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Ord 808 Approving a replat of 5 acres for Government Use Fire Station TOWN OF WESTLAKE ORDINANCE NO. 808 AN ORDINANCE OF THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS,APPROVING A REPLAT OF AN APPROXIMATELY 5.03-ACRE PORTION OF LOT 1, FIDELITY INVESTMENTS ADDITION,PHASE 1. PROVIDING AN EFFECTIVE DATE; PROVIDING A PENALTY CLAUSE; AND PROVIDING FOR A SAVINGS CLAUSE. WHEREAS,the Town of Westlake, Texas is a general law municipality; and WHEREAS, Fidelity Investments (FMR TEXAS I, LLC) has donated to the Town of Westlake an approximately 5.03-acre tract of land, recorded in Document No. D216251301, County Clerk Records, Tarrant County, Texas, depicted in attached Exhibit A for the purposes of constructing a Fire and Emergency Medical Services facility; and WHEREAS, the Town Council of the Town of Westlake finds it necessary for the public health, safety and welfare that Fire and Emergency Medical Services be provided in a timely and effective manner; and WHEREAS, following provision of proper legal notice, including written notice to owners within 200 feet of the subject property, published notice and posted notice in accordance with the Texas Open Meetings Act of public hearing, a public hearing was held on December 6, 2016 by the Planning and Zoning Commission (Commission) whereby the Commission recommended to the Town Council approval of the replat shown in attached Exhibit A; and WHEREAS,following provision of proper legal notice,including written notice to owners within 200 feet of the subject property, published notice and posted notice in accordance with the Texas Open Meetings Act of public hearing, a public hearing was held on December 12, 2016 by the Town Council; and WHEREAS, the Council believes that the interests of the Town, including the present and future residents and citizens of the Town, are best served by adopting this Ordinance, which the Council has determined to be consistent with the 2015 Comprehensive Plan and its Land Use Map, Thoroughfare Plan, and Open Space Plan, all as amended to date; and WHEREAS, upon the recommendation of the Planning and Zoning Commission and after a public hearing, the Town Council of the Town of Westlake, Texas, is of the opinion that it is in the best interests of the Town and its citizens that this replat, shown in attached Exhibit A, should be approved and adopted. Ordinance 808 Page 1 of 4 NOW,THEREFORE,BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE,TEXAS: SECTION l:That all matters stated in the preamble are found to be true and correct and are incorporated herein as if copied in their entirety. SECTION 2: That the Town Council of the Town of Westlake, Texas does hereby approve the replat as shown in Exhibit A, attached hereto and incorporated herein SECTION 3: It is hereby declared to be the intention of the Town Council of the Town of Westlake, Texas,that sections,paragraphs, clauses and phrases of this Ordinance are severable, and if any phrase, clause, sentence, paragraph or section of this Ordinance shall be declared legally invalid or unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such legal invalidity or unconstitutionality shall not affect any of the remaining phrases, clauses, sentences, paragraphs or sections of this Ordinance since the same would have been enacted by the Town Council of the Town of Westlake without the incorporation in this Ordinance of any such legally invalid or unconstitutional, phrase, sentence, paragraph or section. SECTION 4: That this Ordinance shall be cumulative of all other Town Ordinances and all other provisions of other Ordinances adopted by the Town which are inconsistent with the terms or provisions of this Ordinance are hereby repealed. SECTION 5: Any person violating any of the provisions of this ordinance shall be deemed guilty of a misdemeanor offense and upon conviction thereof shall be fined in a sum not to exceed Two Thousand Dollars ($2,000.00) for each separate offense. A separate offense shall be deemed committed upon each day, or part of a day, during which a violation occurs or continues. Ordinance 808 Page 2 of 4 SECTION 6: This ordinance shall take effect immediately from and after its passage as the law in such case provides. PASSED AND APPROVED ON THIS 12th DAY OF DECEMBER 2016. ATTEST: Laura Wheat, Mayor ---------- AAA Kell EdwaWs, Town Secretary0F WESTmas E. Brymer, T,6wn Manager X APPROVED AS TO FORM: S L Start on Lowry,Yown Attorney 7-EO' Ordinance 808 Page 3 of 4 EXHIBITS EXHIBIT A: Replat Document Ordinance 808 Page 4 of 4 60' FIRE LANE, PRIVATE ACCESS F PUBLIC DRAINAGE & PUBLIC WATER ESMT P AND TOWN OF WESTLAKE Crj} LI eco� 25' SANITARY SEWER ESMT / / " DUCT BANK ESMT N 5� 01 VOL. 14723, PG. 203 �/ LOT 1S, �O �O N84° 23 18 E CAB. A, SLIDE 11040 (R� �0 R.P.R.D.C.T. / FIDELITY INVESTMENT c�� G� FND 5/8" I.R. 50.19 P.R.T.C.T. ADDITI❑N PHASE 1 ���,`Q�Q W/SHIELDS CAP CAB. A, SLIDE 11040 P �5 N:7045189.448 / P,R,T,C,T, G P E:2371552.780 S./y 174 Crj,}, GAP Pio' / / �rrr / /! APPROXIMATE SURVEY L E- - - - _ - ---- ----- __---APPROXIMATE SURVEY LINE FND 5/8" I.R. - ------ _ ------------- W/SHIELDS C / / VISIBILITY TRIANGLE N75° 22' 22"E ; / /� ` IOU J. BACON SURVEY 50.01' VISIBILITY TRIANGLE CAB. A, SLIDE 11040 �F' CAB. A, SLIDE 11040 �` `,� P.R.T.C.T. �P�• � ABSTRACT N0.2026 FND 5 s LR �BACONURVEY P.R.T.C.T. LP : / -VISIBILITY TRIANGLE CAPITAL PARKWAY ABSTRACT NO.2026 �_ ♦ S32° 05 58"E o SHIELDS CAP CAB. A, SLIDE 11040 I----_- � i �---_ _-_ \\ _ �-- � ♦ ------ � _ ?.T.C.T. / _ T PROXIMATE SURVEY ll1dF G`.�146.83 -'------------------ APPROXIMATE SURVEY LINE ` °� j 1 C� \\ PUBLIC WATER ESMT ��� -7 S13° 20 13"E \ I / PUBLIC WATER ESMT \\ DOC. IC ATER E1832 ♦�' ♦ FIRM TEXAS Y N13° 20' 12"W ` 48.69' 1 I/ DOC. NO. D215131832 \\ --_- F o 1 I I C.C.R.T.C.T. \\ C.C.R.T.C.T. �� - N32° 05' 58"W �� ♦ LIMITED PARTNERSHIP o m w 47.56 ` ♦ FND 5/8" I.R. 1 \\ i �9 ♦ VOL. 14146, PG. 381 w Cj� ♦` W/C&B CAP / 1 II \\\ ��� 146.83 `�` D.R.T.C.T.% w a `^1A\ O� \N� ` ♦ ♦ S81° 30' 54"E I 1 VARIABLE WIDTH WATERLINE ♦ \ I 1 & SANITARY SEWER ESMT 50' FIRE LANE, PRIVATE ACCESS \ % 186.77 11 �� VOL. 14723, PG. 201 ���� 50' FIRE LANE, PRIVATE ACCESS N' ! o a LV . PUBLIC DRAINAGE & PUBLIC WATER ESMTFND 5/8" I.R. R.P.R.D.C.T. i; PUBLIC DRAINAGE & PUBLIC WATER ESMT �, I S29° 20 1 O W I II � CAB. A, SLIDE 11040 C� �� W/C&B CAP I I I �' CAB. A, SLIDE 11040 61 1 U 62.25' 9 DOVE ROAD ✓ 'A�y P.R.T.C.T. 2 ♦� �� 1 1 I 1 I P.R.T.C.T. / ' . ` `� / I I I I I , / g� BROKEN BEND DR _ I I\ VARIABLE WIDTH 1 I 1 FND 5/8" I.R. RIVER ''5J'�`°� �-.=,;T1NYVli �- I I \ ELECTRIC TELECOM ESMT ?1 �op0 � / N29° 20' 10"E 1 / W/C&B CAP �o AY DOC. NO. D20734266LU 9 FND 5/8" I. z 16 C.C.R.T.C.T. 105.67 14 BROKEN B NO DR •� FND 5/8" I.R. w/c&B c S89° 44' 10"E o W"af IDD 0 N = O CT. ,. 3o v Z U �� ��, N81* 30 55"W / �cQ / W/C&B CAP �:��_ 83.30 Q Q` i ♦ / / LOT 4 w 5 186.77 ; ♦\ FIDELITY INVESTMENTS ADDITI❑N , BULL WAY a \ - � / PHASE II I -_may_ FAIR oats DR % j j DOC. NO, D215131832 C-18 „ ASPEN LANE OAD C,C,R,T,C,T, 1 SO* 16 O E 05.'� \\ �; % ��y cv I N C-19 60.00' u'o r 10 YRPROXIMATEOODPLAIN G�,I \\ V /�% `c�\��c�ca I ;U SDR. Z FIRM PANEL #48439C0080 / i \ A /V ��� !3. ` cit DATED SEPTEMBER 25, 2009 / \\ D 5/8" I.R. w/C&B CAP �\JG�`Q'P N89° 44' 10"W VICINITY MAP ! • 25' ELECTRIC/TELECOM ESMT / DOC. WATER ESMT Q� ; ; 83.87 DOC. NO. D207342670 //, NO.C.0D2151215131832 CURVE TABLE (1 2000') / / \ \ ♦ C.C.R.T.C.T. / 1 %S§ ,�/ 50' FIRE LANE, PRIVATE ACCESS I i CURVE # A RADIUS TANGENT LENGTH LCB LCD % / PUBLIC DRAINAGE & PUBLIC WATER ESMT 1_ %� FND 5`8/1R CAB. A, SLIDE 11040 of N - I & P.R.T.C.T. PUBLIC WATER ESMT ,U C-1 19° 03' 45" 400.00' 67.16' 133.08' N71° 59' 02"W 132.47' DOC. NO. D215131832 UI 1 FIRM TEXAS LIMITED PARTNERSHIP / \i�I�r�� �-ls�3° 57 13"E 261.59 C.C.R.T.C.T. \ \ 1 FIRM TEXAS LIMITED PARTNERSF +� 2�, - _ C-2 68' 10' 43" 450.00' 304.55' 535.47' N47° 25' 34"W 504.44' \ VOL. 13457, PG. 403 VOL. 13457, PG. 403 / / / I T� � ��- � i D,R,T,C,T, ♦ c� O // 1 1 L 20' DRAINAGE ESMT D -_�C6 \ \ 1 D,R,T,C,T, DOC. N❑. 98-ROO91571 h`ti '�e�P`' ,/ /' /' DOC. N0. D207342670 -- �cSTI/�y��� \\\ D❑C. N❑, 98-R0091571 C-3 68° 10' 43" 400.00' 270.71' 475.98' S47° 25' 34"E 448.39' R,P,R,D,C,T, , ������ � 15 ELECTRIC/TELECOM ESMT �/ \ / , ' oe e �ko / / // C.C.R.T.C.T. DOC. NO. D207342670 y 1 I , R,P,R,D,C,T, �p�� �i/ 4 j%/ f C-4 69° 36' 25" 450.00' 312.80' 546.69' S46° 42' 42"E 513.69' / C.C.R.T.C.T. C-5 72° 02 41 425.00 309.03t 534.40 S47° 55 52"E 499.89 -/ 20' SANITARY SEWER ESMT C-6 30° 23 32 550.00 149.39 291.74 S68° 45 27"E 288.34 CAB. A, SLIDE 11040 \ /N L__- _/ P.R.T.C.T. I i f��- -- IU C-7 15° 00, 36>, 737.00 97.09, 193.08, S61° 03, 58"E 192.52, C-8 87° 32' 50" 12.00' 11.50' 18.34' N67° 39' 18"E 16.60' LOT 7R S11 24 19 E F/DELITY/M/ESTMENTSADD/T/ON JQ` 1 `- 49.38' C-9 11* 33' 11" 387.00' 39.15' 78.03' N29° 39' 28"E 77.90' �, ,too I { I �T PHASE/ �J�gyp. 1\ C 24 i C-10 64° 07' 43" 425.00' 266.23' 475.68' N3° 22' 13"E 451.24' 1000P / ' 3,547,267S.F/81.434AC.% '� \ 6I\,\�/ , %///�, i I \\\ --\\ JG ,`�P \ � C 2�__ VISIBILITY TRIANGLE C-11 58° 01' 48" 300.00' 166.40' 303.85' NO* 19' 15"E 291.02' _ �� �Gj Y CAB. A, SLIDE 11040 �/, / I \\\ � / `� FI CAB. AE SLIDE 11040T LOT 1 P FND 5/8" I.R. BEARWA ; P.R.T.C.T. \ P.R.T.C.T. W/C&B CAP I-r' i o C-12 61° 26 08 275.00 163.40 294.87 N1* 22 54 W 280.94 WATER METER ESMT-/\\4 FIDELITY INVESTMENT \ I Qrf CAB. A, SLIDE 11040 J I ADDITION PHASE 1 I I I I I 1 � ^� C-13 21° 43 20 463.00 88.83 175.54 N21° 14 19"W 174.49 / �� P.R.T.C.T. I A CAB. A, SLIDE 11040 I I I III w 00 ,. pe e\�� �o ����. I I �' \ P,R,T,C,T, I I I II J Cl) �_ C-14 21° 08' 38" 413.00' 77.08' 152.41' S21° 31' 40"E 151.55' / ;� opOF ��O i��� I I \ \ I I I II � = moo \Q cn Qo�`p4 ��/ I \ I I O 3 ���f►/ Cf) m C-15 61" 26' 08" 325.00' 193.11' 348.48' S1* 22' 541 332.03' CIO* C, MI o ' C-16 91* 52' 14" 12.00' 12.40' 19.24' S1 6* 35' 58"E 17.25' 50' FIRE LANE, PRIVATE ACCESS / / ml - PUBLIC DRAINAGE & PUBLIC WATER ESMT NI- 1 0 CAB. A, SLIDE 11040 �' �� �I w~ N C-17 27° 12' 05" 195.00' 47.18' 92.58' S76° 08' 08"E 91.71' s � ,IL; /�cL0, VARIABLE WIDTH SLOPE ESMT \?rGoF\fin \ P.R.T.C.T.----- rl ti III N 20' SANITARY SEWER ESMT VOL.14723, Pc. 200 \�� ,RFs ___---- - ---______ ol¢a i1I C-18 27° 02' 19" 255.00' 61.31' 120.34' N76° 13' 01"W 119.22' D.R.T.C.T. \ o \( CAB. A, SLIDE 11040 \ '�o\ `� WA I_ 1 i i ---- P.R.T.C.T. UE-------------- �� �Im II w \\ --'- - C'I i N C-19 97° 40' 44" 12.00' 13.73' 20.46' S68° 35' 45"W 18.07' / / ' �� / -- ----7- T- ------ \ 100' FRONT YARD SETBACK ^I / o)l / i �� / 10' WATERLINE ESMT RESERVATION -------1- ------------------------- \ 7 --_- I ° ° » , I � / I // i i' �'P�\ON _______- VOL.13457, PG-403, D.R.T.C.T. \ \\ B. A, SLIDE 11040 EMERGENCY ACCESS , __\\ I N _ _ \ \ P.R.T.C.T. & WATERLINE ESMT I I` I I C-20 48 14 29 250.00 111.94 210.49 S4 34 24"E 204.33 co I / i i i �SF� %�-•�__ -__ _-�OC_NO.��Il0�1571�3P_R.D.C.T__ I I I I Io n Rte\ � •' N83° ' �-' ��__ __-------�-`----------------CAB.1suDE1_1n_4b--- �� _ --_-------08 02 W 54 ----- \ �c\\Sel�oy, � •, 258.27 N87° 1--- ' - 64° 07' 42" 475.00' 297.55' 531.65' S3° 22' 13"W 504.33' / 5� e� %•�`L' 9.15' 650.70' S89° 16' 53"W �+ ��------- ----------------T------ rt+ C:' C 21 -s N89' 16' S4 E 980.72 1 E\1 ,,�/ a DOVE ROAD , „ , / o' d .',\N 56 w~ C-22 46° 50 23 337.00 145.97 275.50 S12° 00 52"W 267.89 ti / (A VARIABLE WIDTH R.O.W.) �.� `� LOT2 ' A �o`-' VARIABLE WIDTH SLOPE ESMT \1' JU! VOL.14723, Pc. 200 � � ,� 65 _ C28��. � F/DEL/TYAVVESTMENTSADD/TIONI a� C-23 16° 12 38" 425.00 60.53 120.25 S19° 30 39E 119.85> D.R.T.C.T. Z` ��/ S •���\\ PHASE l i li i � GRAPHIC SCALE 1 "=200' 2�8,999S.F/5.027AC. I III VISIBILITY TRIANGLE C-24 83° 31' 58" 12.00' 10.72' 17.50' S69° 22' 58"E 15.99' ' S70° 30 52"W try `� ` WN OF WESTLAKE I 11 1 CAB. A, SLIDE 11040 ` J " D�.N❑ D216251301 I III P.R.T.C.T. , 20.03' Q' �`:1 C.t.R.T-.C.T. III C-25 20° 04 31 430.00 76.11 150.66 N78° 53 19"E 149.89 200 0 200 400 I �& 1� N53° 50 58`v�_ � I I POINT OF o' 41.67' ,`�„ I i C'� C-26 8° 51' 51" 1617.50' 125.37' 250.25' S4° 00' 30"W 250.00' 'BEGINNING » ` FND 1/2" I.R. g X1-1 C-27 26° 52 49 994.00 237.54 466.34 N67° 17 23 W 462.07 ��-_� 15' ELECT.ESMT N:7042517.438 Q0 E:2368617.442 VARIABLE W TH , » , , , » , DOC. NO. D206401697 SLOPE MT C-28 36° 52 09 1100.00 366.66 707.84 N72° 17 02 W 695.69 C.C.R.T.C.T. , / / 723 PG. 200 AQUER❑ RESIDE TIAL AD TION N80° 43' 47"W ♦ CABI ET A, SL DE 7369, D.R T. REP LAT P,R,T,C. 15' E CT.ESMT 76.29' DOC. NO. D206401697 C.C. .T.C.T. -__.__-_-_- LOTS 1 R, 8c 2 FIDELITY INVESTMENTS ADDITION, PHASE 1 31766,266 S.F 86.461 AC. 2-LOTS BEING A REPEAT OF LOT 1 , FIDELITY INVESTMENTS ADDITION, PHASE 1 , AS RECORDED IN CABINET A, SLIDE 11040, PLAT NOTES: RECORDS, TARRANT COUNTY, TEXAS. 1. Selling a portion of a lot by metes and bounds is a violation of the Town of Westlake ordinance SITUATED IN THE J. BACON SURVEY, ABSTRACT NO. 2026, and State of Texas Law and is subject to fines withholding of utilities and building permits. AND THE MEMUCAN HUNT SURVEY, ABSTRACT NO. 756, 2. All water lines, sanitary sewer lines, drainage systems and roadways, not dedicated to the Town of TOWN OF WESTLAKE, TARRANT COUNTY, TEXAS Westlake, are private and shall not be maintained by the Town of Westlake. OWNER.' 3. Basis of Bearing is North American Datum of 1983 (Nad-83) State plane Coordinate System, FMR TEXASI, LLC. November 2016�DEST/NYWAY Texas North Central. WESTLAKE, TEXAS76262 PREPARED BY 4. A portion of the subject property does lie within a FEMA designated floodplain or flood prone area Tarrant County Flood Insurance Rate Map, Community Panel 48439C0080, dated September 25, 2009. OWNER.' Graham Associates,Inc. 5. All property corners are set 1/2" iron rods with GAI caps unless noted otherwise. TOWN OF WESTLAKE CONSULTING ENGINEERS & PLANNERS 9309 SOLANA SL VD. #4202 600 SIX FLAGS DRIVE,SUITE 500 ARLINGTON,TEXAS 76011 (817)640-8535 6. Purpose of this replat is to add Lot 2. WESTLAKE, TEXAS 76262 TBPE FIRM:F-1191/TBPLS FIRM:101538-00 817-430-0941 SHEET 1 OF 2 Ordinance 808 This Plat Recorded in Instrument No. STATE OF TEXAS COUNTY OF TARRANT THENCE North 84°23'18" East, leaving said existing west line, a distance of 50.19 feet to a set 1/2 inch iron NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: rod with GAI cap for corner, for the beginning of a non-tangent curve to the left having a radius of 413.00 WHEREAS, FMR TEXAS I, LLC and the TOWN OF WESTLAKE are the owners of a tract of land situated in the J. feet and a central angle of 21°08'38" and a long chord which bears South 21°31'40" East, 151.55 feet, said THAT, FMR TEXAS I, LLC. does hereby adopt this plat, designating the herein above described Bacon Survey, Abstract No. 2026 and the Memucan Hunt Survey, Abstract No. 756, Tarrant County, Texas, point being in the existing east line of said access easement (Value Way); property as Lot 1R, Fidelity Investments Addition, Phase 1, an addition to the Town of Westlake, being all of Lot 1, Fidelity Investments Addition, Phase 1, an addition to the Town of Westlake, as recorded in Tarrant County, Texas. The easements thereon are hereby reserved for the purposes indicated. The Cabinet A, Slide 11040, Plat Records, Tarrant County, Texas, and all of tract of land conveyed to the Town of THENCE along said existing east line, and along said non-tangent curve to the left an arc distance of 152.41 utility and fire lane easements shall be open to the public, fire and police units, garbage and rubbish Westlake, as recorded in Document No. D216251301, County Clerk Records, Tarrant County, Texas; feet to a set 1/2 inch iron rod with GAI cap for corner; collection agencies and the public and private utilities specifically approved by the Town of Westlake SURVEYOR'S STATEMENT for the use of a particular easement. The maintenance of paving or any other surfaces on the utility BEING a 86.461 acre tract of land out of the J. Bacon Survey, Abstract No. 2026 and the Memucan HuntTHENCE South 32°0558» East, continuing along said existing east line, a distance of 146.83 feet to a set 1/2 and fire lane easements is the sole responsibility of the property owner. No buildings, fences, trees, I, Michael L. Peterson, a Registered Professional Land Surveyor in the State of Texas, do hereby state Survey, Abstract No. 756, Tarrant County, Texas and being all of Lot 1, Fidelity Investments Addition, Phase 1, shrubs or other improvements or growths shall be constructed, reconstructed or placed upon, over or that this plat was prepared in accordance with the General Rules of Procedure and Practices as inch iron rod with GAI cap for corner, for the beginning of a tangent curve to the right having a radius of an addition to the Town of Westlake, as recorded in Cabinet A, Slide 11040, Plat Records, Tarrant County, across the easements as shown. Said easements being hereby reserved for mutual use and directed by the Texas Board of Professional Land Surveyors. Texas,and all of tract of land conveyed to the Town of Westlake, as recorded in Document No. D216251301, 325.00 feet, a central angle of 61°26 08 , and a long chord which bears South 01°22 54 East, 332.03 feet; accommodation of all public utilities specifically approved by the Town of Westlake. Any public utility County Clerk Records, Tarrant County, Texas. Said 86.461 acre tract of land being more particularly described specifically approved by the Town of Westlake to use a particular easement shall have the right to by metes and bounds as follows: THENCE continuing along said existing east line, and along said tangent curve to the right, an arc distance of remove and keep removed all or part of any buildings, fences, trees, shrubs or other improvements 348.48 feet to a set 1/2 inch iron rod with GAI cap for corner; or growths which in any way may endanger or interfere with the construction, maintenance, or ---------------------------------------------------- BEGINNING at a found 1/2 inch iron rod, said point being the southwest corner of said Lot 1, and being in efficiency of its system on the easement and that public utility shall at all times have the right of Michael L. Peterson Date the existing north right-of-way line of Dove Road (having a variable width R.O.W.); THENCE South 29°20 10 West, continuing along said existing east line, a distance of 62.25 feet to a a found ingress and egress to or from and upon the easement for the purpose of constructing, Registered Professional Land Surveyor 5/8 inch iron rod with C&B cap for corner, for the beginning of a tangent curve to the left having a radius reconstructing, inspecting, patrolling, maintaining and adding to or removing all or part of its system, Texas Registration No. 5999 THENCE North 02°30'23" West, leaving said existing north right-of-way line, and along said west line, a of 12.00 feet, a central angle of 91°52'14", and a long chord which bears South 16°35'58" East, 17.25 feet; subject to complying with all ordinances, rules, regulations and resolutions of the Town of Westlake, ... distance of 366.99 feet to a set 1/2 inch iron rod with "Graham Assoc. Inc." (GAI) cap for corner; Texas. The Town of Westlake, Texas, and the public utility shall have the right of ingress and egress •per THENCE leaving said existing east line, and along said tangent curve to the left, an arc distance of 19.24 to private property for the purpose of reading meters, maintenance and service required or ordinarily �> feet to a found 5 8 inch iron rod with C&B ca for corner, for the beginning compound curve to the left performed by that utility. THENCE North 42°41 50 East, continuing along said west line, a distance of 288.76 feet to a set 1/2 inch / p g g p iron rod with GAI cap for corner; having a radius of 195.00 feet and a central angle of 27°12'05" and a long chord which bears South Water main and wastewater easements shall also include additional area of working space for 76°08'08" East, 91.71 feet, said point being in the existing north line of a access easement (Bull Way); construction and maintenance of the systems. Additional area is also conveyed for installation and THENCE North 58°05 22 East, continuing along said west line, a distance of 636.11 feet to a set 1/2 inch maintenance of manholes, cleanouts, fire hydrants, water services and wastewater services from the iron rod with GAI cap for corner; THENCE along said existing north line, and along said compound curve to the left an arc distance of 92.58 feet to a set 1/2 inch iron rod with GAI cap for corner; main to the curb or pavement line. Description of these additional easements herein granted shall be determined by their locations as installed. THENCE North 45°43'13" East, continuing along said west line, a distance of 849.52 feet to a set 1/2 inch iron rod with GAI cap for corner; THENCE South 89°44'10" East, continuing along said existing north line, a distance of 83.30 feet to a set 1/2 inch iron rod with GAI cap for corner; THENCE North 30°16'11" East, continuing along said west line, a distance of 590.74 feet to a set 1/2 inch iron rod with GAI cap for corner, for the beginning of a non-tangent curve to the left having a radius of THENCE South 00°16'50" East, leaving said existing north line, a distance of 60.00 feet to a set 1/2 inch 400.00 feet and a central angle of 19°03'45", and a long chord which bears North 71°59'02" West, 132.47 iron rod with GAI cap for corner, said point being in the existing south line of said access easement (Bull This plat approved subject to all platting ordinances, rules, regulations and resolutions of the Town of feet, said point being in the existing south line of a access easement (Destiny Way); Way); Westlake, Tarrant Texas. NOTES: THENCE along said existing south line, and along said non-tangent curve to the left an arc distance of THENCE North 89°44'10" West, along said existing south line, a distance of 83.87 feet to a set 1/2 inch iron WITNESS, my hand, this the _____ day of ________ 2016. 1. Selling a portion of a lot by metes and bounds is a violation of the Town of Westlake ordinance 133.08 feet to a set 1/2 inch iron rod with GAI cap for corner; rod with GAI cap for corner, for the beginning of a tangent curve to the right having a radius of 255.00 and State of Texas Law and is subject to fines withholding of utilities and building permits. feet, a central angle of 27°02'19", and a long chord which bears North 76°13'01" West, 119.22 feet; ------------------ J 9 9 THENCE North 81°30'55" West, continuing along said existing south line, a distance of 186.77 feet to a set 2. All water lines, sanitary sewer lines, drainage systems and roadways, not dedicated to the Town of 1/2 inch iron rod with GAI cap for corner, for the beginning of a tangent curve to the right having a radius THENCE continuing along said existing south line, and along said tangent curve to the right, an arc distance Westlake, are private and shall not be maintained by the Town of Westlake. of 450.00 feet, a central angle of 68°10'43", and a long chord which bears North 47°25'34" West, 504.44 of 120.34 feet to a set 1/2 inch iron rod with GAI cap for corner, for the beginning of a reverse curve to feet; the left having a radius of 12.00 feet, a central angle of 97°40'44", and a long chord which bears South 3. Basis of Bearing is North American Datum of 1983 (Nod-83) State plane Coordinate System, 68°35'45" West, 18.07 feet; Texas North Central. THENCE continuing along said existing south line, and along said tangent curve to the right, an arc distance STATE OF TEXAS of 535.47 feet to a set 1/2 inch iron rod with GAI cap for corner; THENCE leaving said existing south line, and along said reverse curve to the left, an arc distance of 20.46 COUNTY OF TARRANT 4. A portion of the subject property does lie within a FEMA designated floodplain or flood prone area feet to a set 1/2 inch iron rod with GAI cap for corner, for the beginning of a compound curve to the left Tarrant County Flood Insurance Rate Map, Community Panel 4843900080, dated September 25, 2009. THENCE North 13°20'12" West, continuing along said existing south line, a distance of 47.56 feet to a found having a radius of 250.00 feet, a central angle of 48°14'29", and a long chord which bears South 04°34'24" Before me, the undersigned authority, on this day personally appeared _______________ 5/8 inch iron rod with Shields cap for corner; East, 204.33 feet, said point being in the existing east line of said access easement (Value Way); known to me to be the person whose name is subscribed to the forgoing instrument and 5. All property corners are set 1/2" iron rods with GAI caps unless noted otherwise. acknowledged to me that he executed the same for the purposes and consideration and under the THENCE North 75°22'22" East, leaving said existing line, a distance of 50.01 feet to a found 5/8 inch iron THENCE along said existing east line, and along said compound curve to the left, an arc distance of 210.49 authority therein expressed. 6. Purpose of this replat is to add Lot 2. rod with Shields cap for corner, said point being in the existing north line of said access easement (Destiny feet to a set 1/2 inch iron rod with GAI cap for corner, for the beginning of a reverse curve to the right GIVEN under my hand and seal of office this ___ day of ______________ 2016. Way); having a radius of 475.00 feet, a central angle of 64°07'42", and a long chord which bears South 03°22'13" West, 504.33 feet; -------------------------------------------------------- THENCE South 13°20'13" East, along said existing north line, a distance of 48.69 feet to a found 5/8 inch Notary Public for and in the State of Texas iron rod with C&B cap for corner, for the beginning of a tangent curve to the left having a radius of 400.00 THENCE continuing along said existing east line, and along said reverse curve to the right an arc distance of feet, a central angle of 68°10'43", and a long chord which bears South 47°25'34" East, 448.39 feet; 531.65 feet to a set 1/2 inch iron rod with GAI cap for corner, for the beginning of a reverse curve to the My Commission Expires: _____ _______________________________ left having a radius of 337.00 feet, a central angle of 46°50'23", and a long chord which bears South THENCE continuing along said existing north line, and along said tangent curve to the left, an arc distance of 12°00'52" West, 267.89 feet; RECOMMENDED FOR APPROVAL BY THE PLANNING AND TOWN ATTORNEY AND TOWN ENGINEER CERTIFICATE: 475.98 feet to a found 5/8 inch iron rod with C&B cap for corner; ,ZONING COMMISSION OF WESTLAKETEXAS. ON THIS THE THENCE continuing along said existing east line, and along said reverse curve to the left an arc distance of REVIEWED BY: THENCE South 81°30'54" East, continuing along said existing north line, a distance of 186.77 feet to a set 275.50 feet to a set 1/2 inch iron rod with GAI cap for corner; ----- DAY OF --------------- 2016. 1/2 inch iron rod with GAI cap for corner, for the beginning of a tangent curve to the right having a radius TOWN ATTORNEY ----------------- of 450.00 feet, a central angle of 69°36'25", and a long chord which bears South 46°42'42" East, 513.69 THENCE South 11°24'19" East, continuing along said existing east line, a distance of 49.38 feet to a set 1/2 ATTEST: TOWN ATTORNEY feet; inch iron rod with GAI cap for corner, for the beginning of a tangent curve to the left having a radius of 425.00 feet, a central angle of 16°12'38", and a long chord which bears South 19°30'39" East, 119.85 feet; ---------------------------------- ----------------------------- THENCE continuing along said existing north line, and along said tangent curve to the right, an arc distance NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: P & Z CHAIRMAN TOWN ENGINEER of 546.69 feet to a set 1/2 inch iron rod with GAI cap for corner, for the beginning of a reverse curve to THENCE continuing along said existing east line, and along said tangent curve to the left, an arc distance of the left havinga radius of 425.00 feet, a central angle of 72°02'41", and a Ion chord which bears South 120.25 feet to a found 5/8 inch iron rod with C&B cap for corner, for the beginning of a compound curve g g THAT, TOWN OF WESTLAKE. does hereby adopt this plat, designating the herein above described 47°55'52" East, 499.89 feet; to the left having a radius of 12.00 feet and a central angle of 83°31 58 and a long chord which bears property as Lot 2, Fidelity Investments Addition, Phase 1, an addition to the Town of Westlake, South 69°22'58" East, 15.99 feet; Tarrant County, Texas. The easements thereon are hereby reserved for the purposes indicated. The THENCE continuing along said existing north line, and along said reverse curve to the left an arc distance of utility and fire Ione easements shall be open to the public, fire and police units, garbage and rubbish 534.40 feet to a found 5/8 inch iron rod with C&B cap for corner; THENCE leaving said existing east line, and along said compound curve to the left an arc distance of 17.50 collection agencies and the public and private utilities specifically approved by the Town of Westlake feet to a set 1/2 inch iron rod with GAI cap for corner, for the beginning of a reverse curve to the right for the use of a particular easement. The maintenance of paving or any other surfaces on the utility THENCE South 83°57'13" East, continuing along said existing north line, a distance of 261.59 feet to a set having a radius of 430.00 feet, a central angle of 20°04'31", and a long chord which bears North 78°53'19" and fire Ione easements is the sole responsibility of the property owner. No buildings, fences, trees, APPROVED BY THE TOWN COUNCIL OF WESTLAKE, TEXAS. 1/2 inch iron rod with GAI cap for corner, for the beginning of a tangent curve to the right having a radius East, 149.89 feet, said point being in the existing north line of a access easement (Bear Way); shrubs or other improvements or growths shall be constructed, reconstructed or placed upon, over or of 550.00 feet, a central angle of 30°23'32", and a long chord which bears South 68°45'27" East, 288.34 across the easements as shown. Said easements being hereby reserved for mutual use and ON THIS THE _____ DAY OF -- ----------- 2016. feet; THENCE along said existing north line, and along said reverse curve to the right an arc distance of 150.66 accommodation of all public utilities specifically approved by the Town of Westlake. Any public utility ATTEST: feet to a set 1/2 inch iron rod with GAI cap for corner, said point being in the existing west right-of-way specifically approved by the Town of Westlake to use a particular easement shall have the right to THENCE continuing along said existing north line, and along said tangent curve to the right, an arc distance line of Davis Boulevard (having a variable width R.O.W.); remove and keep removed all or part of any buildings, fences, trees, shrubs or other improvements _________ _ _ _______ or growths which in an way may endanger of 291.74 feet to a set 1/2 inch iron rod with GAI cap for corner, for the beginning of a reverse curve to g y y y or interfere with the construction, maintenance, or MAYOR TOWN SECRETARY the left having a radius of 737.00 feet, a central angle of 15°00'36", and a long chord which bears South THENCE South 00°25'26" East, leaving said existing north line, and along said existing west right-of-way line, efficiency of its system on the easement and that public utility shall at all times have the right of 61°03 58 East, 192.52 feet; a distance of 825.20 feet to a set 1/2 inch iron rod with GAI cap for corner, for the beginning of a tangent ingress and egress to or from and upon the easement for the purpose of constructing, curve to the right having a radius of 1617.50 feet, a central angle of 8°51'51", and a long chord which reconstructing, inspecting, patrolling, maintaining and adding to or removing all or part of its system, THENCE continuingalong said existing north line, and along said reverse curve to the left an arc distance of subject to complying with all ordinances, rules, regulations and resolutions of the Town of Westlake, 9 9 9 bears South 04°00 30 West, 250.00 feet, said point being the intersection of existing west right-of-way line Texas. The Town of Westlake, Texas, and the public utility shall have the right of ingress and egress 193.08 feet to a set 1/2 inch iron rod with GAI cap for corner, for the beginning of a compound curve to of said Davis Boulevard and the existing north right-of-way line of Dove Road (having a variable width to private property for the purpose of reading meters, maintenance and service required or ordinarily the left having a radius of 12.00 feet and a central angle of 87°32'50" and a long chord which bears North R.O.W.); performed by that utility. 67°39'18" East, 16.60 feet; THENCE leaving said existing west right-of-way line, and along the existing north right-of-way line of said Water main and wastewater easements shall also include additional area of working space for THENCE leaving said existing north line, and along said compound curve to the left an arc distance of 18.34 Dove Road, and along said tangent curve to the right, an arc distance of 250.25 feet to a set 1/2 inch iron construction and maintenance of the systems. Additional area is also conveyed for installation and feet to a set 1/2 inch iron rod with GAI cap for corner, for the beginning of a reverse curve to the right rod with GAI cap for corner; maintenance of manholes, cleanouts, fire hydrants, water services and wastewater services from the having a radius of 387.00 feet, a central angle of 11°33'11", and a long chord which bears North 29°39'28" main to the curb or pavement line. Description of these additional easements herein granted shall be East, 77.90 feet, said point being in the existing west line of a access easement (Value Way); THENCE North 80°43'47" West, along said existing north right-of-way line, a distance of 76.29 feet to a set determined by their locations as installed. 1/2 inch iron rod with GAI cap for corner, for the beginning of a tangent curve to the right having a radius REPLAT THENCE along said existing west line, and along said reverse curve to the right an arc distance of 78.03 feet of 994.00 feet, a central angle of 26°52'49", and a long chord which bears North 67°17'23" West, 462.07 to a set 1/2 inch iron rod with GAI cap for corner, for the beginning of a reverse curve to the left having a feet; radius of 425.00 feet, a central angle of 64°07'43", and a long chord which bears North 03°22'13" East, ,� 451.24 feet; THENCE continuing along said existing north right-of-way line, and along said tangent curve to the right, an This plat approved subject to all platting ordinances, rules, regulations and resolutions of the Town of LOTS 1 R, & 2 THENCE continuing along said existing west line, and along said reverse curve to the left an arc distance of arc distance of 466.34 feet to a set 1/2 inch iron rod with GAI cap for corner; Westlake, Tarrant Texas. FIDELITY INVESTMENTS ADDITION, PHASE 1 475.68 feet to a set 1/2 inch iron rod with GAI cap for corner, for the beginning of a reverse curve to the THENCE North 53°50'58" West, continuing along said existing north right-of-way line, a distance of 41.67 feet WITNESS, my hand, this the _____ day of -------------- 2016. 31766,266 S F/8 6 461 AC right having a radius of 300.00 feet, a central angle of 58°01'48", and a long chord which bears North to a set 1/2 inch iron rod with GAI cap for corner, for the beginning of a tangent curve to the left having a . 00°19'15" East, 291.02 feet; radius of 1100.00 feet, a central angle of 36°52'09", and a long chord which bears North 72°17'02" West, ------------------------------- 2-LOTS 695.69 feet; Tom Brymer Town Manager THENCE continuing along said existing west line, and along said reverse curve to the right an arc distance of BEING A REPLAT OF LOT 1 , FIDELITY INVESTMENTS ADDITION, 303.85 feet to a found 5/8 inch iron rod with C&B cap for corner; THENCE continuing along said existing north right-of-way line, and along said tangent curve to the left, an arc distance of 707.84 feet to a set 1/2 inch iron rod with GAI cap for corner; PHASE 1 , AS RECORDED IN CABINET A, SLIDE 11040, PLAT THENCE North 29°20'10" East, continuing along said existing west line, a distance of 105.67 feet to a set 1/2 RECORDS, TARRANT COUNTY, TEXAS. inch iron rod with GAI cap for corner, for the beginning of a tangent curve to the left having a radius of THENCE South 89°16'53" West, continuing along said existing north right-of-way line, a distance of 650.70 275.00 feet, a central angle of 61°26'08", and a long chord which bears North 01°22'54" West, 280.94 feet; feet to a set 1/2 inch iron rod with GAI cap for corner; SITUATED IN THE J. BACON SURVEY, ABSTRACT NO. 2026, STATE OF TEXAS AND THE MEMUCAN HUNT SURVEY, ABSTRACT NO. 756, THENCE continuing along said existing west line, and along said tangent curve to the left, an arc distance of THENCE North 87°08'02" West, continuing along said existing north right-of-way line, a distance of 549.15 COUNTY OF TARRANT 294.87 feet to a set 1/2 inch iron rod with GAI ca for corner; TOWN OF WESTLAKE TARRANT COUNTY TEXAS / P feet to a set 1/2 inch iron rod with GAI cap for corner; , Before me, the undersigned authority, on this day personally appeared Tom Brymer, known to me to THENCE North 32°05'58" West, continuing along said existing west line, a distance of 146.83 feet to a set THENCE North 83°01'26" West, continuing along said existing north right-of-way line, a distance of 258.27 be the person whose name is subscribed to the forgoing instrument and acknowledged to me that he OWNER.- 1/2 inch iron rod with GAI cap for corner, for the beginning of a tangent curve to the right having a radius feet to a set 1/2 inch iron rod with GAI cap for corner; executed the same for the purposes and consideration and under the authority therein expressed. FMR TEXAS 1, LLC. November 2016 of 463.00 feet, a central angle of 21°43'20", and a long chord which bears North 21°14'19" West, 174.49 IDEST/NYWAY feet; THENCE South 65°17'02" West, continuing along said existing north right-of-way line, a distance of 568.72 GIVEN under my hand and seal of office this ___ day of -------------- 2016. PREPARED BY feet to a set 1/2 inch iron rod with GAI cap for corner: WESTLAKE, TEXAS 76262 THENCE continuing along said existing west line, and along said tangent curve to the right, an arc distance of -------------------------------------------------------- Graham Associates Inc. 175.54 feet to a found 5/8 inch iron rod with Shields ca for corner; Notary Public for and in the State of Texas Associates, Inc. P THENCE South 70°30'52" West, continuing along said existing north right-of-way line, a distance of 20.03 OWNER.' CONSULTING ENGINEERS& PLANNERS feet to the POINT OF BEGINNING and CONTAINING 3,766,266 square feet, 86.461 acres of land, more or less. M Commission Expires: TOWN OFWESTLAKE 600 SIX FLAGS DRIVE,SUITE 500 --------- ------ My p ------ ------------------ ARLINGTON,TEXAS 76011 (817)640-8535 1301 SOLANA BL VD. #4202 TBPE FIRM:F-1191/TBPLS FIRM:101538-00 WESTLAKE, TEXAS 76262 SHEET 2 OF 2 817-430-0941 This Plat Recorded in Instrument No. INVOICE Star-Telegram Customer ID: TOW27 808 Throckmorton St. Invoice Number: 339045031 FORT WORTH,TX 76102 (817)390-7761 Invoice Date: 1211.6/2016 Federal Tax ID 26-2674582 Terms: Net due in 21 days Due Date: 12/31/2016 Bill To: PO Number: TOWN OF WESTLAKE 1301 SOLANA BLVD Order Number: 33904503 BLDG 4 STE 4202 Sales Rep: 073 WESTLAKE, TX 76262-7940 Description: TOWN OF WESTLA Publication Dates:l2/15/2016 12/16/201 Ieseription + ���ige ; IIL Rade° Iunt W ft�� � ' TOWN OF WESTLAKE ORDINANCE NO � �r�Nc 26 26 LINE $6.16 $320.12 WESTLAKE ??? PRCOUNCII,`t7P THE 5-;°� �IN., �,` MiscFee p ppry $10.00 -"5541=AGILE PUFtT1GN.` F 1o1 , � iDECITI` INVESTItAENT5 ADDI" TfON,�PHASE 2. PR{}1t1DING.AN OFFECTIUE DATE, PROVIDING A PENALTY CLAUSE;AND PROVJD.=,� $330.12 FOR A SA1t1N 5 CLAUSE , Net Amount: Tlt1N,5.,Any Person�vtotatiog 0_01'1 i rvnslofls of thie nce 1 i�W"d 41,y a� e�rOT eRs ' 40n ; tern, cfalt I 'in. ZE tI� spa OOQ hI � � DEC each tlay,oriPaft of dt +rir ? ,:wtlich a"vIo atk n occur orr ren= times. PASSED AND APPROVED t7N=1 HIS` 2th DAY OF DECEMBER jT3Y: County of Tarrant ao b• Before me,a Notary Public in and forsaid County and State, this day personalty appearedLetieia Arriaga,Bins&Lega(Coordinator for the Star-Telegram,published by the Star-Te(egram,Inc.at Fort Worth,in Tarrant County,Texas:and who after being duly sworn, did depose andsay that the attached clipping of advertisement was pub(uhed in the above named paper on the listed dates: BIDS&LEGALS DEPT Star-Telegram.(t SUBSCRIBED AND SWORNTO BEFORE ME, THIS DAYOF Dec. �(�j� 2016 p Sig lb CHR ISTY L Mp — �e a@ STATE OF +F TO �* Cain ' 31 2M NOTA9ZYPUBLI Thank You For Your Payment Remit To: Star-Telegram Customer ID: TOW27 P.O. BOX 901051 Customer Name: TOWN OF WESTLAKE FORT WORTH,TX 76101-2051 Invoice Number: 339045031 Invoice Amount: $330.12 PO Number: Amount Enclosed: $