Loading...
HomeMy WebLinkAbout12-06-16 PZ Agenda Packet Page 1 of 3 TOWN OF WESTLAKE, TEXAS PLANNING AND ZONING COMMISSION MEETING AGENDA December 06, 2016 WESTLAKE TOWN HALL 1301 Solana Blvd. Building 4, Suite 4202 2ND FLOOR, COUNCIL CHAMBERS WESTLAKE, TEXAS 76262 Work Session 5:30 p.m. Regular Session 6:00 p.m. Work Session 1. CALL TO ORDER 2. DISCUSSION REGARDING ITEMS LISTED ON THE REGULAR MEETING AGENDA. 3. STANDING ITEM: PRESENTATION AND DISCUSSION OF DEVELOPMENT PROJECTS PER NOVEMBER 2016 REPORT. 4. STANDING ITEM: DISCUSSION REGARDING COMPREHENSIVE PLAN RELATED ISSUES AND BOARD PROFESSIONAL DEVELOPMENT. 5. ADJOURNMENT Page 2 of 3 Regular Session 1.CALL TO ORDER 2.DISCUSSION AND CONSIDERATION OF THE MINUTES FROM THE MEETING HELD ON SEPTEMBER 13, 2016. 3.DISCUSSION AND CONSIDERATION OF THE MINTUES FROM THE WORKSESSION HELD ON NOVEMBER 28, 2016. 4.CONDUCT A PUBLIC HEARING AND CONSIDER A RECOMMENDATION FOR A REPLAT OF AN APPROXIMATELY 2.474-ACRE PORTION OF PLANNED DEVELOPMENT DISTRICT 1, PLANNING AREA 2 (PD 1-2), ESTABLISHED BY ORDINANCE 703 FOR THE PROPERTY GENERALLY LOCATED SOUTH OF STATE HIGHWAY 114, EAST OF DAVIS BOULEVARD, AND NORTH OF SOLANA BOULEVARD, COMMONLY KNOWN AS WESTLAKE ENTRADA. THE REPLAT SHOWS BLOCK A, LOTS 1R, 2, 3, 4, AND BLOCK O, LOTS 1R, 2RX, AND 3RX. 5.CONDUCT A PUBLIC HEARING AND CONSIDER A RECOMMENDATION FOR A REPLAT OF AN APPROXIMATELY 3.388-ACRE PORTION OF PLANNED DEVELOPMENT DISTRICT 1, PLANNING AREA 2 (PD 1-2), ESTABLISHED BY ORDINANCE 703 FOR THE PROPERTY GENERALLY LOCATED SOUTH OF STATE HIGHWAY 114, EAST OF DAVIS BOULEVARD, AND NORTH OF SOLANA BOULEVARD, COMMONLY KNOWN AS WESTLAKE ENTRADA. THE REPLAT SHOWS BLOCK L, LOT 6, AND BLOCK S, LOT 2X. 6.CONDUCT A PUBLIC HEARING AND CONSIDER A RECOMMENDATION FOR A REPLAT OF A 5.03-ACRE PORTION OF LOT 1, FIDELITY INVESTMENTS ADDITION, PHASE 1. 7.CONDUCT A PUBLIC HEARING AND CONSIDER A RECOMMENDATION REGARDING THE REZONING A 5.03-ACRE TRACT LOCATED AT THE NORTHWEST CORNER OF DOVE ROAD AND DAVIS BOULEVARD, IDENTIFIED AS A PORTION OF PLANNED DEVELOPMENT DISTRICT 2; REZONING SAID TRACT FROM PLANNED DEVELOPMENT DISTRICT 2 TO GOVERNMENT USE. 8.CONDUCT A PUBLIC HEARING AND CONSIDER A RECOMMENDATION THE FINAL PLAT FOR PHASE II OF THE APPROXIMATELY 84 ACRE DEVELOPMENT KNOWN AS GRANADA, LOCATED GENERALLY EAST OF DAVIS BLVD., SOUTH OF SOLANA BLVD., AND NORTH OF DOVE ROAD. 9.CONDUCT A PUBLIC HEARING AND CONSIDER A RECOMMENDATION REGARDING A FINAL PLAT FOR PHASE 1 AND PHASE 2A OF THE QUAIL HOLLOW SUBDIVISION, SHOWING 52 RESIDENTIAL LOTS OF ONE-ACRE OR MORE IN SIZE. THE PROPERTY INCLUDED IN THE FINAL PLAT IS A PORTION OF THE APPROVED 188.28-ACRE PRELIMINARY PLAT LOCATED AT 1755 DOVE ROAD, SOUTHEAST CORNER OF THE FM 1938/DOVE ROAD INTERSECTION. Page 3 of 3 10. ADJOURNMENT CERTIFICATION I certify that the above notice was posted at the Town Hall of the Town of Westlake, 1301 Solana Blvd., Bldg. 4, Ste. 4202, Westlake, Texas, 76262, November 30, 2016, by 5:00 p.m. under the Open Meetings Act, Chapter 551 of the Texas Government Code. _____________________________________ Tanya Morris, Administrative Assistant If you plan to attend this public meeting and have a disability that requires special needs, please advise the Town Secretary 48 hours in advance at 817-490-5710 and reasonable accommodations will be made to assist you. DISCUSSION REGARDING ITEMS LISTED ON THE REGULAR MEETING AGENDA. NO ACTION WILL BE TAKEN DURING THE WORK SESSION. Planning and Zoning Item # 2 – Back up material has not been provided for this item. Development Snapshot November 2016 1.  CVS Pharmacy: Status—Store open; Temporary C of O issued pending final Town compliance 2.   Primrose School: Status—Under construcƟon.  Projected compleƟon: Winter/Spring 2017 3.  SH 114 Expansion: Status—ConstrucƟon underway.  Projected compleƟon: Fall 2018 4.  Hollywood Hamburger: Status—ConstrucƟon underway.  Projected compleƟon: Winter 2017 5.  Terra Bella Subdivision (28 Lots): Status—13 lots are currently developed 6.  Carlyle Court Subdivision (8 Lots): Status—3 lots are currently developed or under construcƟon 7.  Quail Hollow Subdivision (92 Lots): Status—Phase I under construcƟon.  Phase II under review 8.  Granada Subdivision (84 Lots): Status—Phase I is 78% built‐out; Phase II is under construcƟon 9.  Project Blizzard (Schwab): Status—Preliminary uƟlity work underway.  Concept plan and site plan to be   reviewed and approved.  Projected building construcƟon start: Summer 2017 10.  SH 170 Expansion: Status—ConstrucƟon underway.  Projected compleƟon: Fall 2018  Development AcƟviƟes Map Legend * Year to Date STANDING ITEM: DISCUSSION REGARDING COMPREHENSIVE PLAN RELATED ISSUES AND BOARD PROFESSIONAL DEVELOPMENT. Planning and Zoning Item # 4 – Back up material has not been provided for this item. Planning and Zoning Item # 5 – Adjournment Work Session Back up material has not been provided for this item. P&Z Minutes 09/13/2016 Page 1 of 5 MINUTES OF THE TOWN OF WESTLAKE, TEXAS PLANNING AND ZONING COMMISSION MEETING September 13, 2016 PRESENT: Chairman Tim Brittan, Commissioners Liz Garvin, Greg Goble, Ryan Groce, and Michelle Lee. Alternate Ken Kraska and Sharon Sanden. ABSENT: OTHERS PRESENT: Town Manager Tom Brymer, Town Attorney Cathy Cunningham, Town Secretary Kelly Edwards, Director of Public Works Jarrod Greenwood, Development Coordinator Joel Enders, Director of Building Construction/Zoning Enforcement Eddie Edwards, Fire Chief Richard Whitten, and Administrative Assistant Tanya Morris Work Session 1. CALL TO ORDER Chairman Brittan called the work session to order at 5:01 p.m. 2. DISCUSSION REGARDING ITEMS LISTED ON THE REGULAR MEETING AGENDA. Coordinator Enders and Mr. Robin McCaffrey, MESA Planning, provided a presentation and overview of Item 5 of the regular agenda. Discussion ensued regarding separate HOA, property owner’s association maintaining streets, street easements for garages, CCRs, Town’s maintenance responsibility, property sales, retail development, commercial corner, spec homes, and escrow maintenance account. P&Z Minutes 09/13/2016 Page 2 of 5 3. DISCUSSION OF ITEMS TO BE PLACED ON FUTURE AGENDAS AND UPDATES ON DEVELOPMENT TRENDS, INCLUDING PERIMETER ROAD PROJECTS FOR SOLANA BOULEVARD AND F.M. 1938 (DAVIS BOULEVARD), PROGRESS PROJECTS AND TOWN COUNCIL ACTIONS ON PAST AGENDA ITEMS. Town Manager Brymer provided the following updates: Carlyle Court, Granada Phase I and II (drainage, chapel, and Granada entrance), Quail Hollow, FM 1938 (Davis Boulevard) median, Vaquero, Paigebrooke, Mahotea Boone, Charles Schwab (utility work, economic development agreement, and construction schedule), construction of intersection at Solana Boulevard and FM 1938 (Davis Boulevard), expanding Highway 114, FM 1938 (Davis Boulevard) deceleration lane, Solana traffic during construction, Entrada to put in trails and landscaping, CVS, street lighting, motorized vehicles, skateboarding, and bicycling on pedestrian walkways. 4. ADJOURNMENT Chairman Brittan adjourned the work session at 5:57 p.m. Regular Session 1. CALL TO ORDER Chairman Brittan called the regular session to order at 6:10 p.m. 2. DISCUSSION AND CONSIDERATION OF THE MINUTES FROM THE MEETING HELD ON AUGUST 1, 2016. MOTION: Commissioner Goble made a motion to approve the minutes. Commissioner Lee seconded the motion. The motion carried by a vote of 5-0. 3. CONDUCT A PUBLIC HEARING AND CONSIDER A RECOMMENDATION FOR A TEMPORARY CONCRETE BATCHING PLANT TO BE LOCATED AT THE PLANNED ESTATES OF QUAIL HOLLOW SUBDIVISION, AN 80-ACRE SITE LOCATED NEAR THE SOUTHEAST CORNER OF DOVE ROAD AND DAVIS BOULEVARD. Coordinator Enders provided a presentation and overview of the Item. Discussion ensued regarding the concrete batch plant and buffering provided by the trees. Chairman Brittan opened the public hearing. P&Z Minutes 09/13/2016 Page 3 of 5 No one addressed the Commission. Chairman Brittan closed the public hearing. MOTION: Commissioner Garvin made a motion to recommend approval of the replat. Commissioner Groce seconded the motion. The motion carried by a vote of 5-0. 4. CONDUCT A PUBLIC HEARING AND CONSIDER A RECOMMENDATION REGARDING A REPLAT FOR ENTRADA BLOCK I (VESTA HOMES) TO REPLAT AN APPROXIMATELY 1.023-ACRE PORTION OF PLANNED DEVELOPMENT DISTRICT 1, PLANNING AREA 2 (PD 1-2), ESTABLISHED BY ORDINANCE 703 FOR THE PROPERTY GENERALLY LOCATED SOUTH OF STATE HIGHWAY 114, EAST OF DAVIS BOULEVARD, AND NORTH OF SOLANA BOULEVARD, COMMONLY KNOWN AS WESTLAKE ENTRADA. THE REPLAT SHOWS BLOCK I, LOTS 1XR, 2XR, 3-14, 15X AND 16X. THE PROPOSED LOTS ARE LOCATED NEAR THE INTERSECTION OF SOLANA BOULEVARD, GRANADA TRAIL, AND THE PLANNED CORTES DRIVE. Coordinator Enders provided a presentation regarding the Item. Discussion ensued regarding the interior motor court, developer cooperation, planters and trees required within development, and identifying common areas within Entrada. Chairman Brittan opened the public hearing. No one addressed the Commission. Chairman Brittan closed the public hearing. MOTION: Commissioner Goble made a motion to recommend approval of the replat. Commissioner Garvin seconded the motion. The motion carried by a vote of 5-0. 5. DISCUSSION AND CONSIDER A RECOMMENDATION REGARDING A SITE PLAN FOR (VESTA HOMES) APPROXIMATELY 1.023-ACRE PORTION OF PLANNED DEVELOPMENT DISTRICT 1, PLANNING AREA 2 (PD 1-2), ESTABLISHED BY ORDINANCE 703 FOR THE PROPERTY GENERALLY LOCATED SOUTH OF STATE HIGHWAY 114, EAST OF DAVIS BOULEVARD, AND NORTH OF SOLANA BOULEVARD, COMMONLY KNOWN AS WESTLAKE ENTRADA. THE AREA SHOWN ON THIS PD SITE PLAN IS LOCATED NEAR THE INTERSECTION OF SOLANA BOULEVARD, GRANADA TRAIL, AND THE PLANNED CORTES DRIVE. Coordinator Enders gave a presentation over the Item. P&Z Minutes 09/13/2016 Page 4 of 5 Discussion ensued regarding the quality being maintained. MOTION: Commissioner Lee made a motion to recommend approval of the site plan for Block I with the following conditions: 1. Fulfillment of all zoning requirements as set out in Ordinance 703 in addition to the conditions accepted by the Town Council at the time of zoning approval (April 22, 2013). 2. All Development Plan conditions for approval established in Ordinance 720 (adopted October 28, 2013) apply to this PD Site Plan. 3. All building elevations shown on this PD Site Plan include the requirement that structures meet all aspects of the Entrada Design Guidelines established by Ordinance 703 and Ordinance 760. 4. Town Staff will review and approve an exterior stone wall mockup and exterior wall stucco mockup to ensure compliance with the approved PD Design Guidelines prior to the issuance of building permits. Plans for building construction shall include said mockup photos as referenced details. 5. If, at any time, there is a conflict between the approved Design Guidelines, PD Site Plan, and vertical construction drawings, the Design Guidelines shall be controlling. 6. Where building walls face the street, particularly at intersections, the Town may require wall mounted, ceramic tile street name signs as shown in the approved Design Guidelines in the interest of space and/or aesthetics. 7. The following statements shall be added to the PD Site Plan to clarify the scope of Site Plan approval: 1) PD Site Plans are recommended for approval based on a determination that the plans reflect general compliance with the approved PD Concept Plan, PD Development Plan, Master Landscape Plan, Design Guidelines, and other PD ordinance regulations. The individual building elevations are approved conceptually, subject to compliance with PD Design Guidelines to be shown in detail on construction plans that are to be submitted when applying for a building permit. 2) Construction drawings submitted along with an application for a building permit will be reviewed for detailed compliance with Design Guidelines and compliance with the approved PD Site Plan as well as other PD ordinance regulations, the Code of Ordinances, the UDC, and the International Code Council (ICC) construction codes. 3) The individual lots shown on this PD Site Plan are approved conceptually, and must be reflected on an approved replat prior to the issuance of any building permits for vertical construction. 8. With the exception of Lots 7,8,9, and 12, staff recommend that exterior garage doors be either (a) set back within an arched inset having a depth similar to that shown for lots 4-6 or (b) carriage-style double doors. Commissioner Groce seconded the motion. The motion carried by a vote of 5-0. P&Z Minutes 09/13/2016 Page 5 of 5 6. ADJOURNMENT There being no further business to come before the Commissioners, Chairman Brittan asked for a motion to adjourn. MOTION: Commissioner Goble made a motion to adjourn the meeting. Commissioner Lee seconded the motion. The motion carried by a vote of 5-0. Chairman Brittan adjourned the meeting at 6:29 p.m. APPROVED BY THE PLANNING AND ZONING COMMISSION ON DECEMBER 06, 2016. ________________________________ ATTEST: Chairman, Tim Brittan ______________________________ Tanya Morris, Administrative Assistant P&Z Minutes 11/28/2016 Page 1 of 3 MINUTES OF THE TOWN OF WESTLAKE, TEXAS PLANNING AND ZONING COMMISSION MEETING November 28, 2016 PRESENT: Chairman Tim Brittan, Commissioners Liz Garvin, Greg Goble, Ryan Groce, and Michelle Lee. Alternate Ken Kraska and Sharon Sanden. ABSENT: OTHERS PRESENT: Town Manager Tom Brymer, Town Attorney Cathy Cunningham, Town Secretary Kelly Edwards, Director of Planning Ron Ruthven, Fire Chief Richard Whitten, Deputy Chief John Ard, and Administrative Assistant Tanya Morris Work Session 1. CALL TO ORDER Chairman Brittan called the work session to order at 5:01 p.m. Chairman Brittan moved to discuss item 3, of the agenda, to the last discussion item. 2. STANDING ITEM: PRESENTATION AND DISCUSSION OF DEVELOPMENT PROJECTS PER STAFF OCTOBER 2016 REPORT AND OCTOBER 2016 ENTRADA REPORT FROM THE DEVELOPER. Town Manager Tom Brymer introduced Director Ron Ruthven and the discussion item. Discussion ensued regarding Director Ruthven’s role in the Planning Department and the future employment of a Building Official. P&Z Minutes 11/28/2016 Page 2 of 3 Director Ruthven provided updates regarding: Entrada: progress on CVS, the Primrose construction, the Tower, Town Homes, progress on the gas well drilling site, infrastructure, and replat(s) Granada: final plats for Phase II Quail Hollow: final plats for Phase I and IIA, the engineering of the dam, and impact to downstream ponds and properties from erosion and silt runoff Terra Bella: new home construction Carlyle: new home construction Discussion also ensued regarding Solana Blvd, Solana parking garage, Solana development, Charles Schwab, signalization at Davis Blvd./FM 1938 and Solana Blvd. at Hwy 114, discussions with City of Southlake regarding signalization at Kirkwood/Hwy 114 and Kirkwood/Dove and traffic impact analysis needed for TD Ameritrade. 3. DISCUSSION REGARDING PROPOSED TRANSFER DEVELOPMENT INSTENSITY ORDINANCE. Chairman Brittan moved this to the last discussion item. Robin McCaffrey and Ashley Shook, Mesa Planning, provided a presentation and overview. Discussion ensued regarding residential trips per day, dividing planned developments, transfer development opportunities between property owners, incentives for public land transfers, possible incentives for private development, such as a golf course, that that maintains aesthetics, view sheds and corridors, as outlined in the comprehensive plan, additional incentives for open space or public park space benefiting school use, reclaiming property in floodplains, and the process moving forward. 4. STANDING ITEM: DISCUSSION REGARDING COMPREHENSIVE PLAN RELATED ISSUES AND BOARD PROFESSIONAL DEVELOPMENT. Director Ruthven provided an overview of the item. Discussion ensued regarding the possibility of discussing a component of the Comprehensive Plan during each meeting and training opportunities for Commissioners in the local area. Alternate Commissioner Sanden asked about Entrada residential lot information that was shown and then removed from the MLS listings. Town Manager Brymer stated that the Town has had discussions with the developer regarding the issue. P&Z Minutes 11/28/2016 Page 3 of 3 5. ADJOURNMENT Chairman Brittan adjourned the work session at 6:28 p.m. APPROVED BY THE PLANNING AND ZONING COMMISSION ON DECEMBER 6, 2016. ________________________________ ATTEST: Chairman, Tim Brittan ______________________________ Tanya Morris, Administrative Assistant Page 1 of 2 estlake Planning and Zoning Commission TYPE OF ACTION Regular Meeting - Action Item Tuesday, December 06, 2016 TOPIC: Conduct a public hearing and consider recommendation for a replat of an approximately 2.474-acre portion of Planned Development District 1, Planning Area 2 (PD 1-2), established by Ordinance 703 for the property generally located south of State Highway 114, east of Davis Boulevard, and north of Solana Boulevard, commonly known as Westlake Entrada. STAFF CONTACT: Joel Enders, Development Coordinator & Management Analyst Strategic Alignment Vision, Value, Mission Perspective Strategic Theme & Results Outcome Objective Planned / Responsible Development Citizen, Student & Stakeholder High Quality Planning, Design & Development - We are a desirable well planned, high-quality community that is distinguished by exemplary design standards. Preserve Desirability & Quality of Life Strategic Initiative Outside the Scope of Identified Strategic Initiatives Time Line - Start Date: December 6, 2016 Completion Date: December 12, 2016 Funding Amount: 00.00 Status - Not Funded Source - N/A EXECUTIVE SUMMARY (INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) Ordinance 761, approved December 14, 2015, approved a final plat of Entrada that included Block M (Primrose site), Block N (CVS Site), Block O (Information Center site), and Block A (Retail Corner site). The remainder of Entrada Phase I was platted as Block B, Lot 1. This final plat was approved in an effort to accommodate closing deadlines related to a CVS Pharmacy and Primrose School, and was accompanied by an amendment to the Development Agreement (Res. 15-35) to ensure timely completion of sewer infrastructure and acquisition of offsite easements necessary to serve Blocks M, N, O, and A. At the time Ordinance 761 was approved, it was understood that the developer would eventually need to replace this final plat via replat or replats in order to fully define the necessary lots, easements, rights-of-way, roads, etc. that were omitted from the first plat. Page 2 of 2 Instead of a single, comprehensive replat, the developer has chosen to submit a number of replats that define specific sections of Entrada. The replat under consideration fully defines Entrada Block A and Block O, which includes: 1. Four commercial lots, related easements, and rights-of-way 2. Two common area (landscape) lots 3. A public access and utility easement to be used for vehicular access which will be privately maintained but publicly accessible. 4. Two streets, Roses Drive and a portion of Andorra Drive. The future northern section of Andorra Drive that extends east to Aragon Drive is not shown on this plat. Pursuant to Entrada’s zoning (Ordinance 703), every lot, parcel, and tract in the development is subject to PD Site Plan approval. The PD Site Plan relative to this proposed replat was recommended by the Planning and Zoning Commission on 15 February, 2016 and approved by the Town Council on 22 February, 2016 (Ordinance 771). Town staff has determined that the subject replat substantially comports to the Entrada Development Plan (Ordinance 720) and Preliminary Plat (Resolution 13-32). Approval of this replat is a prerequisite to the issuance of building permits, but is not the only remaining requirement that the developer must meet. Exhibit A, Section 3(F) of the Entrada Development Agreement (Resolution 13-34), allows the Town to withhold the issuance of building permits until all public and private infrastructure necessary to serve Block A has been completed and accepted by the Town. Note that the amendments to the Entrada Development Agreement specified in Resolution 15-35 do not modify the requirements specified in Section 3(F) of Resolution 13-34. RECOMMENDATION Staff recommends approval of this replat. ATTACHMENTS 1. Replat document for consideration WILLIAM H. PEA SURVEYABSTRACT NO. 1246 TARRANT CO.P.O.B.P.O.B.P.O.C.BGE, INC.LEGENDMAGUIRE PARTNERS -SOLANA LAND L.P.1800 Valley View Lane, Suite 300Farmer Branch, Texas 75234Contact: Michael BeatyTelephone: (214)-287-9009CENTURION AMERICAN1800 Valley View Lane, Suite 300Farmer Branch, Texas 75234Contact: Michael BeatyTelephone: (214)-287-9009BGE, Inc.Tel: 972-464-4800 ●www.bgeinc.comCopyright 20162529 Dallas Parkway, Suite 204Frisco, Texas 75034Contact: Jason Frey, P.E. BGE, INC.MAGUIRE PARTNERS -SOLANA LAND L.P.1800 Valley View Lane, Suite 300Farmer Branch, Texas 75234Contact: Michael BeatyTelephone: (214)-287-9009CENTURION AMERICAN1800 Valley View Lane, Suite 300Farmer Branch, Texas 75234Contact: Michael BeatyTelephone: (214)-287-9009BGE, Inc.Tel: 972-464-4800 ●www.bgeinc.comCopyright 20162529 Dallas Parkway, Suite 204Frisco, Texas 75034Contact: Jason Frey, P.E. Page 1 of 2 estlake Planning and Zoning Commission TYPE OF ACTION Regular Meeting - Action Item Tuesday, December 06, 2016 TOPIC: Conduct a public hearing and consider recommendation for a replat of an approximately 3.388-acre portion of Planned Development District 1, Planning Area 2 (PD 1-2), established by Ordinance 703 for the property generally located south of State Highway 114, east of Davis Boulevard, and north of Solana Boulevard, commonly known as Westlake Entrada. STAFF CONTACT: Joel Enders, Development Coordinator & Management Analyst Strategic Alignment Vision, Value, Mission Perspective Strategic Theme & Results Outcome Objective Planned / Responsible Development Citizen, Student & Stakeholder High Quality Planning, Design & Development - We are a desirable well planned, high-quality community that is distinguished by exemplary design standards. Preserve Desirability & Quality of Life Strategic Initiative Outside the Scope of Identified Strategic Initiatives Time Line - Start Date: December 6, 2016 Completion Date: December 12, 2016 Funding Amount: 00.00 Status - Not Funded Source - N/A EXECUTIVE SUMMARY (INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) Ordinance 761, approved December 14, 2015, approved a final plat of Entrada that included Block M (Primrose site), Block N (CVS Site), Block O (Information Center site), and Block A (Retail Corner site). The remainder of Entrada Phase I was platted as Block B, Lot 1. This final plat was approved in an effort to accommodate closing deadlines related to a CVS Pharmacy and Primrose School, and was accompanied by an amendment to the Development Agreement (Res. 15-35) to ensure timely completion of sewer infrastructure and acquisition of offsite easements necessary to serve Blocks M, N, O, and A. At the time Ordinance 761 was approved, it was understood that the developer would eventually need to replace this final plat via replat or replats in order to fully define the necessary lots, easements, rights-of-way, roads, etc. that were omitted from the first plat. Page 2 of 2 Instead of a single, comprehensive replat, the developer has chosen to submit a number of replats that define specific sections of Entrada. The replat under consideration establishes: 1. Block L, Lot 6. This lot was donated by the developer to the Town via Dedication Deed (Instrument No. D215003586, County Clerk Records, Tarrant County, Texas) as specified in the Entrada Economic Development Agreement (Resolution 13-17). 2. Lot 2X, a common area lot running the eastern length of Cortes Drive, denoting a retaining wall and providing a buffer between adjacent property owners. 3. Cortes Drive, designed to be Entrada’s main entry point and thoroughfare. Pursuant to Entrada’s zoning (Ordinance 703), every lot, parcel, and tract in the development is subject to PD Site Plan approval. At this time, there is neither and approved nor contemplated PD Site Plan for Block L, Lot 6. Town staff has determined that the subject replat substantially comports to the Entrada Development Plan (Ordinance 720) and Preliminary Plat (Resolution 13-32). RECOMMENDATION Staff recommends approval of this replat. ATTACHMENTS 1. Replat document for consideration W. MEDLIN SURVEYABSTRACT NO. 1958 TARRANT CO.JOSEPH HENRY SURVEYABSTRACT NO. 742 TARRANT CO.CM. THROOP SURVEYABSTRACT. NO. 1510 TARRANT CO.W. MEDLIN SURVEYABSTRACT NO. 1958 TARRANT CO.P.O.C.P.O.B.LEGENDMRW INVESTORS, LLC1800 Valley View Lane, Suite 300Farmers Branch, Texas 75234Contact: Michael BeatyTelephone: (214)-287-9009BROWN & GAY ENGINEERS, INC.MAGUIRE PARTNERS -SOLANA LAND L.P.1800 Valley View Lane, Suite 300Farmers Branch, Texas 75234Contact: Michael BeatyTelephone: (214)-287-9009BGE, Inc.TBPLS Registration No. 10193953 Tel: 972-464-4800 ●www.bgeinc.comCopyright 20162529 Dallas Parkway, Suite 204Frisco, Texas 75034Contact: Jason Frey, P.E.TOWN OF WESTLAKE1301 Solana BoulevardBuilding 4, Suite 4202Westlake, TX 76262(817) 430-0941 BGE, Inc.TBPLS Registration No. 10193953 Tel: 972-464-4800 ●www.bgeinc.comCopyright 2016BROWN & GAY ENGINEERS, INC.2529 Dallas Parkway, Suite 204Frisco, Texas 75034Contact: Jason Frey, P.E.””“”“”“”“”“”“”“”“”“”“”“”“”“”“”“”““”“”“”“”“”“”“”“”“”“”“”“”“”“”“”“”“”“”“”“”“”“”“””“””“””“”“”“”“”“”“”“”MRW INVESTORS, LLC1800 Valley View Lane, Suite 300Farmers Branch, Texas 75234Contact: Michael BeatyTelephone: (214)-287-9009MAGUIRE PARTNERS -SOLANA LAND L.P.1800 Valley View Lane, Suite 300Farmers Branch, Texas 75234Contact: Michael BeatyTelephone: (214)-287-9009TOWN OF WESTLAKE1301 Solana BoulevardBuilding 4, Suite 4202Westlake, TX 76262(817) 430-0941 estlake Planning and Zoning Commission TYPE OF ACTION Regular Meeting - Action Item Tuesday, December 06, 2016 TOPIC: Conduct a Public Hearing and Consider a Recommendation for a Replat of an approximately 5.03-acre portion of Lot 1, Fidelity Investments Addition, Phase 1. STAFF CONTACT: Troy Meyers, Director of Parks & Facilities Joel Enders, Development Coordinator Strategic Alignment Vision, Value, Mission Perspective Strategic Theme & Results Outcome Objective Planned / Responsible Development People, Facilities, & Technology Exemplary Service & Governance - We set the standard by delivering unparalleled municipal and educational services at the lowest cost. Preserve Desirability & Quality of Life Strategic Initiative Outside the Scope of Identified Strategic Initiatives Time Line - Start Date: December 6, 2016 Completion Date: December 12, 2016 Funding Amount: 00.00 Status - Not Funded Source - N/A EXECUTIVE SUMMARY (INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) This replat establishes the lot boundary, easements, and rights-of-way for the 5-acre site that was generously donated by Fidelity Investments for the construction of an estimated 15,940 sq. ft. Fire-EMS Station. The site, located at the northwest intersection of Davis Boulevard and Dove Road, will be legally designated as Lot 2, Fidelity Investments Addition, Phase I. The replat and rezoning of this property are the next steps in the preconstruction process, following Workshop presentations, informational meetings, and the adoption of Resolution 16- 34, which authorized the Town Secretary to publish notice of intent to issue Certificates of Obligation for the Fire-EMS Station. Staff are also in the process of drafting Request for Qualifications (RFQ) for Construction Manager-at-Risk services, which include pre-construction, construction documents, and administration. This process will take 4-6 weeks to rank and select the contractor. RECOMMENDATION Staff recommends approval of this replat. ATTACHMENTS 1. Replat document for consideration estlake Planning and Zoning Commission TYPE OF ACTION Regular Meeting - Action Item Tuesday, December 06, 2016 TOPIC: Conduct a Public Hearing and Consider a Recommendation for the Rezoning of an approximately 5.03-acre Tract, identified as a Portion of Planned Development District 2; Rezoning Said Tract from Planned Development to Government Use. The Subject Tract is Generally Located near the Northwest Corner of Davis Boulevard and Dove Road. STAFF CONTACT: Troy Meyers, Director of Parks & Facilities Joel Enders, Development Coordinator Strategic Alignment Vision, Value, Mission Perspective Strategic Theme & Results Outcome Objective Planned / Responsible Development People, Facilities, & Technology Exemplary Service & Governance - We set the standard by delivering unparalleled municipal and educational services at the lowest cost. Preserve Desirability & Quality of Life Strategic Initiative Outside the Scope of Identified Strategic Initiatives Time Line - Start Date: December 6, 2016 Completion Date: December 12, 2016 Funding Amount: 00.00 Status - Not Funded Source - N/A EXECUTIVE SUMMARY (INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) As part of the preconstruction process related to the proposed Westlake Fire-EMS Station, the 5- acre site that was generously donated by Fidelity Investments must be rezoned from its current PD zoning to Government Use (GU) in order to legally accommodate Fire and EMS uses. GU zoning districts are commonly used where national, state, or local governmental activities are conducted and where governments or their duly created instrumentalities hold title to such lands. GU district standards are established by Chapter 102 of the Westlake Code of Ordinances, and are summarized below in the context of the proposed Fire-EMS station: USES: Fire-EMS activities are allowed by right in GU districts DENSITY: Maximum 0.25:1 Floor Area Ratio (FAR) – The contemplated 15,940 square foot station creates a .07:1 FAR, well below maximum allowed FAR. HEIGHT: Maximum 3 Stories / 50’ – Preliminary designs specify a maximum two-story equivalent building SETBACKS: Minimum 50’ Front / 50’ Rear / 25’ Side Yard Setbacks – Preliminary site layouts show a greater than 100’ setback from Davis Boulevard and Dove Road. Note that for uniformity, the 100’ front yard setback required in the PD 2 zoning district has been applied to the fire station property and is shown on the corresponding replat. Town Staff have determined that this zoning change is consistent with the 2015 Comprehensive Plan. The replat and rezoning of this property follow Workshop presentations, informational meetings, and the adoption of Resolution 16-34, which authorized the Town Secretary to publish notice of intent to issue Certificates of Obligation for the Fire-EMS Station. Staff are also in the process of drafting Request for Qualifications (RFQ) for Construction Manager-at-Risk services, which include pre-construction, construction documents, and administration. This process will take 4-6 weeks to rank and select the contractor. RECOMMENDATION Staff recommends rezoning the subject property (survey drawing attached) from Planned Development to Government Use. ATTACHMENTS 1. Subject Property Survey Drawing Page 1 of 2 estlake Planning and Zoning Commission TYPE OF ACTION Regular Meeting - Action Item Tuesday, December 06, 2016 TOPIC: Conduct a public Hearing and consider the Final Plat for Phase II of the approximately 84 acre development known as Granada, located generally east of Davis Blvd., south of Solana Blvd., and north of Dove Road. STAFF CONTACT: Joel Enders, Development Coordinator & Management Analyst Strategic Alignment Vision, Value, Mission Perspective Strategic Theme & Results Outcome Objective Planned / Responsible Development Citizen, Student & Stakeholder High Quality Planning, Design & Development - We are a desirable well planned, high-quality community that is distinguished by exemplary design standards. Preserve Desirability & Quality of Life Strategic Initiative Outside the Scope of Identified Strategic Initiatives Time Line - Start Date: December 6, 2016 Completion Date: December 12, 2016 Funding Amount: 00.00 Status - Not Funded Source - N/A EXECUTIVE SUMMARY (INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) The Final Plat comports to PD1-3 zoning Ordinance 693, the previously approved Preliminary Plat and the infrastructure has largely been completed and accepted by Town staff. The developer is Wilbow-Granada Development Corporation. The Final Plat for Granada Phase II consists of 42 residential lots plus two private street lots. The Final Plat for Phase I was approved by the Town Council on December 15, 2014. RECOMMENDATION Staff recommends approval of the Final Plat. ATTACHMENTS 1. Final Plat document for consideration Page 2 of 2 2. Approved Granada Concept Plan – Ordinance 693 Exhibit 2 Concept Plan cc A D0 a n Y 1"4«I rnmm: o-r..pwon:n ?A COSY xao rn:s,Ata ins. a s pt;•.i0.b Of J+S Girl tnvs#, mato\v+O[94ST JKC i!f'll M.:NL G—do Ia RtC-06 Lit: l isa:tacs N 15 estlake Planning and Zoning Commission TYPE OF ACTION Regular Meeting - Action Item Monday, December 05, 2016 TOPIC: Conduct a Public Hearing and consider a Recommendation Regarding the Final Plats for Phase 1 and Phase 2A of the Quail Hollow subdivision, showing 52 residential lots of one-acre or more in size. The property included in the Final Plats is a portion of the approved 188.28-acre Preliminary Plat located at 1755 Dove Road, southeast corner of the FM 1938/Dove Road intersection. STAFF CONTACT: Jarrod Greenwood, Public Works Director/Assistant to the Town Manager Strategic Alignment Vision, Value, Mission Perspective Strategic Theme & Results Outcome Objective Mission: Westlake is a unique community blending preservation of our natural environment and viewscapes, while serving our residents and businesess with superior municipal and academic services that are accessible, efficient, cost- effective, & transparent. Citizen, Student & Stakeholder High Quality Planning, Design & Development - We are a desirable well planned, high-quality community that is distinguished by exemplary design standards. Preserve Desirability & Quality of Life Strategic Initiative Outside the Scope of Identified Strategic Initiatives Time Line - Start Date: December 5, 2016 Completion Date: December 12, 2016 Funding Amount: N/A Status - Not Funded Source - N/A EXECUTIVE SUMMARY (INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) The Final Plats comports to the Preliminary Plat that was presented at the March 21, 2016 regular meeting that P&Z recommended Town Council approval, which was approved by the Town Council at the March 28, 2016 regular Council meeting. The Final Plat for Quail Hollow Phase I consists of 36 residential lots with the Final Plat for Phase 2A consisting of 16 residential lots. The Preliminary Plat for the areas in Phase 1 and Phase 2A shows 34 lots and 16 lots respectively. As a reminder, the SUP for Quail Hollow, Ordinance 780, was approved by Council at the March 28, 2016 regular Council meeting and provided for the number of lots to increase or decrease by no more than 10%. All lots are greater than the 1 acre (43,560 sf) minimum lot size for R1 Zoning. Both Phase 1 and Phase 2A plats include the right-of-way and easement dedications as depicted in the preliminary plat. This intended use comports with the Land Use Plan element of the Comprehensive Plan, which defines the area surrounding this property as Pastoral Community, a use that stresses “compatibility with existing high-end residential development” and lots “generally an acre or larger.” All of the staff comments/recommendations (below) included in the Preliminary Plat have been addressed: Specific Use Permit (SUP) – An SUP is being considered for the proposed development to allow private streets that may be gated, and regulate; number of lots; deed restrictions; perimeter fence requirements; view corridor preservation; and modifications to existing lake dam on north end of property. Thoroughfare Plan – The development will only tie into FM 1938, a Town arterial roadway. The traffic counts generated by this subdivision would not require modifications to FM 1938. Land Use Plan – Land Use is not changing and is consistent with the “Pastoral Community” designated recommendation in the Comprehensive Plan regarding Land Use. Open Space & Trail plan – The proposed development satisfies recommendations in the adopted 2015 Comprehensive Plan including: the view shed corridor; large lots; street alignment; and “The Trails Plan”. Lot 28X will be dedicated as public open space/parkland that will be privately owned and privately maintained through the HOA. Parkland dedication – The dedication of one acre of Parkland is required for every thirty residential lots. This requirement will be satisfied with the final platting of PH 2 of the proposed development through dedication of Lot 28X, approximately 3 acres of land, on Dove Road near the Dove Road/Randol Mill intersection that could be used as a trailhead. Lot 28X will be dedicated as public open space/parkland that will be privately owned and privately maintained through the HOA. Right-of-way dedication – All required right-of-way dedications are included in the proposed Preliminary Plat and will be dedicated with the Final Platting of each phase of construction. This includes Right-of-Way for future widening of Dove Road or the addition of bicycle lanes alongside Dove Road. The proposed Preliminary Plat includes dedication of right-of-way for Randol Mill Road within the City of Southlake consistent with Southlake’s right-of-way dedication requirements. Tree mitigation – Tree mitigation will be satisfied through the landscape requirements for residential construction and will be addressed at the time of each single family residential building permit. Public Infrastructure/Utilities/Drainage – The developer has proposed the following conditions for public infrastructure: 1. Water will be dead end in Phase 1. The second connection across Davis will be completed with Phase 2 completing the loop. Phase 3 will be a long dead end with a flush. Possibly, the pipe size may be reduced to 6” to reduce retention time in the pipe for water quality 2. The proposed development may create pressure plane issues with water supply that will require the developer to submit additional engineering study to the Town engineer to determine the need for pressure reducing valves. 3. Detention evaluation has been provided to the Town engineer as part of the Preliminary Plat consideration and is currently being evaluated. The Town Engineer has not determined that detention is needed or required. Staff recommends adding a note to the Preliminary Plat that states: A Final Plat will not be filed until all staff drainage comments have been addressed. 4. Geotechnical Engineering Report on fill and recommendations for northern lake dam enhancement will be required by the Town prior to Final Plat approval. 5. The aerial electrical lines along FM 1938 will be buried. However, since the development will not be connecting to the electrical on Randol Mill, the developer will not be required to bury the electrical lines along Randol Mill. 6. Deotte Engineering Inc. will evaluate erosion issues along north dam and roadway but will not be the property owner’s or developer’s responsibility to mitigate. 7. Staff recommends adding a note to the Preliminary Plat that states: The Town will not be responsible for the integrity of either dam for any work performed within existing or proposed right-of-way. 8. Staff recommends the following note to be added to the Preliminary Plat: No easements will be allowed by separate instrument without written approval from the Town of Westlake. 9. The northern dam will be on private property as shown on Attachment B – Dam Section for Quail Hollow. As a reminder, staff comment #9 above that was included in the Preliminary Plat approval stipulated that the northern dam would not be within the Town right-of-way. This requirement was included to eliminate the Town from any responsibility for the ownership and maintenance of the damn and to prevent any future construction of Dove Road from compromising the structural integrity of the dam. A majority (approximately 95%) of the public and private infrastructure has been completed and staff has scheduled a final walkthrough on December 9th to identify all outstanding items that must be addressed prior to acceptance of the public infrastructure. Consideration of the Final Plats for Quail Hollow Phase 1 and Phase 2A is scheduled to be on the December 12, 2016 Town Council agenda. RECOMMENDATION Staff recommends approval of this Final Plat. ATTACHMENTS Attachment A - Final Plats for Phase 1 and Phase2A for The Estates of Quail Hollow Attachment B – Dam Section for Quail Hollow LOT 16 1.600 ACRES (69705± SQUARE FEET) 5/8" REBAR "C&B" 5/8" REBAR "C&B" MNS MNS 5/8" REBAR MNS CRS CRS CRS CRS MNSMNS CRS N: 7041278.98' E: 2373123.70' CRS CRS BLOCK EGLENWYCK FARMSCABINET A, SLIDES 5814 & 5815P.R.T.C.T.LOT 1LOT 2LOT 14LOT 13LOT 12LOT 1 LOT 1 LOT 3 L O T 1BLOCK BGLENWYCK FARMSCABINET A, SLIDES 5814 & 5815P.R.T.C.T.BROKEN BEND DRIVE BLOCK CGLENWYCK FARMSCABINET A, SLIDES 5814 & 5815P.R.T.C.T.BLOCK G GLENWYCK FARMS CABINET A, SLIDES 5814 & 5815 P.R.T.C.T. COMMON AREA/OPEN SPACE TO BE CONVEYED TO H.O.A HIDDEN SPRING COURT B L O C K F G L E N W Y C K F A R M S C A B I N E T A , S L I D E S 5 8 1 4 & 5 8 1 5 P. R . T . C . T . GRANADA WESTLAKE INVESTMENTS, LLC INST.# D215038613 O.P.R.T.C.T. THE UNDERGROUND SANITARY SEWER LINE EASEMENT AGREEMENT VOL. 14713, PG. 310 D.R.T.C.T. PARCEL 64, PART 2 INST.# D211043543 O.P.R.T.C.T. PARCEL 264, PART 4 INST.# D211043543 O.P.R.T.C.T. ± SQUARE FEET W. DOVE ROADTract 4The Town of Westlake, TexasVolume 17035, Page 159D.R.T.C.T.TOWN OF WESTLAKEVOLUME 14944, PAGE 363D.R.T.C.T.APPROXIMATE SURVEY LINE LOCATION Leroy Boggess SurveyAbstract No. 196 Memucan Hunt SurveyAbstract No. 756Heirs of Charles M. Throop Survey, Abstract No. 1510 LOT 1, BLOCK AROLAND ARTHUR ESTATEINST.# D210231153O.P.R.T.C.T.LOT 5X 2.262 ACRES 98,539 ±SQUARE FEET LOT 4 1.996 ACRES (86934± SQUARE FEET) 58.60' L=46.52' C24 59.37'S18°30'05"E347.12'94.51'L =5 1 .3 8 '50.65'N12°36'43"W302.62'177.43' LOT 6 1.193 ACRES (51951± SQUARE FEET) LOT 7 1.315 ACRES (57280± SQUARE FEET) LOT 8 1.350 ACRES (58795± SQUARE FEET) LOT 9 1.628 ACRES (70926± SQUARE FEET) LOT 10 1.983 ACRES (86400± SQUARE FEET)LOT 11 1.747 ACRES (76091± SQUARE FEET) LOT 13 1.799 ACRES (78373± SQUARE FEET) LOT 14X 0.249 ACRES (10866± SQUARE FEET)LOT 15 1.504 ACRES (65507± SQUARE FEET)LOT 17 1.900 ACRES (82785± SQUARE FEET) N5 1 ° 0 7 ' 0 6 " W 10 5 . 0 5 'S42° 10' 20"W 305.84'19 0 . 2 4 ' 5.64'S42° 10' 20"W 355.03'27.72' L=140.77'7.28'S55° 57' 40"W 379.63' 73.09' N76°41'40 " W 345.81'L=70.71'S16°10'16"W 13.99' 2 0 3 . 6 0 ' L = 8 6. 5 4' 30.06' 62. 2 2 'L=141.64'S13°36'47"E379.51'L=187.77'6 5 . 0 7 ' N27°10'26"E 22.64' 227.19'L=31.17' L=25.62' 70.56' L =6 3 .6 4' L39 L40 C2 0 L41N30°24'22"E184.04'C 1 8N11°21'37"E301.33'L = 4 2 6 .3 5 ' S00°20'23"W 38.54' 100.54'L=46.51' N00°20'23"E 100.54' L=315.24', R=200.00' ∆=090°18'33" 19.91' L =8 0 .4 5'64.66' 241.24' 42.17' S 3 1 ° 1 0 ' 0 1 " E 2 4 8 . 7 7 ' C15 102.57' 166.10' LOT 1 1.319 ACRES (57470± SQUARE FEET) LOT 2 1.342 ACRES (58464± SQUARE FEET) LOT 3 1.140 ACRES (49639± SQUARE FEET)LOT 4 1.171 ACRES (51013± SQUARE FEET) LOT 5 1.201 ACRES (52307± SQUARE FEET) LOT 6 1.125 ACRES (49020± SQUARE FEET) LOT 7 1.141 ACRES (49709± SQUARE FEET) LOT 11 1.136 ACRES (49492± SQUARE FEET) LOT 12 1.080 ACRES (47046± SQUARE FEET) LOT 13 1.218 ACRES (53057± SQUARE FEET) N62°48'23" E 197.55'L=36.15' 2 0 8 . 4 8 ' N69°26'10"W 15.32' 224.80' S 3 6 ° 2 3 ' 3 7 " E 2 8 9 . 7 7 'S28°20'23"W101.67'S87°14'45"W 198.15'198.57'L=172.42'S10°41'11"W310.03'119. 2 3 ' L=84.36' L32L=56.84'L=121.29'43.80'S5 2 ° 4 5 ' 3 3 " E 20 7 . 3 8 'S37°32'32"W253.04'121. 7 1 ' N 3 9 ° 4 7 ' 4 4 "W 1 3 5 . 4 8 ' N5 2 ° 4 5 ' 3 3 " W 13 3 . 4 8 ' L=14 2.0 5' N65°22' 3 3" E 272.29'136.95'S87°46'03"W 250.00'47.18'L=93.47'L=75.03'39.94'S57°45'02"E 14.72' L =5 6 .1 9 '165.04'212.11'77.06'13 8 . 1 6 ' L=91.75'S40°26'33"W258.52'L=54.20' 89. 9 5 ' L=42.61'S40°26'33"W258.52'N5 2 ° 4 5 ' 3 3 " W 13 3 . 4 8 ' N52°45'33"W 51.81'N40°16'19"E250.25'S28°20'23"W101.67'S5 2 ° 4 5 ' 3 3 " E 20 7 . 3 8 'N40°16'19"E250.25'L = 1 5 4.3 8 'LOT 1 0.204 ACRES (8906± SQUARE FEET) LOT 2 1.758 ACRES (76574± SQUARE FEET) LOT 3 1.662 ACRES (72377± SQUARE FEET) S31°10'01"E 33.29'C1 3 S52°24'45"E 18.26' 3 4 . 9 6 ' L =228.74'N19°26'10"W 25.00' L =185.58'N28°20'53"W 29.63' C 1 2C14 S52°24'45"E 9.19' S70°33'5 0 " W 229.29' L3464.37 '125.99'N69°48'4 2 " E 297.64'C25L38 L=88.60'70.72'N69°48'4 2 " E 297.64'S59°57'21"W257.50'LOT 5X 0.250 ACRES (10897± SQUARE FEET) LOT 6 2.283 ACRES (99456± SQUARE FEET) LOT 7 2.219 ACRES (96670± SQUARE FEET) LOT 9 2.159 ACRES (94061± SQUARE FEET) LOT 8 1.834 ACRES (79908± SQUARE FEET)145.90'N52°49'22"E207.72'L=48.79' 55.84'153.71'L = 7 8.53' L35C23N 4 7 ° 2 3 ' 4 4 " W 20 0 . 3 9 '153.08'193.07'L=83.31'S74°26'0 7 " E 379.84'L=151.83'L33 65.26 ' L=45.36'43.00'S78°39'00"W 96.69'N78°34'44" W 274.69'L=220.56'N81°44'38"W 169.44' S79°02'29"E 412.86'79.64'L=95.95'L=72.02'L31 L30 73.38' L=5.10', R=50.00' ∆=005°50'24" N84°39'50"W~5.09'L=218.92'S79°02'29"E 412.86'162.73'C27 LOT 8 1.248 ACRES (54378± SQUARE FEET) LOT 9 1.078 ACRES (46939± SQUARE FEET) LOT 10 1.125 ACRES (49006± SQUARE FEET) LOT 11 1.067 ACRES (46473± SQUARE FEET) LOT 12 1.283 ACRES (55897± SQUARE FEET) LOT 13 1.136 ACRES (49477± SQUARE FEET) LOT 14 1.152 ACRES (50175± SQUARE FEET) LOT 15X 0.203 ACRES (8827± SQUARE FEET) C38 S19°36'50"W224.25'73.03'L = 1 9 7 . 6 2 ' 77.71 'S27°35'38"W212.41'S54°14'50"W 15.01'149.21'L=40.42'S63° 5 8 ' 2 9 " E 201.2 3 'N27°35'38"E212.41'163.2 4 ' L=76.53'126.93'S11°43'30"E 15.67'C39S63° 0 6 ' 2 9 " E 224. 3 9 '31.66'N19°44'29"W100.48'S84°35'53"E 209.44' C 3 7 L=288.90'123.22'S53°54'16"W 17.79'C36L=185.87'S83°23'40"E 323.96' L=31.98'142.90'L29 66.92' L=5.10' S86°33'19"W 169.50'S39°48'09"W187.97'L28L=149.39'L42 L=41.04' 151.12'89.88' DRAINAGE EASEMENT DRAINAGE EASEMENT 15' W.S.E.G.D. BY THIS PLAT 15' UE SEE DETAIL "C" 20' UTILITY EASEMENT 15' W.S.E.G.D.15' W.S.E.G.D.APPROXIMATE SURVEYLINE LOCATION20' DRAINAGE EASEMENT SEE DETAIL "B" DRAINAGE EASEMENT THE UNDERGROUND SANITARY SEWER LINE EASEMENT AGREEMENT VOL. 14713, PG. 310 D.R.T.C.T. HATCHED AREA TO BE ABANDONED BY THIS PLAT LOT 10X 0.408 ACRES (17789± SQUARE FEET)N17°23'03"W314.04'20' WATER EASEMENT BY THIS PLAT SCENIC CIRCLE LOT 1X, BLOCK 8 GLADE COURTLOT 1X, BLOCK 8CYRPE S S WAYPLACID OAKS LANELOT 1X, BLOCK 8OAK G L E N L A N E LOT 1 X , B L O C K 8 MEANDERING WAY DRIVE35.00'70.00'35.00'35.00 ' 35.00'35.00'R=54.50'R=54.50'R=54.50' C5 L=818.51', R=4905.00' ∆=009°33'40" N07°36'49"E~817.56' L=624.15', R=4905.00' ∆=007°17'27" N01°37'48"W~623.73' L36 L37 C2 2 S13°56'03"E196.71'C21N21°00 '22 "W91.56 ' L27 N26°41'18"E190.91'C35N12°51'38"E204.42'C30C29C28N03°59'41"W242.37'C26N70°33'5 0 " E 249.49'N2 8 ° 2 0 ' 5 3 "W 1 1 0 . 5 5 ' N82°41'46"E 272.67' C16 N73°50'30" E 70.56' C17 S78°38'23"E 64.66'L26N 4 6 ° 0 1 ' 2 0 " W 22 0 . 3 4 ' C 1 0N2 9 ° 2 6 ' 1 0 "W 2 3 3 . 1 6 ' S87°35'02"E 278.08'C31 S64° 1 6 ' 2 5 " E 240.9 5 ' C 3 2 S02°13'57"E124.24'C33S15°09'41"E66.87'S89°40'25"W 241.00' L9 L10L11 N12°23'34"E 492.05'C4 L12 L13 C6 N89°58'31"W 100.00' L15 N87°18'53"E 591.26' S89°47'45"W 924.49'C7 S89°57'14"E 1432.35'S00°23'47"W 1425.52'N89°39'37"W 295.73'C1 L1 S59°49'32"W 289.46'L2S02°13'57"E 349.05'L3N87°13'56"W 165.62' L4 L5L6S85°31'36"W 241.18'L7S52°05'59"W 199.66' L8 C2C3 C9 C8C11 C34 S87°13'56"E 165.04' N5 6 ° 3 1 ' 5 3 " W 89. 9 5 ' L=472.86', R=300.00' ∆=090°18'32" RIGHT-OF-WAY DEDICATION 119,649 S.F. BY THIS PLAT (HATCHED AREA) RIGHT-OF-WAY DEDICATION 119,649 S.F. BY THIS PLAT 15' TRI-COUNTY ELECTRIC & WALL MAINTENANCE EASEMENT 15' TRI-COUNTY ELECTRIC & WALL MAINTENANCE EASEMENT SEE DETAIL "C" DRAINAGE EASEMENT THE UNDERGROUND SANITARY SEWER LINE EASEMENT AGREEMENT VOL. 14713, PG. 310 D.R.T.C.T. THE UNDERGROUND SANITARY SEWER LINE EASEMENT AGREEMENT VOL. 14713, PG. 310, D.R.T.C.T. HATCHED AREA TO BE ABANDONED BY THIS PLAT BLOCK 4 BLOCK 5 BLOCK 6 BLOCK 4 BLOCK 6 BLOCK 5 BLOCK 7 BLOCK 7 DRAINAGE EASEMENT 55.44'79.66'103.83'70.08'193.31'N 4 3 ° 0 2 ' 1 0 " W 1 3 4 . 3 0 'N10°35'15"W108.22'S60°24'55"W 90.36'S84°51'36"E 58.05'76.61'N76°41'40 " W 89.20' N31°41'40"W 50.13' N74°01'43" E 2 7 5. 1 8' N59°06'45"E 51.34' N37°40'40"E 65.54'N79°54'20"E 122.07' S4 5 ° 3 7 ' 5 0 " E 2 5 0 . 6 4 ' LOT 4 1.422 ACRES (61933± SQUARE FEET)S00°20'23"W70.00'S32°42'47"W267.85'S63°16'23"E 13.46' L=80.90', R=54.50' ∆=085°02'43" S32°44'14"E~73.67'N00°20'23"E363.93'N89°39'37"W 106.47' 10' UE 10' UE MINIMUM FINISHED FLOOR ELEV. 626.7' MINIMUM FINISHED FLOOR ELEV. 626.7' MINIMUM FINISHED FLOOR ELEV. 626.7' MINIMUM FINISHED FLOOR ELEV. 626.7' MINIMUM FINISHED FLOOR ELEV. 626.7' MINIMUM FINISHED FLOOR ELEV. 626.7' MINIMUM FINISHED FLOOR ELEV. 626.7' MINIMUM FINISHED FLOOR ELEV. 626.7' DOVE ROAD PARCEL 264, PART 3 INST.# D211043543 O.P.R.T.C.T. ELECTRIC EASEMENT TO BE ABANDONED BY THIS PLAT APPROXIMATE LOCATION (NO RECORDED INFORMATION FOUND) x THE UNDERGROUND SANITARY SEWER LINE EASEMENT AGREEMENT VOL. 14713, PG. 310 D.R.T.C.T. LOT 1X , BLOCK 8 10' WIDE UNDERGROUND ELECTRIC EASEMENT TO TRI-COUNTY ELECTRIC INST.# D210231153 O.P.R.T.C.T. PRIVATE OPEN SPACE DRAINAGE EASEMENT INST.# D210231153 O.P.R.T.C.T.20' BUILDING LINEINST.# D210231153O.P.R.T.C.T.4 0 ' BU I LD ING L IN E IN S T . #D2 1 0 2 3 1 1 5 3O. P .R . T .C . T .20' BUILDING LINEINST.# D210231153O.P.R.T.C.T.L14 POLYGON ENTERPRISES, INC. VOLUME 9339, PAGE 1071 D.R.T.C.T. POLYGON ENTERPRISES, INC. VOLUME 9339, PAGE 1071 D.R.T.C.T.TRACT 3THE TOWN OF WESTLAKE, TEXASVOLUME 17035, PAGE 159D.R.T.C.T.CRS N75°40'22"E 104.65' LOT 12 1.910 ACRES 83,185 ±SQUARE FEET N 3 5 ° 5 7 ' 5 1 "W 1 7 8 . 8 2 ' N 3 5 ° 5 7 ' 5 1 "W 8 7 . 7 0 'S16°21'57"E 206.68'S54 ° 5 8 ' 1 0 " E 171 . 6 4 ' S89°39'37"E 93.33' S87°50'46"W 269.11'N00°20'23"E 355.60'S00°20'23"W 328.15'C42 C4315' W.S.E.G.D. BY THIS PLAT 15' W.S.E.G.D. BY THIS PLAT 15' W.S.E.G.D. BY THIS PLAT 15' W.S.E.G.D. BY THIS PLAT 15' W.S.E.G.D. BY THIS PLAT 15' U E 15' U E 6.49' 6.82' 15' W.S.E.G.D. BY THIS PLAT PLACIDOAKS CT.LOT 1X,BLOCK 85' WALL MAINTENANCE EASEMENT 5' WALL MAINTENANCE EASEMENT 5' WALLMAINTENANCEEASEMENTS11°21'37"W 292.92'L=30.01' 30' DRAINAGE EASEMENT SEE DETAIL "A" DRAINAGE EASEMENT DRAINAGE EASEMENT N 4 0 ° 1 9 ' 4 1 "W 8 1 . 2 3 'N38°52'54"E94.67'30.22' RESTRICTED GRADING EASEMENT 57.48'RESTRICTED GRADING EASEMENT 15' UES06°04'34"W 149.66'20'25'45'SEE DETAIL "D" DRAINAGE EASEMENTL=295.72'SEE DETAIL "A" DRAINAGE EASEMENT SEUNG H KIM AND LUCY P KIM INST.# D215285832, O.P.R.T.C.T. BAIJU AND SHUSHAN JACOB INST.# D212193836, O.P.R.T.C.T. NEIL AND GARIMA ZUCKER INST.# D212106437, O.P.R.T.C.T. PAUL R. BEAUCHAMP III AND KERIN BEAUCHAMP INST.# D213169891, O.P.R.T.C.T. MICHAEL K. MAULER AND STEFANIE A. MAULER, TRUSTEES OF THE MICHAEL AND STEFANIE MAULER REVOCABLE TRUST INST.# D216183707, O.P.R.T.C.T. RICHARD AND LEAH RENNHACK VOL. 16840, PG. 269, D.R.T.C.T. S89°58'09"E 519.21'S00°20'23"W 1186.76'50.03' DETAIL DL20L19L18L17 LOT 13, BLOCK 4 DRAINAGE EASEMENT BY THIS PLAT C 4 1 C 4 0 THE UNDERGROUND SANITARY SEWER LINE EASEMENT AGREEMENT VOL.14713, PG. 310 D.R.T.C.T. HATCHED AREA TO BE ABANDONED BY THIS PLATLOT 12, BLOCK 4 20' U.E. BY THIS PLAT DRAINAGE EASEMENT BY THIS PLAT L=15.20'N16°21'57"W 80.69'S79°54'20"W 15.09'DRAINAGE EASEMENT BY THIS PLATLOT 11, BLOCK 4 N87°11'06"W 135.78' S87°11'06"E 99.00'S4 5 ° 3 7 ' 5 0 " E 30 . 1 5 'N16°21'57"W 72.83'S16°21'57"E 61.55'L=20.29', R=69.50' ∆=016°43'28" S65°16'19"W~20.21'15.00'20.00'N59°06'55" E 111.58' S4 5 ° 3 7 ' 4 2 " E 8 3 . 8 4 ' N87°11'06"W 37.58' N 4 5 ° 4 4 ' 0 3 " W 3 6 . 4 3 'S59°06'55"W 98.79' N16°21'57"W 25.84' L47 C44L43 L4 4 C45C46L4 6C4 7 LOT 17 LOT 3 LOT 2 LOT 1X L45N3 1 ° 1 0 ' 0 1 "W 3 8 2 . 9 4 ' S 3 1 ° 0 9 ' 5 1 " E 2 6 3 . 8 1 'S06°04'34"W 108.40'N82°56'01"E 58.60' S89°58'31"E 66.73' LOT 4 DRAINAGE EASEMENT 20.0'25.0'45.0'MNS DRAINAGE EASEMENT 31.47'33.72'CRS L4 8 L49 L5 0 L51 L5 2 L53 L54 L55 L5 6L=35.61'L=111.01'20.00'LOT 196 LOT 10X 40' BUILDING LINE40' SIDE SETBACK (ADJACENT TO ROW)20' SIDE SETBACK20' SIDE SETBACK35' REAR SETBACK 40' BUILDING LINE 35' REAR SETBACK STREETSTREETLOT LOT +1)-B /E 200'100' Scale: 1" = 100' 0 LEGEND OF ABBREVIATIONS United States Survey Feet Texas Coordinate System of 1983, North Central Zone North American Vertical Datum of 1988 Plat Records of Tarrant County, Texas Official Public Records of Tarrant County, Texas Deed Records of Tarrant County, Texas Volume/Page/Instrument Number Point of Beginning/Point of Commencing Easement/Building Line Water, Sewer, Electric, Gas and Duct Bank Easement US.SyFt. TxCS,'83,NCZ NAVD'88 P.R.T.C.T. O.P.R.T.C.T. D.R.T.C.T. VOL/PG/INST# POB/POC ESMT/BL W.S.E.G.D. MONUMENTS / DATUMS / BEARING BASIS 1/2" rebar stamped "JPH Land Surveying" set Mag nail & washer stamped "JPH Land Surveying" set Monuments are found if not marked MNS or CRS. Site benchmark (see vicinity map for general location) Coordinate values, if shown, are US.SyFt./TxCS,'83,NCZ Elevations, if shown, are NAVD'88 Bearings are based on grid north (TxCS,'83,NCZ) CRS MNS TBM JPH Job No. 2016.200.001 Quail Hollow, Westlake - Phase I FINAL PLAT.dwg © 2016 JPH Land Surveying, Inc. - All Rights Reserved 807 Bluebonnet Drive, Suite C Keller, Texas 76248 Telephone (817) 431-4971 www.jphlandsurveying.com TBPLS Firm #10019500 #10194073 #10193867 DFW | Austin | Abilene Drafter: PL Drafter/Revision: JHB 11/18/2016 Drafter/Revision: Drafter/Revision: Drafter/Revision: Drafter/Revision: Drafter/Revision: VICINITY MAP SCALE: 1" = 2000' SITE P.O.B. FINAL PLAT OF THE ESTATES OF QUAIL HOLLOW PHASE I BEING64.203 ACRES SITUATED IN Leroy Boggess Survey, Abstract No. 196 Memucan Hunt Survey, Abstract No. 756 Heirs of Charles M. Throop Survey, Abstract No. 1510 TOWN OF WESTLAKE TARRANT COUNTY, TEXAS SHEET 1 OF 2 THIS PLAT FILED AS DOCUMENT NO.__________________DATE___________ PREPARED ON: OCTOBER 12, 2016 DETAIL "B" NOT TO SCALE DETAIL "C" NOT TO SCALE FLOOD ZONE CLASSIFICATION This property lies within ZONE(S) X of the Flood Insurance Rate Map for Tarrant County, Texas and Incorporated Areas, map no. 48439C0085K, dated 2009/09/25, via scaled map location and graphic plotting and/or the National Flood Hazard Layer (NFHL) Web Map Service (WMS) at http://hazards.fema.gov. TBM TBM DETAIL "A" NOT TO SCALE DETAIL "D" NOT TO SCALE TYPICAL LOT SETBACK DETAIL THE E S T A T E S O F Q U AI L H O L L O W PHAS E II A (PROP O S E D D E V E L O P M E N T) Curve Data Table Curve # C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 C31 C32 C33 C34 C35 C36 C37 C38 C39 C40 C41 C42 C43 C44 C45 C46 C47 Arc 34.13' 87.43' 82.93' 14.22' 29.57' 95.32' 105.10' 48.35' 137.56' 236.45' 258.95' 66.28' 74.39' 64.39' 112.78' 54.09' 72.04' 72.75' 111.98' 43.20' 122.68' 127.18' 102.11' 57.34' 195.19' 31.28' 108.62' 33.72' 30.77' 101.71' 216.56' 78.98' 78.23' 36.20' 67.02' 72.09' 78.69' 68.26' 29.07' 72.75' 15.20' 56.89' 105.47' 113.30' 74.82' 149.27' Radius 60.00' 232.50' 367.50' 1782.50' 1153.14' 1165.14' 229.60' 77.50' 750.00' 500.00' 150.00' 79.50' 54.50' 79.50' 54.50' 350.00' 150.00' 54.50' 54.50' 350.00' 250.00' 54.50' 54.50' 54.50' 150.00' 167.50' 150.00' 150.00' 150.00' 250.00' 200.00' 350.00' 250.00' 150.00' 54.50' 54.50' 54.50' 54.50' 69.50' 54.50' 54.50' 54.50' 54.50' 132.50' 87.50' 99.50' Delta 032°35'38" 021°32'43" 012°55'45" 000°27'26" 001°28'10" 004°41'14" 026°13'43" 035°44'40" 010°30'33" 027°05'43" 098°54'43" 047°46'05" 078°12'16" 046°24'11" 118°34'09" 008°51'16" 027°31'07" 076°29'09" 117°43'35" 007°04'20" 028°07'01" 133°42'15" 107°21'05" 060°17'01" 074°33'32" 010°41'57" 041°29'22" 012°52'53" 011°45'10" 023°18'37" 062°02'29" 012°55'45" 017°55'46" 013°49'40" 070°27'16" 075°47'17" 082°43'19" 071°45'58" 023°57'42" 076°29'09" 015°58'32" 059°48'45" 110°52'37" 048°59'34" 048°59'34" 085°57'21" Chord Bearing N29°43'31"W S81°59'43"W N08°41'49"W N12°09'51"E S81°27'38"E S84°32'20"E N76°30'49"W N28°09'00"W N51°16'36"W N42°59'01"W N21°06'28"E N44°04'21"W S32°06'38"E N03°00'48"E N66°16'34"E N78°16'08"E N87°36'04"E N40°23'49"W S47°30'10"E N17°28'12"W N27°59'33"W N24°14'52"W S83°43'12"E S00°05'51"W N33°17'04"E N01°21'17"E N16°45'00"E N31°03'14"E N18°44'13"E S75°55'44"E S33°15'11"E S08°41'49"E N83°48'11"E N19°46'28"E S40°37'45"W S32°29'31"E S68°15'11"W S08°59'28"E S41°05'11"E N40°23'49"W N65°38'47"E S27°45'08"W S15°46'27"E S03°51'06"E N03°51'06"W N23°19'13"W Chord 33.67' 86.91' 82.75' 14.22' 29.57' 95.29' 104.19' 47.57' 137.37' 234.25' 227.97' 64.38' 68.75' 62.64' 93.71' 54.04' 71.35' 67.47' 93.30' 43.17' 121.46' 100.22' 87.82' 54.73' 181.71' 31.23' 106.26' 33.65' 30.71' 101.01' 206.14' 78.81' 77.91' 36.11' 62.87' 66.95' 72.03' 63.89' 28.85' 67.47' 15.15' 54.35' 89.76' 109.88' 72.56' 135.66' Line Data Table Line # L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L17 L18 L19 L20 L26 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 L40 L41 L42 L43 L44 L45 L46 L47 L48 L49 L50 L51 L52 L53 L54 L55 L56 Distance 82.18' 106.12' 35.00' 44.98' 39.94' 51.21' 97.00' 124.24' 117.45' 70.00' 117.44' 55.84' 12.00' 103.53' 100.77' 21.12' 16.00' 19.33' 18.04' 37.00' 10.00' 10.72' 12.80' 15.37' 5.92' 13.35' 15.17' 14.33' 17.16' 8.69' 21.48' 16.43' 14.26' 9.50' 185.79' 18.26' 18.26' 34.96' 45.00' 25.37' 2.36' 118.86' 36.31' 55.19' 38.90' 124.81' 7.32' 9.47' 12.05' 104.06' Bearing N46°01'20"W S12°00'22"E S01°48'51"W N18°46'39"W N15°09'41"W N02°13'57"W S20°12'24"W S74°43'50"W S87°35'02"E N02°24'58"E N87°35'02"W S80°43'33"E S07°48'17"W N88°11'47"E N82°56'01"E N87°50'46"E S02°09'14"E S87°50'46"W S28°38'03"W S11°21'37"W N63°18'42"W N26°47'27"E N37°21'42"W S52°38'18"W S12°51'38"W N35°16'36"W N19°40'23"E N65°13'16"W N65°26'27"W N47°56'56"E N42°03'04"W S00°45'39"W S34°06'16"E S11°21'37"W N16°21'57"W S73°14'22"E S52°24'45"E S28°20'53"E N69°21'20"W N28°20'53"W N52°24'45"W S48°19'27"E S81°44'38"E N48°19'27"W S17°23'03"E N48°19'27"W N85°25'32"W S85°24'50"E S04°34'28"W S48°19'27"E +1)-B /E JPH Job No. 2016.200.001 Quail Hollow, Westlake - Phase I FINAL PLAT.dwg © 2016 JPH Land Surveying, Inc. - All Rights Reserved 807 Bluebonnet Drive, Suite C Keller, Texas 76248 Telephone (817) 431-4971 www.jphlandsurveying.com TBPLS Firm #10019500 #10194073 #10193867 DFW | Austin | Abilene APPROVED BY THE TOWN COUNCIL OF WESTLAKE, TEXAS ON THIS THE_____DAY OF _________________, 2016. ATTEST: ______________________ _______________________ MAYOR TOWN SECRETARY NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT,____________________ does hereby adopt this plat, designating the herein above described property as ________________________________________________________, an reserved for the purposes indicated. The utility and fire lane easements shall be open to the public, fire and police units, garbage and rubbish collection agencies and the public and private utilities specifically approved by the Town of Westlake for the use of a particular easement. The maintenance of paving or any other surfaces on the utility and fire lane easements is the sole responsibility of the property owner. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed, reconstructed or placed upon, over or across the easements as shown. Said easements being hereby reserved for mutual use and accommodation of all public utilities specifically approved by the Town of Westlake. Any public utility specifically approved by the Town of Westlake to use a particular easement shall have the right to remove and keep removed all or part of any buildings, fences, trees, shrubs or other improvements or growths which in any way may endanger or interfere with the construction maintenance, or efficiency of its system on the easement and that public utility shall at all times have the right of ingress and egress to or from and upon the easement for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or part of its system, subject to complying with all ordinances, rules, regulations and resolutions of the Town of Westalake, Texas. The Town of Westlake, Texas, and the public utility shall have the right of ingress and egress to private property for the purpose of reading meters, maintenance and service required or ordinarily performed by that utility. Water main and wastewater easements shall also include additional area of working space for construction and maintenance of the systems. Additional area is also conveyed for installation and maintenance of manholes, cleanouts, fire hydrants, water services and wastewater services from the main to the curb or pavement line. Descriptions of these additional easements herein granted shall be determined by their locations as installed. This plat approved subject to all platting ordinances, rules, regulations, and resolutions of the Town of Westlake, Tarrant County, Texas. WITNESS, my hand, this the_________ day of _______________, 2016. ________________________ Signature STATE OF TEXAS § COUNTY OF __________ § BEFORE ME, the undersigned notary public, State of Texas, on this day personally appeared ___________________, known to be the person whose name is subscribed to the foregoing instrument and who acknowledged to me that he executed the same for the purposes and considerations expressed therein. Given under my hand and seal of office this ____ day of ________________________, 2016. _________________________________ Notary Public, State of Texas REVIEWED BY: _______________________________ TOWN ATTORNEY _______________________________ TOWN ENGINEER Surveyor's Certification I, Eric Zollinger, a Registered Professional Land Surveyor in the State of Texas, hereby state, to the best of my knowledge and belief, this plat hereby represents an on-the-ground survey performed by me and all the property corners are marked as indicated. PRELIMINARY: THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT. ~RELEASED FOR REVIEW TO THE TOWN OF WESTLAKE ON AUGUST 04, 2016. ~RELEASED FOR REVIEW TO THE TOWN OF WESTLAKE ON OCTOBER 12, 2016. Eric Zollinger Registered Professional Land Surveyor No. 6357 Email: eric@jphls.com STATE OF TEXAS § COUNTY OF __________ § WHEREAS, Polygon Enterprises, Inc. according to the deeds recorded in Volume 9339, Page 1071, and Volume 14573, Page 300, of the Deed Records of Tarrant County, Texas, and Roland Stene Arthur according to the deed recorded in Volume 10152, Page 1991, of the Deed Records of Tarrant County, Texas, are the owners of that certain tract situated in the Leroy Boggess Survey, Abstract No. 196, the Memucan Hunt Survey, Abstract No. 756, and the Heirs of Charles M. Throop Survey, Abstract No. 1510, Town of Westlake, Tarrant County, Texas; the herein described tract being a portion of said tracts to Polygon Enterprises, Inc., and a portion of said tract to Roland Stene Arthur; the subject tract being more particularly described as follows: Beginning at a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the northeast corner of the tract described in the deed to Polygon Enterprises, Inc. recorded in Volume 9339, Page 1071, of the Deed Records of Tarrant County, Texas; THENCE SOUTH 00 degrees 23 minutes 47 seconds WEST, with the east line of the Polygon Enterprises, Inc. tract, a distance of 1,425.52 feet to a Mag nail with a metal washer stamped "JPH Land Surveying" set; THENCE through the interior of the tracts described in the deeds to Polygon Enterprises, Inc. recorded in Volume 9339, Page 1071, and Volume 14573, Page 300, of the Deed Records of Tarrant County, Texas, and Roland Stene Arthur recorded in Volume 10152, Page 1991, of the Deed Records of Tarrant County, Texas, the following calls: 1. NORTH 89 degrees 39 minutes 37 seconds WEST, a distance of 295.73 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the beginning of a non-tangent curve concave to the southwest (curve to the left) having a radius of 60.00 feet; 2. NORTHWESTERLY with the arc of said non-tangent curve, an arc length of 34.13 feet (a chord bearing of NORTH 29 degrees 43 minutes 31 seconds WEST, a chord distance of 33.67 feet, a delta angle of 32 degrees 35 minutes 38 seconds) to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the end of said non-tangent curve; 3. NORTH 46 degrees 01 minutes 20 seconds WEST, a distance of 82.18 feet to a Mag nail with a metal washer stamped "JPH Land Surveying" set; 4. SOUTH 59 degrees 49 minutes 32 seconds WEST, a distance of 289.46 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 5. SOUTH 12 degrees 00 minutes 22 seconds EAST, a distance of 106.12 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 6. SOUTH 02 degrees 13 minutes 57 seconds EAST, a distance of 349.05 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 7. SOUTH 01 degree 48 minutes 51 seconds WEST, a distance of 35.00 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 8. NORTH 87 degrees 13 minutes 56 seconds WEST, a distance of 165.62 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the beginning of a tangent curve concave to the south (curve to the left) having a radius of 232.50 feet; 9. WESTERLY with the arc of said tangent curve, an arc length of 87.43 feet (a chord bearing of SOUTH 81 degrees 59 minutes 43 seconds WEST, a chord distance of 86.91 feet, a delta angle of 21 degrees 32 minutes 43 seconds) to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 10. NORTH 18 degrees 46 minutes 39 seconds WEST, a distance of 44.98 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 11. NORTH 15 degrees 09 minutes 41 seconds WEST, a distance of 39.94 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the beginning of a tangent curve concave to the east (curve to the right) having a radius of 367.50 feet; 12. NORTHERLY with the arc of said tangent curve, an arc length of 82.93 feet (a chord bearing of NORTH 08 degrees 41 minutes 49 seconds WEST, a chord distance of 82.75 feet, a delta angle of 12 degrees 55 minutes 45 seconds) to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the point of tangency of said curve; 13. NORTH 02 degrees 13 minutes 57 seconds WEST, a distance of 51.21 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 14. SOUTH 85 degrees 31 minutes 36 seconds WEST, a distance of 241.18 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 15. SOUTH 20 degrees 12 minutes 24 seconds WEST, a distance of 97.00 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 16. SOUTH 52 degrees 05 minutes 59 seconds WEST, a distance of 199.66 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 17. SOUTH 74 degrees 43 minutes 50 seconds WEST, a distance of 124.24 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 18. SOUTH 89 degrees 40 minutes 25 seconds WEST, a distance of 241.00 feet to a Mag nail with a metal washer stamped "JPH Land Surveying" set on the curved west right of way of Davis Boulevard, said curve being concave to the east (curve to the right) having a radius of 4,905.00 feet; THENCE with the east right of way of Davis Boulevard, as described in the deeds to the Town of Westlake in Volume 17035, Page 159 and Volume 1499, Page 363 of the Deed Records of Tarrant County, Texas and the judgement to Tarrant County recorded under Instrument Number D211043543 of the Official Public Records of Tarrant County, Texas, the following calls: 1. NORTHERLY with the arc of the said curve, an arc length of 624.15 feet (a chord bearing of NORTH 01 degree 37 minutes 48 seconds WEST, a chord distance of 623.73 feet, a delta angle of 07 degrees 17 minutes 27 seconds) to a Mag nail with a metal washer stamped "JPH Land Surveying” set; 2. SOUTH 87 degrees 35 minutes 02 seconds EAST, a distance of 117.45 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 3. NORTH 02 degrees 24 minutes 58 seconds EAST, a distance of 70.00 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 4. NORTH 87 degrees 35 minutes 02 seconds WEST, a distance of 117.44 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set on the curved west right of way of Davis Boulevard, having a radius of 4,905.00 feet; 5. NORTHERLY with the arc of said curve, an arc length of 818.51 feet (a chord bearing of NORTH 07 degrees 36 minutes 49 seconds EAST, a chord distance of 817.56 feet, a delta angle of 09 degrees 33 minutes 40 seconds) to a 5/8 inch rebar found at the point of tangency said curve; 6. NORTH 12 degrees 23 minutes 34 seconds EAST, passing at a distance of 193.07 feet a found 5/8 inch capped rebar stamped “Carter & Burgess”, and continuing on said course, a total distance of 492.05 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the beginning of a non-tangent curve concave to the northwest (curve to the left) having a radius of 1,782.50 feet; 7. NORTHERLY with the arc of the said non-tangent curve, an arc length of 14.22 feet (a chord bearing of NORTH 12 degrees 09 minutes 51 seconds EAST, a chord distance of 14.22 feet) to a Mag nail with a metal washer stamped "JPH Land Surveying" set at the end of said curve in the south line of Dove Road; THENCE with the south line of Dove Road, as described in the judgement recorded under Instrument Number D211043543 of the Official Public Records of Tarrant County, Texas, the following calls: 1. SOUTH 80 degrees 43 minutes 33 seconds EAST, a distance of 55.84 feet to the beginning of a non-tangent curve concave to the north (curve to the left) having a radius of 1,153.14 feet; 2. EASTERLY with the arc of the said non-tangent curve, an arc length of 29.57 feet (a chord bearing of SOUTH 81 degrees 27 minutes 38 seconds EAST, a chord distance of 29.57 feet, a delta angle of 01 degrees 28 minutes 10 seconds) to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the end of the curve; 3. SOUTH 07 degrees 48 minutes 17 seconds WEST, a distance of 12.00 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the beginning of a non-tangent curve concave to the north (curve to left) having a radius of 1,165.14 feet; 4. EASTERLY with the arc of the said non-tangent curve, an arc length of 95.32 feet (a chord bearing of SOUTH 84 degrees 32 minutes 20 seconds EAST, a chord distance of 95.29 feet, a delta angle of 04 degrees 41 minutes 14 seconds) to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the end of said curve; 5. NORTH 88 degrees 11 minutes 47 seconds EAST, a distance of 103.53 feet (monument could not be set); 6. NORTH 89 degrees 58 minutes 31 seconds WEST, a distance of 100.00 feet (monument could not be set); 7. NORTH 82 degrees 56 minutes 01 second EAST, a distance of 100.77 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 8. NORTH 87 degrees 18 minutes 53 seconds EAST, a distance of 591.26 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set in Dove Road; THENCE in Dove Road, west and then east, the following calls: 1. SOUTH 89 degrees 47 minutes 45 seconds WEST, a distance of 924.49 feet to a Mag nail with a metal washer stamped "JPH Land Surveying" set at the beginning of a non-tangent curve concave to the northeast (curve to the right) having a radius of 229.60 feet; 2. NORTHWESTERLY with the arc of the said curve, an arc length of 105.10 feet (a chord bearing of NORTH 76 degrees 30 minutes 49 seconds WEST, a chord distance of 104.19 feet, a delta angle of 26 degrees 13 minutes 43 seconds) to a Mag nail with a metal washer stamped "JPH Land Surveying" set at the end of said curve on the north line of the tract described in the deed to Polygon Enterprises, Inc. recorded in Volume 9339, Page 1071 of the Deed Records of Tarrant County, Texas; 3. SOUTH 89 degrees 57 minutes 14 seconds EAST, with the north line of the said Polygon Enterprises, Inc. tract, a distance of 1,432.35 feet returning to the Point of Beginning and enclosing 64.203 acres (2,796,693 square feet more or less). SURVEYOR'S NOTES: 1. This survey was performed with the benefit of a commitment for title insurance provided by Alamo Title Insurance, Commitment No. 6000181600323, and GF Number atd-18-6000181600323-SL effective March 31, 2016 and issued April 15, 2016. Complete copies of the record description of the property, any record easements benefiting the property, the record easements or servitudes and covenants affecting the property ("Record Documents"), documents of record referred to in the Record Documents, and any other documents containing desired appropriate information affecting the property being surveyed and to which the survey shall make reference were not provided to this surveyor for notation on the survey except for those items listed within Schedule B of said commitment. Therefore, easements, agreements, or other documents, either recorded, or unrecorded may exist that affect the subject property that are not shown on this survey. 2. The site benchmark is a mag nail set in concrete near the face of curb on the south end of median approximately 1366 feet south of the intersection of Davis Boulevard and Dove Road. The benchmark has the following values X = 2,371,356.00'| Y =7,039,974.15' (Texas Coordinate System of 1983, Central Zone) | Z = 675.07' (NAVD'88). 3. The site benchmark is a mag nail set approximately 40 feet east of the centerline of Dove road, said mag nail being approximately 225 north of the intersection of Hidden Spring Court and Dove Road. The benchmark has the following values X = 2,373,155.14'| Y =7,039,995.61' (Texas Coordinate System of 1983, Central Zone) | Z = 615.54' (NAVD'88). 4. The private road easement shall be open to emergency services units, solid waste collection agencies and utilities specifically approved by the Town of Westlake. The surface maintenance shall be responsibility of either the property owner or homeowners association no buildings, fences, trees, shrubs or other improvements or growths, constructed, reconstructed or placed upon or across the easement. 5. No easements will be allowed by separate instrument without written approval from the Town of Westlake. 6. Easements shown within the bounds of this plat without recording information are hereby dedicated by this plat. 7. "X-LOTS" are to be owned and maintained by the Homeowners Association 8. Any proposed grading within a restricted grading easement shown on this plat must designed and sealed by a licensed civil engineer and approved by an independent third-party civil engineering consultant hired by the Quail Hollow Home Owner's Association and/or Architectural Review Board prior to construction. Any submitted design shall include a statement that the proposed improvements do not negatively impact the integrity or performance of the existing dam. Any improvements made within this easement without prior authorization may be removed and the dam restored to original or better condition at the homeowner's sole expense. FINAL PLAT OF THE ESTATES OF QUAIL HOLLOW PHASE I BEING64.203 ACRES SITUATED IN Leroy Boggess Survey, Abstract No. 196 Memucan Hunt Survey, Abstract No. 756 Heirs of Charles M. Throop Survey, Abstract No. 1510 TOWN OF WESTLAKE TARRANT COUNTY, TEXAS SHEET 2 OF 2 THIS PLAT FILED AS DOCUMENT NO._______________________DATE_________ PREPARED ON: OCTOBER, 12 2016 APPROVED BY THE PLANNING & ZONING COMMISSION OF WESTLAKE, TEXAS ON THIS THE_____DAY OF ____________, 2016. ATTEST: ______________________ _______________________ CHAIRMAN TOWN SECRETARY ENGINEER DEOTTE, INC. 420 JOHNSON RD. SUITE 303 KELLER, TEXAS 76248 817.337.8899 WWW.DEOTTE.COM Tri-County Electric Cooperative approves the location and abandonment of the electric easements shown on this plat ______________________________________________ Tri-County Electric Representative Date DEVELOPER ELLIOTT CAPITAL 935 W. DOVE SOUTHLAKE, TX 76092 214.435.3570 OWNER POLYGON ENTERPRISES 1755 DOVE RD. WESTLAKE, TX 76262 CONTACT: ROLAND ARTHUR 817.917.6042 L17L25L26L9 L31 LOT 7 1.272 ACRES (55430± SQUARE FEET) MNS CRS CRS CRS CRS CRS MNS MNS CRS CRS BLOCK EGLENWYCK FARMSCABINET A, SLIDES 5814 & 5815P.R.T.C.T.LOT 1 LOT 3 L O T 1 L O T 2 8 HIDDEN SPRING COURT B L O C K F G L E N W Y C K F A R M S C A B I N E T A , S L I D E S 5 8 1 4 & 5 8 1 5 P. R . T . C . T . TRACT 2 THE SPECIAL WARRANTY DEED VOL. 14573, PG. 300 D.R.T.C.T. THE UNDERGROUND SANITARY SEWER LINE EASEMENT AGREEMENT VOL. 14616, PG. 97 D.R.T.C.T. UNDERGROUND SANITARY SEWER LINE EASEMENT AGREEMENT VOL. 14713, PG. 310 D.R.T.C.T. PARCEL 264, PART 2 INST.# D211043543 O.P.R.T.C.T. PARCEL 264, PART 3 INST.# D211043543 O.P.R.T.C.T. PARCEL 264, PART 5 INST.# D211043543 O.P.R.T.C.T.W. DOVE ROADAPPROXIMATE SURVEY LINE LOCATION Leroy Boggess SurveyAbstract No. 196LOT 1, BLOCK A ROLAND ARTHUR ESTATE INST.# D210231153 O.P.R.T.C.T. LOT 1 1.096 ACRES (47755± SQUARE FEET) LOT 2 1.072 ACRES (46697± SQUARE FEET) LOT 3 1.014 ACRES (44182± SQUARE FEET) S89°39'37"E 272.09'C39C38N89°39'37"W 250.97'L=111.21'64.36'N02°03'48"E 19.77'L=35.14'128.60'N22°54'28"E 19.54' C36 S00°20'23"W178.21'C37 N89°39'37"W 250.97' LOT 8 1.082 ACRES (47115± SQUARE FEET) LOT 9 1.015 ACRES (44192± SQUARE FEET) LOT 10 1.270 ACRES (55330± SQUARE FEET) 68.84'L =41.89 '134.58' N44°12'59"E 13.49'186.06'S87°46'03"W 250.68' N87°46'03"E 271.63'L=156.75'17.86' S87°46'03"W 250.68' N87°46'03"E 271.63'127.43'82 . 1 8 ' LOT 6 1.048 ACRES (45636± SQUARE FEET) L56 L =112.07' S84°04'19"W 169.40' L=36.07'L=88.54'L=252.64'L57 L=109.73' L58 L59 L=144.80'S02°50'54"E174.89'L=86.1 7 ' L54 L=70.38'L=131.76'N 4 1 ° 5 1 ' 1 8 "W 23 0 . 5 0 ' S 4 1 ° 2 1 ' 4 7 " E 2 2 9 . 1 5 ' LOT 22 1.328 ACRES (57857± SQUARE FEET) LOT 24 1.113 ACRES (48461± SQUARE FEET) LOT 25 1.069 ACRES (46564± SQUARE FEET)L=86.74'L=261.15'134.53'N 3 6 ° 3 3 ' 0 0 "W 2 4 2 . 1 4 ' L =7 2 .7 6 'S15°09'41"E239.44'163.56'N02°46'04"E244.11'75.34'L =4 2.4 8'68.26' N85°28'43"W 190.40' LOT 23 1.026 ACRES (44698± SQUARE FEET)S15°09'41"E239.44'142.16'N 3 6 ° 3 3 ' 0 0 "W 2 4 2 . 1 4 'L=125.35'L=13.00' 165.62' N 3 6 ° 3 3 ' 0 0 "W 2 4 2 . 1 4 ' 8.48'L=93.00'LOT 5 1.253 ACRES (54599± SQUARE FEET) MEADOW VIEW COURT MEANDERINGWAY DRIVECYPRESS WAYQUAIL HOLLOW DRIVE BLOCK 7 BLOCK 3 BLOCK 4 BLOCK 6 35. 0 '35.0'R54.5' 35.0' RIGHT OF WAY DEDICATION BY THIS PLAT 17,162 SQUARE FEET SHADED AREA N00°23'47"E1425.52'15' W.S.E.G.D. BY THIS PLAT 15' W.S.E.G.D. BY THIS PLAT 15' W.S.E.G.D. BY THIS PLAT APPROXIMATE LOCATION OF ELECTRIC EASEMENT TO BE ABANDONED BY THIS PLAT (NO RECORDED DOCUMENT FOUND) LOT 1X 0.26 ACRES (11,508 ±SQUARE FEET) LOT 9X 0.233 ACRES (10,168 ±SQUARE FEET) LOT 4 1.234 ACRES (53753± SQUARE FEET)L28N02°13'57"W 349.05'L27 LOT 3 1.177 ACRES (51291± SQUARE FEET)206.48'106.75'B F E 6 0 6 ' B F E 6 1 0 ' B F E 6 1 1 ' B F E 6 2 9 ' PRIVATE OPEN SPACE DRAINAGE EASEMENT INST.# D210231153 O.P.R.T.C.T. 10' WIDE UNDERGROUND ELECTRIC EASEMENT TO TRI-COUNTY ELECTRIC INST.# D210231153 O.P.R.T.C.T. PRIVATE OPEN SPACE DRAINAGE EASEMENT INST.# D210231153 O.P.R.T.C.T.20' BUILDING LINEINST.# D210231153O.P.R.T.C.T.20' BUILDING LINEINST.# D210231153O.P.R.T.C.T.40' BUIL DI N G LI N E INST.# D 2 1 0 2 3 1 1 5 3 O.P.R.T.C. T.40' BUILDING LINEINST.# D210231153O.P.R.T.C.T.4 0 ' B L IN S T . # D 2 1 0 2 3 1 1 5 3O. P .R . T . C . T .20' BUILDING LINEINST.# D210231153O.P.R.T.C.T.ZONE XZONE AE Josiah Walker SurveyAbstract No. 1604Heirs of Charles M. Throop Survey, Abstract No. 1510 APPROXIMATE SURVEY LINE LOCATION William H. Martin Survey, Abstract No. 1068LOT1X, BLOCK 8LOT1X, BLOCK 8 LOT1X, BLOCK 8 LOT1X, BLOCK 8POLYGON ENTERPRISES, INC. VOLUME 9339, PAGE 1071 D.R.T.C.T. POLYGON ENTERPRISES, INC. VOL. 9339, PG. 1071 D.R.T.C.T. CRS TRACT 2THE TOWN OF WESTLAKE, TEXASVOL. 17035, PG. 159D.R.T.C.T.TRACT 3THE TOWN OF WESTLAKE, TEXASVOL. 17035, PG. 159 D.R.T.C.T.15' TRI-COUNTY ELECTRIC & WALL MAINTENANCE EASEMENTTRACT 2POLYGON ENTERPRISES, INC.VOL. 14573, PG. 300D.R.T.C.T.S14°04'14"W214.46'L55 L=123.33'L=195.78'L54 L53 L=48.20'36.69'LOT 2 1.170 ACRES (50,986 ±SQUARE FEET) L40 C24 L41 L42C25L43C26C23 C22C19L37C19L36L35C18 L34 C10 C11 L30 C12 C1 3 L32C14L33 C15C16 C17 L39 C20 L38 CENTER LINE C21N00°43'02"W 777.55'S67°38'4 4" W 3 4 7. 6 6'S34°56'13"W 244.23'S00°43'02"E 575.19'S52°34'23"W 242.00'C1L4 L3L2L1 S89°39'37"E 295.73' C9 L2 9 N59°49'32" E 289.46' S87°13'56"E 165.62'C8 C7L24N85°31'36"E 241.18'L23N52°05'59"E 199.66'L22 N89°40'25"E 241.00' L=288.70', R=4905.00' ∆=003°22'21" S06°57'41"E~288.66'N08°38'52"W 240.80'L2 1 L20 L19L18 L16L15 L14C6 L13 L12C5 C4 L11 L10 L8 L7 L6C3L5 C2 N88°15'43"W 215.60'S49°45'36"W 276.69' N85°28'43"W 159.82'OLD LOT LINE172.50'176.55'34.32'S01°48'04"W 251.60'S88°11'56"E 27.65'C40N70°1 1 ' 5 0 " W 1 5 3 . 7 1 ' S78°55'24"W 78.54' S38°52'11"W 28.85'S02°03'48"W187.43'S27°25'39"W 14.72'L=79.49 'L=14.95'L=75.44'70.04'707.51'L=20.15' ROLAND ARTHUR INST.# D210135810 O.P.R.T.C.T. CRS 3.74' 5' WALL MAINTENANCE EASEMENT 5' WALL MAINTENANCE EASEMENT 15' W.S.E.G.D. BY THIS PLAT 50.03'64.38'LOT 1R RICHARD AND LEAH RENNHACK VOL. 16840, PG. 269, D.R.T.C.T. RYAN AND MELISSAH MOORE INST.# D211231475, O.P.R.T.C.T. OWNER:TOWN OF WESTLAKE CRS N: 7041278.98 E: 2373123.70 L47 C27 C28 L4 6 L45C 2 9 C3 0 L44 C31 C32 C35 C34 L51 C34 L52 C33 C29 L48 C30 L49 L50 LOT 3 LOT 2 LOT 1X LOT 9X 11.32' 15' W.S.E.G.D. BY THIS PLAT 15' W.S.E.G.D. BY THIS PLAT CENTER LINECENTER LINELOT 1X, BLOCK 8 CRS CRS CRS CRS CRS CRS CRS CRSCRS CRS CRSCRSCRS CRS CRS CRS CRS CRSCRS CRS L=27.36'L=19.34' C10 C11 L30 C12 C13 L31 L32C14L33 C15C16 C17 L34 C18 L35 L36C19L 6 L7L8L9 L 1 0 L11 C4C5 L12L13 C6L14 L15L16L17L18L19L20 L2 1 C3L34 L31C13 L32 12.25'34.32'1.0'1.0' 40' BUILDING LINE40' SIDE SETBACK (ADJACENT TO ROW)20' SIDE SETBACK20' SIDE SETBACK35' REAR SETBACK 40' BUILDING LINE 35' REAR SETBACK STREETSTREETLOT LOT +1)-B /E 200'100' Scale: 1" = 100' 0 MONUMENTS / DATUMS / BEARING BASIS 1/2" rebar stamped "JPH Land Surveying" set Mag nail & washer stamped "JPH Land Surveying" set Site benchmark (see vicinity map for general location) Coordinate values, if shown, are US.SyFt./TxCS,'83,NCZ Elevations, if shown, are NAVD'88 Bearings are based on grid north (TxCS,'83,NCZ) CRS MNS TBM JPH Job No. 2016.200.001 Quail Hollow, Westlake - Phase II A FINAL PLAT.dwg © 2016 JPH Land Surveying, Inc. - All Rights Reserved 807 Bluebonnet Drive, Suite C Keller, Texas 76248 Telephone (817) 431-4971 www.jphlandsurveying.com TBPLS Firm #10019500 #10194073 #10193867 DFW | Austin | Abilene LEGEND OF ABBREVIATIONS United States Survey Feet Texas Coordinate System of 1983, North Central Zone North American Vertical Datum of 1988 Plat Records of Tarrant County, Texas Official Public Records of Tarrant County, Texas Deed Records of Tarrant County, Texas Volume/Page/Instrument Number Point of Beginning/Point of Commencing Easement/Building Line Base Flood Elevation Graphically Depicted per FEMA Map Water, Sewer, Electric, Gas and Duct Bank Easement US.SyFt. TxCS,'83,NCZ NAVD'88 P.R.T.C.T. O.P.R.T.C.T. D.R.T.C.T. VOL/PG/INST# POB/POC ESMT/BL BFE W.S.E.G.D. VICINITY MAP SCALE: 1" = 2000' SITE FINAL PLAT OF THE ESTATES OF QUAIL HOLLOW PHASE II A BEING30.276 ACRES SITUATED IN Leroy Boggess Survey, Abstract No. 196 Heirs of Charles M. Throop Survey, Abstract No. 1510 Josiah Walker Survey, Abstract No. 1604 William H. Martin Survey, Abstract No. 1068 BEING A REPLAT OF LOT 1, BLOCK A, ROLAND ARTHUR ESTATE TOWN OF WESTLAKE TARRANT COUNTY, TEXAS SHEET 1 OF 2 THIS PLAT IS FILED AS DOCUMENT NO.______________________DATE________ PREPARED ON: OCTOBER 12, 2016 P.O.B.Drafter: PL Drafter/Revision: JHB 11/18/2016 Drafter/Revision: Drafter/Revision: Drafter/Revision: Drafter/Revision: Drafter/Revision: TBM TBM FLOOD ZONE CLASSIFICATION This property lies within ZONE(S) X of the Flood Insurance Rate Map for Tarrant County, Texas and Incorporated Areas, map no. 48439C0085K, dated 2009/09/25, via scaled map location and graphic plotting and/or the National Flood Hazard Layer (NFHL) Web Map Service (WMS) at http://hazards.fema.gov. DETAIL "A" N.T.S. (SEE SHEET 2 OF 2 FOR LINE AND CURVE TABLE) SEE DETAIL "A" DETAIL "B" N.T.S. (SEE SHEET 2 OF 2 FOR LINE AND CURVE TABLE) DETAIL "C" N.T.S. TYPICAL LOT SETBACK DETAIL STREET NAME CHANGE HERE THE E S T A T E S O F Q U AI L H O L L O W PHAS E I(PROP O S E D D E V E L O P M E N T) ENGINEER DEOTTE, INC. 420 JOHNSON RD. SUITE 303 KELLER, TEXAS 76248 817.337.8899 WWW.DEOTTE.COM DEVELOPER ELLIOTT CAPITAL 935 W. DOVE SOUTHLAKE, TX 76092 214.435.3570 OWNER POLYGON ENTERPRISES 1755 DOVE RD. WESTLAKE, TX 76262 CONTACT: ROLAND ARTHUR 817.917.6042 DENOTES STREET NAME CHANGE Curve Data Table Curve # C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 C31 C32 C33 C34 C35 C36 C37 C38 C39 C40 Arc 183.39' 15.59' 211.98' 46.71' 28.47' 7.75' 82.93' 87.43' 34.13' 68.99' 67.78' 87.77' 60.60' 44.69' 29.60' 119.97' 66.76' 21.57' 231.39' 116.53' 297.57' 13.98' 84.22' 42.19' 151.86' 33.74' 62.91' 22.05' 26.25' 24.91' 84.22' 7.05' 18.23' 36.78' 122.76' 19.21' 16.79' 152.89' 54.29' 126.14' Radius 541.28' 232.50' 517.50' 95.50' 351.80' 100.00' 367.50' 232.50' 60.00' 52.00' 68.00' 88.00' 62.00' 92.00' 68.00' 335.30' 62.01' 113.00' 500.00' 300.00' 250.00' 250.00' 250.00' 2500.00' 482.50' 77.50' 101.55' 85.93' 45.50' 130.50' 84.50' 35.50' 95.50' 84.50' 351.80' 54.50' 533.28' 533.28' 54.50' 54.50' Delta 019°24'46" 003°50'35" 023°28'12" 028°01'20" 004°38'12" 004°26'26" 012°55'45" 021°32'43" 032°35'38" 076°01'15" 057°06'29" 057°08'44" 056°00'15" 027°49'46" 024°56'12" 020°30'01" 061°41'11" 010°56'09" 026°30'54" 022°15'21" 068°11'56" 003°12'11" 019°18'09" 000°58'01" 018°01'57" 024°56'31" 035°29'37" 014°42'14" 033°03'11" 010°56'09" 057°06'29" 011°22'16" 010°56'09" 024°56'12" 019°59'35" 020°11'41" 001°48'14" 016°25'35" 057°04'25" 132°36'27" Chord Bearing S27°53'49"E S09°33'09"E S00°15'39"W N88°58'12"W S79°20'13"W S79°07'55"W S08°41'49"E N81°59'43"E S29°43'31"E N73°51'59"E N64°24'36"E S58°27'48"E S57°53'34"E S80°11'26"W S78°44'39"W N78°32'14"W S80°52'03"W S80°25'37"E N01°47'00"E N74°07'45"W S22°37'31"W N50°19'07"E N61°34'17"E S87°42'56"E N05°38'53"E N02°11'36"E S83°38'45"E S59°26'57"E S69°22'06"E S80°25'37"E S64°24'36"W S41°32'29"W S80°25'37"E S78°44'39"W S78°47'27"E N19°52'58"E S00°33'44"E N09°40'38"W N22°33'51"W N72°16'35"E Chord 182.52' 15.59' 210.50' 46.24' 28.46' 7.75' 82.75' 86.91' 33.67' 64.04' 65.01' 84.18' 58.22' 44.25' 29.36' 119.33' 63.58' 21.53' 229.33' 115.80' 280.32' 13.97' 83.82' 42.19' 151.23' 33.47' 61.90' 21.99' 25.89' 24.87' 80.78' 7.03' 18.20' 36.49' 122.14' 19.11' 16.79' 152.36' 52.07' 99.81' Line Data Table Line # L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 Distance 20.01' 190.10' 99.48' 72.86' 36.69' 14.45' 35.00' 14.14' 35.00' 14.36' 40.00' 16.92' 90.96' 29.30' 97.99' 33.48' 51.05' 34.47' 63.01' 34.54' 51.76' 124.24' 97.00' 51.21' 39.94' 44.98' 35.00' 106.12' 82.18' 37.76' 2.00' Bearing S00°23'47"W S00°23'47"W S15°54'43"E S52°34'23"W S11°28'27"E S31°12'17"E S14°33'23"W S60°02'28"W N74°57'03"W N30°52'07"W S74°57'32"E S15°02'28"W S76°54'42"W S81°21'08"W S81°21'08"W N08°38'52"W N36°23'40"E N81°26'33"E N08°10'07"W S81°26'33"W N53°36'20"W N74°43'50"E N20°12'24"E N02°13'57"W S15°09'41"E S18°46'39"E N01°48'51"E N12°00'22"W S46°01'20"E S87°02'10"E S04°06'19"W Line Data Table Line # L32 L33 L34 L35 L36 L37 L38 L39 L40 L41 L42 L43 L44 L45 L46 L47 L48 L49 L50 L51 L52 L53 L54 L55 L56 L57 L58 L59 Distance 20.81' 2.38' 19.20' 96.31' 27.50' 36.69' 35.20' 72.00' 68.55' 163.73' 233.07' 126.81' 37.76' 32.11' 99.42' 121.03' 19.20' 41.14' 13.81' 2.38' 40.01' 14.72' 16.77' 10.39' 16.77' 10.39' 8.27' 14.72' Bearing N85°53'41"W S66°16'33"W N85°53'41"W S74°57'32"E N15°02'28"E N11°28'27"W N85°15'25"W N63°00'04"W S87°13'56"E S88°11'56"E N03°22'06"W N14°39'52"E N87°02'10"W S15°02'28"W S53°08'10"E S81°21'08"W S85°53'41"E S74°57'32"E N58°42'17"E S66°16'33"W S85°53'41"E N42°40'05"W S29°59'52"E N63°00'04"W S83°59'44"W S63°00'04"E S85°15'25"E N52°09'14"E +1)-B /E JPH Job No. 2016.200.001 Quail Hollow, Westlake - Phase II A FINAL PLAT.dwg © 2016 JPH Land Surveying, Inc. - All Rights Reserved 807 Bluebonnet Drive, Suite C Keller, Texas 76248 Telephone (817) 431-4971 www.jphlandsurveying.com TBPLS Firm #10019500 #10194073 #10193867 DFW | Austin | Abilene STATE OF TEXAS § COUNTY OF __________ § WHEREAS, Polygon Enterprises, Inc. according to the deeds recorded in Volume 9339, Page 1071 and Volume 14573, Page 300, of the Deed Records of Tarrant County, Texas, and Roland Stene Arthur according to the deed recorded in Volume 10152, Page 1991, of the Deed Records of Tarrant County, Texas, and Roland Arthur according to the deed recorded under Instrument Number D210135810 of the Official Public Records of Tarrant County, Texas, are the owners of that certain tract situated in the Leroy Boggess Survey, Abstract No. 196, the Memucan Hunt Survey, Abstract No. 756, and the Heirs of Charles M. Throop Survey, Abstract No. 1510, Town of Westlake, Tarrant County, Texas, the herein described tract being a portion of said tracts to Polygon Enterprises, Inc., and a portion of said tract to Roland Stene Arthur and all of said tract to Roland Arthur; including all of Lot 1, Block 1, Roland Arthur Estate, recorded under Instrument Number D210131153, Official Public Records, Tarrant County, Texas, the subject tract being more particularly described as follows: Beginning at a Mag nail with a metal washer stamped "JPH Land Surveying" set in the east line of the tract described in the deed to Polygon Enterprises, Inc. recorded in Volume 9339, Page 1071, of the Deed Records of Tarrant County, Texas, same being in West Dove Road, from which a 1/2 inch capped rebar stamped "JPH Land Surveying" set bears NORTH 00 degrees 23 minutes 47 seconds EAST, a distance of 1,425.52 feet; THENCE with the east line of the said Polygon Enterprises, Inc. tract: 1. SOUTH 00 degrees 23 minutes 47 seconds WEST, a distance of 20.01 feet to a Mag nail with a metal washer stamped "JPH Land Surveying" set; 2. SOUTH 00 degrees 23 minutes 47 seconds WEST, a distance of 190.10 feet to a Mag nail with a metal washer stamped "JPH Land Surveying" set; 3. SOUTH 15 degrees 54 minutes 43 seconds EAST, a distance of 99.48 feet to 1/2 inch capped rebar stamped "JPH Land Surveying" set at the north corner of the Right of Way dedicated by plat recorded under Instrument Number D210231152 of the Official Public Records of Tarrant County, Texas; THENCE SOUTH 52 degrees 34 degrees 23 seconds WEST, with the northwest line of the said dedicated Right of Way, a distance of 72.86 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the North corner of Lot 1, Block A of Roland Arthur Estate recorded under Instrument Number D210231152 of the Official Public Records of Tarrant County, Texas, same being the beginning of a tangent curve to the right, concave to the north, having a radius of 541.28 feet; THENCE SOUTHEASTERLY with the arc of said tangent curve, an arc length of 183.39 feet (a chord bearing of SOUTH 27 degrees 53 minutes 49 seconds EAST, a chord distance of 182.52 feet, a delta angle of 19 degrees 24 minutes 46 seconds) to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; THENCE SOUTH 52 degrees 34 minutes 23 seconds WEST, with the south line of said Lot 1, Block A 242.00 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; THENCE SOUTH 00 degrees 43 minutes 02 seconds EAST, with the west line of said Lot 1, Block A, a distance of 575.19 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; THENCE SOUTH 34 degrees 56 minutes 13 seconds WEST, with the southeast line of said Lot 1, Block A, a distance of 244.23 feet; THENCE SOUTH 67 degrees 38 seconds 44 seconds WEST, with the south line of said Lot 1, Block A, a distance of 347.66 feet; THENCE NORTH 00 degrees 43 minutes 02 seconds WEST, passing at a distance of 70.04 feet a 1/2 inch capped rebar stamped "JPH Land Surveying" set with the west line of said Lot 1, Block A, in all, a total distance of 777.55 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; THENCE through Polygon Enterprises, Inc. tract: 1. NORTH 85 degrees 28 minutes 43 seconds WEST, a distance of 159.82 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 2. SOUTH 49 degrees 45 minutes 36 seconds WEST, a distance of 276.69 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 3. NORTH 88 degrees 15 minutes 43 seconds WEST, a distance of 215.60 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the beginning of a non-tangent curve, concave to the east, having a radius of 232.50 feet; 4. SOUTHERLY with the arc of said non-tangent curve, an arc length of 15.59 feet (a chord bearing of SOUTH 09 degrees 33 minutes 09 seconds EAST, a chord distance of 15.59 feet, a delta angle of 03 degrees 50 minutes 35 seconds) to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the end of the said curve; 5. SOUTH 11 degrees 28 minutes 27 seconds EAST, a distance of 36.69 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the beginning of a non-tangent curve to the right, concave to the west, having a radius of 517.50 feet; 6. SOUTHERLY with the arc of said non-tangent curve to the right, an arc length of 211.98 feet (a chord bearing of SOUTH 00 degrees 15 minutes 39 seconds WEST, a chord distance of 210.50 feet, a delta angle of 23 degrees 28 minutes 12 seconds) to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the end of the said curve; 7. SOUTH 31 degrees 12 minutes 17 seconds EAST, a distance of 14.45 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 8. SOUTH 14 degrees 33 minutes 23 seconds WEST, a distance of 35.00 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 9. SOUTH 60 degrees 02 minutes 28 seconds WEST, a distance of 14.14 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 10. NORTH 74 degrees 57 minutes 03 seconds WEST, a distance of 35.00 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 11. NORTH 30 degrees 52 minutes 07 seconds WEST, a distance of 14.36 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 12. NORTH 74 degrees 57 minutes 32 seconds WEST, a distance of 40.00 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the beginning of a tangent curve, concave to the south having a radius of 95.50 feet; 13. SOUTHERLY with the arc of said tangent curve, an arc length of 46.71 feet (a chord bearing of SOUTH 88 degrees 58 minutes 12 seconds EAST, a chord distance of 46.24 feet, a delta angle of 28 degrees 01 minutes 20 seconds) to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the beginning of a reverse curve, concave to the north, having a radius of 351.80 feet; 14. SOUTHERLY with the arc of said reverse curve, an arc length of 28.47 feet (a chord bearing of NORTH 79 degrees 20 minutes 13 seconds EAST, a chord distance of 28.46 feet, a delta angle of 04 degrees 38 minutes 12 seconds) to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the end of the curve; 15. SOUTH 15 degrees 02 minutes 28 seconds WEST, a distance of 16.92 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 16. SOUTH 76 degrees 54 minutes 42 seconds WEST, a distance of 90.96 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the beginning of a tangent curve to the right, concave to the north, having a radius of 100.00 feet; 17. WESTERLY with the arc of said tangent curve, an arc length of 7.75 feet (a chord bearing of SOUTH 79 degrees 07 minutes 55 seconds EAST, a chord distance of 7.75 feet, a delta angle of 04 degrees 26 minutes 26 seconds) to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the point of tangency of said curve; 18. SOUTH 81 degrees 21 minutes 08 seconds WEST, a distance of 29.30 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 19. SOUTH 81 degrees 21 minutes 08 seconds WEST, a distance of 97.99 feet a set 1/2 inch capped rebar stamped "JPH Land Surveying" set in the west line of the Polygon Enterprises, Inc. tract; THENCE NORTH 08 degrees 38 minutes 52 seconds WEST, with the west line of Polygon Enterprises, a distance of 33.48 feet to 1/2 inch capped rebar stamped "JPH Land Surveying" set, same being the south corner of Parcel 264, Part 2, recorded under Instrument Number of D211043543 of the Official Public Records of Tarrant County, Texas; THENCE with the perimeter of Polygon Enterprises, Inc. tract, the south line of said Parcel 264, Part 2, the following calls: 1. NORTH 36 degrees 23 minutes 40 seconds EAST, a distance of 51.05 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 2. NORTH 81 degrees 26 minutes 33 seconds EAST, a distance of 34.47 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set, same being the southeast corner of Parcel 264, Part 5 recorded under Instrument Number D211043543 of the Official Public Records of Tarrant county, Texas; THENCE NORTH 08 degrees 10 minutes 07 seconds WEST, with west line of said Parcel 264, Part 5, a distance of 63.01 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set, being the northeast corner of said Parcel 264, Part 5; THENCE SOUTH 81 degrees 26 minutes 33 seconds WEST, with the north line of said Parcel 264, Part 5, a distance of 34.54 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set, same being an interior corner on the north line of said Parcel 264, Part 2; THENCE NORTH 53 degrees 36 minutes 20 seconds WEST, with the north line of said Parcel 264, Part 2, a distance of 51.76 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set, same being the north corner of Parcel 264, Part 2; THENCE with the west line of Polygon Enterprises, Inc. tract, the following calls: 1. NORTH 08 degrees 38 minutes 52 seconds WEST, a distance of 240.80 feet to a Mag nail with a metal washer stamped "JPH Land Surveying" set at beginning of a tangent curve to the right, concave to the east, having a radius of 4,905.00 feet; 2. NORTHERLY with the arc of said tangent curve to the right, an arc length of 288.70 feet (a chord bearing of NORTH 06 degrees 57 minutes 41 seconds WEST, a chord distance of 288.66 feet, a delta angle of 03 degrees 22 minutes 21 seconds) to a Mag nail with a metal washer stamped "JPH Land Surveying" set; THENCE through the interior of the tracts described in the deeds to Polygon Enterprises, Inc. recorded in Volume 9339, Page 1071 and Volume 14573, Page 300, of the Deed Records of Tarrant County, Texas, and Roland Stene Arthur recorded in Volume 10152, Page 1991 of the Deed Records of Tarrant County, Texas, the following calls: 1. NORTH 89 degrees 40 minutes 25 seconds EAST, a distance of 241.00 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 2. NORTH 74 degrees 43 minutes 50 seconds EAST, a distance of 124.24 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 3. NORTH 52 degrees 05 minutes 59 seconds EAST, a distance of 199.66 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 4. NORTH 20 degrees 12 minutes 24 seconds EAST, a distance of 97.00 feet 1/2 inch capped rebar stamped "JPH Land Surveying" set; 5. NORTH 85 degrees 31 minutes 36 seconds EAST, a distance of 241.18 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 6. SOUTH 02 degrees 13 minutes 57 seconds EAST, a distance of 51.21 feet a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the beginning of a tangent curve to the left, concave to the east, having a radius of 367.50 feet; 7. SOUTHERLY with the arc of the said tangent curve to the left, an arc length of 82.93 (a chord bearing of SOUTH 08 degrees 41 minutes 49 seconds EAST, a chord distance of 82.75 feet, a delta angle of 12 degrees 55 minutes 45 seconds) to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the point of tangency of said curve; 8. SOUTH 15 degrees 09 minutes 41 seconds EAST, a distance of 39.94 to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 9. SOUTH 18 degrees 46 minutes 39 seconds EAST, a distance of 44.98 feet to 1/2 inch capped rebar stamped "JPH Land Surveying" set at the beginning of a non-tangent curve to the right, concave to the south, having a radius of 232.50 feet; 10. EASTERLY with the arc of said tangent curve to the right, an arc length of 87.43 feet (a chord bearing of NORTH 81 degrees 59 minutes 43 seconds EAST, a chord distance of 86.91 feet, a delta angle of 21 degrees 32 minutes 43 seconds) to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the end of said curve; 11. SOUTH 87 degrees 13 minutes 56 seconds EAST, a distance of 165.62 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 12. NORTH 01 degrees 48 minutes 51 seconds EAST, a distance of 35.00 feet to 1/2 inch capped rebar stamped "JPH Land Surveying" set; 13. NORTH 02 degrees 13 minutes 57 seconds WEST, a distance of 349.05 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 14. NORTH 12 degrees 00 minutes 22 seconds WEST, a distance of 106.12 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 15. NORTH 59 degrees 49 minutes 32 seconds EAST, a distance of 289.46 feet to a Mag nail with a metal washer stamped "JPH Land Surveying" set; 16. SOUTH 46 degrees 01 minutes 20 seconds EAST, a distance of 82.18 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the beginning of a non-tangent curve to the right, concave to the southeast, having a radius of 60.00 feet; 17. SOUTHEASTERLY with the arc of said non-tangent curve to the right, an arc length of 34.13 feet (a chord bearing of SOUTH 29 degrees 43 minutes 31 seconds EAST, a chord distance of 33.67 feet, a delta angle of 32 degrees 35 minutes 38 seconds) to a Mag nail with a metal washer stamped "JPH Land Surveying" set at the end of said curve; 18. SOUTH 89 degrees 39 minutes 37 seconds EAST, a distance of 295.73 returning to the Point of Beginning and enclosing 30.276 acres (1,318,842 square feet more or less). NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT,____________________ does hereby adopt this plat, designating the herein above described property as ________________________________________________________, an reserved for the purposes indicated. The utility and fire lane easements shall be open to the public, fire and police units, garbage and rubbish collection agencies and the public and private utilities specifically approved by the Town of Westlake for the use of a particular easement. The maintenance of paving or any other surfaces on the utility and fire lane easements is the sole responsibility of the property owner. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed, reconstructed or placed upon, over or across the easements as shown. Said easements being hereby reserved for mutual use and accommodation of all public utilities specifically approved by the Town of Westlake. Any public utility specifically approved by the Town of Westlake to use a particular easement shall have the right to remove and keep removed all or part of any buildings, fences, trees, shrubs or other improvements or growths which in any way may endanger or interfere with the construction maintenance, or efficiency of its system on the easement and that public utility shall at all times have the right of ingress and egress to or from and upon the easement for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or part of its system, subject to complying with all ordinances, rules, regulations and resolutions of the Town of Westalake, Texas. The Town of Westlake, Texas, and the public utility shall have the right of ingress and egress to private property for the purpose of reading meters, maintenance and service required or ordinarily performed by that utility. Water main and wastewater easements shall also include additional area of working space for construction and maintenance of the systems. Additional area is also conveyed for installation and maintenance of manholes, cleanouts, fire hydrants, water services and wastewater services from the main to the curb or pavement line. Descriptions of these additional easements herein granted shall be determined by their locations as installed. This plat approved subject to all platting ordinances, rules, regulations, and resolutions of the Town of Westlake, Tarrant County, Texas. WITNESS, my hand, this the_________ day of _______________, 2016. ________________________ Signature STATE OF TEXAS § COUNTY OF __________ § BEFORE ME, the undersigned notary public, State of Texas, on this day personally appeared ___________________, known to me to be the person whose name is subscribed to the foregoing instrument and who acknowledged to me that he executed the same for the purposes and considerations expressed therein. Given under my hand and seal of office this ____ day of ________________________, 2016. _________________________________ Notary Public, State of Texas APPROVED BY THE TOWN COUNCIL OF WESTLAKE, TEXAS ON THIS THE_____DAY OF _________________, 2016. ATTEST: ______________________ _______________________ MAYOR TOWN SECRETARY REVIEWED BY: _______________________________ TOWN ATTORNEY _______________________________ TOWN ENGINEER Surveyor's Certification I, Eric Zollinger , a Registered Professional Land Surveyor in the State of Texas, hereby state, to the best of my knowledge and belief, this plat hereby represents an on-the-ground survey performed by me and all the property corners are marked as indicated. PRELIMINARY: THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT. ~RELEASED FOR REVIEW TO THE TOWN OF WESTLAKE ON AUGUST 02, 2016. ~RELEASED FOR REVIEW TO THE TOWN OF WESTLAKE ON OCTOBER 11, 2016. Eric Zollinger Registered Professional Land Surveyor No. 6357 Email: eric@jphls.com SURVEYOR'S NOTES: 1. This survey was performed with the benefit of a commitment for title insurance provided by Alamo Title Insurance, Commitment No. 6000181600323, and GF Number atd-18-6000181600323-SL effective March 31, 2016 and issued April 15, 2016. Complete copies of the record description of the property, any record easements benefiting the property, the record easements or servitudes and covenants affecting the property ("Record Documents"), documents of record referred to in the Record Documents, and any other documents containing desired appropriate information affecting the property being surveyed and to which the survey shall make reference were not provided to this surveyor for notation on the survey except for those items listed within Schedule B of said commitment. Therefore, easements, agreements, or other documents, either recorded, or unrecorded may exist that affect the subject property that are not shown on this survey. 2. The site benchmark is a mag nail set in concrete near the face of curb on the south end of median approximately 1366 feet south of the intersection of Davis Boulevard and Dove Road. The benchmark has the following values X = 2,371,356.00'| Y =7,039,974.15' (Texas Coordinate System of 1983, Central Zone) | Z = 675.07' (NAVD'88). 3. The site benchmark is a mag nail set approximately 40 feet east of the centerline of Dove road, said mag nail being approximately 225 north of the intersection of Hidden Spring Court and Dove Road. The benchmark has the following values X = 2,373,155.14'| Y =7,039,995.61' (Texas Coordinate System of 1983, Central Zone) | Z = 615.54' (NAVD'88). 4. The private road easement shall be open to emergency services units, solid waste collection agencies and utilities specifically approved by the Town of Westlake. The surface maintenance shall be responsibility of either the property owner or homeowners association no buildings, fences, trees, shrubs or other improvements or growths, constructed, reconstructed or placed upon or across the easement. 5. No easements will be allowed by separate instrument without written approval from the Town of Westlake. 6. Easements shown within the bounds of this plat without recording information are hereby dedicated by this plat. 7. "X-LOTS" are to be owned and maintained by the Homeowners Association APPROVED BY THE PLANNING & ZONING COMMISSION OF WESTLAKE, TEXAS ON THIS THE_____DAY OF ____________, 2016. ATTEST: ______________________ _______________________ CHAIRMAN TOWN SECRETARY FINAL PLAT OF THE ESTATES OF QUAIL HOLLOW PHASE II A BEING30.276 ACRES SITUATED IN Leroy Boggess Survey, Abstract No. 196 Heirs of Charles M. Throop Survey, Abstract No. 1510 Josiah Walker Survey, Abstract No. 1604 William H. Martin Survey, Abstract No. 1068BEING A REPLAT OF LOT 1, BLOCK A,ROLAND ARTHUR ESTATE TOWN OF WESTLAKE TARRANT COUNTY, TEXAS SHEET 1 OF 2 THIS PLAT IS FILED AS DOCUMENT NO.______________________DATE________ PREPARED ON: OCTOBER 12, 2016 Tri-County Electric Cooperative approves the location and abandonment of the electric easements shown on this plat ______________________________________________ Tri-County Electric Representative Date 0+001+002+000+001+002+000+001+002+000+001+002+00SECTION 1SECTION 2SECTION 3SECTION 4DOVE ROADEXISTINGTOP OF DAMPROPOSEDTOP OF DAMEXISTING DAMOVERFLOW TOREMAINPROPOSEDBOTTOM OFDAMEDGE OFWATEREX 60"RCPEX 2-24"RCP6056106156206256306356056106156206256306350+00 614.48 613.00 1+00 623.17 613.87 624.43 2+00 621.42605610615620625630635 6056106156206256306356056106156206256306356056106156206256306356056106156206256306356056106156206256306350+00 613.39 612.75 1+00 624.54 614.01 621.34 2+00 617.64 0+00 612.45 612.00 1+00 624.88 611.00 619.76 2+00 615.920+00 612.99 612.45 1+00 625.00 617.99 613.98 2+00 615.36 SECTION 1SECTION 2SECTION 3SECTION 4PROPOSED ROW EXISTING BOUNDARY PROPOSED ROW EXISTING BOUNDARY PROPOSED ROW EXISTING BOUNDARY PROPOSED ROW EXISTING BOUNDARY EXDOVE RDEXDOVE RDEXDOVE RDEXDOVE RD622.6622.6622.62:1 2:1 2:1 2:1 2:1 2:1 2:1 2:1 3:13:13:13:1622.648.46 SY FILL60.74 SY FILL48.19 SY FILL29.50 SY FILLPROPGROUNDEXGROUNDPROPGROUNDEXGROUNDPROPGROUNDEXGROUNDPROPGROUNDEXGROUND( IN FEET )1 INCH = FT040204080NPROFILE SCALEHORIZ: 1" = 40'VERT: 1" = 4'C I V I L E N G I N E E R I N G TBPE No. F-003116 DEOTTE, INC.DOI No. 2015111.00420 Johnson Road, Suite 303 Keller, Texas 76248 817-337-8899 (Office) 817-337-5133 (Fax) PREPARED FOR:BRYAN ELLIOTT 935 W. DOVE SOUTHLAKE, TEXAS 76092 (214) 435-3570 DAM SECTIONS QUAIL HOLLOW WESTLAKE, TEXAS Planning and Zoning Item # 10 – Adjournment Regular Session Back up material has not been provided for this item.