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HomeMy WebLinkAboutRes 04-14 Approving a Final Plat for Paigebrooke EstatesTOWN OF WESTLAKE RESOLUTION NO. 04-14 A RESOLUTION OF THE BOARD OF ALDERMEN OF THE TOWN OF WESTLAKE, TEXAS, APPROVING A FINAL PLAT OF 12.248 ACRES FOR THE PAIGEBROOKE ESTATES ADDITION LOCATED ON THE SOUTHEAST CORNER OF J.T. OTTINGER ROAD AND DOVE ROAD. BE IT RESOLVED BY THE BOARD OF ALDERMEN OF THE TOWN OF WESTLAKE, TEXAS: SECTION 1: That the Board of Aldermen of the Town of Westlake does hereby approve a final plat of 12.248 acres for the Paigebrooke Estates addition located on the southeast corner of J.T. Ottinger Road and Dove Road. SECTION 2: That this Resolution shall become effective upon the date of its passage. PASSED AND APPROVED ON THIS 8TH DAY OF MARCH, 2004 ATTEST: Scott Bra ley, Mayor ing Crosswy, Town ecretary Trent O. Petty, Town Manager APPROVED AS TO FORM: L. Stanton Ldp T R=137.00Slope Easement CHB=N 20'52'59" E / Cvol. 14162, Pg. 15 CHL=83.72' 1/2" I.R.F. (C. M.) S 0,61 -5i, 8 _ FND. "PK" NAIL I- N 89•18'55" 'W 20,- lariable width R.O.W. Dedication Vol. 14162, Pg. 159 S 88'24'39" E 24.75',, p SET 'PK" �n C N 03'46'11" E 27.53' N 06'22'12" E 42.05' N 09'16'43" E_ 43.13' I F ?5.00, 99.57' �Hi Variable width Right of Way Ded 1/2" I.R.F. Vol. 14162, Pg. 159 CCa DOVE' ROAD N 89'36'10" E 781.67' 10' a E. 100 0 100 200 300 Feet 1/2" I.R.S. 53.00' 24.50' j -- o, 50' BL (TYP.) lim Zi�4 I \ 2\ \ � ^I r \ N 03'43'19" E ki` N o 2 J IAIL 179.26' `��� \ c"r. 2,000 Ac, 3 m 2.000 Ac. a I II N 88 o 15.80'Ac. O127'02" \ 10 I N O m Icl I I� N/ /U DRAIN. & J L' BL (TYP.) 15 DRAIN. &UTIL. ESMT. 3 \ \ US ESMT.- J cn j SEE DETAIL A) _ N Ci I N I rj� \ / ( 41.5' PRIVATE ROAD, ACCESS my -o DRAINAGE &UTI UTILITY L Y ESMT. d J �'I{^r' - - M T �zQ I} V / G13 L15 L14 12 N 2 O L4 - L13 w E1 .� Im 2.000 Ac. / ��'�6 C O w�� 176.07 uo a N (39'43 59 W hyo L=57.62' L=59.11' a 1 1G W 15' DRAIN. & UTIL ESMT./ pA • 11 R-_ 175.00' R_ 22$.00' r' z S6,9 / 9� s�s �(\�, O II I \ \ 26353 L18 N 11'59'47" E w 84.61' Q N 10'59'29" E o 43.67' 1 zoo U 1 � o I 2 3 I W of I M � Z11 to � M C4 m N v o� 2 0 3 ^ LO 10 oN QQ 4 FND. "PK" NAIL (C.M.) , N 89'38'41" W 125.00' FND. "PK" NAIL (C. M.) S /2 S 20'02'03" W 16b 97.78' ' 5.00' co L=46.37' R=175.00' S 35'13'00" W 2.000 Ac, / 29.31' I O / L=78.50' I I I R=125.00 N 00'45'48" W 43.90' I I IN S 82'54'37" E IJ 24.09' 4\ L /)^ o ISL=38.67' 72� J R=47.00' 177.08' N 83'1211 W L 11 N 13'59'36" E S 04'03'13" W 22.50' 96.92' / S 67'57'04" E / 41.11• - - "r) N 08'48'07" W 15' WATER LINE ESMT. 123.75' (BY THIS PLAT) `_411 08'48'01" W__� 113.13' I N 34'23'23" E J N 34'23'23" E N 04'23'23" E \/ /67.16' 20.51'\r N 04'23'23" E 63.02 g2 15.85' 28 R=159.38• 5/8" I.R.F. N 66'35'12" E �' 9 20.38' S`'Y�, 112.24' L� L=55.82' 7Q> R9•• ar-iR'41" F = R=150.00' 2• !y gfadle> ce �eM 90 0 � g2 a 00 Pg ERl 81 cott06\0 50 '00 SJai. lR N 45'15'58" E 5/8" I.R.F. N 72'02'26" W 7.40' 26.04' N 81'51'46" W L=69.33' 5/8" LR.F 28.13' R=200.00' S/a" I.B.F. N 23'02'59" W L=30.00' 5/8" I.R.F. 31.42' R=175.00' L 124.06, 5/8" I.R.F. - Bradley 5/8 to Kenneth Scott Rodgers and Rebecca Lynn Rodgers Vol. 14927, Pg. 324 LEGEND LINE TABLE I.R.F. O LINE LENGTH BEARING Lt 135.22' S00'23'50"E L2 24.66' S2244'33"W L3 69.24' N74'40'53"W L4 176.07' N89'43'59"W L5 195.60' S71'24'11 "W L6 97.78' S20'02'03"W L7 29.31' 535'13'00"W 78 160.87' S00'45'48"E L9 50.00' N00'23'50"W L10 33.44' N09'40'07"W Li1 20.00' N00'23'50"W L12 24.66' N22'44'33"E L13 69.24' N74'40'53"W L141 85.39' 589'43'59"E L15 90.68' S89'43'59"E L16 123.08' N71'24'11"E 1_17 72.52' N71'24'11"E L18 6.90' N20'02'03"E L19 90.88' 1\120'02'03"E L20 29.31' N35'13'00"E L21 82.05' N00'45'48"W L23 253.33' N01'23'13"E L24 88.05 N01'23'1 3"E L25 28.61' NO3'46'11"E L26 43.25' N06 -22'12"E L27 44.36' N09'16'43"E L28 84.98' N11'59'47"E L29 41.94' N10'59'29"E L30 117.42' N04'03'13"E L31 30.35' S27'49'31"W 1_32 70.97' 589'14'12"W L33 27.35' 589'14'12"W L341 65.24' 589'14'12"W N 45'15'58" E 5/8" I.R.F. N 72'02'26" W 7.40' 26.04' N 81'51'46" W L=69.33' 5/8" LR.F 28.13' R=200.00' S/a" I.B.F. N 23'02'59" W L=30.00' 5/8" I.R.F. 31.42' R=175.00' L 124.06, 5/8" I.R.F. - Bradley 5/8 to Kenneth Scott Rodgers and Rebecca Lynn Rodgers Vol. 14927, Pg. 324 LEGEND LOT 2 I.R.F. O - IRON ROD FOUND I.R.S. E7 - IRON ROD SET W/ 665.0 YELLOW CAP STAMPED 665.0 "ARTHUR SURVEYING COMPANY" R.O.W. - RIGHT-OF-WAY P.O.B. - POINT OF BEGINNING C.M. ® - CONTROLING MONUMENT r - "PK" NAIL SET MINIMUM FINISHED FLOOR ELEVATIONS LOT 2 654.0 LOT 3 665.0 LOT 4 665.0 LOT 5 665.0 LOT 6 665.0 N 74'40'53" W 69.24' CURVE TABLE CURVE LENGTH RADIUS C1 80.77' 200.00' C2 144.12' 100.00' C3 65.68' 250.00' C4 65.85' 200.00' C5 179.31' 200.00' C6 39.75' 150.00' C7 94.20' 150.00' C8 17.07' 105.50' C9 15.29' 94.50' C10 74.11' 183.50' C11 120.34' 83.50' C12 70.01' 266.50' C13 71.28' 216.50' C14 67.72'1 216.50' C15 126.38' 216.50' C16 35.38' 133.50' C17 104.56' 166.50' C18 23.45' 47.00' C19 27.73' 73.00' N 57'30'08" W 23.55' I.R.F. L=205.06' REVIEWED BY* �^ TOW TORNEY TOWfrENGfNEffR Iffill I.R.F. GRID N: 7041306.131 GRID E:2364902.840 FND. "PK" NAIL 5/8" I.R.F.O S 00'23'50" E 50.00' L=61.61' R=114.00' L=41.59' R=86.00' \, L=78.07' R=225.00' S 22'44'33" W 24.66' M v N N 2 3 N to 0 T- 0 0 At S 89'29'27" W 180.51' ,j,1/2" I.R.F. N 00'18'02" E 87.22' 1/2" I.R.F NOTES Branch M Q X09 MAHOTE ROANOKE - DOVE RAVEN F- Qo w TIMBE M 3 ¢ LAMBERT w ASPEN > a KNOX o SPRING NO Ld WINTER M µ GARDEN o AUTUMN VICINITY MAP SCALE 1"=2000' NOW, THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS: THAT WE, SCOTT and KELLY BRADLEY, do hereby adopt this plat, designating the herein described property as PAIGEBROOKE, an addition to the Town of Westlake, Tarrant County, Texas. The easements hereon are hereby reserved for the purposes indicate are hereby reserved for the purposes indicated. The utility and fire lane easements shall be open to the public, fire and police units, garbage and rubbish collection agencies and the public and private utilities specifically approved by the Town of Westlake for the use of a particular easement. The maintenance of paving or any other surfaces on the utility and fire lane easements is the sole responsibility of the property owner. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed, reconstructed or placed upon, over or across the easements as shown. Said easements beinghereby reserved for mutual use and accommodation of all public utilities s ecificoll Y P P Y approved by the Town of Westlake. Any public utility specifically approved by the Town of Westlake to use a articular easement shall have the right to remove and keep removed all or art of an buildings, fences P 9 P P Y 9. trees, shrubs or other improvements or growths which in any way may endanger or interfere with the construction, maintenance, or efficiency of its system on the easement and that the public utility shall at all times have full right of ingress and egress to or from and upon the easement for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or part of its system, subject to complying with all ordinances, rules, regulations and resolutions of the Town of Westlake, Texas. The Town of Westlake, Texas, and the public utility shall have the right of ingress and egress to private property for the purpose of reading meters, maintenance and service required or ordinarily performed by that utility. Water main and wastewater easements shall also include additional area of working space for construction and maintenance of the systems. Additional area is also conveyed for installation and maintenance of the systems. additional area is also conveyed for installation and maintenance of manholes, cleanouts, fire hydrants, water services and wastewater services from the main to the curb or pavement line. description of these additional easements herein granted shall be determined bt their location as installed. This plat is approved subject to all platting ordinances, rules, regulations and resolutions of the Town of Westlake, Texas. / WITNESS our hands this the a 5 _ day of _fSE$Ju4AT' , 2005. CIR - _- ---- ----------- Scott Bra ley n Kelly adley COUNTY OF _L�RAa(_r_ _ )( STATE OF TEXAS )( BEFORE ME, the undersigned authority, ort this day personally appeared Scott Bradley, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the some for the purpose and consideration therein expressed, in the capacity therein stated, and as the act and deed of said partnership. ff GIVEN UNDER MY HAND AND SEAL OF OFFICE on the 5_ day of _CC.�('uAL�, 2005. -- -- ,----------- Notary Public in and for the96 Stale LlLAIAff. RIWXM My Commission Expires: _L z 2D0s 21 M aM --- coMnaw u+Mia: COUNTY OF 1�1e/4A L_ )( DECEMBER 21 �� STATE OF TEXAS )( BEFORE ME, the undersigned authority, on this day personally appeared Kelly Bradley, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to m that p g g g e a she executed the some for the purpose and consideration therein expressed, in the capacity therein stated, and as the act and deed of said partnership. GIVEN UNDER MY HAND AND SEAL OF OFFICE on the day of _FE&E�ete4Rt__, 2005. � ,d- - --- - - - - - - Notary Public in and for the Sta e of Texas LELAND H. f My Commission Expires: 7/1�� M 81MIl 21. 200000 APPROV�Q BY THE BOARD of ALDERMEN OF WESTLAKE, TEXAS, on the day of ----_, 20OX it ._1 Mayor pro tem 1. Selling off a portion of this addition by metes and bounds description, without a replat being approved by the Town of Westlake, is a violation of City Ordinance and State Law and is subject to fines and withholding of utilities and building permits. 2. Bearings based on west line of Rodgers tract, recorded in Volume 141927, Page 324 of the Land records of Tarrant County, Texas. 3. Grid coordinates, as shown hereon, were derived from geodetic measurments based on the Town of Westlake GPS Monument Nos. 2 and 9, rotation to Grid North 00'42'53". SURVEYORS CERTIFICATE This is to certify that I, Douglas L. Arthur, a Registered Professional Land Surveyor in the State of Texas, have platted the above subd' Sion from an actual survey, performed on the ground, and that this plg"orrectly represpnts,,"at rvey made by Arthur Surveying Company, Inc.. L. I Land Surveyor No. 4357 WHEREAS WE, SCOTT and KELLY BRADLEY, are the owners of all that certain lot, tract or parcel of land situated in the Jesse Gibson Survey, Abstract No. 592, and being a portion of a called 37.231 Acre tract of land described by deed to Scott Bradley and Kelly Pace Bradley as recorded in Volume 13502, Page 90 of the deed records of Tarrant County, Texas, and being more particularly described as follows: BEGINNING at a found "P.K." nail in asphalt pavement known as Ottinger Road, being the southwest corner of said Bradley tract and the northwest corner of that certain tract of land described by deed to Kenneth Scott Rodgers and Rebecca Lynn Rodgers, as recorded in Volume 14927, Page 324 of the deed records of Tarrant County, Texas: THENCE Northerly within Ottinger Road and with the west line of said Bradley tract the following courses and distances; North 00 degrees 06 minutes 54 seconds West, a distance of 281.35 feet to a "P.K." nail set for corner: North 04 degrees 03 minutes 13 seconds East, a distance of 216.76 feet to a "P.K." nail set for corner: North 10 degrees 59 minutes 29 seconds East, a distance of 43.67 feet to a "P.K." nail set for corner: North 11 degrees 59 minutes 47 seconds East, a distance of 84.61 feet to a "P.K." nail set for corner: North 09 degrees 16 minutes 43 seconds East, a distance of 43.13 feet to a "P.K." nail set for corner: North 06 degrees 22 minutes 12 seconds East, a distance of 42.05 feet to a "P.K." nail set for corner: North 03 degrees 46 minutes 11 seconds East, a distance of 27.53 feet to a "P.K." nail set for corner: North 01 degrees 25 minutes 46 seconds East, a distance of 340.94 feet to a "P.K." nail set for corner for the southwest corner of a certain variable width right-of-way tract described by deed recorded in Volume 14162, Page 159 of the deed records of Tarrant County, Texas: THENCE South 88 degrees 24 minutes 39 seconds East, departing the west line of said Bradley tract, with the south line of said right-of-way tract, a distance of 24.75 feet to a 1/2 inch iron rod set with yellow cap stamped " ARTHUR SURVEYING COMPANY", for the southeast corner of said right-of-way tract being the east line of Ottinger Road: THENCE North 01 degrees 04 minutes 56 seconds East, with the east line of Ottinger Road, a distance of 178.77 feet to a 1/2 inch iron rod found for corner at the beginning of a non -tangent curve to the right having a radius of 137.00 feet and a chord bearing and distance of North 20 degrees 52 minutes 59 seconds East at 83.72 feet: THENCE in a northeasterly direction with the east line of Ottinger Road and along said curve to the right, an arc length of 85.08 feet to a 1/2 inch iron rod found for corner at the beginning of a non -tangent curve to the left having a radius of 425.00 feet and a chord bearing and distance of South 65 degrees 51 minutes 20 seconds at 353.05 feet, said point being in the south line of Dove Rood: THENCE in a southeasterly direction with the south line of Dove Road and along said curve to the left, an arc length of 364.08 feet to a 1/2 inch iron rod found for corner: THENCE North 89 degrees 36 minutes 10 seconds East, with the south line of said Dove Road, a distance of 781.67 feet to a 1/2 inch iron rod set with yellow cap stamped ARTHUR SURVEYING COMPANY": THENCE departing the south line of Dove road and traversing over and across said Bradley tract the following courses and distances; South 00 degrees 23 minutes 50 seconds East, a distance of 50.00 feet to a 1/2 inch iron rod set with yellow cap stamped " ARTHUR SURVEYING COMPANY" at the beginning of a tangent curve to the right having a radius of 114.00 feet: Souther) with said curve to the right an arc length of 61.61 feet to a 1 2 inch iron rod set with yellow ca stamped " ARTHUR SURVEYING 0 o d Y 9 9 / P P Y COMPANY" at the beginning of a curve to the left having a radius 86.00 feet: Southerly along said curve to the left an arc length of 41.59 feet to a 1/2 inch iron rod set with yellow cap stamped "ARTHUR SURVEYING COMPANY" at the beginning of a curve to the right having a radius of 225.00 feet: Southerly and westerly along said curve to the right an arc length of 78.07 feet to a 1/2 inch iron rod set with yellow cap stamped "ARTHUR SURVEYING COMPANY": South 22 degrees 44 minutes 33 seconds West, a distance of 24.66 feet to a 1/2 inch iron rod set with yellow cap stamped " ARTHUR SURVEYING COMPANY" at the beginning of a tangent curve to the right having a radius of 125.00 feet: Southerly and westerly with said curve to the right an arc length of 180.15 feet to a 1/2 inch iron rod set with yellow cap stamped " ARTHUR SURVEYING COMPANY": North 74 degrees 40 minutes 53 seconds West, a distance of 69.24 feet to a 1/2 inch iron rod set with yellow cap stamped " ARTHUR SURVEYING COMPANY" at the beginning of a tangent curve to the left having a radius of 225.00 feet: Westerly with said curve to the left an arc length of 59.11 feet to a 1/2 inch iron rod set with yellow cap stamped " ARTHUR SURVEYING COMPANY": North 89 degrees 43 minutes 59 seconds West, a distance of 176.07 feet to a 1/2 inch iron rod set with yellow cap stamped " ARTHUR SURVEYING COMPANY" at the beginning of a tangent curve to the left having a radius of 175.00 feet: Westerly with said curve to the left an arc length of 57.62 feet to a 1/2 inch iron rod set with yellow cap stamped " ARTHUR SURVEYING COMPANY': South 71 degrees 24 minutes 11 seconds West, a distance of 195.60 feet to a 1/2 inch iron rod set with yellow cap stamped " ARTHUR SURVEYING COMPANY" at the beginning of a tangent curve to the left having a radius of 175.00 feet: Southwesterly with said curve to the right on arc length of 156.90 feet to a 1/2 inch iron rod set with yellow cap stamped " ARTHUR SURVEYING COMPANY': South 20 degrees 02 minutes 03 seconds West, a distance of 97.78 feet to a 1/2 inch iron rod set with yellow cap stamped " ARTHUR SURVEYING COMPANY" at the beginning of a tangent curve to the right having a radius of 175.00 feet: Southwesterly with said curve to the right an arc length of 46.37 feet to a 1/2 inch iron rod set with yellow cap stomped " ARTHUR SURVEYING COMPANY': South 35 degrees 13 minutes 00 seconds West, a distance of 29.31 feet to a 1/2 inch iron rod set with yellow cap stamped " ARTHUR SURVEYING COMPANY" at the beginning of a tangent curve to the left having a radius of 125.00 feet: Southerly with said curve to the right on arc length of 78.50 feet to a 1/2 inch iron rod set with yellow cap stamped " ARTHUR SURVEYING COMPANY': South 00 degrees 45 minutes 48 seconds East, a distance of 43.90 feet to a 1/2 inch iron rod set with yellow cap stamped " ARTHUR SURVEYING COMPANY" at the beginning of a non -tangent curve to the left having a radius of 47.00 feet and a chord bearing and distance of South 59 degrees 20 minutes 13 seconds West at 37.59 feet: Southerly and westerly with said curve to the left an arc length of 38.67 feet to a 1/2 inch iron rod set with yellow cap stamped " ARTHUR SURVEYING COMPANY" South 82 degrees 54 minutes 37 seconds East, a distance of 24.09 feet to a 1/2 inch iron rod set with yellow cap stamped "ARTHUR SURVEYING COMPANY" at the beginning of a curve to the right having a radius of 73.00 feet and a chord bearing and distance of South 34 degrees 27 minutes 31 seconds East, at 109.26 feet: Southerly and easterly with said curve to the right on arc length of 723.46 feet to a 1/2 inch iron rod set with yellow cap stamped"ARTHUR SURVEYING COMPANY" South 13 degrees 59 minutes 36 seconds West, a distance of 22.50 feet to a 1/2 inch iron rod set with yellow cap stamped "ARTHUR SURVEYING COMPANY" at the beginning f curve right vi r f 7 r 1 g g o a cu e to the ig t ha ng a radius o 3 00 feet and a chord bearing and distance of South 63 degrees 0 minutes 16 seconds West, at 110.23 feet: Southerly and westerly with said curve to the right an arc distance of 124.93 feet to a 1/2 inch iron rod set with yellow cap stamped "ARTHUR SURVEYING COMPANY": North 67 degrees 57 minutes 04 seconds West, a distance of 41.11 feet to a 1/2 inch iron rod set with yellow cap stamped "ARTHUR SURVEYING COMPANY" at the beginning of a curve to the right having a radius of 73.00 feet and a chord bearing and distance of North 30 degrees 56 minutes 37 seconds West, at 87.88 feet: Northerly and westerly with said curve to the right an arc length of 94.30 feet to a 1/2 inch iron rod set with yellow cap stamped "ARTHUR SURVEYING COMPANY" : North 83 degrees 12 minutes 11 seconds West, a distance of 177.08 feet to a 1/2 inch iron rod set with yellow cap stamped "ARTHUR SURVEYING COMPANY" : of South 04 degrees 03 minutes 13 seconds West, a distance of 96.92 feet to a 1/2 inch iron rod set with yellow cap stamped "ARTHUR SURVEYING COMPANY": South 00 degrees 06 minutes 54 seconds East, a distance of 280.65 feet to a 1/2 inch iron rod set with yellow cap stamped "ARTHUR SURVEYING COMPANY" in the north line of the aforementioned Rodgers tract: THENCE North 89 degrees 38 minutes 41 seconds West, with the north line of said Rodgers tract, a distance of 25.00 feet to the Point Of Beginning and containing in all 12.695 Acres of land more or less. OWNER / DEVELOPER Scott and Kelly Bradley 10 Paigebrooke Lane Westlake, Texas 76062 rthur Surveying Co., InC, Professional Land Surveyors 972-221-9439 - Fax 972-221-4675 220 Elm Street, Suite 200 - P.O. Box 54 Lewisville, Texas 75067 REVISED: 02-23-2005 PER CITY COMMENTS DRAWN BY: T.M. DATE: 02/05/04 SCALE: 1"=100' CHECKED BY: ASC NO.: FINAL PLAT Pa igebrooke Lots 1-5, Block A an addition to the Town of Westlake Tarrant County, Texas 12.695 Acres Jesse Gibson Survey, Abstract No. 592 Town of Westlake Tarrant County, Texas --January 2005 -- W