref ,.. ... December 30. 2020 I hereby certify that this plat has been prepared from an actual and accurate field survey of the land made under my personal supervision and direction in September, 2013, and that all information shown is true and correct; and that all monuments shown thereon were properly placed under my personal supervision, in accordance with the subdivision regulations of the City of Wichita Falls, Texas. DENNIS PROBST REGISTERED PROFESSIONAL LAND SURVEYOR N0. 5352 .. s 2017E443 82 Total Pages: 2 Uv'- 9LI( Y� �!'�I ��n s • f/� Bill NII1IM11r, A'AMlll1 WAMWUIIMPh ki 11111 FINALPLAT OWNER / DEVELOPER: 1rDELry MOFFE AV. I LJ \ 1 �__ 9 UTHWEST PARKW CUNNINGHAM R BRIDGE C EE ESTATES SECTION 7 BRIDGE CREEK 9R � � GEMEfERYr � C 9 DEVELOPMENT, LLC a SITE 4 BLOCK 1, LOT 37; BLOCK 4, LOTS 42-417 & 75-83; BLOCK 5, LOTS 1-2; BLOCK 11, LOTS 4116 CALL FIELD ROAD x� REGINN° o a1 1-9; BLOCK 12, LOTS 6-9; BLOCK 13, LOTS 1-14; BLOCK 14, LOTS 1-11; BLOCK 15, WICHITA FALLS, TEXAS 76308 whTER LNG RESERVOIR � 'Sq LOT 5; BLOCK 16, LOT 10; BLOCK 1'7, LOTS 6-12; & BLOCK 18, LOT 12 PHONE: (940) 704-1461 N- r GROVE N � RICHARD RDo LANGFORD W.\�'.� = c, V R m WICHITA FALLS, TEXAS NORTH O PREPARED BY: G"OR DR. x ( 28.66 ACRES OUT OF BLOCK 26, DENTON COUNTY SCHOOL LAND, LEAGUE 1, A-58 M AND LOT 2, BLOCK 1, BRIDGE CREEK ESTATES, WICHITA FALLS, WICHITA COUNTY, TEXAS) KEY APRIL, 2017 SCALE: 1" = 100' CORLETT, PROBST & BOYD, P.L.L.C. E �TY_IMITS NO SCALE �:' . LAKE WIC A ENGINEERS & SURVEYORS NOTES: COMPLIANCE WITH THE The herein described property does not CURRENT STORMWATER The within the Special Flood Hazard Areas 4605 OLD JACKSBORO HIGHWAY inundated by 100 Year Flood as delineated The Director of Public Works of the City of Wichita Falls, Texas, hereby certifies that this subdivision plat conforms This is to certify that all taxes due and collected by Wichita County, the City of Wichita DETENTION ORDINANCE WILL on the Rood Insurance Rate Map for the BE REQUIRED ON THIS to all requirements of the subdivision regulations as to which his approval is required. Falls and Wichita Falls Indepen nt chool District on the above described property have beenWICHITA FALLS, TEXAS 76302 PROPERTY BEFORE BUILDING City of Wichita Falls, Wichita County, Texas, paid up to and including with the following exceptions: PHONE (9 40) 7 23 -145 5 PERMITS WILL BE ISSUED. Map Number: 48485C0435G d", BASIS OF BEARING IS THE Dated: February 03, 2010 Dfrector of Public Works This certification is conditional on values certified by the Appraisal District as of this date. WEST LINE OF BRIDGE CREEK Any changes to the certified value made subsequent to the date of the certification are not DRIVE NORTH OF CURVES as published by the U.S. Department of This Plat of Bridge Creek Estates, Section 7, Wichita Falls, Texas, has been submitted to and considered by the included. N 00' 08' 00" E. Homeland Security, Federal Emergency Planning Board of the City of Wichita Falls, Texas, and is hereby approved by such Board. ��/f Management Agency. ` Tax Collector- "'&Ar 1&4 Flood Zone designation is Zone X. Dated this the 21 day of gTL- 2017 . by Deputy. �a Date: 2017 Chairman Secretary I I yy I 1 III -1 - � 80• R.O.W.- -r-(PREV. F- BRIDGE CREEK I SET iR S 89'52'22" E 169.35' -}1 _ DEVELOPMENT, LLC I_ - SET IR - - - _�- R O S E M 0 N IT DOC. N0. 20169934 L IT N 00'08'00" E F-v 10' unL. ESMT I B U R I A L 1(P UTIL. ESMT 1 (PREV. DEDI.) & DRAINAGE 0. P: R. W. C. \ (PREV. DEDL) 113.65 I I „ II ,•, PARKI 35' DRAINAGE 2 85' R.O.W. I I I VOLVO & 1724, P 645 n DRAINAGE AND (PREV. DEO.) & Unl. ESMT DETENTION ESMT. I \ I I O. P. R. W. C. I I "' VOL. 1724, PG. 645 N 35'0'00' E ^ HEREIN DEDICATED ro 0. P.R. W. C. a \ I 79.72' ORIGINAL R= 7s.00' I �_ I I I I I I- SET IR I •; \ ✓/ - '� BOUNDARY A = 55'08'00» ^ry L= 28.80' A I /�/ �`- - S _- 1----L-- LOT 2 \ R = 25.00' R� S 89'52'00' E 14227' I / CANDLEWOOD CIRCLE BRIDGE CREEK ESTATES L = 24.06' cP - - - - - - I (50' R.O.W. PREV. DEDI.) (CITY OF WICHITA FALLS) ( 57roo'oo' E 2b.93 I I I �1T--.----- _ CH = 23.14' T IR �o i I \r-- _ _ -T-- , » 15'x20' AND �\ , p - A = 12'3O 48 7s' uTn. ESMT. N 2T26 O W R = 75.0o I :; \l (� E F I (UNPLATTED) I + DOC. No.%Q1Tr11 / SET IR L= 75.00' I 1 I I I I I REMAINDER L = 65.52 0. P. R. W. C. N 00'08 00 E-- -, I� I BLOCK 2 I :: I I - VOL. 1156, PG. 749 I I » R = 300.00' 7.5' UTIL ESMT. 49.22' n A I� - - - - - i I O w I OF LOT 2 A = 255727 SET IR <. f -----I ---- I - I Uo----- CH = 65.39' (HEREIN DED.) 0 3S m J 1 A BLOCK 1 L= 101.0, » 9E E "-$ M m 11 I I w l - N 83'52'36 E 27 09 31 j4Y•4T - ( BLOCK 5 I I I fK' I I VOL. 27, PGS. 617-618 R= 225.00' 15, W 14 7l 20' A m o N pp m q I I I E C. T H E E VOL 27, O I CH= 101.07' to Li w 3 n 55.9 3 R=225.00' 0 0 I I � 15_B.LL. J O I I PGi I 171 I O O n ��11pp I, 55.97•" I 7 M L-125.20' L, N C^ II��-- 154.21 -I N tv I I I .• ., l I I I / APPROX. LOCATION OF CANAL I N 77'09 1 7 E �T�- �', O O O 20' $ co \ fj 15 gl m Op '- (TO BE ABANDONED)(NO o �iNU O 0 O 1.41 9 3 $ oBLK.o 'S3 70' R.O.W. ,, - INSTRUMENT OF RECORD FOUND) • •• z 3_ I 00 b o'yA. �� N 64'10 33 E a -CO N 00 x "i o N DED.) Ll N B9'52'00" W (HEREIN DED.) o 1'4 ti 70' R.O.w. i JJ��I���IIII yyy��I �y o m « 12 NERE - U N PREV. DED. 0 0 46.18' o z rc ,O 1p Q p o $ -ma g v i to 0�'i 179.21' on 'S ( ) I :, N a: Q O 00 m Om- 1 3 ' I I I i r'•1\ I i I i,' o N oN o , " x�Ua:00 000m om�,.>�mcl ^ g0 C II I = EAST 50.00 S 0'08 00 W o °0 -CO ^ o � o _ 11 / / % o w _ L _ _ _ , so R / 69.07' ZONI0U,O O,� n1 N zJn a6� ,ya -� ol- - _,54.zr' O S � _ -A U I�I BLOCK 1O ���\ NORTH 19.74 o �� ,65 / o $ ( a I f~ 1 1----- \ SCALE: 1 00' S 89'52 OO E o 5y5 0 n g f F 15 B.L.L. 0 twit vwt 141.40' g g = 25 d `66 R=175.00. m a o J EAST SET IR w r Z W �O� L=9538' 1 m m m BLOCK 11 9 0 1 I I I \ Y Centerline Curve Table Curve # Length Radius Delta GI 119.29 200.00 3410'27" C2 193.85 325.00 3410'27" C3 90.61 200.00 2557'27' C4 135.21 300.00 25'49'27' C5 82.99 125.00 38'02'26" C6 65.74 225.00 16'44'23" C7 110.27 235.00 26'53'06" C8 99.22 175.00 32'29'03" C9 146.27 150.00 55'52'09" C10 71.43 250.00 1 16'22'14" Gil 178.99 1775.00 5'46'39" C12 162.79 1775.00 515'17" C13 82.41 175.00 26'58'53" C14 75.28 150.00 2845'16" C15 222.22 300.00 4226'30" C16 103.21 500.00 11'49'37• C17 48.11 50.00 55'O8.00" Centerline Tangent Table Line # Length Direction L7 16.01 S89'52'00"E L2 25.00 S89'52'00'E L3 25.00 S89'52'00'E L4 25.00 N90'00'00"E L5 21.33 N15'51'48"W L6 37.55 N26'58'53"W L7 39.63 N28'53'16"E L8 47.43 S59-31'07"W L9 16.29 S5931'07'W 110 2.59 S3813'04"W 111 8.90 S30'28'53"E L14 35.00 NOO'08'00"E 15'x40' AND JR140.00 SET IR 50.00' 141.40' iBLK. 15 k n ��� A R=525.00'I I i I7.5, UnUTY pASEMENT ¢ w a `�(} ZS" UTIL ESMT. L=10.00'I140.00 - 2 A DOC. NO. 401if24 z y (HEREIN DEO.) H• J SET IR i BLOCK 8 IO. P. R. W. C. o ,. a 5 SET IR N 89'S2'00" W 154.30' I BLOCK 1 m ¢ N mI R-275.00' o n L3 L2 in R=350.00'NOTE' a n n- a �/ o- L-23.19' • m m z^ ory L=123.95' m C3 / ro R=475.07.5' UTIL ESMT.1O A A , 07 31t' "' a• L=57.89' 2 m o' $ I POST. 30' WIDE RAW WATER UNE ESMT."10' UnUTY (HEREIN DED.) p 10 �,_ / L, I R=525.00' m I I EASEMENT (HEREIN 5' B.L.L. `�J ^ N 64 9 p0' ^ 16 B'L' $ m S 89'S2'00' E 189.48' L=80_45. I I v I CITY OF WICHITA FALLS -\ / DEDICATED)" 140.00'- I R-350.00' o R-475.00' I L - - - - - VOL 437�PG�31 W. C. D. R. / a O / - [- m N N 89'52'00' W La - _ J'JI Y '; •; C4 000�/ - $ �' L=t85.5T g'- $ 13 L=40.16' 161.98' I I I % //• 'I'/ \ OB = "15' UTILITY a) - FIST 165.00' L4 �9 1 ' R=175.00' $ 0 m 1 0 _ I EASEMENT (HEREIN in $ - W) L-79.28' a m R=525.00' U / / �, 0 50 R.O.W. y. I '$ i I'�m - -15' UTIL ESMT. - a DEDICATED)" (HEREIN DEDICATED) TES R �jl - 11 HEREIN DED. '. o o L-1792 m FND IR I ' /'/ I v S 89'52'00' E 7.5' ( ) I Z 'T 0 n m f I I I 1 J I I, // /// ©_ "15' DRAINAGE &-140.00=.� j5 B.4 Lw R=325.00' I 177.00' N 89'52'00" W Z 3 R=380.89' I I / �/ UTILITY EASEMENT is B.L.L. L=0.52' ORIGINAL c 172.37' W / L=14.58 - - - _ - BLOCK 10 50' R ^ < (HEREIN DEDICATED) R=325.00' o (� n I d n '� "' i N 89'S2'00' w 178.71' b A A o L=145.96' m I S 89'52'00" E 140.00' ^ BOUNDARY - I .�,� R=380.89' I I I / / 1 o A o w 1 I Hi m 1 2 m 3 34.92' �1 I. I y DQ = "10' DRAINAGE & 0_'I h 12 o hI 1 oM uoi BLOCK 14I o w I I LOT 2 2 'O �M m ' »+"^, 0 L=78.08' i t, // Q• 1` .`, :% I UTILITY EASEMENT O o m o 15' UTIL. ESMT. w^ W �i N 89'S2'00" W io >r R=50.00' (HEREIN DEDICATED) Z I EAST z ^ 10 n z ' Z Ij Ij� (HEREIN DED.) - L=74.38' \ 6 EAST I "''i u, l 167.63' w LJ- I 2 0 4 A 1\ / �Pt6� VN. ! \ I `.. l O 0 / 140.84' U rc S 89'S2'00' E \ APPROX. LOCATION OF CANAL 140.00' N 89'52'00" W ,� i o BLOCK 13 --- _ a (HEREIN ABANDONED WITHIN LIMITS OF g - 140.00' V? mn� S 78.6223' 149-40' \ /!1yP� \ SECTION 7 NO INSTRUMENT OF RECORD I I- BLOCK 17 I I 2 -1 " 3 m^� 16zor E cA / 't\''.-...._....................--- "� --1 - / 1 C ( FOUND) 8 11 $ m 0 m I . 3 ✓o 32.87• m S 8808'00' W / / O /. \ i ......._.......... .i J ;. mL_ I I I m I 9 I I 50' R A d-, -(_- CIRCLE $ ^- ;a Ca 5 89'S2'00' E z 11_ ", a h ' 4(p R.O.W. -N - G) = 38 .89 WOOD N 156.75' m tro WEST m WEST S 89'52.00" E T!1 v 10' UTIL ESMT. $ �W ;c m •- R-50.00 R=380.89' - 698.74' V. DED.) C010, 140.00' J 140.66' I EIn 7.5'-+='140.00' b (HEREIN DED.) i "' [C w 6 S L�3.62• L=63.D6•-105'O6'33"-F7.5' 1 m N 89'52'00" W 1C r 15'- - - - - - - = g 8 BLOCK 14$ `F. 4 - a=50.00','r�- 5 a5 E// H=60 .80' 6- - -g -8 - -•�-161.68'- _ ; 4. » / --1 - 7.5' UTIL. ESMT. w o�N 3 n I N 89'52'00" W n m L=54.ei' �a49. s' 11 6j° y91 }•(/� ...�.. ....... ..... ; ';. .. I, w m n A -�--.--15' UTIL ESMT. n to / 11' 9 '�: I ., 7.5' UTILITY ASEMENT (HEREIN DED.) W B m 150.00 - / € - .yqs I (HEREIN DED.) 10' UTIL. ESMT. / LO! E �`..'........F...�I...V... E I DOC. NO.4Tr»- EAST I o N FAST W N 89S2'00" W o 1p -'oa 5 g R=325.00' (HEREIN DEDJ / 19 / y \� 2j �,�1L\�.,..__ V0 2$, PG.S169-G70 'I It 70' R.O.W. 0. P. R. W. C. 140.00' w 140.47' 140.00' -m n. N I 10' UTIL ESMT. 'R•I (W 1 O L=59.76' R=275.00' / g9 $2i� + Z R=380.89' Q' q �y \ .a' (PREV. DED.) ( - ' +,; ;1 3 BLOCK I ffii W 4 om NI $ A 7 l" o a L L� (HEREIN DEO.) L=91.72' I 1 / $ w r L=134sr ,o \ BLOCK 8 q I 219.65 IL -IL S 69'S2'00' E I /. f- Z N w, 7 I I I� = 82 20' A = O'S4'OO" $ 17 J $ -3 ;L I b m n n a S 895200 E 148.43' /a1 p3 a 30' >. ,,> - J o m A o / 5•/ a S 4755 66.73' W 'P \ `... I.. _...... , A 21'26'32" m d ty S 89'S2'00" E �-7.5' m � 1�' w BLOCK " R ,L L = 27.49' 3 p 9 a L I 1 __ z� 140`00' 1 J tso.00 N / 1 > > o p li - _ 1 _ i' H= 81.72' WEST a R=325.00' & / ;o r - iLp' R = 1750.00' 040 wEsr N py - - e s 6 '� Io 9 L=66.12' 7 '� 11 f > � -- 85'40'26" E� ., R=275.00' i O L10 o, 140.28 r- 6 H R=175.00• 01 om 10' UTIL ESMT. / L=96.05• B:� O• 85' R.O.W. CH = 27.49' O Dap 39.69' 'a� } I N } jR=12L73' m L-30.39' ^I Imp HEREIN DEO. / R=250.00' 4 25� fi447 G AS (PREV. Dm.) (j" E i� + DD O < n N I R=1781 00' iv m J L=62.73' o f ) ,n -1 1 2+ \R S 05' 1 6 52" E to 07 O ,'»„ 8 A .o 1O I 5' N y N 89'S2'00" W g ^ m L=63.8Y , DO - .wSG. OO' "%�J O C� riF'j FND IR P 5 L=28.5Y o R=175.00' a BLOCK 1/ L6 yp� C A FAN 3f 50 Z R=150.00' A m & 152.63' °+ i 3 / / 1' B Cgs 3, �8• 8 » 1D R=200.00' L=118.99' [° z E / N 85'10 05 E O L=24.5T / L=57.43 aI S 10 / \ \I Sa ROw- N 47.52 J@73 �\ p IR 4 . 7.5' U-nESMT. 50.00' SET IR IMJm, L=70.64' $ I1(/N6 0 6ti/�R=325.00• C/ ( W l3, IIIJJJ 4, Ot+ 7S y5 B7' FND IR >\ » IyzO Z " N V saw 7 $ \ ,'I B L=98.75 Ltt 5 i6 25 B.Q.L. R=tao.00' _ w -_ ��---' ,,� / 74'54 00 W DOC. NO. 11 1 < S 02'57'36 W _ 1. 2. 15:0 85. Zt• BC.<. O. P. R. W. C. r ; 137.22• U `ra`- 115 C9 v ^ �S• .� z I ` q0- '� 1+ BLOCKs,p, L=; 9.36' 42 R=3118.41' 49$ '�1/ /R S 75'O6 O7 W .70 `SF' @ l� 8 G6 135. ,7 ' 12 . » N 79'23 21 E i� E R-2o0.00' a ro '9 << "/ \ R=210.00' 83 6 g 4 2 d is 101.22' SET IR N 84'14 25 L=ss.6, 6.50 o10d `R=125.00' �70@• 8750 26.99 rc �9 'A 1N 43 �� i50. /� SD.00 142.23 7 U Lz o `-9b.54' 3� �' S 75'03'01" W / 'oa FND IR / 95.87 SET IR in - 5 1"A L=121.89' Os, �O 00' a; � s R=200.Oo' 44 SE-[ IR 1p122 SET IR o Rm225.00• ar <� / Ad• �?.?@, S@' 8' a$Oa. 'a--73.01 C7 ''b,�Sc^ L=49.72' R=50;00' . » \ 124.98' JII 142.23• 6 2 L=8.63' 3D \S x, W \ 5'_ i' 18 ' S 75'02 27 W, 7i 7.5' UTIL m W to 1(HEREM DED.) @4 . ?p N' p, S>!6 C8 5 Bfi'2�t00' W I S�'Z•� ��` e, L=5670' 10i' 140. I �\ 30' PIPE LINE ESMT .t , BLOCK 4 \\ / ESMT. Q, s- VOL. 1933, PG. 153, 150.00 \ in t 0 n O 1a't' 00 a p3 79+ 5 HEREIN III ►" `n R=1750.00' o (`,�f)tA 00. 25 %� mo 2 ?> J� 1q3 'v. <, J m 750D 19 Z 0. P. R. W. C. N ( DED.80 ) N N L=107.76' A m GQ� N�i01" +N J' tj-� DO,\ ��y ^i r S eC�S�F 100.00' 7--*< N 4.� FND IR ,�� 1�� o I R-225.00' O 01 'V , ^R=200.00'- R-260.00' >* 12 \ 15' UTIL ESMT. I O'd' L=1140.30' A L=55.6 g$�g0 R 63 , 15'x15• ' "+� //�+ 3 / g1 / ; L=56.70' .� L=122.00'R-50.00' �� (PREV. DED.) O ! 12 A 85 _.90'� S 1 (HEREIN T. �y �• 79 '� / g / •^" BLOCK R_1120Yr0.00 v, S 30-28'17" E 95.34' a / L=31.6�• Y'" P / / •• • S 75-03'19" W \ 3, • .• 5' B.1-L 85.28 0 m DED.) i9-�''' / �" 4 L=56.70• d'7.5' DRAINAGE & UTIL ,_/ 83 �,7• w PLACE OF 140.18' I t- 2 C1 1'I N S 28'23'05" E 7.5 \ .00 .•.' 'C0 1. \ 1 I z yt t"Q'1 • g0 N ESMT. (HEREIN DED.) 75 e 50' R .,. ,.' l Di ^ v°98.6T CS 79'23'21" IN a3 A m 78 / �' �� y 110.77' ?v / / S 1zs l A p '-r, BEGINNING '��� 30Rpw.vRvi N 7923'21" E 952� g3'21" w S 110.69 A 76 'A °P // gV1 a� 7.5' DRAINAGE &m 82 / 1g9.26 s R-50.00' 50' R (50' 0.56 sET 1R $ 123.e3 a _ �. 77 '°�." oa a, UTL ESMT. Q R=50.0D S 14'S5'45' E' '( e i ' ' i L=63.56• 45 t 1 m 50' ROW w -1 R=275.00' w 0 \R (HEREIN DED.) / �' / 'X + 0 85.75 > , L=44.30'mp �i , / �' F, V' 1(N0. / ��O L=83.29' \ R_50.�. ?2• \ 146.45 N 10,36 '39" W 7 Z m. " \ g 8O % 7.5' UTIL ESMT. 5 j1' / �7.5• DRAINAGE L_44.64 �' FND IR BLOCK 4 W R-27500 a o 5 BLOCK 4 98.76'- w m, / D 'O \y // (PREV. DED. ESMT. w 50.00 SET IR B.LL� w � L=34.27' a BLOCK 4� 03 Y M1' P -f FND IR f w \ 2� VV S m 'm P / / O00 N / uS\1-. BEDI ? �1p5.5T '\ / 1 ESMT 00 O , 2\ \ (HER IIN DED3) I 46 i \ /� ` \ CiK .? 75 B / 9 , 5•/ 'I 5 EN. 0 !� \ O o "/' o ' -�} \ ' 15' UTIL. ESMT. BLO to ,0 R=1750.00' / /p \ tY' ' �' (PREV. oT; JU. 47 ip q dam• 9205 ` S E C. F 0 U R Doc. No.rL412Ly4 il� S 3 m , L=15t.6s' / / rta'o• E 5M1' 54 FND IR / \ -11 DED.) q o y a\ FND IR S 14'S7'16" E \ / '� ,l oa D / E tR' °roc' -' I m - I / '� 1 33.56' -... \ VOL. 27, PGfS. 1323-1324 1r ro�625 /PN 1 5 SOL'OEOi SET �\�.- �/15' UTIL ESMT. 30' PIPE LINE ESMT. 'P F �j�1-�� o• ' ^ ' 3 FAJ O o s 'o q / / 11a/Ptr1p ESM 'I. REv.`..r'( \ 4�s c^ I/ / 7.5' UTIL. ESMT. O O q R=1800.00 11\.tom-/� i `R OR,1B1p'(10N DEOI (P 8 2$ / \ �-' (PREV. DED.) VOL. 1933, PG. 153, R�3 17.CQs �30->W m L=156.2 • ` S ", ry 15'51.48" W, / i0E(N�iE•1N » `.1 3a / /\\ 0. P. R. W. C� n IS` a G 4p2y m / I o (HEREIN DED.)`t 15' UTIL ESMT. ` /� " 1, 7� ( d- \ 22.31� /� + <J , » i-� (PREV. DED.) /� / EXIST. 30' WIDE RAW WATER UNE ESMT. oo 37 �-1' L5 g; R a w �'239�4 •�Fa'O7• �� \S 75'04 58 W ;% • I J'"� 7 , )' SEC. T O •` CITY OF WICHITA FALLS /OB / ' 'AlN i p \ 'S�'' ' Y �, » \ °,. FND IR + » / \ VOL 437, PG. 31 W. C. D. R. _ AB / 161.28 S '75'03 06 W 1 ` 's. a S 75.00 45 W _ /_ / '� VOL. 27, PGS. 6 3-664 , 15'0.3�w 5o p4 PS tR/ /.� L`::-?, ` :, .,-Y, //Y\ 18,9.26' - 50' �0� qc �p� \ I 7.(PREV DED )L 12�t�3 _ 09 FND IR L. 28::; \r=„ S 75'01°15" W t� , „ 15' UTIL. ESMT. c+ 2 \ IR 2218 Wl-� P N 33-29 31 W , \i - - - - - --- '.WW WATER LINE I 1 (PREV. DED.) P 894. to UTIL ESMT. / c Fi ( \I\ R 1 \ -� / BLOCK 4 9O' / (PREV. DED.) \\ E FL ¢ s 50' 71 15' \ 6' _ 5 2 �-_ , \\\ a n"I I\ � �\ I OCK 4 v / r --------------r- c� 710a24 ���\\ \� S 70'28'25" Wes\`_ so' R 10 I I \ H E" ) I �!! S 76*23'15" W \ 131.61,, \� V `� IU I I I U 11 VOL. 28, \ P \ _ / 1 O ^ 1 5' DRANAGE &y \ I VOL. 27, PG. 1312 L. 10' UTIL. ESMT.. -� \ ,� -•..l '61}.- UTIL. ESMT. O o 15' U I ESMT. 49.89' i- (PREV. DED.) \ ^� -� 1 , :I; •,S Iz C. l I X :, , I p I I. I I o -P P P (PREV. DED.) \ + // \ 15' UTIL. ESMT. •c, 1 �T'y „` I (PREV. DED.) i w I PG. 499 / �30' PIPE LINE ESMT. \ \off \ \�/BLOCK 4\ice (PREV. DED.) I\ �V I I VOL. 2$, PG. 404-405_ - - U APPROX. LOCATION OF \ T-t / / \ 50' R / I _ _ _ _ _ _ 1 t-f '� ¢ CANAL (HEREIN ABANDONED I - - _ F W �.,/_ - - - - \ / _ CRY OF WICHITA FALLS VOL. 1933. PG. 153, BLOCK 1 \ +p \// / / t; e" I ' 1 u WITHIN LIMITS OF SECTION 7) \ \ z \ / / O a 10' PIPE LINE 0. P. R. W C. /\�, ¢ 17 \ `\/ ^, „ /' \\ �! �' , \ �. BLOCK 4 1 p'y 3 1(NO INSTRUMENT OF RECORD 1 I a 1 I I /,"C, \ I I� I O VOL 485, PG. 429 .I'll1 :: - ft �/ IS\` QP �j ` - f�, \ / / i M 0 i FOUND) I 3 14 F a I 3 W. C. D. R. / /� r \ pL \ \ ,/ �. 3• /- I I I a' d 1 I I DD $ w \ I I w q VOL. 28, PG./452/� \� \ VOL. 28, \\ / O /` I I I I l I I I w 1 F I I N \o \� PG. 855 I I:i I a o I III 10 w l I „ I w v l I I o' unL. ESMT. ? \\_ J S' I I G, I Gp' .... I II 'I I G, (PREV. DED.)' \\ \\ ./ ,'!� �y/^Q' v�� (Ll------I O --- BLOCK 4• ( II C i--_--_+4�-----\� L.------I1J------ I __-__.-_ U H - Da 0