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Home My WebLink AboutRES 08 233 RESOLUTION NO. 08-233 WHEREAS, Phelan Investments of Beaumont,has agreed to convey a ten-foot(10') wide Water Line Easement, being a 1.075 acre tract out of the C. Williams Survey, Abstract 59, as described in Exhibit'A" and shown on Exhibit "B, attached hereto, to the City of Beaumont to provide access for fire protection services to Willow Creek Country Club Estates, Section X-C along Grey Hawk; and, WHEREAS, the City Council has considered the purpose of said conveyance and is of the opinion that the acceptance of said conveyance is necessary and desirable and that same should be accepted; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: THAT the easement conveyed by Phelan Investments of Beaumont, as described in Exhibit 'A" and shown on Exhibit "B," be and the same is hereby accepted. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 26th day of August, 2008. low r � - Mayor Pro Tern Audwin Samuel - o � EXHIBIT"A", PAGE 1 OF 4 FIELD NOTE DESCRIPTION FOR A WATER LINE EASEMENT A 1.075 ACRE TRACT OUT OF THE C. WILLIAMS SURVEY,ABSTRACT 59 JEFFERSON COUNTY, TEXAS JULY 21, 2008 That certain 1.075 acre tract for a water line easement out of the C. Williams Survey, Abstract 59, Jefferson County, Texas, being out of a called 154.10 acre tract conveyed to M. A. Phelan as recorded in Volume 1974, Page 238 of the Deed Records of Jefferson County, Texas, said 1.075 acres being more particularly described by metes and bounds as follows: Note: Basis of Bearings is the north line of a called 5.828 acre tract (Tract No. 1), a drainage easement conveyed to Jefferson County Drainage District No. 6 as recorded in Clerks File No. 9800632 of the Official Public Records of Jefferson County, Texas and the south line of Willow Creek Country Club Estates Section X-C, plat recorded in Clerks File No. 2008012575 of the Official Public Records of Jefferson County, Texas having been called North 89°54'16"West 740.23 feet. COMMENCING at a capped iron rod found in the east line of the said 5.828 acre tract for the northwest corner of said Willow Creek Club Estates Section X-C from which a %" iron rod found for an angle point of the said 5.828 acre tract bears North 00°10'58" East 185.23 feet (called North 00 010'58" East 185.23 feet); THENCE South 89 054'16" East along the north line of said Willow Creek Club Estates Section X-C a distance of 120.28 feet (called South 89 054'16" East 120.28 feet) to a capped iron rod found in the west right-of-way line of Grey Hawk for the southwest corner of the said 1.075 acre tract and the POINT OF BEGINNING; THENCE North 00 005'44" East along the west line of the said 1.075 acre tract a distance of 87.20 feet to a point for the PC of a curve; THENCE continuing along the said west line of the 1.075 acre tract with a curve to the right, having a chord bearing of North 20 003'06" East, a chord distance of 102.39 feet and a radius of 150.00 feet, a distance along the curve of 104.49 feet to the PT of the curve; THENCE North 40 000'27" East continuing along the said west line of the said 1.075 acre tract a distance of 44.57 feet to the PC of a curve; THENCE continuing along the said west line and north line of the 1.075 acre tract with a curve to the right, having a chord bearing of North 84 050'33" East, a chord distance of 96.67 feet and a radius of 50.00 feet, a distance along the curve of 182.97 feet to the PT of the curve; Filtz&Shipman,Inc. Project No. 07983 WL Plat&Description EXHIBIT `A' EXHIBIT "A", PAGE 2 OF 4 THENCE South 50 019'21" East continuing along the said north line of the said 1.075 acre tract a distance of 65.64 feet to the PC of a curve; THENCE continuing along the said north line of the 1.075 acre tract with a curve to the left, having a chord bearing of South 85 030'53" East, a chord distance of 144.08 feet and a radius of 125.00 feet, a distance along the curve of 153.55 feet to the PT of the curve; THENCE North 59 017'36" East continuing along the said north line of the said 1.075 acre tract a distance of 24.24 feet to an angle point; THENCE North 04 029'07" East continuing along the said north line of the said 1.075 acre tract a distance of 17.29 feet to a point in the future extension of the westerly right-of-way line of Willow Bend Drive for an angle point; THENCE North 39 039'31" East continuing along the said north line of the said 1.075 acre tract a distance of 60.12 feet to a point in the future extension of the easterly right-of-way line of Willow Bend Drive for the northeast corner of the said 1.075 acre tract; THENCE South 50°20'29" East along the east line of the said 1.075 acre tract a distance of 80.25 feet to the PC of a curve; THENCE continuing along the said east line of the 1.075 acre tract with a curve to the right, having a chord bearing of South 42°26'07" East, a chord distance of 153.69 feet and a radius of 560.00 feet, a distance along the curve of 154.18 feet to a capped iron rod found for the northeast corner of said Willow Creek Club Estates Section X-C and the most easterly southeast corner of the said 1.075 acre tract; THENCE South 55 027'07"West along the north line of said Willow Creek Club Estates Section X-C and a south line of the said 1.075 acre tract a distance of 60.00 feet to a capped iron rod found in the said westerly right-of-way line of Willow Bend Drive for an angle point of the said Willow Creek Club Estates Section X-C and the most easterly southwest comer of the said 1.075 acre tract; THENCE along the said future extension of the westerly right-of-way line of Willow Bend Drive and an interior line of the said 1.075 acre tract with a curve to the left, having a chord bearing of North 42 016'23"West, a chord distance of 134.42 feet and a radius of 500.00 feet, a distance along the curve of 134.82 feet to an angle point; THENCE North 85 046'55"West continuing along an interior line of the said 1.075 acre tract a distance of 24.60 feet to an angle point; THENCE South 59°17'36"West continuing along an interior line of the said 1.075 acre tract a distance of 42.06 feet to the PC of a curve; Ritz&Shipman,Inc. Project No. 07983 WL Plat&Description EXHIBIT "A", PAGE 3 OF 4 THENCE continuing along the said interior line of the 1.075 acre tract with a curve to the right, having a chord bearing of North 85 030'53"West, a chord distance of 201.71 feet and a radius of 175.00 feet, a distance along the curve of 214.98 feet to the PT of the curve; THENCE North 50°19'21" West continuing along the said interior line of the 1.075 acre tract a distance of 84.08 feet to an angle point; THENCE South 40 000'27"West continuing along the said interior line of the 1.075 acre tract a distance of 63.01 feet to the PC of a curve; THENCE continuing along the said interior line of the 1.075 acre tract with a curve to the left, having a chord bearing of South 20 003'06"West, a chord distance of 68.26 feet and a radius of 100.00 feet, a distance along the curve of 69.66 feet to the PT of the curve; THENCE South 00 005'44"West continuing along the said interior line of the 1.075 acre tract a distance of 87.20 feet to a capped iron rod found in the said north line of Willow Creek Club Estates Section X-C and the east right-of-way line of Grey Hawk for the most westerly southeast corner of the said 1.075 acre tract; THENCE North 89°54'16"West along the said north line of Willow Creek Club Estates Section X-C and a south line of the said 1.075 acre tract a distance of 50.00 feet to the POINT OF BEGINNING and containing 1.075 acres of land more or less. This field note description is being submitted along with a plat of even date based on a survey performed by Fittz & Shipman, Inc. during March 2008. OF Walter J. Ksiazek ��►+� °.TF,+. Registered Professional Land Surveyor o. 5321 *.'�� gyp. WALTER J. KSIAZE6C '' � 21 Sftt�r�fE`i Ritz&Shipman,Inc. Project No. 07983 WL Plat&Description NUMBER DIRECTION DISTANCE EXHIBIT "A", Page 4 Of 4 Lt N 00'05'44" E 87.20 jyr L2 N 40'00'27" E 44.57 C2 l L3 S 50'19'21" E 65.64 L4 N 59'17'36" E 24.24 �G��d L5 N 04'29'07" E 17.29 L6 N 39'39'31" E 60.12 `}5vt, M L7 S 50'20'29" E 80.25 L8 S 55'27'07" W 60.00 L9 N 85'46'55" W 24.60 L10 S 59'17'36" W 42.06 0 30 60 L11 N 50'19'21" W 84.08 �rL � L12 S 40'00'27' W 63.01 S C A L E L13 S 000544 W 87.20 1 `ry C�i p L14 IN 89'54'16" W 150.00 \ C3 L9 FOUND 3i4' 1.075 ACRES IRON ROD G N n C6 m V) �S W r. oW FUTURE DEVELOPMENT r CIO ° REMAINDER OF FOUND z r7 M. A. PHELAN CAPPED I71 °o COMMENCING POINT OF J VOL. 1974, PG. 238, D.R.J.C. IRON ROD X <° POINT BEGINNING J (CALLED 154 10 ACRES) u Z FOUND FOUND FOUND FOUND �- CAPPED CAPPED CAPPED CAPPED IRON ROD IRON ROD IRON ROD IRON ROD -� L14 1 - S 89'54'16" E 120.28 3 2 (CALLED S 89'54'16" E 120.28) NUMBER DELTA RADIUS ' ARC ' CHORD' CHORD BEARING 15 8 7 6 5 4 Cl 39'54'43" 150.00 104.49 102.39 N 20'03'06" E C2 209'40'12" 50.00 182.97 96.67 N 84'50'33" E B L 0 C K 1 La x B L 0 C K 2 C3 70'23'03" 125.00 153.55 144.08 S 85'30'53" E OF WILLOW CREEK COUNTRY CLUB C4 15'46'28" 560.00 154.18 153.69 S 42'26'07" E car C5 15'26'59" 500.00 134.82 134.42 N 42'16'23" W SURVEYOR'S CERTIFICATION: �GIST1: s, ESTATES SECTION X-C C6 70'23'03" 175.00 214.98 201.71 N 85'30'53" W * • *4,6�. * CLERKS FILE NO. 2008012575, O.P.R.J.C. C7 39'54'43" 100.00 69.66 68.26 S 20'03'06 W I DO HEREBY CERTIFY, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT THIS O D ACCURATE PLAT VI A SURVEY & DESCRIPTION MAD WALTER J. KSIAZEK a OWC.NO. 983WESMi ON THE GROUND UNDER MY SUPERVISION AS Of MARCH 2008. 0 8 a "21 j; Fi##z&Shipman WATER LANE EASEMENT ` � osit Con sukingEngineersandLandSurveyors INC. PROJECT NAME: NICHOLS DEVELOPMENT CO., INC. WALTER J. KSIA2 K SU�V +OQ` 1405 CORNERSTONE COURT, BEAUMONT, TEXAS C. WILLIAMS SURVEY, A-59 PROJECT NO. ..^' (409) 832-7238 FAX(409)832-7303 BEAUMONT, TEXAS 07983 REGISTERED PROFESSIOI AL LAND SURVEYOR N0. 5321 DATE: 7-21-OB