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Res 15-36 Approving Partial Assigment of Granada Phase II to WilbowTOWN OF WESTLAKE RESOLUTION NO. 15-36 A RESOLUTION OF THE TOWN OF WESTLAKE, TEXAS CONSENTING TO AND APPROVING THE PARTIAL ASSIGNMENT OF CERTAIN RIGHTS, COVENANTS, AND OBLIGATIONS OF THE PRIOR AGREEMENTS RELATED TO GRANADA PHASE II TO THE WILBOW-GRANADA DEVELOPMENT CORPORATION AND APPROVING A DEVELOPMENT AND SUBDIVISION IMPROVEMENT AGREEMENT WITH WILBOW-GRANADA DEVELOPMENT CORPORATION FOR GRANADA PHASE II. WHEREAS, the Town of Westlake, Texas (the "Town") and Maguire Partners — Solana Land, L.P.,, a Texas limited partnership ("Assignor"), aka Centurion American and Granada Westlake Investments, LLC, entered into an Economic Development Program Agreement dated February 15, 2013 (Resolution 13-09) and a Development and Subdivision Improvement Agreement dated June 17, 2013 (Resolution 13-23), with both of this agreements being amended by a First Amendment approved December 15, 2014 (Resolution 14-46); and WHEREAS, collectively these "Development Agreements", which are Assignor's contractual obligations to the Town regarding Granada, known as the Development, for which the Assignor seeks Town approval for partial assignment; and WHEREAS, the Development Agreements contain rights, covenants and obligations which are assignable upon the consent and approval of the assignment by the Town and the Assignor; and WHEREAS, the Assignor desires to partially assign, transfer, set over, convey and deliver to Wilbow-Granada Development Corporation (Wilbow, the "Assignee") certain of its rights, covenants, and obligations under the Development Agreements described above for Phase II of the Development (Granada) as specifically set out in Exhibit A attached to this resolution; and WHEREAS, Assignee desires to accept these certain partially assigned rights, covenants, and obligations of Assignor under the Development Agreements described above, as well as fulfill these requirements described in these Development Agreements as partially assigned in a new Development Agreement attached hereto as Exhibit A to this Resolution and titled Granada Phase II Development and Subdivision Improvement Agreement between the Town and Wilbow, which said new Development Agreement describes in detail Wilbow's duties and obligations under this partial assignment; and WHEREAS, the Assignor's continued rights, covenants and obligations which remain under these Development Agreements that are not being assigned to Wilbow are as outlined in Attachment D of attached Exhibit A to this resolution; and Resolution 15-36 Page 1 of 4 WHEREAS, Town Council of the Town (the "Town Council") finds that the Assignee is financially capable of meeting the terms and conditions of the Development Agreements. WHEREAS, the Town Council finds that the passage of this Resolution is in the best interest of the citizens of Westlake. NOW THEREFORE, BE IT RESOLVED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS AS FOLLOWS: SECTION 1: THAT the recitals set forth above in this Resolution are true and correct and are hereby adopted as findings of the Town Council and are incorporated into the body of this Resolution as if fully set forth herein. SECTION 2: THAT the Town Council of the Town (the "Town Council") does hereby find that the Assignee is financially capable of meeting the terms and conditions of the Assignor in the new Development Agreement between the Town and Wilbow in satisfaction of the requirements of the said new Development Agreement attached hereto as Exhibit A to this resolution. SECTION 3: THAT the Town Council does hereby acknowledge, accept, and approve the partial assignment of the rights, covenants, and obligations of the Assignor to the Assignee as outlined in Exhibit A to this resolution, and shall continue its performance of the Development Agreements with Assignee as though Assignee was the original party to the Development Agreements in accordance with the Assignment document attached to this resolution as Exhibit A. SECTION 4: THAT the Assignor's continued rights, covenants and obligations which remain under these Development Agreements that are not being assigned to Wilbow are outlined in Attachment D of attached Exhibit A to this resolution; and SECTION 5: THAT the Town Manager is authorized as the Town's representative to execute as signatory the Granada Phase II Development and Subdivision Improvement Agreement attached as Exhibit A to this resolution. SECTION 6: IF any portion of this Resolution shall, for any reason, be declared invalid by any court of competent jurisdiction, such invalidity shall not affect the remaining provisions hereof and the Council hereby determines that it would have adopted this Resolution without the invalid provision. Resolution 15-36 Page 2 of 4 SECTION 7: THAT this Resolution shall become effective from and after its date of passage in accordance with law. PASSED AND APPROVED ON THIS THE 14th DAY OF DECEMBER, 2014. ATTEST: Kelly 'EdwaWs, Town Secretary sOF APPROVES AS TO FORM: r sem` het d 'xx U-Mftnton L ow "Towl Atto Laura T. Wheat, Mayor 7X& Thomas E. Bryme7ot Manager Resolution 15-36 Page 3 of 4 ATTACHMENT Exhibit A- Granada Phase II Development and Subdivision Improvement Agreement Resolution 15-36 Page 4 of 4 Approved by Town of Westlake Resolution No. 15-36 10.14 8,11100 0.1 GRANADA PHASE II DEVELOPMENT AND SUBDIVISION IMPROVEMENT AGREEMENT Agreement between the Town of Westlake, Texas, (the " Town"), and Wilbow- Granada Development Corporation (the `Developer"), as sole owner and Developer of the property generally located on the east side of FM 1938, south of Solana Blvd. and north of Dove Rd. shown on the Granada Boundary Description and Map, Attachment "A", attached hereto and incorporated herein by reference. This agreement concerns the development of Phase II only of a residential community approved on February 25, 2013 by Ordinance No. 693 and Resolution No. 13-09 for Planning Area 1-3 ("PD 1-3"), commonly known as the Granada development and provisions for other development, maintenance and payment obligations as set forth in more detail below and solely related to the Development (the "Phase II Improvements") located therein; and for the assurance of completion and maintenance thereof. This Agreement shall solely relate to the development of Phase II only of PD 1-3 as has been determined by the submittal and approval of the Zoning and Site Plan approved February 25, 2013 by Ordinance No.693 and Resolution No. 13-09. SECTION 1: DEFINITIONS In addition to the terms defined in the body of this Agreement, the following terms shall have the definitions ascribed to them as follows: Agreement shall mean this Development Agreement between the Town of Westlake and Wilbow-Granada Development Corporation. Affiliate shall mean all entities, incorporated or otherwise, under common control with, controlled by or controlling the Developer. For purposes of this definition, "control" means fifty percent (50%) or more of the ownership determined by either value or vote. Centurion aka Maguire Partners, L.P. aka Granada Westlake Investments. LLC shall mean the initial developers of Granada making partial assignment of their responsibilities under Prior Granada Agreements as described in Attachment E to this Agreement. Custom Home shall mean a home that is built by a custom builder specifically designed to meet custom specifications unique to each home. Developer shall mean the Wilbow-Granada Development Corporation and/or its affiliates or assigns. Page 1 of 20 Development shall mean Granada Phase II (hereinafter defined). Granada Preliminary Plat shall mean the preliminary plat approved by the Westlake Town Council in Resolution 13-23 for Granada Phases I and II as shown in Attachment B of this Agreement. Granada Phase II shall mean the single family detached residential development depicted on the Granada Boundary Description and Map, Attachment "A", consisting of 43 single family residential detached homes which are situated on lot sizes each with no less than 24,000 square feet and with average lot size of 30,203 square feet and having a gross density of approximately 1.33 du/ac. Prior Granada Agreements means Economic Development Program Agreement for Granada between the Town of Westlake (Town) and Maguire Partners -Solana Land, L.P. (per Resolution 13-09 approved February 25, 2013), and recorded June 30, 2013 under Instrument No. D213159592 of the Real Property Records of Tarrant County, Texas, as amended by First Amendment to the Granada Economic Development Agreement dated December 15, 2014 (per Resolution 14-46 approved December 15, 2014) and recorded June 2, 2015 under Instrument No. D215000336 of the Real Property Records of Tarrant County, Texas; and Development and Subdivision Improvement Agreement between the Town and Maguire Partners -Solana Land, L.P. (per Resolution 13-25 approved June 17, 2013); as amended by First Amendment to the Granada Development Agreement (per Resolution 14-46 approved December 15, 2014) and recorded June 2, 2015 under Instrument No. D215000336 of the Real Property Records of Tarrant County, Texas, and Resolution 13-33 dated October 28, 2013 establishing Design Guidelines, Covenants, Conditions, and Restrictions for the Development as recorded under Instrument Nos. D215004495 and D215004146 of the Real Property Records of Tarrant County, Texas. Town means the Town of Westlake, Texas, and its officials assigned by the Town Manager to review and approve submittals in accordance with the Town of Westlake Code of Ordinances and published standards, restrictions, rules and regulations. SECTION 2 GENERAL REQUIREMENTS FOR THE DEVELOPER A. Completion Date of Development. The Developer covenants with the Town that all required public improvements (infrastructure and common area improvements) to be completed by the Developer hereunder for the Development shall be completed no later than five (5) years following the date of issuance of a notice to proceed for Phase I a n d P h a s e II of the Development per the Preliminary Plan pages PP4 and PPS. B. Completion o f Agreement. This Agreement shall not be considered complete until: 1. Record drawings for all streets and utilities including street Page 2 of 20 lighting in the Development, certified by the Developer Engineer, are filed with the Town Engineer and provided as follows: b. Three (3) sets of record drawings, c. One (1) set of mylars, d. Digital record drawings with GIS spatial data and coordinates compatible with the latest version of ArcView/ArcGIS e. Digital record drawings compatible with the latest version of AutoCAD. 2. The Town has issued a letter of acceptance for the Phase II Improvements, and it has been filed as described in Section 2.C, Covenant Running with the Land, of this agreement. C. Covenant Running With the Land. The covenants contained herein shall run with the land comprising the Development and bind all successors, heirs and assignees of the Developer until all of the Phase II Improvements are complete and the Town Engineer provides a letter of acceptance of said improvements. At that time only the maintenance and other continuing obligations continue to bind all successors, heirs and assignees. In addition, this Agreement and the letter of acceptance for the Phase II Improvements shall be filed on record in the Deed Records of Tarrant County, Texas as evidence thereof. D. Security for Completion of Public Improvements and Residential Lots. The Developer shall obtain a performance bond with the Town as co -obligee from the general contractor and subcontractors to ensure completion of the Phase II Improvements to be completed by the Developer, as stipulated in this Agreement, and assign such performance bond to the Town or cause the Town to be a co -obligee. The performance bond shall be in the amount of 100 percent of the funds estimated by the Town Engineer to be necessary to pay for all the Phase II Improvements (excluding gas, electric, and telecommunications) according to approved plans. The bond amount shall be reduced on a prorata basis as the improvements are accepted by the Town Engineer as evidenced by a latter of acceptance. The Developer will have forty-five (45) calendar days to provide the performance bond from the date of approval of construction plans. E. Upkeep of Property While in Development. The Developer will be responsible for mowing all grass and weeds and otherwise reasonably maintaining all land within the Development which has not been sold to third parties. After fifteen (15) calendar days written notice, should the Developer fail in this responsibility, the Town may contract for this service and bill the Developer for reasonable costs. Should the costs remain unpaid for thirty (30) calendar days after notice, the Town may file a lien on the property so maintained. F. Dedication of Property. If required by the Town Engineer, any dedication to Page 3 of 20 the Town of real property as shown on the approved preliminary plat or final plat, including right-of-way and easements, shall include a metes and bounds description for conveyance by either final plat or separate instrument. SECTION 3 CONSTRUCTION PROCEDURES FOR THE DEVELOPER A. Engineering Standards. Developer covenants that all public works projects and improvements to be completed by the Developer shall be constructed in accordance with the Town engineering standards. B. Pre -construction Conference. A pre -construction meeting for the construction of the improvements to be completed by the Developer between the Developer and Town Engineer is required. The Developer or contractor(s) and subcontractors shall furnish to the Town a list of all subcontractors and suppliers that will be providing greater than a $10,000 value to the Development. All contractors and subcontractors shall be registered with the Town and must comply with all applicable ordinances, rules and regulations. C. Conditions Prior to Construction. Prior to authorizing construction, the Town Engineer shall be satisfied that the following conditions have been met: 1. The approved preliminary plat and site plan reflect all Town conditions of approval. 2. All required plans and contract documents, if any, shall have been completed and filed with the Town. 3. All necessary easements or dedications required for public facilities and improvements, as shown on the approved preliminary plat, shall be conveyed solely to the Town by final plat. 4. All contractors participating in the construction shall be presented with a set of approved plans bearing the Town Engineer stamp of release. These plans must remain on the job site at all times. 5. A complete list of the contractors, their representatives on the site, and telephone numbers where a responsible party may be reached at all times must be submitted to the Town. 6. All applicable fees must be paid to the Town. 7. The Developer or contractor must furnish to the Town an insurance policy of general liability in the amount of $1,000,000 naming the Town as additional insured, prior to the commencement of any work within the Development, or construction of the Phase II Improvements by the Developer or contractor. D. Inspections. Construction of all improvements to be completed by the Developer shall be subject to periodic inspections by the Town Engineer or the Town Engineer's designee. The Developer shall be responsible for completing and/or correcting public improvements completed by the Developer Page 4 of 20 not constructed in accordance with the Town approved construction plans. Any change in design required during construction shall be reviewed and approved by the Town Engineer. E. Commencement of Excavation. The Developer may commence excavation upon receipt of final approval from the Town of construction plans for the Development from the Town and issuance of a notice to proceed from the Town. F. Issuance of Building Permits and Filing of Final Plat. Completion and acceptance by the Town of all public infrastructure in the Development is required prior to issuance of any building permits for houses in the Development, or for issuance of any Certificates of Occupancy in the Development. Further, the final plat for the Development will not be filed for record with Tarrant County until all public infrastructure in the Development has been accepted by the Town. SECTION 4 DEVELOPER'S OBLIGATIONS A. Custom Homes All homes in Granada Phase II shall be Custom Homes as defined in Section 1 of this Agreement. B. Lot Landscaping The Developer shall require that the homebuilders in the Development be responsible for providing landscaping for each individual lot as required by the Town's Code of Ordinances. C. Westlake Academy Impact a. As set forth in the Economic Development Agreement approved by Town Council Resolution 13-09, the Developer agrees to pay to the Town the sum of $10,000 for each residential lot in Granada Phase II which shall be used for the benefit of the Westlake Academy. the amount of payment will be calculate by multiplying the total number of lots depicted on the approved final plat by $10,000; ii. the amount for each final plat being due and payable to the Town prior to the signing of the final plat with said date for signing of the final plat not occurring more than thirty (30) calendar days after the final plat is approved by the Town. Page 5 of 20 D. Reimbursement of Legal and/or Consulting fees a. The Developer shall reimburse the Town for actual costs of legal and/or consulting fees incurred by the Town related to the preparation and review of this Agreement and all other related documents deemed necessary by the Town related to the Development. b. Such reimbursement of fees is due and payable by the Developer upon receipt. E. Further Articulation of Responsibilities Under Prior Granada Responsibilities a. Further, in addition to the Developer's obligations as defined in Sections 2, 3, and 4 of this Agreement, a detailed list of these same responsibilities under Prior Granada Agreements (a term defined in Section 1 of this agreement), is set out in Attachment D to this agreement. SECTION 5 DEFAULT, TERMINATION AND FAILURE BY THE DEVELOPER TO MEET VARIOUS DEADLINES AND COMMITMENTS. A. Failure to Pay Town Taxes or Fees An event of default shall occur under this Agreement if any legally - imposed Town taxes or fees owed on or generated by the Development become delinquent and the Developer or the Affiliate does not either pay such taxes or follow the legal procedures for protest and/or contest of any such taxes. In this event, the Town shall notify the Developer in writing and the Developer shall have sixty (60) calendar days to cure such default. If the default has not been fully cured by such time, the Town shall have the right to terminate this Agreement immediately by providing written notice to the Developer and shall have all other rights and remedies that may be available to it under the law or in equity. B. Violations of Town Code, State or Federal Law An event of default shall occur under this Agreement if any written citation is issued to the Developer or an Affiliate due to the occurrence of a violation of a material provision of the Town Code in the Development (including, without limitation, any violation of the Town's Building or Fire Codes, and any other Town Code violations related to the environmental condition of the Development, or to matters concerning the public health, safety or welfare) and such citation is not paid or the recipient of such citation does not properly follow the legal procedures for protest and/or contest of any such citation. An event of default shall occur under this Agreement if the Page 6 of 20 Town is notified by a governmental agency or unit with appropriate jurisdiction that the Developer or an Affiliate, or any successor in interest thereto or any third party with access to the Development pursuant to the express or implied permission of the Developer or an Affiliate, or any a successor in interest thereto, is in violation of any material state or federal law, rule or regulation on account of the Development, improvements in the Development or any operations thereon (including, without limitation, any violations related to the environmental condition of the Development; the environmental condition on other land or waters which is attributable to operations of the Development; or to matters concerning the public health, safety or welfare). Upon the occurrence of such default, the Town shall notify the Developer in writing and the Developer shall have (i) thirty (30) calendar days to cure such default or (ii) if the Developer has diligently pursued cure of the default but such default is not reasonably curable within thirty (30) calendar days, then such amount of time that the Town reasonably agrees is necessary to cure such default. If the default has not been fully cured by such time, the Town shall have the right to terminate this Agreement immediately by providing written notice to the Developer and shall have all other rights and remedies that may be available to under the law or in equity. C. General Breach Unless stated elsewhere in this Agreement, the Developer shall be in default under this Agreement if the Developer breaches any term or condition of this Agreement. In the event that such breach remains uncured after thirty (30) calendar days following receipt of written notice from the Town referencing this Agreement (or, if the Developer has diligently and continuously attempted to cure following receipt of such written notice but reasonably requires more than thirty (30) calendar days to cure, then such additional amount of time as is reasonably necessary to effect cure, as determined by both Parties mutually and in good faith), the Town shall have the right to terminate this Agreement immediately by providing written notice to the Developer. SECTION 6 NO INDEPENDENT CONTRACTOR OR AGENCY RELATIONSHIP It is expressly understood and agreed that the Developer shall not operate as an independent contractor or as an agent, representative or employee of the Town. The Developer shall have the exclusive right to control all details and day-to-day operations relative to its operations and obligations that it is required to perform under the Agreement and shall be solely responsible for the acts and omissions Page 7 of 20 of its officers, agents, servants, employees, contractors, subcontractors, licensees and invitees. The Developer acknowledges that the doctrine of respondent superior will not apply as between the Town and the Developer, its officers, agents, servants, employees, contractors, subcontractors, licensees, and invitees. The Developer further agrees that nothing in this Agreement will be construed as the creation of a Developer or joint enterprise between the Town and the Developer. SECTION 7 INDEMNIFICATION THE DEVELOPER, AT NO COST OR LIABILITY TO THE TOWN, AGREES TO DEFEND, INDEMNIFY AND HOLD THE TOWN, ITS OFFICERS, ELECTED AND APPOINTED OFFICIALS, AGENTS, ATTORNEYS, SERVANTS AND EMPLOYEES, HARMLESS AGAINST ANY AND ALL CLAIMS, LAWSUITS, ACTIONS, COSTS AND EXPENSES OF ANY KIND, INCLUDING, BUT NOT LIMITED TO, THOSE FOR PROPERTY DAMAGE OR LOSS (INCLUDING ALLEGED DAMAGE OR LOSS TO THE DEVELOPER' BUSINESS AND ANY RESULTING LOST PROFITS) AND/OR PERSONAL INJURY, INCL UDING DEATH, THA T MAY RELATE TO, ARISE O UT OF OR BE OCCASIONED BY (i) THE DEVELOPER' BREACH OF ANY OF THE TERMS OR PROVISIONS OF THIS AGREEMENT; OR (ii) ANY ACT OR OMISSION OR INTENTIONAL MISCONDUCT OF THE DEVELOPER, ITS OFFICERS, AGENTS, ASSOCIATES, EMPLOYEES, CONTRACTORS (OTHER THAN THE TOWN, OR ITS EMPLOYEES, OFFICERS, AGENTS, ASSOCIATES, CONTRACTORS OR SUBCONTRACTS), OR SUBCONTRACTORS DUE OR RELATED TO, FROM, OR ARISING FROM OPERATION AND CONDUCT OF ITS OPERATIONS AND OBLIGATIONS OR OTHERWISE TO THE PERFORMANCE OF THIS A GREEMENT. SECTION 8 INDEMNITY AGAINST DESIGN DEFECTS APPROVAL OF THE TOWN ENGINEER OR OTHER TOWN EMPLOYEE, OFFICIAL, CONSULTANT, EMPLOYEE, OR OFFICER OF ANY PLANS, DESIGNS OR SPECIFICATIONS SUBMITTED BY THE DEVELOPER UNDER THIS AGREEMENT SHALL NOT CONSTITUTE OR BE DEEMED TO BE A RELEASE OF THE RESPONSIBILITY AND LIABILITY OF THE DEVELOPER, ITS ENGINEER, CONTRACTORS, EMPLOYEES, OFFICERS, OR AGENTS FOR THE ACCURACY AND COMPETENCY OF THEIR DESIGN AND SPECIFICATIONS. SUCH APPROVAL SHALL NOT BE Page 8 of 20 DEEMED TO BE AN ASSUMPTION OF SUCH RESPONSIBILITY OR LIABILITY BY THE TOWN FOR ANY DEFECT IN THE DESIGN AND SPECIFICATIONS PREPARED BY THE CONSULTING ENGINEER, HIS OFFICERS, AGENTS, SERVANTS, OR EMPLOYEES, IT BEING THE INTENT OF THEPARTIES THATAPPROVAL BY THE TOWN ENGINEER OR OTHER TOWN EMPLOYEE, OFFICIAL, CONSULTANT, OR OFFICER SIGNIFIES THE TOWN APPROVAL OF ONLY THE GENERAL DESIGN CONCEPT OF THE IMPROVEMENTS TO BE CONSTRUCTED. IN THIS CONNECTION, THE DEVELOPER SHALL INDEMNIFY AND HOLD HARMLESS THE TOWN, ITS OFFICIALS, OFFICERS, AGENTS, SERVANTS AND EMPLOYEES, FROM ANY LOSS, DAMAGE, LIABILITY OR EXPENSE ON ACCOUNT OF DAMAGE TO PROPERTY AND INJURIES, INCLUDING DEATH, TO ANY AND ALL PERSONS WHICH MAY ARISE OUT OF ANY DEFECT, DEFICIENCY OR NEGLIGENCE OF THE ENGINEER DESIGNS AND SPECIFICATIONS INCORPORATED INTO ANY IMPROVEMENTS CONSTRUCTED IN ACCORDANCE THEREWITH, AND THE DEVELOPER SHALL DEFEND AT HIS OWN EXPENSE ANY SUITS OR OTHER PROCEEDINGS BROUGHT AGAINST THE TOWN, ITS OFFICIALS, OFFICERS, AGENTS, SERVANTS OR EMPLOYEES, OR ANY OF THEM, ON ACCOUNT THEREOF, TO PAY ALL EXPENSES AND SATISFY ALL JUDGMENTS WHICH MAY BE INCURRED BY OR RENDERED AGAINST THEM, COLLECTI VEL Y OR INDIVIDUALLY, PERSONALLY OR IN THEIR OFFICIAL CAPACITY, IN CONNECTIONHEREWITH. SECTION 9 NOTICES All written notices called for or required by this Agreement shall be addressed to the following: If to Town: Town of Westlake Attn: Thomas E. Brymer 3 Village Circle, Ste. 202 Westlake, TX 76262 With a copy to: Page 9 of 20 If to Developer: Attn: 4131 N. Central Expressway Suite 1140 -LB 13 Dallas, TX 75204 Email: With a copy to: Watson Law Group, PLLC Attn: Michael ("Monty") Watson 5646 Milton Street, Suite 321 Dallas, Texas 75206 Email: Monty@mmwatson.com or such other party or address as either party designates in writing, by certified mail, postage prepaid, or by hand delivery. SECTION 10 ASSIGNMENT AND SUCCESSORS The Developer may at any time assign, transfer or otherwise convey any of its rights or obligations under this Agreement to an Affiliate without the approval of the Town so long as The Developer, the Affiliate and the Town first execute an agreement approved by the Town Council of the Town under which the Affiliate agrees to assume and be bound by all covenants and obligations of The Developer under this Agreement. Otherwise, The Developer may not assign, transfer or otherwise convey any of its rights or obligations under this Agreement to any other person or entity without the prior consent of the Town Council, which said consent may be withheld at the Town's sole discretion, conditioned on (i) the prior approval of the assignee or successor and a finding by the Town Council that the proposed assignee or successor is financially capable of meeting the terms and conditions of this Agreement and (ii) prior execution by the proposed assignee or successor of a written agreement with the Town under which the proposed assignee or successor agrees to assume and be bound by all covenants and obligations of The Developer under this Agreement. Any attempted assignment without the Town Council's prior consent shall constitute a breach and be grounds for termination of this Agreement and following receipt of written notice from the Town to The Developer. Any lawful assignee or successor in interest of The Developer of all rights under this Agreement shall be deemed 'The Developer" for all purposes under this Agreement. Page 10 of 20 SECTION 11 COMPLIANCE WITH LAWS, ORDINANCES, RULES AND REGULATIONS This Agreement will be subject to all applicable Federal, State and local laws, ordinances, rules and regulations, including, but not limited to, all provisions of the Town's codes and ordinances, as amended. SECTION 12 GOVERNMENTAL POWERS It is understood that by execution of this Agreement, the Town does not waive or surrender any of it governmental powers or immunities that are outside of the terms, obligations, and conditions of this Agreement. SECTION 13 NO WAIVER The failure of either party to insist upon the performance of any term or provision of this Agreement or to exercise any right granted hereunder shall not constitute a waiver of that party's right to insist upon appropriate performance or to assert any such right on any future occasion. SECTION 14 VENUE AND JURISDICTION Ifany action, whether real or asserted, at law or in equity, arises on the basis of any provision of this Agreement, venue for such action shall lie in state courts located in Tarrant County, Texas or the United States District Court for the Northern District of Texas — Fort Worth Division. This Agreement shall be construed in accordance with the laws of the State of Texas. SECTION 15 NO THIRD PARTY RIGHTS The provisions and conditions of this Agreement are solely for the benefit of the Town and The Developer, and any lawful assign or successor of The Developer, and are not intended to create any rights, contractual or otherwise, to any other person or entity. SECTION 16 FORCE MAJEURE It is expressly understood and agreed by the Parties to this Agreement that if the performance of any obligation hereunder, is delayed by reason of war, civil commotion, acts of God, inclement weather that prohibits compliance with any portion of this Agreement, or other circumstances which are reasonably beyond the Page 11 of 20 control or knowledge of the party obligated or permitted under the terms of this Agreement to do or perform the same, regardless of whether any such circumstance is similar to any of those enumerated or not, the party so obligated or permitted shall be excused from doing or performing the same during such period of delay, so that the time period applicable to such requirement shall be extended for a period of time equal to the period such party was delayed. SECTION 17 INTERPRETATION In the event of any dispute over the meaning or application of any provision of this Agreement, this Agreement shall be interpreted fairly and reasonably, and neither more strongly for or against any party, regardless of the actual drafter of this Agreement. SECTION 18 SEVERABILITY CLAUSE It is hereby declared to be the intention of the Parties that sections, paragraphs, clauses and phrases of this Agreement are severable, and if any phrase, clause, sentence, paragraph or section of this Agreement shall be declared unconstitutional or illegal by the valid judgment or decree of any court of competent jurisdiction, such unconstitutionality or illegality shall not affect any of the remaining phrases, clauses, sentences, paragraphs or sections of this Agreement since the same would have been executed by the Parties without the incorporation in this Agreement of any such unconstitutional phrase, clause, sentence, paragraph or section. It is the intent of the Parties to provide the economic incentives contained in this Agreement by all lawful means. SECTION 19 CAPTIONS Captions and headings used in this Agreement are for reference purposes only and shall not be deemed a part of this Agreement. SECTION 20 ENTIRETY OF AGREEMENT This Agreement, including any attachments attached hereto and any documents incorporated herein by reference, contains the entire understanding and agreement between the Town and The Developer, and any lawful assign and successor of The Developer, as to the matters contained herein. Any prior or contemporaneous oral or written agreement is hereby declared null and void to the extent in conflict with any provision of this Agreement. Notwithstanding any provision to the contrary set forth in Prior Granada Agreements, the Town acknowledges and agrees that this Agreement is intended to set Page 12 of 20 forth the entire understanding of the parties hereto related to Phase II of Granada, and The Developer (as defined herein) shall have no rights or obligations or liability to the Town under the Prior Granada Agreements. Notwithstanding anything to the contrary herein, this Agreement shall not be amended unless executed in writing by both parties and approved by the Town Council of the Town in an open meeting held in accordance with Chapter 551 of the Texas Government Code. SECTION 21 COUNTERPARTS This Agreement may be executed in multiple counterparts, each of which shall be considered an original, but all of which shall constitute one instrument. [Signatures appear on the following page] EXECUTED as of the last date indicated below: TOWN OF WESTLAKE i<pu; -iMAtb'q � 91 &-- &" Wj By: Thomas Elry er Town Mana Date• ' f ATTACHMENTS 'i Name: Title: Alicw I :� MYTMT1 -11 "A-211- Granada Phase II Leal Description "B" Granada Phase I and II Preliminary Plat Approved June 17, 2013 per Resolution 13-23 "C"- Granada Phase II Map "D"- Further Articulation of Responsibilities Under Prior Granada Responsibilities Page 13 of 20 Attachment "A Granada Phase II Boundary Description Page 14 of 20 D m G o 0 n ;i Fidelity Investments Addition LOT 1 _ W o Cab. A, SL. 11041 P.R.T.C.T. W rn FMR Texas Limited Partnership Vol. 13457, Pg. 403 DRTCT VARD - CURVE RADIUS - - Appox. - - DAVIS BOULE (Called 165 ROW) - - - 1047.14' 975'02" 169.06' N 857546" W, 168.88' �T�0025�40- . Poving �W-�c" 85124" 23.86' N 407025" W, 23.84' C3 1/2' CRF ---N 007540 W ' 242.84 N 007540 W Called 13.591 Ac. C4 1/2" CRS �� A" Parcel No. 7 -ROW-1 -1 1081.55 183.64' L3 C5 Crehom' 220.18' s 30354" - - D208427746 DRTCT 4 C6 25 LIE DD 542355' 284.83' S 367247" E, 274.25' C7 3x 112- CRS 9350'30' Lot 85X I L6 N 18°27'05" E N 00032'55" W 183645" See Note 8 lr�ZB (G&A) _I Block A-lCV - t5 ` 163.36 ' 219.34' L9 CIO � ` d�1,0 _-_ _ 173'05 9.62' -�' Sardaing x�li, 1/2 ces 1/2' CRS ,,, (G&A) - L8 3x Icv - - - - 6�x ICV - - - _L10 z -_ 5 �yt� - ""o -C �.LC S 33'48'02" E, 17.78' . S• 1015.50' ..-- L35 (,&A) _a a o - - N 155p 101.85 feet, to a 1/2" capped rebar set (G&A Consultants); S 89°27'05" W, 0.560 acre tract of land described as Parcel No. 70 -ROW -2 in deed to the Town of Westlake, -� 8.51 feet, to the POINT OF BEGINNING and containing approximately 32.445 Texas, recorded in Instrument Number D208427746 of the Deed Records of Tarrant County, L7 /y/� „ 1/2" GRS N VV 32 55 r 2 cRs , 4x lcv /' co W '7 !► r._. (G&A) .. O �,i" pc Oo Texas; property, over, across and through Lot 88X, of Granada, Phase 1, recorded in Instrument No. D215003584 of the Plat Records of Tarrant County, Texas, being the private road system located Northeasterly with the arc of said curve, having a radius of 2837.99 feet, a central angle of y _. (G&A) .._._,.. (. _ ------ ,..__. t ' . ,yy % Lot 85X -o 0 own o 7J W 7 m v 1_1 UQul N 0 oo v. D N o� o� Zo y p a foo �o0 8fD /Nn V 0 CURVE TABLE CURVE RADIUS DELTA ANGLE ARC LENGTH LONG CHORD Cl 1047.14' 975'02" 169.06' N 857546" W, 168.88' C2 154.38' 85124" 23.86' N 407025" W, 23.84' C3 1782.50' 82677" 262.69' N 034445" E, 262.45' C4 2831.99' 3'4255" 183.64' N 2375'48" E 183.60' C5 2837.99' 30354" 151.82' S 2640'49" W, 151.80' C6 300.00' 542355' 284.83' S 367247" E, 274.25' C7 50.50' 9350'30' 82.71' S 1970'10' E, 73.77 C8 520.00' 183645" 168.92' S 153426' W, 168.18' C9 159.00' 177653' 47.96' S 694330" W, 47.78' CIO 452.50' 173'05 9.62' N 337122' W, 9.62' C11 483.50' 20624" 17.78' S 33'48'02" E, 17.78' C12 1015.50' 30721' 55.34' S 803435' E, 55.33' y ICV \ \ Block A 9 lot 52 322.48 25' :Temporary ro ` ��\ Block A / ' ,` Drainage Easement r » C w. \ I D215003585 co i Schedule B. Item 10u a rP t ) a, L12 36' AV DE Ad DE , J/2" CRS \ \ O ltttiy'-�, x. r Lot 53 � Lot 51 � O z f l \ )2 281693 7 / (G&A) �\ C ¢� � �, 6,S Block A Block A � � '.,_.. w,`�. To / O J & qCF� ✓ 1 d of ,, •; `�,. Ditch 2x t 1Tea --a \ r \ c., / telt toc O 4i 1 2" CRS s ICV L14 _ a 15 SSE _, . _.._..... _... ""-„�. _..... / . DBE �@ 12.5 Cn _� .. , `; � /� 10 Lot 54 Lb r GU ✓� ,� P of Ditch - ' t \ \ T Block A ter f` 'l IC� r I � 1 � Lot 50 � ' ���^� 0i To 5' WME i I Block ACWS 112. # s 9 \ 1/2" CRS 1 ti f, opo ICV i- Remainde"r Lot 55 \ r / \ l� ter Called 184.32 Acres ` \ Q° 1/1 CRS ...., �`0 z -•3 a a Block A c&A o Tract 2 \\ � 1 ( lot 49 < - ....... .. ... .. q _._ ..,� "-.. uo �I m i Maguire Partners -Solana Land L.P. v ' .0 Block A DRO / Z ` \ \ Granada, Ph. 1 112' cRs.,, ""9""OLE Vol. 16858, Pg. 176 (D203231446) M I / / D215003584 ��� G&A GAS TEST + L_ l ) STATION o ; Zoned: PD1 ... ;_..,.. / \ \ 1/2 cRs 1/2- CRS ' ssMHN9-BUILDINGS EXISTING ON ,THE SURVEYED PROPERTY V n / of 4 _... 1.i I Oav ( I 30 1/1 CRS s (G&A)D O�� \N (G&A) 56 Block A / Block A tzs t/2 CRS TPAD L31 1/2' CRs Lot O \ \ Block A ' ro A Lot 32 , X Lot 46 rn / 10x10 / $ rD I Block A I R. v i I \ Lot 56 \ / 81ock A Lot 45 N < c>, c+ I i \Block A L \ '7r ` / Block A W� ro W f/ > v 5'�VVtdE \ of 8S \ J 16.5' AG.TCE 1dX/0 I C� II 75X725 -ri 1 ' f / ~ a. r S x (-� k v & WLEJ rr o fi L28, / , as `�° - - Lot oct8c7X 2 �D C11 „ix 1/ 2' ` ,., ,.:a �s r' ot 85x / - - Block A 20l lot 58 TCEE I Block A \ \ Granada Trail 0 WV w / s � r L2 ucc G1(J1 1/2" CRS �0�°'1 16 1/2' CRF 20• D.e. 6 L 17 L Graham' I �_ F BOg., .L ; (G&A) iL C ICV I � �40 SB� �, '4 c �� ,1/2. (G&A) y r IJ2' CRS L2 z 64 " ( I 1/2"�m CRS ' S 0%0 (G&A) �O ��F i '' ' o o X G ��a`�''-' cry °a " 150 0 150 300 450 Feet 1 I rn o ( yQovn9 1/2" CRS °SCALE:1 150r �0 oOwi ee Nate s S ueC49 ZNaten / '9 see \ 2s• Detail "A" rc� Scale: 1"=20' \ \ \ 16'& wig j / / �P�� called 72.64 Ac. 1 Lot 85 1 ( Block A 1' RF I -518' J F � I Maguire Partners -Solana Land, L.P. S Vol. 16858, Pg. 176 D.R.T.C.T. q I UNE BEARING Mk I I . L1 N 0072105' W I- TCM LEGAL DESCRIPTION N 005255' W 2257' 32.445 ACRES N 8043'25' W 36.09' L4 N 893420" E N00"3Y55'W 147504' BEING all that certain lot, tract or parcel of land situated in the C. M. Throop Survey, Abstract THENCE over, across and through said 184.32 acre tract the following 34 courses and distances: 5.00' Number 1510 and the W. Medlin Survey, Abstract Number 1958, Town of Westlake, Tarrant County, N 103255' W IO Texas, and being part of that certain called 184.32 acre tract of land described as Tract 2 in N 10°32, 55" W, 26.04 feet, to a 1/2" capped rebar set (G&A Consultants); •O deed to Maguire Partners -Solana Land L. P. recorded in Volume 16858, Page 176 (Instrument S 892705' W 5.75' Number D203231446) of the Deed Records of Tarrant County Texas, and being more particularly N 00°25'40" W, 242.84 feet, to a 1/2" capped rebar set (G&A Consultants); 5.75' described as follows N 8850'50' W • L11 N 18°27'05" E, 163.36 feet, to a 1/2" capped rebar set (G&A Consultants); 90.80' COMMENCING at a 5/8" rebar found at the southeast corner of said 184.32 acre tract, being the S 6770'50' E 6.00' most westerly southwest corner of Lot 1, Block 3 of Westlake/Southlake Park Addition No. 1, and N 00°32'55" W, 35.48 feet, to a 1/2" capped rebar set (G&A Consultants); 615' addition to the Town of Westlake according to the plat thereof recorded in Volume 388-214, N 287247' E 140.26' Page 78 of the Plat Records of Tarrant County, Texas; S 89°27'05" W, 5.75 feet, to a 1/2" capped rebar set (G&A Consultants); 40.90' THENCE S 89°29'20" W, 200.93 feet with the south line of said 184.32 acre tract to a 1" rebar N 00°32'55" W, 219.34 feet, to a 1/2" capped rebar set (G&A Consultants); 89.43' found (disturbed) in Dove Road, from which a 1/2" rebar found bears S 84°04'40" E, 2.6 feet; N 64 0615' E 6.27' L18 N 89°27'05" E, 5.75 feet, to a 1/2" capped rebar set (G&A Consultants); 219.99' THENCE N 00°12'05" W, 45.01 feet continuing with the south line of said 184.32 acre tract in 2354 '35' W 1 LOT 1OLOT Dove Road to a 5/8" capped rebar found (Huitt & Zollars); N 00°32'55" W, 322.48 feet, to a 1/2" capped rebar set (G&A Consultants); 139.12' THENCE S 89°47'55" W, 462.17 feet continuing with the south line of said 184.32 acre tract in N 88°50'50" W, 10.00 feet, to a 1/2" capped rebar set (G&A Consultants); 99.04 feet, to a 1/2" capped rebor set (G&A Consultants); Dove Road to a 1/2" capped rebar set (G&A) at the southeast corner of that certain called 101.85 feet, to a 1/2" capped rebar set (G&A Consultants); S 89°27'05" W, 0.560 acre tract of land described as Parcel No. 70 -ROW -2 in deed to the Town of Westlake, N 00°32'55" W, 90.80 feet; to a 1/2" capped rebar set (G&A Consultants), at a point of 8.51 feet, to the POINT OF BEGINNING and containing approximately 32.445 Texas, recorded in Instrument Number D208427746 of the Deed Records of Tarrant County, curvature of a non -tangent curve to the right; Together with an Access Texas; property, over, across and through Lot 88X, of Granada, Phase 1, recorded in Instrument No. D215003584 of the Plat Records of Tarrant County, Texas, being the private road system located Northeasterly with the arc of said curve, having a radius of 2837.99 feet, a central angle of THENCE N 00°52'55" W, 22.57 feet with the east line of said 0.560 acre tract to a 1/2" capped 11 °08'42", an arc length of 552.04 feet, and whose chord bears N 15°50'10" E, 551.17 feet, rebar found (Graham) at the northeast corner thereof; to a 1/2" capped rebar set (G&A Consultants); THENCE N 89°57'45" W, 790.52 feet with the north line of said 0.560 acre tract to a 1/2" S 67°10'50" E, 6.00 feet, to a 1/2" capped rebar set (G&A Consultants); capped rebor set (G&A) at the beginning of a curve to the right; Northeasterly with the arc of a curve to the right, having a radius of 2831.99 feet, a central THENCE continuing with the north line of said 0.560 acre tract, with the arc of said curve having angle of 03°42'55", an arc length of 183.64 feet, and whose chord bears N 23'15'48" E, a central angle of 09°15'02", a radius of 1047.14 and an arc length of 169.06 feet, whose chord 183.60 feet, to a 1/2" capped rebar set (G&A Consultants); bears N 85°15'46" W, 168.88 feet, to a 1/2" capped rebar set (G&A); N 52°2O, 20" W, 6.15 feet, to a 1/2" capped rebar set (G&A Consultants); THENCE N 80°43'25" W, 36.09 feet continuing with the north line of said 0.560 acre tract to a 1/2" capped rebar set (G&A) on the westerly line of said 184.32 acre tract, being on the arc of Northeasterly with the arc of a curve to the right, having a radius of 2837.99 feet, a central a curve to the right; angle of 03°03'54", an arc length of 151.82 feet, and whose chord bears N 26°40'49" E, 151.80 feet, to a 1/2" capped rebar set (G&A Consultants); E G E N D THENCE with the westerly line of said 184.32 acre tract and with the arc of a curve to the right having a central angle of 08°51'24", a radius of 154.38 feet and an arc length of 23.86 feet, N 28°12'47" E, 140.26 feet, to a 1/2" capped rebar set (G&A Consultants); \R FOUND whose chord bears N 40°10'25"W, 23.84 feet to a 1/2" capped rebar set at the most southerly 'ED REBAR SET corner of that certain called 13.591 acre tract of land described as Parcel No. 70 -ROW -1 in the N 75°55'20" E, 226.61 feet, to a 1/2" capped rebar set (G&A Consultants); DING LINE aforementioned deed to the Town of Westlake, Texas, and being on the east line of Precinct Line V OF WESTLAKE DUCT BANK ESMT Road; S 63°34'45" E, 40.90 feet, to a 1/2" capped rebar set (G&A Consultants) at a point of DED REBAR FOUND curvature of a curve to the right; T OF BEGINNING THENCE with the east line of said 13.591 acre tract and the east line of said Precinct Line Road CONSULTANTS, LLC. with the arc of a curve to the left having a central angle of 08°26'37", a radius of 1782.50 feet Southeasterly with the arc of said curve, having a radius of 300.00 feet, a central angle of )S GAS EASEMENT and an arc length of 262.69 feet, whose chord bears N 03°44'45" E, 262.45 feet to a 1/2" 54°23'55", an arc length of 284.83 feet, and whose chord bears S36°22'47" E, 274.25 feet, 2GENCY ACCESS ESMT capped rebar found (Graham); to a 1/2" capped rebar set (G&A Consultants); TARY SEWER ESMT COUNTY ELECTRIC ESMT THENCE N 00°25'40" W, 220.18 feet continuing with the east line of said 13.591 acre tract and S 09°10'50" E, 89.43 feet, to a 1/2" capped rebar set (G&A Consultants); =R LINE EASEMENT the east line of said Precinct Line Road; - MAINTENANCE EASEMENT N 64°06'15" E, 6.27 feet, to a 1/2" capped rebar set (G&A Consultants); TARY SEWER MANHOLE THENCE N 89°34'20" E, 64.65 feet, to a 1/2" capped rebar set (G&A Consultants); 2M MANHOLE S 25°53'45" E, 219.99 feet, to a 1/2" capped rebar set (G&A Consultants); ,ATION CONTROL VALVE :R VALVE THENCE N 79°27'05" E, 5.00 feet, to a 1/2" capped rebar set (G&A Consultants) at the POINT OF BEGINNING; S 23°54'35" W, 101.03feet, to a 1/2" capped rebar set (G&A Consultants), at a point of HYDRANT .c+r�n­rn n A n curvature of a non -tangent curve to the right; LINE TABLE UNE BEARING DISTANCE L1 N 0072105' W 45.01' L2 N 005255' W 2257' L3 N 8043'25' W 36.09' L4 N 893420" E 64.65' L5 N 792705" E 5.00' L6 N 103255' W 26.04' L7 N 0032'55' W 35.48' L8 S 892705' W 5.75' L9 N 892705" E 5.75' L10 N 8850'50' W 10.00' L11 N 003255' W 90.80' L12 S 6770'50' E 6.00' L 13 N 5270'20' W 615' L14 N 287247' E 140.26' L15 S 633445' £ 40.90' L16 S 0970'50' E 89.43' L17 N 64 0615' E 6.27' L18 S 255345' E 219.99' 119S 2354 '35' W 1 LOT 1OLOT S 07°51'45" W, S 627455' E 139.12' LINE TABLE UNE BEARING DISTANCE L21 N 48.49100" W 66.15' L22 S 220315' W 109.68' L23 S 373545' W 15.42' L24 S 20925' E 90.52' L25 S 5204'10' W 143.52' L26 N 84100102' W 17.05' L27 S 5775'10' W 31.00' L28 S 5433'10' W 79.39' L29 S 892705' W 137.99' L30 S 1059105' W 291.81' 01 S 0751'45' W 246.74' 02 S 245705' W 98.98' L33 S 407745' W 99.04' L34 S 474125' W 101.85' L35 S 792705' W 8.51' Southeasterly with the arc of said curve, having a radius of 50.50 feet, a central angle of 93°50'30", an arc length of 82.71 feet, and whose chord bears S 1910'10" E, 73.77 feet, to a 1/2" capped rebar set (G&A Consultants); S 62°14'55" E, 139.12 feet, to a 1/2" capped rebar set (G&A Consultants); S 48°49'00" E, 66.15 feet, to a 1/2" capped rebar set (G&A Consultants), at a point of curvature of a non -tangent curve to the right; Southwesterly with the arc of said curve, having a radius of 520.00 feet, a central angle of 18°36'45", an arc length of 168.92 feet, and whose chord bears S15°3426" W, 168.18 feet, to a 1/2" capped rebar set (G&A Consultants); S 22°03'15" W, 109.68 feet, to a 1/2" capped rebar set (G&A Consultants); S 37°35'45" W, 15.42 feet, to a 1/2" capped rebar set (G&A Consultants); S 20°39'25" E, 90.52 feet, to a 1/2" capped rebar set (G&A Consultants); S 52°04'10" W, 143.52 feet, to a 1/2" capped rebar set (G&A Consultants), at a point of curvature of a non -tangent curve to the left; Southwesterly with the arc of said curve, having a radius of 159.00 feet, a central angle of 17°16'53", an arc length of 47.96 feet, and whose chord bears S 69°43'30" W, 47.78 feet, to a 1/2" capped rebar set (G&A Consultants); N 84°00'02" W, 17.05 feet, to a 1/2" capped rebar set (G&A Consultants), at a point of curvature of a non -tangent curve to the right; Northwesterly with the arc of said curve, having a radius of 452.50 feet, a central angle of 01 °13'05", an are length of 9.62 feet, and whose chord bears N 33°21'22" W, 9.62 feet, to a 1/2" capped rebar set (G&A Consultants); S 57°15'10" W, 31.00 feet, to a 1/2" capped rebar set (G&A Consultants), at a point of curvature of a non -tangent curve to the left; Southeasterly with the arc of said curve, having a radius of 483.50 feet, a central angle of 02°06'24", an arc length of 17.78 feet, and whose chord bears S 33°48'02" E, 17.78 feet, to a 1/2" capped rebar set (G&A Consultants); S 54°33'10" W, 79.39 feet, to a 1/2" capped rebar set (G&A Consultants); S 89°27'05" W, 137.99 feet, to a 1/2" capped rebar set (G&A Consultants) S 10°59'05" W, 291.81 feet, to a 1/2" capped rebar set (G&A Consultants), at a point of curvature of a curve to the left; Southeasterly with the are of said curve, having a radius of 1015.50 feet, a central angle of 03°07'21 ", an arc length of 55.34 feet, and whose chord bears S 80°34'35" E, 55.33 feet, to a 1/2" capped rebar set (G&A Consultants); S 07°51'45" W, 246.74 feet, to a 1/2" capped rebar set (G&A Consultants); S 24'57'05" W, 98.98 feet, to a 1/2" capped rebar set (G&A Consultants); S 40°17'45" W, 99.04 feet, to a 1/2" capped rebor set (G&A Consultants); S 47°41'25" W, 101.85 feet, to a 1/2" capped rebar set (G&A Consultants); S 89°27'05" W, 390.88 feet, to a 1/2" capped rebar set (G&A Consultants); S 79°27'05" W, 8.51 feet, to the POINT OF BEGINNING and containing approximately 32.445 acres of land. Together with an Access Easement, to insure ingress and egress, to and from, the subject property, over, across and through Lot 88X, of Granada, Phase 1, recorded in Instrument No. D215003584 of the Plat Records of Tarrant County, Texas, being the private road system located within said Phase 1. NOTES: 1. Bearings based on the Texas Coordinate System, North Central Zone (4202), NAD '83. 2. Surveyor has made no investigation or independent search for easement of record, encumbrances, restrictive covenants, ownership title evidence, or any other facts that an accurate abstract of title may disclose. 3. According to Community/Panel No. 48439CO085K, effective September 25, 2009, of the FLOOD INSURANCE RATE MAP for Tarrant County, Texas & Incorporated Areas, by graphic plotting only, this property appears to be within Flood Zone "X" (areas of minimal flooding). This flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This Flood Statement shall not create liability on the part of the surveyor. 4. No flood zone area analysis has been performed on the subject property by G&A Consultants, LLC. 5. All original copies of survey maps and descriptions prepared by the surveyor and firm whose names appear hereon will contain an embossed surveyor's seal. Any map or description copy n without that embossed seal is likely a copy not prepared in the office of the surveyor and may t knowledge or oversight of the surveyor. contain alterations or deletions made without he 9 Y 6. Declaration is made to original purchaser of the survey. It is not transferable to additional institutions or subsequent owners. G&A Consultants, LLC, and the Surveyor shall not be liable for any unauthorized use hereof. 7. This survey was prepared in connection with the real estate transaction related to Sendera Title Company, G.F. No. 1506820-VCJA, effective December 2, 2015, issued December 16, 2015. Any other use thereof is prohibited. 8. Utility Easements recorded in the following Documents do not affect the subject property: Non -Exclusive Easement for Underground Facilities to Tri -County Electric Cooperative, Inc. recorded in Vol. 9105, Pg. 190 Real Property, Tarrant County, Texas, and Vol. 2279, Pg. 15 Real Property Records, Denton County, Texas, as affected by Consent recorded in Vol. 12902 Pg. 333 Real Property Records, Tarrant County, Texas. Easement is plotted on the subject property. Non -Exclusive Easement for Underground Facilities to Southwestern Bell Telephone Company recorded in Vol. 9140, Pg. 532 Real Property, Tarrant County, Texas, and Vol. 2298, Pg. 135 Real Property Records, Denton County, Texas, as affected by Consent, recorded in Vol. 12902, Pg. 334 Real Property Records, Tarrant County, Texas. Easement is plotted on the subject property. Non -Exclusive Easement for Underground Facilities to Trophy Club Municipal Utility District No. 1 recorded in Vol. 9156, Pg. 776 Real Property, Tarrant County, Texas, Vol. 2300, pg. 890 Real Property Records, Denton County, Texas, as affected by Consent, recorded in Vol. 12902, Pg. 335 Real Property Records, Tarrant County, Texas, as affected by Transfer of Utility System, recorded in Vol. 2670, Pg. 112 Real Property Records, Denton County, Texas. Easement is plotted on the subject property. Non -Exclusive Easement for Underground Facilities to Enserch Corporation recorded in Vol. 9172, Pg. 727 Deed Records, Tarrant County, Texas, and Vol. 2312, pg. 764 Real Property Records, Denton County, Texas, as affected by Consent, recorded in Vol. 12902, Pg. 336 Real Property Records, Tarrant County, Texas. Easement is plotted on the subject property. 9. The apparent lot lines and street right-of-ways shown within the boundary of the surveyed property are from the Preliminary Plat as submitted to and approved by the Town of Westlake, Texas, on June 17, 2013. The approval of the preliminary plot does not constitute a subdivision on the property. The lot lines and street right-of-ways shown hereon are subject to change with the approval of a Final Plat and Constriction plans. 10. Evidence of earthmoving (dirt work in the areas of the proposed roads located on the approved Preliminary Plat of Granada and being preformed in conjunction with the development and construction of Granada, Phase 1) is currently present within the surveyed property. 11. Except as shown hereon, at the time of the survey there were no protrusions into or from the subject property by Improvements located hereon. 12. The subject property does not directly adjoin Solana Boulevard or Davis Boulevard, access to and from said property is to be by an "Access Easement" over, across, and through Lot 88X (which adjoins Solana Boulevard) of Granada, Ph 1, recorded in Instrument No. D215003584 of the Plat Records of Tarrant County, Texas, said easement is to be granted simultaneously with real estate transaction related to Sendera Title Company, G.F. No. 1506820-VCJA. 13. The Access Easement and Gas Well Pad Site/Gas Well Pad Site Easement recorded in Instrument No. D213097387 of the Real Property Records, Tarrant County, Texas, is not located within the boundary of the subject property and therefor is not plotable (Schedule B, Item 10r). 14. Subject property falls within Airport Zoning Ordinance dated December 16, 1971, recorded in Volume 7349, Page 1106 of the Real Property Records, Tarrant County, Texas and is not plotable due to the ordinance encompassing the entire subject property. 15. 25' Temporary Drainage Easement to the Town of Westlake recorded in Instrument No. D215003585 of the Real Property Records, Tarrant County, Texas. Easement is plotted on the subject property (Schedule B, Item 10u); To: Granada Westlake Investments, LLC Sendera Title as agent for First American Title Insurance Company Wilbow-Granada Development Corporation, a Texas Corporation Southside Bank, a Texas State Bank, its successors and assigns WPC Acquisitions, INC. This is to certify that this map or plot and the survey on which it is based were made in substantial accordance with the 2011 Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Table A Iteml 1,3,4,6(b),8,11(a 4,16,1 ,21 and 22 of Table A thereof. The field work was eom letel Octobe 15t 1:0 o� BURL Ic W. Tad Murley RPLS Texas Registry ion No. 5 _Z Resolution 15-36 Attachment A ALTAIACSM Land Title Survey 32.445 Acres Zoned: ABSTRACTin the C.M. THROOP SURVEY, ABSTRACT NO. 1510 W. MEDLIN SURVEY, I , 8 TOWN OF WESTLAKE TARRANT COUNTY, Attachment "A-2" Leizal Description TO BE INSERTED Page 15 of 20 Attachment A-2 Resolution 15-36 LEGAL DESCRIPTION 32.445 ACRES BEING all that certain lot, tract or parcel of land situated in the C. M. Throop Survey, Abstract Number 1510 and the W. Medlin Survey, Abstract Number 1958, Town of Westlake, Tarrant County, Texas, and being part of that certain called 184.32 acre tract of land described as Tract 2 in deed to Maguire Partners -Solana Land L. P. recorded in Volume 16858, Page 176 (Instrument Number D203231446) of the Deed Records of Tarrant County Texas, and being more particularly described as follows COMMENCING at a 5/8" rebar found at the southeast corner of said 184.32 acre tract, being the most westerly southwest corner of Lot 1, Block 3 of Westlake/Southlake Park Addition No. 1, and addition to the Town of Westlake according to the plat thereof recorded in Volume 388-214, Page 78 of the Plat Records of Tarrant County, Texas; THENCE S 89029'20" W, 200.93 feet with the south line of said 184.32 acre tract to a 1" rebar found (disturbed) in Dove Road, from which a 1/2" rebar found bears S 84004'40" E, 2.6 feet; THENCE N 00012'05" W, 45.01 feet continuing with the south line of said 184.32 acre tract in Dove Road to a 5/8" capped rebar found (Huitt & Zollars); THENCE S 89047'55" W, 462.17 feet continuing with the south line of said 184.32 acre tract in Dove Road to a 1/2" capped rebar set (G&A) at the southeast corner of that certain called 0.560 acre tract of land described as Parcel No. 70 -ROW -2 in deed to the Town of Westlake, Texas, recorded in Instrument Number D208427746 of the Deed Records of Tarrant County, Texas; THENCE N 00052'55" W, 22.57 feet with the east line of said 0.560 acre tract to a 1/2" capped rebar found (Graham) at the northeast corner thereof; THENCE N 89057'45" W, 790.52 feet with the north line of said 0.560 acre tract to a 1/2" capped rebar set (G&A) at the beginning of a curve to the right; THENCE continuing with the north line of said 0.560 acre tract, with the arc of said curve having a central angle of 09015'02", a radius of 1047.14 and an arc length of 169.06 feet, whose chord bears N 85°15'46" W, 168.88 feet, to a 1/2" capped rebar set (G&A); THENCE N 80043'25" W, 36.09 feet continuing with the north line of said 0.560 acre tract to a 1/2" capped rebar set (G&A) on the westerly line of said 184.32 acre tract, being on the arc of a curve to the right; Resolution 15-36 Page 1 of 5 THENCE with the westerly line of said 184.32 acre tract and with the arc of a curve to the right having a central angle of 08051'24", a radius of 154.38 feet and an arc length of 23.86 feet, whose chord bears N 40°10'25"W, 23.84 feet to a 1/2" capped rebar set at the most southerly corner of that certain called 13.591 acre tract of land described as Parcel No. 70 -ROW -1 in the aforementioned deed to the Town of Westlake, Texas, and being on the east line of Precinct Line Road; THENCE with the east line of said 13.591 acre tract and the east line of said Precinct Line Road with the arc of a curve to the left having a central angle of 08°26'37", a radius of 1782.50 feet and an arc length of 262.69 feet, whose chord bears N 03°44'45" E, 262.45 feet to a 1/2" capped rebar found (Graham); THENCE N 00025'40" W, 220.18 feet continuing with the east line of said 13.591 acre tract and the east line of said Precinct Line Road; THENCE N 89034'20" E, 64.65 feet, to a 1/2" capped rebar set (G&A Consultants) at the POINT OF BEGINNING; THENCE over, across and through said 184.32 acre tract the following 35 courses and distances: N 79027'05" E, 5.00 feet, to a 1/2" capped rebar set (G&A Consultants); N 10032'55" W, 26.04 feet, to a 1/2" capped rebar set (G&A Consultants); N 00025'40" W, 242.84 feet, to a 1/2" capped rebar set (G&A Consultants); N 18027'05" E, 163.36 feet, to a 1/2" capped rebar set (G&A Consultants); N 00032'55" W, 35.48 feet, to a 1/2" capped rebar set (G&A Consultants); S 89027'05" W, 5.75 feet, to a 1/2" capped rebar set (G&A Consultants); N 00032'55" W, 219.34 feet, to a 1/2" capped rebar set (G&A Consultants); N 89027'05" E, 5.75 feet, to a 1/2" capped rebar set (G&A Consultants); N 00032'55" W, 322.48 feet, to a 1/2" capped rebar set (G&A Consultants); N 88050'50" W, 10.00 feet, to a 1/2" capped rebar set (G&A Consultants); N 00032'55" W, 90.80 feet, to a 1/2" capped rebar set (G&A Consultants), at a point of curvature of a non -tangent curve to the right; Resolution 15-36 Page 2 of 5 Northeasterly with the arc of said curve, having a radius of 2837.99 feet, a central angle of 11 008'42", an arc length of 552.04 feet, and whose chord bears N 15°50'10" E, 551.17 feet, to a 1/2" capped rebar set (G&A Consultants); S 67010'50" E, 6.00 feet, to a 1/2" capped rebar set (G&A Consultants); Northeasterly with the arc of a curve to the right, having a radius of 2831.99 feet, a central angle of 03042'55", an arc length of 183.64 feet, and whose chord bears N 23015'48" E, 183.60 feet, to a 1/2" capped rebar set (G&A Consultants); N 52020'20" W, 6.15 feet, to a 1/2" capped rebar set (G&A Consultants); Northeasterly with the arc of a curve to the right, having a radius of 2837.99 feet, a central angle of 03003'54", an arc length of 151.82 feet, and whose chord bears N 26040'49" E, 151.80 feet, to a 1/2" capped rebar set (G&A Consultants); N 28012'47" E, 140.26 feet, to a 1/2" capped rebar set (G&A Consultants); N 75055'20" E, 226.61 feet, to a 1/2" capped rebar set (G&A Consultants); S 63034'45" E, 40.90 feet, to a 1/2" capped rebar set (G&A Consultants) at a point of curvature of a curve to the right; Southeasterly with the arc of said curve, having a radius of 300.00 feet, a central angle of 54°23'55", an arc length of 284.83 feet, and whose chord bears S36022'47" E, 274.25 feet, to a 1/2" capped rebar set (G&A Consultants); S 09010'50" E, 89.43 feet, to a 1/2" capped rebar set (G&A Consultants); N 64006'15" E, 6.27 feet, to a 1/2" capped rebar set (G&A Consultants); S 25053'45" E, 219.99 feet, to a 1/2" capped rebar set (G&A Consultants); S 23054'35" W, 101.03 feet, to a 1/2" capped rebar set (G&A Consultants), at a point of curvature of a non -tangent curve to the right; Southeasterly with the arc of said curve, having a radius of 50.50 feet, a central angle of 93050'30", an arc length of 82.71 feet, and whose chord bears S 19010'10" E, 73.77 feet, to a 1/2" capped rebar set (G&A Consultants); S 62°14'55" E, 139.12 feet, to a 1/2" capped rebar set (G&A Consultants); S 48049'00" E, 66.15 feet, to a 1/2" capped rebar set (G&A Consultants), at a point of curvature of a non -tangent curve to the right; Resolution 15-36 Page 3 of 5 Southwesterly with the arc of said curve, having a radius of 520.00 feet, a central angle of 18°36'45", an arc length of 168.92 feet, and whose chord bears S15°34'26" W, 168.18 feet, to a 1/2" capped rebar set (G&A Consultants); S 22003'15" W, 109.68 feet, to a 1/2" capped rebar set (G&A Consultants); S 37035'45" W, 15.42 feet, to a 1/2" capped rebar set (G&A Consultants); S 20039'25" E, 90.52 feet, to a 1/2" capped rebar set (G&A Consultants); S 52004'10" W, 143.52 feet, to a 1/2" capped rebar set (G&A Consultants), at a point of curvature of a non -tangent curve to the left; Southwesterly with the arc of said curve, having a radius of 159.00 feet, a central angle of 17°16'53", an arc length of 47.96 feet, and whose chord bears S 69°43'30" W, 47.78 feet, to a 1/2" capped rebar set (G&A Consultants); N 84000'02" W, 17.05 feet, to a 1/2" capped rebar set (G&A Consultants), at a point of curvature of a non -tangent curve to the right; Northwesterly with the arc of said curve, having a radius of 452.50 feet, a central angle of 01°13'05", an arc length of 9.62 feet, and whose chord bears N 33°21'22" W, 9.62 feet, to a 1/2" capped rebar set (G&A Consultants); S 57015'10" W, 31.00 feet, to a 1/2" capped rebar set (G&A Consultants), at a point of curvature of a non -tangent curve to the left; Southeasterly with the arc of said curve, having a radius of 483.50 feet, a central angle of 02006'24", an arc length of 17.78 feet, and whose chord bears S 33°48'02" E, 17.78 feet, to a 1/2" capped rebar set (G&A Consultants); S 54033'10" W, 79.39 feet, to a 1/2" capped rebar set (G&A Consultants); S 89027'05" W, 137.99 feet, to a 1/2" capped rebar set (G&A Consultants) S 10059'05" W, 291.81 feet, to a 1/2" capped rebar set (G&A Consultants), at a point of curvature of a curve to the left; Southeasterly with the arc of said curve, having a radius of 1015.50 feet, a central angle of 03007'21", an arc length of 55.34 feet, and whose chord bears S 80°34'35" E, 55.33 feet, to a 1/2" capped rebar set (G&A Consultants); S 07051'45" W, 246.74 feet, to a 1/2" capped rebar set (G&A Consultants); S 24057'05" W, 98.98 feet, to a 1/2" capped rebar set (G&A Consultants); Resolution 15-36 Page 4 of 5 S 40017'45" W, 99.04 feet, to a 1/2" capped rebar set (G&A Consultants); S 47041'25" W, 101.85 feet, to a 1/2" capped rebar set (G&A Consultants); S 89027'05" W, 390.88 feet, to a 1/2" capped rebar set (G&A Consultants); S 79027'05" W, 8.51 feet, to the POINT OF BEGINNING and containing approximately 32.445 acres of land. Together with an Access Easement, to insure ingress and egress, to and from, the subject property, over, across and through Lot 88X, of Granada, Phase I, recorded in Instrument No. D215003584 of the Plat Records of Tarrant County, Texas, being the private road system located within said Phase I. Resolution 15-36 Page 5 of 5 Attachment S Granada Phase I and II Preliminary Plat As Approved Approved June 17, 2013 per Resolution 13-23 1 Cox I-Ifflyla Page 16 of 20 PRELIMINARY PLAT for GRANADA 84.28 Acres in the C.M. THROOP SURVEY, ABSTRACT NO. 1510 W. MEDLIN SURVEY, ABSTRACT NO. 1958 TOWN OF WESTLAKE TARRANT COUNTY, TEXAS APRIL 2013 r R ,P MAGUIRE PARTNERS - SOLANA LAND. LP. I= N I -ME. SI.TIE ?IID CARROLLTON TEXAS Rt (0B) M-7200 Fax (400) SM -7202 Contact JACK DAWSON I = ----A�TTIRG CONSULTANTS, LLC IdN9EAR37Q.0 uemr na�mcnna Sheat List Table PP COVER SHEET PPI PRELIMINARY PLAT PP2 PRELIMINARY PLAT PP3 PRELIMINARY PLAT PP4 SUBDIVISION PLAN NORTH PP5 SUBDIVISION PLAN SOUTH PPB EXISTING DAM NORTH PP7 [EXISTING DAM SOUTH PP8 PROPOSED DAM NORTH PPO PROPOSED DAM SOUTH PP10 WATER 6 SANITARY SEWER PLAN NORTH PPtI WATER S SANITARY SEWER PLAN SOUTH PPI2 STORM SEWER PLAN NORTH PPI3 STORM SEWER PLAN SOUTH LtO LANDSCAPE PLAN 111 LANDSCAPE PLAN TIO TREE MANAGEMENT ANALYSIS Exhibit A Resolution 13-23 Resolution 15-36 Attachment B LU W W 2 U) W 0 U 12123 PP Exhibit A Resolution 13-23 Resolution 15-36 Attachment B Iq Ira r '44, \\C -i I Y 4 sxLsjvs nJ 3 II .taus r / �7 ` ♦ v / \ Mai F / dA /�O \ \ / yu rxw r r a°cca ,'•wo sr 1 ( Haemes ,�„1 ` aaj"� �. 9 `V ,. 1"T a i pl F x as rvr• rwxr / , / & I eo\ \mq 4 x.w Ede k'rr C .gaa,A a 1-7 BEAR WAY � I �r I �- _��arr- _ )a b .Aay.c I g u• I� V I u sm•[ L��,n•` P--1i,�__WNegriye,- twy-___ I —J I L-- n 51 IN I��p w �T la ° ser g8 „r I Ip 6 enmrr n m J+ a,bn•[ a .a. � I L,rc[ rte• ; 1 1 irw,F J g =o � ��--� g 1 � rnn•� I I I 11 .Lemur[ mcry `\awrrsv'� �n.6�rrr I r r La.'iF I d&®xmr—J R 9 " xras� h rx,nr �� n, r 1 ""Y/ \ /�e'J �a �L v/,Y / \•'v �I Bg �� ai I — {aaa�_, u=s 4o•ra'Ps s 23.6!6' z1 aotlmmr4l a0.49'P5 . d1r1e" ,o,_ rules tA6' ,,.# / p fir,• xead:4'[ rn# / gest =foEr.ri3'�—"sa9sras�e 190.67 a=92508 �� 5 0'52'55' 8 22,SY N 69V1'55' 2 463,17 L=IBBA84' DOVE RD S 0'12'05' S 45.01' LC=S 86'1516' 2 V 89'29'20' SCPJE:1'=100' neo - nx" ^, LINT —T HOLES 1. ewn"fo ed,.a on n, to«, or no.. Mo.ne•d rear. s>91.,,. DewrA>a n,. mdd..d iewmiomi �. i�apa„m�, ., m,.�.xr ar r.r«m r ed oCOu`n: mey aim`o:� one .. Hd�u s our nu. om m on .ea,o . a no Hood o -o dAd p no. e n p.rrw,n.d on ue ..ape 1— oy ce,n con.m,dnt., PRELIMINARY PLAT GRANADA §� 8428 Acres Zoned PD1.3 9 r In the s" a Ohl. THROOP SURVEY, ABSTRACT NO. 1510 W. MEDLIN SURVEY, ABSTRACT NO. 1869 TOWN OF WESTLAKE ?a TARRANT COUNTY, TEXAS a CONSULTANTS, Deur„ ar: as �rz:•o,/x/sou ecce dr -1m doe. xoo„121.23 ""vel�o3si• e,oii"� Zoning: Estate Residential (R-11 c1pnµk ,nnr \meas LE' n,x,r.a LUD: Residential Exhibit A Resolution 13-23 bac MNiIPEP �.BOI:WA 911 N F285, &a(fi?m ol,lnol4rpt tete ueP7 elafao caruoe,✓cx wwea+ Resolution 15-36 Attachment B Exhibit A Resolution 13-23 Resolution 15-36 Attachment B uE rrecE ams i.d a ame Tans �ixmp• Yu N,urrr � �anm mvm wer ra+rN•r ua' sw en u r rmn mw xtiYN'F lmaY /!Ab' ram' iaoY mw%•r7Tnw sera ran m.a' x aAbrr 9Ar' I- 00. xTIL'/ rta'c xab%' rOVA' �nY(PRrr arst%'M rRA' m, r'a SLrNW'E rasa me rv.w —wcm- uxrn• sous eAlr x m%rr. n�e xw a,r ®�, >rrsw•a av %rrc rnn --E 10 awYr w a s mums u.w asrar iwm smut ra.w +m.m' n+rw rma• xN%weraer nA%• xaer serRA•e mw wwm• ssrnm•a ,n%' s snso% r ,ewro• maw r.mm- Naa �S�p xlvveNan v enY oohs IocM1 Nolo car a o of ncva. cmbmn.s, reeblNM cvmanta lby ]. N. noon xene ono alp% h. ben Informed on My vwbMc PAGvty G&A cnw 1-ta PRELIMINARY PLAT GRANADA 8428 Acres Zoned P01-3 wx'sPrxul°�a;, rexnssoxIn the iris °rEueE a rx or R0— C.M. THROOP SURVEY, ABSTRACT NO. 1510 AT T W. MEDLIN SURVEY, ABSTRACT NO. 1058 TOWN OF WESTLAKE A,apr re.n s.>.tvr TARRANT COUNTY, TEXAS CONSULTANTS LLC r„Is PUT nim w cnewEr � suoE � � �'� uruewea�uu P9AYM arl as 0—wise — sc x.. .a 12123 n iom Attamvy and Tom En9hM GSllkete: PEw1EAED Bn PT M/JIIE F—W. . 00I tlaIHt9WelIRE•No - POAM9Rwn,icxa �Co4cs, Nxry [xOn'Em CAItlgLLTpy idle rests, IK� owib, cauxrv, mus IAE A— Mlal Bml-i%% OaYaI,MLN OAN9a1 O.cEc � GF)V10Mf c0u'xi ttflcclmc cpgFAAT,VE Fl1D 09C♦ PaIDGi. Exhibit A Resolution 13-23 Resolution 15-36 Attachment B I A Z -in � g: LUD: OfffcZ'Per� /r b / N 3 / r , 1 Y / J41mY 3}10 y / 16RJY I / 1 /.I JASSaff � It � I / -p yu Y � J3ST Y b 4005 Y STall Y ]f xeYF�ry alts - _ XOIIY axw9ff ,.Rrr-4 1 100 0 ,00 300 X�0 feM SCAMI'-100' ,Bx - Pwnf 'M m Men, Mnumnt FH- H M-Faun!Tm w , M .)me. �- � o�. Cdr C.fl.F. Copped Reear FwnAU �- OrsAwe Porx llxe Gq.E. CPpppsa Rve9r Set GM. Cntrel Mnumnt [— �n 4L WYv y Men, Mnumnt FH- H Baas-. EN -9 —IIA IJ RopwW Cnlwre w , M .)me. �- � o�. Cdr o �eeer.v Pant water un. �_ Agxalt Paesnnt I/L CV- aM9Ptkn Cnbd Vtlre SSMH-0 111-Re.W 1— -fi% Wood F.. 0- • EvnMvy Se.Wr 41ePinA tee- G� I U,k Fence UP- p Ullxy Po'. ��t Pae x x W.pnu TC %P o} Duk m rRP a PRwnent m MRen Wtll FC FlnIrieGWG4e. fV1 E ­Q199 T. U.E. UtIHy I Ell t D.L Om,nage ae.mnt B.-4Uns ern (R) FlPWWe _ enisM1l•nr. Wf beats, RO.W. flI9M1t-RI-Way T �yq PR 11.10 Reef coE. Walv�ery FmbmYmnt 1]SI N M%E BLaIE .N0 Resolution 15-36 Exhibit A Resolution 13-23 Attachment B qI 22 Q �I P,71IIll A'Ir,A'+': ,N. OOC —T M — I N REWEW Ax0 15 MM N—D FOR MrIwlr NIT IPU. &001X0, oR —NIT PURPoF 9A,E n.nme 12123 Q a uOr! s �Y Av el— n f1 1 a ,I na J0,ND4 111' rzsar r,.Fr A� III 1 1 1 n ,°j l ✓ SII \� F M � I r III II 1 1 sSnrY IY , L ` P0.WI ff tatl � l l 11 l I III .{ � 'RR�1l� I a �o NIa11 III Js I I teras I \\ \�/ \\ 3gKJY I I � •,II 1 3ArnY 1 Via. b R.mm14 1 \ n III aAJUA I• -` 1 lJ F-11 fds 4 I N ■ �/ m 10 , J yr,.. Il Ner. Y JR>atl s 1 10 �/L�\y amY / 111 sy •m /r nasoY 11\\ .•;,� \:: I mn ff s\ \ n m mass / \\ r/ Revenngnlxa++m� Iptl ME \\ I!tl! f6tl t Dantl --------------- -_ rr DOVERD Im Q - - GlenwVk Fertnr Lm9 /�+r' ' e'sor`Itcrw Dn,r,cr. �;fpw' Zoning: Estate Residential (R-1) Lm. elo:ka LUD: Residential I Exhibit A Resolution 13-23 IW o IW 300 300 FM w _ r•... v - sCAtE 1'-100' —a RR MA<RARE PPRILEPe . Iwxu.. I.Atel, lA « Fh (19U BBb)RO002— ae,u Fe. eqs-tm c,L.cN oAvsoN Resolution 15-36 Attachment B MIs MENT INW W REMEW AND la BENOEOFOR r pN. "0”,aP Pvart ureasa qaA LM&ttNltB. F -ITR A®EM RNN OOIlIJ( A.. R.C. ReaDN PArz R/u/xma 12123 1 C.fl.P. Ceppstl PeEor Fwn4` �� OrrAegq PDM Ihee aP.scq>ppea Peegr sel GM. CmtrRl Mmummt � �Nn av wre Man. Mmumnt eAl } Bncnmeln FH- ® Flry NybonL ---.r>— EtleWq Cmtwre �- RgpgveE Cmtwn WM- Watw Meler WV- N Vtlw 0 C ,,c PmNmenl Wq w/t is we ICJ- = Flgmlgn cmMd vare �L A„nmt ft—i SSMN -O sgnaay Garer NmAde CO- SenRay serer CWroA -r-r- Fmw ..a �_ QIRIn Llnk Fence VP- p ,D Ptle LP- R ., PTc tle +V-N-xMra Fmu lP iRP W pRvment MRemry wMl FO FlnPe1MWAaG EMNVn9 free U.E. IItIHy ERea'nenL o.E. Bmm.ge ET.mmt B.L BuOdhq Llne �- (A) FlOMNe ----- c„tem�. Rr ae�, RIBNt'of-Woy B.gle, a wAervgy a. p.p. pT0 .— U wde ovk 5.mlc v q Cmkmml —a RR MA<RARE PPRILEPe . Iwxu.. I.Atel, lA « Fh (19U BBb)RO002— ae,u Fe. eqs-tm c,L.cN oAvsoN Resolution 15-36 Attachment B MIs MENT INW W REMEW AND la BENOEOFOR r pN. "0”,aP Pvart ureasa qaA LM&ttNltB. F -ITR A®EM RNN OOIlIJ( A.. R.C. ReaDN PArz R/u/xma 12123 1 1 '-, ♦\\_ `l*11 'lam` zoning: nsg 1 , / ; , � ,/ \ \♦` _III\\\. \11\\\,\:\ �. \ i \ 11 \ \\ \;;�\`\111\11 \Il♦1`il\\\�\111 `�./ _�,`'/:.rli// A I V , j " �AV "-_ AA ♦`�A1A111111 A`Ill '1 111 II MVA\\,1111V`�♦ \\ `, •"� /J / \ / ` _\1 �. \�\0`I\\111\\II\���\ ; �_(\ 1111\ \\ e ♦\ �'�` \ ( 1111/ \\°` \ `dt�\\�`��jli,\,`111\\\\\I\\\\\\\\\`\Ilii _ \/\\ / \�\ I I / \ 8`. 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Copp.a Refer Fana` �� OTM1sea P— IMF CP.S, C�p .a R.uor seL g DON,1 FlrycnBnmelk tet— Edelln0 Contwre r3 FH- � H2Oont Z� Prapwsa Contwre 2 NM- ® Watr Meter .�.©. funcnle Pmanenl WV- W WPtr l. u W/L w—lJne �� Ay111a1[ Povemmt Q e Mpalkn Cmbd VOre Waea Force F sswx-o sePnmy sFN. umnae o- . serxry seNr c1eNM.x _,__o_ amll wN Ferc. �i UP- P UtpHy Ptle lP- b Urft Ptle N--N-w Mira force NV `fs2F' 1P iaD of Ferman! Noemry Wtll m 53 FO nI'ea QOW EdeUng irNo V.E. UuMl Eoemrl1 (1)1... D.E Drainage Ewement Ca,taxlne of Creeu, B.L 9uIlaYlg Ilne ----- 9.o1e, a Wvl0` e RO.W. RIOxt-ef-Wey D.R. Dw0 RecoNe trod, 9maa v� � t„{ 3 Resolution 15-36 Attachment B R D-MFNT 13 FOR I m AN W AN IS IN1QlOE0 Fd1 CONSIIIUORIO, NDDN10. ON FEMUR PUN— DfA CW�MMNile. r-ITe DOMJAI, A.. �FpE9b DA.e ninma 12123 r\ , c 1yI� - {.^ —C 1 - 1 _ --- :�I - \ __________�___'/_ .Y `w; Till 3�'JiI `J / \r I\ _ I /T ; \li, �\.?.�•2 d �.?i'�.�` __ ``�°�� Il �2`�l \\i ".``J:\.` -- - \- - It M�\�\\���:\���C -ate 'C--_�3_--_at?_-ei*__� ; __ �r/II ��°yP Fi-._�1\ I1 '� � i /'� � ' ��i �0 `iii`:•'•\'`J ��:=� �� � \ol `\\��`���\J\may` �i \��'''��.i �� il���\�'`�`� /f\/1, g -X ` - / ---- l ////ice '� -__ •�\'\ .\.\ _' `\'lI "__ - \\ --_ - --' / / _ - __ _- � i i !/,- _,pAc V - • - �_ `�\�\\` \ 1 IIIII - � _ \ __" ' i i ' \\ __ --' - / i /'/--____- '' �///' -\�\ \ i - \ I_``�``- -_�-' \ \\\• ` �\\\\ \\\�\\\I�� t\ilf /I i 11\��\1 � \\\ill ------------ ---- ------ I '-- `_�-" I ;' ' , ,'' -- , , , ____ ,\\\\\; \ 1+ �\ ,`;�•� -� _________ � i II II I � ' ,// j � ; / / i'/ `. ♦\ \\\\\\\\ \\\ \\\\'.\ \\� \�. �_-�\�` .;\\ ``�`�_ DOVE R :ft \\ nYa�_Iee TA'm / \I \ \ , `'\Il�h'`__\• `.�\.L-- .`Poore LIt 27 \`__\ 1 '' \ •A ___ ____ - ___. �` \ _ I-h/1�/ , i / '"1 _ ` \ 1111 11�. _ . ..1•'-__-\``. X21 _ --eL l 1 Ill_\ ,1 ' 9. .TES. \ \ \`�` -; 110: sidentia I i 1 I I I / I ' ____•\ \\\\\ \\ 11 \III\\`_\ \\\--11 \l nl p«\_- \�\��\`\.. _` a'I ? NNfiI fU UI 1I'.. YN ll.. rkMl Mw 16CBn CWen unkr lMrv'e 0.enl i II.YI 3.W1 4i/i 551 /iN4 7.N 2 1 A.3'/ ) 2.58 rv.hmd fLnv ui rl,'HCP ('uAen wMer Pr.-<HaW fl 3W, 1.M .33 rtJG PJf 'I WI 3,114 3 31 3 ,,— n.iY.. 3.111 5 r fT.Mvl Rru ur Srb. lU•U 1f1 3.!111 9.Glr f.Sl bW },311 l.rM !.02 l.Pfi .3X J�w &1115,&111i)aerleel Tlln'b lrXaar.If Dovb Blvd0.51Wn Bl.d N Ne 24 r 9N I ?a.ri It U)..la IA3W lll.�fi 1a o 1W 2qf wo 1. SCALE 1'-100' -G.adxm C.P.F. Copp- Reeer -,IV �� CwM1wd P.w llwe GP.B. Coppp- Reear Sal Cmtrel Mmumnt E— �- Q �,e y PGM, Mmumn[ ---. >— Edellnp Cnt.. BM ♦ BncM1ml ^ M- -6, Fl. Hytl l - W� Ropes- Cmtwn NM- fB Water Meter W/L DQ I, CIIc.1e Pmnnent III.Wo W/l Wlhr Llns U.. CV- a Mapl,an Cm4tl Vero Plremnt SBMX-O BnYWy Sean NmrSeb - • -ZU-ZBeer Coma! UP- p Utiny Pae Woad F.. _a__y_ prlln link Gence L➢- A IP f T TC TIP If aro +a--N-. M1ra Gmw lP TIPN Plwnent Mlem el m ry W 1- U.E. Utplty Eeeemnt D4 D.Ie E.emnt B.L. BIIId3rg (R)FlIMYre CnteXlne I�Careek, P.O.W. RIpM1t-I1WI, a T ped� s m PR PpR.celcee .. WW rrI�EmOmbnnl Exhibit A Resolution 13-23 Resolution 15-36 Attachment B H O Q D Z H y X W 1Wf WOIbfMT 19 G.1 Axo Is xm iMTdoEo Pa NNI MULTI` —olxC, 6" PI—.T.AM3I3, F-1ne " P. DOB.V( A., PAR ././- 12123 ./ . 12123 Q 0 a I 2 IS .-li1�RITAA4TA l r l a4PAS If � �'/ / NT111NINT zs.x S ID I nrws 1 � r>,ws _` PROP. B PROP. B' Is PP bR� Li � WATEILNE x]w (� I' � M Xis four t\ le I t n.epm s \t uW I 1 _ 'sax's sssro s PXCP. E SANITARY t HYpUM m �MMSS 'C^ ]ANI Si ]yASI.Y' M.M9Y 1 � Y 1 � a a u \ 1 E Q 1 1 1 1� 1 1 �A 1 \ CONNECT TO \ \ 12' -WA TF UNE \ 12 V-�_ I xanS WATERIIIIE x%r4 q,Naff �� Exhibit A Resolution 13-23 tw o la ago sgo Fw: Eft i ml _ r�,.e Y m SCALE t'-100' l = C.P.F. CopPetl Pebpr I— ---�� D -W Pow ltM C.P.S. C.M. Coppp ntr a Pebor Set CI Mnument �We ay WIe Men. Mnumnt —eee— EMellnq Cnteure FAI ♦ FH- ® BnckmoM Hy4ant J.� u RopwsO Contouro WM- TN-lq Z Meter© Wro— Vow Controls Pevnenl W/E Wets floe I, Ap1olt PPvemnt ICV- -Pb•o ' WbtlNC SStlCnesm = yAltln n eF U- LP- NnWalhxroNele w 9"IlllptqnittN"�lvy PyP eBSM LnN +f -P -W Nire Gnw Tc TP rep et an rap m Povanmt NP•on Wal % EdeWq fm O FC ll. E. unlined Crpee IPNy Eoemnl C.E B.L Dminoge Ememnt BUIINMq _ Cnterll•ne Wf ReeN, F.O. Sight—ft, Wve�ray "p D.d R T E.tlt , .—. WNar%FmbmWnnt P9. BOUl1a uNo, wM—I Ph GBfl1 BBq-Tam Fa tlNl 8a9-iZC cert 4LK OAWBON Resolution 15-36 Attachment B gg 12123 (B— Exhibit PTO Q a z 9 — — —� HYORAXT tti IPRW. G S RY vwF La/eo'_SENER F RuNE Rr6F PROP. m,01PF V. i j \ \ 2laff a \\ PF9C h�11 PROP. R ( WATERIeIE JA F \ r 1 AO RR D.'AEN U r- / DOVE RD Zoning; Estate Residential (R-1) LUD; Residential 98 1 m naeF I I I D d d AIruF i a V � �._ 100 0 100 SO ]00 FeetBIG Ma1aKpF SCAT I' 100' p O tex-FaeeXa, N J rRl-RPeex a, II xras II mF T I WA�h%1W p I I� 1 i K� F �a � II FCT=– I HYDRANT j n�F �I n II PROP. SEMFNTtI_E I I nSOeF PROP. e - PROP. FlRE III WA HYDRANT I ,Aim F net, s 1 r I � I 1 m,wff \ iii 9 I / H5."0 j r�f lI ii I useF a 1+ a;�w- F � II III aims i fY PROP��� iljl (\ _m LLI I � ISI I II \ ROP. FlRE W O C/) QmF 1\11111 LU 11111 Q 1 11 1 RetenC D—Ii0n Pond v�RAle�9A11g1 , q �� INIFIBYOR ESV AMDroIRe NOf WTENOEO i'OR GONS71\UCIION�BIDDING, Pu w�R�nwTE. 17. GI.—k Fnrms r�EpPePe ' A" L,2 Block R OAR 4/1e/1m> Exhibit A Resolution 13-23 12123 MAOAmi Pun ` LAID, LF T tIIIXVflLl 91 100 EAPROLLTttA TERAS Eek. pO0)eR1T,m PPii uePt D— Resolution 15-36 Attachment B E � d�s t7 r+ �y�i N - q 98 1 m naeF I I I D d d AIruF i a V � �._ 100 0 100 SO ]00 FeetBIG Ma1aKpF SCAT I' 100' p O tex-FaeeXa, N J rRl-RPeex a, II xras II mF T I WA�h%1W p I I� 1 i K� F �a � II FCT=– I HYDRANT j n�F �I n II PROP. SEMFNTtI_E I I nSOeF PROP. e - PROP. FlRE III WA HYDRANT I ,Aim F net, s 1 r I � I 1 m,wff \ iii 9 I / H5."0 j r�f lI ii I useF a 1+ a;�w- F � II III aims i fY PROP��� iljl (\ _m LLI I � ISI I II \ ROP. FlRE W O C/) QmF 1\11111 LU 11111 Q 1 11 1 RetenC D—Ii0n Pond v�RAle�9A11g1 , q �� INIFIBYOR ESV AMDroIRe NOf WTENOEO i'OR GONS71\UCIION�BIDDING, Pu w�R�nwTE. 17. GI.—k Fnrms r�EpPePe ' A" L,2 Block R OAR 4/1e/1m> Exhibit A Resolution 13-23 12123 MAOAmi Pun ` LAID, LF T tIIIXVflLl 91 100 EAPROLLTttA TERAS Eek. pO0)eR1T,m PPii uePt D— Resolution 15-36 Attachment B 9 i rel § Zmning:0 I / N LU D; Off / = 9 1. 0 1. OU apFM /# �� v�yo Y G.66\ m_re.eerm 9:r S'd O 9\ RN-Fanexm S U C.R.F. C.PPeH Reay Fvune` —'tr Uwheve Paa tlwe GR.S. Cvprd, R 0 Sel k_ aY ly}s ` \ GM. Cm Mmumnt Men. Mvnummt ---u>- Edellnp Cvntvure %Wats VdwF 0 WncnU Pmwnenl ?FaS iC/ a Myalbn . Vdre �L ApHvlt P.,-., 56M ffi H -O Svdtay $Ts Nmhde Qivin Wk UFence a s mw CP- o- = %X, sewF c+.mNt q UIIHy Pde Q god / x{DPlF % PR1f1F 1 n u tP- # U�t Ptle H--H-K 'Mn Fnes Nt O TC H / .r. / m m FapTp of Parenent EdeUn9 Roel r \ e �• 1 r° j E. U,` tYEa emm! WM.0Fe o�~F22 R.E Ominoge E®emelt Ceeterllne of Crr4, 2 0.0.W. flIRM1t-of-WPY - Aele, a wvfe:.vy y - / 1 1 � 1 O.fl. pTe Ra<oke T asM. SNs m tj 3 5- / X0.1®F 1 0.R. vl flecvde 91sr.R/FmpmkmeM / xlPeF \ rO ! e e1,WI S / i r xrn F � Z la :, F- 1 ijf j n� SwF \ I \\ f0i Z O1 � Plael JJ rL \\\\SD / 2B.P)JS DgneF _.J a> zs �� ::, =1 I::i�°'"rl •: 1: III —11T 11 F1 I I ` fieWF x91lS \I\ \ eB{ •\ _SIRUCIIOHN • \ � \ \ \\ 1RM1 F JM.IW S PRA COX�NAV��Y-ITe IT F \ \ \ \ DM4 Me /]e/1m3 & I P J A]T$ AOAF \ \ $`U -- I DRweF m usu F 1 0/5 F A111 F .kBel ff M I3 J R@ Y IIIA\\ \\ 12123 M.P.�IPE P,RFtE� .MRI,..« I.Do, t,•. «lam PH (40-- K 1e0e9xaxo PP72 Mans Resolution 15-36 Exhibit A Resolution 13-23 Attachment B AJ�Laixu* Ja&p4 11 e I a�M/ff S,$ t O O I f \\ agora v d az m Jse�F 5 �rEslx. yc*�• r/ r s' �F L,aNff ymyF 1 r `\\\ rrrrr II a Ewel3 DOVE RD w Zoning: Estate Residend I (R-1) PI WD: Residential / I III 1 �- axevF c0 I I I I P4ry ff � I� aaan F II I I III I I I I III I III � I 1 If f ff � II as ff 1 A I I 11 aaa S / anrroff � U ro� i � acraff 111 I 1 �II 1 I / 1 _ =Jpd F 1 II I I jl Il 1 I I \ n � axros ff III x I I 1 asn F N � 41Y�m IlN w,mlx .Bt>m ff l\l l`l j 0. I olio of d lenlbn Ie�� � Fansa P Exhibit A Resolution 13-23 clenx01 ykap.nn+ \ lv[I 01ed 0 D 1. MO F.tttt q SCRLEP-ICP ` =� I@I - prone Y m - \ Ru-pmneYm L L c; c 1v U C. a F, Copped R-1 Fwnd �1� D—d Paver LFW Cfl.s. Cvpppamdl vemMI0 ur 6— Down LLY MYe P GM. M�trM m t EtleOnp Cwtwre pti-+-b nrveHy4onl Ropwetl Cmtwre 11V- w wafer lltlw C —W PmpnenL Hf ?Fa{ WIL wo �� 0..Wa P.— I ICJ- • MpolMn Cmtrtl Vtlre Q aaMH-O SonBvy Seri NmAob Wood Fmw CO- • MY, Smr Cbmot �o— (Talo Wk Fence UP- Ptle rot tP- , Utllty F U,L Ptle H-+r—k W. Fmw TC TN of P' VV TP Top of Paement Mvemry Wtll m Fc n In -d Gla. Q EdeVng Trw 4 U.E. Utlay Ev--, D.E arelnwe Ewemm! _ Cm1eNlne Wf veek, RO.L auAdng Une ---- m Bterxey .W, Rlshl-al-Woy o.R, owd Rembe Resolution 15-36 Attachment B 12123 Q a \ ,woecnPe nanea, gL «Myvman lar apprewl eppraM by ewrxr pnx !o nvlallglan, el t°m e°c!v � Ineponelbl�! tx .:IINr9 °lezmlm of °I u�rrgo.na uIn10•e error m °° �°riuen. Pinel°um �°o°V:ne:nl on !n«. qac. °ero.. m. r.vre.•m°n.� °r °M ��al o��r°°na w wl° wnnn 1 na grountleew•r MG Nall My ° mnlmwn e! Y of M1aW«tl b°M mWan N Law«V. �agrq •narka�«or.a noplan. Yal IMw ° � °r gYpnwnnml !rr« nll e• rclbw0 m�• v •I•°r hunk M1Mgn! of «•sn f•w. «r M aut•ia• n aH• nem f wM wAn •IqY aPPrcrol «N. M M bllkryM vgl•e, yfru• iM i m I• nu• « p�mm m dl ! «en u npuine op me rtanugnran •mneore• ao«, Tr•« Pl NI plant lmarN •M1fl1a�inrtro fling Feglnlee�nl�fg�n9 aaMine,one ml•t « r.plee•tl \n!F plan ncanol br y aM w'z• rt e°m°g•e°°gh°e el'IIeL mwmpq °rv« •MII aMp! fr« a„tlin•n,rYnarr entl w«tl• mN' � GG � l°;am°.n tl°�tlll aN � e•pc mf, labr'�iar° w` � : « • fmbien ° IM1• rMopmem Iwgelep m°Ain! f°rnegarlvl°r°�Igmbn m•t• � Phoroio °M Wrmnµilai°•e. ttl Im �°n Lemr°II•r !° lwv. a°Ran °no Mu« •te � AI N e°°p• le !° b• pr«I.r !nm 6 r«t rtan °II u�awganwd uillnw, wl Nl �rw• ��aarq�a.lunprn.� !a nqa �ru m s' �owreg• Pner ro Im•r ar a«•pl �. el«r a �.� a,e . m°gip °« «taw .m a�a q,gli°emwr a !.r tm grrou ..laq�nm.m m. ;�\`\-nilly • .\ I \�.\ :i���ii rt\\\/Iipjlll4l !IIII II II I I � \\i\tl\�•;/ I n, lllllll lid II I — I II I\— AA �/;Yi •i/(, III I�11A •, \ '1r la'18i \ l\ \111\`I I i , \ r� � � pl r ' � v Illlll ij, IIII v v 11 vw vv LANDSCAPE REQUIREMENTS CITY OF WESTLAKE GRANADA ROADWAY LANDSCAPE ZONES - A MINIMUM OF SIX TREES ARE REQUIRED PER ONE HUNDRED LINEAR FEET OF LANDSCAPE ZONE ON EACH SIDE OF THE ROADWAY, WHICH MAY BE PLANTED ANYWHERE WITHIN THE ROADWAY LANDSCAPE ZONE, TREE SIZE- THERE SHALL BE A MINIMUM OF SIXTY PERCENT LARGE TREES WITH THE REMAINDER BEING SMALL TREES. REQUIRED - PRECINCT LINE BLVD. - 1,968 L.F. /100 • 19.68 X 5 . 178 TREES )6OX LARGE) DOVE ROAD - 1,504 L.P. / 100 . 15.04 X 6 . 91 TREES )60X LARGE) PROVIDED - PRECINCT LINE BLVD. - 178 TREES 1107 LARGE TREES • 71 SMALL TREES) DOVE ROAD - 105 TREES 163 LARGE TREES . 42 SMALL TREESI '� / / I ^ 1111 frr N p 1 1 Illllllllljl 1 1 11 111 1\ \\ /777 I I II 1 \ \ 1 \ I IIII I\ / /IIII \\�\^ �1\\ , '..� ♦\ '' \ n�WII I �I � \\', ILII, k / / III \:`�\ ♦♦� ^I \ \\ \ \\ \I I \ ,\ l.♦ ' I ' 1 1 1 X11111: �'�'`\I —\1I I ll1 \ 1'\ / /// �\\ /11\•; ,�^=111 - \\\ / \ I\\II\` / � i\`^ ISI VIS{. _ '� l I/' r� I /� I♦e.n\\ 1 .. 111 / 111111 \ .'11:1. r).9 \ X' 1 1'na,> ^•esu=�\\. \\♦ r �� \ \' III \ 1 1) II\1 \ 1 7� // 1j1 ,111j1.`t \ r �\\ �\ 1♦\ .�(,. �\\\\ I\ I` 1 = / r 11\\ \ \ A I �'•J \♦4. If' 111 l� '.� ♦ \ II\\ /�I 1 I n 1 � \ k \\ \\ '', 11 � �l'• \`\\\l \ 1111, ''�', �S , i ° \\ \' 1 I\! i � / ♦♦,♦ 1 o- ,t ,�s* , \Ipj—`� \\ \ y — \\\\ IIII♦, \\ ♦ IIID K— / m\\` _``�,♦ I 1 � \ ,, `I I SII . >`� r 11 Y. t / " � \ I1 \ 11� —� `�` \\ 1. ��♦ �\tom\1\�\�\1� \\ 11' \ \ �jF.\�\ /I \111 I // . , �♦\ ; � :�. \�`\�— ��♦i�� "�`�c` 100 0 100 M .XO iml Exhibit A Resolution 13-23 PLANT LEGEND wol Reo ow.c O O. ul uceenu eLx nw pa�+xero leolo b.rww zmea• w cP. a..paM1,.ra. a ,f�exe ttCapnuw °na«ian C-) - 1 ww Reo ew O Iw Mo.:.PPLe 4rvHeRn IM cevexmTLe Lega.lra.mo I�gxe w� eenxuon soo eenxwn xronoMtl�ct I6r'• M.°OUIPF P VJ4 LP. 621 H F9� BIRE Z00 cnPpp rwe MNeGI wz-pmo W fez N9810P1.TdR ('axM YGR WY/RCfI � C / a6 ted n... ,a� ���1•� w v PF \ ,woecnPe nanea, gL «Myvman lar apprewl eppraM by ewrxr pnx !o nvlallglan, el t°m e°c!v � Ineponelbl�! tx .:IINr9 °lezmlm of °I u�rrgo.na uIn10•e error m °° �°riuen. Pinel°um �°o°V:ne:nl on !n«. qac. °ero.. m. r.vre.•m°n.� °r °M ��al o��r°°na w wl° wnnn 1 na grountleew•r MG Nall My ° mnlmwn e! Y of M1aW«tl b°M mWan N Law«V. �agrq •narka�«or.a noplan. Yal IMw ° � °r gYpnwnnml !rr« nll e• rclbw0 m�• v •I•°r hunk M1Mgn! of «•sn f•w. «r M aut•ia• n aH• nem f wM wAn •IqY aPPrcrol «N. M M bllkryM vgl•e, yfru• iM i m I• nu• « p�mm m dl ! «en u npuine op me rtanugnran •mneore• ao«, Tr•« Pl NI plant lmarN •M1fl1a�inrtro fling Feglnlee�nl�fg�n9 aaMine,one ml•t « r.plee•tl \n!F plan ncanol br y aM w'z• rt e°m°g•e°°gh°e el'IIeL mwmpq °rv« •MII aMp! fr« a„tlin•n,rYnarr entl w«tl• mN' � GG � l°;am°.n tl°�tlll aN � e•pc mf, labr'�iar° w` � : « • fmbien ° IM1• rMopmem Iwgelep m°Ain! f°rnegarlvl°r°�Igmbn m•t• � Phoroio °M Wrmnµilai°•e. ttl Im �°n Lemr°II•r !° lwv. a°Ran °no Mu« •te � AI N e°°p• le !° b• pr«I.r !nm 6 r«t rtan °II u�awganwd uillnw, wl Nl �rw• ��aarq�a.lunprn.� !a nqa �ru m s' �owreg• Pner ro Im•r ar a«•pl �. el«r a �.� a,e . m°gip °« «taw .m a�a q,gli°emwr a !.r tm grrou ..laq�nm.m m. ;�\`\-nilly • .\ I \�.\ :i���ii rt\\\/Iipjlll4l !IIII II II I I � \\i\tl\�•;/ I n, lllllll lid II I — I II I\— AA �/;Yi •i/(, III I�11A •, \ '1r la'18i \ l\ \111\`I I i , \ r� � � pl r ' � v Illlll ij, IIII v v 11 vw vv LANDSCAPE REQUIREMENTS CITY OF WESTLAKE GRANADA ROADWAY LANDSCAPE ZONES - A MINIMUM OF SIX TREES ARE REQUIRED PER ONE HUNDRED LINEAR FEET OF LANDSCAPE ZONE ON EACH SIDE OF THE ROADWAY, WHICH MAY BE PLANTED ANYWHERE WITHIN THE ROADWAY LANDSCAPE ZONE, TREE SIZE- THERE SHALL BE A MINIMUM OF SIXTY PERCENT LARGE TREES WITH THE REMAINDER BEING SMALL TREES. REQUIRED - PRECINCT LINE BLVD. - 1,968 L.F. /100 • 19.68 X 5 . 178 TREES )6OX LARGE) DOVE ROAD - 1,504 L.P. / 100 . 15.04 X 6 . 91 TREES )60X LARGE) PROVIDED - PRECINCT LINE BLVD. - 178 TREES 1107 LARGE TREES • 71 SMALL TREES) DOVE ROAD - 105 TREES 163 LARGE TREES . 42 SMALL TREESI '� / / I ^ 1111 frr N p 1 1 Illllllllljl 1 1 11 111 1\ \\ /777 I I II 1 \ \ 1 \ I IIII I\ / /IIII \\�\^ �1\\ , '..� ♦\ '' \ n�WII I �I � \\', ILII, k / / III \:`�\ ♦♦� ^I \ \\ \ \\ \I I \ ,\ l.♦ ' I ' 1 1 1 X11111: �'�'`\I —\1I I ll1 \ 1'\ / /// �\\ /11\•; ,�^=111 - \\\ / \ I\\II\` / � i\`^ ISI VIS{. _ '� l I/' r� I /� I♦e.n\\ 1 .. 111 / 111111 \ .'11:1. r).9 \ X' 1 1'na,> ^•esu=�\\. \\♦ r �� \ \' III \ 1 1) II\1 \ 1 7� // 1j1 ,111j1.`t \ r �\\ �\ 1♦\ .�(,. �\\\\ I\ I` 1 = / r 11\\ \ \ A I �'•J \♦4. If' 111 l� '.� ♦ \ II\\ /�I 1 I n 1 � \ k \\ \\ '', 11 � �l'• \`\\\l \ 1111, ''�', �S , i ° \\ \' 1 I\! i � / ♦♦,♦ 1 o- ,t ,�s* , \Ipj—`� \\ \ y — \\\\ IIII♦, \\ ♦ IIID K— / m\\` _``�,♦ I 1 � \ ,, `I I SII . >`� r 11 Y. t / " � \ I1 \ 11� —� `�` \\ 1. ��♦ �\tom\1\�\�\1� \\ 11' \ \ �jF.\�\ /I \111 I // . , �♦\ ; � :�. \�`\�— ��♦i�� "�`�c` 100 0 100 M .XO iml Exhibit A Resolution 13-23 PLANT LEGEND wol Reo ow.c O O. ul uceenu eLx nw pa�+xero leolo b.rww zmea• w cP. a..paM1,.ra. a ,f�exe ttCapnuw °na«ian C-) - 1 ww Reo ew O Iw Mo.:.PPLe 4rvHeRn IM cevexmTLe Lega.lra.mo I�gxe w� eenxuon soo eenxwn xronoMtl�ct Resolution 15-36 Attachment B 12123 M.°OUIPF P VJ4 LP. 621 H F9� BIRE Z00 cnPpp rwe MNeGI wz-pmo W fez N9810P1.TdR ('axM YGR WY/RCfI L1.0 Resolution 15-36 Attachment B Y J ! f 1 111 I'NL ' I II/l �L\I`\�; IAIDrr JJJJ J - Jam'— � ng/s. �. ',IJ ,si1p' -- l 11.\ialf¢`�\\\ 1' \R`�3 p�jllll\! 1,1. • \ 1 \I I — — \I i I � / Y � 1'� `���ran �eunb\\,� \ � . I -- -=l �� Ov i�sidentia) I 11 / \ l \,11j11`- 11 l 'y • — ` l Jai 11 Ilr ��; / I I� / ,\,\ , 1 y — — 10 0 loo zoo 0w rM STONE CAP AUTOMATIC ELECTRICAL STUCCO ON CMU ORNAMENTAL METAL GATE BUILDERS STONE BUILDERS STONE SAW CUT LIMESTONE SAW CUT LIMESTONE CLAY TILE RCOP ORNAMENTAL METAL RAILING CLAY TILE ROOF ��\ \ 3' WALK GATE] ORNAMENTAL METAL O STUCCO ON CMU SHUTTERS�\\ \ WOOD �C�G`74G3C1 DC�dGdOO pCu]C�f; ]4 Exhibit A Resolution 13-23 IIAr7YIAf/SfI. 12123 wain Pumas-�I uro, u�. >T11 H L9ff. BUr1E 300 rr4l GAHdlTOµ IXI8 J00 er¢-rmz 4LH CAWBON Lt.t Y J ! f 1 111 I'NL ' I II/l �L\I`\�; IAIDrr JJJJ J - Jam'— � ng/s. �. ',IJ ,si1p' -- l 11.\ialf¢`�\\\ 1' \R`�3 p�jllll\! 1,1. • \ 1 \I I — — \I i I � / Y � 1'� `���ran �eunb\\,� \ � . I -- -=l �� Ov i�sidentia) I 11 / \ l \,11j11`- 11 l 'y • — ` l Jai 11 Ilr ��; / I I� / ,\,\ , 1 y — — 10 0 loo zoo 0w rM STONE CAP AUTOMATIC ELECTRICAL STUCCO ON CMU ORNAMENTAL METAL GATE BUILDERS STONE BUILDERS STONE SAW CUT LIMESTONE SAW CUT LIMESTONE CLAY TILE RCOP ORNAMENTAL METAL RAILING CLAY TILE ROOF ��\ \ 3' WALK GATE] ORNAMENTAL METAL O STUCCO ON CMU SHUTTERS�\\ \ WOOD �C�G`74G3C1 DC�dGdOO pCu]C�f; ]4 Exhibit A Resolution 13-23 Q J a W a - Q U z -Mcg 12123 wain Pumas-�I uro, u�. >T11 H L9ff. BUr1E 300 GAHdlTOµ IXI8 J00 er¢-rmz 4LH CAWBON Lt.t y PER LAN O j z�s w a 'pA rj^ tuncr.cnmroelmremtrmtamrocr¢ucowvl vomglrmeenu.wmomrrnunro�rm®,Im 6BNLlIDDMODB16BC6s�®drN Pdx® eeurm OOO GtG7G1GA]C�[:14L1d Cu]C�4G^1d L�C�G76L� DG4L^.1�d 'L [2Y U' �tihlL lil I S '{'i� �3 le I X30 @�4G3OG^l[i ] 4Qll�d �, bpC�DD z Q J a W a - Q U z -Mcg Resolution 15-36 Attachment B a 0 a 12123 wain Pumas-�I uro, u�. >T11 H L9ff. BUr1E 300 GAHdlTOµ IXI8 J00 er¢-rmz 4LH CAWBON Lt.t Resolution 15-36 Attachment B a 0 a r - nr?�i°m�odfi� r lae.�Alfj��// � �� ��i�ON��iaf •y=� ��j iA.°ear GfA°JN>df6R Ni�0AY�i� . A Cel eryMS N f.•.4 Aye. 'i.°4 4aLil. =l yY •aa.°ibt�- °M.. .•yf"... �•�•�•��°a f�.* S7Ny°y.,°aAyei j�� •°•�•�••_. y �v "�h°o�•y°�•souNe[y ie a°pr�j 4. 11[(. l.NrH Qsyp gaY��`as�.:.`gsQy.R i ��.'✓e4 4t c!.y • • W.A'�io. • � .: /(S4.{ �A Ay. I •.V. ! > r!Ayb�ie.°A �h��j/ ' /t �/ ✓ 1.� IJwey r ! .. .NG G>9�t.SN'IA°•L.°•°n•G/ NNN� f% r I 9.C.iyfWyO C°3 >�p9l:Wi T;eWfy�y�yAelA RAIN ��/, ��?.'�J�� '.. r.. ., t.�0lO�.�.�y .. Tw°.�•�°Y°NiJt''�NO�'^� IRND°!i .. o1'-✓/, �iii�� ..y .aYVM.l.N.e. •�•...1.• \.{e' N r . N • 1 p+F �yaSay'y:S j•!ljSUQ�•fi { )yay- .4 1�N..' i i°iYGlw N mec •�•� �R �•�r�doo4 i e° �,✓f �J r Hyl '•:��o�� �����c �Q�•��4� Ji�!"fc Rid. y4:�•o•�•c• %/ L r PI 41i A�4 •a oJ.a.°a •G c '�>°s a .°nGa�,� C�l�l �iaN°a4 aY'6!a crya .m A ••y oil./ �� /� P•°.°� °Y°am°ws•°s o G.4r• .°•°1 gQP.!�q���..y'��� N°rla y n°No*iyi N°a.° • •+�% lySyS.!@YiS l4 .....0-yi� `` I.IIA�Y�°R°yal/19e. C NNnAyAAw••p ypyyj e`E N En..lf.4 ip Dy1>�°�°•G�°S �� 11 � � • i°.yam • �:• f! le°AaaeYe,°aa° �/ I!-! • r >••. a Q.7e�l.•T•�� •.•� SNl °•�•�•� .°�°�°�°�l°{ !a >A>> a R: 1/ ��fR°,e� nl�e�.a lsa��aT•ai,°{lsN�e N.e•Ayn°ow p1 /ayyY°>!.e 9 p� •y0]! Ni ..... •yy/y>ijM 2.i •eGS •i °SGiyK Ia W.w� 9°• `§ f •.Y. °b .yW.O.N • •yG • ! ! N �SY°.yaN•A•.A%���/ 11'//,✓[i•�•►°f _,ICti°�G ��°�°�°U°Ia /Y•f�f�fff �f�y�y� i>�lipn> f•*�/ _ P� eiii1^.rIIIi �D°i°i s°i° i°ewe°s°1 T4°fye a gyg��.i°O"f°f �•i i°f°.•i ��I s ww. rtfiN` ii n!A xDo�e ewNoiy!°aR �'a�i!c�i•��a� 1. i�.�, •Wey ka> ��O J° ° loei4°•°W .°mise N.......' �4°Y.•. y. N.MESS ! O i°L C°fp// /�p0{.1 �.1 MY°i°D�1 �y0°,YfO•�•i .SWy°.°f'D�Y l°N.y4•.°.°�I� _ 't '. aaW° f°f.RS P D!f°N�f f. AL� •° ° 4! • ....... Y'fNylyU°U�eb4Y•1� �_�� �y�°f �, .!•�•Ydt �A�A44f.�A1 gGfN/I` Ifeeae n% r {smD.rufrDrit_ - iey °9�iilw ,v fG > Exhibit A Resolution 13-23 Resolution 15-36 Attachment B Attachment "C" Granada Phase II Map To be Inserted Page 17 of 20 i iii ���•.� • ►�•iT•�� +�i"will gWWW 'o�iirii� 111111 �N / �II�<IIII�p►�� _ �1. �1 _�� �111111111��� �.� �� 11■ � � � ♦ � � ��1�► ♦ III. D�� Jt I1�11�11 i• �/ \1�' � Illhll •1....� 'I��� �!i 1111 •', •• .,•11. .; ��,,..11111111 . .....�.'ll ■111111111111 ,••�� ;� • � ••::::::: ::=::.� 111;; 1111111 1 .��� � . �::::���� gni iii ��:�► � ���� 11 � �♦t1/l� � as ..• oa......../; 11111►�� x%11111 � � ♦� �♦ �1 •IIII..t►I 00 0RM ■ ��1/ i huml► �'11►�I� � � ♦NI �o Qi WINS .w �,�■1� 'moi 1t � �•/ � � / - '� � � ■■■■■w WIN IN oil guill MEN . . r PLANNINGSrM I I SURVEYINGCONSULTANTS, LLC . I 111 Hillside Drive - Lewisville, TX 75057 - P: 972.436.9712 - F: 972.436.9715 144 Old Town Blvd. North, Ste 2 - Argyle, TX 76226 - P: 940.240.1012 - F: 940.240.1028 TBPE Firm No. 1798 TBPLS Firm No. 10047700 I'• BY: I• / / N015050 Attachment D Further Articulation of Responsibilities Under Prior Granada Responsibilities Wilbow Items to be complied with: Resolution 13-09 • $10,000 for the Westlake Academy was only paid for the Phase 1 Lots. This fee is paid for Phase 2 before the final plat is filed and before Building Permits are issued Resolution 13-25 • Section 2-A All Public Infrastructure must be complete for Ph. 1&2 by Ql 2019 (5 years from issuance ofNotice to Proceedl • Section 2-13 Completion of Agreement Documents -Once completed Submit all of the Documents and have City Acceptance, for Phase 2 • Section 2-D Security for Completion of Public Improvements and Residential Lots -Done for Phase lbut not Phase 2 • Section 2-1 Upkeep of Property while in Development -Must be done for Phase 2 while they are developing • Section 24 Dedication of Property is done for Phase lbut not Phase 2 - Must be done at Final Plat stage • Section 3-13 Preconstruction Conference —Done for Phase 1but not Phase 2 • Section 3-C Conditions Prior to Construction- Done for Phase lbut not Phase 2 • Section 4-F Custom Homes- Must be done for Phase 2 • Section 4-G Lot Landscaping- Must be done for Phase 2 Page 18 of 20 Attachment D (cont'd) Further Articulation of Responsibilities Under Prior Granada Responsibilities (cont'd) Wilbow Responsibilities (cont'd) • Section 4-1 Westlake Academy. Fee -Done for Phase 1 but must be done for Phase 2 before the final plat is filed. Centurion American aka Maguire Partners, L.P. Items to be complied with: Resolution 13-09 • Traffic Signal — Prorata See Notes below in Resolution 13-25 for more Details • Solana. Blvd. Improvements - Prorata See Notes below in Resolution 1.3-25 for more Details • Letter of Credit (LOC) for all Perimeter Improvements -DONE LOC PROVIDED TO TOWN • CA needs Town Approval for all Streetscape Improvements and that work meets Town's Streetscape Plans Resolution 13-25 • Section 2-B Completion ofAgreement Docs -Once completed Submit all ofthe Documents and have City Acceptance, for Phase 1 • Section 4-B-1-TIA-DONE- See Ex D in Resolution 13-25 • Section 4 -13 -2 -DONE LOC PUT UP AT TOWN o Solana Blvd —Supply Copy of LOC for 12% of Cost o Traffic Signal-FM1938 & Solana Blvd- Supply Copy of LOC for 12% of Cost o Traffic Signal -Solana Blvd. & Entrance- Supply Copy of LOC for 12% of Cost of Traffic Signal -Solana & Hwy 114- Supply Copy of LOC for 12% of Cost Page 19 of 20 Attachment D (cont'd) Further Articulation of Responsibilities Under Prior Granada Responsibilities (cont'd) Centurion American aka Maguire Partners, L.P. Responsibilities (cont'd) Resolution 13-33 o All terms and conditions in these design guidelines, covenants, conditions, and restrictions as approved per this resolution approved by the Westlake Town Council on October 28, 2013. Page 20 of 20 M MARY LOUISE GARCIA COUNTY CLERK TOWN OF WESTLAKE TX 3 VILLAGE CIRCLE 202 WESTLAKE, TX 76262 Submitter: TOWN OF WESTLAKE TX 100 West Weatherford Fort Worth, TX 76196-0401 PHONE (817) 884-1195 Resolution 15-36 DO NOT DESTROY WARNING - THIS IS PART OF THE OFFICIAL RECORD. Filed For Registration: Instrument #: D216000546 11412016 12:28 PM D216000546 OPR 47 PGS $196.00 ANY PROVISION WHICH RESTRICTS THE SALE, RENTAL OR USE OF THE DESCRIBED REAL PROPERTY BECAUSE OF COLOR OR RACE IS INVALID AND UNENFORCEABLE UNDER FEDERAL LAW.