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HomeMy WebLinkAboutResolution No. 2010-012 CITY OF THE COLONY, TEXAS RESOLUTION NO. 2010-012 A RESOLUTION OF THE CITY OF THE COLONY, TEXAS, AUTHORIZING THE CITY MANAGER TO EXECUTE A LICENSE AND MAINTENANCE AGREEMENT BY AND BETWEEN THE CITY OF THE COLONY AND THE TRIBUTE HOME OWNER'S ASSOCIATION, WHICH IS INCORPORATED HEREIN AND ATTACHED HERETO AS EXHIBIT "A"; AND GRANTING THE TRIBUTE HOME OWNER'S ASSOCIATION SOLE RESPONSIBILITY FOR MAINTENANCE, REPAIR, AND REPLACEMENT OF THE TRAIL; AND PROVIDING AN EFFECTIVE DATE WHEREAS, the Tribute is a master planned development consisting of several subdivisions located within the City of The Colony, which has common areas that are maintained by the Tribute Home Owner's Association; and WHEREAS, by entering into this Agreement, the Tribute Home Owner's Association will be solely responsible for the maintenance, repair and replacement of the proposed trail improvements; and WHEREAS, the City Council has determined it to be in the best interest of the City to enter into this Agreement. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF THE COLONY, TEXAS, THAT: Section 1. The City Council of the City of The Colony, Texas hereby approves the License and Maintenance Agreement between the City of The Colony and the Tribute Home Owner's Association, which is incorporated herein and attached hereto as Exhibit "A". Section 2. The city manager is authorized to execute the License and Maintenance Agreement on behalf of the City. Section 3. This resolution shall take effect immediately from and after its passage. PASSED AND APPROVED by the City Council of the City of The Colony, Texas, this 16th day of February, 2010. G ,4J ,Mayor The olony, Texa ATTEST: aristieilson, City Secretary APPROVED AS TO FORM: ZM'6"bw, ity Attorney STATE OF TEXAS § § LICENSE AND MAINTENANCE AGREEMENT COUNTY OF DALLAS § THIS AGREEMENT is made by and between City of The Colony, Texas (hereinafter referred to as "CITY") and the Tribute Home Owner's Association (hereinafter referred to as "LICENSEE") acting by and through their authorized representatives. WITNESSETH: WHEREAS, Tribute is a master planned development consisting of several subdivisions located within the City of The Colony, which has common areas and private streets maintained by Licensee; and WHEREAS, within common areas of the Tribute, a public access easement for the property particularly described in Exhibits A-H (the "PROPERTY"), exists; and WHEREAS, the construction of trails and other improvements have been or will be constructed along the PROPERTY as provided in Exhibit I (the "IMPROVEMENTS"); and WHEREAS, LICENSEE desires to have authority to make further improvements along the PROPERTY and to maintain the IMPROVEMENTS. NOW THEREFORE, in consideration of the covenants contained herein and other valuable consideration the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: 1. Purpose: CITY hereby grants LICENSEE a revocable license for the purpose of maintaining and repairing or replacing at its sole cost and in accordance with the Codes and ordinances of the City, the IMPROVEMENTS for the PROPERTY. 2. Maintenance Standards: LICENSEE agrees to: 1.) Conduct visual inspections monthly of trail surfaces, trail amenities, and surrounding vegetation; 2.) Keep and maintain the trails in a good and safe condition, free from any defects and hazards, including but not limited to (a) any separation of trail grade in excess of half an inch (1/2"); (b) deterioration resulting in uneven or loose surface material; or (c) any fallen vegetation or other obstruction; 3.) Conduct any repairs necessary to prevent erosion of trail and keep the trail in substantially the same condition as installed except normal wear and tear; soft trails shall be maintained with a depth of at least six inches (6") of trail material; LICENSE & MAINTENANCE AGREEMENT - PAGE I TM 39367 4.) Repair or replace any damaged trail amenities, and ensure all trail amenities are usable; 5.) Prune any vegetation interfering with use of trail; turf/vegetation along trail shall be edged weekly; no vegetation is allowed to grow within the walking surface of the trail; 6.) Remove any debris and litter from trail surface; 7.) Remove any graffiti from trail surfaces and/or trail amenities. 8.) Keep trails in compliance with state and federal accessibility standards 9.) Ensure the trail surface is clear of standing water within two (2) days after a rain or two (2) hours after irrigation. 3. Term: The term of this License shall be perpetual, subject, however, to termination by the CITY as provided herein. 4. Non-exclusive: This License is nonexclusive and is subject to any lease, license, or other interest in the property granted by CITY to any individual, corporation or other entity, public or private. 5. Mechanic's liens not permitted: LICENSEE shall fully pay all agreed labor and materials used in, on or about the property and will not permit or suffer any valid mechanic's or material man's liens of any nature to be affixed against the property by reason of any work done or materials furnished to the property at LICENSEE'S instance or request. 6. Future City use: This License is made expressly subject and subordinate to the right of CITY to use the property for any public purpose whatsoever. In the event that CITY shall, at any time subsequent to the date of this Agreement, at its sole discretion, determine that the relocation or removal of the improvements shall be necessary or convenient for CITY's use of the property, CITY shall at its sole cost and expense make or cause to be made such modifications or relocate said improvements. LICENSEE will not interfere with the CITY's, or CITY's assigns' use of the property. A minimum of thirty (30) days written notice for the exercise of the above action shall be given by CITY and once City shall commence to make the required changes. City shall complete them as quickly as possible. In the event City abandons the property after any removal of the improvements, it agrees to in a reasonably timely manner to replace or repair the existing wall in as good condition as its condition on the date immediately preceding the start of the modifications or relocation made by the CITY as contemplated hereunder. 7. Duration of License: This License shall terminate and be of no further force and effect in the event the CITY abandons the PROPERTY or upon termination by CITY whichever event first occurs. In the event the CITY abandons the said PROPERTY shall, upon abandonment, be conveyed by CITY to LICENSEE. LICENSE & MAINTENANCE AGREEMENT - PAGE 2 TM 39367 8. Compliance with laws: LICENSEE agrees to abide by and be governed by all valid and enforceable laws, ordinances and regulations of any and all governmental entities having jurisdiction over the LICENSEE. 9. Indemnification: LICENSEE SHALL DEFEND, PROTECT AND KEEP CITY FOREVER HARMLESS AND INDEMNIFIED AGAINST AND FROM ANY PENALTY, OR ANY DAMAGE, OR CHARGE, IMPOSED FOR ANY VIOLATION OF ANY LAW, ORDINANCE, RULE OR REGULATION ARISING OUT OF THE USE OF THE PROPERTY BY THE LICENSEE, WHETHER OCCASIONED BY THE NEGLECT OF LICENSEE, ITS EMPLOYEES, OFFICERS, AGENTS, CONTRACTORS OR ASSIGNS OR THOSE HOLDING UNDER LICENSEE. LICENSEE SHALL AT ALL TIMES DEFEND, PROTECT, INDEMNIFY AND HOLD HARMLESS CITY, ITS OFFICERS, EMPLOYEES, AND AGENTS AGAINST AND FROM ANY AND ALL CLAIM, LOSS, COST, DAMAGE, OR EXPENSE, INCLUDING ATTORNEY'S FEES, ARISING OUT OF OR FROM ANY ACCIDENT OR OTHER OCCURRENCE ON OR ABOUT THE PROPERTY CAUSING PERSONAL INJURY, DEATH OR PROPERTY DAMAGE RESULTING FROM THE USE AND MAINTENANCE OF PROPERTY BY LICENSEE, ITS AGENTS, EMPLOYEES, CUSTOMERS AND INVITEES, REGARDLESS OF THE SOLE OR CONCURRENT NEGLIGENCE OF THE CITY, ITS OFFICERS, EMPLOYEES, OR AGENTS, UNLESS CAUSED BY THE WILLFUL MISCONDUCT OF CITY, ITS OFFICERS, EMPLOYEES OR AGENTS, AND ONLY THEN TO THE EXTENT OF THE PROPORTION OF ANY FAULT DETERMINED AGAINST CITY FOR ITS WILLFUL MISCONDUCT. LICENSEE SHALL AT ALL TIMES DEFEND, PROTECT, INDEMNIFY AND HOLD CITY HARMLESS AGAINST AND FROM ANY AND ALL LOSS, COST, DAMAGE, OR EXPENSE, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR FROM ANY AND ALL CLAIMS OR CAUSES OF ACTION RESULTING FROM ANY FAILURE OF LICENSEE, THEIR OFFICERS, EMPLOYEES, AGENTS, CONTRACTORS OR ASSIGNS IN ANY RESPECT TO COMPLY WITH AND PERFORM ALL THE REQUIREMENTS AND PROVISIONS HEREOF. 10. Action upon termination: At such time as this License may be terminated or canceled for any reason whatsoever, LICENSEE, upon request by CITY, shall remove all improvements and appurtenances owned by it, situated in, under or attached to the CITY PROPERTY and shall restore such PROPERTY to substantially the condition of the PROPERTY prior to LICENSEE' encroachment at LICENSEE sole expense. 11. Termination: This Agreement may be terminated in any of the following ways: a. Written agreement of both parties; b. By CITY upon failure of LICENSEE to perform its obligations as set forth in this Agreement; C. By the City abandoning any interest in the PROPERTY. 12. Notice: When notice is permitted or required by this Agreement, it shall be in writing and shall be deemed delivered when delivered in person or when placed, postage prepaid in the United States mail, certified return receipt requested, and addressed to the parties at the address LICENSE & MAINTENANCE AGREEMENT - PAGE 3 TM 39367 set forth opposite their signature. Either party may designate from time to time another and different address for receipt of notice by giving notice of such change or address. 13. Attorney's fees: Any signatory to this Agreement, who is the prevailing party in any legal proceeding against any other signatory brought under or with relation to this Agreement shall be entitled to recover court cost and reasonable attorney's fees from the non-prevailing party. 14. Governing law: This Agreement is governed by the laws of the State of Texas; and venue for any action shall be in Dallas County, Texas. 15. Binding effect: This Agreement shall be binding upon and inure to the benefit of the executing parties and their respective heirs, personal representatives, successors and assigns. 16. Entire Agreement: This Agreement embodies the entire agreement between the parties and supersedes all prior agreements, understandings, if any, relating to the property and the matters addressed herein and may be amended or supplemented only by written instrument executed by the party against whom enforcement is sought. 17. Recitals: The recitals to this Agreement are incorporated herein by reference. 18. Legal construction: The provisions of this Agreement are hereby declared covenants running with the property and are fully binding on all successors, heirs, and assigns of LICENSEE who acquire any right, title, or interest in or to the property or any part thereof. Any person who acquires any right, title, or interest in or to the property, or any part hereof, thereby agrees and covenants to abide by and fully perform the provisions of this agreement with respect to the right, title or interest in such property. EXECUTED this 16th day of February, 2010. CITY OF THE COLONY, TEXAS By. CITY MANAGE ATTEST: L By CITY SECRETARY ACCEPTANCE ACKNOWLEDGED BY: LICENSEE: LICENSE & MAINTENANCE AGREEMENT - PAGE 4 TM 39367 By: LICENSE & MAINTENANCE AGREEMENT - PAGE 5 TM 39367 CITY'S ACKNOWLEDGMENT STATE OF TEXAS § COUNTY OF DALLAS § This instrument was acknowledged before me on th v of 2010, by d City Manager of the City of The Colony, Texas, a Tex s municipality, on behalf of said municipality. Notary Pu c, State of Texas My Commission Expires: i p````pRY IPV~i~ ~ . 1 Ulp B a°•°~ = ANGELA KELLY Rotary Publk, State of Texas l ~ime0~ P~ 111y Comm6slon Expires 09-08-10 LICENSE & MAINTENANCE AGREEMENT - PAGE 6 TM 39367 ACKNOWLEDGMENT STATE OF TEXAS § COUNTY OF DALLAS § This instrument was acknowledged before me on the day of 2010, by /C Sfac~~-lc'c, of the Tribute Horne Owner's Association. PbBOiMICHELLE. HUNTzz %~IGa~ Notary Public, State of Texas My Commission Expires Notary Public, State of Texas May 27, 2013 - My Commission expires: ~ LICENSE &z MAINTENANCE AGREEMENT - PAGE 7 TM 39367 EXHIBIT A 10' PUBLIC ACCESS EASEMENT SHEET 1 OF 6 TRACT A LEGAL DESCRIPTION (TRACT A) BEING a ten foot wide public access easement in the City of The Colony, Denton County, Texas, being a part of the B.B.B. & C.R.R. SURVEY, ABSTRACT No. 182, being a part of Lot 2A, Block 8, Common Area, The Lochs at Tribute, Phase 1A, an addition to the City of The Colony as recorded In Cabinet X, Page 693, Denton County Plot Records, and being a port of Lot 1A, Block B. Common Area, The Lochs at Tribute, Phase 1B, an addition to the City of The Colony as recorded in Cabinet X, Page 706, Denton County Plot Records, and also being a part of the following: Lot 3A, Block B, Common Area, Lot 4A, Block B, Common Area & 50' Emergency Access Easement, and Lot 1A, Block G, Common Area, The Gardens at Tribute, Phase 1, as recorded In Cabinet X, Page 698, Denton County Plot Records, said ten foot wide public access easement being five feet either side of the following centerline description described as follows: COMMENCING at a five-eighths inch iron rod found at the intersection of the east line of Lebanon Road (a 120 foot right-of-way) dedicated to the City of The Colony as recorded in Cabinet W, Page 269, Denton County Plat Records, with the north line of Bonkside (a variable width right-of-way) dedicated by said The Lochs at Tribute, Phase 1A plat; THENCE South 62 degrees 21 minutes 51 seconds East, 36.71 feet along the north line of Bankside and the south line of said Lot 2A to the POINT OF BEGINNING of the centerline of said ten foot public access easement; THENCE along the centerline of -sold 10 foot Public Access Easement as follows: North 25 degrees 01 minutes 37 seconds East, 16.40 feet to a point for comer; North 17 degrees 49 minutes 06 seconds East, 17.19 feet to a point for corner; North 13 degrees 17 minutes 02 seconds East, 23.01 feet to a point for corner; North 24 degrees 27 minutes 58 seconds East, 28.95 feet to a point for corner; North 50 degrees 43 minutes 19 seconds East, 20.38 feet to a point for corner; North 71 degrees 19 minutes 17 seconds East, 22.53 feet to o point for corner; North 73 degrees 39 minutes 06 seconds East, 25.98 feet to a point for corner; North 52 degrees 26 minutes 04 seconds East, 26.27 feet to a point for corner; North 24 degrees 24 minutes 39 seconds East, 23.82 feet to a point for corner; North 02 degrees 05 minutes 00 seconds East, 29.76 feet to a point for corner; North 00 degrees 38 minutes 18 seconds East, 22.17 feet to a point for corner; North 17 degrees 07 minutes 14 seconds East, 21.67 feet to a point for corner; North 32 degrees 44 minutes 17 seconds East, 22.49 feet to a point for corner; North 59 degrees 12 minutes 02 seconds East, 24.45 feet to a point for corner; North 74 degrees 21 minutes 55 seconds East, 24.79 feet to a point for comer; North 77 degrees 47 minutes 06 seconds East, 21.95 feet to a point for corner; North 62 degrees 51 minutes 02 seconds East, 26.79 feet to a point for corner; North 48 degrees 32 minutes 21 seconds East, .28.20 feet to a point for corner; North 30 degrees 19 minutes 50 seconds East, 25.65 feet to a point for corner; North 23 degrees 20 minutes 06 seconds East, 18.58 feet to a point for corner; North 30 degrees 21 minutes 50 seconds East, 19.64 feet to a point for corner; North 44 degrees 01 minutes 28 seconds East, 27.45 feet to a point for corner; North 48 degrees 35 minutes 52 seconds East, 27.46 feet to a point for corner; North 49 degrees 07 minutes 06 seconds East, 39.87 feet to a point for corner; North 44 degrees 22 minutes 38 seconds East, 29.73 feet to a point for corner; North 39 degrees 50 minutes 36 seconds East, 31.45 feet to a point for corner; SCALE: DATE DRAWN' PROJECT 1-15-DS MWH WJA01O-ESMT- ACCESS II WG EXHIBIT A 10' PUBLIC ACCESS EASEMENT SHEET 2 OF 6 TRACT A LEGAL DESCRIPTION CONTINUED (TRACT A) North 30 degrees 36 minutes 10 seconds East, 29.19 feet to a point for corner; North 25 degrees 28 minutes 07 seconds East, 26.81 feet to a point for corner; North 23 degrees 54 minutes 46 seconds East, 25.86 feet to a point for corner; North 18 degrees 34 minutes 34 seconds East, 27.75 feet to a point for corner; North 09 degrees 25 minutes 24 seconds East, 27.77 feet to a point for corner; North 06 degrees 34 minutes 11 seconds East, 28.05 feet to a point for corner; North 08 degrees 32 minutes 07 seconds East, 28.43 feet to a point for corner; North 09 degrees 35 minutes 00 seconds East, 26.84 feet to a point for corner; North 11 degrees 48 minutes 40 seconds East, 27.13 feet to a point for corner; North 14 degrees 30 minutes 33 seconds East, 26.71 feet to a point for corner, North 16 degrees 19 minutes 08 seconds East, 26.96 feet to a point for corner; North 17 degrees 38 minutes 10 seconds East, 26.29 feet to a point for corner; North 19 degrees 17 minutes 05 seconds East, 27.57 feet to a point for comer, North 22 degrees 18 minutes 03 seconds East, 26.74 feet to a point for corner; North 23 degrees 22 minutes 25 seconds East, 29.46 feet to a point for corner; North 24 degrees 34 minutes 27 seconds East, 27.61 feet to a point for corner; North 26 degrees 54 minutes 56 seconds East, 27.13 feet to a point for corner, North 31 degrees 43 minutes 15 seconds East, 24.30 feet to a point for comer; North 33 degrees 17 minutes 02 seconds East, 22.34 feet to a point for corner; North 35 degrees 14 minutes 51 seconds East, 26.93 feet to a point for corner; North 36 degrees 33 minutes 40 seconds East, 26.36 feet to a point for corner; North 37 degrees 25 minutes 03 seconds East, 24.73 feet to a point for corner; North 38 degrees 20 minutes 26 seconds East, 30.17 feet to a point for corner; North 37 degrees 42 minutes 32 seconds East, 32.83 feet to a point for corner; North 30 degrees 34 minutes 47 seconds East, 22.89 feet to a point for corner; North 24 degrees 48 minutes 46 seconds East, 27.72 feet to a point for corner; North 20 degrees 45 minutes 07 seconds East, 24.62 feet to a point for corner; North 16 degrees 18 minutes 44 seconds East, 25.89 feet to a point for corner; North 11 degrees 11 minutes 13 seconds East, 28.80 feet to a point for corner; North 06 degrees 01 minutes 19 seconds East, 30.33 feet to a point for corner; North 01 degrees 53 minutes 34 seconds West, 37.18 feet to a point for corner; North 07 degrees 04 minutes 50 seconds West, 26.23 feet to a point for corner; North 06 degrees 55 minutes 24 seconds West, 25.85 feet to a point for corner; North 03 degrees 02 minutes 26 seconds West, 19.51 feet to a point for corner; North 03 degrees 20 minutes 52 seconds East. 26.29 feet to a point for corner; North 11 degrees 00 minutes 38 seconds East, 28.33 feet to a point for corner; North 19 degrees 24 minutes 19 seconds East, 29.51 feet to a point for corner; North 24 degrees 06 minutes 04 seconds East, 28.43 feet to a point for corner; North 27 degrees 26 minutes 22 seconds East, 28.28 feet to a point for corner; North 33 degrees 13 minutes 49 seconds East, 27.20 feet to a point for corner; North 43 degrees 00 minutes 48 seconds East, 26.97 feet to a point for corner; North 50 degrees 19 minutes 04 seconds East, 28.30 feet to a point for corner; North 54 degrees 39.minutes 18 seconds East, 27.38 feet to a point for corner; North 56 degrees 42 minutes 15 seconds East, 24.66 feet to a point for corner; North 52 degrees 33 minutes 17 seconds East, 35.28 feet to a point for corner; North 45 degrees 32 minutes 20 seconds East, 28.04 feet to a point for corner; North 42 degrees 35 minutes 15 seconds East, 26.73 feet to a point for corner, SCALE: DATE DRAWN PROJECT 1-15-DB MWH WJA010-ESMT- ACCESS.DWG EXHIBIT A 10' PUBLIC ACCESS EASEMENT SHEET 3 OF 6 TRACT A LEGAL DESCRIPTION CONTINUED (TRACT A) North 37 degrees 02 minutes 37 seconds East, 27.13 feet to a point for corner; North 33 degrees 00 minutes 36 seconds East, 28.74 feet to a point for corner; North 26 degrees 19 minutes 48 seconds East, 27.70 feet to a point for corner; North 18 degrees 42 minutes 22 seconds East, 27.38 feet to a point for corner; North 19 degrees 30 minutes 17 seconds East, 33.59 feet to a point for corner; North 21 degrees 36 minutes 42 seconds East, 35.50 feet to a point for corner, North 26 degrees 02 minutes 34 seconds East, 28.16 feet to a point for corner; North 37 degrees 14 minutes 04 seconds East, 27.97 feet to a point for corner; North 44 degrees 07 minutes 14 seconds East, 25.25 feet to a point for corner; North 47 degrees 24 minutes 06 seconds East, 24.21 feet to a point for corner; North 50 degrees 36 minutes 27 seconds East, 20.59 feet to o point for corner; North 56 degrees 32 minutes 26 seconds East, 25.92 feet to a point for comer; North 64 degrees 13 minutes 29 seconds East, 27.87 feet to o point for corner; North 60 degrees 35 minutes 22 seconds East, 29.56 feet to a point for comer; North 48 degrees 52 minutes 30 seconds East, 28.15 feet to a point for corner; North 38 degrees 25 minutes 37 seconds East, 26.44 feet to a point for comer; North 33 degrees 33 minutes 03 seconds East, 24.89 feet to a point for comer; North 37 degrees 58 minutes 43 seconds East, 32.95 feet to a point for comer; North 50 degrees 21 minutes 29 seconds East, 29.41 feet to a point for corner; North 65 degrees 20 minutes 56 seconds East, 28.55 feet to a point for comer; North 69 degrees 50 minutes 23 seconds East, 28.03 feet to a point for comer; North 65 degrees 49 minutes 35 seconds East. 27.41 feet to a point for corner; North 53 degrees 35 minutes 43 seconds East, 27.05 feet to the end of said ten foot public access easement containing 25,775 square feet or 0.592 acres of land. SCALE: DATE DRAWN PROJECT 1-15-08 MWH WJA010-ESMT- ACCESS.DWG wm~ EXHIBIT A 10' PUBLIC ACCESS EASEMENT SHEET 4 OF 6 TRACT A LINE TABLE LINE TABLE LINE BEARING DISTANCE LINE BEARING DISTANCE L3 Id1A'Pq'1 UNE U N25*01*37 w • ► L25 ► w ---L7 L2 19' L26 N32-50-36-E 31.11 L3 r ► L27 • r . r 7 L4 ► " r L2g r r r ► r r LZ ► r 25,86' M II 6 L6 ' L3p ► « r v L? NU*39'06*E 25.98 1,31 , r r 3111 THE GA AT TRIBU PHAS L6 26,27' L32. N *3-44 ft 411 C B. X, PG. L9 ' L33NDB!32'07*E 28.43' ) L10 ND2*05'00!E 29,76' L34 -Nog,-35'og*E 26,84' L11 N001516 22.17' 5 1 N11*48'40"E 27,1S L12 N171D7'14!E 21.67' L36 « I p~ lIl Q~ L13 " L37 N16419'08'E 26,96' L14 ' " r L38 ► . r „ A. L15 r r 1 N74'21 L16 ' L17 N62051'02'E 26,79' 2 J~ L1 8 ► M ► L19 N30'1V5WE 25,85' co L20 N2310'DB*E 19.159, r r r L21 L22 N44*01'28"E 27,45' 14 L.23 L24 ' ASHLEY C~ GARDENS Q THE G RDENS AT TRIBU /f!:e ~ A82XAS G 18 3 4 BLOC A N , THE LOCH AT TRIG TE GQO 1 CAB H GIB 06 -Jill 0 BLOCK A 2 3 1"=100' ~1l ~y 4 COURT IF~IQ LOT 2A, BLOCK B S'4 01 IRON ROD FOUND lEl 1 COMMON AREA k g w CONTROL MONUMENT POC R.ox RIGHT-OF-WAY Na;IRF THE LOC S AT B~JTE 2 ( , r v POB P ASE 1A poc POINT OF COYMENONG 6 36,751E CA . X, PG. 3 Poe POINT OF BEGINNING N vR e1 2 p BASIS OF BEARINGS: BASED ON MONUMENTS FOUND 4y ALONG THE NORTH LINE OF VARIABLE WIDTH R.O Y!.) DEDICATED BY PLAT,IDTHEA LOCHS AT SCALE: DATE DRAWN PROJECT TRIBUTE PHASE 1 A, AS RECORDED IN CAB. X, PG. 693, 1`=1D0' 1-15-DB Myyy WJADiO-ESMT- DEN70N COUNTY PLAT RECORDS. ACCESS.DWG EXHIBIT A 10' PUBLIC ACCESS EASEMENT SHEET 5 OF 6 TRACT A LINE TABLE y, y! LINE BEARING DISTANCE izam MATCH NE B ! 39 27,57' L40 N2218-03-E 26,74' O IRON ROD FOUND - - 2: L41 N23-22'25--E 29.46' cu CONTROL MONUMENT L42 r ' R.D.W. RIGHT--OF-WAY L67 22 L43 N2 " , ' 3' " 3 ' pm POINT OF COMMENCING L66 m L44 W31 24, L4 N 7 7 33 ' pm 02:[ 22,34' POINT OF BEGINNING OvpvP 21 L46 '51 "E 6.93' / L47 N36-33- W 6.36' <oIV % tr• p? L48 3 ----24.73' 20 L49 30,17' 150 7' ' 3 L6 / flp L51 N30-34-47-E 22,89' L52 27.72' L53 " 2' L54 r w78 2 All L55 Ni'111-13-E 28-80' L56 • r , J colt 17 r , L58 • L69 " L60 N0322*2VW 19,51, 16 ~h L61 N03*20'52*E 26,29' L6 28.33 L63 N1924!19"E 29,51' 2 r , O 'o l~~ t aT 1q, t~ 8 L64 D co°j com N24*06'04"E 28,43' ,9 8 A. , AREA o`' L65 p Q ~I~ l5 J2 ~N L66. N331 '49 fp "E 27.20' L07 N43'00'451E 26,97' L69 N54-39-18-E 27,38' N5019'041 28.3D' v^ 14 27 L70 N56*42'15"E 24.66 1 L71 35,28' THE GARDENS AT TRIBUTE N, 13 PHASE 1 26 CAB. X, PG. 698 12 25 L45 ,,l N L44 11 Gov 24 L4 4 L42 10 23 L41 5 1 "=100' Loa 22 L39 8 S L38 MATCH UNE -h-- 21 L37 BASIS OF BEARINGS: BASED ON MONUMENTS FOUND ALONG THE NORTH LINE OF BANKSIDE (A VARIABLE WIDTH R.O.W) DEDICATED BY PLAT, THE LOCHS AT SCALE: DATE DRAWN PROJECT TRIBUTE PHASE 1A, AS RECORDED W CAB. X, PG. 693, 1'100' 1-15-08 MWH W.JA010-ESMT DENTON COUNTY PLAT RECORDS. ACCESS.M EXHIBIT A 10' PUBLIC ACCESS EASEMENT SHEET 6 OF 6 TRACT A LINE TABLE LINE BEARING DISTANCE BASIS OF BEARINGS: BASED ON MONUMENTS FOUND L72 N4 '20"E 28.D4' ALONG THE NORTH LINE OF BANKSIDE (A VARIABLE L73 4 ` 5'15` 26.73' WIDTH R.O.W.) DEDICATED BY PLAT, THE LOCHS AT L74 37• __27,13' TRIBUTE PHASE 1A, AS RECORDED IN CAB. X, PG. 693, L75 • ' DENTON COUNTY PLAT RECORDS. L76 " ' L77 ' L78 . 0' r I L79 - 6' ' r 1 L O ti4' r e,0' IRON ROD FOUND " ca CONTROL MONUMENT L82 N44*07'14E 25,25' L83 4 ' " P.O.W. RIGHT-OF-WAY L84 ' N50'36 . 27"E L85 " Poc POINT OF COMMENCING N56-32'2§E 25,92' L86 Poe POINT OF BEGINNING L87 6 L.88 r m'.' L89 . L9 9 LOD • ' Lg j Q L91 N37158'43"E 32.95' L92 r , OP \Q' / L93 N65'20'56"C 28,55' L94 N60 r ' t0 L95 N • r 3 L96 '43" 27.05' G 0 L84 L L82 / THE GARDENS PHA SE AT TRIBUTE \~F~%0"' CAB. X, PG. 698 VA- g B LOT 1A, BLOCK G t q~P9zp~ COMMON AREA 1 100' 26 / pv~ 25 'IV Z ~ ~p -MAIM NE IV 24 UD 69~ X23 ~O 15 \121 BLOCK E SCALE: DATE DRAWN PROJECT 1'-lDD' 1-15-DB MWH WJA010-ESMT- #6v*pwN%mpw~ Man IM I EXHIBIT B 10' PUBLIC ACCESS EASEMENT SHEET 1 OF 3 TRACT B LEGAL DESCRIPTION (TRACT B) BEING a ten foot wide public access easement in the City of The Colony, Denton County, Texas, being a part of the B.B.B. & C.R.R. SURVEY, ABSTRACT No. 182, being o part of Lot 1 A, Block D, Common Area, The Lochs at Tribute, Phase 1 A, an addition to the City of The Colony as recorded in Cabinet X, Page 693, Denton County Plat Records, and being a part of the following: Lot 2A, Block D, Common Area, and Lot 3A, Block D. Common Area, The Lochs at Tribute, Phase 1B, an addition to the City of The Colony as recorded In Cabinet X, Page 706, Denton County Plot Records, and also being a part of Lot 1A, Block A, Common Area, The Glen at Tribute, Phase 1, an addition to the City of The Colony as recorded in Cabinet X, Page 702, Denton County Plat Records, said ten foot wide public access easement being five feet either side of the following centerline description described as follows: COMMENCING at a five-eighths inch iron rod found at the Intersection of the east line of Lebanon Road (a 120 foot right-of-way) dedicated to the City of The Colony as recorded In Cabinet W, Page 269, Denton County Plat Records, with the south line of Bankside (a variable width right-of-way) dedicated by sold The Lochs at Tribute, Phase 1A plat; THENCE South 62 degrees 21 minutes 51 seconds East, 38.79 feet along the south line of Bankside and the north line of sold Lot 1A, Block D to the POINT OF BEGINNING of the centerline of sold ten foot public access easement; THENCE along the centerline of said 10 foot Public Access Easement as follows: South 37 degrees, 55 minutes 05 seconds West, 26.15 feet to a point for corner; South 45 degrees 51 minutes 18 seconds West, 32.46 feet to a point for corner, South 40 degrees 17 minutes 45 seconds West, 31.60 feet to a point for corner, South 19 degrees 18 minutes 08 seconds West, 31.73 feet to a point for comer; South 00 degrees 37 minutes 07 seconds West, 30.65 feet to a point for corner; South 02 degrees 46 minutes 29 seconds East, 30.53 feet to a point for corner; South 00 degrees 10 minutes 53 seconds East, 30.62 feet to a point for corner; South 13 degrees 02 minutes 56 seconds West, 30:14 feet to a point for corner, South 19 degrees 42 minutes 02 seconds West, 30.58 feet to a point for corner; South 26, degrees 26 minutes 50 seconds West, 31.30 feet to a point for corner; South 36 degrees 05 minutes 40 seconds West, 32.18 feet to a point for corner; South 43 degrees 36 minutes 04 seconds West, 20.86 feet to a point for corner; South 45 degrees 11 minutes 57 seconds West, 29.29 feet to a point for corner; South 39 degrees 00 minutes 10 seconds West, 29.95 feet to a point for corner, South 32 degrees 13 minutes 19 seconds West, 29.69 feet to a point for comer; South 26 degrees 09 minutes 15 seconds West, 30.25 feet to a point for corner, South 23 degrees 55 minutes 05 seconds West, 31.73 feet to a point for corner, South 17 degrees 32 minutes 20 seconds West, 29.46 feet to a point for corner, South 11 degrees 14 minutes 51 seconds West, 31.75 feet to a point for corner; South 08 degrees 48 minutes 07 seconds West, 29.78 feet to a point for corner; South 05 degrees 46 minutes 53 seconds West, 31.63 feet to a point for corner, South 06 degrees 54 minutes 39 seconds West, 30.32 feet to a point for corner, SCALE: DATE DRAWN PROJECT 1-15-08 Mm WJAO1O-ESM7- ACCESS B MD ldwvftov~ VWIM ON M- EXHIBIT B 10' PUBLIC ACCESS EASEMENT SHEET 2 OF 3 TRACT B LEGAL DESCRIPTION CONTINUED (TRACT 8) South 18 degrees 46 minutes 49 seconds West, 29.27 feet to a point for corner; South 30 degrees 11 minutes 43 seconds West, 30.27 feet to a point for corner; South 33 degrees 12 minutes 03 seconds West, 29.68 feet to a point for corner; South 30 degrees 03 minutes 53 seconds West, 30.26 feet to a point for corner; South 22 degrees 24 minutes 14 seconds West, 28.25 feet to the end of said ten foot public access easement, sold point being in the south line of sold Lot 1A, Block A, Common Area, said point also being in the north line of Lochside (a 50' right-of-way) dedicated by said The Glen at Tribute, Phase 1 plot, in all containing 8,104 square feet or 0.186 acres of land. SCALE: DATE DRAWN PROJECT 1-15-DS MvM WJA010-ESMT- ACCESS(6).D1YG EXHIBIT B 10' PUBLIC ACCESS EASEMENT SHEET 3 OF 3 TRACT B LINE LIL E BEARING TABLE DISTANCE 56238.79' E gy0/f I 8100k e l w s1 P~~C L2 L3 A ~'~RryQ~ D RFo 1 ' 2 O rnO ti ~ T 1-4 sigielosow- 31,73' Opt'-, 1 (cj~RF R p L5 S D'37'0 'W 30,65' L6 8' 30.53' cow Poe L7 SOOIO'53'E 30,62' THE LOCHS AT TRIBUTE L8 w 30,14' QO. /L3 PHASE IA LOT 1A, BLOCK D CAB. X, PG. 693 L10 0 W 30.58' Q O 3' L4 COMMON AREA N 1-11 S36-05-40-W 32.18' Q~ LS 1 L12 S4,3'36'04'W 20.86' 64 OCk 2 L13 S45-11-57-W 29,29' L14 S39-00-10OW 20,95' L15 S32113'19*W 29,69' 64 L16 S26-09-15-W 30.25' oo~ L17 S23-55-05-W 31.73' 5 s L18 w ® cr 4 L19 silulslow 31,75' L20 SOV41VO76W 29,78' L21 SO '83'W 31,63' L22 " o to cow? S 30.-32' L24 '49- 3 .27' \ 2 L25 S33'12'03'W 29-58' L26 S30*03'53*W 30.26' L15 / L27 L16 THE LOCHS Al TRIBUTE ~1 6 PHASE L17 l' CAB. X, PG. . 706 0.0' IRON ROD FOUND L18 7 8 cu CONTROL MONUMENT L19 / RA.W. RIGHT-OF-WAY 'I f L2 10 r 71 Poc POINT OF COMMENCING ~LOT 3A, BLOCK D roe POINT OF BEGINNING off COMMON AREA ~lll .k-- NIP Ock V~ N T q H~ of A, g T ? 1"-100' LQ CA&. A qSe ,TR/BU,t o R~~~DE Ac -"02 ALONG O HE SOUTH BEARINGS: LINE OF BA KSIDE (A MONUMENTS ND VARIABLE 0W.1 WIDTH R.O.W.) DEDICATED BY PLAT, THE LOCHS AT TRIBUTE PHASE 1A, AS RECORDED IN CAB. X, PG. 693, SCALE: DATE DRAWN PROJECT DENTON COUNTY PLAT RECORDS. 1'100' 1-15-08 MWH WJA010-ES►dT- ACCESS(8).DWG EXHIBIT C 10' PUBLIC ACCESS EASEMENT SHEET 1 OF 2 TRACT C LEGAL DESCRIPTION (TRACT C) BEING a ten foot wide public access easement In the City of The Colony, Denton County, Texas, being a part of the B.B.B. & C.R.R. SURVEY, ABSTRACT No. 182, being a part of Lot 1A, Block B, Common Area, The Glen at Tribute, Phase 1, an addition to the City of The Colony as recorded In Cabinet X, Page 702, Denton County Plat Records, said ten foot wide public access easement being five feet either side of the following centerline description described as follows. COMMENCING at a five-eighths Inch iron rod found at the intersection of the east line of Lebanon Road (a 120 foot right-of-way) dedicated to the City of The Colony as recorded In Cabinet W, Page 269, Denton County Plot Records, with the south line of Lochside (a 50 foot right-of-way) dedicated by sold The Glen at Tribute, Phase 1 plat; THENCE South 69 degrees 15 minutes 22 seconds East, 20.92 feet along the south line of Lochside and the north line of sold Lot 1A, Block B to the POINT OF BEGINNING of the centerline of said ten foot public access easement; THENCE South 20 degrees 24 minutes 22 seconds West, 261.27 feet to the end of said ten foot public access easement, sold point being in the south line of said Lot 1A, Block B, Common Area, said point also being In the north line of Glendevon (a 83 foot right-of-way) dedicated by said The Glen at Tribute, Phase 1 plot, in all containing 2,613 square feet or 0.060 acres of land. SCALE: DATE DRAWN PROJECT 1-15-DS MWH WJAOID-ESMT- ACCESS C .DWG EXHIBIT C 10' PUBLIC ACCESS EASEMENT SHEET 2 OF 2 TRACT C BASIS OF BEARINGS: BASED ON MONUMENTS FOUND ALONG THE SOUTH LINE OF LOCHSIDE (A 50' R.O.W.) DEDICATED BY PLAT, THE GLEN AT TRIBUTE PHASE 1, AS RECORDED IN CAB. X, PG. 702, DENTON COUNTY PLAT RECORDS. THE LOCHS AT TRIBUTE PHASE 1B CAB. X, PG. 706 4 LOT 3A, BLOCK D 0%f,' IRON ROD FOUND o O COMMON AREA Cu CONTROL MONUMENT mo $ RAW, RIGHT-OF-WAY LOCk A Poc POINT OF COMMENCING S59'15'22"E Gt£N 2 Poe POINT OF BEGINNING P 20-92' C4,9. Pr IrRiQUTf 3 RF .~P08 OC 'a2 'H 4 )L 'r N W) 8'IRF N 2 ~M ~O~-~~ 1 100' 2 4i 3 THE GLEN AT TRIBUTE PHASE 1 07 CAB. X. PG. 702 7 ~~o4t~0 3 o R 0. W) N Jr m s 4 - tot o~ COMMON 00r c oV BLOCK F 4 Q' o 2 5 SCALE: DATE DRAWN PROJECT WJA010-ESMT- i"-i00' 1-15-05 MWH ACCESS(C).DWG EXHIBIT D 10' PUBLIC ACCESS EASEMENT SHEET 1 OF 4 TRACT D LEGAL DESCRIPTION (TRACT D) BEING a ten foot wide public access easement in the City of The Colony, Denton County, Texas, being a port of the B.B.B. & C.R.R. SURVEY, ABSTRACT No. 182, being a part of the following: Lot 1A, Block F, Common Area, and Lot 2A, Block F, Common Area, The Glen at Tribute, Phase 1, an addition to the City of The Colony as recorded in Cabinet X, Page 702, Denton County Plat Records, and also being a part of Lot 1A, Block B, Common Area, Baimerino at Tribute, Phase 1, an addition to the City of The Colony as recorded in Cabinet X, Page 817, Denton County Plat Records, sold ten foot wide public access easement being five feet either side of the following centerline description described as follows: COMMENCING at a five-eighths inch iron rod found at the Intersection of the east line of Lebanon Road (a 120 foot right-of-way) dedicated to the City of The Colony as recorded in Cabinet W, Page 269, Denton County Plat Records, with the south line of Giendevon (a 83 foot right-of-way) dedicated by said The Glen at Tribute, Phase 1 plat; THENCE South 68 degrees 30 minutes 35 seconds East, 26.03 feet along the south line of Glendevon and the north line of sold Lot 1A, Block F to the POINT OF BEGINNING of the centerline of sold ten foot public access easement; THENCE along the centerline of said 10 foot Public Access Easement as follows: South 22 degrees 51 minutes 07 seconds West. 29.47 feet to a point for corner; South 24 degrees 12 minutes 38 seconds West, 27.50 feet to a point for corner; South 24 degrees 11 minutes 25 seconds West, 29.56 feet to a point for corner; South 21 degrees 31 minutes 42 second's West, 27.95 feet to a point for corner; South 16 degrees 35 minutes 50 seconds West, 34.27 feet to a point for corner; South 15 degrees 25 minutes 51 seconds West, 29.01 feet to a point for corner; South 19 degrees 26 minutes 47 seconds West, 28.25 feet to a point for corner; South 29 degrees 10 minutes 15 seconds West, 27.87 feet to a point for corner; South 37 degrees 30 minutes 47 seconds West, 27.30 feet to a point for corner; South 41 degrees 25 minutes 01 seconds West, 23.52 feet to a point for corner; South 42 degrees 01 minutes 07 seconds West, 26.93 feet to a point for corner; South 40 degrees 53 minutes 12 seconds West, 25.74 feet to a point for corner; South 38 degrees 38 minutes 40 seconds West, 24.31 feet to a point for corner; South 34 degrees 49 minutes 59 seconds West, 28.27 feet to a point for corner; South 23 degrees 42 minutes 08 seconds West, 27.29 feet to a point for corner; South 08 degrees 52 minutes 13 seconds West, 31.89 feet to a point for corner; South 02 degrees 39 minutes 35 seconds West, 18.49 feet to a point for corner; South 03 degrees 17 minutes 36 seconds West, 27.80 feet to a point for comer; South 05 degrees 55 minutes 33 seconds West, 27.90 feet to a point for corner; South 14 degrees 16 minutes 22 seconds West, 29.27 feet to a point for corner; South 25 degrees 38 minutes 26 seconds West, 28.54 feet to a point for corner; South 33 degrees 32 minutes 32 seconds West, 25.89 feet to a point for corner; South 37 degrees 20 minutes 52 seconds West, 21112 feet to a point for corner; South 43 degrees 13 minutes 21 seconds West, 28.31 feet to a point for corner; South 47 degrees 52 minutes 16 seconds West, 29.22 feet to a point for corner; SCALE: DATE DRAWN PROJECT 1-15-08 MWrl WJA010-ESMT- ACCESS D .DWG EXHIBIT D 10' PUBLIC ACCESS EASEMENT SHEET 2 OF 4 TRACT D LEGAL DESCRIPTION CONTINUED (TRACT D) South 51 degrees 59 minutes 19 seconds West, 26.26 feet to a point for corner; South 54 degrees 33 minutes 07 seconds West, 27.83 "feet to a point for corner; South 55 degrees 03 minutes 39 seconds West, 28.95 feet to a point for corner; South 53 degrees 59 minutes 54 seconds West, 26.45 feet to a point for corner; South 49 degrees 48 minutes 58 seconds West, 28.31 feet to a point for corner; South 40 degrees 56 minutes 48 seconds West, 27.97 feet to a point for corner; South 30 degrees 14 minutes 05 seconds West, 24.36 feet to a point for corner; South 28 degrees 25 minutes 08 seconds West, 26.64 feet to a point for corner; South 34 degrees 05 minutes 56 seconds West, 27.43 feet to a point for corner; South 40 degrees 56 minutes 32 seconds West, 28.53 feet to a point for corner; South 43 degrees 35 minutes 32 seconds West, 29.75 feet to the end of sold ten foot public access easement, sold point being in the south line of sold Lot 1A, Block B, Common Area, said point also being in the north line of Bolmerino (a private street, u.e., and d.e.) designated as Lot 1A, Block H by sold 6almerino at Tribute, Phase 1 plat in all containing 9,952 square feet or 0.228 acres of land. SCALE: DATE DRAWN PROJECT 1-15-08 MWH WJADID-ESMT- ACCESS D DWG EXHIBIT D 10' PUBLIC ACCESS EASEMENT SHEET 3 OF 4 LINE TABLE TRACT D LINE BEARING DISTANCE L1 • ' ' L2 smulmllw 27.50' LOT 1A, 2 L3 ' " ' BLOCK B L4 S21*31'42"W 27.95' COMMON AREA BLOCK B L5 B• 5' 7, ~ 3's 2 L7 S15*2 ~51MW 29-01' S6 '3 5 Ls S2910'15"W 27,87' POC 03.E 3 4 0 04 FNp o 0 3 Ls . 0 //e•~RF - (83, F~~ m L10 " 23,52' c►~3 A /A(o)i R.0 h,' ~l v L11 ' 7"W 26-93' L12 .-S40*53'12!W L13 » 4, Ala ~Rf SOT W 24.31 L14 S34:19*59"W 494 oC, 7,1 L15 3,4 28O M O '1 coop v A " ON L16 0 Q~ A Liz •g , p' m ` L1 L19 SD5:§533*W 27.90' 8 " , 4 ~Q wQ0 IlI " Q~ ~(V 3' o v~ .I THE GLEN AT TRIBUTE 4 L20 S141622 " W 29,27' J/ LQ1 " ~llf PHASE 1 CAB. X. PG 702 BLOCK C L22 " . j` BLOCK F L24 S43*13'21"W 1 28.31' L25 ' " L11 2 r6/, R, o N L1 L1 L14 L15 THE GLEN AT TRIBUTE 4 r PHASE 1 BALMERINO AT TRIBUTE L1 1 CAB. X. PG. 702 5 PHASE 1 L17 CAB. X. PG. 817 LOT 2A, BLOCK F LOT 1A, BLOCK B COMMON AREA dt D.E. COMMON AREA ~111 1111 ll1 LEM MATCH LINE IRF• IRON ROD FOUND cm CONTROL MONUMENT TTRACT 1 R.O.W. RIGHT-OF-WAY 344.166 ACRE Poc POINT OF COMMENCING WYNNWOOD PENINSULA VENTURE 1 "=100' D.C.C.F.# 2006-43169 POO POINT OF BEGINNING UE U71UTY EASEMENT BASIS OF BEARINGS: BASED ON MONUMENTS FOUND De DRAINAGE EASEMENT ALONG THE SOUTH LINE OF GLENDEVON (A 83' R.O.W.) DEDICATED, BY PLAT, THE GLEN AT TRIBUTE PHASE 1, AS RECORDED IN CAB. X, PG. 702, DENTON COUIM SCALE: DATE DRAWN PROJECT PLAT RECORDS. 1"~1D0' 1-15-08 MWH WJA010-ESMT- ACCESS(D).DWC EXHIBIT D 10' PUBLIC ACCESS EASEMENT SHEET 4 OF 4 TRACT D L7 L1 Lis ppik'p2' 4-F~o UNE TABLE L1 O,I, y c ys~r LINE BEARING DISTANCE BALMERINO AT TRIBUTE 9 ~l > > L26 " PHASE 1 L17 pp~• pp L27 S '3 ' " ' CAB. X, PG. 817 0-7W 27,83 L28- '03'39" 28.95' LOT 1A, BLOCK B oo •F` L29 "W COMMON AREA L30 • '68-W ' L31 S40-66-48-W 27,97' ~lll 1,32 4'0 " 6' -!y. / L33 8' 5' 26.64' L34 "W L35 S " ~j MATCH UNE L36 S4335'32"W -20 7-W 4 TTRACT 344.166 ACRE WYIJND C C.F.# 2006-43169 1'vKL P~OQP. L29 L3 ~ Q~• L31 ~ V L32 L33 L3 3 /f L3 p2 LOT 1A 'o BLOCK E AFT ~p~, 3 BC COMMON AREA GF'f,S pt,¢ 4 1FS~dQ. 1 N > 14i• IRON ROD FOUND 5 cu CONTROL MONUMENT BALMERINO AT TRIBUTE 2 al PHASE 1 a.o.w. RIGHT-OF-WAY p c¢ CAB. X, PG. 817 F„=100, Poc POINT OF COMMENCING PoB POINT OF BEGINNING 4 BASIS OF BEARINGS: BASED ON MONUMENTS FOUND vE U71UTY EASEMENT ALONG THE SOUTH LINE OF GLENDEVON (A 83' R.O.W.) DE DRAINAGE EASEMENT DEDICATED BY PLAT, THE GLEN AT TRIBUTE PHASE 1, SCALE: DATE DRAWN PROJECT AS RECORDED IN CAB. X. PG. 702, DENTON COUNTY WJA010-ESMT- PLAT RECORDS. 1`=t00' 1-15-08 mm ACCESS(D).DWG EXHIBIT E 10' PUBLIC ACCESS EASEMENT SHEET 1 OF 4 TRACT E LEGAL DESCRIPTION (TRACT E) BEING a ten foot wide public access easement In the City of The Colony, Denton County, Texas, being a part of the B.B.B. & C.R.R. SURVEY, ABSTRACT No. 182, and the S. PAYTON SURVEY, ABSTRACT No. 1009, and also being a part of the following: Balmerino (a private street, u.e., and d.e.) designated as Lot 1A, Block H , Lot 1A, Block E. Common Area, • Hoywick (a private street, u.e., and d.e.) designated as Lot 1A, Block H, and Lot 4A, Block D, Common Area, Balmerino at Tribute, Phase 1, an addition to the City of The Colony as recorded in Cabinet X, Page 817, Denton County Plat Records, said ten foot wide public access easement being five feet either side of the following centerline description described as follows: COMMENCING at a five-eighths inch iron rod found at the intersection of the east line of Lebanon Road (a 120 foot right-of-way) dedicated to the City of The Colony as recorded in Cabinet W, Page 269, Denton County Plat Records, with the north line of said Balmerino; THENCE along the north line of Balmerino and the south line of Lot 1A, Block B, Common Area, said Balmerino at Tribute, Phase 1 as follows: South 02 degrees 19 minutes 22 seconds East, 14.29 feet to a point for corner; South 46 degrees 43 minutes 23 seconds East, 6.72 feet to the POINT OF BEGINNING of the centerline of sold ten foot public access easement; THENCE along the centerline of said 10 foot Public Access Easement as follows: South 42 degrees 30 minutes 45 seconds West, 93.01 feet to a point for corner; South 48 degrees 59 minutes 12 seconds West, 26.10 feet to a point for corner; South 57 degrees 09 minutes 40 seconds West, 27.31 feet to a point for corner; South 53 degrees 24 minutes 22 seconds West, 27.28 feet to a point for corner; South 46 degrees 45 minutes 16 seconds West, 29.47 feet to a point for corner, South 37 degrees 47 minutes 44 seconds West, 29.74 feet to a point for corner; South 32 degrees 38 minutes 14 seconds West, 27.76 feet to a point for corner; South 26 degrees 24 minutes 08 seconds West, 36.68 feet to a point for corner; South 21 degrees 06 minutes 59 seconds West, 28.58 feet to a point for corner; South 25 degrees 24 minutes 34 seconds West, 28.59 feet to a point for corner; South 33 degrees 14 minutes 36 seconds West, 29.13 feet to a point for corner; South 39 degrees 15 minutes 01 seconds West, 29.40 feet to a point. for corner; South 46 degrees 05 minutes 06 seconds West, 28.94 feet to a point for corner; South 53 degrees 10 minutes 06 seconds West, 28.88 feet to a point for corner; South 60 degrees 19 minutes 13 seconds West, 27.38 feet to a point for corner; South 67 degrees 20 minutes 38 seconds West, 27.97 feet to a point for comer; South 72 degrees 38 minutes 27 seconds West, 27.81 feet to a point for corner; South 79 degrees 02 minutes 26 seconds West, 32.18 feet to a point for corner; South 81 degrees 20 minutes 15 seconds West, 29.09 feet to a point for corner; South 77 degrees 09 minutes 29 seconds West, 28.88 feet to a point for corner; South 64 degrees 15 minutes 54 seconds West, 34.21 feet to a point for corner; South 58 degrees 25 minutes 11 seconds West, 93.00 feet to a point for corner; SCALE: DATE DRAWN PROJECT 1-15-OB M" WJA010=ESMT- ACCESS E ).DWG maw EXHIBIT E 10' PUBLIC ACCESS EASEMENT SHEET 2 OF 4 TRACT E LEGAL DESCRIPTION CONTINUED (TRACT E) South 52 degrees 30 minutes 39 seconds West, 26.87 feet to a point for corner; South 50 degrees 37 minutes 01 seconds West, 26.28 feet to a point for corner; South 55 degrees 38 minutes 49 seconds West, 28.74 feet to a point for corner; South 68 degrees 24 minutes 08 seconds West, 27.94 feet to a point for corner; South 71 degrees 11 minutes 23 seconds West, 32.48 feet to a point for corner; South 71 degrees 57 minutes 30 seconds West, 29.26 feet to a point for corner; South 73 degrees 55 minutes 14 seconds West, 27.78 feet to a point for corner; South 76 degrees 39 minutes 53 seconds West, 29.08 feet to a point for corner, South 70 degrees 26 minutes 13 seconds West, 27.90 feet to a point for corner; South 57 degrees 41 minutes 07 seconds West, 27.43 feet to a point for corner; South 49 degrees 26 minutes 38 seconds West, 27.78 feet to a point for corner; South 43 degrees 42 minutes 02 seconds West, 28.16 feet to a point for corner; South 41 degrees 00 minutes 55 seconds West, 22.32 feet to the end of sold ten foot public access easement containing 11,334 square feet or 0.260 acres of land. SCALE: DATE DRAWN PROJECT 1-15-OB MWH WJA010-ESMT- ACCESS E .DWG r EXHIBIT E 10' PUBLIC ACCESS EASEMENT SHEET 3 OF 4 LINE TABLE - TRACT E LINE BEARING DISTANCE L7 4 ' 5"W 9 0J L2 ' 26,10' L3 S57'09'WW 27.31' Al S 5374!22V O ~ 27.28' t L5 r i w ' f 1 P Rr fit/P, 1 V Q Qi' L6 S « 7' ~ NN) 0 P L7 532-3 14-W 27.78' S014 29 2 E ~P GQ~ ~P B"W 36,68' S4 6 72?3"E L9 S21-06-59-W 28.58' \0 God L10 S25!24'34--W 28,59' 1"=100' S " P i L12 S3915-01-W 29,40' ' « Q-~ C~ rL L3 2 rA'piy tQ 2 L14 '0 S5310-06-W 28-88' L15 1rlo 4 Q L Lq w~s,~BLOCK B L76 " ' L17 S72-38-27-W 27,81' GHQ L ~lp L7 1 GF ti L19 « w 29.09' L20 S77%).9'29*W 28,8B L21 S6415'54!W 34.21' sQ'4, ,P O~J L22 ' 1 « O~ G.E Y- ~ QG? 2 20 4 BLOCK E 19 5 BALMERINO AT TRIBUTE / O 19,'1 PHASE 1 / b CAB. X, PG. 817/// 18 BLOCK E 4- 17 y9 ~,~P~ BLOCK F o~ LE~dQ 4 al IRON ROD FOUND o 1a cm CONTROL MONUMENT ~`O cA 2 MON.. RIGHT-OF-WAY BLOCK F Poe POINT OF COMMENCING Poe POINT OF BEGINNING BALMERINO AT TRIBUTE 3 LIE UILITY EASEMENT 7 PHASE 1 ?3 of DRAINAGE EASEMENT CAB. X, PG. 817 BASIS OF BEARINGS: BASED ON MONUMENTS FOUND ALONG THE NORTH LINE OF BALMERINO (A PRIVATE STREET, U.E., AND D.E.) DESIGNATED AS LOT 1A. BLOCK SCALE: DATE DRAM?J PROJECT H BY BY PLAT BALMERINO AT TRIBUTE PHASE 1, AS 1°=1DD' 1-15-0s MWH WJAD1D-ESMT- RECORDED IN CAB. X, PG. 817, DENTOW COUNTY PLAT ACCESS(E).DWQ RECORDS. EXHIBIT E 10' PUBLIC ACCESS EASEMENT SHEET 4 OF 4 TRACT E LINE TABLE LINE BEARING DISTANCE LEGEdQ L23 252'-3039-W 7' 05 IRON ROD FOUND L24 `3 ' ~ L25 ' w OONIROL MONUMENT RAW. RIGHT-OF-WAY L26 S6824'08"W 27,94' L27 S71-1 '23-W 32.48'-.- Poc POINT OF COMMENCING -98- 067'30"W 29,26' L29 1 • " 8' Poe POINT OF BEGINNING 1 100' / L.30 S76-39-53-W 29.08' UE UTILITY EASEMENT L31 S70-26-13-W 2790' 3-W 2790' PE DRAINAGE EASEMENT L32 S5 '4 ' 7" ' L33 4 ' L34 $43*42'020W 28.16p L35 4110 ' " ' r / ~ RpP 9 ~ oG~~ ~o~ L29 L28 ti22bJ / J'~~y~~ ?a~aA L3 L30 oc L32 r "r 01 L33 y0~' 14 L34 BLOCK F BALMERINO AT TRIBUTE PHASE 1 CAB. X, PG. 817 ~OCK G 2 TTRACT 1 344.166 ACRE WYNNWOOD PENINSULA VENTURE D.C,C.F.# 2000-43109 BASIS OF BEARINGS: BASED ON MONUMENTS FOUIJD ALONG THE NORTH LINE OF BALMERINO (A PRIVATE STREET, U.E., AND D.E.) DESIGNATED AS LOT 1A, BLOCK H BY BY PLAT BALMERINO AT TRIBUTE PHASE 1, AS SCALE: DATE DRAWN PROJECT RECORDED IN GAB. X, PG. 817, DENTON COJNTY PLAT 1"=100• 1-15-DB MWH WJA010-ESMT- RECORDS. ACCESS(E).DWG =W-WINUMPMA M-14-034" EXHIBIT F 10' PUBLIC ACCESS EASEMENT SHEET 1 OF 4 TRACT F LEGAL DESCRIPTION (TRACT F) BEING a ten foot wide public access easement in the City of The Colony, Denton County, Texas, being a part of the B.B.B. & C.R.R. SURVEY, ABSTRACT No. 182, being a part of Lot 2A, Block 1, Common Area, Aberdeen at Tribute Phase 1, an addition to the City of The Colony as recorded in Cabinet X, Page 695, Denton County Plat Records, said ten foot wide public access easement being five feet either side of the following centerline description described as follows: COMMENCING at the intersection of the centerline of Stonefield (a 60 foot right-of-way) south 30 foot dedicated by said Aberdeen at Tribute Phase 1 and the north 30 foot dedicated to the City of The Colony as recorded In County Clerk's File No. 2007-46771, Denton County Deed Records, with the west line of Lebanon Road (a 120 foot right-of-way) dedicated to the City of The Colony as recorded in Cabinet W, Page 269, Denton County Plat Records, sold point also being the northeast comer of said Aberdeen at Tribute Phase 1; THENCE Southwesterly, 30.00 feet along the west line of Lebanon Road and the east line of said Aberdeen at Tribute Phase 1 following a curve to the left having a central angle of 01 degrees 01 minutes 13 seconds, a radius of 1685.00 feet, a tangent of 15.00 feet, whose chord bears South 27 degrees 07 minutes 34 seconds West, 30.00 feet to a five-eighths inch iron rod found in the south line of Stonefield and the north line of sold Lot 2A; THENCE North 62 degrees 21 minutes 51 seconds West, 17.00 feet along the south line of Stonefield and the north line of said Lot 2A to the POINT OF BEGINNING of the centerline of said ten foot public access easement; THENCE along the centerline of said 10 foot Public Access Easement as follows: South 23 degrees 18 minutes 53 seconds West, 12.67 feet to a point for corner; South 04 degrees 12 minutes 49 seconds West, 13.20 feet to o point for corner; South 04 degrees 10 minutes 10 seconds East, 25.29 feet to a point for corner; South 36 degrees 06 minutes 00 seconds West, 25.55 feet to a point for corner; South 51 degrees 55 minutes 36 seconds West, 29.55 feet to a point for comer; South 41 degrees 30 minutes 34 seconds West, 27.90 feet to a point for comer; South 30 degrees 47 minutes 53 seconds West, 28.57 feet to a point for corner; South 20 degrees 38 minutes 24 seconds West, 28.12 feet to a point for comer; South 08 degrees 44 minutes 04 seconds West, 28.58 feet to a point for corner, South 07 degrees 34 minutes 32 seconds West, 29.14 feet to a point for comer; South 12 degrees 23 minutes 58 seconds West, 29.80 feet to a point for corner; South 18 degrees 01 minutes 52 seconds West, 28.76 feet to a point for corner; South 23 degrees 19 minutes 01 seconds West, 27.59 feet to a point for corner; South 28 degrees 53 minutes 23 seconds West, 27.76 feet to a point for comer; South 35 degrees 34 minutes 41 seconds West, 28.93 feet to a point for corner; South 38 degrees 27 minutes 54 seconds West, 28.35 feet to a point for corner; South 33 degrees 27 minutes 07 seconds West, 27.35 feet to a point for corner; South 18 degrees 56 minutes 17 seconds West, 26.76 feet to a point for corner; South 04 degrees 51 minutes 42 seconds West, 30.29 feet to a point for corner; South 00 degrees 43 minutes 17 seconds East, 14.06 feet to a point for corner; SCALE: DATE DRAWN PROJECT 1-15-08 MW WJAO1D"ESMT- ACCESS F .DWG EXHIBIT F 10' PUBLIC ACCESS EASEMENT SHEET 2 OF 4 TRACT F LEGAL DESCRIPTION CONTINUED (TRACT F) South 02 degrees 17 minutes 47 seconds West, 30.30 feet to a point for corner; South 13 degrees 42 minutes 12 seconds West, 28.64 feet to a point for corner; South 25 degrees 31 minutes 45 seconds West, 28.65 feet to a point for corner; South 35 degrees 53 minutes 00 seconds West, 29.57 feet to a point for corner; South 44 degrees 33 minutes 05 seconds West, 29.62 feet to a point for corner; South 46 degrees 31 minutes 14 seconds West, 29.55 feet to a point for corner, South 35 degrees 01 minutes 03 seconds West, 29.19 feet to a point for corner; South 25 degrees 18 minutes 00 seconds West, 30.06 feet to a point for corner; South 20 degrees 52 minutes 35 seconds West, 28.10 feet to a point for corner; South 10 degrees 35 minutes 13 seconds West, 34.33 feet to a point for corner; South 02 degrees 20 minutes 04 seconds East, 28.60 feet to a point for corner; South 02 degrees 15 minutes 22 seconds East, 28.58 feet to a point for corner; South 09 degrees 57 minutes 12 seconds West, 29.57 feet to a point for corner; South 20 degrees 20 minutes 12 seconds West, 28.50 feet to a point for corner; South 32 degrees 25 minutes 31 seconds West, 31.57 feet to a point for corner; South 39 degrees 23 minutes 33 seconds West, 29.51 feet to a point for corner; South 34 degrees 10 minutes 34 seconds West, 28.91 feet to a point for corner; South 20 degrees 31 minutes 34 seconds West, 27.64 feet to a point for corner; South 10 degrees 18 minutes 49 seconds West, 27.89 feet to a point for corner; South 00 degrees - 25 minutes 19 seconds West, 13.03 feet to a point for corner; South 03 degrees 23 minutes 19 seconds East, 29.18 feet to a point for corner; South 12 degrees 47 minutes 18 seconds West, 28.31 feet to a point for corner; South 21 degrees 21 minutes 14 seconds West, 10.70 feet to a point for corner; South 24 degrees 44 minutes 11 seconds West, 8.36 feet to the end of said ten foot public access easement, sold point being in the south line of said Lot 2A, said point also being in the north line of Aberdeen Drive (a variable width right-of-way) dedicated by sold Aberdeen at Tribute Phase 1 plat, and containing 11,666 square feet or 0.268 acres of land. SCALE: DATE DRAWN PROJECT 1-15-08 MWH WJAOIO-ESMT- ACCESS F .DWG EXHIBIT F 10' PUBLIC ACCESS EASEMENT SHEET 3 OF 4 LINE TABLE TRACT F LINE BEARING DISTANCE L1 67' L2 S0412-49-W 3,20' 30' STREET R.O.W. 35.00 ACRES N L3 DEDICATION LITTLE ELM I.S.D. L4 S36*06'00"W 2=' COUNTY CLERK FILE NO, VOL. 5077, PG. 2135 L5 29.55' 2007-46771 R.P.R.D.C.T. L6 ' L7 - ' \ ENTRY MONUMENT SIGN R 1"=100' L8 S ' 4" B 2' AND LANDSCAPING ESM~, L9 SOB*44'04"W- 28,53' COUNTY CLERK FILE N0. L10 S07-34'32"W 29,14' 2007-15562 (6p. L1, " 29.80' R,~h L12 S18'01*52"W 28,76' L13 S2319-01"W 4 e4OC,r` L14 S28-53'23"W 7 I 1 POC S b LIS '41"W $ 6 X 00 L~1'01'13" L16 S38*2r54"W 28,35' 7 J A R=1685.00' L17 7" / J L-30.00' L18 SIB-56'17'W T=15.00' L19 S04*51*42*W 30.29' ABERDEEN AT TRIBUTE 8 ChB-S27'07'34" Q 41 L20 '4 '1 0 ' 12 PHASE 1 OU~uV f) -5" IRF Ch=30.00' ~w SOO'E L21 " 0 CAB. X, PG. 695 4v . ? IT .>r~ ' ' 04OCk 11 ,~~~c1' ~5% Q aQo~ L22 S134212*W 28,64' 1o M'C' 9 LOT 1A, BLOCK 1 V~P/1/ ~`(6)IRF LVT IA, BLOCK D COMMON AREA D R p C~v t11 "C OMMON RT ~H! AREA DUNVERNY THE LOCHS AT (50' R.O.W.) 3'10 TRIBUTE PHASE 1A v 2 c CAB. X, PG. 693 17 5 1 Z 3 4 18 v '/f ~ ~oQ ABERDEEN AT TRIBUTE PHASE 1 3 h~ o ooh QUN D4/A(, CAB. X, PG. 685 d BLOCK I C qR 18 5 °UR r J 20 044• IRON ROD FOUND 17 6 cm OONTROL MONUMENT N 1! R.D.W. RIGHT-OF'-WAY LOT 2A, BLOCK I 16 BLOCK K COMMON AREA MATCH tJNE Mr. POINT OF COMMENCING ~7°S - - - - - POO POINT OF BEOINNING ry 15 $ 4BASIS OF BEARINGS: BASED ON MONUMENTS FOUND ALONG THE EAST LINE OF ABERDEEN AT TRIBUTE PHASE 1, AN ADDITION TO THE CITY OF THE COLONY, AS RECORDED IN CAB. X, PG. 695, DENTON COUNTY PLAT SCALE: DATE DRAWN PROJECT RECORDS. 1"~IOD' 1-15-OB Myryl WJA010-ESMT- ACCESS(F).DWG EXHIBIT F 10' PUBLIC ACCESS EASEMENT SHEET 4 OF 4 LINE TABLE TRACT F LINE BEARING DISTANCE N L23 ' » 28,65' L24 ' w 29-57' L25 S443r05-w 29.62' L26 ' L27 • , " , V V L28 S25418100"W 30, 1. 1 -100' LOT 2A, BLOCK I L29 2 COMMON AREA N L30 " ' » BLOCK K _ _ _ MATCH LINE L31 L32 S02*15'22*E 26.58... L33 SOO'-57'12"W 8 J MSlO*la*40*W , fro 14' 9 ,rh -11 e L40 ---SQ0!25'19"W 13,03, O '47"1 8"W L41 O , w , o V v L42 S12 28,31, L43 , 11 0~v~ L44 '44'11 » 6' 3 kt zO,~ Q m~ e ABERDEEN AT TRIBUTE Al. PHASE 1 Q• O AF ~OCk A ) -J)p CAB. X, PG. 695 ,f '1 •:v 3 21 2 J d LOT 2A, BLOCK I C COMMON AREA SO v 22 ° R 0 Q BLOCK I jr a o THE GLEN AT TRIBUTE a 23PHASE 1 > r°'>+!1 Car CAB. X, PG. 702 Q 24 _ L4 L42 L 0 V 2 4 v ~.ageR RD~~N e q8C 0 ~Ro~ 01.0' IRON LEM ROD FOUND a CONTROL MONUMENT R.D.W. RIGHT-OF-WAY TTRACT 2 - 76.230 ACRES PDC POINT OF COMMENCING WYNNWOOD PENINSULA VENTURE 11013 POINT OF BEGINNING INTY CLERK'S FILE NO. 2006-43169 R.P.R.D.C.T. BASIS OF BEARINGS: BASED ON MONUMENTS FOUND ALONG THE EAST LINE OF ABERDEEN AT TRIBUTE PHASE 1, AN ADDITION TO THE CITY OF THE COLONY, AS RECORDED IN CAB. X, PG. '695, DENTON COUNTY PLAT SCALE: DATE DRAWN PROJECT RECORDS. 1`=100' 1-15-08 MWH WJAOIU-ESMT- ACCESS(F).DWG mw err 1a' PUBLIC ACCESS EASEMENT SHEET 1 OF 2 .LEGAL DESCRIPTION BEING a ten foot wide public access easement ;in the City of The Colony, Denton County, Texas, being a part of the B.B.B. & C.R.R; SURVEY, ABSTRACT No. 182, being a part of :a 35.00 nacre tract of land conveyed to Little Elm I.S.D. as recorded in Volume 5077, Page 2135, Denton County Deed Records, sald ten foot wide public accesb easement being five feet- elther side of the following centerline description described-gas follows: COMMENCING at the intersection of the centerline of Stonefleld (a 60 foot right-of-way) south 30 foot dedicated by Aberdeen at Tribute Phase 1., an addition to the City of The Colony as recorded in Cabinet X, Page 695, Denton County Plat Records, and the north 30 foot dedicated to the City of The Colony as recorded in County Cleric's. File No. 2007-46771, Denton County Deed Records, with the west line of Lebanon Road (a 120 foot right-of-way) dedicated to the City of The Colony as recorded in Cabinet W, Page 269, Denton County Plat Records; THENCE Northeasterly, 54.99 feet along the west line of Lebanon Road and the east line of sold north 30 foot right-of-way dedication following a curve to the right having a central angle of 01' degrees 52 minutes 12' seconds, a radius of 1685:00 feet, a tangent of 27:50 feet; whose chord bears North 28 degrees 34 minutes .15 seconds; East, 55:00 feet to a tlve-eighths inch Iron rod found at the southeast corner of said 35.00 acre tract; THENCE South 73 degrees 22 minutes 03 seconds West, 27.44. feet along the north line of sold north 30 foot,, right-of-way dedication and the south line of said 35.00 acre tract to the POINT OF BEGINNING of the centerline of said ten foot public access easement; THENCE along the centerline of sold 10 foot Public Access Easement as follows: North 24 degrees 20 minutes 37 seconds East, 18.01 feet to a point for corner; North 19 degrees 53 minutes 27 seconds East, 26.49 feet to a point for corner; North 23 degrees 31 minutes 26 seconds East, 25.36 feet to a point for corner; North 40~ degrees 33 minutes 45 seconds East, 25.72 feet to a point for corner North 39 degrees 57 minutes 21 seconds East, 26.85 feet to a point for corner; North 18 degrees 55 minutes 30 seconds East, 28:21 feet to a point for corner, North 03 degrees 42 minutes 55 seconds East, 27.47 feet to a 'point for corner; North 07 degrees 12 minutes 16 seconds East, 16:99 feet to a point for corner; North 22 degrees 1'0 minutes 19 seconds East, 26.80 feet to a point for comer. North 43 degrees 22 minutes 30 seconds East, 26:1.6 feet t' a point, for corner; North 52. degrees 27 minutes 44 :seconds East, 32.64 feet to a point for corner; North. 57 degrees .35 minutes 15' seconds East, 27.16 feet to a point for corner; North 71 doiees 58 minutes 15 seconds East, 14.73 feet to a point for comer, South 69 degrees 46 minutes 23 seconds East, 11.23 feet to a :polht for corner; South 57 degrees 23 minutes 01 seconds East, 16:74 feet to the end of sold ten foot public access easement, said point being In the east line of sold 35.00 acre tract, said point also being in the west line of Lebanon Road and containing 3,505 square feet or 0.080 acres of land. 'SCALE. DALE DRAWN PROJECT 1-15-46 MWH W O'D ESMT-,. Ol1iER .OWO eXate-rv c, . 10' PUBLIC ACCESS EASEMENT SHEET 2 OF 2 LINE TABLE LINE BEARING DISTANCE L1 N2410'3 7"E 18,01, L2NW53'27-T 20,49' Q • ! M f ~3 ► « 6' 0' IRON ROD 'F10UND • cm CONTROL MONUMENT 1 "=10©' L5 16 11185WWE Raw. RIGNT-OF-WAY LS N0712 poc POINT OF COMMENCING '16"E 16.99' 1 L9 9* Poe PONT OF BEGINNING L10 ' L11 ' L12 • 5' E 27.1.6' 74/ L13 N71'58`1 SOE 14,73' L14 v - _E 11 L15 '0 ' 35.00 ACRES LITTLE ELM I.S.D. y,P VOL. 5077, PG. 2135 30' STREET R:O.W. R.P.R.D.C.T, 4~ DEDICATION to 5) COUNTY CLERK FILE NO. QP~PO~ 2007-46771 J Q` Cp p o~ ~I J 0 v O ENTRY MONUMENT SIGN co AND LANDSCAPING ESMT. COUNTY CLERK FILE NO. 2007-15562 '4/ fso. POB L # ~P~ R,p S73'22'3"W THE LOCHS AT TRIBUTE 4 g~OCk N~ No? R 27,44' CAB. HX,SPG. 693 4 LOT 2A, 6 BLOCK B 7 X1.52,12" COMMON AREA 3 R=1685.00' ' ABERDEEN PHASE TRIBUTE L-54:99 6 7x27.50' g~OC~f 12 CAB. X, PG. 695 ChB=N28'34'15"E e ! 940 , ! t c Ch=55.00' 70 2 4,l/44,per' g o~ r,J wF R o h;~ ~R/V THE LOCHS Al TRIBUTE R. 0 O .C LOT 1A, BLOCK D CAB HX.SPG. 693 ` LOT 1 COMMON AREA f BLOCKA, I ' COMMON AREA BASIS OF BEARINGS: BASED ON MONUMENTS FOUND ALONG THE EAST LINE OF ABERDEEN AT *TRIBUTE PHASE 1, AN ADDITION TO THE CITY OF THE COLONY, AS RECORDED IN CAB. X, PG. 695, DENTON COUNTY PLAT SCALE: DATE DRAWN PRO:CT RECORDS. 1'700' t-15-08 MWH WJAoiO-ESMT- AdPdS(07HER).DWG EXHIBIT A 10' PUBLIC ACCESS EASEMENT SHEET 1 OF 3 TRACT H LEGAL DESCRIPTION (TRACT H) BEING a ten foot wide public access easement in the City of The Colony, Denton County, Texas, being a part of the B.B.B. do C.R.R. SURVEY, ABSTRACT No. 182, being a port of the following: Lot 1A. Block F, Common Area, and Lot 2A, Block F, Common Area, The Glen at Tribute, Phase 1, an addition to the City of The Colony as recorded in Cabinet X. Page 702, Denton County Plot Records, said ten foot wide public access easement being five feet either side of the following centerline description described as follows: COMMENCING at a five-eighths inch iron rod found at the north corner of said Lot 2A. said point being the west corner of said Lot 1A, said point also being in the east line of Lebanon Road (a 120 foot right-of-way) dedicated to the City of The Colony as recorded in Cabinet W. Page 269, Denton County Plat Records; THENCE South 55 degrees 30 minutes 32 seconds East, 34.08 feet to the POINT OF BEGINNING of the centerline of sold ten foot public access easement; THENCE along the centerline of said 10 foot Public Access Easement as follows: South 53 degrees 02 minutes 02 seconds East, 36.65 feet to a point for corner, South 45 degrees 30 minutes 59 seconds East, 23.46 feet to a point for corner Southeasterly, 89.23 feet along a non-tangent curve to the left which has a central angle of 18 degrees 27 minutes 29 seconds, a radius of 276.99 feet, a tangent of 45.01 feet, and whose chord bears South 47 degrees 42 minutes 33 seconds East, 88.85 feet to a point for corner South 69 degrees 10 minutes 40 seconds East, 67.68 feet to a point for comer, Southeasterly, 32.92 feet along a non-tangent curve to the right which has a central angle of 21 degrees 06 minutes 45 seconds, a radius of 89.33 feet, a tangent of 16.65 feet, and whose chord bears South 57 degrees 45 minutes 30 seconds East. 32.73 feet to a point for corner, South 47 degrees 48 minutes 55 seconds East, 81.84 feet to a point for corner, South 58 degrees 35 minutes 02 seconds East, 40.35 feet to a point for comer, Southeasterly, 82.16 feet along a non-tangent curve to the right which has a central angle of 37 degrees 08 minutes 45 seconds, a radius of 126.73 feet, a tangent of 42.58 feet, and whose chord bears South 48 degrees 09 minutes 24 seconds East, 80.73 feet to a point for comer South 32 degrees 17 minutes 20 seconds East, 30.29 feet to a point for corner, Southeasterly, 143.49 feet along a non-tangent curve to the left which has a central angle of 44 degrees 27 minutes 14 seconds, a radius of 184.95 feet, a tangent of 75.58 feet, and whose chord bears South 57 degrees 29 minutes 50 seconds East. 139.92 feet to a point for corner, Southeasterly, 185.90 feet along a non-tangent curve to the right which has a central angle of 49 degrees 57 minutes 57 seconds, a radius of 213.18 feet, a tangent of 99.33 feet, and whose chord bears South 47 degrees 57 minutes 58 seconds East. 180.07 feet to a point for corner. Southeasterly, 111.53 feet along a non-tangent curve to the left which has a central angle of 59 degrees 02 minutes 39 seconds, a radius of 108.23 feet, a tangent of 61.29 feet, and whose chord bears South 60 degrees 13 minutes 01 seconds East, 106.66 feet to a point for comer; North 88 degrees 37 minutes 20 seconds East, 41.30 feet to a point for corner, North 74 degrees 36 minutes 56 seconds East, 30.08 feet to the end of said ten foot public access easement, said point being in the southwest line of Lot 4A, Block F. Common Area, said The Glen at Tribute, Phase 1, in all containing 9,969 square feet or 0.229 acres of land. SCALE: DATE DRAW wjAppbtA ROJECT T- 2-4-10 SEH ALOT (GLEN LOT 2A).0wG EXHIBIT A 10' PUBLIC ACCESS EASEMENT SHEET 2 OF 3 TRACT H LINE TABLE LINE BEARING DISTANCE LOT 1 A. 2 L1 '02'02"E 36.65' BLOCK B COMMON AREA L2 5 59 3.46 BLOCK B L3 S69'10' "E 67.68W' 3 3 L4 S47'48'55" 81.84' o S58 3 L6 7' ' C~Q 0 O 3 L7 Naa'37'20"E 41.30' L8 4'36'560E 30.08' {83• R 0 w OA( Q' \ j;e%RF 4OT &4o 0 ' Q 05 1 C°,y~ c 0 ~o Ac 'T Il gl~Fq N iF N pV 0~ 20?~a~' THE GLEN AT TRIBUTE 4 PHASE 1 CAB. X, PG. 702 BLOCK C S55'30'~2"E P F BLOCK F 34.08 ?/s) p 2 'yi rIso'9N 3 'po 10- A \ 000 BALMERINO AT TRIBUTE ! 9~> SS C PHASE 1 66,° \ 5 CAB. X, PG. 817 CIMN C~\ \ ' LOT 1A, BLOCK B I '9B COMMON AREA C'° C° - '%o ~y A°ygS~r CS l / N I~ IRON ROD FOUND CONTROL MONUMENT I TRACT 1 ).W. RMT-OF-WAY 344.166 ACRE ~ Dc POINT OF COMMENCING WYNNWOOD PENINSULA VENTURE 1"=100 ' D.C.C.F.# 2006-43169 De POINT OF BEGINNING ►E UMUTY EASEMENT BASIS OF BEARINGS: BASED ON MONUMENTS FOUND WE DRAINAGE EASEMENT ALONG THE SOUTH LINE OF GLENDEVON (A 83' R.O.W.) DEDICATED BY PLAT, THE GLEN AT TRIBUTE PHASE 1, SCALE: DATE DRAWN PROJECT AS RECORDED IN CAB. X, PG. 702, DENTON COUNTY WJA%):lS?MT- PLAT RECORDS. 1"=100' 2-4-10 SEH (GLEN LOT 2A).DWG . N aj..l. .p - q X M EXHIBIT A 10' PUBLIC ACCESS EASEMENT SHEET 3 OF 3 TRACT H CURVE TABLE NO. DELTA RADIUS LENGTH TANGENT CHORD BEARING CHORD Cl 1877'29" 276,99' 89,23' 45,01' S 47-42-33- E 88.85- C2 21'06'45" 89.33' 16.65- S 57-45-307 E 32.73' C3 37 '45" 126,73! 82.16' S 48'+09'2 " E ' C4 44'271 " 184.95' 143.49' 75.58' S 57'29'50" E 139.92' C5 4 '57'57" 213A W 185.90' 99.33' S 47*57'58" E 180.07' C6 59'02'3 " 108.23' 111.53' 61,29' S 0`1' 1" 106.66' `a THE GLEN AT TRIBUTE 7 PHASE 1 CAB. X. PG. 702 C, 9 (S0, R 0 Nk \ 10 BLOCK F Cgs . _ 11 Z 12 LOT 4A I \ \ COMMON AREA BGFC! 0lx CIO,~0 2f"!''°yq 13 14 °IRON ROD FOUND CONTROL MONUMENT I.W. FdGff-OF-WAY POINT OF COMMENCING 1 "-100' POINT OF BEGINNING e UTILITY EASEMENT BASIS OF BEARINGS: BASED ON MONUMENTS FOUND E DRAINAGE EASEMENT ALONG THE SOUTH LINE OF GLENDEVON (A 83' R.O.W.) DEDICATED BY PLAT, THE GLEN AT TRIBUTE PHASE 1, SCALE: DATE PROJECT AS RECORDED IN CAB. X, PG. 702, DENTON COUNTY DRAWN WJA%?d-Ei?MT- PLAT RECORDS. 1"=100' 2-4-10 SEH (GLEN LOT 2A).DWG to a., " LOT 2 . d" .r. VACr 0 ! ✓ fir."i~.". 1: r J/ r' j E z . 'Rac'y of 4 it 1! s r' "Arlir ?C.Ul _ p ti r 1RACi 0 EXHIBIT - (OVERALL MAP) mi 1O PUOUC ACCESS EASEMENTS THE TRIBUTE CiTr OF WE COLONY. oENTDN CWNTr.,jajs