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HomeMy WebLinkAbout03-28-16 TC Agenda Packet � •�I I I / / / I I'I 'I . / / I I I / / / / / I I / I / ' I/ 'I ,1y����W�,S�� �ri����;, ;_�r� ,��.t�1 � i ������ �� 1.� ���_-�-.�� ��1lCE AG�' � � . � Vision Statement An oasis of natura/beauty that maintains our open spaces in balance with distinctive deve%pment, trails, and quality of life amenities amidst an ever expanding urban landscape. • • � � . : 1 . • 1 � � . : � . ' ' 1 � � � , , � � � • � � • 1 1 � ' . � . 1 � Mission Statement Westlake is a unique community blending preservation of our natural environment and viewscapes, whi/e serving our residents and businesses with superior municipa/and academic services that are accessib/e, e�cient, cost-effective, and transparent. Westlake, Texas- "One-of-a-kind community; natural oasis-providing an exceptional level of service." ..- . Work Session 1. CALL TO ORDER 2. PLEDGE OF ALLEGIANCE 3. REVIEW OF CONSENT AGENDA ITEMS FOR THE TOWN COUNCIL REGULAR MEETING AGENDA. (10 min) 4. DISCUSSION ITEMS a. Presentation and Discussion of a Town-Wide Public Art Program. (15 min) b. Presentation and discussion of the Keller Police Department animal control duties, the registration of animals and proposed amendments to the Code of Ordinances. (15 min) c. Discussion of items to be placed on future agendas, updates on development trends and progress of past development projects. (is m�n� d. Standing Item: Update and discussion regarding the Granada Development, including items posted on the regular session agenda and the Covenants Conditions Restrictions (CCR's) and Design Standards. e. Standing Item: Update and discussion regarding the Entrada Development, including items posted on the regular session agenda and public art. i. Discuss methods to attract future retail and business location placement within Entrada 5. EXECUTIVE SESSION The Council will conduct a closed session pursuant to Texas Government Code, annotated, Chapter 551, Subchapter D for the following: a. Sec. 551.071 Consultation with Attorney (1) when the governmental body seeks the advice of its attorney about: (A) pending or contemplated litigation; or (6) a settlement offer; (2) Consultation with Attorney on a matter in which the duty of the attorney to the governmental body under the Texas Disciplinary Rules of Professional Conduct of the State Bar of Texas clearly conflicts with this chapter: Ordinance 767 b. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1). Maguire Partners-Solana Land, L.P., related to Centurion's development known as Entrada and Granada c. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory Page 2 of 7 of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the ofFer of a financial or other incentive to a business prospect described by Subdivision (1). Hillwood Properties: Project Blizzard d. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1). Project Lynx e. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1). BRE Solana, LLC f. Section 551.072 to deliberate the purchase, exchange, lease of value of real property regarding Town Hall ofFices g. Section 551.072 to deliberate the purchase, exchange, lease, or value of real property regarding possible fire station sites 6. RECONVENE MEETING 7. COUNCIL RECAP / STAFF DIRECTION 8. ADJOURNMENT Regular Session 1. CALL TO ORDER 2. ITEMS OF COMMUNITY INTEREST: Mayor and Council Reports on Items of Community Interest pursuant to Texas Government Code Section 551.0415 the Town Council may report on the following items: (1) expression of thanks, congratulations or condolences; (2) information about holiday schedules; (3) recognition of individuals; (4) reminders about upcoming Town Council events; (5) information about community events; and (6) announcements involving imminent threat to public health and safety. 3. CITIZEN COMMENTS: This is an opportunity for citizens to address the Council on any matter whether or not it is posted on the agenda. The Council cannot by law take action nor have any discussion or deliberations on any presentation made to the Council at this time concerning an item not listed on the agenda. The Council will receive the Page 3 of 7 information, ask staff to review the matter, or an item may be noticed on a future agenda for deliberation or action. 4. CONSENT AGENDA: All items listed below are considered routine by the Town Council and will be enacted with one motion. There will be no separate discussion of items unless a Council Member or citizen so requests, in which event the item will be removed from the general order of business and considered in its normal sequence. a. Consider approval of the minutes from the February 22, 2016, meeting. b. Consider approval of the minutes from the March 7, 2016, meeting. c. Consider approval of Resolution 16-08, Authorizing the Mayor to enter into a Joint Election Agreement with Denton County for the General Election. d. Consider approval of Resolution 16-09, Authorizing the Mayor to enter into a Joint Election Agreement with Tarrant County for the General Election. e. Consider approval of Resolution 16-10, Approving a Right-of-way License Agreement for an entryway sign within the Solana Boulevard median. 5. CONTINUE THE PUBLIC HEARING AND CONSIDERATION ORDINANCE 774, APPROVING AN AMENDMENT OF ORDINANCE 691, AMENDING THE DEVELOPMENT REGULATIONS APPLICABLE TO THE PD 1 ZONING DISTRICT, PLANNING AREA 1 (PD 1-1), PROVIDING FOR A 500 FOOT SETBACK IN THE AREA ADJACENT TO A RESIDENTIAL SUBDIVISION IN PD1-3 (GRANADA). 6. CONDUCT A PUBLIC HEARING AND CONSIDERATION OF ORDINANCE 775, A PLANNED DEVELOPMENT ZONING DISTRICT (PD) SITE PLAN FOR THE PLANNED DEVELOPMENT DISTRICT 2 (PD 2) COMMONLY REFERRED TO AS THE FIDELITY OFFICE CAMPUS, GENERALLY LOCATED SOUTH OF STATE HIGHWAY 114, WEST OF DAVIS BOULEVARD, AND NORTH OF DOVE ROAD. 7. CONDUCT A PUBLIC HEARING AND CONSIDERATION OF ORDINANCE 776, FOR A SPECIFIC USE PERMIT (SUP) TO ALLOW AN AMPHITHEATER AND ENTERTAINMENT VENUE THAT SEATS MORE THAN 300 PEOPLE FOR THE PROPERTY GENERALLY LOCATED ON THE SOUTH SIDE OF STATE HIGHWAY 114, EAST OF DAVIS BOULEVARD, AND NORTH OF SOLANA BOULEVARD, COMMONLY KNOWN AS WESTLAKE ENTRADA. 8. CONDUCT A PUBLIC HEARING AND CONSIDERATION OF ORDINANCE 777, APPROVING A PLANNED DEVELOPMENT ZONING DISTRICT (PD) SITE PLAN FOR AN APPROXIMATELY 1.9 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 COMMONLY REFERRED TO AS THE WESTLAKE ENTRADA AMPHITHEATER SITE, TO BE LOCATED NEAR TARRAGONA DRIVE. 9. CONDUCT A PUBLIC HEARING AND CONSIDERATION OF ORDINANCE 778, APPROVING A PLANNED DEVELOPMENT ZONING DISTRICT (PD) SITE PLAN Page 4 of 7 FOR AN APPROXIMATELY 3.75-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 GENERALLY LOCATED WEST OF THE PROPOSED AMPHITHEATER SITE, TO BE LOCATED NEAR GIRONA DRIVE AND ARAGON DRIVE. 10. CONDUCT A PUBLIC HEARING AND CONSIDERATION OF ORDINANCE 779, APPROVING A PLANNED DEVELOPMENT ZONING DISTRICT (PD) SITE PLAN FOR AN APPROXIMATELY 1.9-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 COMMONLY REFERRED TO AS THE WESTLAKE ENTRADA RESTAURANT ROW SITE, TO BE LOCATED NEAR ARAGON DRIVE AND TARRAGONA DRIVE. 11. CONDUCT A PUBLIC HEARING AND CONSIDERATION OF ORDINANCE 780, GRANTING A SPECIFIC USE PERMIT FOR THE PROPOSED ESTATES OF QUAIL HOLLOW SUBDIVISION TO ALLOW FOR A GATED ACCESS SUBDIVISION WITH PRIVATE STREETS AND OTHER SPECIAL CONDITIONS AS RECOMMENDED BY STAFF. QUAIL HOLLOW IS AN APPROXIMATE 92 LOT PROPOSED SINGLE FAMILY RESIDENTIAL DETACHED SUBDIVISION WITH ITS LOTS BEING ONE (1) ACRE OR MORE IN SIZE. QUAIL HOLLOW IS PROPOSED TO BE DEVELOPED ON APPROXIMATELY 188.28 ACRES ON A TRACT GENERALLY LOCATED AT THE SOUTHEAST CORNER OF THE FM 1938/DOVE ROAD INTERSECTION (ON PROPERTY PREVIOUSLY ADDRESSED AS 1755 DOVE ROAD). 12. DISCUSSION AND CONSIDERATION OF RESOLUTION 16-11, REGARDING A PRELIMINARY PLAT OF THE QUAIL HOLLOW SUBDIVISION, SHOWING 92 RESIDENTIAL LOTS OF ONE-ACRE OR MORE IN SIZE. THE PROPERTY IS APPROXIMATELY 188.28 ACRES AND IS LOCATED ON PROPERTY PREVIOUSLY ADDRESSED AS 1755 DOVE ROAD, SOUTHEAST CORNER OF THE FM 1938/DOVE ROAD INTERSECTION. 13. DISCUSSION AND CONSIDERATION OF RESOLUTION 16-12, AUTHORIZING THE TOWN MANAGER TO EXECUTE A REPRESENTATION AGREEMENT WITH CUSHMAN &WAKEFIELD FOR IDENTIFYING SUITABLE RELOCATION OFFICE SPACE, ANALYZING LEASE AND PURCHASE OPTIONS, AS WELL AS NEGOTIATING TERMS FOR OFFICE SPACE WITHIN SOLANA IN WESTLAKE. 14. EXECUTIVE SESSION The Council will conduct a closed session pursuant to Texas Government Code, annotated, Chapter 551, Subchapter D for the following: a. Sec. 551.071 Consultation with Attorney (1) when the governmental body seeks the advice of its attorney about: (A) pending or contemplated litigation; or Page 5 of 7 (B) a settlement offer; (2) Consultation with Attorney on a matter in which the duty of the attorney to the governmental body under the Texas Disciplinary Rules of Professional Conduct of the State Bar of Texas clearly conflicts with this chapter: Ordinance 767 b. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1). Maguire Partners-Solana Land, L.P., related to Centurion's development known as Entrada and Granada c. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the ofFer of a financial or other incentive to a business prospect described by Subdivision (1). Hillwood Properties: Project Blizzard d. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1). Project Lynx e. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1). BRE Solana, LLC f. Section 551.072 to deliberate the purchase, exchange, lease of value of real property regarding Town Hall offices g. Section 551.072 to deliberate the purchase, exchange, lease, or value of real property regarding possible fire station sites 15. RECONVENE MEETING 16. TAKE ANY ACTION, IF NEEDED, FROM EXECUTIVE SESSION ITEMS. Page 6 of 7 17. FUTURE AGENDA ITEMS: Any Council member may request at a workshop and / or Council meeting, under ��Future Agenda Item Requests", an agenda item for a future Council meeting. The Council Member making the request will contact the Town Manager with the requested item and the Town Manager will list it on the agenda. At the meeting, the requesting Council Member will explain the item, the need for Council discussion of the item, the item's relationship to the Council's strategic priorities, and the amount of estimated staff time necessary to prepare for Council discussion. If the requesting Council Member receives a second, the Town Manager will place the item on the Council agenda calendar allowing for adequate time for staff preparation on the agenda item. Mayor Wheat— Discussion regarding cost effective ways of enhancing and maintaining the trail system. 18. AD70URNMENT ANY ITEM ON THIS POSTED AGENDA COULD BE DISCUSSED IN EXECUTIVE SESSION AS LONG AS IT IS WITHIN ONE OF THE PERMI7TED CATEGORIES UNDER SECTIONS 551.071 THROUGH 551.076 AND SECTION 551.087 OF THE TEXAS GOVERNMENT CODE. CERTIFICATION I certify that the above notice was posted at the Town Hall of the Town of Westlake, 3 Village Circle, March 24, 2016, by 12:00 p.m. under the Open Meetings Act, Chapter 551 of the Texas Government Code. Kelly Edwards, TRMC, Town Secretary 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. Page 7 of 7 Town Cou nci I Item # 2 — Pledge of Allegiance Texas Pledge: "Honor the Texas flag; I pledge allegiance to thee, Texas, one state under God, one and indi�isible. " Town Cou nci I Item # 3 — Review of Consent Items REVIEW OF CONSENT AGENDA ITEMS FOR THE TOWN COUNCIL REGULAR MEETING AGENDA. a. Consider approval of the minutes from the February 22, 2016, meeting. b. Consider approval of the minutes from the March 7, 2016, meeting. c. Consider approval of Resolution 16-08, Authorizing the Mayor to enter into a Joint Election Agreement with Denton County for the General Election. d. Consider approval of Resolution 16-09, Authorizing the Mayor to enter into a Joint Election Agreement with Tarrant County for the General Election. e. Consider approval of Resolution 16-10, Approving a Right-of-way License Agreement for an entryway sign within the Solana Boulevard median. Town Cou nci I Item # 4 — Discussion Items DISCUSSION ITEMS a. Presentation and Discussion of a Town-Wide Public Art Program. �is min� b. Presentation and discussion of the Keller Police Department animal control duties, the registration of animals and proposed amendments to the Code of Ordinances. (15 min) c. Discussion of items to be placed on future agendas, updates on development trends and progress of past development projects. (15 min) d. Standing Item: Update and discussion regarding the Granada Development, including items posted on the regular session agenda and the Covenants Conditions Restrictions (CCR's) and Design Standards. e. Standing Item: Update and discussion regarding the Entrada Development, including items posted on the regular session agenda and public art. i. Discuss methods to attract future retail and business location placement within Entrada .?'��.�+w.,,�'S. # � � h��^ '.- . { � °�k �°'� estlake Town Council �� }� �''��-..,,�,�-"r� TYPE OF ACTiON Workshop - Discussion Item Westlake Town Council Meeting Monday, March 28, 2016 ToP[c: Presentation and Discussion of a Town-Wide Public Art Program. STAFF CONTACT: Tom Brymer, Town Manager Strategic Alignment Vision, Value, Mission Perspective Strategic Theme & Results Outcome Ob'ective Vision: An oasis of nautural beuty that maintains our High Quality Planning,Design& open spaces in balancc wiYh Development-We are a d�sirable distinctive development, Citizen, Student& Well planned,high-quality Preserve DesirabiliYy trails,and quality of life Stakeholder community that is distinguished by &Quality of Life amenities ainidst an ever exemplary design standards. expanding urban landscape. Strategic Initiative Outside the Scope of Tdentified Strategic Tnitiatives Time Line- Start Date: March 28, 2016 Completion Date: N/A Funding Amount: TBD Status - � Not Funded Source- Multiple Sources - see comments below EXECUTIVE SUMMARY (INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) As development has progressed on the Entrada mixed use development, increased discussions have occurred on the need for public art in the multiple public gathering areas shown on Entrada's approved Development Plan (Master Site Plan). These discussions have led to identifying an approach for dealing not only with public art for Entrada, but for all of Westlalce. This includes identifying the types of public art Westlake wishes to attract, the process far selecting those pieces, choosing the artists that would create these public art pieces, and the means by which public art in Westlake might be funded. The Westlake Town Council adopted a public art plan on July 14, 2008, however, most of it has not been implemented due to lack of funding and a specific plan for public art placement (note: although the FM1938/Davis Boulevard Streetscape Plan did identify locations for public art in that corridor). Page 1 of 2 RECOMMENDATION Hear a presentation regarding an approach to creating a public art program for Westlake and discuss a proposal to engage MESA Planning and their team in assisting the Town to develop such a program. Also, review the attached proposal from MESA and the process it recommends for developing a Town wide public art program. Further, review the attached materials that provide a framework for understanding public art in the context of the Town's Comprehensive Plan. ATTACHMENTS 1. Public Art Transect -this takes the types of public art we could pursue in the various regions (i.e. areas) of Westlake and assigns their most appropriate use. The 9 uses of public art shown on this transect illustrate how comprehensive a view of public art in Westlake can be. 2. Public Art by Land Use Community- identifies "art purpose" (and thereby public art type) which should be in each of the Land Use Character Districts as identified in the Land Use Plan of the Town's Comprehensive Plan. 3. Entrada Development Plan (Master Site Plan) - showing public art locations. 4. Feb. 16, 2016 Entrada Public Art Locations -public art locations proposed for Entrada development to date. 5. Feb. 16, 2016 Entrada Public Locations Evaluated against the Art Transect 6. Proposal from MESA Planning to develop a public art program for Westlake. 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This would be better placed as � ;� -`--��+.',�+`''`� � � i ,,�,,_� �� � ,� ;,;i� �,� ;, � R �` part of the Amphitheater fore- F. This piece seems remote. It � +'�, , � plaza. Here people at the theater "�'-- may be appropriate if the work is D. See comments for"C". This a;;:F� ti.!', ���, or restaurant can more intimately functions like a development sign ;;'- '. � particularly suited to the uses in and will be visually contrasted -� experience the work j� — *tw this location. with the CVS si na e. Move to '� � g g �:• .� -. - .�,` _ � r " _ •� � � ,� ' - `�� , here `_{ �; - , �6. _ .t ,, `;5, �. s`k���'� '_ �} _ , I� � ,. r+ �i,` q - ! ' �� �* Q �. _ �—, ,d��` .. � :. '� �i. � y�' �y 1 � � _ti�g� � i-�ti�1 � .. �yYF� �r r, • ' ��'ti � � ��I��_fl��j � �tl� I�� .� . C� -� '� f��� � t � � " �r���� '+�'� - � ^ ���. .F.�1.4 �' � ,� .���i , h '��� _ � �`�� . ��� ^--� �� _ ���. ,. � ,, �, .e ,'. " ,;,, ', . � 1� b `w�.� ��-�- , � ��` .. u ^ � �� � I � . ,. -- - _ ,r � ,� , � . -� � � +?�`�-�- - � _. . ��'' � i-: . +y,� � ( � � ' y`.•s � . �. ��r �� .� �5}�� �. }h. .<.j�` ' , � � '�' �' � — ` ,+.. ~T' �Ile�' �� II; �' �; . . - ' I-- +.. i �� :a �� , - i �� _ A. According to the Art ° _ , � Transect,this should be an = ��; '�`, , �` � � � . f � C. Public Art implies that the viewer . • � "Orientation/Sub-Area Association" `�'� � has an interaction with the artwork as � � work. This can be several types of B.According to the Public Art they make use of the public domain. :.,.f work however;an object Transect,this should be a "Focal f f � f��` Unlike A or B a work in this location is �: $ representational or abstract piece Definition"work. Such a work can be '` a "drive by piece"offering no real � should be used. Orientation object representational, object interaction potential and as such is necessitates that there is a �`�� abstract, mechanical,or a fountain/ "� not really Public Art. It functions as a �brecognizable aspect to the work water work.This could also be an ,� more of a sign than an artwork. It ��� associated with the location. "Interactive" iece. p� '� p would be best for this piece to be: .� ��� +` `#�`,fr� 'r" ' " r' 1. In the street(median)which ,� � , � �,.-;* t� �` �►,"�k'= � -r��� . �Ta � ,�'`��.,�=��� � � „'�s �*�`:, ��,Y � � , • requires the driver to drive : . ,_ �. s r-- ,� �:k . � . t�.�' � ., • around it. 2. In the water where it becomes part of the water experience. 3. Along a trail or in a public gathering area. M E � � + P LA� �I 4� I �I � February 19, 2016 Tom Brymer, Westlake Town Manager 3 Village Circle Suite 202 Westlake,TX 76262 INTRODUCTION: Not since the great depression has the role of civic, state and national government been so important to the advancement of the arts. Although the media touts record prices for works of art at auction, and private museums are the new status symbol of the ultra-wealthy, the artists represented throughout these venues comprise less than 1/10 of 1%of all artists. Excessive costs are forcing galleries to close and others to show only well-known and more profitable artists.The public's voice in art is greatly diminished if not eliminated. Aspiring artists are forced to relinquish their creative freedom and just try to survive. It is these conditions that make the roll of public art initiatives so critical to our culture. When done properly,these programs provide competitive opportunities for aspiring artists and architects, as well as benefitting the community. Art and design initiatives can also engage the public, challenging them to take part in determining "what is art".Throughout history, it has been the public that ultimately determined what art is. The city of Westlake has a unique opportunity to create a stunning cultural and architectural landscape throughout the city.This could be accomplished by integrating public and private "life" spaces into a master plan which defines the parameters of each area yet ensures there is congruence with the city's goals and objectives. Ironically, this also benefits the artist because it provides them scale, scope and direction which they can use to create their visions for a particular space. Therefore, MESA-Planning and Russell Tether Fine Art (hereinafter the Consultant Team) have prepared the following proposal which seeks to establish Westlake as a Local/State/National example demonstrating the extent to which a well-established,well-managed, and inclusive Public Art Program can enrich Westlake's quality of life and quality of the physical city as well as make a significant contribution for advancement of the arts in the larger Dallas/ Ft. Worth Metroplex. SCOPE OF SERVICES Part One: Public Art in Westlake:At the outset, it is important to establish target objectives regarding what the Town is seeking through its Public Arts Program.There is a continued tendency for an art program to drift toward personal preference and popular notions of aesthetic. Therefore, a clear ROBIN.H.MCCAFFREY AIA.FAICP 11700 PRESTON.RD.STE.660-299 DALLAS.TX.75230 PH + 214.535.7484 rmccaffrev@mesa-plannin�.com M E � � + P LA� �I 4� I �I � mission needs to be set in place at the beginning. This mission must be powerful and clearly stated so that it can be used to refresh the collective mind of those advancing this program. The following tasks explain how to formulate a Mission Statement and Goals/Objectives for the Program. Task 1.1: Council/Commission Work Session The Consultant Team will conduct a work session with the Westlake Town Council and Town Planning Commission (in a joint session)that addresses the following: a. A case study review of better Public Art programs, nationally b. A discussion of the various components of Public Art and how these would manifest in Westlake. Components include Art in Place,Art in Architecture, Public Monument,Art in Education,Art in the everyday experience, etc. c. Dialogue about the various components and case examples. Task 1.2:Westlake Public art Program Goals and Objectives Based on the outcomes of Task 1.1 (above)the Consultant Team will draft a set of Art Program goals and objectives for Westlake. These Goals and Objectives will be arranged according to the program components, also identified in the Task 1.1 Work Session. The Goals and Objectives will be distributed to Commission and Council for comment. Task 1.3: Mission Statement for the Westlake Public Art Program Based on the outcomes of Task 1.1 and Task 1.2,the Consultant Team will draft a Mission Statement for the Westlake Public Art Program which will serve to define its core purpose, the overarching outcome to which all other aspects of the program are subservient. The mission Statement will be distributed to the Town Commission and Council for review and comment. Task 1.4: Meetings with Major Land Owners and Developers: The Consultant Team firmly believes that the development community of Westlake will view a disciplined and targeted Public Art Program as a Town asset having broad respect in the market place. The partnership commitment of the land owners and developers is essential to a successful program. Therefore,the Consultant Team will meet with key land owners and active developers to share the Program Goals/Objectives and Mission Statement as well as examples of how it is expected to work and gather their comment and inputs. Where the goals and objectives or mission statement needs to be refined or expanded,the Consultant will recommend appropriate amendments. Further the Consultant Team will make recommended modifications to the program concepts where the expectations of the program are a cause of concern or where the program expectations fall short of what can be accomplished. ROBIN.H.MCCAFFREY AIA.FAICP 11700 PRESTON.RD.STE.660-299 DALLAS.TX.75230 PH + 214.535.7484 rmccaffrev@mesa-plannin�.com M E � � + P LA� �I 4� I �I � Part Two:The Public Art Framework Plan: Public Art in Westlake will occupy and define space as well as influence the form of development, depending on which aspect of the Public Art Program is being pursued. Therefore, it is important to identify where various program aspects will be promoted. For example, locations of monumental art needs to be targeted.The following Tasks seek to give spatial structure to the program, thereby creating a connection between Public Art and development of the Town. Task 2.1:Allocation of Art type and Program component thrust within the various Plan Elements of the Comprehensive Plan Art placement by type and program component focus will vary according to the Character Communities, the Street Types, the Open Space and Park types, and the Urban Design Structure as specified in the Westlake Comprehensive Plan (Forging Westlake, 2015).Therefore, each Plan Element of the 2015 Westlake Comprehensive Plan will be analyzed to identify opportunities for Public Art (consistent with the program Mission and Goals and Objectives). A summation of these "Public Art Opportunities" will be prepared by the Consultant Team. Further, the "Public Art Opportunities" will be prioritized according to the extent to which each opportunity contributes to accomplishing the stated goals and mission. Task 2.2:A Pubic Art Framework Plan Based on the products of Task 2.1, above, the Consultant Team will prepare a Public Art Framework Plan which assigns Art (by type) and program aspect (by type)to a base map showing the Land Use Character Communities, the Thoroughfares, and Parks/Open Space as presented in the Comprehensive Plan. This spatial allocation of the Public Art initiative will facilitate incorporation of the program into the development review/site plan review processes of the Town. It will also make Public Art a Transactional consideration in the forthcoming Westlake TDSF Program. Part Three:The Public Art Program:The Public Art Program is broad undertaking which consist of Art (the works), Funding, and Program/Works Management. Promoting, Selecting,Acquiring, Placing, Maintaining, and Interpreting are all important activities conducted within a coherent management structure. Therefore, the Westlake Public Art Program must be built around the Mission it serves,the Goals and Objectives which guide it, and the opportunities for Art in the Town. The following tasks establish the various elements of the program which collectively comprise an effective approach to Public Art in Westlake. Task 3.1: Works The Consultant Team will prepare a recommended action agenda and/or program structure for the various aspects of gathering, selecting, and implementing the Art works. These include: ROBIN.H.MCCAFFREY AIA.FAICP 11700 PRESTON.RD.STE.660-299 DALLAS.TX.75230 PH + 214.535.7484 rmccaffrev@mesa-plannin�.com M E � � + P LA� �I � I �I � a. Public Art Competition: The Consultant Team will layout an organizational structure, action agenda, operational guide, governance, and procedures for a Westlake Public Art Competition. This competition will place Westlake at the center of art activity in the Metroplex(perhaps the State) and create an interface between artists (established and establishing), art interests/ institutions, and the Competition leadership that will avail a broad choice of work options to the Town and give Westlake's Pubic Art Program the credibility it needs to effectively fulfill its mission. b. Art in Architecture:The Consultant Team will layout an organizational structure, action agenda, operational guide, governance, and procedures for a Westlake Public "Art-in-Architecture" Program. This program will seek to include artists in the design of the Town's built fabric so that art becomes more integral and more a part of one's everyday experience. An example of this is what DART has done with the design of its Transit Stations. c. Donations:The Consultant Team will layout an organizational structure, action agenda, operational guide, governance, and procedures for seeking work donations at appropriate places within the Framework plan. d. Acquisitions:The Consultant Team will layout an organizational structure, action agenda, operational guide, governance, and procedures for on-going Art Acquisitions. Task 3.3: Funding The Consultant Team will identify funding opportunities for various types of Art and develop a funding strategy which considers: a. Public Funding Mechanisms, including TIF or PID. b. Corporate Sponsorship, including how to manage an on-going corporate sponsorship effort. c. Endowment, including how to manage an on-going endowment effort. d. Grants, identifying available grant opportunities e. Program generated fees and income, identifying opportunities to generate revenue within the program (such as special events, interpretation, etc.) f. A Public Art Fund,the setting up of a fund repository serving the Westlake Public Art Program. g. Assumption of Private exposure, includes private land owner contribution to the public fund equal to a "normal" private investment in project art that limits the land owner's exposure to further cost associated with the Public Art Program. Task 3.4:Works Management The Consultant Team will prepare a program management manual that considers the following: a. Placement: identifies procedures and criteria by which selected works are placed within the City b. On-going Maintenance: identifies maintenance procedures associated with works by type and the responsible maintaining party. ROBIN.H.MCCAFFREY AIA.FAICP 11700 PRESTON.RD.STE.660-299 DALLAS.TX.75230 PH + 214.535.7484 rmccaffrev@mesa-plannin�.com M E � � + P LA� �I � I �I � c. Curator: identifies management and operation responsibilities of Westlake's overall Public Art Collection when such collection is established at an appropriate level. d. Interpretation: identifies various means by which the Artworks of Westlake can be accessed and appreciated by full time residents, day time residents, and visitors to the Town. Task 3.4: On-going Support A structure for the on-going assistance and advise of the certain members of the Consultant Team in order to facilitate launch and operation of the Program in its early stages. FEES Work on this scope of services will be billed on an hourly basis. Hourly charges will not exceed $25,000 without approval of the Client. The not to exceed budget of$25,000 is not a maximum for completion of the tasks described herein but meant to provide a basis for starting the work described herein. The total fee required to complete all tasks can be better determined after the consultant team is able to access various levels of public and private participation, budgets, and timeframes. Hourly fees shall be charged in accordance with the following fee schedule: Senior Principal (Robin McCaffrey) $120.00 Principal (Ashley Shook) $100.00 Art and Art Program Coordinator Russell Tether) $120.00 CONDITIONS The following is listing of contractual conditions that apply to this proposal: 1. The Client will provide the following: a. All planning documents and studies b. Available base maps, surveys, deed restrictions and/or legal obligations associated with the project area c. Historic photographs d. Information regarding pending and/or proposed projects 2. Not included in this proposal are the following: a. Construction drawings or art designs b. Engineered drawings and/or cost estimates c. Legal services/ reviews d. Cost of art acquisition e. Liabilities associated with Art Installation ROBIN.H.MCCAFFREY AIA.FAICP 11700 PRESTON.RD.STE.660-299 DALLAS.TX.75230 PH + 214.535.7484 rmccaffrev@mesa-plannin�.com M E � � + P LA� �I 4� I �I � 3. This Agreement may be terminated by either party at any time by a notice to the other party, in writing, which termination shall be effective upon receipt. If such termination shall occur without fault or breech by MESA Planning, MESA Planning shall be entitled to be paid for services authorized by the Client up to the time of termination,the products of which shall be provided to the Client, in keeping with the terms of service contained in this Agreement. Owner will be responsible for payment of all Consultant fees and reimbursables expended through the date of termination. 4. MESA Planning may subcontract consultants in the performance of any services described in this agreement(with Client approval). 5. Compensation for all services shall be paid in Dallas, Dallas County,Texas. 6. Invoice Schedule: Billing will be on a progress basis at the end of each month. 7. Terms: Payments are due within a maximum of 45 days from receipt of invoice. 8. If the client fails to make payments to MESA Planning in accordance with this agreement, such failure shall be considered substantial non-performance and cause for termination or, at MESA Planning's option, cause for suspension of performance of service under this agreement. If MESA Planning elects to suspend service, prior to suspension of services, MESA Planning shall give seven (7) days written notice to the client. In the event of a suspension of services, MESA Planning shall have no liability to the client for delay or damage caused to the client because of such suspension of services. Client agrees to hold MESA Planning harmless from and completely indemnify MESA Planning from and against any and all damages, costs, attorney's fees, and/or other expenses which MESA Planning may incur as a result of any claim by any person or entity arising out of such suspension of work. Before resuming services, MESA Planning shall be paid all sums due prior to suspension and any expenses incurred in the interruption and resumption of MESA Planning's services. 9. The Texas Board of Architectural Examiners has jurisdiction over complaints regarding the professional practices of persons registered as Architects in Texas.Texas Board of Architectural Examiners, P.O. Box 12337,Austin,Texas 78711-2337;tele: 512.305.9000;fax: 512.305.9005; e- mail:www.tbae.state.tx.us. 10. LIMITATION OF LIABILITY:To the maximum extent permitted by law,the Client agrees to limit MESA Planning's liability for the Client's damages to the sum of MESA Planning's fees indicated in this proposal.This limitation shall apply regardless of the cause of action or legal theory pled or asserted. ROBIN.H.MCCAFFREY AIA.FAICP 11700 PRESTON.RD.STE.660-299 DALLAS.TX.75230 PH + 214.535.7484 rmccaffrev@mesa-plannin�.com M E � � + P LA� �I � I �I � 11. By making visits to the site, MESA Planning is not assuming the responsibilities of the artist, builder, Construction Manager, Construction Superintendent or any of their agents or subcontractors. 12. Plans, drawings and specifications or other writings or documents prepared or provided by MESA Planning hereunder are prepared as instruments of service for this Project only, but may be used by MESA Planning for purposes of illustrating the scope and nature of project involvement for business development purposes. MESA Planning shall provide Client with a reproducible set of drawings and text for its records. MESA Planning shall not provide processes or mechanisms that are proprietary in nature and part of the intellectual property of MESA Planning. 13. It is expressly understood and agreed that MESA Planning shall not have control of, or charge of, or be responsible for construction, means, methods, techniques, sequences or procedures, or for safety precautions or programs in connection with the Project or for the acts or omissions of any contractor,subcontractor or other persons performing work for the Site, and the Client shall indemnify MESA Planning and hold MESA Planning harmless from and against any and all claims, demands, losses, costs, liabilities and damages including, without limitation, reasonable attorney's fees and expenses, incurred by MESA Planning and arising out of or related to any of the aforesaid. 14. Notwithstanding any other provision of this Agreement, MESA Planning and MESA Planning's sub-consultants shall have no responsibility for the discovery, presence, handling, removal, disposal or exposure of persons to hazardous materials in any form at the project site, including but not limited to asbestos, asbestos products, mold, polychlorinated biphenyl (PCB) or other toxic substances. 15. During the term of this Agreement, MESA Planning shall maintain: Professional liability insurance in an amount not less than $1,000,000 per occurrence and $1,000,000 annual aggregate. 16. MESA Planning shall indemnify and hold the Client harmless from and against any and all loss, claims, actions, damages, liability and expense in connection with loss of life, personal injury, damage to property or any other loss or injury arising directly from or out of the negligent performance of the Work. MESA Planning shall not be required, however, to indemnify any party against a claim arising from the willful misconduct or negligence of that party. 17. Should any provision contained in this Agreement for any reason be held to be void, invalid, illegal or unenforceable, such determination shall not affect any other provision hereof, and this Agreement shall be considered as if the entirety of such void, invalid or unenforceable provision had never been contained in this Agreement. ROBIN.H.MCCAFFREY AIA.FAICP 11700 PRESTON.RD.STE.660-299 DALLAS.TX.75230 PH + 214.535.7484 rmccaffrev@mesa-plannin�.com M E � � + P LA� �I � I �I +� 18. In the event disputes are not satisfactorily resolved through informal discussions, the Client and MESA Planning agree that all disputes between them arising out of or relating to this Agreement shall be submitted to non-binding mediation. In the event that the parties to this Agreement are unable to reach a settlement through mediation, then such disputes shall be settled through litigation, in a court of competentjurisdiction. 19. This Agreement shall be administered and interpreted under the laws of the State of Texas. Exclusive venue shall lie in any court of competent jurisdiction located in a mutually agreed upon venue. 20. All notification to either party by the other that is required under this Agreement shall be personally delivered or mailed to such party at the following respective addresses: Tom Brymer Ashley Shook and Robin McCaffrey Town Manager MESA Planning Town of Westlake 11700 Preston Road, Suite 660-299 3 Village Circle Dallas, Texas 75230 Suite 202 Phone: 214-543-9557 Westlake,TX 76262 Accepted: Town of Westlake by Tom Brymer,Town Manager Date Mesa Planning by Robin H. McCaffrey FAICP, AISA Date ROBIN.H.MCCAFFREY AIA.FAICP 11700 PRESTON.RD.STE.660-299 DALLAS.TX.75230 PH + 214.535.7484 rmccaffrev@mesa-plannin�.com M E � � + P LA� �I � I �I +� ROBIN.H.MCCAFFREY AIA.FAICP 11700 PRESTON.RD.STE.660-299 DALLAS.TX.75230 PH + 214.535.7484 rmccaffrev@mesa-plannin�.com .?'��.�+w.,,�'S. # � � h��^ '.- . { � °�k �°'� estlake Town Council �� }� �''��-..,,�,�-"r� TYPE OF ACTiON Workshop - Discussion Item Westlake Town Council Meeting Monday, March 28, 2016 ToP[c: Presentation and discussion of the Keller Police Department animal control duties, the registration of animals and proposed amendments to the Code of Ordinances. STAFF CONTACT: Amanda DeGan, Assistant Town Manager Strategic Alignment Vision, Value, Mission Perspective Strategic Theme & Results Outcome Ob'ective Mission: Westlakc is a unique community blcnding preservation of our natural environment and Exemplary Service&Governance viewscapes,while serving Citizen, Student& -We set the standard by delivering preserve Desirability unparalleled municipal and our residents and businesess Stakeholder educational services at the lowest &Quality of Life with superior municipal and academic services that are cost. accessible, efficient,cost- effective, &transparent. Strate�ic Initiative Outside the Scope of Identified Strategic Initiatives Time Line- Start Date: March 28, 2016 Completion Date: N/A Funding Amount: $X,XXX Status - � Funded Source - General Fund EXECUTIVE SUMMARY (INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) The Town of Westlake entered into an inter-local agreement to provide police services for our community in 2002. Animal control and enforcement services are one component of the agreement. We average approximately 90 calls for service on an annual basis and our contract provisions allow our residents and stakeholders access to the following: • Adoption & Housing Services (in conjunction with the North TeXas Humane Society) • Micro-chip Services • Animal Registration (if applicable) • Ordinance enforcement, investigation and citation issuance if necessary (dangerous dog, dog at large, etc.) • Removal of animals from roadway (deceased) • Removal of both domesticated and non-domesticated animals suspected of rabies • Removal of non-domesticated animals on the Academy campus and other areas as needed • Educational training (Coyote, etc.) The city of Keller also provides services to the cities of Southlalce, Colleyville and assists the city of Roanoke should the need arise (as Roanoke has their own animal control officer on staf�. The information regarding processing for the cities in the consortium will be similar for the purposes of our discussion. Keller requires that dogs and cats be registered within their city and offers the service at no cost to their residents. Should we determine this is a viable option for our community we would discuss a registration arrangement with the department, as well. Registration allows for greater ease in owner notification and return of animals that have been lost or have wandered from their home and allows the department to verify that registered animals have received the proper vaccinations. Currently, animal control does not require that animals have a micro-chip; however, they will provide the service for a minimal fee should a resident make the request. Captain Tommy Simmons has also reviewed the existing ordinance for Westlake and compared it to the ordinance in Keller to determine if there are recommended updates, which could be implemented to help with the consistency in enforcement. Any ordinance relative to animals within a community must follow the Texas Health & Safety code which governs the statutes that are specific to the laws for dogs; including, dangerous dogs, registration/vaccinations, and the spay/neuter laws. The proposed changes to our ordinance are attached for your review and the recommendations are not eXpected to necessitate a change in our current contract with the city of Keller for police services. RECOMMENDATION Discussion of existing ordinance and recommendations regarding any changes the Council would have implemented. ATTACHMENTS Code of Ordinances—Animal Control Code of Ordinances - Chapter 14 - ANIMALS ARTICLE I. - IN GENERAL Secs. 14-1-14-30. - Reserved. ARTICLE II. - ANIMAL CONTROL DIVISION 1 . - GENERALLY Sec. 14-31 . - Definitions. The following words, terms and phrases when used in this article, shall have the meanings ascribed to them in this section, except where the context clearly indicates a different meaning: Animal means any live creature, both domestic and wild, except humans. The term "animal" includes fowl, fish and reptiles. Animal control officer means an employee or agent of the town, designated by the town manager to administer and enforce the licensing, inspection and enforcement requirements contained within this article. Animal hospital means any establishment maintained and operated by a licensed veterinarian for surgery, diagnosis, and treatment of animal diseases and injuries. Animal nuisance means any nuisance arising out of the keeping, maintaining or owning of, or failure to exercise sufficient control of, an animal. Animal shelter means any facility operated by the town or humane society for the temporary care, confinement and detention of animals and for the humane euthanizing and other disposition of animals. The term "animal shelter" shall also include any private facility authorized by the town manager or their designee to impound, confine, detain, care for or euthanize any animal. At heel means that a dog is directly behind or next to a person and obedient to that person's command. At large means that an animal is off the premises of the owner, and not on a leash or otherwise under the immediate control of a person physically capable of restraining the animal. Page 1 Cruelty means any act or omission whereby unjustifiable physical pain, suffering or death of an animal is caused or permitted, including failure to provide proper drink, air, space, shelter or protection from the elements, a sanitary and safe living environment, veterinary care or nutritious food in sufficient quantity. In the case of activities where physical pain is necessarily caused, such as medical and scientific research, food processing, customary and normal veterinary and agricultural husbandry practices, pest elimination, and animal training and hunting, the term "cruelty" shall mean a failure to employ the most humane method reasonably available. Disposition means adoption, quarantine, voluntary or involuntary custodianship or placement, or euthanasia humanely administered to an animal. The term "disposition" includes placement or sale of an animal to the general public, or removal of an animal from any pet shop to any other location. Domestic animal means dogs, cats, domesticated sheep, horses, cattle, goats, swine, fowl, ducks, geese, turkeys, confined domestic hares and rabbits, pheasants, and other birds and animals raised and/or maintained in confinement. Exotic animal means any live monkey, alligator, crocodile, cayman, raccoon, skunk, fox, bear, sea mammal, poisonous snake, member of the feline species other than domestic cat (Felis domesticus), member of the canine species other than domestic dog (Canis familiaris) or any other animal that would require a standard of care and control greater than that required for domestic farm animals or customary household pets sold by commercial pet shops. Guard dog and attack dog mean a dog trained to attack on command or to protect persons or property, and who will cease to attack upon command. Harbor means to feed or shelter an animal for three or more consecutive days. Impoundment means the taking into custody of an animal by any police officer, animal control officer, or any authorized representative thereof. Kennel means any premises wherein any person engages in the business of boarding, breeding, buying, letting for hire, training for a fee, or selling dogs or cats. Page 2 Owner means any person having temporary or permanent custody of, sheltering or having charge of, harboring, exercising control over, or having property rights to, any animal covered by this article. Public nuisance animal means any animal that unreasonably annoys humans, endangers the life or health of persons or other animals, or substantially interFeres with the rights of citizens, other than their owners, to enjoyment of life or property. The term "public nuisance animal" shall include, but not be limited to: (1) Any animal that is repeatedly found running at large; (2) Any dog or cat in any section of a park or public recreation area unless the dog or cat is controlled by a leash or similar physical restraint; (3) Any animal that damages, soils, defiles or defecates on any property other than that of its owner; (4) Any animal that makes disturbing noises, including but not limited to, continued and repeated howling, barking, whining, or other utterances causing unreasonable annoyance, disturbance, or discomfort to neighbors or others in close proximity to the premises where the animal is kept or harbored; (5) Any animal that causes fouling of the air by noxious or offensive odors and thereby creates unreasonable annoyance or discomfort to neighbors or others in close proximity to the premises where the animal is kept or harbored; (6) Any animal in heat that is not confined so as to prevent attraction or contact with other animals; (7) Any animal, whether or not on the property of its owner, that without provocation, molests, attacks, or otherwise interferes with the freedom of movement of persons in a public right-of-way; (8) Any animal that chases motor vehicles in a public right-of-way; (9) Any animal that attacks domestic animals; (10) Any animal that causes unsanitary conditions in enclosures or surroundings where the animal is kept or harbored; (11 ) Any animal that is offensive or dangerous to the public health, safety or welfare by virtue of the number of animals maintained at a single residence or the inadequacy of the facilities. Page 3 Sanitary means a condition of good order and cleanliness to minimize the possibility of disease transmission. Under restraint means that an animal is secured by a leash, lead under the control of a person physically capable of restraining the animal and obedient to that person's commands, or securely enclosed within the real property limits of the owner's premises. Vicious animal and dangerous animal mean any animal that attacks, bites, or physically injures human beings, domestic animals, or livestock without adequate provocation, or which, because of temperament or training, has a known propensity to attack, bite, or physically injure human beings, domestic animals, or livestock. Any wild animal or any animal that without provocation has bitten or attacked a human being or other animal shall be prima facie presumed vicious or dangerous. Wild animal means any monkey, nonhuman primate, raccoon, skunk, fox, leopard, panther, tiger, lion, lynx or any other warm-blooded animal that can normally be found in a wild state. The term "wild animal" does not include domestic dogs (excluding hybrids with wolves, coyotes or jackals), domestic cats (excluding hybrids with ocelots or margays), farm animals, rodents, any hybrid animal that is part wild, and captive-bred species of common cage birds. (Ord. No. 347, § 2, 2-14-2000) Cross reference— Definitions generally, § 1-2. Sec. 14-32. - Nuisances. It shall be unlawful for any person to keep any animal on any property located within the corporate limits of the town when the keeping of the animal constitutes a public nuisance or menace to public health or safety. (Ord. No. 347, § 3, 2-14-2000) Sec. 14-33. - Keeping of exotic animals. It shall be unlawful for anyone to own or harbor any exotic animal without the written permission of the town manager or his/her designee. Such permission shall be given only if it is demonstrated to the satisfaction Page 4 of the town manager or his/her designee that the animal will not constitute a threat to public health or safety. (Ord. No. 347, § 4, 2-14-2000) Sec. 14-34. - Number of animals kept; location of kennels. (a) It shall be unlawful for any person to keep more than t#�e� four 4 dogs, cats or other animals within the town; except that a litter of pups, kittens or other young animals may be kept for a period of time not exceeding five months from birth. This subsection shall not apply to any permitted establishment where animals are kept for breeding, sale, sporting purposes, or boarding. The number of large animals may not exceed that allowed in section 14-40. (b) In areas where kennels are permitted, no kennel shall be located closer than 500 feet from the property line of the nearest adjacent residential lot. (Ord. No. 347, § 5, 2-14-2000) Sec. 14-35. - Caring for animals. (a) It shall be unlawful for the owner or custodian of any animal to refuse or fail to provide the animal with sufficient wholesome and nutritious food, potable water, veterinary care when needed to prevent suffering, humane care and treatment, or to unnecessarily expose the animal in hot, stormy, cold or inclement weather. (b) No owner or custodian of any animal shall willfully abandon the animal on any street, road, highway or public place, or on private property when not in the care of another person. (Ord. No. 347, § 6, 2-14-2000) Sec. 14-36. - Sanitation. (a) No owner or custodian of any animal shall cause or allow the animal to soil, defile or defecate on any public property or upon any street, sidewalk, public way, play area or common grounds owned jointly by the members of a homeowners or condominium association, or upon private property other than that of the owner, unless the owner or Page S custodian immediately removes and disposes of all feces deposited by the animal by the following methods: (1 ) Collection of the feces by appropriate implement and placement in a paper or plastic bag or other container; and (2) Removal of the bag or container to the property of the animal owner or custodian and disposition thereafter in a manner as otherwise may be permitted by law. (b) No person owning, harboring or keeping an animal within the town shall permit any waste matter from the animal to collect and remain on the property of the owner or custodian, so as to create an unhealthy, unsanitary, dangerous or offensive living condition on the owner's or custodian's property, or to abutting property of others. (c) No person owning, harboring, keeping or in charge of any animal shall cause unsanitary dangerous or offensive conditions by virtue of the size or number of animals maintained at a single location or due to the inadequacy of the facilities. (Ord. No. 347, § 7, 2-14-2000) Sec. 14-37. - Injuring and poisoning of animals prohibited. (a) It shall be unlawful for any person to willfully or maliciously strike, beat, abuse, or intentionally run down with a vehicle any animal, or otherwise engage in any act to cause or inflict unnecessary pain, injury, suffering or death to the animal; except that reasonable force may be used to drive away vicious or trespassing animals. (b) No person, except a licensed veterinarian for humanitarian purposes, shall administer poison to any animal, or knowingly leave any poisonous substance of any kind or ground glass in any place with the intent to injure any animal. The provisions of this section are not applicable to licensed exterminators using poisons as part of a pest control program or the use of commercial insecticides and rodent baits used to control insects and wild rodents. (Ord. No. 347, § 8, 2-14-2000) Sec. 14-38. - Disposition of large animals. Page 6 Any animal control officer or other designated person on call who removes a large animal such as a horse, cow, mule or any other animal not acceptable by any animal hospital or shelter shall be authorized to call a trucking firm or company which shall convey the animal to a farm or other appropriate facility that has an agreement with the town to accept such animals. The disposition of any animal removed to a facility other than an animal hospital or shelter shall be handled in the same manner as though the animal were confined in an animal hospital or shelter. (Ord. No. 347, § 14, 2-14-2000) Sec. 14-39. - Vaccination of dogs and cats. Proof of rabies vaccination is required. All owners of dogs or cats must show to the satisfaction of the animal control officer that their dog or cat has been inoculated against rabies within the last two years. (Ord. No. 347, § 15, 2-14-2000) State Law reference— Rabies vaccinations, V.T.C.A., Health and Safety Code § 826.021 et seq. Sec. 14-40. - Area for keeping grazing animals. Grazing animals 500 pounds or greater, including horses and cattle, must have a minimum fenced or enclosed area of 40,000 square feet per animal. Grazing animals of less than 500 pounds, including sheep and goats, must have a minimum fenced or enclosed area of 15,000 square feet per animal. (UDC 1994, art. IV, § 7.1 ; Ord. No. 347, § 18, 2-14-2000) Sec. 14-41 . - Enforcement. Animal control officers, contracted with the town or other designees of the town manager, shall be the enforcement officials for this article. These officials, along with police officers, shall have the authority to act on behalf of the town in investigating complaints, impounding and destroying animals, issuing citations, and taking other lawful actions as required to enforce the provisions of this article. It shall be a violation of this article to interFere with Page 7 any animal control officer or other enforcement official in the perFormance of his duties. (Ord. No. 347, § 19, 2-14-2000; Ord. No. 512, § 7, 4-23-2007) Sec. 14-42. - Violations and penalties. (a) It shall be a violation of this article to: (1) Fail to comply with any provision of this article; and (2) Fail to comply with any lawful order of the animal control officer, or police officer unless the order is lawfully stayed or reversed. (b) Any person who violates any provision of this article shall be deemed guilty of a misdemeanor and shall be punished by a fine of not less than $50.00 nor more than $�500.00. If a violation continues, each day's violation shall be deemed a separate offense. (Ord. No. 347, § 20, 2-14-2000) Secs. 14-43-14-60. - Reserved. DIVISION 2. - HOGS OR SWINE Sec. 14-61 . - Keeping of hogs or swine; restrictions. It shall be unlawful for any person to keep, harbor or raise within the limits of the town more than two hogs or swine per acre of landholdings of such person within the limits of the town, or to construct, erect or maintain any pen or other enclosure for such animals which is not less than 1 ,000 feet from any property adjoining the property of the person keeping, harboring or raising such animals and not less than 1 ,000 feet from any public road within the limits of the town. (Ord. No. 32, § 1 , 1-2-1965) Secs. 14-62-14-80. - Reserved. DIVISION 3. - RESTRAINT; CONFINEMENT; ANIMALS AT LARGE; IMPOUNDMENT Sec. 14-81 . - Restraint and confinement generally. Page 8 (a) It shall be unlawful for the owner of any animal to fail to keep the animal under restraint or to permit the animal to run at large upon the streets and public ways of the town. (b) Any dog, while on a street, sidewalk, public way or in any park, public square, or other public space, or upon any private property without the consent of the owner, shall be secured by a leash or chain of sufficient tensile strength to restrain the particular dog, or shall be at heel and securely muzzled. (c) No owner or custodian of any animal shall fail to exercise proper care and control of the animal to prevent the animal from becoming a public nuisance. (d) Every female dog or cat in heat shall be confined in a building or other enclosure in such a manner that the female dog or cat cannot come into contact with another animal except for planned breeding. (Ord. No. 347, § 9, 2-14-2000) Sec. 14-82. - Restraint of guard dogs. (a) Every owner of a guard dog or of an attack dog shall keep the dog confined in a building, compartment or other enclosure. Any such enclosure shall be completely surrounded by a fence at least six feet in height and shall be topped with an anti-climbing device constructed of angle metal braces with at least three strands of equally separated barbed wire stretched between them. (b) All anti-climbing devices shall extend inward at an angle of not less than 45 degrees nor more than 90 degrees when measured from the perpendicular. (c) The areas of confinement shall all have gates and entrances thereto securely closed and locked, and all fences properly maintained and escape proof. (d) The provisions of this section shall not apply to dogs owned or controlled by government law enforcement agencies. (Ord. No. 347, § 10, 2-14-2000) Sec. 14-83. - Restraint of vicious animals. Page 9 Every vicious animal shall be confined by its owner or an authorized agent of its owner within a building or secure enclosure and, whenever off the premises of its owner, shall be securely muzzled and restrained with a chain having a minimum tensile strength of 300 pounds and not more than three feet in length, or caged. Every person harboring a vicious animal is charged with an affirmative duty to confine the animal in such a way that children do not have access to the animal. (Ord. No. 347, § 11 , 2-14-2000) Sec. 14-84. - Property owners may impound. Any person finding an animal at large upon his/her property may remove the animal to any animal shelter that will take possession of the animal. If no shelter is available, the property owner may hold the animal in his/her own possession, and as soon as possible, notify the animal control officer. The property owner shall provide a description of the animal and the name of the owner if known. The animal control officer shall take possession of the animal. (Ord. No. 347, § 12, 2-14-2000) Sec. 14-85. - Return of animal to owner. If the name of the owner or custodian of an animal found at large is known or can be obtained with reasonable dispatch, the animal control officer shall return the animal to the residential address of the owner. If there is no one present, the animal control officer shall leave written notice of whom the owner must contact to reclaim the animal. The officer shall then remove the animal to the nearest animal hospital or shelter that will accept the animal. (Ord. No. 347, § 13, 2-14-2000) Sec. 14-86. - Impoundment. (a) In addition to any other remedies provided in this article, an animal control officer or a police officer may seize, impound and humanely confine to an animal shelter or hospital any of the following animals: (1 ) Any dog or cat without valid proof of rabies vaccination; Page 10 (2) Any animal at large; (3) Any animal constituting a public nuisance or considered a danger to the public; (4) Any animal that is in violation of any quarantine or confinement order of the town's chief health officer; (5) Any unattended animal that is ill, injured or otherwise in need of care; (6) Any animal that is reasonably believed to have been abused or neglected; (7) Any animal that is reasonably suspected of having rabies; (8) Any animal that is charged with being potentially dangerous, or dangerous where any animal control officer or the town manager determines that there is a threat to public health and safety; (9) Any animal that a court of competent jurisdiction has ordered impounded or destroyed; (10) Any animal that is considered unattended or abandoned, as in situations where the owner is deceased or has been arrested or evicted from his/her regular place of residence. (b) An animal control officer or police officer may also, or in lieu of impoundment, issue to the owner a notice of violation which will be filed with the municipal court. �"���iEe--s L ��^�-t-���—^�,�e�a , , , ?h�ll ho r�i ir�ich�� r�rn�iiiJor! h�i �hic �r�i�� (Ord. No. 347, § 16, 2-14-2000) Sec. 14-87. - Notice to owner and redemption. (a) Upon impoundment of an animal, the animal control officer shall immediately attempt to notify the owner by telephone, visit to residence or certified mail. If the owner is unknown, the animal control officer shall post written notice for three consecutive days at the town hall describing the animal and the time and place of taking. Any notice to the owner shall also include the location of the shelter or hospital where the animal Page 11 is confined, hours during which the animal can be reclaimed, and fees to be charged to the owner. The owner shall also be advised that the failure to claim the animal within a specified period of time may result in the disposition of the animal. (b) An owner reclaiming an impounded animal shall pay the fee of the appropriate shelter where his/her animal has been impounded. The daily rate charged for any subsequent impoundment occurring within 12 months shall be double at the rate which was charged for each day of confinement during the first impoundment. (c) Any animal not reclaimed by its owner within #�three 3 working days shall become the property of the town and shall be placed for adoption in a suitable home or euthanized in a humane manner. (Ord. No. 347, § 17, 2-14-2000) Page 12 Town Cou nci I Item # 4c Discussion of items to be placed on future agendas, updates on development trends and progress of past development projects. (15 min) Town Cou nci I Item # 4d — Granada Development Standing Item: Update and discussion regarding the Granada Development, including items posted on the regular session agenda and the Covenants Conditions Restrictions (CCR's) and Design Standards. Town Cou nci I Item # 4e — Entrada Development Standing Item: Update and discussion regarding the Entrada Development, including items posted on the regular session agenda and public art. i. Discuss methods to attract future retail and business location placement within Entrada Town Cou nci I Item # 5 — Executive Session EXECUTIVE SESSION a. Sec. 551.071 Consultation with Attorney (1) when the governmental body seeks the advice of its attorney about: (A) pending or contemplated litigation; or (B) a settlement offer; (2) Consultation with Attorney on a matter in which the duty of the attorney to the governmental body under the Texas Disciplinary Rules of Professional Conduct of the State Bar of Texas clearly conflicts with this chapter: Ordinance 767 b. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1). Maguire Partners-Solana Land, L.P., related to Centurion's development known as Entrada and Granada c. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1). Hillwood Properties: Project Blizzard d. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1). Project Lynx e. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1). BRE Solana, LLC f. Section 551.072 to deliberate the purchase, exchange, lease of value of real property regarding Town Hall offices g. Section 551.072 to deliberate the purchase, exchange, lease, or value of real property regarding possible fire station sites Town Cou nci I Item # 6 — Reconvene Council Meeting Town Cou nci I Item # 7 — Council Recap / Staff Direction COUNCIL RECAP / STAFF DIRECTION Town Cou nci I Item # 8 — Adjournment Work Session Town Cou nci I ❖ Proclamation in honor/support of Westlake Historical Item # 2 — Items of Preservation Society's Historical Marker Dedication for the Stagecoach Star Route Community Interest ITEMS OF COMMUNITY INTEREST: Mayor and Council Reports on Items of Community Interest pursuant to Texas Government Code Section 551.0415 the Town Council may report on the following items: (1) expression of thanks, congratulations or condolences; (2) information about holiday schedules; (3) recognition of individuals; (4) reminders about upcoming Town Council events; (5) information about community events; and (6) announcements involving imminent threat to public health and safety. ✓ Municipal Office Closed in observance of Good Friday Friday, March 25, 2016 ✓ Town Council Workshop/Meeting Monday, March 28, 2016; 5:00 pm ✓ WHPS Historical Marker Dedication Day for the Star Stage Saturday, April 2, 2016; 3:00— 5:00 pm Stagecoach Hills - 13187 Thornton Drive. ✓ Coffee &Conversation with the Mayor Monday, April 4, 2016; 8-9:30 am Marriott Hotel — Solana Great Room ✓ Planning &Zoning Commission Workshop/Meeting Monday, April 4, 2016; 5:00 pm ✓ MasterWorks Concert in Westlake— Brave Combo, 2x Grammy winning band Thursday, April 7, 2016; 7 —8:00 pm Solana's Plaza (retail courtyard), 1301 Solana Blvd. ✓ Board of Trustees Workshop/Meeting Monday, April 11, 2016; 5:00 pm ✓ WA Barbara Brizuela Memorial Site Dedication & Reception Tuesday, April 12, 2016; 8—9:00 am WA Primary Entrance Flagpole &Commons Town Cou nci I Item # 3 — Citizen Comments CITIZEN COMMENTS: This is an opportunity for citizens to address the Council on any matter whether or not it is posted on the agenda. The Council cannot by law take action nor have any discussion or deliberations on any presentation made to the Council at this time concerning an item not listed on the agenda. The Council will receive the information, ask staff to review the matter, or an item may be noticed on a future agenda for deliberation or action. Town Cou nci I Item # 4 — Consent Agenda CONSENT AGENDA: All items listed below are considered routine by the Town Council and will be enacted with one motion. There will be no separate discussion of items unless a Council Member or citizen so requests, in which event the item will be removed from the general order of business and considered in its normal sequence. a. Consider approval of the minutes from the February 22, 2016, meeting. b. Consider approval of the minutes from the March 7, 2016, meeting. c. Consider approval of Resolution 16-08, Authorizing the Mayor to enter into a Joint Election Agreement with Denton County for the General Election. d. Consider approval of Resolution 16-09, Authorizing the Mayor to enter into a Joint Election Agreement with Tarrant County for the General Election. e. Consider approval of Resolution 16-10, Approving a Right-of-way License Agreement for an entryway sign within the Solana Boulevard median. �,,,�'y. ��� �� �• � � � ���, i� �.....a,e,..►�'� MINUTES OF THE TOWN OF WESTLAKE, TEXAS TOWN COUNCIL MEETING February 22, 2016 PRESENT: Mayor Laura Wheat, Council Members, Alesa Belvedere, Carol Langdon, and Wayne Stoltenberg. Rick Rennhack arrived at 5:13 p.m. ABSENT: Michael Barrett OTHERS PRESENT: Town Manager Thomas Brymer, Town Secretary Kelly Edwards, Town Attorneys Stan Lowry and Cathy Cunningham, Fire Chief Richard Whitten, Police Chief Mike Wilson, Director of Public Works ]arrod Greenwood, Finance Director Debbie Piper, Planning and Development Director Eddie Edwards, Director of Human Resources &Administrative Services Todd Wood, Director of Facilities and Parks & Recreation Troy Meyer, Director of Information Technology Jason Power, and Intern Joel Enders. Work Session 1. CALL TO ORDER Mayor Wheat called the work session to order at 5:09 p.m. 2. PLEDGE OF ALLEGIANCE Mayor Wheat led the pledge of allegiance to the United States and Texas flags. 3. REVIEW OF CONSENT AGENDA ITEMS FOR THE TOWN COUNCIL REGULAR MEETING AGENDA. Town Secretary Edwards stated that a correction was made to Mr. Driesse's comments in the minutes to stating he spoke in opposition. Town Council Minutes 02/22/16 Page 1 of 11 Town Manager Brymer provided an overview of the proposed Interlocal Agreement for streets in Stagecoach and the Water Quality improvements as set out by new requirements. 4. REPORTS a. Annual reports from the Keller Police Department relative to police services and Racial Profiling. Discussion ensued regarding the cost of the Services Contract, revenue per capita for traffic citations in Westlake, and Animal Control Services. 5. DISCUSSION ITEMS a. Presentation and Discussion of the annual Comprehensive Annual Financial Report (CAFR) presented by Weaver and Tidwell, L.L.P., for the fiscal year ended September 30, 2015. Mr. John DeBurro, Weaver and Tidwell, L.L.P., provided a presentation and overview of the audit. The Mayor moved to item e of the work session. b. Presentation and update regarding upcoming construction on State Highway 114 and State Highway 170. Director Greenwood provided a presentation and overview of the item. Discussion ensued regarding funding for the project, begin in May and take approximately two years, benefits of the additional lanes, streetscape enhancements, seeking Roanoke and Trophy Club for a partnership for landscaping along Highway 170, eastbound traffic on Highway 170, and the item would be included in the Capital Improvement budget. c. Discussion of items to be placed on future agendas, updates on development trends and progress of past development projects. Mr. Brian Elliott and Mr. Michael Lorant provided a presentation regarding a proposed development for the Arthur properry named Quail Hollow Estates. Discussion ensued regarding irrigation and maintaining trees on the property, development regulations in the HOA documents, the existing home, and builder's that will be invited to build. Town Council Minutes 02/22/16 Page 2 of 11 d. Standing Item: Update and discussion regarding the Granada Development, including items posted on the regular session agenda and the Covenants Conditions Restrictions (CCR's) and Design Standards. Town Manager Brymer provided an overview of the zoning requirements, the town's position on the architectural design board, Phase I, Phase II infrastructure, and modern architecture. Mr. Robin McCaffrey provided an overview of modern home architecture proposed in the Granada subdivision and creating a predictable development for future buyers. e. Standing Item: Update and discussion regarding the Entrada Development, including items posted on the regular session agenda and public art. Town Manager Brymer provided a presentation and overview of the proposed locations for public art opportunities within Entrada. Mr. Mehrdad Moayedi and Mr. Michael Beaty provided an update regarding the issues with UDF financial issues do not affect Entrada or Granada developments. Discussion ensued regarding uniqueness of the Entrada development, completion of the water ways, gas well pad site, amphitheater, basements of homes, and additional details regarding the public art opportunities within the development. 6. EXECUTIVE SESSION The Council did not convene into executive session. The Council will conduct a closed session pursuant to Texas Government Code, annotated, Chapter 551, Subchapter D for the following: a. Sec. 551.071 Consultation with Attorney (1) when the governmental body seeks the advice of its attorney about: (A) pending or contemplated litigation; or (B) a settlement offer; (2) Consultation with Attorney on a matter in which the duty of the attorney to the governmental body under the Texas Disciplinary Rules of Professional Conduct of the State Bar of Texas clearly conflicts with this chapter: Ordinance 767 b. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1). Maguire Town Council Minutes 02/22/16 Page 3 of 11 Partners-Solana Land, L.P., related to Centurion's development known as Entrada and Granada c. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1). Hillwood Properties: Project Blizzard d. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1). Project Lynx e. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the ofFer of a financial or other incentive to a business prospect described by Subdivision (1). BRE Solana, LLC f. Section 551.072 to deliberate the purchase, exchange, lease of value of real property regarding Town Hall ofFices g. Section 551.072 to deliberate the purchase, exchange, lease, or value of real property regarding possible fire station sites 7. RECONVENE MEETING 8. COUNCIL RECAP / STAFF DIRECTION Requested Director Greenwood to ask TxDOT how the project will reduce congestion along Highways 170 and 114. 9. AD70URNMENT Mayor Wheat adjourned the work session at 6:44 p.m. Town Council Minutes 02/22/16 Page 4 of 11 Regular Session 1. CALL TO ORDER Mayor called the regular session to order at 6:44 p.m. 2. ITEMS OF COMMUNITY INTEREST Town Manager Brymer provided an overview of the upcoming events. 3. CITIZEN COMMENTS No one addressed the Council. 4. CONSENT AGENDA a. Consider approval of the minutes from the January 25, 2016, meeting. b. Consider approval of Resolution 16-03, to enter into an Interlocal Agreement with the City of North Richland Hills for cooperative purchasing. c. Consider approval of Resolution 16-04, Authorizing the Town Manager to execute a contract with Intermountain Slurry Seal, Inc. in the amount of $56,267.65 for Stagecoach Hills Pavement resurface. d. Consider approval of Resolution 16-05, Accepting the Annual Comprehensive Annual Financial Report (CAFR) presented by Weaver and Tidwell, L.L.P., for the fiscal year ended September 30, 2015. e. Consider approval of Resolution 16-06, Budget amendment and an agreement with Hardin &Associates Consulting, LLC (HAC) for TCEQ Regulatory Compliance Consultation in the amount of approximately $44,060, and authorizing the Town Manager to execute the agreement. MOTION: Council Member Rennhack made a motion to approve the consent agenda with the correction to the minutes as noted. Council Member Belvedere seconded the motion. The motion carried by a vote of 4-0. 5. EXECUTIVE SESSION Mayor Wheat stated that Council would convene twice in the interest of those waiting to speak. The Council convened into executive session at 6:45 p.m. The Council will conduct a closed session pursuant to Texas Government Code, annotated, Chapter 551, Subchapter D for the following: Town Council Minutes 02/22/16 Page 5 of 11 a. Sec. 551.071 Consultation with Attorney (1) when the governmental body seeks the advice of its attorney about: (A) pending or contemplated litigation; or (B) a settlement offer; (2) Consultation with Attorney on a matter in which the duty of the attorney to the governmental body under the Texas Disciplinary Rules of Professional Conduct of the State Bar of Texas clearly conflicts with this chapter: Ordinance 767 b. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1). Maguire Partners-Solana Land, L.P., related to Centurion's development known as Entrada and Granada c. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the ofFer of a financial or other incentive to a business prospect described by Subdivision (1). Hillwood Properties: Project Blizzard d. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1). Project Lynx e. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1). BRE Solana, LLC f. Section 551.072 to deliberate the purchase, exchange, lease of value of real property regarding Town Hall offices g. Section 551.072 to deliberate the purchase, exchange, lease, or value of real property regarding possible fire station sites 6. RECONVENE MEETING Mayor Wheat reconvened the meeting at 7:40 p.m. Town Council Minutes 02/22/16 Page 6 of 11 7. TAKE ANY ACTION, IF NEEDED, FROM EXECUTIVE SESSION ITEMS. No action taken. 8. CONTINUE THE PUBLIC HEARING AND CONSIDERATION ORDINANCE 774, APPROVING AN AMENDMENT OF ORDINANCE 691, AMENDING THE DEVELOPMENT REGULATIONS APPLICABLE TO THE PD 1 ZONING DISTRICT, PLANNING AREA 1 (PD 1-1), PROVIDING FOR A 500 FOOT SETBACK IN THE AREA ADJACENT TO A RESIDENTIAL SUBDIVISION IN PD1-3 (GRANADA). Town Manager Brymer and Staff recommend the Council continue the public hearing to the March 28, 2016, meeting. Mayor Wheat continued the public hearing. Pat Cockrum, 1825 Broken Bend Drive, spoke in opposition but supports a continuance. Mayor Wheat asked for a motion to continue the public hearing. MOTION: Council Member Rennhack made a motion to continue the public hearing to March 28, 2016. Council Member Langdon seconded the motion. The motion carried by a vote of 4-0. 9. CONDUCT A PUBLIC HEARING AND CONSIDERATION OF THE FOLLOWING: Town Manager Brymer and Director Edwards provided a presentation and overview of the items. Town Manager Brymer provided an overview regarding the traffic analysis that is required to be conducted prior to any development. Mayor Wheat opened the public hearing. Russell Laughlin, Hillwood Development, Fort Worth, spoke in favor of items 9 A through C. Colin Stevenson, 1823 Broken Bend Drive, spoke but there is no selection of for or against indicated on speaker form. Mayor Wheat closed the public hearing. A. ORDINANCE 768, AMENDING PLANNED DEVELOPMENT ORDINANCE SUPPLEMENT 1, CHAPTER 3, SECTION 3-61 ��DENSITY," PROVIDING FOR INTERPRETATION, ESTABLISHING DEVELOPMENT REGULATIONS, Town Council Minutes 02/22/16 Page 7 of 11 PERMITTED USES, AND ALLOWABLE DENSITIES FOR BOTH PLANNING AREAS. ADDITIONALLY, 336,000 SQUARE FEET OF ALLOWED DENSITY IS PROPOSED TO BE TRANSFERRED FROM PD 3-3 TO THE PD 3-5 PLANNING AREA. PD 3-3 IS GENERALLY LOCATED NORTH OF DOVE ROAD AND EAST AND WEST OF OTTINGER ROAD. MOTION: Council Member Stoltenberg made a motion to approve Ordinance 768. Council Member Langdon seconded the motion. The motion carried by a vote of 4-0. B. ORDINANCE 769, AMENDING THE COMPREHENSIVE ZONING ORDINANCE AND AMENDING "PLANNING AREA 5,"A PORTION OF PLANNED DEVELOPMENT DISTRICT 3 (PD 3-5), BY CREATING AND DEFINING THE PD 3-5A PLANNING AREA, SETTING ITS BOUNDARIES, ESTABLISHING DEVELOPMENT REGULATIONS, PERMITI'ED USES, AND ALLOWABLE DENSITIES FOR PD3-5A. THE SUB7ECT TRACT IS GENERALLY LOCATED SOUTH OF THE INTERSECTION OF STATE HIGHWAY 170 AND STATE HIGHWAY 114. MOTION: Council Member Belvedere made a motion to approve Ordinance 769. Council Member Rennhack seconded the motion. The motion carried by a vote of 4-0. C. ORDINANCE 770, AMENDING THE COMPREHENSIVE ZONING ORDINANCE AND AMENDING ��PLANNING AREA 5,"A PORTION OF PLANNED DEVELOPMENT DISTRICT 3 (PD 3-5), BY CREATING AND DEFINING THE PD 3-5B PLANNING AREA, SETTING ITS BOUNDARIES, ESTABLISHING DEVELOPMENT REGULATIONS, PERMITTED USES, AND ALLOWABLE DENSITIES FOR PD3-5B. THE SUBJECT TRACT IS GENERALLY LOCATED SOUTH OF THE INTERSECTION OF STATE HIGHWAY 170 AND STATE HIGHWAY 114. MOTION: Council Member Langdon made a motion to approve Ordinance 770. Council Member Stoltenberg seconded the motion. The motion carried by a vote of 4-0. 10. CONDUCT A PUBLIC HEARING AND CONSIDERATION OF ORDINANCE 771, APPROVING A PLANNED DEVELOPMENT ZONING DISTRICT (PD) SITE PLAN FOR THE ��PLANNING AREA 2" PORTION OF PLANNED DEVELOPMENT DISTRICT 1 (PD 1-2), ESTABLISHED BY ORDINANCE 703 FOR THE PROPERTY GENERALLY LOCATED ON THE SOUTH SIDE OF STATE HIGHWAY 114, EAST OF DAVIS BOULEVARD AND NORTH OF SOLANA BOULEVARD. Management Intern Enders provided a presentation and overview of the item. Town Council Minutes 02/22/16 Page 8 of 11 Mayor Wheat opened the public hearing. Michael Beaty, 1800 Valley View Lane, spoke in favor of the item. Mayor Wheat closed the public hearing. MOTION: Council Member Langdon made a motion to approve Ordinance 771. Council Member Rennhack seconded the motion. The motion carried by a vote of 4-0. il. DISCUSSION AND CONSIDERATION OF ORDINANCE 772, AMENDING CHAPTER 26 "COMMUNITY DEVELOPMENT," OF THE CODE OF ORDINANCES OF THE TOWN OF WESTLAKE, TEXAS BY AMENDING CHAPTER 26, SECTION 26- 67(6)(6) CONCERNING THE POWERS AND DUTIES OF THE PLANNING AND ZONING COMMISSION BY PROVIDING FOR THE SELECTION OF A CHAIR, VICE- CHAIR AND PRESIDING MEMBER . Management Enders provided a presentation and overview of the item. MOTION: Council Member Stoltenberg made a motion to approve Ordinance 772. Council Member Rennhack seconded the motion. The motion carried by a vote of 4-0. 12. CONDUCT A PUBLIC HEARING AND CONSIDERATION OF ORDINANCE 773, AMENDING CHAPTER 102 ��ZONING,"OF THE CODE OF ORDINANCES OF THE TOWN OF WESTLAKE, TEXAS BY AMENDING CHAPTER 102, SECTION 102-31(A) ��ZONING MAP" ; PROVIDING FOR INTERPRETATION, PURPOSE AND CONFLICT. Town Manager Brymer provided a presentation and overview of the item. Mayor Wheat opened the public hearing. No one addressed the Council. Mayor Wheat closed the public hearing. MOTION: Council Member Belvedere made a motion to approve Ordinance 771. Council Member Langdon seconded the motion. The motion carried by a vote of 4-0. 13. FUTURE AGENDA ITEMS No future agenda items. Town Council Minutes 02/22/16 Page 9 of 11 The Council reconvened into executive session at 8:26 p.m. The Council will conduct a closed session pursuant to Texas Government Code, annotated, Chapter 551, Subchapter D for the following: a. Sec. 551.071 Consultation with Attorney (1) when the governmental body seeks the advice of its attorney about: (A) pending or contemplated litigation; or (B) a settlement offer; (2) Consultation with Attorney on a matter in which the duty of the attorney to the governmental body under the Texas Disciplinary Rules of Professional Conduct of the State Bar of Texas clearly conflicts with this chapter: Ordinance 767 b. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1). Maguire Partners-Solana Land, L.P., related to Centurion's development known as Entrada and Granada c. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1). Hillwood Properties: Project Blizzard d. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1). Project Lynx e. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1). BRE Solana, LLC f. Section 551.072 to deliberate the purchase, exchange, lease of value of real property regarding Town Hall offices g. Section 551.072 to deliberate the purchase, exchange, lease, or value of real property regarding possible fire station sites Town Council Minutes 02/22/16 Page 10 of 11 Mayor Wheat reconvened the meeting at 9:29 p.m. MOTION: Council Member Stoltenberg made a motion that Mayor Wheat respond to the Glenwyck Farms HOA letter received by the Town dated February 15, 2016. Council Member Rennhack seconded the motion. The motion carried by a vote of 4-0 14. AD]OURNMENT There being no further business before the Council, Mayor Wheat asked for a motion to adjourn the meeting. MOTION: Council Member Rennhack made a motion to adjourn the meeting. Council Member Langdon seconded the motion. The motion carried by a vote of 4-0. Mayor Wheat adjourned the meeting at 9:30 p.m. APPROVED BY THE TOWN COUNCIL ON MARCH 28, 2016. ATTEST: Laura Wheat, Mayor Kelly Edwards, Town Secretary Town Council Minutes 02/22/16 Page 11 of 11 �,,,�'y. ��� �� �• � � � ���, i� �.....a,e,..►�'� MINUTES OF THE TOWN OF WESTLAKE, TEXAS TOWN COUNCIL AND PLANNING AND ZONING COMMISSION 70INT MEETING March 7, 2016 PRESENT: Mayor Laura Wheat, Council Members, Alesa Belvedere, Carol Langdon, and Wayne Stoltenberg PRESENT: Commissioners, Greg Goble, Ryan Groce, Michelle Lee, Ken Kraska and Sharon Sanden ABSENT: Planning & Zoning Chairman Tim Brittan and Commissioner Liz Garvin and Council Members Michael Barrett and Rick Rennhack OTHERS PRESENT: Town Manager Thomas Brymer, Town Secretary Kelly Edwards, Assistant to the Town Manager Amanda DeGan, Director of Public Works ]arrod Greenwood, Finance Director Debbie Piper, Planning and Development Director Eddie Edwards, Director of Human Resources &Administrative Services Todd Wood, Director of Facilities and Parks & Recreation Troy Meyer, Director of Information Technology Jason Power, and Communications Specialist Susan McFarland. Regular Session 1. CALL TO ORDER a. Town Council Call to Order Mayor Wheat called the Town Council to order at 5:09 p.m. Town Council Joint Meeting Planning &Zoning Commission Minutes 03/07/16 Page 1 of 3 b. Planning and Zoning Commission Call to Order Commissioner Lee called the Planning and Zoning Commission to order at 5:09 p.m. 2. )OINT PUBLIC HEARING A. Final Plat of Carlyle Court Subdivision, located at 1480 Dove Road, dividing the existing lot into eight (8) residential lots that are all one-acre or more in size. The property is currently zoned R-1 "Estate Residential." The property is approximately 10.18 acres and is located on the north side of Dove Road, between the Glenwyck Farms and Terra Bella subdivisions. Director Greenwood and Director Edwards provided a presentation an overview of the item. Discussion ensued regarding the FEMA LOMR, raising the lot from the flood plain, Lots 3 and 5 buildable areas and the impact on the lot. Mayor Wheat opened the Town Council public hearing. Commissioner Lee opened Planning and Zoning Commission public hearing. No one address the Council or the Commission. Mayor Wheat closed the Town Council public hearing. Commissioner Lee closed the Planning and Zoning Commission public hearing. Action on Proposed Carlyle Proposed Final Plat MOTION: Commissioner Goble made a motion to recommend approval of the Final Plat with the condition that the developer receive a FEMA LOMR for Lot 4X. Commissioner Groce seconded the motion. The motion carried by a vote of 5-0. MOTION: Council Member Langdon made a motion to approve Resolution 16-07. Council Member Stoltenberg seconded the motion. The motion carried by a vote of 3-0. Town Council Joint Meeting Planning &Zoning Commission Minutes 03/07/16 Page2of3 3. ADJOURNMENT MOTION: Commissioner Groce made a motion to adjourn the meeting. Commissioner Goble seconded the motion. The motion carried by a vote of 5-0. Commissioner Lee adjourned the Planning and Zoning Commission at 5:24 p.m. There being no further business before the Council, Mayor Wheat asked for a motion to adjourn the meeting. MOTION: Council Member Belvedere made a motion to adjourn the meeting. Council Member Langdon seconded the motion. The motion carried by a vote of 3-0. Mayor Wheat adjourned the meeting at 5:24 p.m. APPROVED BY THE PLANNING AND ZONING COMMISSION ON MARCH 21, 2016. ATTEST: Commissioner, Michelle Lee Kelly Edwards, Town Secretary APPROVED BY THE TOWN COUNCIL ON MARCH 28, 2016. ATTEST: Laura Wheat, Mayor Kelly Edwards, Town Secretary Town Council Joint Meeting Planning &Zoning Commission Minutes 03/07/16 Page3of3 .?'��.�+w.,,�'S. # � � h��^ '.- . { � °�k �°'� estlake Town Council �� }� �''��-..,,�,�-"r� TYPE OF ACTiON Regular Meeting - Consent Westlake Town Council Meeting Monday, March 28, 2016 ToP[c: Consider approval of Resolution autharizing the Mayor to enter into a Joint Election Agreement with Denton County to conduct the General election to be held on May 7, 2016. STAFF CONTACT: Kelly Edwards, Town Secretary Strategic Alignment Vision, Value, Mission Perspective Strategic Theme & Results Outcome Ob'ective Informed&Engaged Natural Oasis-Preserve& Cirizens/Sense of Citizen, Student& Maintain a Perfect Blend of thc Encourage Westlakc's Community Stakeholder Community's Natural Beauty Unique Sense of Place Strategic Initiative Comprehensive Plan Project Review Time Line- Start Date: January 25, 2016 Completion Date: May 7, 2016 Funding Amount: $400.00 Status - � Funded Source - General Fund EXECUTIVE SUMMARY (INCIlUDING APPLICABLE ORGANIZATiONAL HISTORY) The Texas Election Code §3.004, requires the governing body of a political subdivision to order a general election for the purpose of electing the Mayor and Council Members. Since 2011 the Town has been required with both Denton and Tarrant Counties to conduct its elections. The Denton County fee is a set fee due to the fact that we only have 3-5 registered voters in the county. The order calling the General Election was passed on January 25, 2016. As outlined in the election order, the term of office for the elected officials is two (2) years. (expiring May 2018). Page 1 of 2 The Mayor and Council terms expire May 2016. Those terms represent Mayor Laura Wheat and Council Members Belvedere and Barrett seats. ****As of next year Denton County will no longer allow entities with 500 or less registered voters in Denton County pay a flat fee of$400.00 for election expenses. The approximate cost will fluctuate based on the number of entities on the joint contract but we will complete an SLA for FY 2016-2017 an amount of$5,000.00. RECOMMENDATION Staff recommends approval of the resolution authorizing the Mayor to enter into the Joint Contract. ATTACHMENTS Resolution Contract Page 2 of 2 TOWN OF WESTLAKE RESOLUTION NO. 16-08 A RESOLUTION BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS, AUTHORIZING THE MAYOR TO ENTER INTO A JOINT ELECTION AGREEMENT WITH DENTON COUNTY FOR THE GENERAL ELECTION TO BE HELD ON MAY 7, 2016. WHEREAS, the Town of Westlake will conduct a General Election on May 7, 2016; and WHEREAS, the Westlake Town Council recognizes to reduce the overall cost to each entity that said elections be held jointly on May 7, 2016; and WHEREAS, the Town of Westlake desires to select the Denton County Elections Administrator to conduct and coordinate the joint elections for the residents of Westlalce that live in Denton County. NOW THEREFORE, BE IT RESOLVED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS: SECTION 1: The parties hereto agree to hold an election jointly on May 7, 2016, from 7:00 a.m. until 7:00 p.m. in accordance with Section 271.002, Texas Election Code, and that said election will be conducted jointly pursuant to the terms of this agreement, attached as Exhibit "A". SECTION 2: If any portion of this Resolution shall, for any reason, be declared invalid by any court of competent jurisdiction, such invalidity shall not affect the remaining provisions hereof and the Council hereby determines that it would have adopted this Resolution without the invalid provision. SECTION 3: That this resolution shall become effective from and after its date of passage. PASSED AND APPROVED ON THIS 28t'' DAY OF MARCH, 2016. ATTEST: Laura L. Wheat, Mayor Kelly Edwards, Town Secretary APPROVED AS TO FORM: Thomas E. Brymer, Town Manager L. Stanton Lowry, Town Attorney Resolution 16-08 Page 1 of 2 Exhibit A THE STATE OF TEXAS COUNTY OF DENTON JO1NT ELECTION AGREEMENT AND CONTRACT FOR ELECTION SERVICES Resolution 16-08 Page 2 of 2 THE STATE OF TEXAS COUNTY OF DENTON JOINT ELECTION AGREEMENT AND CONTRACT FOR ELECTION SERVICES THIS CONTRACT for election services is made by and between the Denton County Elections Administrator and the following political subdivisions located entirely or partially inside the boundaries of Denton County: Insert entities This contract is made pursuant to Texas Election Code Sections 31.092 and 271.002 and Texas Education Code Section 11.0581 for a joint May 7, 2016 election to be administered by Lannie Noble, Denton County Elections Administrator, hereinafter referred to as "Elections Administrator." RECITALS Each participating authority listed above plans to hold a general and/or special election on May 7, 2016. The County owns an electronic voting system, the Hart InterCivic eSlate/eScan Voting System (Version 6.2.1), which has been duly approved by the Secretary of State pursuant to Texas Election Code Chapter 122 as amended, and is compliant with the accessibility requirements for persons with disabilities set forth by Texas Election Code Section 61.012. The contracting political subdivisions desire to use the County's electronic voting system and to compensate the County for such use and to share in certain other expenses connected with joint elections in accordance with the applicable provisions of Chapters 31 and 271 of the Texas Election Code, as amended. NOW THEREFORE, in consideration of the mutual covenants, agreements, and benefits to the parties, IT IS AGREED as follows: I. ADMINISTRATION � ~ The parties agree to hold a "Joint Election" with each other in accordance with Chapter 271 of the Texas Election Code and this agreement. The Denton County Elections Administrator shall coordinate, supervise, and handle all aspects of administering the Joint Election as provided in this agreement. Each participating authority agrees to pay the Denton County Elections Administrator for equipment, supplies, services, and administrative costs as provided in this agreement. The Denton County Elections Administrator shall serve as the administrator for the Joint Election; however, each participating authority shall remain responsible for the decisions and actions of its officers necessary for the lawful conduct of its election. The Elections Administrator shall provide advisory services in connection with decisions to be made and actions to be taken by the officers of each participating authority as necessary. At each polling location, joint participants shall share voting equipment and supplies to the extent possible. The participating authorities shall share a mutual ballot in those polling places where jurisdictions overlap. However, in no instance shall a voter be permitted to receive a ballot containing an office or proposition stating a measure on which the voter is ineligible to vote. II. LEGAL DOCUMENTS Each participating authority shall be responsible for the preparation, adoption, and publication of all required election orders, resolutions, notices, and any other pertinent documents required by the Texas Election Code and/or the participating authority's governing body, charter, or ordinances, except that the Elections Administrator shall be responsible for the preparation and publication of all electronic voting equipment testing notices that are required by the Texas Election Code. Election orders should include language that would not necessitate amending the order if any of the Early Voting and/or Election Day polling places change. 1 Preparation of the necessary materials for notices and the official ballot shall be the responsibility of each participating authority, including translation to languages other than English. Each participating authority shall provide a copy of their respective election orders and notices to the Denton County Elections Administrator. III. VOTING LOCATIONS The Elections Administrator shall select and arrange for the use of and payment for all Early Voting and Election Day voting locations. Voting locations will be, whenever possible, the usual voting location for each election precinct in elections conducted by each participating city, and shall be compliant with the accessibility requirements established by Election Code Section 43.034 and the Americans with Disabilities Act (ADA). All Early Voting and Election Day locations shall be located in Denton County. The proposed voting locations are listed in Attachment A of this agreement. In the event that a voting location is not available or appropriate, the Elections Administrator will arrange for the use of an alternate location. �^��+" +ho � ,�� .,f +ho ��o,.+o,� .,��+,,.,.,�+;.,,, �„+h„r;+,o� The Elections Administrator shall notify the participating authorities of any changes from the locations listed in Attachment A. If polling places for the May 7, 2016 joint election are different from the polling place(s) used by a participating authority in its most recent election, the authority agrees to post a notice no later than May 7, 2016 at the entrance to any previous polling places in the jurisdiction stating that the polling location has changed and stating the political subdivision's polling place names and addresses in effect for the May 7, 2016 election. This notice shall be written in both the English and Spanish languages. IV. ELECTION JUDGES, CLERKS, AND OTHER ELECTION PERSONNEL Denton County shall be responsible for the appointment of the presiding judge and alternate judge for each polling location. The Elections Administrator shall make emergency appointments of election officials if necessary. Upon request by the Elections Administrator, each participating authority agrees to assist in recruiting polling place officials who are bilingual (fluent in both English and Spanish). In compliance with the Federal Voting Rights Act of 1965, as amended, each polling place containing more than 5% Hispanic population as determined by the 2010 Census shall have one or more election official who is fluent in both the English and Spanish languages. If a presiding judge is not bilingual, and is unable to appoint a bilingual clerk, the Elections Administrator may recommend a bilingual worker for the polling place. If the Elections Administrator is unable to recommend or recruit a bilingual worker, the participating authority or authorities served by that polling place shall be responsible for recruiting a bilingual worker for translation services at that polling place. The Elections Administrator shall notify all election judges of the eligibility requirements of Subchapter C of Chapter 32 of the Texas Election Code, and will take the necessary steps to insure that all election judges appointed for the Joint Election are eligible to serve. The Elections Administrator shall arrange for the training and compensation of all election judges and clerks. Election judges and clerks who attend voting equipment training and/or procedures training shall be compensated at the rate of$9 per hour. The Elections Administrator shall arrange for the date, time, and place for presiding election judges to pick up their election supplies. Each presiding election judge will be sent a letter from the Elections Administrator notifying him of his appointment, the time and location of training and distribution of election supplies, and the number of election clerks that the presiding judge may appoint. Each election judge and clerk will receive compensation at the hourly rate established by Denton County ($11 an hour for presiding judges, $10 an hour for alternate judges, and $9 an hour for clerks) pursuant to Texas Election Code Section 32.091. The election judge, or his designee, will receive an additional sum of $25.00 for picking up the election supplies prior to Election Day and for returning the supplies and equipment to the central counting station after the polls close. The Elections Administrator may employ other personnel necessary for the proper administration of the election, including such part-time help as is necessary to prepare for the election, to ensure the timely delivery of supplies during early voting and on Election Day, and for the efficient tabulation of ballots at the central counting station. Part-time 2 personnel working as members of the Early Voting Ballot Board and/or central counting station on election night will be compensated at the hourly rate set by Denton County in accordance with Election Code Sections 87.005, 127.004, and 127.006. V. PREPARATION OF SUPPLIES AND VOTING EQUIPMENT The Elections Administrator shall arrange for all election supplies and voting equipment including, but not limited to, the County's electronic voting system and equipment, sample ballots, voter registration lists, and all forms, signs, maps and other materials used by the election judges at the voting locations. Any additional required materials (required by the Texas Election Code) must be provided by the entity, and delivered to the Elections Office 22 days prior to Election Day. If this deadline is not met, the materials must be delivered by the entity, to all Early Voting and Election Day locations affected, prior to voting commencing. The Elections Administrator shall ensure availability of tables and chairs at each polling place and shall procure rented tables and chairs for those polling places that do not have tables and/or chairs. The Elections Administrator shall be responsible for conducting all required testing of the electronic equipment, as required by Chapters 127 and 129 of the Texas Election Code. At each polling location, joint participants shall share voting equipment and supplies to the extent possible. The participating parties shall share a mutual ballot in those precincts where jurisdictions overlap. Multiple ballot styles shall be available in those shared polling places where jurisdictions do not overlap. The Elections Administrator shall provide the necessary voter registration information, maps, instructions, and other information needed to enable the election judges in the voting locations that have more than one ballot style to conduct a proper election. Each participating authority shall furnish the Elections Administrator a list of candidates and/or propositions showing the order and the exact manner in which the candidate names and/or proposition(s) are to appear on the official ballot (including titles and text in each language in which the authority's ballot is to be printed). Said list must be in a Word document, the information must be in an upper and lower case format, be in an Arial 10 point font, and contain candidate information for the purposes of verifying the pronunciation of each candidate's name. Each participating authority shall be responsible for proofreading and approving the ballot and the audio recording of the ballot, insofar as it pertains to that authority's candidates and/or propositions. The joint election ballots that contain ballot content for more than one joint participant because of overlapping territory shall be arranged in the following order: Independent School District, City, Water District(s), and other political subdivisions. Early Voting by Personal Appearance and voting on Election Day shall be conducted exclusively on Denton County's eSlate electronic voting system. The Elections Administrator shall be responsible for the preparation, testing, and delivery of the voting equipment for the election as required by the Election Code. The Elections Administrator shall conduct criminal background checks on relevant employees upon hiring as required by Election Code Section 129.051(g). VI. EARLY VOTING The participating authorities agree to conduct joint early voting and to appoint the Election Administrator as the Early Voting Clerk in accordance with Sections 31.097 and 271.006 of the Texas Election Code. Each participating authority agrees to appoint the Elections Administrator's permanent county employees as deputy early voting clerks. The participating authorities further agree that the Elections Administrator may appoint other deputy early voting clerks to assist in the conduct of early voting as necessary, and that these additional deputy early voting clerks shall be compensated at an hourly rate set by Denton County pursuant to Section 83.052 of the Texas Election Code. Deputy early voting clerks who are permanent employees of the Denton County Elections Administrator or any participating authority shall serve in that capacity without additional compensation. Early Voting by personal appearance will be held at the locations, dates, and times listed in Attachment"B" of this document. Any qualified voter of the Joint Election may vote early by personal appearance at any of the joint early voting locations. 3 As Early Voting Clerk, the Elections Administrator shall receive applications for early voting ballots to be voted by mail in accordance with Chapters 31 and 86 of the Texas Election Code. Any requests for early voting ballots to be voted by mail received by the participating authorities shall be forwarded immediately by fax or courier to the Elections Administrator for processing. The address for the Denton County Early Voting Clerk is: Lannie Noble, Early Voting Clerk Denton County Elections PO Box 1720 Denton, TX 76202 Elections(a�dentoncounty.com Any requests for early voting ballots to be voted by mail, and the subsequent actual voted ballots, that are sent by a contract carrier (ie. UPS, FedEx, etc.) should be delivered to the Early Voting Clerk at the Denton County Elections Department physical address as follows: Lannie Noble, Early Voting Clerk Denton County Elections 701 Kimberly Drive, Suite A101 Denton, TX 76208 Elections a�dentoncount. .� The Elections Administrator shall post on the county website each participating authority's early voting report on a daily basis and a cumulative final early voting report following the close of early voting. In accordance with Section 87.121(g) of the Election Code, the daily reports showing the previous day's early voting activity will be posted to the county website no later than 8:00 a.m. each business day. VII. EARLY VOTING BALLOT BOARD Denton County shall appoint an Early Voting Ballot Board (EVBB) to process early voting results from the Joint Election. The Presiding Judge, with the assistance of the Elections Administrator, shall appoint two or more additional members to constitute the EVBB. The Elections Administrator shall determine the number of EVBB members required to efficiently process the early voting ballots. VIII. CENTRAL COUNTING STATION AND ELECTION RETURNS The Elections Administrator shall be responsible for establishing and operating the central counting station to receive and tabulate the voted ballots in accordance with the provisions of the Texas Election Code and of this agreement. The participating authorities hereby, in accordance with Sections 127.002, 127.003, and 127.005 of the Texas Election Code, appoint the following central counting station officials: Counting Station Manager: Lannie Noble, Denton County Elections Administrator Tabulation Supervisor: Brandy Grimes, Denton County Technical Operations Manager Presiding Judge: Kerry Martin, Deputy Elections Administrator Alternate Judge: Paula Paschal, Contract Manager The counting station manager or his representative shall deliver timely cumulative reports of the election results as precincts report to the central and remote counting stations and are tabulated by posting on the Elections website. The manager shall be responsible for releasing unofficial cumulative totals and precinct returns from the election to the joint participants, candidates, press, and general public by distribution of hard copies at the central counting station (if requested) and by posting to the Denton County web site. To ensure the accuracy of reported election returns, results 4 printed on the tapes produced by Denton County's voting equipment will not be released to the participating authorities at the remote collection sites or by phone from individual polling locations. The Elections Administrator will prepare the unofficial canvass reports after all precincts have been counted, and will deliver a copy of the unofficial canvass to each participating authority as soon as possible after all returns have been tabulated. The Elections Administrator will include the tabulation and precinct-by-precinct results that are required by Texas Election Code Section 67.004 for the participating entities to conduct their respective canvasses. Each participating authority shall be responsible for the official canvass of its respective election(s), and shall notify the Elections Administrator, or his designee, no later than three days after Election Day of the date of the canvass. The Elections Administrator shall prepare and deliver by email to each participating entity, the electronic precinct- by-precinct results reports for uploading to the Secretary of State as required by Section 67.017 of the Election Code. n+hor�ni'co vn--rcr-vriv� The Elections Administrator shall be responsible for conducting the post-election manual recount required by Section 127.201 of the Texas Election Code unless a waiver is granted by the Secretary of State. Notification and copies of the recount, if waiver is denied, will be provided to each participating authority and the Secretary of State's Office. IX. PARTICIPATING AUTHORITIES WITH TERRITORY OUTSIDE DENTON COUNTY Each participating authority with territory containing population outside Denton County agrees that the Elections Administrator shall administer only the Denton County portion of those elections. X. RUNOFF ELECTIONS Each participating authority shall have the option of extending the terms of this agreement through its runoff election, if applicable. In the event of such runoff election, the terms of this agreement shall automatically extend unless the participating authority notifies the Elections Administrator in writing within 3 business days of the original election. Each participating authority shall reserve the right to reduce the number of early voting locations and/or Election Day voting locations in a runoff election. Each participating authority agrees to order any runoff election(s) at its meeting for canvassing the votes from the May 7, 2016 election and to conduct its drawing for ballot positions at or immediately following such meeting in order to expedite preparations for its runoff election. Each participating authority eligible to hold runoff elections agrees that the date of the runoff election, if necessary, shall be Saturday, June 18, 2016. This date may be negotiable based on the Secretary of State's calendar for elections in 2015. XI. ELECTION EXPENSES AND ALLOCATION OF COSTS The participating authorities agree to share the costs of administering the Joint Election. Allocation of costs, unless specifically stated otherwise, is mutually agreed to be shared according to a formula which is based on the average cost per election day polling place (unit cost) as determined by adding together the overall expenses and dividing the expenses equally among the total number of polling places. Costs for polling places shared by more than one participating authority shall be pro-rated equally among the participants utilizing that polling place. It is agreed that charges for Election Day judges and clerks and Election Day polling place rental fees shall be directly charged to the appropriate participating authority rather than averaging those costs among all participants. If a participating authority's election is conducted at more than one election day polling place, there shall be no charges or fees allocated to the participating authority for the cost of election day polling places in which the authority has fewer than 50% of the total registered voters served by that polling place, except that if the number of registered voters in all of the authority's polling places is less than the 50% threshold, the participating authority shall pay a pro-rata share of the costs associated with the polling place where it has the greatest number of registered voters. 5 Costs for Early Voting by Personal Appearance shall be allocated based upon the actual costs associated with each early voting site. Each participating authority shall be responsible for a pro-rata portion of the actual costs associated with the early voting sites located within their jurisdiction. Participating authorities that do not have a regular (non-temporary) early voting site within their jurisdiction shall pay a pro-rata portion of the nearest regular early voting site. Costs for Early Voting by mail shall be allocated according to the actual number of ballots mailed to each participating authority's voters. Each participating authority agrees to pay the Denton County Elections Administrator an administrative fee equal to ten percent(10%) of its total billable costs in accordance with Section 31.100(d)of the Texas Election Code. The Denton County Elections Administrator shall deposit all funds payable under this contract into the appropriate fund(s)within the county treasury in accordance with Election Code Section 31.100. The Denton County Elections Administrator reserves the right to adjust the above formulas in agreement with any individual jurisdiction if the above formula results in a cost allocation that is inequitable. If any participating authority makes a special request for extra Temporary Branch Early Voting by Personal Appearance locations as provided for by the Texas Election Code, that entity agrees to pay the entire cost for that request. Participating authorities having the majority of their voters in another county, and fewer than 500 registered voters in Denton County, and that do not have an election day polling place or early voting site within their Denton County territory shall pay a flat fee of$400 for election expenses. This paragraph will be deleted as of July 1, 2016. XII. WITHDRAWAL FROM CONTRACT DUE TO CANCELLATION OF ELECTION Any participating authority may withdraw from this agreement and the Joint Election should it cancel its election in accordance with Sections 2.051 -2.053 of the Texas Election Code. The withdrawing authority is fully liable for any expenses incurred by the Denton County Elections Administrator on behalf of the authority plus an administrative fee of ten percent (10%) of such expenses. Any monies deposited with the Elections Administrator by the withdrawing authority shall be refunded, minus the aforementioned expenses and administrative fee, if applicable. It is agreed that any of the joint election early voting sites that are not within the boundaries of one or more of the remaining participating authorities, with the exception of the early voting site located at the Denton County Elections Building, may be dropped from the joint election unless one or more of the remaining participating authorities agreed to fully fund such site(s). In the event that any early voting site is eliminated under this section, an addendum to the contract shall be provided to the remaining participants within five days after notification of all intents to withdraw have been received by the Elections Administrator. XIII. RECORDS OF THE ELECTION The Elections Administrator is hereby appointed general custodian of the voted ballots and all records of the Joint Election as authorized by Section 271.010 of the Texas Election Code. Access to the election records shall be available to each participating authority as well as to the public in accordance with applicable provisions of the Texas Election Code and the Texas Public Information Act. The election records shall be stored at the offices of the Elections Administrator or at an alternate facility used for storage of county records. The Elections Administrator shall ensure that the records are maintained in an orderly manner so that the records are clearly identifiable and retrievable. Records of the election shall be retained and disposed of in accordance with the provisions of Section 66.058 of the Texas Election Code. If records of the election are involved in any pending election contest, investigation, litigation, or open records request, the Elections Administrator shall maintain the records until final resolution or until final judgment, whichever is applicable. It is the responsibility of each participating authority to bring to the attention of the Elections 6 Administrator any notice of pending election contest, investigation, litigation or open records request which may be filed with the participating authority. XIV. RECOUNTS A recount may be obtained as provided by Title 13 of the Texas Election Code. By signing this document, the presiding officer of the contracting participating authority agrees that any recount shall take place at the offices of the Elections Administrator, and that the Elections Administrator shall serve as Recount Supervisor and the participating authority's official or employee who performs the duties of a secretary under the Texas Election Code shall serve as Recount Coordinator. The Elections Administrator agrees to provide advisory services to each participating authority as necessary to conduct a proper recount. XV. MISCELLANEOUS PROVISIONS 1. It is understood that to the extent space is available, other districts and political subdivisions may wish to participate in the use of the County's election equipment and voting places, and it is agreed that the Elections Administrator may contract with such other districts or political subdivisions for such purposes and that in such event there may be an adjustment of the pro-rata share to be paid to the County by the participating authorities. 2. The Elections Administrator shall file copies of this document with the Denton County Judge and the Denton County Auditor in accordance with Section 31.099 of the Texas Election Code. 3. Nothing in this contract prevents any party from taking appropriate legal action against any other party and/or other election personnel for a breach of this contract or a violation of the Texas Election Code. 4. This agreement shall be construed under and in accord with the laws of the State of Texas, and all obligations of the parties created hereunder are performable in Denton County, Texas. 5. In the event that one or more of the provisions contained in this Agreement shall for any reason be held to be invalid, illegal, or unenforceable in any respect, such invalidity, illegality, or unenforceability shall not affect any other provision hereof and this agreement shall be construed as if such invalid, illegal, or unenforceable provision had never been contained herein. 6. All parties shall comply with all applicable laws, ordinances, and codes of the State of Texas, all local governments, and any other entities with local jurisdiction. 7. The waiver by any party of a breach of any provision of this agreement shall not operate as or be construed as a waiver of any subsequent breach. 8. Any amendments of this agreement shall be of no effect unless in writing and signed by all parties hereto. 9. Failure for a participating authority to meet the deadlines as outlined in this contract or on the calendar (Attachment C) may result in additional charges, including but not limited to, overtime charges, etc. XVI. COST ESTIMATES AND DEPOSIT OF FUNDS The total estimated obligation for each participating authority under the terms of this agreement is listed below. The exact amount of each participating authority's obligation under the terms of this agreement shall be calculated after 7 the May 7, 2016 election (or runoff election, if applicable). The participating authority's obligation shall be paid to Denton County within 30 days after the receipt of the final invoice from the Denton County Elections Administrator. The total estimated obligation for each participating authority under the terms of this agreement shall be provided within 45 days after the last deadline for ordering an election. Estimated Political Subdivision Cost _ 8 XVII. SIGNATURE PAGE (separate page) Revised 1.26.2016 (3:36 p.m.) 9 XVII. JOINT CONTRACT ACCEPTANCE AND APPROVAL IN TESTIMONY HEREOF,this agreement has been executed on behalf of the parties hereto as follows,to- wit: (1) It has on the day of , 2016 been executed by the Denton County Elections Administrator pursuant to the Texas Election Code so authorizing; (2) It has on the day of , 2016 been executed on behalf of the TOWN OF WESTLAKE pursuant to an action of the TOWN COUNCIL so authorizing; ACCEPTED AND AGREED TO BY DENTON COUNTY ELECTIONS ADMINISTRATOR: APPROVED: LANNIE NOBLE, CERA ACCEPTED AND AGREED TO BY THE TOWN OF WESTLAKE: APPROVED: ATTESTED: MAYOR LAURA WHEAT KELLY EDWARDS,TOWN SECRETARY Resolution 16-XX .?'��.�+w.,,�'S. # � � h��^ '.- . { � °�k �°'� estlake Town Council �� }� �''��-..,,�,�-"r� TYPE OF ACTiON Regular Meeting - Consent Westlake Town Council Meeting Monday, March 28, 2016 ToP[c: Consider approval of Resolution autharizing the Mayor to enter into a Joint Election Agreement with Tarrant County to conduct the General election to be held on May 7, 2016. STAFF CONTACT: Kelly Edwards, Town Secretary Strategic Alignment Vision, Value, Mission Perspective Strategic Theme & Results Outcome Ob'ective Informed&Engaged Natural Oasis-Preserve& Cirizens/Sense of Citizen, Student& Maintain a Perfect Blend of thc Encourage Westlakc's Community Stakeholder Community's Natural Beauty Unique Sense of Place Strategic Initiative Comprehensive Plan Project Review Time Line- Start Date: January 25, 2016 Completion Date: May 7, 2016 Funding Amount: $11,000.00 Status - � Funded Source - General Fund EXECUTIVE SUMMARY (INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) The Texas Election Code §3.004,requires the governing body of a political subdivision to order a general election for the purpose of electing the Mayor and Council Members. Since 2011 the Town has been required with both Denton and Tarrant Counties to conduct its elections. Page 1 of 2 The order calling the General Election was passed on January 25, 2016. As outlined in the election order, the term of office for the elected officials is two (2) years. (expiring May2018). The Mayor and Council terms expire May 2016. Those terms represent Mayor Laura Wheat and Council Members Belvedere and Barrett seats. The final amount may fluctuate based on the number of entities that enter into the Joint Contract. RECOMMENDATiON Staff recommends approval of the resolution authorizing the Mayor to enter into the Joint Contract. ATTACHMENTS Resolution Contract Page 2 of 2 TOWN OF WESTLAKE RESOLUTION NO. 16-09 A RESOLUTION BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS, AUTHORIZING THE MAYOR TO ENTER INTO A JOINT ELECTION AGREEMENT WITH TARRANT COUNTY FOR THE GENERAL ELECTION TO BE HELD ON MAY 7, 2016. WHEREAS, the Town of Westlake will conduct a General Election on May 7, 2016; and WHEREAS, the Westlake Town Council recognizes to reduce the overall cost to each entity that said elections be held jointly on May 7, 2016; and WHEREAS, the Town of Westlake desires to select the Tarrant County Elections Administrator to conduct and coordinate the joint elections for the residents of Westlalce that live in Tarrant County. WHEREAS, the Town Council finds that the passage of this Resolution is in the best interest of the citizens of Westlake. NOW THEREFORE, BE IT RESOLVED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS: SECTION 1: The parties hereto agree to hold an election jointly on May 7, 2016, from 7:00 a.m. until 7:00 p.m. in accordance with Section 271.002, Texas Election Code, and that said election will be conducted jointly pursuant to the terms of this agreement, attached as Exhibit "A". SECTION 2: If any partion of this Resolution shall, far any reason, be declared invalid by any court of competent jurisdiction, such invalidity shall not affect the remaining provisions hereof and the Council hereby determines that it would have adopted this Resolution without the invalid provision. SECTION 3: That this resolution shall become effective from and after its date of passage. PASSED AND APPROVED ON THIS 28th DAY OF MARCH 2O16. ATTEST: Laura L. Wheat, Mayor Kelly Edwards, Town Secretary APPROVED AS TO FORM: Thomas E. Brymer, Town Manager L. Stanton Lowry, Town Attorney Resolution 16-09 Page 1 of 1 THE STATE OF TEXAS COUNTY OF TARRANT JOINT ELECTION AGREEMENT AND CONTRACT FOR ELECTION SERVICES THIS CONTRACT for election services is made by and between the Tarrant County Elections Administrator and the following political subdivisions located entirely or partially inside the bou,daries of Tarrant County: This contr ade pursuant to s Elec de Sections 31.092 and 271.002 and Texas Education Code Section 11.0581 for a ay 07, 2016 ele to be a � tered by Frank Phillips, Elections Administrator, hereinafter referred to as "Elections ' istrator." RECITALS Each participating rity lis ove plans to hold a general and/or special election on May 07, 2016. The County owns an el oting system, the Hart InterCivic eSlate/eScan Voting System (Version 6.2.1), which has been duly approved by ecretary of State pursuant to Texas Election Code Chapter 122 as amended, and is compliant with the accessibility requirements for persons with disabilities set forth by Texas Election Code Section 61.012. The contracting political subdivisions desire to use the County's electronic voting system and to compensate the County for such use and to share in certain other expenses connected with joint elections in accordance with the applicable provisions of Chapters 31 and 271 of the Texas Election Code, as amended. NOW THEREFORE, in consideration of the mutual covenants, agreements, and benefits to the parties, IT IS AGREED as follows I. ADMINISTRATION Page 1 of 10 The parties agree to hold a "Joint Election"with each other in accordance with Chapter 271 of the Texas Election Code and this agreement. The Tarrant County Elections Administrator shall coordinate, supervise, and handle all aspects of administering the Joint Election as provided in this agreement. Each participating authority agrees to pay the Tarrant County Elections Administrator for equipment, supplies, services, and administrative costs as provided in this agreement. The Tarrant County Elections Administrator shall serve as the administrator for the Joint Election; however, each participating authority shall remain responsible for the decisions and actions of its officers necessary for the lawful conduct of its election. The Elections Administrator shall provide advisory services in co ection with decisions to be made and actions to be taken by the officers of each participating authority as necessary:�'"" It is understood that other political subdivisions may wish to part�cipate in the use of the County's electronic voting system and polling places, and it is agreed that the Elections Adminis ` r may enter into other contracts for election services for those purposes on terms and conditions generally simil se` h in this contract. In such cases, costs shall be pro-rated among the participants according to Sec� f this co At each polling location,joint participants shall shar equipment and su to the extent possible. The participating parties shall share a mutual ballot in those p aces where jurisdictions p. However, in no instance shall a voter be permitted to receive a ballot containing an or proposition stating a me on which the voter is ineligible to vote. Multiple ballot styles shall be available in th ared polli laces where 'ctions do not overlap. II. LEGAL DOCUMENTS Each participating authority shall be res i e preparatio tion, and publication of all required election orders, resolutions, notices, and any othe ine ents req the Texas Election Code and/or the participating authority's governing body, charter, or � ance , that the � ns Administrator shall be responsible for the preparatio 'cation of all system otices re required by the Texas Election � Code. Preparation of the necessary mat for notices official ballo all be the responsibility of each participating authority, includi�, „ nslation nguages ot an English. Each participating authority shall provide a copy of their respective electio rs and ces to the Ta County Elections Administrator. III. VOTI ections Administ hall se d arrange fo the use of and payment for all election day voting locations. ocations will be, ever p , the usual voting location for each election precinct in elections conducted by articipating city, shall be liant with the accessibility requirements established by Election Code Section 4 . nd the America ith Disab s Act(ADA). The proposed voting locations are listed in Attachment A of thi ement. In the< t that a voting location is not available or appropriate, the Elections Administrator will arra r use of an alternate location with the approval of the affected participating authorities. The Elections Administrator otify the participating authorities of any changes from the locations listed in Attachment A. If polling places for th 16 joint election are different from the polling place(s) used by a participating authority in its most recent electi uthority agrees to post a notice no later than May 6, 2016 at the entrance to any previous polling places in the juris on stating that the polling location has changed and stating the political subdivision's polling place names and addresses in effect for the May 07, 2016 election. This notice shall be written in both the English and Spanish languages. Page 2 of 10 IV. ELECTION JUDGES, CLERKS, AND OTHER ELECTION PERSONNEL Tarrant County shall be responsible for the appointment of the presiding judge and alternate judge for each polling location. The Elections Administrator shall make emergency appointments of election officials if necessary. Upon request by the Elections Administrator, each participating authority agrees to assist in recruiting polling place officials who are bilingual (fluent in both English and Spanish). In compliance wi the Federal Voting Rights Act of 1965, as amended, each polling place containing more than 5% Hispanic populatio termined by the 2010 Census shall have one or more election official who is fluent in both the English and Spa guages. If a presiding judge is not bilingual, and is unable to appoint a bilingual clerk, the Elections Admini ay recommend a bilingual worker for the polling place. If the Elections Administrator is unable to recommend �lingual worker, the participating authority or authorities served by that polling place shall be responsible for re a I worker for translation services at that polling place. The Elections Administrator shall notify all election ' f the eligibility req nts of Subchapter C of Chapter 32 of the Texas Election Code, and will take the ary steps to insure that a tion judges appointed for the Joint Election are eligible to serve. The Elections Administrator shall arrange for the trainin comp n of all electio es and clerks. The Elections Administrator shall arrange for the d time, and place lection judges to pi their election supplies. Each presiding election judge will letter from the Administrator notifying im of his appointment, the time and location of training ion of electio lies, and the number of election clerks that the presiding judge may appoint. Each election judge and clerk will receive c ensati hourly r ablished by Tarrant County pursuant to Texas Election Code Sectio The electio e will re additio of$25.00 for picking up the election supplies prior to ele r returning uppl� ent t e central counting station after the polls close. Election judges and who atte oting equip training and/or procedures training shall be compensated at the same hourly rate that th to be on election d Thet ' istrator oy onne essary for the proper administration of the election, including such ' - im is nec to prepa el on, to ensure the timely delivery of supplies during early vofiing and on election � d for �cient tabul ballots at the central counting station. Part-time personnel working as members Early Ballot Boar and/or central counting station on election night will be compensate° "' he hourly rate se arrant in accordance with Election Code Sections 87.005, 127.004, and 127.006. V. PREPARATION PLIES AN TING EQUIPMENT The Elections Adm tor s range for all election supplies and voting equipment including, but not limited to, official ballots, sample bal istration lists, and all forms, signs, maps and other materials used by the election judges at the voting loc he Elections Administrator shall ensure availability of tables and chairs at each polling place and shall procure ren tables and chairs for those polling places that do not have tables and/or chairs. At each polling location,joint participants shall share voting equipment and supplies to the extent possible. The participating parties shall share a mutual ballot in those precincts where jurisdictions overlap. However, in no instance shall a voter be permitted to receive a ballot containing an office or proposition stating a measure on which the voter is ineligible to vote. Multiple ballot styles shall be available in those shared polling places where jurisdictions do not overlap. The Elections Administrator shall provide the necessary voter registration information, maps, instructions, and other information needed to enable the election judges in the voting locations that have more than one ballot style to conduct a proper election. Page 3 of 10 Each participating authority shall furnish the Elections Administrator a list of candidates and/or propositions showing the order and the exact manner in which the candidate names and/or proposition(s)are to appear on the official ballot (including titles and text in each language in which the authority's ballot is to be printed). Each participating authority shall be responsible for proofreading and approving the ballot insofar as it pertains to that authority's candidates and/or propositions. The joint election ballots that contain ballot content for more than one jo� participant because of overlapping territory shall be arranged in the following order: Independent School District ater District(s), College District, and other political subdivisions. Early Voting by Personal Appearance shall be conducted exc arrant County's eSlate electronic voting system. On election day, voters shall have a choice between voting eS ectronic voting system or by a paper ballot that is scanned at the polling place using Tarrant County's a oting sy Provisional ballots cast on election day will be cast only on the eSlate electronic voting system to the possibilit er provisional ballots from being immediately counted via the eScan ballot scanner. The number of paper ballots printed for election d � g shall be, at a minimum, to the same election day turnout as in the last comparable election plus 25 percent of mber, wit e final numbe Ilots ordered per polling place or precinct adjusted upward to end in a number di by 5 The Elections Administrator shall be ' le for the prep esting, and delivery of th voting equipment for the election as required by the Election Co The Elections Administrator shall conduc ina und chec elevant employees upon hiring as required by Election Code Section 129.051(g). VI. EARLY VOTING The participating au ' s agree t nduct joint voting and to appoint the Election Administrator as the Early Voting Clerk in accordan Secti 31.097 and 2 6 of the Texas Election Code. Each participating authority agree int the EI s 's perma county employees as deputy early voting clerks. The participating�. r agre e inist may appoint other deputy early voting clerks to assist in the conduct `' ar y neces nd that t 'tio deputy early voting derks shall be compensated at an hourly rate set by Tarran purs Section 8 . f the Texas Election Code. Deputy early voting clerks who are permanent employees Tarra nty Elections dministrator or any participating authority shall serve in that capaci = " out additional co ation. Early Vo personal appe ce will b d at the locations, dates, and times listed in Attachment"B" of this document. Any qu voter of the J lection may vote early by personal appearance at any of the joint early voting locations. As Early Voting CI Ele Administrator shall receive applications for early voting ballots to be voted by mail in accordance with Chap 6 of the Texas Election Code. Any requests for early voting ballots to be voted by mail received by the participa orities shall be forwarded immediately by fax or courier to the Elections Administrator for processing. The Elections Administrator shall post on the county website each participating authority's early voting report on a daily basis and a cumulative final early voting report following the close of early voting. In accordance with Section 87.121(g) of the Election Code, the daily reports showing the previous day's early voting activity will be posted to the county website no later than 10:00 AM each business day. Page 4 of 10 VII. EARLY VOTING BALLOT BOARD AND SIGNATURE VERIFICATION COMMITTEE Tarrant County shall appoint an Early Voting Ballot Board (EVBB)to process early voting results from the Joint Election. The Presiding Judge, with the assistance of the Elections Administrator, shall appoint two or more additional members to constitute the EVBB. The Elections Administrator shall determine the number of EVBB members required to efficiently process the early voting ballots. The Elections Administrator shall determine whether a Signature Veri � Committee is necessary, and if so, shall appoint the members. VIII. CENTRAL COUNTING STATION AND ELECTION RETURNS The Elections Administrator shall be responsible for e ing and opera e central and remote counting stations to receive and tabulate the voted ballots in accord the provisions of as Election Code and of this agreement. The participating authorities hereby, in accordance ction 127.0 127.003, an 005 of the Texas Election Code, appoint the following central counting station offi Counting Station Manager: Ste ers, Assistant Administrator Tabulation Supervisor: Eric L t County Ele Operations Manager Presiding Judge: David �n Alternate Judge: Emma A The counting station m:a � represent shall cumu ve reports of the election results as precincts report to the central ana remo nting stati bula manager shall be responsible for releasing unofficial cumulative totals and p ct returns election to int participants, candidates, press, and general public by distribution of rd copies e central c g station and by posting to the Tarrant County web site. To ensure the accuracy of rep lectio rns, results p on the tapes produced by Tarrant County's voting equipment will leased to orities a remote collection sites or by phone from individual polling locat'. �, The Elections Administrator are t fficial canv orts that are necessary for compliance with Election Code Section 67.004 after all p s hav counted, an will deliver a copy of these unofficial canvass reports to each partici authority as soo ossibl all returns have been tabulated. Each participating authority shall be responsible fo fficial canvass o especti tion(s). The Elections Adm tor will prepar electronic precinct-by-precinct results reports for uploading to the Secretary of State as required by 67.017 of the Election Code. The Elections Administrator agrees to upload these reports for each participating autho ess requested otherwise. The Elections Admini ' `e responsible for conducting the post-election manual recount required by Section 127.201 of the Texas E ode unless a waiver is granted by the Secretary of State. Notification and copies of the recount, if waiver is denied, be provided to each participating authority and the Secretary of State's Office. IX. PARTICIPATING AUTHORITIES WITH TERRITORY OUTSIDE TARRANT COUNTY Each participating authority with territory containing population outside Tarrant County agrees that the Elections Administrator shall administer only the Tarrant County portion of those elections. Page 5 of 10 X. RUNOFF ELECTIONS Each participating authority shall have the option of extending the terms of this agreement through its runoff election, if applicable. In the event of such runoff election, the terms of this agreement shall automatically extend unless the participating authority notifies the Elections Administrator in writing within 3 business days of the original election. Each participating authority shall reserve the right to reduce the number early voting locations and/or election day voting locations in a runoff election. Each participating authority agrees to order any runoff election(s eeting for canvassing the votes from the May 07, 2016 election and to conduct its drawing for ballot positions � tely following such meeting in order to expedite preparations for its runoff election. Each participating authority eligible to hold runoff elec ' rees that the the runoff election, if necessary, shall be Saturday, June 18, 2016. XI. ELECTION EXPENSES AND ALLOCATION OF COSTS The participating authorities agree to e the costs of a e Joint Election. A �on of costs, unless specifically stated otherwise, is mutua to be shared g to a formula which is b sed on the average cost per election day polling place (unit cost) a d by adding t r the overall expenses and dividing the expenses equally among the total number of po osts for pol ces shared by more than one participating authority shall be pro-rated equally among the pa ants that pollin e. It is agreed that charg tion day jud nd clerk ction d ing place rental fees shall be directly charged to the appropria ting authon ther t those sts among all participants. If a participating authority's electio onducted an one ele day polling place, there shall be no charges or fees allocated to th,�e rticipatin thority for th t of election day polling places in which the authority has fewer than 50% of the total reg voter rved by that p place, except that if the number of registered voters in all of the author� ' ing place s thresho e participating authority shall pay a pro-rata share of the costs as , : polling ere rea umber of registered voters. Gosts for Early Voti ' erson earance sh Ilocated based upon the actual costs associated with each early voting site. Each pa ` ting a shall be res onsible for a pro-rata portion of the actual costs associated with the ear} "" 'ng sites located theirj tion. Participating authorities that do not have a regular(non- temporary) ea ing site within th isdictio pay a pro-rata portion of the nearest regular early voting site. Costs for oting by Mail s be allocated according to the actual number of ballots mailed to each participating authority rs. Participating autho avin ajority of their voters in another county, and fewer than 500 registered voters in Tarrant County, and that d election day polling place or early voting site within theirjurisdiction shall pay a flat fee of$400 for election expe Each participating authority agrees to pay the Tarrant County Elections Administrator an administrative fee equal to ten percent (10%) of its total billable costs in accordance with Section 31.100(d) of the Texas Election Code. The Tarrant County Elections Administrator shall deposit all funds payable under this contract into the appropriate fund(s)within the county treasury in accordance with Election Code Section 31.100. XII. WITHDRAWAL FROM CONTRACT DUE TO CANCELLATION OF ELECTION Page 6 of 10 Any participating authority may withdraw from this agreement and the Joint Election should it cancel its election in accordance with Sections 2.051 -2.053 of the Texas Election Code. The withdrawing authority is fully liable for any expenses incurred by the Tarrant County Elections Administrator on behalf of the authority plus an administrative fee of ten percent (10%) of such expenses. Any monies deposited with the Elections Administrator by the withdrawing authority shall be refunded, minus the aforementioned expenses and administrative fee if applicable. It is agreed that any of the joint election early voting sites that are not wi � the boundaries of one or more of the remaining participating authorities, with the exception of the early voting site I at the Tarrant County Elections Center, may be dropped from the joint election unless one or more of the r g participating authorities agree to fully fund such site(s). In the event that any early voting site is eliminated un section, an addendum to the contract shall be provided to the remaining participants within five days after notific � ents to withdraw have been received by the Elections Administrator. XIII. RECORDS OF THE ELECTION The Elections Administrator is hereby appointed g custodian of the voted bal d all records of the Joint Election as authorized by Section 271.010 of the Texas Elect de. Access to the election records shall b ilable to each p thority as well as to ublic in accordance with applicable provisions of the ction Code an xas Public Information A . The election records shall be stored at the offices of the Ele 'nistrator or a ernate facility used for storage of county records. The Elections Administrator shall ensu a rds are ma d in an orderly manner so that the records are clearly identifiable and retrievable. Records of the electio etained an osed of i ance provisions of Section 66.058 of the Texas Election Code. If rect�, lection are Ived � electi contest, investigation, litigation, or open records request, the Elections Ad ator shall ecor �nal resolution or until final judgment, whichever is applicable. It is the responsi f each pa authority to ng to the attention of the Elections Administrator any notice of p . election test, investi n, litigation or open records request which may be filed with the participating authority. XIV. RE A recoun be obtained as d by of the Texas Election Code. By signing this document, the presiding officer of th acting participat thority s that any recount shall take place at the offices of the Elections Administrator, at the Elections inistrato serve as Recount Supervisor and the participating authority's official or emplo o performs the s of a se ry under the Texas Election Code shall serve as Recount Coordinator. The Elections Administr rees to pravide advisory services to each participating authority as necessary to conduct a proper recount. XV. MISCELLANEOUS PROVISIONS 1. It is understood that to the extent space is available, other districts and political subdivisions may wish to participate in the use of the County's election equipment and voting places, and it is agreed that the Elections Administrator may contract with such other districts or political subdivisions for such purposes and that in such event there may be an adjustment of the pro-rata share to be paid to the County by the participating authorities. Page 7 of 10 2. The Elections Administrator shall file copies of this document with the Tarrant County Judge and the Tarrant County Auditor in accordance with Section 31.099 of the Texas Election Code. 3. Nothing in this contract prevents any party from taking appropriate legal action against any other party and/or other election personnel for a breach of this contract or a violation of the Texas Election Code. 4. This agreement shall be construed under and in accord wit s of the State of Texas, and all obligations of the parties created hereunder are perform arrant County, Texas. �. 5. In the event that one or more of the provisions cont th ement shall for any reason be held to be invalid, illegal, or unenforceable in any respe u invalidit , lity, or unenforceability shall not affect any other provision hereof and this agr shall be const s if such invalid, illegal, or unenforceable provision had never been c herein. 6. All parties shall comply with all applicable rdinances, and codes of th e of Texas, all local governments, and any other entities with loca iction. 7. The waiver by any party of a of any provisio eement shall not ope as or be construed as a waiver of any t breach. � 8. Any amendments of this agreem ha �o effect un writing and signed by all parties hereto. XVL COST ESTIMATES AN ' F FUNDS The total estimated obligation for participati y under th s of this agreement is listed below. Each participating authority agre; s to pay t arrant Coun ctions Administrator a deposit of approximately 75% of this estimated obligation within ys aft ecution of thi ement. The exact amount of each participating authority's obliga ' nder the te f t ' t shall b culated after the May 07, 2016 election (or runoff election, if a � the a otal o ion exceeds the amount deposited, the authority shall pay to the Elec ; or the e due wi s r the receipt of the final invoice from the Elections Administrator. However, if � unt o uthority's to ation is less than the amount deposited, the Elections Administratbr shall refund to th "° ority th ss amount d within 30 days after the final costs are calculated. Page 8 of 10 The total estimated obligation and required deposit for each participating authority under the terms of this agreement shall be as follows: Page 9 of 10 XVII. JOINT CONTRACT ACCEPTANCE AND APPROVAL IN TESTIMONY HEREOF, this agreement has been executed on behalf of the parties hereto as follows, to-wit: (1) It has on the day of , 2016 been executed by the Tarrant County Elections Administrator pursuant to the Texas Election Code so authorizi (2) It has on the day of , 2016 b uted on behalf of the REPLACE WITH NAME OF POLITICAL SUBDIVISION HERE pursuant 'on of the REPLACE WITH NAME OF POLITICAL SUBDIVISION HERE so authorizing; ACCEPTED AND AGREED TO BY THE TARRANT COU CTIONS ADMINIST APPROVED: Frank Phillips Elections Administrator ACCEPTED AND AGREE Y THE R CE WITH OF POLITICAL SUBDIVISION HERE: APPROVED: TTEST: {DRAFT ON—DO N} {DRAFT VERSION—DO NOT SIGN} REPLAC NAME OF PR G OF TITLE REPLACE WITH NAME, TITLE Page 10 of 10 .?'��.�+w.,,�'S. � � h�� � � � '��� tlake Town Council ���� ���} TYPE OF ACTION �""""� Regular Meeting - Consent Westlake Town Council Meeting Monday, March 28, 2016 ToriC: Consideration of a Resolution Approving a Right-of-way License Agreement for an entryway sign within the Solana Boulevard median. STAFF CONTACT: Jarrod Greenwood, Public Works Director/Assistant to the Town Manager Strate�ic Alignment Vision, Value, Mission Perspective Strategic Theme & Results Outcome Obiective High Quality Planning, Design & Development - We Encourage Strong Aesthetic Citizen, Student are a desirable well planned, westlake's Unique Standards & Stakeholder high-quality community that Sense of Place is distinguished by exemplary design standards. Strategic Initiative Outside the Scope of Identified Strategic Initiatives Time Line- Start Date: March 28, 2016 Completion Date: March 28, 2016 Funding Amount: N/A Status - � N/A Source- N/A EXECUTIVE SUMMARY(INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) The owner of Solana (Equity, a division of Blackstone) presented a redevelopment plan for Solana to address Way Finding, Signage, Lighting, Retail, Open Space Reconfiguration, Parking, and Building Remodeling to the Planning & Zoning Commission (P&Z) and Town Council on January 5, 2015 and February 23, 2015 respectively for the purpose of providing feedback on their new plans for Solana. The proposed ROW license agreement provides the necessary compliance instrument for Equity to install the median sign included in the plans presented to P&Z and Council last year. The proposed sign will be owned and maintained by Equity. RECOMMENDATION AND ATTACHMENTS Staff recommends approval. Resolution with Attachment A - Proposed ROW License Agreement p �� r .'� `Y. � .. . � __. ..4-, �,. �� ... _ "'_.l�_ : �y, . � �'��.... . . .... . _ . . py^�� s' �- k • . � ,�.. ,.._ ... r...� � ^ � ;.. -- 'i ' ,,a`�� ,���..._,�"���'� - _.. ' . i , 'i` _ V , I� � i- y:•' -- � � : � Y���.�. �� � � .. __ I _ - .__-__ _ _ -_ _ . . , � ._ �^-sc� -',--���w _ - _ -����., -�: OPTION 2 �: � : . . ,.'"��,� 17'-0„ �' �_" 9 yi' ' � "� � � �- , 1'-0" 8'-0 3 s" 1'-1 �/8" 5'-10 /z" 1'-0„ � . - --. ` �. ~"�" � 8,/„ � .�.�' �..�-w ;.' � ,�.- qy�R� _ 'u� c. c• ,�y � �__ - _ _ \� 1 = � . . . ' � \ � PROPOSED 28'-0"VIEW � � a � � � ( � O � .o� � O � � / • • • • . M N.T.S. PROPORTION& POSITIONING IS APPROXIMATED-MAY VARY � N N � � d' \ � SIDEA 9 Y2' 17'-0„ 8,/„ 1'-0" 5'-10 Yz" '-1 �/8" 8'-0 3 s„ �,_�„ a � � � � �� ;l � � � ; _ ._ ; � _ . � _ � � , _ a o � � o a p � �� M I • • • � . �, � O N � N � C \ m �--- D/F NON ILLUMINATED MONUMENT(ONE REQUIRED) SI DE B SCALE:�S"= 1'-0" 4'-0"x 17'-0" = 68.00 TOTAL SQ.FT. m *�\NfNCST9� -,1 wuvwstarlitesign.00111 NSTOMER rr�so.FT DWG-t�- • N0. DATE BY DESCRIPTION � N0. DATE BY DESCRIPTION SO�p110 �SO�-�2� 1 08-21-15 PP Added additional signs,plus edits 9 12-21-15 PP Copy Edits,additional details y r� LOCATION ACCT.fXEC BID";JOB' PAGE � �9Y$E.MCKItltl@�St. 4 09-28-15 PP Color changes,plus edits 10 12-30-15 PP Rule Thickness changes,copy changes TyEINOv�' Denton,TX76208 Sam School Rd. David Scott 42644 19 of 69 � ary sr Pa1 rnsR o�sicNEr. o�ir.�nrE 5 10-01-15 PP New sign sizes,color�hanges,Rule adjusimenfs 11 O1-14-16 PP Tenant ropy added.Added wall Clndding Site Plan (940)381-8850 Westlake TX Sam Causseaux P. Philhart 07-29-15 • b 11-05-15 PP Removed Marriotsigns � 12 O1-19-16 PP Added placement on Site Plan,Added Optpage St�rliteSign,�� Fax:(940)387-0429 gids are ood if acce ted within 30 da s of ro osal. This drawin is the ro ert of Starlite Si n,�rwhich reserves all ri hts to its re roduction and dis la. > 12-07-15 PP Copy change,Typo fix,Wall survey info changes 13 O1-20-16 PP COPY CHANGES 9 p V P P 9 p P Y 9 9 P P V 8 12-17-15 PP Added s ecific si ns and co � � W � Q i J J � � �EXISTING � � I - PARKING � �� 7 �� — I,� i � i,� e e e � ii i . � ' � I � � BLDG3B '� � — �I � BLDG 3C � II _�. �EXISTING � �:o�oMP�vw�.�,ass.ANOAaos . � I � � PARKING� O / ' r O a�� � � � , ���a�APE � I � �� s��NAOEo�a� � , � — � Exs,waao��ARoe \��� . I� o 0 0� I � I � I ��s,�N�H.�.sPA�Es � — — — — —��— 1 — — — — — i — I — — — — — — — — — — —— — — � . �:� . -i r. / 1e' I L REF.LANDSCAPE �.'�� � FORE COURTYARD EXISTING BUILDING . � PLANS�� ��i i,i i�, i i u I 'i i' ' i - --- --� . � � � _ .� . __ ... . —.� - Ex�s,w� CLOISTER I I pqrHwqy.REF.�qNps�pE . � I �BLDG 3A� � m � � � � ��-��1 � - � _ � � ��"-0' »"-0" �Gl �-- , � , � � ------o i o �i a 142'-0" I2o'-o° �� , � 162'-0"Total - VILLAGE CIRCLE � J m Z EXISTING OBELISK� a � J 0 � �� SITE PLAN- WALL EXTENSION SCALE: 1"= 768" �1JN�NC'Sp � CUSTOMER rr�so-Fr DWG4F • N0. DATE BY DESCRIPTION • N0. DATE BY DESCRIPTION Q�9� —� �•starlitesign.com Solanq 1507-121 y �� LOCATION aaT.Ex�c. sio� �os- PA�E 1 08-21-15 PP Added additional signs,plus edits _ 9 12-21-15 PP Copy Edits,additional details �9�3 E.MCKlltn@�St. 4 09-28-15 PP Color chan es, lus ediTs 10 12-3D-15 PP Rule Thickness chan es,co chan es TyE�N�JS� Denton,TX 76208 Sam School Rd. David Stott 42644 69 of 69 9 P 9 Py 9 aTx s i PR1.MGR. arsicNEr oRIG.DAf[ 5 10-01-15 PP New sign sizes,rolor changes,Rule adjustmenis 11 O1-14-16 PP Tenant ropy added.Added wall Cladding Site Plan (940)382-8850 Westlake TX Sam Causseaux P. Philhart � b 11-05-15PP RemovedMarriotsigns � 12 01-19-16PP AddedplacementonSitePlan,AddedOptpage Starli te5ign,�� Fax:(940)387-0429 07-29-�5 7 12-07-15 PP Copy chanqe,Ty o fix Wall surve info chan es 13 O1-20-16 PP COPY CHANGES Bids are good if accepted within 30 days of proposal. This drawing is the property of Starlite Sign,�vwhich reserves all rights to its reproduction and display. e 1Y_17_�5 PP Added s ecific si ns and co TOWN OF WESTLAKE RESOLUTION NO. 16-10 A RESOLUTION OF THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS, APPROVING A RIGHT-OF-WAY LICENSE AGREEMENT WITH EQUITY, FOR THE INSTALLATION, MAINTENANCE, AND OPERATION OF AN ENTRYWAY SIGN WITHIN THE SOLANA BOULEVARD MEDIAN, WITHIN THE TOWN OF WESTLAKE RIGHT OF WAY. WHEREAS, the Town Council finds that the proposed improvement, to be located in the right-of-way, poses no significant increase in hazard to citizens or motorists traveling on Solana Boulevard; and WHEREAS, the Right-of-Way License Agreement, attached hereto as Exhibit A, addresses liability, maintenance and removal of the improvements, to eliminate potential negative impacts to the Town or the citizens of Westlake for the construction of signage depicted in Attachment B; and WHEREAS, the Town Council finds that the passage of this Resolution is in the best interest of the public. NOW, THEREFORE, BE IT RESOLVED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS: SECTION 1: That, all matters stated in the Recitals hereinabove are found to be true and correct and are incorporated herein by reference as if copied in their entirety. SECTION 2: That the Town of Westlake Town Council does hereby approves the Right-of-Way License Agreement, attached as Exhibit A to allow Equity to install, maintain and operate an entryway wall and landscaping within the Town of Westlake Right-of-Way on Solana boulevard, as depicted in the construction plans identified as Exhibit B as attached. SECTION 3: That the Town of Westlake Town Council hereby authorizes the Town Manager to sign the Right-of-Way License Agreement on behalf of the Town of Westlake. SECTION 4: If any portion of this Resolution shall, far any reason, be declared invalid by any court of competent jurisdiction, such invalidity shall not affect the remaining provisions hereof and the Council hereby determines that it would have adopted this Resolution without the invalid provision. Resolution 16-10 Page 1 of 2 SECTION 5: That this resolution shall became effective from and after its date of passage. PASSED AND APPROVED ON THIS 28t"DAY OF MARCH 2O16. ATTEST: Laura L. Wheat, Mayor Kelly Edwards, Town Secretary Thomas E. Brymer, Town Manager APPROVED AS TO FORM: L. Stanton Lowry, Town Attorney Resolution 16-10 Page 2 of 2 ATTACHMENT A RIGHT OF WAY LICENSE AGREEMENT This Right-of-way License Agreement (this "A�reement") is entered into as of , 2016, between the TOWN OF WESTLAKE, TEXAS, a municipa] corporation of Tarrant and Denton Counties, Texas ("Westlake") and, BRE SOLANA LLC, a Delaware limited liability company and private property owner doing business in The Town of Westlake, Tarrant County, Texas ("The Licensee"). For and in consideration of a non-refundable fee of $1,000.00 and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, and in consideration of the covenants contained herein, Westlake and the Licensee agree as follows: 1. Subject to the terms of this Agreement, Westlake hereby grants to the Licensee a perpetual, fully-paid license (the "License") over, under and across the property identified in attached Exhibit A ("The License Tract") for the uses and purposes set forth herein, together with the right of ingress and egress along and upon the License Tract. This grant is made subject to all matters of record affecting the License Tract. 2. The License shall only be used for the purpose of constructing, installing, reconstructing, replacing, using, operating, maintaining and removing a metal monument sign and related footings and improvements (collectively, "The Improvements") as reflected in the plans attached as Exhibit A ("The Plaza Plans"). The Improvements shall be constructed and installed substantially in accordance with the Plaza Plans. The improvements shall not create a visibility impairment for traffic and shall not exceed 17 feet by 0.9 feet with a height no greater than 4.2 feet. 3. Either party may terminate this Agreement, it its sole discretion, by giving the other party 180 calendar days written notice of such termination. In addition, this License may be terminated by Westlake upon thirty (30) calendar days prior written notice to Licensee should actual construction of the Improvements not be completed before December 31, 2016, subject to reasonable extension for delays not the fault of Licensee. No portion of the fee shall be refunded upon termination. 4. Upon termination of this License, the Licensee shall completely remove the Improvements and restore the License Tract to its prior condition. 5. Licensee agrees to file a complete application for a Building Permit, and pay all applicable fees, for construction of the Improvements within 30 calendar days of the date that the License Agreement is signed by both parties. The issuance of a Building Permit shall be subject to all of the provisions of this License Agreement and shall no longer be deemed in force or effect upon termination of the License Agreement by either party in the event the Improvements have not been constructed as of the date of such termination. Resolution 16-10 Page 1 of 5 6. The License, License Tract or Entryway is not assignable by the Licensee without the prior written consent of Westlake. 7. Licensee indemnifies Westlake from any and all liability resulting from any claims to the extent arising out of resulting from the placement or construction of any improvements by Licensee, its contractors or its agents, upon the License Tract. Licensee shall carry General Liability insurance that names the Town of Westlake as an additional named insured in a form acceptable to the Town. The insurance shall be in an amount set by the Town, but in no event shall the required amount be less than $1 million or more than $2 million. 8. Westlake reserves and retains the paramount right to use the License Tract and grant other rights and Licenses across, over or under the License Tract to such other persons as Westlake deems proper, provided such other grants do not interfere with the use of the License Tract by Licensee for the purpose set forth herein. Westlake may grant such other Licenses, rights, or uses within the License Tract in its sole discretion, subject to the limitations set forth herein. 5. The rights granted to Licensee are subject and subordinate to the prior and continuing right and obligation of Westlake, subject to Paragraph 8 above, to use the License Tract and surrounding property without liability to Licensee ar to any other party far compensation or damages. 6. Licensee's rights are also subject to all outstanding superior rights (including those in favor of licensees, lessees of the License Tract, and other holders of interests in the Licensed Tract) and the right of Westlake to renew and extend the same, and are granted without covenant of title or quiet enjoyment. 7. Westlake shall have the right to remove all improvements installed pursuant to this Agreement or to carry out any other maintenance or restoration obligation of Licensee hereunder, provided that Licensee has been given notice and a reasonable period of time of at least 30 calendar days to take such actions and has failed to do so. Any relocation, removal, or repair of such improvements or the License Tract performed by Westlake or any third party contractors of Westlake shall be reimbursed by the Licensee. The notice period may be waived and repairs or removal may be instituted immediately, if, in the judgment of Town officials, such action is necessary for the safety, health or welfare of the Town, its residents, visitors or others. 8. Licensee shall repair any damage to improvements such as landscaping, paving, curbs, retaining walls, sidewalks, and signage on the License Tract or surrounding property and restore the surface of the License Tract and surrounding property from damage resulting from Licensee's use of the License Tract to Westlake's satisfaction. 9. Licensee shall not use the License Tract, ar permit use of the License Tract, by any other person, in a manner that violates applicable laws or regulations or constitutes a hazard to the health, safety and/ar welfare of the public. Except far the normal use of fuels, lubricants, chemicals required to install and maintain the improvements installed hereunder and their normal byproducts of use, Licensee shall not, and shall not permit any of its employees, agents, contractors, subcontractors, suppliers or invitees to generate, manufacture or dispose of on or Resolution 16-10 Page 2 of 5 about the License Tract or surrounding property any hazardous substance. If Westlake in good faith believes that a hazardous substance may have been generated, manufactured or disposed of on or about the License Tract by Licensee or any of its employees, agents, contractars, subcontractors, suppliers or invitees, Westlake may have environmental studies of the License Tract or surrounding property conducted as it deems appropriate. 10. Except to the extent arising from the gross negligence or willful act or omission of Westlake, Westlake shall not be responsible for any claims, suits, losses, liability, costs and expenses from any User's use of the License Tract. A "User" is defined Licensee and contractor ar agent of Licensee providing materials or service in connection with the design and construction of the improvements constructed hereunder. 11. All notices required ar permitted hereby shall be in writing and become effective after being deposited in the U.S. mail, certified or registered with appropriate postage prepaid or, if delivered by some other manner, when actually received. Notices to the parties shall be addressed as follows: To Licensee: BRE Solana LLC c/o Equity Office 222 S. Riverside Plaza, Suite 2000 Chicago, IL 60606 Attention: Senior Vice President - Operations And a copy to: Equity Office 222 S. Riverside Plaza, Suite 2000 Chicago, IL 60606 Attention: Managing Counsel To Westlake: The Town of Westlake 1301 Solana Boulevard, Building 4, Suite 4202 Westlake, TX 76262 Attention: Town Manager With a copy to: Boyle & Lowry, L.L.P. (which shall not constitute notice) 4201 Wingren Drive, Suite 108 Irving, TX 75062 Attention: L. Stanton Lowry From time to time a party may designate a new address for the purpose of receiving notices hereunder by giving notice of its new address to the other party in the manner provided above. 12. This grant of the License shall terminate and revert to Westlake or its successors in interest upon the termination of the License, ar when the License Tract ceases to be used exclusively for the purposes permitted herein for a period of more than one (1) year, it being agreed that the construction and installation of the Improvements shall constitute "use" within the terms of this License. For the purposes hereof, "abandonment" shall not include any Resolution 16-10 Page 3 of 5 temporary periods when service is discontinued for regular maintenance purposes or during any relocation construction work permitted under this License. EXECUTED to be effective as of the date first written above. TOWN OF WESTLAKE, TEXAS By: Name: Thomas E. Brymer Title: Town Manager THE STATE OF TEXAS § § COUNTY OF TARRANT § This instrument was acknowledged before me on , 2016, by THOMAS E. BRYMER, Town Manager of the Town of Westlake, on behalf of the Town of Westlake, Texas. Notary Public, State of Texas Resolution 16-10 Page 4 of 5 ACCEPTED ON THE TERMS AND CONDITIONS CONTAINED HEREIN: BRE SOLANA LLC a Delaware limited liability company By: Name: Title: THE STATE OF TEXAS § § COUNTY OF TARRANT § This instrument was acknowledged before me on , 2016, by , the of BRE SOLANA LLC, a Delaware limited liability company, at , Westlake Texas. Notary Public, State of Texas Resolution 16-10 Page 5 of 5 `'��" Y f��������� ��}�`�� estlake Town Council � ' � # � TYPE OF ACTION ��� • �' '� �'�+�.4-�"'� Regular Meeting - Action Item Monday, March 28, 2016 ToP�c: Continuation of a Public Hearing and Consider an Ordinance Approving an Amendment of Ordinance 691, Amending the Development Regulations Applicable to the PD 1 Zoning District, Planning Area 1 (PD 1-1),providing for a 500 foot setback in the area adjacent to a residential subdivision in PD1-3 (Granada). STAFF CONTACT: Eddie Edwards, Director of Planning and Development Strategic Alignment Vision, Value, Mission Perspective Strategic Theme & Results Outcome Ob'ective Natural Oasis-Preservc& Planned/Responsible Citizen, Student& Preserve Desirability Development Stakeholder Maintain a Perfect Blend of thc &Quality of Life Community's Natural Beauty Strategic Initiative Trce Preservation/Reforestation Time Line- Start Date: January 4, 2016 Completion Date: March 28, 2016 Funding Amount: 00.00 Status - � N/A Source - N/A EXECUTIVE SUMMARY (INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) On January 25, 2016, the original zoning case concerning the amendment of Ordinance 691 was divided into two parts. One part, concerning the setback in PD1-1 from residentially zoned property in the Southern portion of PD 1-1 from residential property in Glenwyck Farms and Terra Bella was addressed in Ordinance 767. The remaining portion concerns setbacks in PD 1-2 (Granada). Back r� ound: On January 7, 2013, Ordinance 691 created three Planning Areas within the PD 1 Zoning District: PD l-1 (Solana), PD 1-2 (Entrada), and PD 1-3 (Granada). The ordinance was passed with a section stating that the building setback from any residentially zoned area shall be 500 feet for the areas described in exhibits "A-1" and"A-2" (Entrada and Granada). However, the section was intended to require the 500 foot setback from all residentially zoned areas exceUt for the areas described in "A-1" and"A-2." The intent was to preserve the 500 foot building setback, originally established by Ordinance 202, for the areas of PD 1-1 adjacent to residential neighborhoods including the Glenwyck Farms and Terra Bella subdivisions,but excluding the Entrada and Granada developments. Town staff worked with, and continues to work with, PD1-1 owner representatives on an amendment to Ordinance 691 for many months to address issues related to multiple ownerships within the Planning Area, and has always taken the position that the aforementioned section would be corrected with the next amendment. The 500 ft. setback has been protested by the owner (Equity). While the issues concerning the setbacic for the portion of PD1-1 near Glenwyck Farms and Terra Bella was addressed Ordinance 767, the setback in PD1-2 (Granada) still needs to be addressed. What was not anticipated by Town staff was that so much time would pass before there would be an application for an amendment. In the intervening time, lots in Granada have been sold with the purchasers believing that the 500 foot building setback applies to their properties. Depending on building height, there may not be any difference in the setbacks, but concern over the unknown is only natural. Therefore, this proposed amendment to Ordinance 691 will provide for a 500 foot building setback from any residential lot located in PD 1-3 (Granada). Please note that this Town initiated amendment is limited to specific development regulations that the Town wishes to clarify and does not change the Permitted Uses or allowed density within PD 1-1. Town Council Action at the January 25, 2016 meetin�: At their January 25, 2016 meeting, the Town Council voted to approve the portion of the zoning amendment ordinance that would re-establish the 500 foot yard (i.e. setback) requirement along the southern boundary of the PD 1-1 area adjacent to and north of the Glenwyck Farms and Terra Bella Subdivisions. Council decided to continue to their February 22, 2016 meeting, the Public Hearing on the portion of the proposed zoning amendment ordinance that would retain the 500 foot yard (i.e setback) requirement in PD1-1 along the PD1-1 eastern boundary adjacent to Granada (PD 1-3) and remove said 500 foot yard requirement (i.e. setback) from the PDl-1 northern boundary adjacent to Entrada (PD 1-2). Town Council Action at the February 22, 2016 meetin�: At their meeting on February 22, 2016, the Town Council voted to continue the public hearing regarding PD1-1 along the eastern boundary adjacent to Granada and remove said 500 foot yard requirement (i.e. setback) from the PD1-1 northern boundary adjacent to Entrada (PD 1-2) until March 28, 2016. RECOMMENDATION At their January 4, 2016 meeting, the Planning and Zoning Commission recommended this amendment as proposed, including the restaration of the 500 ft. setback. Staff recommends retaining the 500 foot yard requirement for the portion of PD 1-1 adjacent to Granada, PD 1-3. The amendment will also remove the 500 foot yard requirement for the portion of PD 1-1 adjacent to Entrada, PD 1-2, which will fall under the general 100 foot setback provision. Additional staff recommendations will be discussed at the meeting. ATTACHMENTS None �y,...-....�L � � � a,� � �`� r' ;. r t `�� estlake Town Council � �� � �'�w-....�,r'"��- TYPE OF ACTION Regular Meeting - Action Item Monday, March 28, 2016 ToP[c: Conduct a Public Hearing and Consideration of a Planned Development Zoning District (PD) Site Plan for the Planned Development District 2 (PD 2) commonly referred to as the Fidelity Office Campus, generally located south of State Highway 114, west of Davis Boulevard, and north of Dove Road. STAFF CONTACT: Eddie Edwards, Director of Planning and Development Joel Enders, Management Intern Strate�ic Alignment Vision, Value, Mission Perspective Strate�ic Theme & Results Outcome Obiective Mission: Westlake is a unique community blending preservation of our natural environment and Hi�h Quality Planning,Design& Development-Wc arc a desirable viewscapcs,while serving Citizen, Student& �,ell planned,high-quality Preserve Desirability our residents and businesess Stakeholder &Quality of Life with superior municipal and community that is distinguished by academic services that are exemplary design standards. accessible, efficient,cost- effective, &transparent. Strategic Initiative Outside the Scope of Tdentified Strategic Tnitiatives Time Line - Start Date: March 28, 2016 Completion Date: March 28, 2016 Funding Amount: 00.00 Status - � Not Funded Source - N/A EXECUTIVE SUMMARY (TNCLUDING APPLICABLE ORGANIZATIONAL HISTORY) The subject PD Site Plan has been submitted in order to obtain approval of signs that are of a type not included in Ordinance 302, which created the PD 2 Planning District, or in the Sign chapter of the Code of Ordinances. Article I, Section 7.B.9 of Ordinance 302 gives the Town the authority to approve PD Site Plans that vary from the development standards of the PD Ordinance or other ordinances, rules, or regulations of the Town that apply to development Page 1 of 8 within the PD District, as an alternative to going to the Board of Adjustment or other variance procedure. The Planning and Zoning Commission met on March 21, 2016 and voted unanimously to recommend approval of the PD Site Plan as proposed. RECOMMENDATION Staff recommends approval of this PD Site Plan. ATTACHMENTS 1. PD Site Plan Page 2 of 8 FIDELITY CAMPUS SIGN PD SITE PLAN Westlak�e,T� P�I1�lA�Y&SECC]N6ARY LC7CA?Ed�1S � � - -��.���-- , , ! � ' ,' -k.•. ..i'ld"'f 1�lYt1011 1} � M � � � � � • � � � � :� � t � ! � r � - • �'• �� r�� �` + � � � ! • ' �. '�, r./ � � .�,'4' 1,�,�� �'. / '����� , ,r "��' � Pri r-iarY,C]�ticm 2J � '� � ,�,/�'.. ,, � . � � �„�s��✓ �- - - -�";_ � , .� '�,� �, � ',�I �': �g" �� - -- +�,. _ �� �`�- ��p' ; ' �,. S�ca^dsry m ,,�., �� �"r, � �� ��_ . . ;.�� . � :n ��_ FIQETY �S:I-if'����I[l!f.S;��:RFyIS!;)NSiPRC7�=i�!'SS�AG�'118,27;5 Gensler Page 3 of 8 SLL&AITT,AL GAiEWAY SIGN _ -� '.. _. _"'.._.__ _ �: � �� �, �.,�,� k ... �� .�� - �h�.•_ y1 ..sf � �/'._-. � 'I+v. �. R��. W x' �r � � I _.e 5�p,'L .� � . �". .�����..`p � �'��. �'��,��'._"r" ��vl +V �... _ .t . � � . r � � .� � i �_ - �� . . . _ _1 . '_..- _ V �S 4 � ."'"'" - �{ , � ' 1`.�y WC�S��.'�'�2�,� +"�+� . s� t ' � � � : ��� � - � +�'A� ��� � l Y`;4'."`�4s""rAlS • 6 -0 ! � c��� r �� �', P � � � �� L..— y,�+{'_ � S ��WY 74��"���V rl �d� 4�.�� ���.� � . ..4 �' .4... . - �_`,�. - . .- - .� ._, � • . �^.s--r -�-T,`.' ��''' --F.Yl'� t`'..�`zi 1-" ... ...: ,`� i+rfi�a�� -.:.: - ,.,� .. i . � � .. . , � �'�' '��,� �"t 'Hz . . ``„�;', _ .�w .i:?,. .,'�+'i.. . ,..ti... ..._. . . r��,�;:;;'��rs� Page 4 of 8 � . ,: -� ' , � _ �+ '� '�'';�` .� � _ - ��..� �::�.�7�. �`:.�.��ee�r+w .... _ � -��'� r '�� � _ � �F�� �: c- J. 5 � ,., °' :.�� .,ak`g 3..'yv:'...� Journey (C�riginal Preferred �Jption} Influenced by the Fidelity campaign"Turn Here"�eeabulary,the signage form emerges from and interactswith thesurrounding landscape ta revel the Fidelity logo.Flexible from site-to-sits,each�urve is bold but purposeful- suggesting direction,guidance and momentum. M, � � _ 3 ``� ti� � � � � + Inspiration ti ;- ., ���' '� .n. . .�,... y��+:��.; � '�".r'°_� � �_ , :zR-_._. . Fers p=�tive�;�Vest IakE'r hh aterials A ,�ye� � e ��;,�"y A'� � �r :i��±L�l' E ..�,.�v� � 'dier�F,:Frc•rrt View B:Side Flan Gensler NOVEMBER02,2015 ��� Page 5 of 8 G►4TEWAY SIGhI PLAN VIEW _—--�r l _ �-. --=-�` —��Ag _ — --� i� �ti �, �� Y�� �` ',, + '; ',I \ t � �� I 1 li 1 -_-_ _ _ __"_—__. ` � '��' �IV_..nLn �T I ——- I'• {� It L CL'[c�i[—xs �i�' _ - _ �I . -�. � _,._ ,\�. ��I �� � `. _..- I I ' :t ` __ — `{�Y�1:IN1_IH.�.Y.INf.tAi.IIF�.s 1 Y -- 1�ti ,.�� �.q�i-r�:,cr��a.�:-i�=_i:.: `,� ir-e" . . j�� �1 � �'- - %`, l �' � 1 _ � f 1 ;. ' 1._-_ 1 � l I � \ � =� I \ \ �i � - - -. .___ _ ,+- _a o�`1� � � - �1 _. _. _ . _ ._. ._ ...._.... . i� �X_'-- _-��,,� 1 - -- ------- ---------- ' k- ,` � 1 --� , � `�`�.. , FIDELlTY �.:_�v.�r SI�M1;,.,r.���.er;s..ci... Gensle�r s SIGIV ViEWS R��A�APPR�ACH �� ��k� -- __ — ��.'�------- -- ---- :, -- ~-------;=-- v��s �'� _ r_`l� � V-- - - -�} i �'�t � -_l '' fr� �_�`..-.-----�". fj r - _— _ I/ . ���_.� -_ _ ':�_:,-- . . r � -- r'� `-� �� i' !� � ;' r' f ';�i� � � f' �� � � � �� ���' -- �A:9 \ �'1 ��_ ��.� ��'��� �� � - - _ __ - - - �-_--- - - - -- _- -- - _=,`�,� �, _�-- VI-_W}. '.•'ElA�B FIDELITY _-..-cWn"r SI�P;''J.,P:L;•.7'r:5.2C1E Gensler .. Page 6 of 8 Inspiration Imasges �., � .. � � + "�� '�?�'�ti � ' � ; ' � �'�,:�^��. ��'� .:,,;.. . .:'-.Y!t'_ . ':J Journey :�-;�r,t,_;.. l'. ;; - �; . — _+� - - . . � .... ._�.'.om=?e��neFa�n --------- ------------- � �� - �.,� - - � � J � Gensler NOVEMBER02,2�15 �`,g,F►�r���fy Page 7 of 8 GATE1NAlf SIGN ELEVATICN M1W-U"- > + — —___ - �� .I �i. ,',1 , � ,' ,� . .:__ . .... ...- ! '..�. P .. ,�_' ' ... __ f';L S I-�I Y-G:A L=.AS i 1Ji�rM1=T RI��F:J+°ek.4 iG-I-RCiJv.3:�0 JK L PwL.R'Jv H-E LE C LL r,•}p,;.k P..:S _�C��hENPEC iG�=CL_�7W TH�ARC ANG�.AC�il 12'TC11S'OUT AS CETE7hAINcD 3V yrypCKU�=S. f1a-1-i_?�Li��-L'+=s=EE-��F_C-_CR P,:��iL^���p.1.�i..P,:=��sf-%TLi:CS SF,•.1T'P.�.'L. ��:G�=�P.T-IEPLTl1P.f;l-C�:F'�.T-I-C�I�I--`IC==f,C.--I_2c'�c.�.__lJ�.i[r'. - FI6ELITY ::...........� ... . �:........_ GCIISIBr Approximate Dimensions — � ��of,i,'���Iff�r��'�,;, � ��' z5' `�'';'�;ti�l�ti1ti.11_lil�;i�� � z' ,�/ ,, � �,��,i-F1� ��, � �r>,`�. �_ , �t - ,�' za' �, �__ �= `�, 1 ��� � iz� i Plan V�ier; T � - + '� -��� � �---_-_-_--� - - - - Eleoa[ion ila@I15�CE NUVEMBER02,2015 ' ���� Page 8 of 8 TOWN OF WESTLAKE ORDINANCE NO. 775 AN ORDINANCE OF THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS, APPROVING A PLANNED DISTRICT (PD) SITE PLAN FOR THE PLANNED DEVELOPMENT DISTRICT #2 (PD 2), ESTABLISHED BY ORDINANCE 306 FOR THE PROPERTY GENERALLY LOCATED ON THE SOUTH SIDE OF HWY 114, WEST OF DAVIS BOULEVARD, AND NORTH OF DOVE ROAD, AND COMMONLY KNOWN AS THE FIDELITY OFFICE CAMPUS, PROVIDING AN EFFECTIVE DATE; PROVIDING A PENALTY CLAUSE; AND PROVIDING FOR A SAVINGS CLAUSE. WHEREAS, the Town of Westlake, Texas is a general law municipality; and WHEREAS, the Town Council of the Town of Westlake finds it necessary for the public health, safety and welfare that development occur in a controlled and orderly manner; and WHEREAS, there is located within the corporate limits of the Town of Westlake an approximately 309.305 acre tract of land known as the PD 2 zoning district bounded by Dove Road to the south, FM 1938 "Davis Blvd."to the east, and SH 114 to the north, (Exhibit A) on which an Office Campus Development is partially completed; and WHEREAS,because of the size, location, and natural features of the Planning Area PD 2 and the Town's need for public infrastructure, amenities, and services, the Town has a critical interest in the development of Planning Area 2 and is encouraging such development to the highest possible standards of quality consistent with the Town's long-term development vision; and WHEREAS,because of improvements to FM 1938 (Davis Blvd.), further urban growth throughout the region, and other changed conditions that affect the region, the Town believes there are unique and significant opportunities for new development within the Planning Area PD 2 that will be consistent with the Town's long-term development vision; and WHEREAS, following provision of proper legal notice, a public hearing was held on March 21, 2016 by the Planning and Zoning Commission (Commission) whereby the Commission recommended to the Town Council approval of a PD Site Plan as described in attached Exhibit B; and WHEREAS, the Council believes that the interests of the Town, the present and future residents and citizens of the Town, and developers of land within the Town, are best served by adopting this Ordinance, which the Council has determined to be consistent with the 2015 Comprehensive Plan and its Land Use Map, Thoroughfare Plan, and Open Space Plan, all as amended to date; and Ordinance 775 Page 1 of 14 WHEREAS, upon the recommendation of the Planning and Zoning Commission, the Town Council of the Town of Westlake, Texas, is of the opinion that it is in the best interests of the Town and its citizens that this PD Site Plan (Exhibit B) should be approved and adopted. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS: SECTION L• That all matters stated in the preamble are found to be true and correct and are incorporated herein as if copied in their entirety. SECTION 2: That the Town Council of the Town of Westlake, Texas does hereby approve the PD Site Plan shown as attached Exhibit B located in PD 2 which is an approximate 309.305 acre tract located on the south side of Hwy 114, west side of Davis Boulevard, and north of Dove Road, as reflected in Exhibit A, also attached hereta This PD Site Plan shown on attached Exhibit B is approved. SECTION 3: It is hereby declared to be the intention of the Town Council of the Town of Westlake, Texas, that sections, paragraphs, clauses and phrases of this Ordinance are severable, and if any phrase, clause, sentence,paragraph ar section of this Ordinance shall be declared legally invalid or unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such legal invalidity ar unconstitutionality shall not affect any of the remaining phrases, clauses, sentences, paragraphs or sections of this Ordinance since the same would have been enacted by the Town Council of the Town of Westlake without the incorporation in this Ordinance of any such legally invalid or unconstitutional,phrase, sentence, paragraph or section. SECTION 4: That this Ordinance shall be cumulative of all other Town Ordinances and all other provisions of other Ordinances adopted by the Town which are inconsistent with the terms or provisions of this Ordinance are hereby repealed. SECTION 5: Any person violating any of the provisions of this ordinance shall be deemed guilty of a misdemeanor offense and upon conviction thereof shall be fined in a sum not to exceed Two Thousand Dollars ($2,000.00) for each separate offense. A separate offense shall be deemed committed upon each day, or part of a day, during which a violation occurs or continues. Ordinance 775 Page 2 of 14 SECTION 6: This ordinance shall take effect immediately from and after its passage as the law in such case provides. PASSED AND APPROVED ON THIS 28t" DAY OF MARCH 2O16. Laura Wheat, Mayor ATTEST: Kelly Edwards, Town Secretary Thomas E. Brymer, Town Manager APPROVED AS TO FORM: L. Stanton Lowry, Town Attorney Ordinance 775 Page 3 of 14 EXHIBITS EXHIBIT A Legal Description of PD 2 District EXHIBIT B PD Site Plan for PD 2 —monument sign. Ordinance 775 Page 4 of 14 Exhibit A LEGAL DESCRIPTION 309.305 ACRE TRACT BEING A TRACT OF LAND SITUATED IN THE CHARLES MEDLIN SURVEY, ABSTRACT NUMBER 823( DENTON COUNTY), ABSTRACT NUMBER 1084( TARRANT COUNTY), THE MEMUCAN HUNT SURVEY, ABSTRACT NUMBER 756(TARRANT COUNTY) AND THE J. BACON SURVEY, ABSTRACT NUMBER 2026 (TARRANT COUNTY), TOWN OF WESTLAKE, DENTON AND TARRANT COUNTIES, TEXAS AND BEING ALL OF THE TRACT OF LAND CONVEYED TO HILLWOOD/ 1088, LTD., RECORDED IN VOLUME 12260, PAGE 1948 OF DEED RECORDS, TARRANT COUNTY, TEXAS, ALL OF THAT TRACT OF LAND CONVEYED TO SCOTT BRADLEY AND WIFE KELLY PACE BRADLEY, RECORDED IN VOLUME 6395, PAGE 67 OF DEED RECORDS AND BEING A PORTION OF THAT TRACT OF LAND CONVEYED TO HILLWOOD/WILLOW BEND, LTD., RECORDED IN VOLUME 11316, PAGE 2235 OF DEED RECORDS, TARRANT COUNTY, TEXAS AND UNDER COUNTY CLERK'S NUMBER 93-R0075228 OF REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A RAILROAD SPIKE, FOUND AT THE INTERSECTION OF THE APPROXIMATE CENTERLINE OF PRECINCT LINE ROAD (A VARIABLE WIDTH RIGHT-OF-WAY) AND THE CENTERLINE OF ROANOKE-DOVE ROAD (A CALLED 50 FOOT RIGHT-OF-WAY); THENCE WITH THE APPROXIMATE CENTERLINE OF ROANOKE- DOVE ROAD THE FOLLOWING BEARINGS AND DISTANCES S 89° 50'03"W, 1942.81 FEET; N 86° 34'S2"W, 550. 83 FEET; N 82028'16"W, 252.07 FEET; S 65° 50' 11" W, 562.77 FEET; S 71° 04'02"W, 198.77 FEET; THENCE N 11° 01' 26"W, 589. 37 FEET, DEPARTING SAID APPROXIMATE CENTERLINE; THENCE N 00° 2655"W, 573. 79 FEET; THENCE N 17° 09' 12" E, 1518. 12 FEET; THENCE N 09007'25"W, 892. 93 FEET, TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LE FT; THENCE WITH SAID NON-TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF 1369. 14 FEET, THROUGH A CENTRAL ANGLE OF 58° 52' 17", HAVING A RADIUS OF 1332.50 FEET, THE LONG CHORD OF WHICH BEARS N 49 012' 42"E, 1309. 71 FEET; THENCE N 19° 46' 33" E, 318.45 FEET TO THE SOUTHERLY RIGHT-OF-WAY OF STATE HIGHWAY 114 (A VARIABLE WIDTH RIGHT-OF-WAY); CAB Job No. 981498010 S# CRT July 9, 1998 J:\JOB\98149801\SUR\WP\LEG\OVERALL.WPD Page 1 of 2 s THENCE WITH SAID SOUTHERLY RIGHT-OF-WAY THE FOLLOWING COURSES AND DISTANCES N 70° 39'43" E, 64.29 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT; WITH SAID NON-TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF 443.43 FEET, Ordinance 775 Page 5 of 14 THROUGH A CENTRAL ANGLE OF 04° 25'08", HAVING A RADIUS OF 5749.58 FEET, THE LONG CHORD OF WHICH BEARS S 72 008'30" E, 443.32 FEET; S 63° 32' 03" E, 238.74 FEET; N 84° 41' 23"E, 154.28 FEET; S 76 041' 49"E, 119.54 FEET; S 45°55'45"E, 116.36 FEET; S 75° 22' 11" E, 296.05 FEET; N 69 029'26" E, 98.90 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT; WITH SAID NON-TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF 204.65 FEET, THROUGH A CENTRAL ANGLE OF 02 003' 13", HAVING A RADIUS OF 5709.58 FEET, THE LONG CHORD OF WHICH BEARS S 72° 10'21" E, 204.64 FEET; S 71-03-31" E, 736.07 FEET, TO THE NORTHEAST CORNER OF SAID HILLWOODMILLOW BEND TRACT, IN THE APPROXIMATE CENTERLINE OF AFOREMENTIONED PRECINCT LINE ROAD; THENCE S 00° 30'00" E, 1386.00 FEET; THENCE S 23° 5544"W, 87.29 FEET; THENCE N 89° 19'34"W, 164.44 FEET; THENCE S 06° 48' 13"W, 137.96 FEET; THENCE S 89 043'41" E, 50.00 FEET; THENCE S 00° 16' 19"W, 2147.22 FEET TO THE POINT OF BEGINNING AND CONTAINING 13, 473,328 SQUARE FEET OR 309.305 ACRES OF LAND MORE OR LESS. LEGAL DESCRIPTION 309.305 ACRE TRACT BEING A TRACT OF LAND SITUATED IN THE CHARLES MEDLIN SURVEY, ABSTRACT NUMBER 823( DENTON COUNTY), ABSTRACT NUMBER 1084( TARRANT COUNTY), THE MEMUCAN HUNT SURVEY, ABSTRACT NUMBER 756(TARRANT COUNTY) AND THE J. BACON SURVEY, ABSTRACT NUMBER 2026 (TARRANT COUNTY), TOWN OF WESTLAKE, DENTON AND TARRANT COUNTIES, TEXAS AND BEING ALL OF THE TRACT OF LAND CONVEYED TO HILLWOOD/ 1088, LTD., RECORDED IN VOLUME 12260, PAGE 1948 OF DEED RECORDS, TARRANT COUNTY, TEXAS, ALL OF THAT TRACT OF LAND CONVEYED TO SCOTT BRADLEY AND WIFE KELLY PACE BRADLEY, RECORDED IN VOLUME 6395, PAGE 67 OF DEED RECORDS AND BEING A PORTION OF THAT TRACT OF LAND CONVEYED TO HILLWOOD/WILLOW BEND, LTD., RECORDED IN VOLUME 11316, PAGE 2235 OF DEED RECORDS, TARRANT COUNTY, TEXAS AND UNDER COUNTY CLERK'S NUMBER 93-R0075228 OF REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A RAILROAD SPIKE, FOUND AT THE INTERSECTION OF THE APPROXIMATE CENTERLINE OF PRECINCT LINE ROAD (A VARIABLE WIDTH RIGHT-OF-WAY) AND THE CENTERLINE OF ROANOKE-DOVE ROAD (A CALLED 50 FOOT RIGHT-OF-WAY); THENCE WITH THE APPROXIMATE CENTERLINE OF ROANOKE- DOVE ROAD THE FOLLOWING BEARINGS AND DISTANCES S 89° 50'03"W, 1942.81 FEET; N 86° 34'S2"W, 550. 83 FEET; N 82028'16"W, 252.07 FEET; Ordinance 775 Page 6 of 14 S 65° 50' 11" W, 562.77 FEET; S 71° 04'02"W, 198.77 FEET; THENCE N 11° 01' 26"W, 589. 37 FEET, DEPARTING SAID APPROXIMATE CENTERLINE; THENCE N 00° 2655"W, 573. 79 FEET; THENCE N 17° 09' 12" E, 1518. 12 FEET; THENCE N 09007'25"W, 892. 93 FEET, TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT; THENCE WITH SAID NON-TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF 1369. 14 FEET, THROUGH A CENTRAL ANGLE OF 58° 52' 17", HAVING A RADIUS OF 1332.50 FEET, THE LONG CHORD OF WHICH BEARS N 49 012' 42"E, 1309. 71 FEET; THENCE N 19° 46' 33" E, 318.45 FEET TO THE SOUTHERLY RIGHT-OF-WAY OF STATE HIGHWAY 114 (A VARIABLE WIDTH RIGHT-OF-WAY); CAB Job No. 981498010 S# CRT July 9, 1998 J:\JOB\98149801\SUR\WP\LEG\OVERALL.WPD Page 1 of 2 s THENCE WITH SAID SOUTHERLY RIGHT-OF-WAY THE FOLLOWING COURSES AND DISTANCES N 70° 39'43" E, 64.29 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT; WITH SAID NON-TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF 443.43 FEET, THROUGH A CENTRAL ANGLE OF 04° 25'08", HAVING A RADIUS OF 5749.58 FEET, THE LONG CHORD OF WHICH BEARS S 72 008'30" E, 443.32 FEET; S 63° 32' 03" E, 238.74 FEET; N 84° 41' 23"E, 154.28 FEET; S 76 041' 49"E, 119.54 FEET; S 45°55'45"E, 116.36 FEET; S 75° 22' 11" E, 296.05 FEET; N 69 029'26" E, 98.90 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT; WITH SAID NON-TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF 204.65 FEET, THROUGH A CENTRAL ANGLE OF 02 003' 13", HAVING A RADIUS OF 5709.58 FEET, THE LONG CHORD OF WHICH BEARS S 72° 10'21" E, 204.64 FEET; S 71-03-31" E, 736.07 FEET, TO THE NORTHEAST CORNER OF SAID HILLWOODMILLOW BEND TRACT, IN THE APPROXIMATE CENTERLINE OF AFOREMENTIONED PRECINCT LINE ROAD; THENCE S 00° 30'00" E, 1386.00 FEET; THENCE S 23° 5544"W, 87.29 FEET; THENCE N 89° 19'34"W, 164.44 FEET; THENCE S 06° 48' 13"W, 137.96 FEET; THENCE S 89 043'41" E, 50.00 FEET; THENCE S 00° 16' 19"W, 2147.22 FEET TO THE POINT OF BEGINNING AND CONTAINING 13, 473,328 SQUARE FEET OR 309.305 ACRES OF LAND MORE OR LESS. Ordinance 775 Page 7 of 14 EXHIBIT B FIDELITY CAMPUS SIGN PD SITE PLAN We�tlake,T� PRIh+iARV&SE�t)NDAR'!LC�CA'EJUS �� •- - -.� . _ -' �- •.. � i;,.�r��ry(�ption].1 � � � f • � � � \ •♦ « 1f �' - • �/ � � ! , +=f.' ♦ ���� ...�'.��. r � �� �; r� � - _. ♦ - „�s ;� �' � �i. ` • i� • i �_ ' � , � � �,,. . . �� v: ,,:,•, �, ���=j , �+� � ,�" I'ri Mary{[7y�tic,n 2) � �l �F� � - .� . � '�` f ��� �' � r` �, r,Y� 'F�.:1 .�", � ��•� � ��,� + s�a�dn�y � �\��� �� � � k�� k -��.'�•.i!'ll',�I[,.:.i.l�..,.�.;.,.,,. FI6ETY �S("I��f:.L�StI[�fS:CNR-"rIS:�;7P:S:PNpt.'.7F55�Ap�'1.1�.'SI;S �a!'F75�E1' Ordinance 775 Page 8 of 14 suer.cirn� ca�ewnr s�cN -. .. . .. . 15sc�15.31Y _ r - �l .a'. 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Y - �� � • - -,=� �:,-f� ,�,; � • , +" S��th5. � `a�el..p-,��-�:7..'a':,;.� Journey �Jriginal Pref�rred C7�tic�n) Influenced by the Fidelity campaign"Tuen Here"vacabulary,the signage form emerges frcm and interactswith thesurrounding landscape to revel the Fidelir}logo.Flexible from site-to-site,ea€h curve is bold but purpc�seful- suggesting directian,guidance and momentum. :� � � � - `C . . � ���.. _ � 1 i = Ir�spirati�•n -.. .�- '. .. ,.F - . ; - ���+ �` ..., ar. , ��.������:n���' ,i ``y�^��-� -�� � _ - �.�....�__ � _ -__�, Fers PcCil'JE C'i J ESt lake? �A aterials A ,�ye�� ''l-�C f I' +,�;z-f� B S��1A� � Vi�vG.:Frerrt View B:Side Plan Gensler NOVEMBERp2,2015 �� Ordinance 775 Page 10 of 14 GATEWAY SIGN PLAN VIE+N -=`- `� _ -��_ —_�AF. _ ,� ; ,.� 'r �` t � ' `1 � ''r � ;' i. � _ - ---- � ,,, ���w,..�k �, �) i� ��' I � Ir.nC-C-'"�C—is � _ ..�. ..._ .._ ,�1 Il _- -" I � . .. .. .. .. . � '- �=t �eiNrviw..riunn.uw. 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N�a�� .. > _ -�!, � ,z":. � � ' s i.� ; , . , ,,� . ... , � � ' ; i: ,, �k�� . :; .._, .., i i,�::=:: Journey ;��-,,�.t�-�-� 1' _ � _ i1 - - _ ± .:;; , _�:: .... ��z,v'•cm .c�nrl;:•n _ —--—_ '_�_.._ _— '\ ----_ __' � `� —__- \ _ _. \ _ ___ �� .a� _� 1 i ';:,� �..:,... �_ . ..:-..:..�. . .:-.:..��_ Gensler NDV�M3ERO�,�ais �'}fidel►ty Ordinance 775 Page 12 of 14 GATE1NAl�'51GN ELEVATICN M1,W-G' ♦ �_ _ _ q' K �` ,, �. .^.I�.l. 1 I § i' 4 .'�_�L_CC C��<-TE N STEEL'Vf'TH 1'TH_STAI'?J'aE55 ST�=EL LETTERS N10��N TE 6 TD TH«F.4�F FL��SF�IV-G'nA�=,A5Yh1HYETKIC�F�RWA'nC-iH�.RQ'W,300�K L�:�NEA2WH[TE LE�L4M F:�4 R=S =E�MENiEC TO=�L�_O'V91HE ARC AND P.AC=_"il 12"iC]16'OUT AS C ETE.�Ju9141ED 3� �,§OCKU�. f-:7.:-FI_P.�LI.�HL'±__=EC i OF_E"'EF P�G:LC�O A lc'?.oC�:JF=k:TiJ:ES�nYT�F�."EC. :�.f.C�=CP,i-IE PF iL1P.P...I-C�:K.?.T-I-E<I:=1--ilC:=Af;:=-1_=c'S6,__UN,E_r.. FIaELITY �P.-E\ki:rSl�F: -:�.Pi�_4P.'r2i.2C1E Gensler Ordinance 775 Page 13 of 14 A,pprrrximate Dimensians � i z' 2�. �'`,'';�k� �/,; , �� ���/� � 2" �,;, d , .__ ,,. ,��A�'�- -. �� , -----``. t = 2q� �=: ': ft 1 � �� F �. ` I 2• I P lan V�i er; T - ��� � - ;�, , - �.., EI�•;a[ion Gensl�r N04'EMBEfi 02,2�15 kf @�► Ordinance 775 Page 14 of 14 .?'��.�+w.,,�'S. # � � h��^ '. � � °�� �' estlake Town Council �� }� `',�,,-�...�-'�r TYPE OF ACTION Regular Meeting - Action Item Monday, March 28, 2016 ToPlc: Conduct a Public Hearing and Consideration of a Specific Use Permit (SUP) to allow an amphitheater and entertainment venue that seats more than 300 people for the property generally located on the south side of State Highway 114, east of Davis Boulevard, and north of Solana Boulevard, commonly known as Westlake Entrada. STAFF CONTACT: Eddie Edwards, Director of Planning and Development Joel Enders, Management Intern Strategic Alignment Vision, Value, Mission Perspective Strategic Theme & Results Outcome Ob'ective High Quality Planning,Design& Planned/Responsible Citizen, Student& Development-We are a desirable preserve Desirability Development Stakeholder Well planned,high-quality &Quality of Life community that is distinguished by exemplary design standards. Strategic Initiative Outside the Scope of Tdentified Strategic Tnitiatives Time Line - Start Date: March 21, 2016 Completion Date: March 28, 2016 Funding Amount: Status - � Not Funded Source -N/A EXECUTIVE SUMMARY (INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) Ordinance 703, the ordinance that regulates certain aspects of development, construction, and the use of properties within the Westlake Entrada development, allows for an amphitheater that seats less than 300 as a use by right. However, the ordinance requires that a Specific Use Permit (SUP)be approved for an amphitheater that eXceeds 300 seats, and limits amphitheater capacity to a maximum of 3,000 seats. The applicant is requesting the ability to host up to 3,000 guests at amphitheater events. Page 1 of 2 Zoning ordinances typically provide for two types of uses—uses by right and uses subject to conditional or special approvaL The latter are considered allowable and perhaps even desirable, but the use is not granted automatically(or entitled) like a use by right. A Specific Use Permit is the mechanism by which special or conditional approval is granted, and requires additional public hearings and scrutiny. Municipalities use Specific Use Permits to mitigate the side-effects or unintended consequences that may accompany certain uses. For example, a micro-brewery might be perceived as an ideal use for a particular commercial district, but its location and/ar hours of operation may prove disruptive to nearby property owners. An SUP requirement allows the municipality to condition or deny such use so as to avoid any negative effects. Approval of an SUP is subject to the discretion of Town Staff and ultimately the governing body. In order to safeguard the welfare of adjacent property owners and the general public, the Town Council may establish conditions of operation, location, arrangement, and construction of any authorized Specific Use. The Council shall not grant an SUP for a particular use except upon a finding that the use will: a. Complement or be compatible with the surrounding uses and community facilities; b. Contribute to, enhance or promote the welfare of the area affected by the SUP and adjacent properties; c. Not be detrimental to the public health, safety or general welfare; and d. Conform in all other respects to all applicable zoning regulations and standards. RECOMMENDAT[ON Staff recommends approval of this Specific Use Permit subject to the following conditions: For any event held in the Amphitheater that is anticipated to have greater than 300 guests or attendees, the Amphitheater operator must demonstrate to the Town that adequate provision have been made to accommodate anticipated needs for: a. Parking. This may involve shared parking agreements with neighboring property owners. b. Traffic Control. Possibly including a traffic impact analysis that may require updating from time to time as conditions within and around the development change. c. Security and any other emergency service personnel deemed necessary. d. Noise. Compliance with Town ordinances regarding sound levels and hours of operation. e. Any other concerns that the Town may have based on the type of show, the anticipated meteorological conditions, other events occurring at the same time, or past experiences. f. Pre-event submittal shall be provided for each event demonstrating adequate provisions to accommodate the above conditions (a—e) The pre-event submittal may be administratively approved by the Town Manager or his designee, subject to appeal to the Town Council. ATTACHMENTS l. Specific Use Permit Application 2. Corresponding Ordinance for Approval Page 2 of 2 r;�_�_,�� APPLICATION FOR SPEGFIC USE PERMIT ar �r Town of Westlake " 3 Village Circte #202 ' Westlake Tx 76262 ?� ) TeL• (817) 430-0941 ` Fax (817) 430•1812 ��.., + r% www.westlake-tx.org Email:townhall�u westlake-tx.org W% � .� � Case Number: Submittal Date: I[ 4—J . ... . .... . .... _ . Fee: y� � }IU� Received By: Siie Gradi�g Permit#: Date Issued: � - . . . .. � Lot Number. � Block Number: C Subdivision: Westlake Entrada Acreage: 2.107 Property Address: 64 Tarragona Drive General Locaiion: NE Comer of Araeon and Tarraeona ._ . . ...._ ._._.._ .. .. . . .. _. . _._ _._ . Survey ot Property: Atlach a current 5urvey plat delineating ihe subject pmpeAy or a metes and bounds description and survey it land is currently unplatted. • � . . ApplicanYs Name: Mike Beaty . Address 18R0_YallexYie�Lana,Suite 300 . . . Ciry,State,Zip: Farmer's Branch,TX 75234 Email Address: mike(a�mooreland.com Phone# : 214-287-9009 Fax# : ...� Driver'sLicense#: �g092157 Expires� 10/IS/2016 • . Owner's Name: Ntaguire Partners-Solana Land,L.P. Address: 1800 Valley View Lane,Sui[e 300 City, State,Zip: Farmer's 8ranch,TX 75234 Email Address: mehrdad@centurionamerican.com Phone tk : 469-892-7200 Fax#: Driver's License#: Expires: � - - - Present Zoning: pDl-2 Requested SUP for: Amphitheater Reason tor Request: Amphitheater exceeds 300 seats. . . . �- - To what formation do you inlend to drill? W hat depth? � W hat casing size? What horsepower pump will be used:? Pagn 1 Aqali-a/knhr5/cehkUmPomid 11AJ7/eTMG .%�`"`""�; APPLICATION FOR SPEGFIC USE PERMIT ��4 -- � Town of Westlake * 3 Village Circle 1/202 " Westlake Tx 76262 ' . r` Tel: (817) 430-0941 * Fax (817) 430-1812 ���,✓i Email:townhall@westlake-tx.org � - . . � � - I hereby authorize the person designated below, to act in the capacity as my agent for the application, processing and the representation of this request. The designated agent shall be the principal contact person with the Town of Westlake (and vice versa) in processing and responding to requirements, information requests or other issues retative to this request. PROPER7Y OWNER Printed Name : Maguire/�Solana I,anA, .P. Signature: Dated: Z rJ� � • u 2 • � p APPLlCANT Printed Name : Mikz aty, Signeture: —� Dated: �y„( G' `�'L �(�—__— _._ ._-. DES/GNATED AGENT Printed Name W il�liam/-�J�niivl' - _._ .. . .. .. . .._ Signature:'fyjt� . � Dated: .2�$, m�(o __ Address: 2595 Dallas Parkway,Suite 204. ______ . City,State,Zip�.. Frisco,TX 75034 Email Address�. wjanney@browngay.com Phone#; 972-464-4835 Fax q: Driver's License#: 18481338 Expires: 11/03/2020 Pe.9e1 Ma4a4nhrSF�'�'!/�FeimAllhJJ/ZG1Gb' TOWN OF WESTLAKE ORDINANCE NO. 776 AN ORDINANCE OF THE TOWN OF WESTLAKE APPROVING A SPECIFIC USE PERMIT TO ALLOW AN AMPHITHEATER WITH AN OCCUPANCY OF GRATER THAN (300) THREE-HUNDRED, BUT NOT GREATER THAN (3,000), TO BE CONSTRUCTED AT 64 TARRAGONA WITHIN THE WESTLAKE ENTRADA DEVELOPMENT IN THE PD 1 ZOIVING DISTRICT, PLANNING AREA 2, (PD 1-2). PROVIDING A PENALTY; PROV�DING A CUMULATIVE CLAUSE; PROVIDING A SEVERABILITY CLAUSE; PROVIDING A SAVINGS CLAUSE; AUTHORIZING PUBL�CATION; AND ESTABLISHING AN EFFECTIVE DATE. WHEREAS,the Town of Westlake, Texas is a general law Town; and WHEREAS, the Town Council of the Town of Westlake has determined that this request is in conformance with the approved Concept Plan and approved PD Site Plan to allow, under certain conditions, events with greater than (300) expected attendance to be held at the amphitheater to be located at 64 Taxragona within the PD 1-2 zoning district; and WHEREAS, upon the recommendation of the Planning and Zoning Commission the Town Council of the Town of Westlake, Texas, has determined that it is in the best interests of the town and its citizens,that the Special Use Permit should be approved and adopted. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS: SECTION 1: That all matters stated in the preamble are found to be true and correct and are incorporated herein as if copied in their entirery. SECTION 2. That the Specific Use Permit for occupancy of greater than 300 but not to exceed 3,000 occupancy is approved with the following conditions: 1. Far any event held in the Amphitheater that is anticipated to have greater than 300 people, the Amphitheater operator must provide a pre-event submittal for each event for over 300 people that demonstrates to the Town that adequate provisions have been made to accommodate anticipated needs for: a. ap rkin� (which may involve shared parking agreements with neighboring properry owners); b. traffic control (which may include a traffic impact analysis, to be updated as needed or for each event); c. securitv (including a plan setting out how many emergency service personnel will be needed); d. noise (requiring compliance with Town ardinances in regard to sound levels and hours of operation); e. meetin� the requirements of the mass gatherin� ordinance (including insurance and indemnity); and f. any other concerns in re ar� d to public health, safety or welfare, (which could include type of show, for example, shows with pyrotechnics will require greater protections, or meteorological conditions, or multiple events occurring simultaneously). Ordinance 776 Page 1 of 2 2. The pre-event submittal may be administratively approved by the Town Manager or designee, subject to appeal to Town Council for denial. SECTION 3: That this Ordinance shall be cumulative of all other Town Ordinances and all other provisions of other Ordinances adopted by the Town which are inconsistent with the terms or provisions of this Ordinance are hereby repealed. SECTION 4: That any person, firm or corporation violating any of the provisions or terms of this ordinance shall be subject to the same penalty as provided for in the Code of Ordinances of the Town of Westlake, and upon conviction shall be punishable by a fine not to exceed the sum of Two Thousand Dollars ($2,000.00) for each offense. Each day that a violation is permitted to exist shall constitute a separate offense. SECTION 5: It is hereby declared to be the intention of the Town Council of the Town of Westlake, Texas, that sections, paragraphs, clauses and phrases of this Ordinance are severable, and if any phrase, clause, sentence, paragraph or section of this Ordinance shall be declared legally invalid or unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such legal invalidity or unconstitutionaliry shall not affect any of the remaining phrases, clauses, sentences, paragraphs or sections of this Ordinance since the same would have been enacted by the Town Council of the Town of Westlake without the incorporation in this Ordinance of any such legally invalid or unconstitutional,phrase, sentence,paragraph or section. SECTION 6: This ordinance shall take effect immediately from and after its passage as the law in such case provides. PASSED AND APPROVED ON THIS 28th DAY OF MARCH 2O16. ATTEST: Laura Wheat,Mayor Kelly Edwards, Town Secretary Thomas E. Brymer, Town Manager APPROVED AS TO FORM: L. Stanton Lowry, Town Attorney Ordinance 776 Page 2 of 2 �y,...-....�L � � � a,� � �`� r' ;. r t `�� estlake Town Council � �� � �'�w-....�,r'"��- TYPE OF ACTION Regular Meeting - Action Item Monday, March 28, 2016 ToP�c: Conduct a Public Hearing and Consider an Ordinance Approving a Planned Development Zoning District (PD) Site Plan for an approximately 1.9-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 commonly referred to as the Westlake Entrada Amphitheater site, to be located near Tarragona Drive. STAFF CoN'rACT: Eddie Edwards, Director of Planning and Development Joel Enders, Management Intern Strate�ic Alignment Vision, Value, Mission Perspective Strategic Theme & Results Outcome Ob'ective Mission: WestlakE is a unique community blending preservation of our natural environment and High Quality Planning,Design& Development-We are a desirable viewscapes,while serving Citizen, Student& Well planned,high-quality preserve Desirability our residents and businesess Stakeholder &Quality of Life with superior municipal and community that is distinguished by academic services that are exemplary design standards. accessible, efficient,cost- cffcctive, &transparcnt. Strategic Initiative Outsidc tl�c Scope of IdcnYificd Stratcgic Initiativcs Time Line- Start Date: March 21, 2016 Completion Date: March 28, 2016 Funding Amount: 00.00 Status - � Not Funded Source -N/A EXECUTIVE SUMMARY (INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) The subject PD Site Plan is generally located in the northern portion of the 85-acre Entrada development, east of the inactive gas well pad site and north of the water feature (see attached site map). The Amphitheater includes four buildings totaling over 20,000 square feet and a 2,968 Page 1 of 4 square foot stage area. The facility is designed to host up to 3,000, with 299 fixed seats and a 2,700-person casual seating area. The Site Plan follows Entrada's overall design theme which strives to capture the architecture, livability, scale, and essential visual qualities of the Spanish- Catalonian village archetype. A PD Site Plan is required as a condition of the Planned Development zoning for this property. The PD Site Plan approval process gives the Planning and Zoning Commission, as well as the Town Council, the ability to approve ar deny a plan based on quantitative criteria as well as the qualitative criteria contained within the PD zoning for this property. The PD 1-2 zoning ordinance gives the Developer a great deal of latitude with regards to lot layout and design and encourages the Developer to be creative and build a unique development. It also gives the Town opportunities to verify that the proposed development will reflect what was presented by the Developer during the zoning change application process and agreed to by all when the zoning (Ord. 703) and subsequent Development Plan (Ord. 720) were originally approved. Staff and our consulting architect have spent many hours reviewing this site plan and related elevations against a comprehensive set of criteria described in the attached Staff Report. RECOMMENDATION Staff recommends approval of this PD Site Plan subject to the conditions provided in the attached Staff Report. The Planning and Zoning Commission recommended approval of this PD Site Plan subject to the conditions provided in the attached Staff Report (3/2 U 16). ATTACHMENTS 1. Existing PD Location Map and PD Site Plan Vicinity Map 2. Staff Report 3. Entrada Development Plan 4. Entrada Majar Public Art Locations with Comments 5. Corresponding Ordinance for Approval 6. 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The area shown on this PD Site Plan is commonly referred to as the Westlake Entrada Amphitheater site, to be located near Tarragona Drive. CASE INFORMATION Development Name: Westlake Entrada Location: The subject area is generally located in the northern portion of the 85-acre Entrada development, east of the inactive gas well pad site and north of the water feature (see attached site map). Owner: Maguire Partners-Solana Land, LP (Mehrdad Moayedi, Centurion American) Applicant: Michael Beaty, Entrada Project Manager Developer: Centurion American Development Group Site Size: 1.9 acres, shown as part of Block B on the Entrada Final Plat. Approved Use(s): The subject PD Site plan shows Amphitheater use, which is permitted under Entrada's zoning as set out in Ordinance 703. An amphitheater that seats less than 300 is permitted by right, whereas an Amphitheater that exceeds 300 seats requires a Specific Use Permit, and maximum Amphitheater capacity is limited to 3,000 seats. The developer has submitted a Specific Use Permit application to run concurrently with this PD Site Plan application, and is requesting the ability to host up to 3,000 guests at amphitheater events. Summary: The Westlake Entrada Amphitheater is designed and situated to draw visitors into the heart of the development, where the pedestrian-friendly environment and unique architectural features encourage interaction with restaurants, shops, and stores, offering a compelling alternative to existing retail-commercial districts such as Southlake Town Square. The Amphitheater includes four buildings totaling over 20,000 square feet and a 2,968 square foot stage area. The facility is designed to host up to 3,000, with 299 fixed seats and a 2,700-person casual seating area. The Site Plan follows Entrada's overall design theme which strives to capture the architecture, livability, scale, and essential visual qualities of the Spanish-Catalonian village archetype. The purposes of a PD Site Plan are to ensure that the development of individual building lots, parcels, or tracts within the Planned Development Zoning District or Planning Area are consistent with the approved Concept Plan and Development Plan, and to ensure that the standards applicable within the Planned Development Zoning District and/or Planning Area are met for each such lot, parcel or tract. The following sections detail the requirements that must be considered when evaluating this PD Site Plan, the architectural challenges associated with this submittal, and staff recommendations. Note that the individual lots shown on this PD Site Plan are proposed, not existing, and must be reflected on an approved amended Final Plat prior to the issuance of any building permits for vertical construction. I. ZONING RELATED REQUIREMENTS APPLICABLE TO THIS PD SITE PLAN Ordinance 703, which established the zoning requirements and development regulations for the PD1-2 Planning Area, applies to this site plan. The restaurant uses shown on the PD Site Plan are permitted by right under this district's zoning as shown on the Land Use Schedule included in Ordinance 703. This ordinance also imposes certain requirements on building materials, roofing materials, and the pace of development of residential to commercial structures. Included in the zoning regulations which govern development in this Planning Area are: ■ Development Standards for Planning Area 2, PD1-2 (Art. III, Ord. 703) ■ Design Guidelines for Planning Area 2, PD1-2 (Exhibit "4", Ord. 703) ■ Roadway Design Standards for Planning Area 2, PD1-2 (Exhibit "5", Ord. 703) ■ Concept Plan for Planning Area 2, PD1-2 (Exhibit "2", Ord. 703) In addition, at the time of the adoption of Ordinance No. 703 setting the zoning for PD1-2, the following Staff recommendations were adopted by Council that apply to this Site Plan: ■ Dedication of water and sewer easements for public lines. All on-site and off-site water and sewer improvements necessary to serve the development are the developer's responsibility. ■ A detailed landscape plan and parking plan must be submitted with the Site Plans. ■ Sidewalks and trails internal to the site will need to connect by access points to sidewalks, trails, or pubic rights-of-way on the perimeter of the site as well as to sidewalks or trails on adjacent tracts. II. RELATION OF PD SITE PLAN TO APPROVED ENTRADA DEVELOPMENT PLAN The Town required the Developer to prepare a more detailed instrument, known as a Development Plan, for the entire 85-acre Entrada tract prior to any PD Site Plan submittals. PD Site Plans must comport with the approved Development Plan (unless the Development Plan is amended with Town approval). In effect the Development Plan becomes a master site plan, meaning that all the site plans for all portions of the site must fit within the template created by the Development Plan, with allowance for minor changes in configuration if said changes are considered beneficial by Town staff and consulting architects. The Development Plan for Entrada, as recommended by the Planning & Zoning Commission and adopted by the Council in Ordinance 720, has several attached conditions for approval. Relevant to the subject PD Site Plan are the following additional conditions: Page2of7 ■ All site plans submitted subsequent to approval of this Development Plan shall comport to all the design standards and guidelines as set out Ordinance No. 703. ■ A Lighting Plan must be submitted for this Development Plan that meets the requirements of the Section 14 of the zoning ordinance for this site (Ordinance No. 703) as well as Chapter 102 of the Town's Code of Ordinances. This plan should emphasize use of bollard lights along trails, plazas, and gathering areas. It should also emphasize shielded low intensity down lighting for parking lots and intersections. (Note: Lighting Plan approved by Town Council on 12/14/15) ■ A Master Landscape Plan for all common areas, right-of-ways, public and private open spaces, and Town Edge Landscape zones must be submitted along with the next Site Plan and before any buildings permits are issued, other than the Site Plan and building permit for the Sales Office. (Note: Master Landscape Plan approved by Town Council 12/14/15) III. RESIDENTIAL TO NON-RESIDENTIAL DEVELOPMENT RATIOS Ordinance 703 established ratios of residential to non-residential construction to prevent uneven development and ensure that residential uses are not prioritized over retail, office, or other uses. The pace of residential development within PD 1-2 is as follows: ■ First Year of Active Development: Developer is entitled to ten (10) residential units initially. After the initial ten (10) units, Developer is entitled to units eleven (11) through (30) after 45,000 non-residential air conditioned square footage is permitted. "First year of active development" is defined as beginning on the date of the issuance of the first vertical building permit for PD Planning Area 2 (PD 1 -2). ■ Second year of active development shall not exceed an additional sixty (60) residential units. Third year of active development shall not exceed and additional eighty (80) residential units. Year four of active development and subsequent will be based upon the 1500:1 ratio. From Residential Unit 31 forward, Developer must demonstrate to the Westlake Building Official that the 45,000 air-conditioned square feet of non-residential building space is substantially completed, and that for Residential Unit 31 forward, Developer must also demonstrate to the Westlake Building Official that a ratio of 1,500 sq. ft. of non-residential use building space has been permitted for each additional Residential Unit permitted. ■ Developer is to maintain a database illustrating conformance to this requirement to the Westlake Building Official and include an up-to-date report with each new Residential Unit building permit application. Non-residential use buildings must be substantially outwardly completed within six-months of being included in the 1500:1 ratio, which is 1500 square feet of non-residential to each Residential Unit calculations. The following table lists non-residential buildings and their associated square footage approved via the PD Site Plan process for the Entrada development to date, plus the buildings and square footage included in the subject PD Site Plan: Page 3 of 7 Building Use SF CVS Retail 12,900 . . . • 1 1 Primrose Institutional 12,070 . . . � � Starbucks Restaurant 1,900 Sales Center Office 3,300 Retail 1 Restaurant 1,300 Office/Retai I Office 7,328 Office/Retail Retail 17,320 � . � . . . Restaurants West Restaurant 14,951 Restaurant Center Restaurant 5,020 Restaurants Easat Restaurant 7,380 • . . . West Building Retail 22,215 North Building Office 15,215 . � . . - � Stage Building Entertainment 8,328 Ticketing Building Entertainment 4,231 Concessions Building Entertainment 3,456 Upper Mezzanine Entertainment 4,362 � . . . � Grand Total 141,276 Including the proposed Restaurant Row, Gas Pad Area, and Amphitheater square footage, up to 30 residential units may be permitted this calendar year, assuming at least 45,000 square feet of non-residential, air conditioned space is permitted within the year (i.e. construction drawings are approved and a building permit is issued). An additional 60 units may be permitted next year assuming that 135,000 square feet of non-residential, air conditioned space is permitted within the year and the Developer can demonstrate that 45,000 square feet of non-residential building space is substantially completed. Note that in addition to meeting residential to non-residential ratio requirements, all residential units must go through the PD Site Plan process and permitting process before construction can begin. The developer currently has two residential PD Site Plans in the pre-submittal stage and one in the review stage, each Site Plan containing six houses. IV. ARCHITECTURAL REQUIREMENTS & CHALLENGES SPECIFIC TO THIS PD SITE PLAN The Town is provided strong aesthetic/architectural controls via design guidelines in the zoning regulations that apply specifically to this Planning Area. The guidelines go into great detail, covering architectural requirements, construction methods, aesthetics, and allowed/prohibited materials for everything from window sills to retaining walls to exterior door hardware. These design guidelines are the most powerFul tool that the Town has to ensure that the Entrada development is built to the high standards discussed, represented, and agreed to by the Page4of7 Developer during the zoning process. The Town receives this control while providing the Developer zoning entitlements (i.e. uses) that grant the Developer great latitude and flexibility in permitted and special uses, as well as dimensional setbacks and no building FAR (floor to area ratio) density requirements. The Amphitheater shares many of the same design challenges as the Retail Corner and Restaurant Row structures. Most important among them are: 1. Maintaining small masses: In order to create the Catalonian Archetype, it is essential to break up large buildings into smaller dominant and subordinate masses with discrete roof lines. 2. Accommodation of grade: The Amphitheater is located on a relatively hilly site, which presented a unique opportunity to create smaller building masses that relate to the grade. This gives the project a more organic form. 3. Integration of stage: A contemporary performance stage is completely formed by electronic and special effects considerations. Therefore, integrating something that will not be "Catalonian" in the historic sense with a larger composition was a challenge. The solution necessitated creating bracketing structures that support the stage cover. In this way, the stage is no different than a loggia. The final rendition of a PD Site Plan submittal is the result of a review and revision process that includes several steps: 1. Town staff, consulting architects and engineers receive, review, and comment on the first submittal. Comments identify the ways in which the submitted design falls short of the Catalonian Archetype and provide recommendations for improvement. 2. Town consulting architect meets with Merriman Associates Architects, who are leading the design process from the developer side, to review the comments provided by Town and sketch ways in which these comments can be reasonably addressed. 3. Merriman provides a revised PD Site Plan incorporating staff recommended changes. Town staff and consultants review and provide additional comments. 4. Merriman makes final revisions and submits to Town for review. At this stage any remaining comments should be easily addressed and minor in nature. 5. The final PD Site Plan Submittal is delivered to the Town for inclusion in Planning and Zoning Commission and Town Council agenda packets. As this process is repeated, it is anticipated that the design review process should get progressively more efficient as Merriman gains a greater appreciation of what the Town is looking to create and built structures begin to serve as reference points. While PD Site Plans are an important element of the design and quality control process, they are not a final approval for construction. Note that: 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. Page5of7 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. V. PARKING Required parking for the Amphitheater is provided via shared parking arrangements with the adjacent property owner to the southeast (Corelogic) and the proposed 428 stall parking garage immediately west of the site. Note that Tarragona Drive is not intended to handle special event traffic loads. It is anticipated that the street will be closed to vehicular traffic before, during, and after Amphitheater events. Staff is requesting the developer install removable bollards at the intersection of Tarragona Drive and Aragon Drive for this purpose. Staff plans to bring a special events ordinance before the council in the coming months that will authorize the closure of Tarragona Drive for special events and potentially on weekends (Friday through Sunday during the evening). The area east of Aragon Drive and the area east of Girona Drive south of the Restaurant Row site will effectively become a pedestrian-only zone during peak visiting hours, which the developer and staff feel will enhance the Catalonian-Spanish village feel and encourage spending at local establishments. Further, this pedestrian friendly atmosphere will offer a unique alternative to Southlake Town Center and other competing districts. A Certificate of Occupancy will not be issued for any building shown on this PD Site Plan prior to the availability of adequate parking (surFace, structured parking, shared parking agreements, or some combination thereof). This requirement is included in the staff recommendations listed below. VI. PUBLIC ART The approved Development Plan does not show any public art opportunities on the Amphitheater site. However, the development team has identified a potential public art opportunity area at the front plaza, across from the Restaurant Row site (see attached site map). The Town's consulting architect and developer staff continue to consider a number of areas and styles of public art that will enhance the built environment. Public art areas will be developed according to the development plan and the attached Major Public Art Location Map. VII. SIGNS & WAYFINDING Wayfinding and monument signs are not shown on this PD Site Plan, but will be approved separately as part of a comprehensive sign package currently under review by Town staff and consultants. VIII. STAFF RECOMMENDATION Staff recommends approval of the Westlake Entrada Amphitheater PD Site Plan subject to 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). Page6of7 2. All the 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 in Ordinance 703 and Ordinance 760. 4. Town Staff will review and approve a materials sample palette that shall be presented at the time building plans are submitted for review and said materials must comport to elevations as presented to the Staff and the Planning & Zoning Commission. 5. Landscaping and planters shown on PD Site Plan drawings submitted by the Developer's master architect, Merriman and Associates, be of substantial size, as shown on said drawings, including six (6) inch caliber Italian Cypress in the planters. 6. Solid waste collection area(s) will reflect a "shepherd's hut" type architecture and will be approved by Staff at the time of building permit application. 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 amended Final Plat prior to the issuance of any building permits for vertical construction. 8. A Certificate of Occupancy shall not be issued for any building shown on this PD Site Plan prior to the availability of adequate parking (surFace, structured parking, shared parking agreements, or some combination thereof). 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P.RT.GT. / R=6/ 00� e= +�' vn�wim ruws I L=Y 200' S DD•32'S5'6 ' LC= 4S'35'S' ° IGB.SS� IN ITEft M�RENEW AND�IS NOT INTENDED FOR 20f• CONS7RUC710N,BIDDING, IXt PERMIT PURPOSES. �• � � � ( ROBER�T JOHN DOLLAK17JR., I i .60� P.E./B6B98 IR=f�PB.DO� DA7E 10/23/2013 J - � � L-29. � -N Ib•Pf 39' I � 29.46' Drown B. JLl �ote: 10 11 013 Scale: 1=00 �� Rehsions: � I I 12139R QWNER/DEVELOPER MAGUIRE PAR7NERS-SOLANA LAND.LP. 1221 N I-95E.3UfTE 200 CMROLLTOI�1 TEXAS Pn use)esza2oo DPi Faz (169)892-7202 CaMectJACK DAWSON -i . �� �� • 7�' ` a 'I �j� 4'' � t ' '� '� �, "� ..* '� � .�. � � ,111 `� e�__ � / •r y � � +, � "�� � - `'�,�'-.. .4 �� i� � �'.,��Yi��rs .. y� ; � _ ''`�`� ' . ►'";-`�'�-- • �. . ,: } =�; " , ` . , rd x - ` �b!� � �►f �. . '/+ti',• � w ''^--_�w,,,,'t � �'�' �° ° � � , � �*�'•�• 4 , �.� - 4 �1:� i � �'` - .:�_�� �.y . �,��� ���+� � � � . 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'�.� •- _�*�.�, f�MA�• ..� �� �- �4 . ��� .d � �� � �E � � ���� �r ��� POTENTIAL PUBLIC ART LOCATIONS • • � ��---� �' E. l�i�is would be better placed as ti �_'��•;,t'r,,l+ � ; , . • �► � 1 ,:�; ,,� , ,,,�• � - part of the Amphitheater fare- � , �� This piece seems rer�ote. It � ��laza. �iere people at the theater �. See ccer�,����nt ;t,r C" i},i� �' r. " �' rnay be appropriate if thework is -�,. ' �.� vr restaurant ean more intima'tely • fun�tions like a developmer�t sign ,� ' parta�uCarly suited to the uses in ,; � .� experience tF�e work tfiis location. and will be r�isually contrasted � . � '•�.. with the CV5 signage. Mo+re tv 1 �,; `�- , , __ here ' . ��E � � ! ,: •, -- �.t, •��• - � _ ,; � ,' ---I� ��`.� 1 ' � ,` � '�'"1"� �!� ;�+ . ,E,�� { �I y f r - �� 1,1 �,� t;i ��^ �� ;���' x - wi~ _Y �� ,y {� �}��r ` . <_ i � • Z � � �" _ �� , \;� �r � 4 � ' '' {` ��� � �y�" . h � i y` �� �� . ` �o��`�,� �"' � .y '0 � ' - �: + �► :.�' �, ���` i � '{•+ '� I • �`�?�,:ti ~ � a. According to the Art ' +'• ���'� I �ransect,this should be arz '� , . � - C, Public Art implies that the vbewer ! � �'c�rier�tationJs�ab-Area e�ssociatian'" �, — has an interactian with the artw+ork as �� :�rark. This care be several iyp�es of �.qccordir�g to the public F�rt , they rnake use nf tF�e public domain. :�rork however;at�o�sject - � ``t'- •�nsect,this should be a "Focal � Unaike A or B a wark in this location is �C,� re,�resentateonal or abstract piece ��Pfinitian"wark. Such a work can k�e a "drGve by�riece"offering no real =hould be used.[7rie�Eatican �,�j��t regresentation�l,objeet interaction potera#ial�nd as suCh is �..� �`ecessitates t�at there is a =:�straci, mechanecal,pr a fountain ., � � � nvt feally Pu�[ic Art. �t f�nctiens as a ,�r.+`• �ecvgnixable aspect to the work �fater work.This could ad�o be an more of a sign than an artr�vark.It T�.� =J�:ocia�ed with the Incation, "I�t�r�ctiv�'" �ipcp. kvould be best for this pie�ce to be: . ` +,� � � �'� 1. In the street(m�dian}rrvhizh ,3t 1" {" •; , � ,. '. � _ ` � ,"�, , y • � requires t#�e driver ta drive _ +►.,�M__ ,��_ _ _� �._�� • around it. 2. In the water where it becomes part vf the waier experience. 3. Alpng a irail o�in a pu'bfi� gafhering area. TOWN OF WESTLAKE ORDINANCE NO. 777 AN ORDINANCE OF THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS, APPROVING A PLANNED DEVELOPMENT DISTRICT (PD) SITE PLAN FOR A PORTION OF PLANNED DEVELOPMENT DISTRICT 1, PLANNING AREA 2 (PD1-2), ESTABLISHED BY ORDINANCE 703 FOR THE PROPERTY GENERALLY LOCATED ON THE SOUTH SIDE OF HWY 114, EAST OF DAVIS BOULEVARD, AND NORTH OF SOLANA BOULEVARD, COMMONLY KNOWN AS WESTLAKE ENTRADA. PROVIDING AN EFFECTIVE DATE; PROVIDING A PENALTY CLAUSE; AND PROVIDING FOR A SAVINGS CLAUSE. WHEREAS, the Town of Westlake, Texas is a general law municipality; and WHEREAS, the Town Council of the Town of Westlake finds it necessary for the public health, safety and welfare that development occur in a controlled and orderly manner; and WHEREAS, there is located within the corporate limits of the Town of Westlake an approximately 85.9-acre tract of land known as Planning Area 1-2 (PD 1-2), bounded by Solana Boulevard to the south, FM 1938 "Davis Blvd."to the west, and State Highwayll4 to the north, (Exhibit A), on which a mixed use development is underway; and WHEREAS, because of the size, location, and natural features of Planning Area 1-2 and the Town's need for public infrastructure, amenities, and services, the Town has a critical interest in the development of Planning Area 1-2 and is encouraging such development to the highest possible standards of quality consistent with the Town's long-term development vision; and WHEREAS,because of improvements to FM 1938 (Davis Blvd.), further urban growth throughout the region, and other changed conditions that affect the region, the Town believes there are unique and significant opportunities for new and unique mixed-use development within Planning Area 1-2 that will be consistent with the Town's long-term development vision; and WHEREAS, the Planning & Zoning Commission held a public hearing upon the application of developer Centurion American to amend the Comprehensive Plan to establish PD 1-2 and approve zoning for PD 1-2 on April 15, 2013, as well as the Town Council held a public hearing on this same application on April 22, 2013 after written notice of such hearing having been sent to owners of real property being within 200 feet of the property and notice being published in a newspaper of general circulation in the Town and posted in accordance with the Texas Open Meetings Act, all in accordance with law; and subsequently adopted Ordinance 703 establishing zoning regulations far PD1-2, now commonly known as Westlake Entrada; and Ordinance 777 Page 1 of 8 WHEREAS, following provision of proper legal notice, including written notice to owners within 200 feet of the subject property,published notice and posted notice in accordance with the Texas Open Meetings Act of public hearing, a public hearing was held on March 21, 2016, by the Planning and Zoning Commission (Commission) whereby the Commission recommended to the Town Council approval of the PD Site Plan depicted in attached Exhibit B subject to certain specific conditions; and WHEREAS, following provision of proper legal notice, including written notice to owners within 200 feet of the subject property, published notice and posted notice in accardance with the Texas Open Meetings Act of public hearing, a public hearing was held on March 28, 2016, by the Town Council; and WHEREAS, the Council believes that the interests of the Town, the present and future residents and citizens of the Town, and developers of land within the Town, are best served by adopting this Ordinance, which the Council has determined to be consistent with the 2015 Comprehensive Plan and its Land Use Map, Thoroughfare Plan, and Open Space Plan, all as amended to date; and WHEREAS, upon the recommendation of the Planning and Zoning Commission and after a public hearing, the Town Council of the Town of Westlake, Texas, is of the opinion that it is in the best interests of the Town and its citizens that this PD Site Plan, depicted in Exhibit B, should be approved and adopted. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS: SECTION 1:That all matters stated in the preamble are found to be true and correct and are incorporated herein as if copied in their entirety. SECTION 2: That the Town Council of the Town of Westlake, Texas does hereby approve the PD Site Plan shown as attached Exhibit B and located in PD 1-2 which is an approximately 85-acre tract located south of Hwy 114, east of Davis Boulevard, and north of Solana Boulevard, as reflected in Exhibit A, also attached hereto. The PD Site Plan shown on attached Exhibit B is approved subject to the following conditions: a) Fulfillment of all zoning requirements for this PD1-2 district set out in Ordinance 703 in addition to the conditions accepted by the Town Council at the time of zoning approval (Apri122, 2013). b) All the Development Plan conditions for approval established in Ordinance 720 (adopted October 28, 2013) apply to this PD Site Plan. c) All building elevations shown on this PD Site Plan include the requirement that structures meet all aspects of the Entrada Design Guidelines established in Ordinance 703 and Ordinance 760. Ordinance 777 Page 2 of 8 d) Town Staff will review and approve a materials sample palette that shall be presented at the time for building plans review for a building permit and said materials must comport to elevations as presented to the Staff and the Town Council. e) Landscaping and planters used around the CVS building per drawings submitted by the Developer's master architect, Merriman and Associates, shall be of substantial size, as shown on said drawings, including six (6) inch caliper Italian Cypress in the planters. fj Solid waste collection area(s) will reflect a "shepherd's hut"type architecture and will be approved by Staff at the time of building permit application. g) 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 far 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 amended Final Plat prior to the issuance of any building permits for vertical construction. h) A Certificate of Occupancy shall not be issued for any building shown on this PD Site Plan prior to the availability of adequate parking (surface, structured parlcing, shared parking agreements, or some combination thereo�. SECTION 3: It is hereby declared to be the intention of the Town Council of the Town of Westlake, Texas, that sections, paragraphs, clauses and phrases of this Ordinance are severable, and if any phrase, clause, sentence,paragraph or section of this Ordinance shall be declared legally invalid or unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such legal invalidity ar unconstitutionality shall not affect any of the remaining phrases, clauses, sentences,paragraphs or sections of this Ordinance since the same would have been enacted by the Town Council of the Town of Westlake without the incorporation in this Ordinance of any such legally invalid or unconstitutional,phrase, sentence, paragraph or section. SECTION 4: That this Ordinance shall be cumulative of all other Town Ordinances and all other provisions of other Ordinances adopted by the Town which are inconsistent with the terms or provisions of this Ordinance are hereby repealed. Ordinance 777 Page 3 of 8 SECTION 5: Any person violating any of the provisions of this ordinance shall be deemed guilty of a misdemeanor offense and upon conviction thereof shall be fined in a sum not to exceed Two Thousand Dollars ($2,000.00) for each separate offense. A separate offense shall be deemed committed upon each day, or part of a day, during which a violation occurs or continues. SECTION 6: This ordinance shall take effect immediately from and after its passage as the law in such case provides. PASSED AND APPROVED ON THIS 28th DAY OF MARCH 2O16. ATTEST: Laura Wheat, Mayor Kelly Edwards, Town Secretary Thomas E. Brymer, Town Manager APPROVED AS TO FORM: L. Stanton Lowry, Town Attorney Ordinance 777 Page 4 of 8 EXHIBITS EXHIBIT A Legal Description of PD1-2 District EXHIBIT B Entrada Amphitheater PD Site Plan Ordinance 777 Page 5 of 8 Exhibit A LEGAL DESCRIPTION Le�al Description of PD1-2 District 85.9 Acres BEING a tract of land situated in the C.M. Throop Survey, Abstract No. 1510, the W. Medlin Survey, Abstract No. 1958, the William Pea Survey, Abstract No. 1246 and the Joseph Henry Survey, Abstract No. 742, Tarrant County, Texas and being a portion of Tract 2 as described in the Special Warranty Deed to MAGUIRE PARTNERS — SOLANA LAND, L.P. as recorded in Volume 16858, Page 176 of the Deed Records of Tarrant County, Texas and being more particularly described as follows: BEGINNING at a 5/8 inch iron rod found with "Huitt-Zollars" cap at the southwest corner of Lot 2, Block 1, Westlalce/Southlake Park Addition No. 1, an addition to the Town of Westlake, Texas as recorded in Volume 388-214, Page 78 of the Plat Records of Tarrant County, Texas, being on the northeasterly right-of-way line of Kirkwood Boulevard, a variable width right-of-way as dedicated by said Westlake/Southlake Park Addition No. 1 and being the beginning of a non- tangent curve to the left having a central angle of 9 degrees 13 minutes 11 seconds, a radius of 1428.00 feet and being subtended by a chord which bears North 47 degrees 49 minutes 50 seconds West a distance of 229.54 feet; THENCE along the northeasterly right-of-way line of Kirkwood Boulevard, a variable with right-of-way, as described in Dedication Deed to the Town of Westlake as recorded under instrument No. D208427746, Deed Records of Tarrant County, Texas the following: Along said curve to the left an arc distance of 229.79 feet to a '/z inch rod found with Graham cap at the end of said curve; North 52 degrees 30 minutes 14 seconds west a distance of 32.60 feet to '/z inch iron rod found with Graham cup beginning of a curve to the right having a central angle of 18 degrees 54 minutes 48 seconds, a radius of 612.00 feet and being subtended by a chord which bears North 43 degrees 02 minutes 03 seconds West a distance of 201.11 feet; Along said curve to the right an arc distance of 202.02 feet to a '/Z inch iron rod found with Graham cap at the beginning of a compound curve to the right having a central angle of 24 degrees 06 minutes 47 seconds, a radius of 812.00 feet and being subtended by a chord which bears North 21 degrees 32 minutes 03 seconds West a distance of 339.22 feet; Along said curve to the right an arc distance of 341.73 feet to a %z inch iron rod found with Graham cap at the end of a said curve; North 09 degrees 28 minutes 39 seconds West a distance of 132.24 feet to a �/z inch iron rod found with Graham cap at the beginning of a curve to the left having a centra] angle of 45 degrees 43 minutes 19 seconds, a radius of 708.00 feet and being subtended by a chord which Ordinance 777 Page 6 of 8 bears North 32 degrees 20 minutes 19 seconds West a distance of 550.11 feet; Along said curve to the left an arc distance of 564.98 feet to a '/z inch iron rod found with Graham cap at the end of said curve; North 55 degrees ll minutes 58 seconds West a distance of 190.50 feet to a 1/2 inch iron rod found with Graham cap; North 08 degrees 56 minutes 27 seconds West a distance off 21.41 feet to a '/2 inch iron rod found with Graham cap on the easterly right-of-way line of Precinct Line Road, a variable width right-of-way, as described in Dedication Deed to Town of Westlake as recorded under Instrument No. D208427746, Deed Records of Tarrant County, Texas and being the beginning of a non-tangent curve to the left having a central angle of 16 degrees 09 minutes 21 seconds, a radius of 1,432.50 feet and being subtended by a chord which bears North 27 degrees 07 minutes 42 seconds East a distance of 402.59 feet; THENCE along the easterly right-of-way line of Precinct Line Road, the following; Along said curve to the left an arc distance of 403.92 feet to a '/z inch iron rod found with Graham cap at the end of said curve; North 18 degrees 47 minutes 24 seconds East a distance of 185.36 feet to a '/2 inch iron rod found with Graham cap; North 17 degrees 03 minutes 03 seconds East a distance of 322.64 feet to a '/2 inch iron rod found on the southerly right-of-way line of State Highway 114 (a variable width ROW); THENCE along the southerly right-of-way line of State Highway 114, the following; North 60 degrees 06 minutes 26 seconds East a distance of 44.54 feet to a Texas Department of Transportation brass disk in concrete found; South 71 degrees 03 minutes 32 seconds East a distance of 254.55 feet to a point for corner from which a Texas Department of Transportation brass disk in concrete found bears North 10 degrees 48 minutes 28 seconds West a distance of 0.43 feet; South 77 degrees 26 minutes 06 seconds East a distance of 746.74 feet to a Texas Department of Transportation brass disk in concrete found; South 71 degrees 03 minutes 31 seconds East a distance of 1443.85 feet to a Texas Department of Transportation brass disk in concrete found; South 62 degrees 34 minutes 19 seconds East a distance of 404.34 feet to a Texas Department of Transportation brass disk in concrete found at the beginning of a curve to the right having a central angle of 08 degrees 19 minutes 09 seconds, a radius of 2,709.79 feet and being subtended by a chord which bears South 58 degrees 24 minutes 45 seconds East a distance of 393.11 feet; Ordinance 777 Page 7 of 8 Along said curve to the right an arc distance of 393.45 feet to a Texas Department of Transportation brass disk in concrete found; South 54 degrees 15 minutes 11 seconds East a distance of 399.24 feet to a Texas Department of Transportation brass disk in concrete found; South 64 degrees 19 minutes 50 seconds East a distance of 56.55 feet to a 5/8 inch iron rod found with "Huitt-Zollars" cap at the beginning of a non-tangent curve to the right having a central angle of 02 degrees 13 minutes 56 seconds, a radius of 2,754.79 feet and being subtended by a chord which bears South 43 degrees 17 minutes 37 seconds East a distance of 107.32 feet; Along said curve to the right n arc distance of 107.33 feet to a '/� inch rod found with "Huitt- Zollars" cap for the northeast corner of Lot 1, Block 1, of the aforementioned Westlake/Southlake Park Addition No. 1; THENCE departing the southerly right-of-way line of State Highway 114, North 90 degrees 00 minutes 00 seconds west along the north line of said Lot 1, Block 1, a distance of 2,132.54 feet to a 5/8 inch iron rod with "Carter-Burgess" cap found for the northwest corner of said Lot 2, Block 1, Westlake/Southlake Park Addition No. 1; THENCE South 52 degrees 00 minutes 00 seconds West along the northwesterly line said Lot 2, Block 1, a distance of 1000.00 feet to a 5/8 inch iron rod with"Carter & Burgess" cap found at an angle point in the west line of Lot 2, Block 1; THENCE along the west line of said Lot 2, Block 1, South 00 degrees 00 minutes 00 seconds East a distance of 168.55 feet to the POINT OF BEGINNING and containing 85.90 acres of land, more or less. Ordinance 777 Page 8 of 8 � � 0 0 � O I N � O � O Z L� U W � � � d. W C� m � W �- Q W 2 �- _ � � Q Q � Q � � Z W W Y Q J f-- � W � SHEET INDEX No. Sheet Title — C1 COVER SHEET ' C2 KEY MAP C3 SITE PLAN A1—A4 ARCHITECTURAL PLANS L1 LANDSCAPE PLAN 8c DETAILS M A R C H 2 016 C4 GENERAL NOTES C5 PAVING PLAN � C6 PROPOSED DRAINAGE AREA MAP U � C7 GRADING PLAN � � �g WATER, STORM, DUCTBANK 8c SEWER PLAN a m � N - • - �g EROSION CONTROL PLAN o TROPHY CLUB o o � � DEVELOPER: J .��°o ��� � o Z���� � CRE����G� �BOB JAMES �, CENTURION AMERICAN �s,�, Cemeltery Golf MEqO� �z Y � 3 �f��' '( J� Course � a o � 1800 VALLEY VI EW LAN E, SU I TE 300 0 SUNS�.�ppHY�'� y FAl/ay SEMINOLE 9T � � = FARMERS BRANCH, TEXAS 75234 114 ���`�9 �o°P T�p,l, �FRESHMEADO`N wa � N� � _ � s 3-G U' �u� �N�RNESS W � � Y � � �`�� � I Q al <a 2 Z J w WESTLAKE � � c� INVERNE � o �` � j �� 0 � f Y A`�.�����! 1�� � � r NI �Enginaa•�nq. :�s�,a�cpmrRt. _��:er-,,r��ar K�NG o - a �� � � � a 114 i � � � DEVELOPER: a SOLANq 0�-�° fi� / � � o The Mooreland Funds DOVE ROAD �t��Gr ��s `� Mooreland Development J �� 0 1800 VALLEY VIEW LANE, SUITE 300 = `y�F � FARMERS BRANCH, TEXAS 75234 �°°a � MERRIMAM ASSOCIATES/ARCHITECTS, INC. Brown & Gay Engineers, Inc. � TEL: 214.287.9009 ��tµ N 300 N. FIELD STREET 2595 Dallas Parkway, Suite 204 � CONTACT: MIKE BEATY DALLAS, TEXAS 75202 Frisco, TX 75034 o VICINITY MAP � (NOT TO SCALE) TEL: 214.347.7069 Tel: 972-464-4800 • www.browngay.com a +`i � CONTACT: JULIANNA TURNER TBPE Registration No. F-1046 � �,,..,�►-'�'}'*y-+�,. � -. ����' . Copyright 2016 �i � � ' r �z. °' . �� f _ ' o� �� � . _ � � — � -�� � • �' " . . � � �.1.� +� s� �, � � � ol T} � - Y ` '.' � t r�:. � � - ,� r THESE PLANS ARE ISSUED FOR � 'F . �.3� � , I � THE PURPOSE OF PRELIMINARY � '� � ,� ►� � -.;�� '`�� � � � � REVIEW AND ARE NOT INTENDED � � , � ' � . ,� f Y� "y . " FOR CONSTRUCTION. , �-Ym o � ,�C i' ':aw-�:a � ' � WHEN ISSUED IN " �-�"'� �� �'�,�� ! � � FINAL FORM THEY WILL BE o �''� � , �, : � � SEALED, SIGNED AND DATED. �-. �� �i' TOWN OF WESTLAKE - '� ' � A , ' m ;; z o � � ' I F ' �,� � RESPONSIBLE ENGINEER: t >; - BROWN & GAY ENGINEERS, INC. �� 3 VILLAGE CIRCLE $ '� � -_ ' �� '���� � TEXAS REGISTERED ENGINEERING TOWN OF WESTLAKE w � SU�TE 2�2 _ - ' r � � _ ` �x= - _- _ _ `�-�..., FIRM F-1046 z�,, , -��-'Y - -- _ _ � __ � WILLIAM R. JANNEY, P.E. C�N WESTLAKE TEXAS 76262 ,y" ; i�Y J TEXAS REGISTRATION N0. 108663 w � TEL: 817-430-0941 � - _- _ - - „�,��--- _ . - Mar�h s, 2016 APROVED �Z e' _ -� ^ t - _ _ -s-: _ `- _ � --��_`--- -- TI TLE � N � � � ` � U �o �' w� DATE �o� � m� TROPHY CLUB o o � � J � J '� �� O �� y �R� CRE�� 0� ��� c~—i BOB JAMES ��.`'� Medlin MEqO�� � ��� � � ��R�S�,S�� Cemete��y Golf r Y J �� Course � J o � SUN TR�pF1Y 2 FAl�yq SEMINOLE -� � � C'��i �P Vl�lq Y w= = o v� FF9 O �'p� cF FRESHMEADO`N ma m �' Q 114 G� ��y rN = a � � x � s�G '�� �NVERNESS W � 1� �O�� � I Q � i J Brown & Gay Engineers, Inc. WESTLAKE � � = 2595 Dallas Parkwa Suite 204 � c� INVERNE � y� ��, o Frisco, TX 75034 � Tel: 972-464-4800 • www.browngay.com TBPE Registration No. F-1046 KING Contact: Will Janney ,�/ o Tel: 972-464-4835 o �� 114 Copyright 2015 � � ��� '/ / a SOLANA � 0 r � g���c �' DOVE ROAD ni�'S, i � �'� _ � � / � `��F � �r ° � �ooa � `�`t`� a � \ STATFh�'�Y� VICINITY MAP ` ', , � ' (NOT To sca�E) �E�/ELO��ER - � , ���� ,,_ _ , , ,� ,�, � �� � -___ ENTURION AMERICAN 4 -�`� 1800 Valley View Lane, Suite 300 � J �\\\ _ �/!!.�' � � __ _._ �� � � � � �� _ � � � Farmers Branch, TX 75234 � ' _= - ANp- RR � o � Contact: Michael Beaty / O A --'�T— _ Te1: 214-287-9009 �- - - � � \� / ��, - -_ -- _ �_ _ � � �\ 1 r , '% � cb � � i Q�� � ' - � � � � ;� � ���� ,- P \ � ��� ������ ������� � srq 1��������L�,1�D �,f �.. / �oc,� 1 / �� \ �_,.�\\ `��`.t �F y',,, �nqinsar�n� . 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Y - �_ I� _ o � , — % 1 TEXAS REGISTERED ENGINEERING / 1 � FIRM F-1046 � - � % � � \~���\� / �° WILLIAM R. JANNEY, P.E. � � �� Q � • �0 � � 8 � � � � �����Foc—� � � � TEXAS REGISTRATION N0. 108663 � / � � �� Q �� � / �� � � March 10, 2016 � � a�� � Q � / ----_�y� ,� / � �' � � � � • � N ♦ � � '''' — � \ �o � i i CAUTION I I \ � � j � �� � • � , � � G[� � � �� �� Contractor to Verify exact location �, • � � o & Depth of Exist Facilitles Prior to `o % ��� � � ���� _-_� �� �� any Constructlon Activities � %� vv� , I --_ _ _ / � / � �, � � � I � — FOC�F \ \ CAUTION I I I � �� � �� � � • � I � �' � CONTACT: "I-800—DIG—TESS �, �� � `�,� ��5 / � � � � 48 HOUR� PRIOR TO CON�TRUCTION c°�� �� � ���' Q� / � �1 � � �;_,' � i � � ` ��� / ��� i � I� , o REVISIONS o w � \ I ; I � REV N0. DATE DESCRIPTION � \ \ / i� l i ! � \� \ ,� �� \ ;;; � � �, ��, �� , , � , � p� / I� � ! : � \A � ✓��� \ ;I � t \ �r � � n � r � � \ �� j � " \ ��,I;� '-� � a � ; � � . / �i LEGEND � \ � � � , � 'v� � � A� � � � DRAWN BY: � �c� � t \ / w \ ��� �\ � \ � � � � � �I BLOCK NAME CHECKED BY: � � � � \ � � , A Y \ � __ _ � o � _ 3 I \ � � \ !- i --__ ��- �G DATE: a \ � �\\ \ � o � � � ��� � j� •� � � I I 1 PROJECT NUMBER: _° � \\\ I \ � 'r 0 � �� �\ ���A� � j , � ! � �� . �, Sh eet N o. z o � o �\ � �� GRANADA �� � I I � �� I % KEY MAP w � � � \ � � w � � z~ � �� � � �N w ' \ \ � � � o�--v- � �Q � �� / � � �� � �� ��' ,, z� a � ���,� � � � ��� � � - C2 � , � � , .� � o � I _ -; , � , i �� t _ _% � r , 1 . ``'�. �\ ��'����. ��v e� i �-- I l" � � \ � � �, , , ///, mu \ TROPHY CLUB o o � � __.yA� I J ��O O �w`� _l CV �Y� � �`'�\�� M Idlin ME 0����G�� �BOB JAMES - �� � ���5�,5�� Cemet Jy c^ � Golf y ��0 Course 9 a o - a S�� �pHY 2 FAII�, SEMINOLE -� � .r °� �. TR n�oy �Q' V��GqGY Jx x o rn \� � ��4 �� G�� T��p�Y r FRESH MEADO`t� m< m N Q w ? v� a ° \ \ 1 � �G o�� IN�ERNESS a X I W �, � ��``r"m� � � Q Brown & Gay Engineers, Inc. � �,� << � WESTLAKE � � r INVERNE � 2595 Dallas Parkway, Suite 204 � � ��, o ,,� Frisco, TX 75034 \ ° � � \ \ � '` Tel: 972-464-4800 • www.browngay.com °� ° � � a \ TBPE Registration No. F-1046 � � a V � � K�NG,�, a \ \ � Contact: Will Janney a � Tel: 972-464-4835 ° C � � a � � 114 / ` Copyright 2015 a � A �, �,�� ,�� , ° �� � � Q SOLANq � f� 0 � C r \ / \ �o a � � \ <2 \ DOVE ROAD � �G C'i�S+ ° ; � A � , a (� o �yT� �° � `� \ \ x 1 � �ooa � < 1 , SANITARY SEWER EASEMENT �, a ��� a � ' \ n� WATER EASEMENT / 64.5 104.2� VICINITY MAP # � � WOMEN 22 (NOT TO SCALE) DEVELOPER / � \ ° ' ��1 ssa�_°" srow�cE � ,� CENTURION AMERICAN A� ,a / � �� _� -� 1800 Valley View Lane, Suite 300 ,� ° � � � �-����� ` �A" Farmers Branch, TX 75234 ' �� �� ���� ` coNCEssioNs Contact: Michael Beaty °��� ��� , � MEN �g Tel: 214-287-9009 �° � ' �� � 34.3' ��i`' s5a'-o�� ucHrs � , Oj 43.7 14.9 � ° , � _ _ � 71.1 0 � � _ � 658�_0��� � � MO O R E L AN D �io \ �� - � O/ O/ 29'� Enqintcrinq . peveloTn•,�nt • •::o•�•.cr.�c;�cn \ - . � � 27.5' � � \ \ f, WATER EASEMENT � a � \ � a o a , � �3 , Q Q � ° �� Horizon ta l Sca le: 1' = 2 0' Q W �g ` 4 F- 0' 20' 80' W ��/ �- , I..L ° ° \� � � Z a a � � O � ,� 10' � s5s'-o"" OVERALL LEGEND � W a � W v � z cn � a � a � � w \ �Q ', �g FH� PROPOSED FIRE HYDRANT I- � � � ~ s5s'-o� � U z a Q w Qa ,-' \ a� SSMH PROPOSED SANITARY W z W � � 8 < '�� � MANHOLE Q = Q � � � Q ° � ` /•� � ��� _ 13.5 0 PROPOSED STORM INLET U ~ � � Q N w -- s 4 s' o" 6 5 3'-0"� � r 1-r� PROPOSED STREET LIGHT w � _ �I Z Y �_ a '� �� �i a a souN� V EXISTING TRANSFORMER � � w � �/� w a nQ /� ' Q � � �/ , M � V� uJ � `�= � 8 /�, , L S P R O P O S E D L A N D S C A P E Z (n � w � 643'-On.. ,9 S ❑ 9 � � O � > �Ts ''� EXISTING STREET LIGHT � °� ; 642'-0�„ 64 SfATs � 649'-0" � j � � LL � � \ � � � � EXISTING GAS METER � ��L � Y \ 641'-0"" S � ��� 8 S£Ars \ O \ z z � �V�� � ❑ 640'-0��� � � `,;, � 52 s�yTs , Q EXISTING ELECTRIC MANHOLE w � � � � � � � U Q O n � � 46 S�rs \ o�o Q\ � EXISTING SIGN � � LINE TABLE ��� � ��o� � ��,�� 299 FIXED SEATS � �, �g,�° ��� �a 41.3 �� � s Line # Direction Length `� ° 4 � ,�o � � � EXISTING FIRE HYDRANT THESE PLANS ARE ISSUED FOR �\ # � `. � 639�-��� � s44'-o" sti��s O � THE PURPOSE OF PRELIMINARY � !�� � L1 S77° 59 00.06 E 29.26 `� 644'-�� 8, � s� sioN �, REVIEW AND ARE NOT INTENDED � ti' � FOR CONSTRUCTION. �, L2 S71° 36' 25.06"E 361.02 °�� � � � � � � '� �� � WHEN ISSUED IN � �� 639'-0° � ' ` FINAL FORM THEY WILL BE . � � L3 S71° 36' 25.06"E 157.05 � �/ � � �g'=o' 43.5 � SEALED, SIGNED AND DATED. w a , /� > sr,acE � s43'-o� � � 18.4 ��.� � L4 S18° 23' 34.94"W 2.00 � � 639'-0' �/ 39.1 _-- � �� ��� RESPONSIBLE ENGINEER: a ° � 13.7' 14c�,7' BROWN & GAY ENGINEERS, INC. a L5 S21° 17' 10.27"W 59.72 � I � �' ❑ s3s'-o" s3s'-o� i 4 M Q� i , � 639'-0" SCREENED TEXAS REGISTERED ENGINEERING Z � c� '''" � � TRANSFORMER FIRM F-1046 � L6 S36' 18' 50.61"W 53.04 ', � �❑ 21.5 � PER DESIGN WILLIAM R. JANNEY, P.E. � � `� v TEXAS REGISTRATION N0. 108663 '�' U S29' 44' 01.26"W 30.87 � � � � � � � JAN GUIDELINES March 11, 2016 � , J � 16 W r a� ��� � � + GREEN ROOM , �O� \ � 639'-0" `, RESTROOMS ABOVE � L8 S68° 20' 29.66"W 6.67 �� � , ' Z .� 31.6 � s2s'-o" aE�ow � � � ar s4s'-o" ! ! CAU TION ! ! � �� 643'-0" ABOVE % L9 S21° 39' 30.34"E 64.57 ' � 8 ' - 4•8� � � � �-� 1`l� NOTES: �_ontractor to Vei�ify eXact �ocation o ° -� �ONCESS10N5 / � 37.4� � � 5 & Depth of Exist Facilities Prior to 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS al L10 N81� 27� 2�.����W 25.16 I �, � � - ��' � `,.\ �� �r � STORAT 629'L ON' any Constructlon Activities � �' EXISTING FOR THIS PLAN SET o � c �� C2 a a d a ,- - \ OFFICE o ' / 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS CAUTION ! ! ! ` L12 N72° 12' 37.95"W 37.95 ', I / 72.8' '� � a� �, � J ° Q t ' ,-� \ �1 3� OFFICE ELECTRICAL EASEMENT OTHERWISE NOTED roNTACT: �-800-�ic-TEss � ��' s�s'-�" ° � � ° � � � � 3. ALL PARKING FOR AMPHITHEATER IS OFFSITE AND WILL BE 48 Hou�s PRioR To coNsrRucTioN � L13 N9° 28' 08.93"E 5.57 0 I n E a � �� Q a e �_�_ J � ' ___ _ e � d a � � ',/ SCREENED SHUTTLED. 20 VIP PARKING STALLS ARE IN PARKING % �`4 \ � ,s1o��„ " � . 45.3 639'-0 � � �"f� � � - � ��-- �° ° GARAGE ACROSS ARAGON ON THE GAS PAD SITE REVISIONS 4 / / � PER DESIGN 4. THERE IS NO DRIVEWAY OR PEDESTRIAN LIGHTING WITH o L14 N71° 27' 20.00"W 46.17 �� °,- � � � ° � � � -=_ �_�1 � �-a•� 36.5' � � GUIDELINES REv No. �aTE �EscRiPTioN ��` --` ! � � ����..� %! THIS SITE PLAN. ALL LIGHTING WILL BE INTERNALLY � ���� O� �� ��'d" COORDINATED � ° ---- , , � � � a a / R .5' �� L16 S58° 32' 40.00"W 24.25 ,e� \ a � � ` � _ o L19 N 1° 27' 20.00"W 28.80 ���� �' �, `� 0�� ��� � _ � � � wi��c�� � � �� L `��, � �� �'� ` � � ° 9�ao�� ,, / \ , TBM1 - ❑ Cut in median nose located N 700 feet southeast of intersection of Davis � L21 N21° 27' 20.00"W 112.26 '�;`\ a � a , ° � a a ' � "���-�,.��2� �-�-5 Blvd. and Dove Road. Elev. 668.96 aC \ , / --� , a 8� , ) C \ � 4 4 �� \ �� � v ... ! -�.��...���.�,,,�,,, � J � � % L23 N31° 27' 20.00"W 21.29 �� , C3 i ° � � ° a � f R30 � �,ti,\ �% a � �, �,C,1 ; ; TBM2 - "❑'� Cut in median nose at intersection of Davis Blvd. and Bull Way. � , „ � , , ==f� ^ ' ' � Elev. 679.58 �i L25 N 1 1° 27 20.00 W 17J 1 ° � ° d ''� �-_--- �, \ 1��\ L 10 6 a ,� � y DRAWN BY: �'i �'`���� , a ' � � � Q a �� a �a�TBM3 - "❑'� Cut in median nose at intersection of Davis Blvd. and Bear Way. O ��� � �" �� ° �� �� � CURVE TABLE �� � � � _ Elev. 683.26 wl \ � _, Q � „ �� CHECKED BY: �, ��,� / � c � ` �,TBM4 - ❑ Cut in median nose located N600 feet east of intersection of Davis Blvd. � !s ,,,,; : ,,, ° Curve Len th Radius Delta Chord Bearin Chord Len th `��' a --/ �a° ° � a a , !'' and Dove Road. Elev. 648.47 � � 9 9 9 ��, ,� ' � � �, �arE: � \ < � � o C1 23.13 132.50 10.00 N76° 27' 20"W 23.10 � . , ° � � ° a ��,. ' J -�` i � C2 150.53 172.50 50.00 S83' 32' 40"W 145.80 ��4 � �,� / �J ' � a �� -' ` � WEST�AKE ENTRADA PROJECT NUMBER: ` ' ° e ° � a , o \\ � � : ° � '�, 1 �.. �' �.�_ J ° � .' �m C3 42.05 25.03 96.26 N73° 14' 57"W 37.28 VO� . ________ P g ' ------- S h e e t N o. � P. R.T.C.T. �� C4 33.96 82.50 23.59 N13° 14' 58"W 33.72 � DEVELOPER OWNER SURVEYOR/ENGINEER SITE PLAN �� w � C5 41.02 1 17.50 20.00 N 11° 27' 20"W 40.81 �'N C6 20.51 117.50 �o.00 N26° 27' 2o"W 20.48 CENTURION AMERICAN MAGUIRE PARTNERS - Brown & Gay Engineers, Inc. REQUIREDPARKING w i � 500 West 7th St., Suite 1800, Fort Worth, TX 76102 BLDG Use SEATS Parkin Re uired }o , „ 1800 Valley View Lane, Suite 300 SOLANA LAND L.P. � � g p Q Q C7 28.80 82.50 20.00 N21° 27 20 W 28.65 � Tel: 817-887-6130 • www.browngay.com Framers Branch, Texas 75234 AMPHITHEATER Amphitheater 3000 1000 �� 9 Village Circle, Suite 500 TBPE Registration No. F-1046 �� z� C8 74.31 64.00 66.53 N44° 43' 10"W 70.21 Contact: Michael Beaty Roanoke, Texas 76262 Copyright 2015 To tal Require d: 1 0 0 0 ��° Te�ephone: (214)-287-9009 �� mo / . . `f f�✓� � b Y � m 'y Y l � i � ry �i:i� `i i / ��� !, ,,r. . . . - I. � o r • `h � , � � � i 'Y �� � � � � � i y �� l ;Y ti.�� � �� �` . . ry o � } y y �' � , �}� � � � � I � i �'f-y y .� Y .� rS � �.•�' h �- . � . � i r��,i :'� � � y'_t � . I` ���� � ; � _ ''� i,.. � `4 ' l Y : ,':� � �� .. ,� _ � � � � � �1 j � �y i �;`�> ��`, j i' � � i � . 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I il �I "'i �I �_ NORTH ELEVATION SCALE : 1/8" = 1'-0" ENTRADA AMPHITHEATER � STAGE ELEVATIONS m� CENTV RaOnt AM�RICAN /� CLAY MISSION TILE ROOF �— CLAY MISSION TILE ROOF � — CAST STONE TRIM % � NATURAL STONE LINTEL j� HAND TROWELED STUCCO PREFINISHED ALUM/WOOD WINDOW % / NATURAL STONE VENEER . ........ .: :.:.:.: �' NATURAL STONE ARCH �� HAND TROWELED STUCCO -� �:':-�� j ; �,. �����.. .Z, i �;�a����a��.. i� � NATURAL STONE ARCH � ��: CAST STONE TRIM � � � � � � ,! � � � -- NATURAL STONE VENEER � I _ / — , � � � � � � i � � � � I , � � I i � ,, ' �. /, /; / � ! i � / / � i I� i i � � �� ' � I �� �� \ � I � � f � � � EAST ELEVATION SOUTH ELEVATION ,. SCALE : 1/8" = 1'-0" SCALE : 1/8" = 1'-0" _ - � - ,� _ ���`z'• � � . � � � CLAY MISSION TILE ROOF — NATURAL STONE VENEER STONE QUOIN CLAY MISSION TILE ROOF ��� CAST STONE TRIM NATURAL STONE VENEER HAND TROWELED STUCCO � NATURAL STONE LINTEL \ PREFINISHED ALUM/WOOD WINDOW � �,, \ \ � ---.����" � �� _ PREFINISHED ALUM/WOOD WINDOW ��� � HEAVY TIMBER AND STONE COLUMN �, � - \ �: , r��ti ; �;�- ' ' ,t� * i � \ �__\ �\\ CAST STONE TRIM �� x ,�r�' �- � �;r,!�����;�i�; � \ �� �� � \ � `�, � HAND TROWELED STUCCO � \�� \ � , � � � �� � � w� � STONE QUOINS � � � � � � � � �i � \ `� � �� � � � � , �� �, � \ � ' � _� ❑ � ,, � , ��; �� ❑ �__ : - D �� � "± �J��� 'i n _ � �� u � I_l ' � a I � �� : I I ! � Y' ��� ���� �� ' " — q I� ,:-= �''y. ���J�I I� I�ti ::�II ���'< <� ��'-�C A � � - ' S. �+��� �� �I� �li Y �� � n :_ n �� �0 L J -C��1� ❑1-I-❑ 2015148 02.18.2016 WEST ELEVATION NORTHEAST ELEVATION SCALE : 1/8" = 1'-0" SCALE : 1/8" = 1'-0" ENTRADA AMPHITHEATER � CONCESSIONS ELEVATIONS m� CENTV RaOnt AM�RICAN architects GENERAL LANDSCAPE NOTES � � ' _ ,, _ ; , - �� , , �� ����� � ��� � � I I � � _ � ,, � LANDSCAPE NOTES: ��/ � ; � , � ,; � STATE 1. PROPOSED LANDSCAPING SHALL BE IN CONFORMANCE WITH ALL LOCAL CODES AND ORDINANCES. - --__ � �� .� _ HIGHWAY m e r r i m a n 2. VERIFY EXISTING AND PROPOSED SITE ELEMENTS FOR DISCREPANCIES. SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED BY //�,, � � _;j 1 14 a s s o c i a t e s OTHERS. � ` \ ' � � 3. LOCATE EXISTING UNDERGROUND UTILITIES FOR CONFLICTS. EXERCISE CAUTION WHEN WORKING IN THE VICINITY OF ���� \ �.� S, ,,, a�chitecture•p�anning UNDERGROUND UTILITIES, \ ` � � � 4. CONTRACTOR SHALL PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES. �' � interiordesign , ,, � 5. LEAVE AREAS TO RECEIVE TOPSOIL 3" BELOW FINAL FINISHED GRADE IN PLANTING AREAS AND 1" BELOW FINAL FINISHED GRADE IN � , \ � \ � � 300 N. FIELD ST. LAWN AREAS. "� �� `�•� �� �� � � i � �nuns.�x,as�szoz 6. CROWN LANDSCAPE ISLANDS TO 6" HEIGHT, TYPICAL AND UNIFORM THROUGHOUT THE SITE. � � 7. PLANTING BEDS AND LAWN AREAS SHALL BE SEPARATED BY STEEL EDGING (L-31. CUT STEEL EDGWG AT 45 DEGREE ANGLE WHERE IT ���� �� � � ���� � %�GR�oUN COVER iia.9s�.iz� INTERSECTS WALKS AND CURBS. � , � W � SS `� ,,�� ITYP.1 sia.9azzisa�ax> 8. TOP OF MULCH SHALL BE 1/2" MINIMUM BELOW THE TOP OF WALKS AND CURBS. �� �� �� � � � � HARD/NESS ZONE: � , ., w w , � ' ,_, � �, � � NOT F0R ; � � �� � = , CONSTRUCTION � � , � �, , ���H � ��� ' � � ������. 1. WESTLAKE, TX IS IN USDA HARDINESS ZONE 8A: 10F TO 15F �� - � r'"�,pNDSCqp`�„� 2. ALL PLANT MATERIAL SHOWN IS AT LEAST HARDY TO USDA HARDINESS ZONE 8 OR LOWER (SOURCE; MONROVIA PLANT DATABASE, �� � � � �, � ����'���� �' ������ � � � I I I � �� ��Q�� �T F�9q��;;�, USDA PLANTS DATEBASE) �/��T �� '� � �� � ��� � � IN� � � � \ � �._ � � �Z.P� , ely� ���^ /RR/GA T/ON NO TES: ��w�Rk � � �; , � � � � � � �; � � � , � �, � � � _ � � � � 1. LANDSCAPING IS TO BE IRRIGATED IN ACCORDANCE WITH CITY STANDARDS. � � �� � � ��, ` � � 2. IRRIGATION SYSTEM DESIGN AND INSTALLATION TO BE PERFORMED BY LICENSED IRRIGATORS IN ACCORDANCE WITH CITY AND �� � � � ��� � ��� � ;',�>`q� ���� r ' STATE STANDARDS. � �� 3. IRRIGATION SYSTEMS ARE TO BE FITTED WITH RAIN AND FREEZE GAUGES IN ACCORDANCE WITH CITY STANDARDS. ���, � � � �`�� S' ����� � �{`4� � � _ � � � ��0310.201G SOL/D SOD NOTES: vaRiEs � � �� � � � ����� ��. � �,. SS � �� 1. PLANT SOD BY HAND TO COVER INDICATED AREAS -- � �� � � ��� COMPLETELY. ENSURE EDGES OF SOD ARE � � � E AL /� � �� � � � � � � � ����, � � � �� ■� TOUCHING. TOP DRESS JOINTS BY HAND WITH �- ) - )I - TOPSOIL, � � � � GROUNDCOVER � � � �� � � W 2. ROLL GRASS AREAS TO ACHIEVE A SMOOTH, EVEN �� LAYOUT; REF. ���� I� � � la terra studio SURFACE, FREE FROM UNNATURAL UNDULATIONS. ( + + PLANT LIST \�� \� � \ \ � landscape architecture 3 PROG ESOD THOROUGHLY AS SOD OPERATION � � � � \ � g p g FOR SPACING urban desi n- lannin �� �� �_ � � 4. IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1 �� 2700swissavenue-suite�oo AND MARCH 1, OVER-SEED BERMUDA GRASS SOD � � �DECORATIVE , S aa��as,texas��5zoa 214J49.0333 WITH WINTER RYEGRASS, AT A RATE OF FOUR (4) - � , CONCRETE � ��, �-- � � � � `� www.laterrastudio.com POUNDS PER ONE THOUSAND (1000) SQUARE FEET. % �� \ GROUNDCOVER SPACING NTS \� �'�, 7 CUP SEM / \ �\ �� _ �\ � � �EXISTING �04 _ � _ -(�-3� STEEL EDGING � � . �'� � ��/ �� WALL (TYP.) TOPDRESS MULCH �' SHRUBS / �J � / � �EXISTING 9' CAL. MUS GRA 600 / 0 \��_ CEDAR ELM. PROTECT PER SPECIFICATIONS; , i GROUNDCOVER; � � p � , � � � IN PLACE(TYP.) � �� '-� VINEYARD � � � � EXISTING 2" MINIMUM -- ,�(� � � � \ � " ( � � � `� ��� G � ' � � � �� REFER TO � � �� EXISTING 6.5" CAL � TYP.) � G �^,�'� ' �0� � � � G ��-�� ' �pn - ' � � LANDSGAPE PLAN + � "ti-=�,� / CEDAR ELM. PROTECT _ ,-EXISTING 6" CAL. SETTLED �� m � , m ��, ,,, � � ,-� � IN PLACE(TYP.) � THICKNESS , �, � �� �P � ,� � '�� � � OR PLANT LIST FOR � � ; � CEDARELM. PROTECT ` �' � � � �. r/ � � IN PLACE(TYP,) ; ; � _ o ��, �� � v P�O o � � '.� � , �i0� SPACING � � �� � ..'"' TOP OF MULCH i _ � �- G _ � ��- � � � S �' ; EXISTING 8.5" CAL. � � • � ' � -� - v� '�� � � � „-� v �� �� STEEL �� ; � � � ' ����� ;. ' ..�, � �CEDAR ELM. PROTECT �� 1/2" BELOW TOP� � � �G � � �,��� �' a� �G �,„ ���� �� �'3 J EDGING � ,� � �`` � h -, / I IN PLACE ITYPJ OF CONCRETE \ \ \ , � � � c� � � L , � � c� � � �:�� � ' ,% � WALK / CURB � � _ , �7� �� u � � „ ADJA ENT `� , 1� � i� � �� - � , - , � � � � ` � � � � � ✓� �� , � '�� ,i�� ,�,� � �� s-�c � TURF �� � � .� � ��� �, � , �`__ __ � r� - � � SCARIFY � �-� �,� , ���/��Cr;� , ' � .� ,� � �/�✓. ��' C:�' � - QUE SHU� 3 � =� ,�EXISTING 9" CAL. ; . r' % '� ' � CEDAR ELM. PROTECT SIDES _ C 3" CAL. ` �, '� � ," - SOIL MIX PER � < ��t 5. � ' IN PLACE (TYP.) - � - SPECIFICATIONS; \ ``^` , '''�'''y ' � � /� ri� ' y .f.y.{' = i� REMOVE 6" DEPTH ��'� � � `v`"__ • . . . . . :':=��'.� ADJACENT - - " - � OF EXISTING SOIL A� +' iy� 3 � CONCRETE - �_ 1 � � {:�.,..... ..;�{:.:.:.:.:.... �� \ � �' O ' �' � ' ' 1'.'.+ \ EXISTING L 1 � ';�L' AND REPLACE / � . . . . � { 1 WALK - - - - - - WITH PREPARED �"�' y � '�°e�it:�,�;*+r��,;y;�;�+�,� TREE ITYP. NATIVE� - - - - - - - - (,l � 'rY�� ;�;���;�;��.�.�_ �-EXISTING 12" CAL. SOIL - - - ------- -_ SOIL MIX (D-1� � \ PER SPECIFICATIONS. �` � ; ;a "" CEDAR ELM. PROTECT % ROOTBALL, ����: 2 � ' '. '��''�ti�x;��'{ IN PLACE(TYP.) � �`�;. :{:�, . x.�. NATIVE TILL TO A DEPTH ����� \ t SOIL� 6" REFER TO LANDSCAPE PLAN DO NOT OF 12" TO MIX. � � �'�.'� '+�;+;i;+;�' �\1,521 sF�CYN DAC MIN. FOR SPACING DISTURB C� � {'�:{. . . , . � .{* . . ,*1'.','.*,'.',',*�i -- INGROUND SHRUB PLANT/NG DETAIL NOT TO SCALE � :{ .,���,,;��.,;� \ _ 2 �CHI LIN «. -- *' .�'�. .i{ � �03 ���,> �- � CYN DAC 29,628 SF _ �_ „ _ 2 �OLE EUR � 'i?`�.; � y;�`�� � � ' �+{{ -EXISTWG 9.5" CAL. Z EO. BACKFILL: USE EXISTING NATIVE SOIL (no � *'{,'r;a:*;*�*; � I CEDAR ELM. PROTECT '� 3 amendments) WATER THOROUGHLY TO ELIMINATE i � I '•`t�'='�'�'�'�' � ��'�� AIR POCKETS. � � �". .��,�,t,�,✓17 IN PLACE(TYP.) �� \ i -t "'_ �EXISTWG 7" CAL. ' v� O FUNGI: APPLY DIVERSE ARRAY MYCORRHIZAE , C� O --'� yJ CEDAR ELM. PROTECT Q s�� ENDO/ECTO INOCULANT;** APPLICATION RATE / � � � �,��°� � IN PLACE ITYP.) 5 � `��� � �'�f' � ;"' o;��o� � - _�_ g L� qN �RT � � o-� � �- PER MANUFACTURERS SPECIFICATIONS. O � � � � ° � ����� V � � " ���; �RIVER ROCK TO MATCH ADJACENT � � �' � � � � \ '. °-,CB� , � � � ��� � � � G� ��.'� PARKING LOT MATERIAL �� � � '� ,�• � � � m � ---�47�ROS OFF � � ° ����s �VERTICAL STAKES: 2in. by 2in. UNTREATED #1 i ��� \ � � � `�� ♦/� � � �^� LUMBER LENGTH OF VERTICAL STAKES TO EXTEND O v � V♦ \ � � `� � �� ���� 1 i2 TIMES THE HEIGHT OF ROOT BALL.�'� �� � \ � O \ p�� lO. LATERAL SUPPORT: 2in. by 2in. UNTREATED #1 LAN MON 96 � \ _A�'� Z / H LUMBER.LENGTH OF LATERAL SUPPORTS TO BE 1 C� I - �``�" a �� %z TIMES DIAMETER OF ROOT BALL � � � ' �� � � �� � � QUE VIR � �� DECORATIVE� `1°� i v O FUNFTNISHED DR�WAL�LSCRE�SEAD � � 3" CAL. �?` � CONCRETE s � 1 ULM PAR A � � � (2) each PER VERTICAL STAKE; % � LEU FRU 2 � �;�,' �.�.'�� �� 3" CAL. 0 , x (8) TOTAL. NOTE: PRE-DRILL HOLES IN LATERALS & �� � � � �,;r�.� � � ���� � �� � I� �� PLAN V EW VERTICALS. � - MUH CAP 2g � �_ ��'' � . . 4 OLE EUR J. NORTH � . ` r� � - � , . . c. �_ � �CUP SEM� 5 � � �� " � � ��� .� �� � � I r_ H. � DECORATIVE � � � TREE PLANT/NG NOTES � � � � �' � ❑ , c��-- � � coNCRETE � - " D CONCRETE ' � ,���"� ���� \` \ � W � � �! ' 1. GIRDLING ROOTS & ROOT FLARE: TREES SHALL BE � � �� � � ���""�� � � � � � �� ��� � 3 LEU FRU � !- � � � REJECTED WHEN GIRDLING ROOTS ARE PRESENT & _ QUE VIR 1 �`'' � ��� ��-� � � � � � c�. B ROOT FLARE IS NOT APPARENT. � � - ���������-. �� ' � �V 6�CUP SEM Q , 3., �A�. � o 0 0 0 � � �� � O � a } 2. FUNGI INOCULANT: CONTRACTOR TO USE . � \.� ��?�, � � � '�� MycoApply Endo/Ecto OR EQUAL PRODUCT. � LEU FRU 3 �- �A �.;� `� ��', 6 L. I EU FRU J � - (1.866.476.7800) www.mycoapply.com , � �y � _ � � � ' -_ _ � �,���-} �� � � � � � ; - �� ` �� � � ' � �� � � Z 3. INSTALL VERTICAL STAKES FIRST; THEN PRE-DRILL & / �. � � l- ;� - �` ��� `- ��- 6 MUH CAP . � �� � i � WSTALL LATERAL SUPPORTS. � �� Q � /i ' � �� ' � W - � � � /�� � r 20 MUH CAP G___ , - .. �� � �� � _ l � , i �/j��� ��,� � ��. 3 LEU FRU � W �I y 4. WHEN CONDITIONS EXIST WHICH PREVENT � � � � �iJj � �� T C �XTE I 1 �z TIMES / O � ���;�, / �� � � � '�� �Rk /� ��- � � � Q � TREE PLANT/NG DETA/L LEGEND �����������(�e. roc�Ic4,��E . ` _� CON�CRETE E / }. � CONTRACTOR SHALL INSTALL STAKES AS DEEP AS �,;,��� � � � �� � 5��CUP SEM � POSSIBLE. O �TREE: TREES SHALL CONFORM WITH LATEST AMERICAN � " � � � DECORATIVE� � 8 �LEU FRU � ' Q W STANDARD FOR NURSERY STOCK. www.anla.org 5. LATERAL SUPPORTS SHALL BE ORIENTED AS SHOWN � � � � � _ _ �� CONCRETE � � � IN PLAN VIEW. (shown left) � _ - � � � � i � � - - =��� � BO. TREE PIT: WIDTH TO BE AT LEAST TWO (2) TIMES THE -" � � / � � � � ���� ' Q DIAMETER OF THE ROOT BALL CENTER TREE IN HOLE & REST 6. QUESTIONS ABOUT INSTALLATION OR FABRICATION " \ / / ' ROOT BALL ON UNDISTURBED NATIVE SOIL. �O BA DSCAPEU RCHI ECTG SHALL BE DIRECTED / / � � � � ' � W C�. ROOT BALL: REMOVE TOP���'3 BURLAP AND ANY OTHER FOREIGN � Q�E�� % � � qR'qG � H OBJECT; CONTAINER GROWN STOCK TO BE INSPECTED FOR 7. ALSO REFERENCE SPECIFICATIONS SECTION 02900. 3" CAL. � / O/V GIRDLING ROOTS.** - ' / / � T DO. ROOT FLARE: ENSURE THAT ROOT FLARE IS EXPOSED** / � �/ FROM MULCH, AND AT LEAST TWO INCHES ABOVE GRADEREE / � �/ j A � � li � / � --� , TREE PLANTING DETAIL NOTTo S�A�E , -- � � a ��?� � � - _ ;, � , , MATERIALS LEGEND � � � �,.--�"�� �\\ \ I . . � . � OO 2016 MERRIMAN ASSOCIATESi ARCHITECTS,INC. II�� REVISIONS NORTH LAND APE ELEMENT : -�� LANDSCAPE PLAN L-4 DECOMPOSED GRANITE: /O� OL-1 PLANTING MEDIUM: COLOR: SUBMIT SAMPLES FOR APPROVAL �_� 0 10 20 30 40 60 THICKNESS: 2" IN POTS, 4" ON GROUND PROFESSIONAL BEDDING MIX SIZE: 3/8 MINUS SCALE IN FEET: 1"=20'-0" (LOCATED IN INGROUND PLANTING BEDS) SUPPLIER: CUSTOM STONE SUPPLY SUPPLIER: LIVING EARTH TECHNOLOGY CONTACT: CHAD AKIN 214-869-9048 PLANT LIST CONTRACTOR TO VERIFY ALL QUANTITIES PER PLANS COMPANY NOTE: INSTALL FILTER FABRIC BETWEEN DG MULCH AND CONTACT: LORA HINCHCLIFF; 214.673.3341 SOIL MIX BELOW VINEYARD, PERENNIALS, GROUNDCOVER, & TURF INSTALLATION: PER DETAIL 03 THIS SHEET INSTALLATION: REF. DETAILS 05, 06, 07, & 08 THIS CANOPY TREES ORNAMENTAL TREES SHEET COMMON BOTANIC COMMON L_2 PLANTING MEDIUM: QNTY. SYMBOL NAME NAME SIZE NOTES QNTY. SYMBOL COMMON NAME BOTANIC NAME SIZE NOTES QNTY. SYMBOL NAME BOTANIC NAME SIZE NOTES PLANTER MIX 3" CAL. CONTAINER GROWN. � 26 CUP SEM ITALIAN CYPRESS Cupressus sempervirens 36" BOX 10' 1 THUNDER TURF NOTES: ` 8 QUE VIR LIVE OAK Quercus � � 8 LAN URT TEXAS LANTANA Lantana urticoides 1 GAL. 12" � 4" CAL. HEIGHT PER INDUSTRY � (LOCATED IN ABOVE GROUND PLANTERS: P-1, P-2, P-3) , virginiana STANDARDS. MATCHING � 6 OLE EUR MISSION OLIVE Oleo europaea 'Mission' 36" BOX 6' g6 LAN MON TRAILING LANTANA Lantana montevidensis 1 GAL. 6" SUPPLIER: LIVING EARTH TECHNOLOGY COMPANY 1. CONTRACTOR TO SCARIFY, RIP, AND LOOSEN ALL AREAS TO BE / 3" CAL. CONTAINER GROWN. . 2 CHI LIN DESERT WILLOW Chi/opsis linearis 36" BOX 6' CONTACT: LORA HINCHCLIFF; 214.673.3341 3 QUE SHU RED OAK Quercus o00000 SEEDED TO A MINIMUM OF 4" PRIOR TO THE ADDITION OF THUNDER DIRT + shumardii HEIGHT PER INDUSTRY - - - - - � 57 ROS OFF TRAILING ROSEMARY Rosmarinus officina/is 1 GAL. 6" INSTALLATION: PER DETAILS 05, 07, & 08 THIS SHEET AND THUNDER TURF SEED. STANDARDS, MATCHING SHRUBS & ORNAMENTAL GRASS 2. ENSURE AREA TO BE SEEDED HAVE BEEN FINE GRADED. WEEDS, LARGE NOTE: LAN MON & ROS OFF TRIANGULAR SPACING - 12" O.C. DIRT CLODS, AND CONSTRUCTION DEBRIS SHALL BE REMOVED. / 1 ULM PAR LACEBARK Ulmus 3" CAL. CONTAINER GROWN, 600 MUS GRA MUSCAD�NE GRAPE V�NEYARD :l GAL. GRAPES TO BE PLANTED IN ROWS PER ADJACENT EXISTING PROJECTNUMBER: L-3 STEEL EDGING: 3. INSTALL 1" DEPTH LAYER OF THUNDER DIRT IGEO GROWERS � 10'-12' HT., 5' SPREAD QNTY. SYMBOL COMMON NAME BOTANIC NAME SIZE NOTES � VWEYARD. SPACING: ROWS 5'APART,PLANTS 3'O.C. QO"I5'I4H 1-512-288-4405) SOIL AMENDMENTS PRIOR TO THUNDER TURF ELM parvifolia MATCHING - ���-,-„� �� 22 LEU FRU COMPACT TEXAS SAGE Leucophyllum frutescens 'Compacta' 5 GAL 24" � �2g,628 sF CYN DAC BERMUDA GRASS Cynodon dactylon N/A SOLID SOD �ssue FINISH/COLOR: POWDER COAT BLACK SEEDING AT 45.2 OZ. PER SQ. FT. , , SIZE: 3/16" THICK x 4° x 16' LENGTH 4. MULCH NEWLY PLANTED SEED WITH UNROTTED, WEED FREE WHEAT t'. . � 9 EXISTING CEDAR ELM TREES. SIZES VARY PER PLAN. �"f 52 MUH CAP PINK MUHLY GRASS Muhlenber ia ca illaris 3 GAL. 18" MARCH 10,2016 STRAW AT A RATE OF 2 BALES PER 1,000 SQ. FT. THROUGH � CONTRACTOR TO PROTECT IN PLACE 9 �° NOTE: APPLY 1" CLEAN TOPSOIL TO BERMUDA GRASS AREAS PRIOR TO INSTALLATION OF SOD MANUFACTURER: JD RUSSELL (DURAEDGE) °� � M1J - �i:;i.� �f sHeerNnMe: ESTABLISHMENT. t„_w�l G.372 SF THU TUR THUNDER TURF 82� -BUFFALO GRASS(Buchloe dactyloides) SEED PER NATNE AMERICAN SEED RECOMMENDATIONS CONTACT: 270.826.7008 800.888.6872 NOTE: REF. PLAN FOR NEW LIVE OAK AND RED OAK CALIPER SIZES :i;: � ,�r-B�uE�RnMa�Rass�so�te�o�a9�a��r5i (45.2 OZ PER 1,000 SQ.FT.OR 130 LBS.PER ACRE) � INSTALLATION: PER DETAILS 03 & 06 THIS SHEET 5. IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1 AND MARCH 1, ���.�� 1%-CURLY MESQUITE (Hilaria belangeri) LANDSCAPE PLAN OVER-SEED BERMUDA GRASS SOD WITH WINTER RYEGRASS, AT A RATE NOTE: APPLY 1" CLEAN SOIL (THUNDER DIRT, SEE NOTES THIS SHEET) TO THUNDER TURF AREAS OF FOUR�4� POUNDS PER ONE THOUSAND�1000)SQUARE FEET. PRIOR TO SEEDING THUNDER TURF 6. SEEDED AREAS TO HAVE ONE HUNDRED (100) PERCENT COVERAGE PRIOR TO FINAL ACCEPTANCE. sHeer: 7. WATER THOROUGHLY THROUGH ESTABLISHMENT. ��m � GENERAL NOTES TOWN OF WESTLAKE GENERAL NOTES TROPHY CLUB N o � J ��O O _w`� J 1. THESE NOTES APPLY TO ALL SHEETS IN THIS PLAN SET. 1. THE APPLICABLE STANDARDS AND SPECIFICATIONS, THE CURRENT VERSION OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" ��� caE� 0� G�v �BOB JAMES PUBLISHED BY N.C.T.C.O.G. AND THE TOWN OF WESTLAKE ENGINEERING STANDARDS SHALL APPLY. IN THE EVENT OF A CONFLICT, TOWN OF WESTLAKE ��`'� Medlin MEqO�� �`' �� � 2. CONTRACTOR IS RESPONSIBLE FOR, AND MUST OBTAIN PRIOR TO CONSTRUCTION, ALL NECESSARY CONSTRUCTION PERMITS REQUIRED BY THE LOCAL STANDARDS SHALL GOVERN. THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE TCEQ, A.W.W.A., AND A.S.T.M. REGULATIONS. �5�,� Cemeter�y Golf �"r Y ,, � MUNICIPALITY. CONTRACTOR MUST HAVE A COPY OF THE LOCAL MUNICIPALITY'S STANDARD CONSTRUCTION DETAILS ON SITE.. ��R�NSE'( YG�J � FA� CourseSEMINOLE 9-� _ _ - 2. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE TOWN OF WESTLAKE. THE TOWN RESERVES THE RIGHT TO ACCEPT OR 5 ��PH ��,�°.� .P �i���r J= = o � 3. EXISTING UTILITY LOCATIONS SHOWN ARE TAKEN FROM AVAILABLE RECORDS PROVIDED BY THE UTILITY OWNER AND FIELD LOCATIONS OF SURFACE REJECT MATERIAL OR WORKMANSHIP THAT DOES NOT CONFORM TO THE STANDARDS AND SPECIFICATION OF THE TOWN. ``��" oo �'oo F FRESHMEAD�`N wW Z N Q APPURTENANCES. LOCATIONS SHOWN ARE GENERALLY SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT THE SIZE AND LOCATION OF EACH 114 �' s,G� � 4?� 'N�RNESS a X I v' W PARTICULAR UTILITY. SOME UTILITY LINES MAY NOT BE SHOWN. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ACTUAL FIELD LOCATION AND 3. ALL DISTURBED AREAS OFF-SITE SHALL BE SEEDED OR SODDED AS SHOWN ON THE CONSTRUCTION PLANS. PROTECTION OF EXISTING FACILITIES WHETHER SHOWN OR NOT. CONTRACTOR SHALL ALSO ASSUME RESPONSIBILITY FOR REPAIRS TO EXISTING \ � ��``r"�m z � Q Brown & Gay Engineers, IIIC. FACILITIES, WHETHER SHOWN OR NOT, DAMAGED BY CONTRACTOR°S ACTIVITIES. DIFFERENCES IN HORIZONTAL OR VERTICAL LOCATION OF EXISTING 4. THE CONTRACTOR SHALL HAVE ONE (1) APPROVED SET OF CONSTRUCTION PLANS ON THE JOB SITE DURING CONSTRUCTION. � � = 2595 Dallas Parkwa Suite 204 UTILITIES SHALL NOT BE A BASIS FOR ADDITIONAL EXPENSE. WESTLAKE � � INVERNE � y, 5. THE CONTRACTOR SHALL NOTIFY THE TOWN OF WESTLAKE AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO COMMENCING CONSTRUCTION. N � Frisco, TX 75034 4. ANY CONTRACTOR / SUBCONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY � RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. SAID EXISTING IMPROVEMENTS 6. ALL PAVING AND UTILITIES SHALL BE CONSTRUCTED AND TESTED IN ACCORDANCE WITH THE TOWN OF WESTLAKE SPECIFICATIONS. , Tel: 972-464-4800 • www.browngay.com SHALL INCLUDE BUT NOT BE LIMITED TO BERMS, DITCHES, FENCES, AND PLANTS. ANY REMOVAL OR DAMAGE TO EXISTING IMPROVEMENTS SHALL BE TBPE Registration No. F-1046 REPLACED OR REPAIRED BY THE CONTRACTOR AT HIS EXPENSE AND SHALL BE APPROVED BY THE TOWN OF WESTLAKE. 7. AN ENGINEERED TRENCH SAFETY PLAN IS REQUIRED WHEN THE TRENCH DEPTH EXCEEDS 5'. K�Nc Contact: Will Janney 5. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL USE SILT FENCES (OR 8. BASED ON OUR UNDERSTANDING AND THE INFORMATION PROVIDED BY THE TOWN, THE WATER AND SANITARY SEWER LINES COMPLY WITH THE WATER 114 Tel: 972-464-4835 OTHER METHODS APPROVED BY THE ENGINEER AND TOWN AS REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT AND SANITARY SEWER MASTER PLANS FOR THE TOWN OF WESTLAKE. o �� � Copyright 2015 PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, OR LOCAL EROSION CONSERVATION, AND SILTATION ORDINANCES. � e�-�O , ' CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE WATER NOTES: a SOLqNq ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS AND � �r APPROVALS BEFORE CONSTRUCTION BEGINS. �<°� 1. CONTRACTOR SHALL PURCHASE A COPIE(S) OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION, AND FOLLOW SAID STANDARDS DOVE ROAD o,`'�`s 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN NEAT AND ACCURATE CONSTRUCTION RECORD PLANS. A COPY OF THESE RECORD PLANS ARE DURING CONSTRUCTION. o ��-r,� TO BE SUBMITTED TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION. = y''`� 2. ALL WATER LINES, FITTINGS, AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST �ood � 7. CONTRACTOR SHALL USE ALL NECESSARY SAFETY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND UNDERGROUND POWER LINES. THE EDITION. ALL WATER SERVICE CONNECTIONS TO BE FORD COMPRESSION FITTINGS. ALL BENDS TO HAVE RETAINER FITTINGS (MEGA-LUG�. USE DOMESTIC �`t� a CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS SHOWN ON THE PLANS AND ALL FIELD CONDITIONS THAT MAY AFFECT CONSTRUCTION. DUCTILE IRON FITTINGS ONLY. `� - 8. SHOULD DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO OBTAIN THE ENGINEER'S CLARIFICATION BEFORE COMMENCING WITH 3. ALL FIRE HYDRANTS SHALL HAVE ONE (1) HYDRA-STORZ CONNECTION AND TWO (2) 2.5" HOSE NOZZLES, SHALL HAVE A MINIMUM MAIN BARREL VICINITY MAP ` � THE CONSTRUCTION. VALVE OPENING OF 5.25", AND SHALL BE PLACED ON MAINS OF NOT LESS THAN 6" IN DIAMETER. ALL FIRE HYDRANTS ARE TO BE PAINTED PER (NOT TO SCALE) D�YEL�P�R ARTICLE IV, SECTION 2.H.5 OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS AND AGREED TO BY THE TOWN. CENTURION AMERICAN 9. CONTRACTOR TO DISPOSE OF ALL EXCESS EXCAVATION MATERIALS AS DIRECTED BY THE OWNER. 4. UTILITY CONTRACTOR SHALL PLACE APPROPRIATE LOCATION MARKS ON THE CURBS PER THE TOWN OF WESTLAKE ENGINEERING STANDARDS. 1800 Valley View Lane, Suite 300 10. THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING WATER, OR BY OTHER MEANS APPROVED BY THE TOWN AND ENGINEER, AT NO ADDITIONAL COST TO THE OWNER. 5. ALL WATER MAINS SHALL BE PVC AWWA-C900, DR18, CLASS 150 UNLESS NOTED OTHERWISE. Farmers Branch, TX 75234 Contact: Michael Beaty 11. ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. UNUSABLE EXCAVATED MATERIAL AND ALL WASTE RESULTING 6. TOP OF WATER MAIN SHALL BE A MINIMUM OF 48" BELOW THE TOP OF CURB OR 48" BELOW FINISHED GRADE. METALLIC DETECTOR TAPE WILL BE Te1: 214-287-9009 FROM SITE CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF SITE BY THE CONTRACTOR AT HIS EXPENSE. USED. VALVES TO BE EXTENDED TO WITHIN 1 OF GROUND IF MORE THAN 48 . 12. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK. 7, FIRE HYDRANTS SHALL BE LOCATED 6' BEHIND THE BACK OF CURB (MIN). 13. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS, MANHOLES, TELEPHONE RISERS, WATER VALVES, ETC. DURING g, CONTRACTOR SHALL CLEAN THE WATER MAIN BY INSERTION OF "POLY PIGS" AT DESIGNATED LOCATIONS. COST FOR "POLY PIG" CLEANING WILL BE THE r M 1���EL�1 `I� ALL CONSTRUCTION PHASES. RESPONSIBILITY OF THE CONTRACTOR. Enq��G�t,�� • Rtv�l��in�nt • f'onszr:�ct��r� 14. BACKFILL SHALL BE FREE FLOWING, FREE OF ROCKS AND LARGE CLODS. BACKFILL SHALL BE PLACED IN 6 TO 9 INCH LIFTS AT OR ABOVE OPTIMUM g, ALL DOMESTIC WATER SERVICES SHALL BE 2" CLASS 200 POLYETHYLENE. - MOISTURE AND MECHANICALLY COMPACTED TO 95 PERCENT STANDARD PROCTOR FOR ALL UTILITIES. 15. ALL PROPOSED GRADING WHERE ANY BUILDINGS MAY POTENTIALLY BE CONSTRUCTED SHALL BE AT OR ABOVE OPTIMUM MOISTURE AND MECHANICALLY 10. CORPORATION STOPS SHALL BE FULL OPEN PRIOR TO BACKFILL. COMPACTED TO 95 PERCENT STANDARD PROCTOR. ALL OTHER GRADING SHALL BE AT OR ABOVE OPTIMUM MOISTURE AND MECHANICALLY COMPACTED 11. CURB STOPS SHALL BE TESTED FOR FULL FLOW WHEN THE SYSTEM IS PRESSURE TESTED. Q X TO 90 PERCENT STANDARD PROCTOR. CONTRACTOR WILL HAVE TO COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY ADJUSTMENTS AND / OR RELOCATIONS. 12. METER BOXES SHALL BE FURNISHED BY THE CONTRACTOR AND LOCATED 6' BEHIND THE CURB. � W � 16. EROSION CONTROL DEVICES AS SHOWN ON THE GRADING AND EROSION CONTROL PLANS FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START 13. WATER MAINS TO BE LOCATED PER THE PLANS. OF LAND DISTURBING ACTIVITIES ON THE PROJECT. wrI� � � 14. METER BOXES SHALL BE ADJUSTED TO FINISH GRADE AFTER PAVING CONTRACTOR COMPLETES THE BACKFILL OF CURB. � � 17. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THE PROJECT. CHANGES � � ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE TOWN OF WESTLAKE. 15. EXTEND SAMPLING POINT 2' ABOVE EXISTING GRADE AND END WITH A 1" CURB STOP. SAMPLING POINTS WILL BE DETERMINED BY THE CONSTRUCTION � 18. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL �NSPECTOR. ❑VERALL LEGEND � U � � w U PLAN WILL BE REQUIRED TO BE REVISED AND / OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON-SITE. 16. PIPE SHALL BE TESTED AT 150 PSI FOR FOUR (4) HOURS. FH � � � � U z 1 9. I F O F F-S I T E B O R R O W O R S P O I L S S I T E S A R E U S E D I N C O N J U N C T I O N W I T H T H I S P R O J E C T, T H I S I N F O R M A T I O N S H A L L B E D I S C L O S E D A N D S H O W N O N T H E 17. CHLORINATE WATER LINES AT 500 PPM FOR FORTY-EIGHT (48) HOURS. CHLORINATION IS ACCEPTABLE DURING THE PRESSURE TEST. � P R O P O S E D F I R E H Y D R A N T w � W Q � EROSION CONTROL PLAN. OFFSITE BORROW AND SPOILS AREAS ARE CONSIDERED PART OF THE PROJECT SITE AND THEREFORE SHALL COMPLY WITH THE TOWN OF WESTLAKE EROSION CONTROL REQUIREMENTS. THESE AREAS SHALL BE STABILIZED WITH PERMANENT GROUND COVER PRIOR TO FINAL 18. FLUSHING AND CHLORINATION SHALL BE COORDINATED WITH THE CONSTRUCTION INSPECTOR. SSMH z Z � � APPROVAL OF THE PROJECT. � MANHOLED SANITARY Q � � � � � Q 20. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS GOVERNING EXCAVATION. THE CONTRACTOR SHALL PROVIDE 19. ALL TAPS ON EXISTING MAINS SHALL BE WET TAPS. NO SIZE-ON-SIZE TAPS ALLOWED. U - J � N ^ PROPOSED STORM INLET � _ - � DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS THAT COMPLY WITH APPLICABLE LAWS GOVERNING EXCAVATION. THESE PLANS 20. EXISTING VALVES SHALL BE OPERATED BY CITY PERSONNEL ONLY. ONCE THE NEW WATER LINE IS ACTIVATED AND PASSES BACTERIOLOGICAL TESTING, � J � Y SHALL BE SEALED BY AN ENGINEER EXPERIENCED IN THE DESIGN OF TRENCH SAFETY SYSTEMS AND LICENSED BY THE STATE OF TEXAS. SUBMIT PLAN THE VALVES MAY BE OPERATED BY CITY PERSONNEL ONLY. w � w � Z Q TO THE OWNER PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL ASPECTS OF WORK RELATED TO Q-O P R O P O S E D S T R E E T L I G H T Q c � � � w � EXCAVATION. SANITARY SEWER NOTES: - EXISTING TRANSFORMER Q - � m � 21. THE CONTRACTOR SHALL COORDINATE OPERATION OF ALL EXISTING VALVES WITH THE TOWN OF WESTLAKE. THE CONTRACTOR SHALL BE SOLELY 1. CONTRACTOR SHALL PURCHASE A COPY OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION, AND FOLLOW SAID STANDARDS DURING `- EXISTING STREET LIGHT Q � � W w RESPONSIBLE FOR SITE TRENCH SAFETY DURING ALL PHASES OF CONSTRUCTION. � � ; CONSTRUCTION. Q � ; 22. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF GRATE INLETS � i 2. ALL SANITARY SEWER LINES, FITTINGS, AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE TOWN OF WESTLAKE ENGINEERING STANDARDS, EXISTING GAS METER � � O � AND ALL UTILITIES CROSSING THE STORM SEWER. � LATEST EDITION. n 23. THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE STORM SEWER. EXISTING ELECTRIC MANHOLE Z z "' THE TOWN OF WESTLAKE SHALL INSPECT ALL PUBLIC IMPROVEMENTS. 3. THE SANITARY SEWER SERVICE LINE SHALL BE EXTENDED A MINIMUM OF 6 FEET PAST THE PROPERTY LINE. U � O N EXISTING SIGN 0 24. THE CONTRACTOR'S BID PRICE SHALL INCLUDE ALL INSPECTION FEES. AS AN ALTERNATE, THE OWNER RESERVES THE RIGHT TO PAY THE INSPECTION 4. SERVICE LINES SHALL BE 4" PVC AND SHALL BE PLUGGED AND PRESSURE TESTED WITH THE MAIN LINE. _ � o FEES DIRECTLY TO THE TOWN. CONSTRUCTION STAKING TO BE PROVIDED BY THE CONTRACTOR, UNLESS OTHERWISE AGREED TO BY THE OWNER. 5. SERVICE LINES ARE TO BE LOCATED AT THE DOWNHILL SIDE OF THE LOT. �° EXISTING FIRE HYDRANT 0 25. THESE PLANS DO NOT EXTEND TO OR INCLUDE DESIGN OR SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR IS ITS THESE PLANS ARE ISSUED FOR � EMPLOYEES, AGENTS, OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE SEAL OF HEREON DOES NOT EXTEND TO ANY SUCH SAFETY 6. THE TOP OF SEWER PIPE SHALL BE A MINIMUM OF 48" BELOW FINISHED GRADE. THE PURPOSE OF PRELIMINARY 3 SYSTEM THAT MAY NOW OR HEREAFTER BE INCORPORATED IN THESE PLANS. REVIEW AND ARE NOT INTENDED � 7. THE CONTRACTOR IS REQUIRED TO PULL A MANDREL THROUGH SEWER PIPE. FOR CONSTRUCTION. w WHEN ISSUED IN w 26. SEEDING SHALL BE BROADCAST SEEDING IN ACCORDANCE WITH NCTCOG SPECIFICATIONS ITEM 3.10 "SEEDING". 8. A TV INSPECTION OF THE SANITARY SEWER LINES IS REQUIRED. FINAL FORM THEY WILL BE = 27. FERTILIZER SHALL BE IN ACCORDANCE WITH NCTCOG SPECIFICATIONS ITEM 3.11 "FERTILIZER". 9. THE SEWER PIPE WILL BE PRESSURE TESTED IN ACCORDANCE WITH TNRCC LOW PRESSURE AIR TEST (SECTION 317.2 (a)(4)(B)). REFER TO MANHOLE SEALED, SIGNED AND DATED. �� 28. WATER, SEWER, & DUCT BANK WILL HAVE DETECTOR TAPE INSTALLED BETWEEN EMBEDMENT AND NATIVE BACKFILL. DETAIL FOR ADDITIONAL TESTING REQUIREMENTS. RESPONSIBLE ENGINEER: 0 29. THE CONTRACTOR SHALL VERIFY THE LOCATION, SIZE, AND MATERIAL OF ALL UTILITIES AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING 10. ENGINEERED CASING IS REQUIRED WHEN CROSSING STREETS LARGER THAN COLLECTORS. BROWN & GAY ENGINEERS, INC. J CONSTRUCTION. CONTRACTOR SHALL CONTACT AND COORDINATE WITH ALL AFFECTED UTILITIES 48 HOURS PRIOR TO CONSTRUCTION. DIG TESS TEXAS REGISTERED ENGINEERING � 1-800-344-8377 11. NO SERVICES ALLOWED ON CLEANOUT STACK. WILLIAMRR. JANNEY, P.E. z 12. ELIMINATE DISCHARGE INTO THE EXISTING SEWER SYSTEM BY PLUGGING LINE AT CONNECTION. THE CONTRACTOR WILL BE BILLED FOR THE DISCHARGE TEXAS REGISTRATION N0. 108663 � 30. CONTRACTOR SHALL LOCATE AND ADJUST EXISTING UTILITY MANHOLE LIDS, CLEANOUTS, WATER VALVES AND OTHER SURFACE APPURTENANCES AS DURING CONSTRUCTION. March 10, 2016 � REQUIRED FOR NEW CONSTRUCTION. CONTRACTOR SHALL COORDINATE UTILITY ADJUSTMENTS WITH OTHER DISCIPLINES AND THE APPROPRIATE UTILITY � AGENCIES AND PROVIDE FOR ALL FEES FOR PERMITS, CONNECTIONS, INSPECTIONS, ETC. THESE ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO 13. UTILITY CONTRACTOR SHALL PLACE APPROPRIATE LOCATION MARKS ON THE CURBS PER THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST i i i i . . CAUTION � THE CONSTRUCTION CONTRACT. EDITION. o Contractor to Verify exact location 31. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY MONUMENTATION AND PRIMARY CONTROL. ANY SUCH POINTS WHICH THE CONTRACTOR & De th of Exlst Facilities Prior to � 14. PIPE MATERIAL FOR WASTE WATER LINES SHALL CONFORM TO THE NOTES SHOWN ON THIS DRAWING AND TO THE REQUIREMENTS OF THE PROJECT p a BELIEVES WILL BE DESTROYED SHALL HAVE OFFSET POINTS ESTABLISHED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MONUMENTATION SPECIFICATIONS. SANITARY SEWER LINE SHALL BE SDR-35 PVC IF DEPTH OF LINE IS 10' OR LESS AND SDR-26 IF DEPTH OF LINE IS GREATER THAN any Construction Activities i DESTROYED BY THE CONTRACTOR SHALL BE REESTABLISHED AT HIS EXPENSE. 10'. EMBED SEWER PIPE IN ACCORDANCE WITH LOCAL MUNICIPALITY DESIGN STANDARDS. `s CAU TION ! ! ! � 32. BARRICADING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE CONTACT: 1-400-DIG-TEss y LATEST EDITION OF THE 'TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", PART VI IN PARTICULAR. TRAFFIC FLOW AND ACCESS SHALL BE 15. WATER AND WASTEWATER LINES SHALL BE LOCATED A MINIMUM OF 9'APART (CLEAR DISTANCE). WHEN SEPARATION CANNOT BE MAINTAINED, SANITARY 48 HOU�s P��oR To CONSTRUCTioN � MAINTAINED DURING ALL PHASES OF THE CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC SAFETY MEASURES FOR WORK SEWER SHALL EITHER BE ENCASED IN CONCRETE OR UPGRADED TO PRESSURE PIPE (MIN. SDR 26). i ON PROJECT. STORM DRAIN NOTES: REVISIONS i 0 33. ONSITE PLANAMETRIC AND TOPOGRAPHIC MAPPING TAKEN FROM DATA PROVIDED BY G&A CONSULTANTS CONFIRMED BY BROWN AND GAY ENGINEERS IN REV N0. DATE DESCRIPTION � JULY 2014.. 1. ALL CULVERT HEADWALLS AND INLETS TO HAVE STONE CLADDING. i 34. ANY DAMAGES THAT MAY OCCUR TO REAL PROPERTY OR EXISTING IMPROVEMENTS SHALL BE RESTORED BY THE CONTRACTOR TO AT LEAST THE SAME 2. NO PRECAST CURB INLETS. � CONDITION THAT THE REAL PROPERTY OR EXISTING IMPROVEMENTS WERE IN PRIOR TO THE DAMAGES. THIS RESTORATION SHALL BE SUBJECT TO THE r OWNER'S APPROVAL; MOREOVER, THIS RESTORATION SHALL NOT BE A BASIS FOR ADDITIONAL COMPENSATION TO THE CONTRACTOR. RESTORATION 3. ALL MATERIALS AND WORKMANSHIP FOR STORM DRAIN CONSTRUCTION SHALL CONFORM TO THE NCTCOG STANDARD SPECIFICATIONS FOR PUBLIC WORKS n SHALL INCLUDE, BUT NOT BE LIMITED T0, REGRASSING, REVEGETATION, REPLACING FENCES, REPLACING TREES, ETC. CONSTRUCTION, LATEST EDITION, AND THE LOCAL MUNICIPALITY REQUIREMENTS. � i 35. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR T0: 4. CONTRACTOR SHALL MAINTAIN DRAINAGE AT ALL TIMES DURING CONSTRUCTION. PONDING OF WATER WILL NOT BE ALLOWED. � � ai A. PREVENT ANY DAMAGE TO PRIVATE PROPERTY AND PROPERTY OWNER'S POLES, FENCES, SHRUBS, ETC. 5. STORM PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) 18"AND ABOVE IN DIAMETER AND SDR-35 POLYVINYL CHLORIDE (PVC) PIPE OR � B. PROVIDE ACCESS TO ALL DRIVES DURING CONSTRUCTION. HIGH DENSITY POLYETHYLENE (HDPE) BELOW 18"IN DIAMETER. DRAWN BY: � C. PROTECT ALL UNDERGROUND UTILITIES TO REMAIN IN SERVICE. � D. NOTIFY ALL UTILITY COMPANIES AND VERIFY LOCATION OF ALL UTILITIES PRIOR TO START OF CONSTRUCTION. GRADING NOTES: � 1. THE CONTRACTOR SHALL ADMINISTER SPRINKLERS FOR DUST CONTROL, EARTHWORK OR BASE CONSTRUCTION AS REQUIRED OR AS DIRECTED BY THE CHECKED BY: Y 36. CONTRACTOR SHALL MAINTAIN UTILITY SERVICES AT ALL TIMES DURING CONSTRUCTION. ENGINEER IN ACCORDANCE WITH THE LOCAL MUNICIPALITY STANDARDS. 0 � 37. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING SIDEWALKS ADJACENT TO THE PROJECT FREE OF MUD AND DEBRIS FROM THE CONSTRUCTION. DATE: � 2. FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, ASTM � 38. THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIAL FROM THE PROJECT AREA UNLESS INSTRUCTED DIFFERENTLY BY OWNER OR ENGINEER. THIS D 698. IN CONJUNCTION WITH THE COMPACTING OPERATION, FILL MATERIAL SHALL BE BROUGHT TO A MOISTURE CONTENT RANGING FROM +2 PERCENT � WORK SHALL BE SUBSIDIARY TO THE CONTRACT AND IS NOT A SEPARATE PAY ITEM. POINTS ABOVE OPTIMUM TO +6 PERCENTAGE POINTS ABOVE OPTIMUM +2 TO +6. PRO,IECT NUMBER: �° PAVING NOTES: � 39 MUNICIPA IRYCTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, INSPECTION, AND TESTING AS REQUIRED BY THE OWNER AND/OR THE LOCAL 1. CONTRACTOR'S WORK SHALL INCLUDE PAVEMENT REMOVAL AND DISPOSAL REQUIRED FOR NEW WALK, DRIVE, CURB, GUTTER AND OTHER PAVING Sh eet N O. U 0° ?o FEATURES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, INSPECTION AND TESTING REQUIRED BY THE OWNER AND/OR THE LOCAL �� 40. ALL WORK IN THE CITY RIGHT-OF-WAY, PROPERTY AND EASEMENTS SHALL BE CONSIDERED PUBLIC. ALL OTHER WORK SHALL BE CONSIDERED PRIVATE. MUNICIPALITY. G E N E R A L_N O TE S wi Z 2. PAVING SECTIONS SHALL BE SAWCUT IN 15' X 15' SQUARES. k w`� 3. PAVEMENT REMOVAL AND REPAIR SHALL CONFORM TO THE LOCAL MUNICIPALITY REQUIREMENTS. CONTRACTOR SHALL MAKE AN EFFORT TO PROJECT }o CONCRETE AND/OR ASPHALT EDGES. QQ �N 4. CONCRETE PAVING JOINTS SHALL BE CONSTRUCTED AS RECOMMENDED IN THE GEOTECHNICAL REPORT NOTED BELOW. �� �z ° 5. S I T E P A V I N G A N D P A V E M E N T S U B G R A D E S H A L L B E P R E P A R E D I N A C C O R D A N C E W I T H T H E G E O T E C H N I C A L R E P O R T N 0. M S 1 5 3 4 9 0 R 2 P R E P A R E D B Y E W I � AND DATED SEPTEMBER, 2015 mo \ TROPHY CLUB o o � � J `O `�� J �V � �V y��R� CRE�'����'� �gOB JAMES � �� Medlin MEqO� �� � � � 5�,� Cemetery Golf y w �t�Fz� 5�'( ��v� Course � � o � ,�° n Sv� TROPHY �20� \P ��qr SEMINOLE w T� ? � \ a/ I a \ � 114 ���9 p�� T�O��cNFRE=MEADO`�� a< o voi Q w ? v� Q � � � \ `�'G� � �� �NVERNESS I W � 2 m z z � � Brown & Gay Engineers, Inc. � a6 WESTLAKE � � c� INVERNE � 2595 Dallas Parkway, Suite 204 � � �� o Frisco, TX 75034 \ ° � \ � �t Tel: 972-464-4800 • www.browngay.com a ` � ° � a TBPE Registration No. F-1046 � � � K�NG Contact: Will Janney �� a \ � � �� Tel: 972-464-4835 Q , � � 0 114 Copyright 2015 � (� d � � V4� % > SOLqNq % � o r a �r a a � � ��o� � ° \ \ DOVE ROAD n�S, a ° \ p� (/q�9T�, . a° J = a 1 1 �ooa � a a ���v- a � ° \ °-� � �^ VICINITY MAP � � a i �WOMEN 22 (NOT TO SCALE) �EV�LOPER a � �,� '�� 658'-0�. � ,� ��, � � STORAGE �� a �,,v�- ENTURI N AMERI AN a � J �; .�,�/`" ,_;�P�'b� 1800 Valley View Lane, Suite 300 a ��������� JAN Farmers Branch, TX 75234 ' -� ��� ��'� CONCESSIONS Contact: Michael Beaty a6 a � _ , � �� MEN �g Tel: 214-287-9009 � � �� , a '� 658'_p�� LIGHTS � � '����� o �,�, o� � A a a � o ° � � — �— 658�-on.. � I�'�1►�'C�'�E�����D ia \ O/ / fnqinr�r��np • �e�r.f�;+�rr�rrat • ���7^�;trutt�cr� a \ a a � � � � a � �a � N a � � � d O d J / a � � 4 4 , W Q � , a � a d (� � � � 658'-0"„ � � \ � Horizontal Scale: 1" = 20' � W � d a \ a w v � �-'-� " \ ,�� / 0' 20' 40' �— � Q U Z , 656'-0" ,� � ea W z w w a � aa � � a � � J � � � � J � 646'-0" 653'-0" � � � � � w � �5 w =n J ? Q a a a SOUND � G LL � W � Q J a � . za � � � mw � 643'-0.�, ,g S � / O � I ' I � I..0 EATS °� \ � 642'-0"' 64 S�ATS 649'-0" � � L.L � � a � � 641'-0�,� 5g /�\ / � � SEATS /U\ � � ~ Z a a 640'-0"" � \ d s2 S f \ � W � � AT S O \ � � V Q � � �,`' 46 SEArs �p�0 0� � � " 299 FIXED SEATS �° �a �� � oa °� 0 639�-0�� s44'-o" '�°���� �otic T H E S E P L A N S A R E I S S U E D F O R � 644'-0" ' � sAyFss� � THE PURPOSE OF PRELIMINARY o a �°�, �o,oti REVIEW AND ARE NOT INTENDED � � � � FOR CONSTRUCTION. �� � WHEN ISSUED IN � ` ` �� � FINAL FORM THEY WILL BE � s3s'-o" s3s'-o" SEALED, SIGNED AND DATED. � a I a STAGE � 643'-0" P�' = 639'-0" ,�0�`` = eJ -- � G' RESPONSIBLE ENGINEER: � I e � BROWN & GAY ENGINEERS, INC. a 639'-0" 639'-0" 14 M z� 639'-0" / TEXAS REGISTERED ENGINEERING a ad I — � �_,�� FIRM F-1046 WILLIAM R. JANNEY, P.E. al � ❑ � JAN �� NOTES: TEXAS REGISTRATION N0. 108663 i a � � ❑ �s w ��� � 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS March 10, 2016 " � GREEN ROOM �, �- 639'-0" RESTROOMS ABOVE EXISTING FOR THIS PLAN SET � � a �� 629'-0" BELOW �' � � AT 649'-0" ! ! C A U TI O N I I i 1 s43'-o" ABOVE ��_ 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS � ��l ° OTHERWISE NOTED Contractor to Verify exact location N a — � p o ° � �ON�ESSIONS � � � � � ��� �� °� ,� & Depth of Exist Facilitles Prior to � ` �� �1 � � a any Constructlon Activities � � � � � � , � STORAGE BELOW „ „ ai I a a AT 629'-0" TBM1 - ❑ Cut in median nose located N 700 feet southeast of intersection of Davis o a g� a a d a a - - — oFFicE _ Blvd. and Dove Road. Elev. 668.96 C A U TI 0 N i i i • �- � a a a a ,a OFFICE a � � � � , 4 o a � " e a ° ° CONTACT: 1-800-DIC-TESS � � 629-a � � °° � a ° ` � � 12 TBM2 - '�❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. �8 Hou�s PRioR To coN�TRucTioN o I a RpGE / G �. /_1 � Q o � � Q e tl a a UI \ STo O a e Elev. 679.58 � a ss9'-0„ � 4� � � '�-- �Q � � ° a � REVISIONS !�t v � ° r � � ur's'� , ° ' ,r n Q _� f- � � a _ , , TBM3 - ❑ Cut in median nose at intersection of Davis Blvd. and Bear Way. REV N0. DATE DESCRIPTION �i , ` 0/ ° � " ` -- REMOVE 344 LF EXISTING CURB -�, �- �� i °'� 4 a , a a 1.5 Elev. 683.26 ° INSTALL LONGITUDINAL BUTT JOINT �`�- '� ° ° � , � -' ` Q� ° '4 , � ' ��� � ' �S/ 5' ° TBM4 - "❑" Cut in median nose located N600 feet east of intersection of Davis Blvd. � � � �� 9.ao�� ,, e o , and Dove Road. Elev. 648.47 o , , `�,_ �� . WILL C , L \ , - ' L Q a � � d 4 � g / �� " � qJ � a \ / . o/ ��-....`\ a / a ° , � / /o a ���' EXTEND SIDEWALK TO 10' WIDE ��`� � �° ° � , � � a � °� � o \ �'o / / a � � ��, a m \\ �``� ��``�� ° � R 3' R 30' � \ � �� A \. O � Q O �� \ a � � u � a �\.. 4 d \ i° ° � °J � a a � a / a ... oi \ a ° J � \ a ��- DRAWN BY: i� d / G ° � ` ° ' \ � — PAVEMENT LEGEND w � � ° � CHECKED BY: �,i / , a , Q (SEE GEOTECHNICAL REPORT) � a . ,a° � � o� a ';� � � � � � CONCRETE PAVERS ABOVE 3/4" OF SAND DATE: � ° � � ' ° � � AND 5.5" 3,600 PSI CONCRETE W/ #3 o �� ° I � � \ ' ,-' , I I �' ° -� �o J , � � BARS ON 18" O.C.E.W. ON 6" OF PROJECT NUMBER: o �° ° � ° -�° � a a LIME/CEMENT TREATED STABILIZED a J a � � � , � � I -' SUBGRADE. SEE ARCH. PLANS FOR �� ° �� �a � `-- -�J PAVERS TYPE AND LOCATION S h e e t N O. � � �� I �° a � �� o o PROPOSED SIDEWALK 4" 3,500 PSI P A VI N G P L A N a w � �' a ,� I I ° CONC. 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JANNEY, P.E. � Q � � ��, � ���1 � _ � ---- -- � � � � � �� �� /� � -� ,��� ��-_, TEXAS REGISTRATION N0. 108663 � �� � � � � 1�-' _ _� e-� — � , � � �JAN ��_W�� � � � � March 10, 2016 a / - � - - , � u, / �: I ru GREEN ROOM � �r ES9-� / � RESTROOMS ABOVE� NOTE: � N � / , I TW639.00 ' �, ; � ' s2�'�b„ BE�ow �� �\ j / AT 649'--0" ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS ! ! CAU TION ! ! '"' - fi43'-0 ABQVE � � � ��"� � �� o �� � 3W635.84 ' f � � � -- � j � �, � � � � � �. � � �� - � �, / MATCH EXISTING > EXISTING FOR THIS PLAN SET. Contractor to Verify exact �ocation � _ � � _ � A °" S��S` ___ �� � ,_ _ --_. --- --.r `�--�`� / �� � ' �y :� �l ,�� � � � & Depth of Exist Facilitles Prior to o ' I , - J / �oN --. � _� — - - / � ,j �' '�� STORAGE Bt�ow ALL SPOTS TOP OF PAVEMENT UNLESS OTHERWISE NOTED. any ConStructlon Activities � � � a� I a � / —� �' � ❑ ❑ ❑ / � � � AT 629'-0" — ; / , o � � a ,� � � � � � a , � � a � � � � OFFICE OFFICE � C A U TI O N I I I � � �� ������ A � �, �� � � `��' a e ,�' ° � � �_� a a ° �� , � � � ����� ��� ���� , �- � � TBM1 - °❑" Cut in median nose located � 700 feet southeast of intersection of Davis ��oNTACT: �-800-�ic-TEs� y ��;_, � , �, � 62 ' 0'r ° ° ' „ 4 � �� �� __ � 4S HUUF�S PRIUR TO CON��TRUCTION � \ - / � , �- , a � , ` / I / �// / Blvd. and Dove Road. 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Elev. 668.96 FINALWFORMIS HEY WILL BE � � INSTALL: �, , _ \ 59 LF 18" RCP — INSTALL: a JAN � „ „ SEALED, SIGNED AND DATED. F a � / � ❑ � 17 LF 12 RCP � �6 W �-,,\ � TBM2 - ❑ Cut in median nose at intersection of Davis Blvd. and Bull Way. � a � � / G R E E N R O O M � `� f� 639'-0" R E S T R O O M S A B O V E Elev. 679.58 a ' 629'-0" BELOW R E S P O N S I B L E E N G I N E E R: Z� ° 1 INSTALL: s43'-0" ABOVE � ^ r ��: � / AT 649'-0" „ �� BROWN & GAY ENGINEERS, INC. a � N � 1 - DUCT BANK STUB ���� j � �� / TBM3 - ❑ Cut in median nose at intersection of Davis Blvd. and Bear Way. TEXAS REGISTERED ENGINEERING r� � CEss���s � � � �� �� 5 � Elev. 683.26 FIRM F-1046 � � � ��� � a `�` STORAGE BELOW WILLIAM R. JANNEY, P.E. � \ � I � � � � r 5� AT 629'-0" „ „ TEXAS REGISTRATION N0. 108663 � � a e� o , a — OFFICE U� / TBM4 - ❑ Cut in median nose located �600 feet east of intersection of Davis Blvd. March 10, 2016 � u�- � o a 4 � ,a OFFICE ELECTRICAL EASEMENT and Dove Road. Elev. 648.47 r � I ,� � �� � � a ° '� ° � „ � � ` ° , �� ! CAUTION `�i N � °o a ° � ° a a / �� � / INSTALL FIRE I I I a e � � ST��'�E a '� ° � °�W� � � ° `�s4 � � � �EPARTMENT LEGEN� &�Deptlt�oftEx st �Fac�l ties Pror� to o , a � C, 639'- a , / W � � \ / CONNECTION any Constructlon Activities i ° � s � �� � , J INSTALL: �I � CONNECT TO ISTING � O �� V° a � W � w a / '�� ° � a� FH� PROPOSED FIRE HYDRANT CAUTION ! ! ! � , � / 1 - DUCT BANK STUB coNTACT �-800-�ic-TEss N � \ DUCT BAN STUB F�� � a �a � �/ ss SS SS � � ° � �S/ RELOCATE EXISTING DUCT �8 Hou�s PRioR To coN,rRucTioN o � d � � a . � //�— _ \ wi��,� �p SSMH PROPOSED SANITARY o \ � ��\ � Q � g ss � � 9� e aa BANK PULL BOX � i \ ��� . � a , � CONNECT TO EXISTING � Q d a �Q g `�-� � � �, FH 6" w t�----_,__ MANHOLE REVISIONS � � DUCT BANK STUB � a '� � INSTALL FIRE ° a , , � ss \`� w � o a ATER � PROPOSED STORM INLET Q � � p �� � �� � < � �DEPARTMENT ' �' REV N0. DATE DESCRIPTION �� '��;, CONNECTION , , ° � �� INSTALL: S � ' ' c FDC,u. 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GRAVEL BAGS: UV PROTECTED FILL WITH GRAVEL OR ON SITE DIRT. �� � � � � � � � � � � � � � � � • _ �� � � '"���-��� � � 4. GRAVEL BAG PLACEMENT: ENDS, TOP AND CENTER. � �� ��� � �� � �� � � � � : �� � � -- � � -� szs � � � — — — — — — REVISIONS 50' Min. U / / / �/ � � / / / / �/ / � _ — — �,_�� - � _ _ _ _ •..,• �� � � � � � � ADVANTAGES: REv No. �aTE DESCRIPTION / � , , •� 625 , � �� V � ���-- Concrete eoulder Type Rip Rap, A) EASE OF INSTALLATION �� ; '/ / ///// /// � / � � � � � � , �� \ � ` Grade to Prevent Runoff from B) EASE OF MAINTENANCE o � � � � / / . , , � � Leaving Site C HINGED AT TOP AND BOTTOM TO FIT MOST CURBS � -�� ///////// / / � � � � • � / I � � � \ �� ` FiRer Fabric D) CAN BE REUSED a°, _ /� �//�:� / i . � / / � • . � � � � / �_,. _ � � : / --,__ � a ,, ` � �. ` \ � � L � � p_ ap� s � N �R�A� � HEAVY DUTY CURB NLET PROTECTOR � s ° �^ � D r, � �s � FABR�c� y . �, , , , • �� ��(�R � Existing Grade o' - � PROFILE Roadway LEGEND DRAWN eY: o G�F PE1 AppRT �i SBE�6-��� \ \ EXISTING CONTOUR LINE CHECKED BY: Y FILIER FABRIC MATERIAL SECURELY o T� \ I FASTENED TO THE POSTS OR (IF USED) � �� 1HE WIRE MESH. � _ _ 50' Min_ _ _ .c , � � STEEL POST a 650 PROPOSED CONTOUR LINE DATE: o APPROXIMATELY 8" OF FILTER I Transition to Roadway� M �. � � FABRIC MATERIAL MUST EXTEND � - p , � � � � � � SILT FENCE PROJECT NUMBER: -o �,� - - � INTO A TRENCH AND BE ANCHORED � , • Y � o`�-`' FOR ADDITIONAL STRENGTH� WITH COMPACTED BACKFILL MATERIAL o s � � STORM INLET PROTECTION ��,�- FILTER FABRIC MATERIAL MUST m � � OPG�` BE ATTACHED TO A 6-INCH RUNOFF N� _ C �, + S h e e t N O. Z/' ����� (MAX.) MESH WIRE WHICH HAS — — �y , � �N ���� ��j_ BEEN FASTENED TO THE POSTS. ��{���,��,.��,����\ � � � ' , STABILIZED CONSTRUCTION ENTRANCE �� ��,��� z �\ \ Radius(5' Min.) e . ER0SI0N C0N TROL w � ��������`'� a � APPROXIMATE 4�xa° DRAINAGE FLOW DIRECTION P LA N Z F '\������,�= � '�j � TRENCH R.O.W Z N %\��\� � — `; � w ' �� — PLAN VIEW QZ ��� 0 STORM DRAIN INLET "% STAB � ZED CON STR U CT ON EN TR AN CE °�� N STALL N G A F LTER �ABR C S LT FEN CE Cg o� �- m� �y,...-....�L � � � a,� � �`� r' ;. r t `�� estlake Town Council � �� � �'�w-....�,r'"��- TYPE OF ACTION Regular Meeting - Action Item Monday, March 28, 2016 ToP�c: Conduct a Public Hearing and Consider an Ordinance Approving a Planned Development Zoning District (PD) Site Plan for an approximately 3.75-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 generally located west of the proposed Amphitheater site, to be located near Girona Drive and Aragon Drive. STAFF CoN'rACT: Eddie Edwards, Director of Planning and Development Joel Enders, Management Intern Strate�ic Alignment Vision, Value, Mission Perspective Strategic Theme & Results Outcome Ob'ective Mission: WestlakE is a unique community blending preservation of our natural environment and High Quality Planning,Design& Development-We are a desirable viewscapes,while serving Citizen, Student& Well planned,high-quality preserve Desirability our residents and businesess Stakeholder &Quality of Life with superior municipal and community that is distinguished by academic services that are exemplary design standards. accessible, efficient,cost- cffcctive, &transparcnt. Strategic Initiative Outsidc tl�c Scope of IdcnYificd Stratcgic Initiativcs Time Line- Start Date: March 21, 2016 Completion Date: March 28, 2016 Funding Amount: 00.00 Status - � Not Funded Source -N/A EXECUTNE SUMMARY (INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) The subject area is generally located in the northern half the 85-acre Entrada development, southeast of the Davis-114 Retail Corner site and west of the proposed Amphitheater site (see attached site map). Wrapping around and effectively screening an existing but inactive gas well Page 1 of 4 pad site, this PD Site Plan includes 22,215 square feet of interconnected retail space, 15,215 square feet of interconnected office space, and a 428 stall, three story parking garage. The Site Plan follows Entrada's overall design theme which strives to capture the architecture, livability, scale, and essential visual qualities of the Spanish-Catalonian village archetype. A PD Site Plan is required as a condition of the Planned Development zoning for this property. The PD Site Plan approval process gives the Planning and Zoning Commission, as well as the Town Council, the ability to approve ar deny a plan based on quantitative criteria as well as the qualitative criteria contained within the PD zoning for this property. The PD 1-2 zoning ordinance gives the Developer a great deal of latitude with regards to lot layout and design and encourages the Developer to be creative and build a unique development. It also gives the Town opportunities to verify that the proposed development will reflect what was presented by the Developer during the zoning change application process and agreed to by all when the zoning (Ord. 703) and subsequent Development Plan (Ord. 720) were originally approved. Staff and our consulting architect have spent many hours reviewing this site plan and related elevations against a comprehensive set of criteria described in the attached Staff Report. RECOMMENDATION Staff recommends approval of this PD Site Plan, subject to the conditions provided in the attached Staff Report. The Planning and Zoning Commission recommended approval of this PD Site Plan subject to the conditions provided in the attached Staff Report (3/2 U 16). ATTACHMENTS 1. Existing PD Location Map and PD Site Plan Vicinity Map 2. Staff Report 3. Entrada Development Plan 4. Entrada Majar Public Art Locations with Comments 5. Corresponding Ordinance for Approval 6. PD Site Plan Submittal Page 2 of 4 EXISTING PD LOCATION MAP �� �� ��4�— Q -__'—_� PD 1-2 Entrad� _ �� _-;-=--a�,� -=��4:;�.�.� 1`��'�.4� . �.,::� � '�`�� � j �y �� � 1 } %. ��, ( � y', '�� `,I n,. r �~ ;, .� ��ran r r s� - � . � "� � 11 Jrni�l � �� .��� �` � � � � �+' P D� �;��� �?�-= . il ar}r ��• ' �� —_ 'i tir� � _�—�"` tj '�---� _ �ii' -���,�='` .;vty'� �`9 �� PD 1-3 Granada ��v�. �--=---_ _ _ -- ti ��°''� �. ��" �'o �,�` �r, ���s�-�' `����'� t� F� ;%" ���,c� :,;�''\ ,� � P a� — � �.;; , � ° `��,,� �`'�,�, �- ,�`,�,�,��� '��.�r �A a� � �� � — , � ,,,., � 0��.� 4 BROK'EN 6ENR �ft �����-- k P D 1 � ,�\ a ���, :\ 0 " �� `���.� %4 p a`"�' � OAICS � �r�� ��\ ��� �� w o�q °�' L �W���� a . ���-�' R-1 0 ,.�h � Ra���.� e�.�„ ..,, �P .���_��`�� 3 �,� TO1�YN LIMIT Page 3 of 4 VICINITY MAP AND PROPOSED LAYOUT Case SP-01-20-16 ,�K'��,� ;• �. -^ -'���"'+� „4;,;�„�...,, ti-�. --.��, --tY,f �"a"c �+". ,.�,.",�"'^: �-�.�"`"," �",,,.- �'- ���. � � '*i�c �'h h .�°^ �.r,. iA��� ,_ _ A !� 'I'.�r 'ti�. "+..°N..�^4 h�-b���N _'+�,�'h � _ �i.-� '��y_ 4 Myh't�'?a 1 t�y� cy� '+, . '+a..y . s � - �� h.�+. '4+a �.�"n`S R._ -... . h. '' 4Rx'+ +y�.hy�" �u.ys� �y� � ,� � � ��� . � .�.{� ��h �� ���,. � � ��� � � k r�•� -- �� � �,$ � ���,�� ��-:" i�` �� , �ti . . 1 �.(' �r_ 1 C +—. ;��� 5� . �.. . ��r4. � .. r_ v�� ���i� � _ � . �� .���� . i. . ^ �' � � ; �_ � , � �� �� �, '�; - ' . . .. , �� 1 . ' � . .r ." " . . . . ' S. , � .� ,��, k ,t. '� �� :iri: _—_ � �t '�..� 4 � 1M�a yP���'���/ `a�:p,'. `s�: .� 1` �,�c. /� . � V' � Y �� �r�������uN�i4[,y�►i�► � N �` � ���� r - � -..Qdq#4�kt�4i��`!� �::/ �'����' �� ��� -_ ��rs e�a�� _ _- � \ �� �� � / � ' � j /� `--._� f � � I d. � -` -_� �, �?;_ z���.—;:' _- � , � �' _ _ ,��f�F';oY C_Uf3 n 'o - - � a� � eoa .uwrs uae�� GmeRery GdF � � �` � Cou�s+° � � '�►'�r 1�4 c,a' ��ov� �� �c �� � ��� w � u+ ss � � k � � J WESTLAKE � r, �w+,� � �� � A I � 51�E „� N B� � ��LMIA �� DovE ROM � 9�'',r � �� �-"�� � Page 4 of 4 ��y _f �t�, � ff r �� � '; TOWN OF WESTLAKE, TX x � � � r '• r ,� * �`-�`w"� STAFF REPORT TO TOWN COUNCIL Date: 3/28/16 Request: Review and Approval of a Planned Development (PD) Site Plan Agenda Item: Conduct a Public Hearing and Consider an Ordinance Approving a Planned Development Zoning District (PD) Site Plan for an approximately 3.75-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 generally located west of the proposed Amphitheater site, to be located near Girona Drive and Aragon Drive. CASE INFORMATION Development Name: Westlake Entrada Location: The subject area is generally located in the northern half the 85-acre Entrada development, southeast of the Davis-114 Retail Corner site and west of the proposed Amphitheater site (see attached site map). Owner: Maguire Partners-Solana Land, LP (Mehrdad Moayedi, Centurion American) Applicant: Michael Beaty, Entrada Project Manager Developer: Centurion American Development Group Site Size: 3.75 acres, shown as part of Block B on the Entrada Final Plat. Approved Use(s): The subject PD Site plan shows retail, office, and parking garage uses which are permitted under Entrada's zoning as set out in Ordinance 703. Summary: This proposed PD Site Plan places additional commercial and parking capacity at the heart of the Entrada development while effectively screening the inactive gas well pad site. The plan layout includes 22,215 square feet of interconnected retail space, 15,215 square feet of interconnected office space, and a 428 stall, three story parking garage. The Site Plan follows Entrada's overall design theme which strives to capture the architecture, livability, scale, and essential visual qualities of the Spanish-Catalonian village archetype. The purposes of a PD Site Plan are to ensure that the development of individual building lots, parcels, or tracts within the Planned Development Zoning District or Planning Area are consistent with the approved Concept Plan and Development Plan, and to ensure that the standards applicable within the Planned Development Zoning District and/or Planning Area are met for each such lot, parcel or tract. The following sections detail the requirements that must be considered when evaluating this PD Site Plan, the architectural challenges associated with this submittal, and staff recommendations. Note that the individual lots shown on this PD Site Plan are proposed, not existing, and must be reflected on an approved amended Final Plat prior to the issuance of any building permits for vertical construction. I. ZONING RELATED REQUIREMENTS APPLICABLE TO THIS PD SITE PLAN Ordinance 703, which established the zoning requirements and development regulations for the PD1-2 Planning Area, applies to this site plan. The uses shown on the PD Site Plan are permitted by right under this district's zoning as shown on the Land Use Schedule included in Ordinance 703. This ordinance also imposes certain requirements on building materials, roofing materials, and the pace of development of residential to commercial structures. Included in the zoning regulations which govern development in this Planning Area are: ■ Development Standards for Planning Area 2, PD1-2 (Art. III, Ord. 703) ■ Design Guidelines for Planning Area 2, PD1-2 (Exhibit "4", Ord. 703) ■ Roadway Design Standards for Planning Area 2, PD1-2 (Exhibit "5", Ord. 703) ■ Concept Plan for Planning Area 2, PD1-2 (Exhibit "2", Ord. 703) In addition, at the time of the adoption of Ordinance No. 703 setting the zoning for PD1-2, the following Staff recommendations were adopted by Council that apply to this Site Plan: ■ Dedication of water and sewer easements for public lines. All on-site and off-site water and sewer improvements necessary to serve the development are the developer's responsibility. ■ A detailed landscape plan and parking plan must be submitted with the Site Plans. ■ Sidewalks and trails internal to the site will need to connect by access points to sidewalks, trails, or pubic rights-of-way on the perimeter of the site as well as to sidewalks or trails on adjacent tracts. II. RELATION OF PD SITE PLAN TO APPROVED ENTRADA DEVELOPMENT PLAN The Town required the Developer to prepare a more detailed instrument, known as a Development Plan, for the entire 85-acre Entrada tract prior to any PD Site Plan submittals. PD Site Plans must comport with the approved Development Plan (unless the Development Plan is amended with Town approval). In effect the Development Plan becomes a master site plan, meaning that all the site plans for all portions of the site must fit within the template created by the Development Plan, with allowance for minor changes in configuration if said changes are considered beneficial by Town staff and consulting architects. The Development Plan for Entrada, as recommended by the Planning & Zoning Commission and adopted by the Council in Ordinance 720, has several attached conditions for approval. Relevant to the subject PD Site Plan are the following additional conditions: ■ All structures adjacent to the water, including those involving fee simple ownership, must be handled dimensionally to maximize an aesthetically pleasing adjacency and interaction with the water. Page 2 of 8 ■ All site plans submitted subsequent to approval of this Development Plan shall comport to all the design standards and guidelines as set out Ordinance No. 703. ■ A Lighting Plan must be submitted for this Development Plan that meets the requirements of the Section 14 of the zoning ordinance for this site (Ordinance No. 703) as well as Chapter 102 of the Town's Code of Ordinances. This plan should emphasize use of bollard lights along trails, plazas, and gathering areas. It should also emphasize shielded low intensity down lighting for parking lots and intersections. (Note: Lighting Plan approved by Town Council on 12/14/15) ■ A Master Landscape Plan for all common areas, right-of-ways, public and private open spaces, and Town Edge Landscape zones must be submitted along with the next Site Plan and before any buildings permits are issued, other than the Site Plan and building permit for the Sales Office. (Note: Master Landscape Plan approved by Town Council on 12/14/15) III. RESIDENTIAL TO NON-RESIDENTIAL DEVELOPMENT RATIOS Ordinance 703 established ratios of residential to non-residential construction to prevent uneven development and ensure that residential uses are not prioritized over retail, office, or other uses. The pace of residential development within PD 1-2 is as follows: ■ First Year of Active Development: Developer is entitled to ten (10) residential units initially. After the initial ten (10) units, Developer is entitled to units eleven (11) through (30) after 45,000 non-residential air conditioned square footage is permitted. "First year of active development" is defined as beginning on the date of the issuance of the first vertical building permit for PD Planning Area 2 (PD 1 -2). ■ Second year of active development shall not exceed an additional sixty (60) residential units. Third year of active development shall not exceed and additional eighty (80) residential units. Year four of active development and subsequent will be based upon the 1500:1 ratio. From Residential Unit 31 forward, Developer must demonstrate to the Westlake Building Official that the 45,000 air-conditioned square feet of non-residential building space is substantially completed, and that for Residential Unit 31 forward, Developer must also demonstrate to the Westlake Building Official that a ratio of 1,500 sq. ft. of non-residential use building space has been permitted for each additional Residential Unit permitted. ■ Developer is to maintain a database illustrating conformance to this requirement to the Westlake Building Official and include an up-to-date report with each new Residential Unit building permit application. Non-residential use buildings must be substantially outwardly completed within six-months of being included in the 1500:1 ratio, which is 1500 square feet of non-residential to each Residential Unit calculations. The following table lists non-residential buildings and their associated square footage approved via the PD Site Plan process for the Entrada development to date, plus the buildings and square footage included in the subject PD Site Plan: Page 3 of 8 Building Use SF CVS Retail 12,900 . . . • 1 1 Primrose Institutional 12,070 . . . � � Starbucks Restaurant 1,900 Sales Center Office 3,300 Retail 1 Restaurant 1,300 Office/Retai I Office 7,328 Office/Retail Retail 17,320 � . � . . . Restaurants West Restaurant 14,951 Restaurant Center Restaurant 5,020 Restaurants Easat Restaurant 7,380 • . . . West Building Retail 22,215 North Building Office 15,215 . � . . - � Stage Building Entertainment 8,328 Ticketing Building Entertainment 4,231 Concessions Building Entertainment 3,456 Upper Mezzanine Entertainment 4,362 � . . . � Grand Total 141,276 Including the proposed Restaurant Row, Gas Pad Area, and Amphitheater square footage, up to 30 residential units may be permitted this calendar year, assuming at least 45,000 square feet of non-residential, air conditioned space is permitted within the year (i.e. construction drawings are approved and a building permit is issued). An additional 60 units may be permitted next year assuming that 135,000 square feet of non-residential, air conditioned space is permitted within the year and the Developer can demonstrate that 45,000 square feet of non-residential building space is substantially completed. Note that in addition to meeting residential to non-residential ratio requirements, all residential units must go through the PD Site Plan process and permitting process before construction can begin. The developer currently has two residential PD Site Plans in the pre-submittal stage and one in the review stage, each Site Plan containing six houses. IV. ARCHITECTURAL REQUIREMENTS & CHALLENGES SPECIFIC TO THIS PD SITE PLAN The Town is provided strong aesthetic/architectural controls via design guidelines in the zoning regulations that apply specifically to this Planning Area. The guidelines go into great detail, covering architectural requirements, construction methods, aesthetics, and allowed/prohibited materials for everything from window sills to retaining walls to exterior door hardware. These design guidelines are the most powerFul tool that the Town has to ensure that the Entrada development is built to the high standards discussed, represented, and agreed to by the Page4of8 Developer during the zoning process. The Town receives this control while providing the Developer zoning entitlements (i.e. uses) that grant the Developer great latitude and flexibility in permitted and special uses, as well as dimensional setbacks and no building FAR (floor to area ratio) density requirements. Accommodating the large mass of a parking garage was the central issue in development and design of this Site Plan, which presented three challenges: 1. Mass: Unlike the Restaurant Row or Amphitheater, it was not possible to break this large plate up into smaller plates. Therefore, it was determined that the parking structure should be treated as a "public building" (such as a Basilica or Coliseum) and articulation of the floors as well as articulation of the corners would be the essence of the design. 2. Length of facade: Despite the "public structure" approach, one elevation seemed very expansive. Therefore, some projection of a smaller form was applied where it was possible given the minimum space between building plane and curb. 3. Style elements: Success as a public structure required more attention to window surrounds and other architectural details. Note that the vertical articulation of the parking garage structure does not meet the building articulation standards specified in Section 102-121(c) of the Code of Ordinances. These standards were put in place to discourage large blank building facades (i.e. the "big box" look), but in this case the architectural quality of the structure is actually harmed by requiring vertical and horizontal articulation at specified intervals. Staff and the Town's consulting architect are recommending that this requirement be waived as permitted by Section 102-121(c)(1) of the Code of Ordinances. This recommendation has been incorporated into the corresponding ordinance for approval. The final rendition of a PD Site Plan submittal is the result of a review and revision process that includes several steps: 1. Town staff, consulting architects and engineers receive, review, and comment on the first submittal. Comments identify the ways in which the submitted design falls short of the Catalonian Archetype and provide recommendations for improvement. 2. Town consulting architect meets with Merriman Associates Architects, who are leading the design process from the developer side, to review the comments provided by Town and sketch ways in which these comments can be reasonably addressed. 3. Merriman provides a revised PD Site Plan incorporating staff recommended changes. Town staff and consultants review and provide additional comments. 4. Merriman makes final revisions and submits to Town for review. At this stage any remaining comments should be easily addressed and minor in nature. 5. The final PD Site Plan Submittal is delivered to the Town for inclusion in Planning and Zoning Commission and Town Council agenda packets. Page 5 of 8 As this process is repeated, it is anticipated that the design review process should get progressively more efficient as Merriman gains a greater appreciation of what the Town is looking to create and built structures begin to serve as reference points. While PD Site Plans are an important element of the design and quality control process, they are not a final approval for construction. Note that: 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. V. PARKING Required parking for the retail and office structures is provided by the proposed 428 stall parking garage on the west end of the site. Parking garage ingress and egress points are located on the north and south ends of the structure. An additional 37 spaces of surFace parking are located on the east side of the site behind the retail buildings. The gas well pad site itself, which is currently inactive, may also provide a substantial amount of parking. The developer is currently in negotiations to purchase the mineral rights associated with the Entrada development in order to secure the well site for parking uses and possibly future development. Note that a Certificate of Occupancy will not be issued for any building shown on this PD Site Plan prior to the availability of adequate parking (surface, structured parking, shared parking agreements, or some combination thereof). This requirement is included in the staff recommendations listed below. VI. PUBLIC ART There are no public art opportunity areas shown on this PD Site Plan. However, the approved Development Plan does show two potential art opportunity areas on northwest and southwest ends of this area. The Town's consulting architect and developer staff continue to consider a number of areas and styles of public art that will enhance the built environment. Public art areas will be developed according to the development plan and the attached Major Public Art Location Map. VII. SIGNS & WAYFINDING Wayfinding and monument signs are not shown on this PD Site Plan, but will be approved separately as part of a comprehensive sign package currently under review by Town staff and consultants. VIII. STAFF RECOMMENDATION Staff recommends approval of this PD Site Plan subject to the following conditions, which have been incorporated into the corresponding ordinance that is being considered for approval: Page 6 of 8 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 the 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 in Ordinance 703 and Ordinance 760. 4. Town Staff will review and approve a materials sample palette that shall be presented at the time building plans are submitted for review and said materials must comport to elevations as presented to the Staff and the Planning & Zoning Commission. 5. Landscaping and planters shown on PD Site Plan drawings submitted by the Developer's master architect, Merriman and Associates, be of substantial size, as shown on said drawings, including six (6) inch caliber Italian Cypress in the planters. 6. Solid waste collection area(s) will reflect a "shepherd's hut" type architecture and will be approved by Staff at the time of building permit application. 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 amended Final Plat prior to the issuance of any building permits for vertical construction. 8. A Certificate of Occupancy shall not be issued for any building shown on this PD Site Plan prior to the availability of adequate parking (surFace, structured parking, shared parking agreements, or some combination thereof). In addition to the conditions recommended by Staff, the Planning and Zoning Commission recommended the following additional condition which has been incorporated into the corresponding ordinance that is being considered for approval: Page 7 of 8 9. The building articulation of the parking garage structure shown on this PD Site Plan is approved by the Town Council pursuant to Section 102-121(c) of the Westlake Code of Ordinances. Page 8 of 8 G �a 5� Q � �4 � �+ �"' �N �� Z �� ��� W ���� f ��� ��� �o� �� ��� �� 400 0 ]00 400 600 Feel ��� SCALE:1"=200' l �'� reu-vo��e'x"o� . �/ rer�-ra�e•x�a, /� �� L H d 8 N D � \ C.R.F. Capped Rebor Found -�� Overhead Power Lines �50�B• S 71'I1�39�6 C.R.S. Capped Rebor Sel E— Down Gu Wre C.M. Control Monummt Y �� _ • S 77'S'/�00�S � Mon Alonument —��3— Existing Contours 74Z18� �� BM i Benchmark FH- -b Fire Hydrant 1�5 Proposed Contours Z Z f� WM- � Water Meler Q N 1CP9'40 B WV- pd Woter Valve Concrete Pavemen� U V Y�W( 9E2.7�� TAT F H W/L Water Line � Aspholt Povement Q �q �a g r FMfl TE%AS LIMREO>Al1TNE0.5HIP �� Uh� ICV- a Irr gal on Con�roi Volve m �A� w�.�aias,ac nei - � -� --� •,r yy SSMH-O San lary Sewer Manhole �`- Wood Fence 0 U Q m m� o.a T.c T. mv. �7. � -.-., // CO- � San'tar Sewer Cleonout - - Q Q ..:�rs (�j' . . � -' � "•� y �� Cha n Link Fence �}a�� 't--- UP- {7 U[I ty Pole � p G �� ���s � � � � LP- 1'{ Lght Po1e x--x—x- Wre Fence � N c� u.V N f8'fI'25'B � �.��.i \ � Tc m oi c��c �? ¢��z� V .,/ �w S 7f•36'ES'6 /� ° �nasa�r wm� Z'� �o�� 185.96' Tp ToP o1 Pavemeni Y w ao �,� � MERCIAL� pARKIN �3.B5� �� TW To ol Wall N . pyWk . . ": __ P � Exstmg Tree a O¢ �GARAGE _ ->- // � w FG Pinished Grade �,� Z F� R=U31.56� �, <.s� �.:. � / • � � � � � ��i � � U.E. 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H07EL \ _•'.�'� �PARKING n �., ��MT Z �a 5 �� m. � � a,�s: -f: q 9 a G A R A G E e �.:,w.' 6�'48'10'6 �, c� Q �8- : AF. s � ,` � � �r, \ �_ „ y` � s r o y �s N 24' w�ue wrc a on►t�wa J .: .�'� \ J ».�, ,60 , a � ED U ' ' \ (qy - / � � A 5 / S 64'6P'25'S �, o a ;e; M�%� R_ a,� ,,,.. .9,n g� �io-��a.� _-708.00 �e. � s � C PARKING� \/I y b .., ' .•`a re :�y.ss 56.55 ha�cwux . ' `� u 19. ��e � ��.�.�. , °ar' HOIEI GARAGE � ED U 6�s e ����.,� � , � Z J ' { I.�56� � L ' - . " . PLA2A . • , :e;, LC 9P'S3�E I ,.�? �y;c a y 5 \ AREA �� ry '� iiy e' u e ,� a .u, :x�:�ss � al. �� D.I I� G ADA � {� '.� " � . . "°'y ��„� � ODMIILlrflNO AT N16�lClION! 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'�.� •- _�*�.�, f�MA�• ..� �� �- �4 . ��� .d � �� � �E � � ���� �r ��� POTENTIAL PUBLIC ART LOCATIONS • • � ��---� �' E. l�i�is would be better placed as ti �_'��•;,t'r,,l+ � ; , . • �► � 1 ,:�; ,,� , ,,,�• � - part of the Amphitheater fare- � , �� This piece seems rer�ote. It � ��laza. �iere people at the theater �. See ccer�,����nt ;t,r C" i},i� �' r. " �' rnay be appropriate if thework is -�,. ' �.� vr restaurant ean more intima'tely • fun�tions like a developmer�t sign ,� ' parta�uCarly suited to the uses in ,; � .� experience tF�e work tfiis location. and will be r�isually contrasted � . � '•�.. with the CV5 signage. Mo+re tv 1 �,; `�- , , __ here ' . ��E � � ! ,: •, -- �.t, •��• - � _ ,; � ,' ---I� ��`.� 1 ' � ,` � '�'"1"� �!� ;�+ . ,E,�� { �I y f r - �� 1,1 �,� t;i ��^ �� ;���' x - wi~ _Y �� ,y {� �}��r ` . <_ i � • Z � � �" _ �� , \;� �r � 4 � ' '' {` ��� � �y�" . h � i y` �� �� . ` �o��`�,� �"' � .y '0 � ' - �: + �► :.�' �, ���` i � '{•+ '� I • �`�?�,:ti ~ � a. According to the Art ' +'• ���'� I �ransect,this should be arz '� , . � - C, Public Art implies that the vbewer ! � �'c�rier�tationJs�ab-Area e�ssociatian'" �, — has an interactian with the artw+ork as �� :�rark. This care be several iyp�es of �.qccordir�g to the public F�rt , they rnake use nf tF�e public domain. :�rork however;at�o�sject - � ``t'- •�nsect,this should be a "Focal � Unaike A or B a wark in this location is �C,� re,�resentateonal or abstract piece ��Pfinitian"wark. Such a work can k�e a "drGve by�riece"offering no real =hould be used.[7rie�Eatican �,�j��t regresentation�l,objeet interaction potera#ial�nd as suCh is �..� �`ecessitates t�at there is a =:�straci, mechanecal,pr a fountain ., � � � nvt feally Pu�[ic Art. �t f�nctiens as a ,�r.+`• �ecvgnixable aspect to the work �fater work.This could ad�o be an more of a sign than an artr�vark.It T�.� =J�:ocia�ed with the Incation, "I�t�r�ctiv�'" �ipcp. kvould be best for this pie�ce to be: . ` +,� � � �'� 1. In the street(m�dian}rrvhizh ,3t 1" {" •; , � ,. '. � _ ` � ,"�, , y • � requires t#�e driver ta drive _ +►.,�M__ ,��_ _ _� �._�� • around it. 2. In the water where it becomes part vf the waier experience. 3. Alpng a irail o�in a pu'bfi� gafhering area. TOWN OF WESTLAKE ORDINANCE NO. 778 AN ORDINANCE OF THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS, APPROVING A PLANNED DEVELOPMENT DISTRICT (PD) SITE PLAN FOR A PORTION OF PLANNED DEVELOPMENT DISTRICT 1, PLANNING AREA 2 (PD1-2), ESTABLISHED BY ORDINANCE 703 FOR THE PROPERTY GENERALLY LOCATED ON THE SOUTH SIDE OF HWY 114, EAST OF DAVIS BOULEVARD, AND NORTH OF SOLANA BOULEVARD, COMMONLY KNOWN AS WESTLAKE ENTRADA. PROVIDING AN EFFECTIVE DATE; PROVIDING A PENALTY CLAUSE; AND PROVIDING FOR A SAVINGS CLAUSE. WHEREAS, the Town of Westlake, Texas is a general law municipality; and WHEREAS, the Town Council of the Town of Westlake finds it necessary for the public health, safety and welfare that development occur in a controlled and orderly manner; and WHEREAS, there is located within the corporate limits of the Town of Westlake an approximately 85.9-acre tract of land known as Planning Area 1-2 (PD 1-2), bounded by Solana Boulevard to the south, FM 1938 "Davis Blvd."to the west, and State Highwayll4 to the north, (Exhibit A), on which a mixed use development is underway; and WHEREAS, because of the size, location, and natural features of Planning Area 1-2 and the Town's need for public infrastructure, amenities, and services, the Town has a critical interest in the development of Planning Area 1-2 and is encouraging such development to the highest possible standards of quality consistent with the Town's long-term development vision; and WHEREAS,because of improvements to FM 1938 (Davis Blvd.), further urban growth throughout the region, and other changed conditions that affect the region, the Town believes there are unique and significant opportunities for new and unique mixed-use development within Planning Area 1-2 that will be consistent with the Town's long-term development vision; and WHEREAS, the Planning & Zoning Commission held a public hearing upon the application of developer Centurion American to amend the Comprehensive Plan to establish PD 1-2 and approve zoning for PD 1-2 on April 15, 2013, as well as the Town Council held a public hearing on this same application on April 22, 2013 after written notice of such hearing having been sent to owners of real property being within 200 feet of the property and notice being published in a newspaper of general circulation in the Town and posted in accordance with the Texas Open Meetings Act, all in accordance with law; and subsequently adopted Ordinance 703 establishing zoning regulations far PD1-2, now commonly known as Westlake Entrada; and Ordinance 778 Page 1 of 8 WHEREAS, following provision of proper legal notice, including written notice to owners within 200 feet of the subject property,published notice and posted notice in accordance with the Texas Open Meetings Act of public hearing, a public hearing was held on March 21, 2016, by the Planning and Zoning Commission (Commission) whereby the Commission recommended to the Town Council approval of the PD Site Plan depicted in attached Exhibit B subject to certain specific conditions; and WHEREAS, following provision of proper legal notice, including written notice to owners within 200 feet of the subject property, published notice and posted notice in accardance with the Texas Open Meetings Act of public hearing, a public hearing was held on March 28, 2016, by the Town Council; and WHEREAS, the Council believes that the interests of the Town, the present and future residents and citizens of the Town, and developers of land within the Town, are best served by adopting this Ordinance, which the Council has determined to be consistent with the 2015 Comprehensive Plan and its Land Use Map, Thoroughfare Plan, and Open Space Plan, all as amended to date; and WHEREAS, upon the recommendation of the Planning and Zoning Commission and after a public hearing, the Town Council of the Town of Westlake, Texas, is of the opinion that it is in the best interests of the Town and its citizens that this PD Site Plan, depicted in Exhibit B, should be approved and adopted. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS: SECTION 1:That all matters stated in the preamble are found to be true and correct and are incorporated herein as if copied in their entirety. SECTION 2: That the Town Council of the Town of Westlake, Texas does hereby approve the PD Site Plan shown as attached Exhibit B and located in PD 1-2 which is an approximately 85-acre tract located south of Hwy 114, east of Davis Boulevard, and north of Solana Boulevard, as reflected in Exhibit A, also attached hereto. The PD Site Plan shown on attached Exhibit B is approved subject to the following conditions: a) Fulfillment of all zoning requirements for this PD1-2 district set out in Ordinance 703 in addition to the conditions accepted by the Town Council at the time of zoning approval (Apri122, 2013). b) All the Development Plan conditions for approval established in Ordinance 720 (adopted October 28, 2013) apply to this PD Site Plan. c) All building elevations shown on this PD Site Plan include the requirement that structures meet all aspects of the Entrada Design Guidelines established in Ordinance 703 and Ordinance 760. Ordinance 778 Page 2 of 8 d) Town Staff will review and approve a materials sample palette that shall be presented at the time for building plans review for a building permit and said materials must comport to elevations as presented to the Staff and the Town Council. e) Landscaping and planters used around the CVS building per drawings submitted by the Developer's master architect, Merriman and Associates, shall be of substantial size, as shown on said drawings, including six (6) inch caliper Italian Cypress in the planters. � Solid waste collection area(s) will reflect a "shepherd's hut"type architecture and will be approved by Staff at the time of building permit application. g) 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 far 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 amended Final Plat prior to the issuance of any building permits for vertical construction. h) A Certificate of Occupancy shall not be issued for any building shown on this PD Site Plan prior to the availability of adequate parking (surface, structured parking, shared parking agreements, or some combination thereo�. i) The building articulation of the parlcing garage structure shown on this PD Site Plan is approved by the Town Council pursuant to Section 102-121(c) of the Westlake Code of Ordinances. SECTION 3: It is hereby declared to be the intention of the Town Council of the Town of Westlake, Texas, that sections, paragraphs, clauses and phrases of this Ordinance are severable, and if any phrase, clause, sentence, paragraph or section of this Ordinance shall be declared legally invalid or unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such legal invalidity or unconstitutionality shall not affect any of the remaining phrases, clauses, sentences,paragraphs ar sections of this Ordinance since the same would have been enacted by the Town Council of the Town of Westlake without the incorporation in this Ordinance of any such legally invalid or unconstitutional,phrase, sentence, paragraph or section. Ordinance 778 Page 3 of 8 SECTION 4: That this Ordinance shall be cumulative of all other Town Ordinances and all other provisions of other Ordinances adopted by the Town which are inconsistent with the terms or provisions of this Ordinance are hereby repealed. SECTION 5: Any person violating any of the provisions of this ordinance shall be deemed guilty of a misdemeanor offense and upon conviction thereof shall be fined in a sum not to exceed Two Thousand Dollars ($2,000.00) for each separate offense. A separate offense shall be deemed committed upon each day, or part of a day, during which a violation occurs or continues. SECTION 6: This ordinance shall take effect immediately from and after its passage as the law in such case provides. PASSED AND APPROVED ON THIS 28th DAY OF MARCH 2O16. ATTEST: Laura Wheat, Mayor Kelly Edwards, Town Secretary Thomas E. Brymer, Town Manager APPROVED AS TO FORM: L. Stanton Lowry, Town Attorney Ordinance 778 Page 4 of 8 EXHIBITS EXHIBIT A Legal Description of PD1-2 District EXHIBIT B Entrada Gas Pad PD Site Plan Ordinance 778 Page 5 of 8 Exhibit A LEGAL DESCRIPTION Le�al Description of PD1-2 District 85.9 Acres BEING a tract of land situated in the C.M. Throop Survey, Abstract No. 1510, the W. Medlin Survey, Abstract No. 1958, the William Pea Survey, Abstract No. 1246 and the Joseph Henry Survey, Abstract No. 742, Tarrant County, Texas and being a portion of Tract 2 as described in the Special Warranty Deed to MAGUIRE PARTNERS — SOLANA LAND, L.P. as recorded in Volume 16858, Page 176 of the Deed Records of Tarrant County, Texas and being more particularly described as follows: BEGINNING at a 5/8 inch iron rod found with "Huitt-Zollars" cap at the southwest corner of Lot 2, Block 1, Westlalce/Southlake Park Addition No. 1, an addition to the Town of Westlake, Texas as recorded in Volume 388-214, Page 78 of the Plat Records of Tarrant County, Texas, being on the northeasterly right-of-way line of Kirkwood Boulevard, a variable width right-of-way as dedicated by said Westlake/Southlake Park Addition No. 1 and being the beginning of a non- tangent curve to the left having a central angle of 9 degrees 13 minutes 11 seconds, a radius of 1428.00 feet and being subtended by a chord which bears North 47 degrees 49 minutes 50 seconds West a distance of 229.54 feet; THENCE along the northeasterly right-of-way line of Kirkwood Boulevard, a variable with right-of-way, as described in Dedication Deed to the Town of Westlake as recorded under instrument No. D208427746, Deed Records of Tarrant County, Texas the following: Along said curve to the left an arc distance of 229.79 feet to a '/z inch rod found with Graham cap at the end of said curve; North 52 degrees 30 minutes 14 seconds west a distance of 32.60 feet to '/z inch iron rod found with Graham cup beginning of a curve to the right having a central angle of 18 degrees 54 minutes 48 seconds, a radius of 612.00 feet and being subtended by a chord which bears North 43 degrees 02 minutes 03 seconds West a distance of 201.11 feet; Along said curve to the right an arc distance of 202.02 feet to a '/Z inch iron rod found with Graham cap at the beginning of a compound curve to the right having a central angle of 24 degrees 06 minutes 47 seconds, a radius of 812.00 feet and being subtended by a chord which bears North 21 degrees 32 minutes 03 seconds West a distance of 339.22 feet; Along said curve to the right an arc distance of 341.73 feet to a %z inch iron rod found with Graham cap at the end of a said curve; North 09 degrees 28 minutes 39 seconds West a distance of 132.24 feet to a �/z inch iron rod found with Graham cap at the beginning of a curve to the left having a centra] angle of 45 degrees 43 minutes 19 seconds, a radius of 708.00 feet and being subtended by a chord which Ordinance 778 Page 6 of 8 bears North 32 degrees 20 minutes 19 seconds West a distance of 550.11 feet; Along said curve to the left an arc distance of 564.98 feet to a '/z inch iron rod found with Graham cap at the end of said curve; North 55 degrees ll minutes 58 seconds West a distance of 190.50 feet to a 1/2 inch iron rod found with Graham cap; North 08 degrees 56 minutes 27 seconds West a distance off 21.41 feet to a '/2 inch iron rod found with Graham cap on the easterly right-of-way line of Precinct Line Road, a variable width right-of-way, as described in Dedication Deed to Town of Westlake as recorded under Instrument No. D208427746, Deed Records of Tarrant County, Texas and being the beginning of a non-tangent curve to the left having a central angle of 16 degrees 09 minutes 21 seconds, a radius of 1,432.50 feet and being subtended by a chord which bears North 27 degrees 07 minutes 42 seconds East a distance of 402.59 feet; THENCE along the easterly right-of-way line of Precinct Line Road, the following; Along said curve to the left an arc distance of 403.92 feet to a '/z inch iron rod found with Graham cap at the end of said curve; North 18 degrees 47 minutes 24 seconds East a distance of 185.36 feet to a '/2 inch iron rod found with Graham cap; North 17 degrees 03 minutes 03 seconds East a distance of 322.64 feet to a '/2 inch iron rod found on the southerly right-of-way line of State Highway 114 (a variable width ROW); THENCE along the southerly right-of-way line of State Highway 114, the following; North 60 degrees 06 minutes 26 seconds East a distance of 44.54 feet to a Texas Department of Transportation brass disk in concrete found; South 71 degrees 03 minutes 32 seconds East a distance of 254.55 feet to a point for corner from which a Texas Department of Transportation brass disk in concrete found bears North 10 degrees 48 minutes 28 seconds West a distance of 0.43 feet; South 77 degrees 26 minutes 06 seconds East a distance of 746.74 feet to a Texas Department of Transportation brass disk in concrete found; South 71 degrees 03 minutes 31 seconds East a distance of 1443.85 feet to a Texas Department of Transportation brass disk in concrete found; South 62 degrees 34 minutes 19 seconds East a distance of 404.34 feet to a Texas Department of Transportation brass disk in concrete found at the beginning of a curve to the right having a central angle of 08 degrees 19 minutes 09 seconds, a radius of 2,709.79 feet and being subtended by a chord which bears South 58 degrees 24 minutes 45 seconds East a distance of 393.11 feet; Ordinance 778 Page 7 of 8 Along said curve to the right an arc distance of 393.45 feet to a Texas Department of Transportation brass disk in concrete found; South 54 degrees 15 minutes 11 seconds East a distance of 399.24 feet to a Texas Department of Transportation brass disk in concrete found; South 64 degrees 19 minutes 50 seconds East a distance of 56.55 feet to a 5/8 inch iron rod found with "Huitt-Zollars" cap at the beginning of a non-tangent curve to the right having a central angle of 02 degrees 13 minutes 56 seconds, a radius of 2,754.79 feet and being subtended by a chord which bears South 43 degrees 17 minutes 37 seconds East a distance of 107.32 feet; Along said curve to the right n arc distance of 107.33 feet to a '/� inch rod found with "Huitt- Zollars" cap for the northeast corner of Lot 1, Block 1, of the aforementioned Westlake/Southlake Park Addition No. 1; THENCE departing the southerly right-of-way line of State Highway 114, North 90 degrees 00 minutes 00 seconds west along the north line of said Lot 1, Block 1, a distance of 2,132.54 feet to a 5/8 inch iron rod with "Carter-Burgess" cap found for the northwest corner of said Lot 2, Block 1, Westlake/Southlake Park Addition No. 1; THENCE South 52 degrees 00 minutes 00 seconds West along the northwesterly line said Lot 2, Block 1, a distance of 1000.00 feet to a 5/8 inch iron rod with"Carter & Burgess" cap found at an angle point in the west line of Lot 2, Block 1; THENCE along the west line of said Lot 2, Block 1, South 00 degrees 00 minutes 00 seconds East a distance of 168.55 feet to the POINT OF BEGINNING and containing 85.90 acres of land, more or less. Ordinance 778 Page 8 of 8 � � 0 0 � O I N � O � O Z L� U W � � � d. W C� m � Q � � Q C� Q � Q � H Z W W Y Q J �- � W � SHEET INDEX No. Sheet Title � C1 COVER SHEET �f ' ' C2 KEY MAP C3 SITE PLAN A1—A5 ARCHITECTURAL PLANS L1 LANDSCAPE PLAN M A R C H 2 016 L2 LANDSCAPE DETAILS C4 GENERAL NOTES C5 PAVING PLAN C6 PROPOSED DRAINAGE AREA MAP � C7 GRADING PLAN � � � �g WATER, STORM, DUCTBANK 8c SEWER PLAN � - a TROPHY CLUB W � �g EROSION CONTROL PLAN � � O � N DEVELOPER: J ��° � ��� r LIGHTING & PHOTOMETRIC PLAN � ��� � CRE� �� G� �BOB JAMES C� O � CENTURION AMERICAN �S, Cemeltery Golf MEqO�� �' �z Y � C11 LIGHTING DETAILS o �f��' '( J� Course � a o 0 1800 VALLEY VIEW LANE, SUITE 300 0 SUNS�.�ppHY�'��yo/ ���,qY SEMINOLE w 9� ? � � FARMERS BRANCH, TEXAS 75234 114 ��`�9 �o°P T�O,1,crFRESHMEADO`N wa Z N� � Q � \ s G� � �� �J�RNESS a x I W al <Q � Z I Q a WESTLAKE � � c� INVERNE � � � � w '� 0 > o �������I V� U � N Eny��nre��.�y, :�e�,r�cpmnn.t- �. .. .,.r�e��r�. u°'i K�NG i a �� 114 � _ ° DEVELOPER: � 0�-�° �� � a SOLqNq � a Q 0 ` The Mooreland Funds �<o°`r UMooreland Development DOVE ROAD J �,�s�9 , 1800 VALLEY VIEW LANE, SUITE 300 = `y�F � FARMERS BRANCH, TEXAS 75234 �°°a � MERRIMAM ASSOCIATES/ARCHITECTS, INC. Brown & Gay Engineers, Inc. Q TEL: 214.287.9009 ��tµ N 300 N. FIELD STREET 2 9 Dallas Parkway, Suite 204 �� CONTACT: MIKE BEATY VICINITY MAP DALLAS, TEXAS 75202 Frisco, TX 75034 � TEL: 214.347.7069 � (NOT TO SCALE) Tel: 972-464-4800 • www.browngay.com o CONTACT: JULIANNA TURNER TBPE Registration No. F-1046 � ��''}'�-�, o � ' ��, � $ � ' , Copyright 2016 � � � �'"`�, ��.-- . -- _ � yry �� :�� �I r _ - .y yy � "=s,� �_��` -�... . . , _ . . _ - S 7` yr _ _ !n j j T,.. .:y+r_'- .^ � O 'j * � '.s'.�,�y -� . ' - . �T � � � ---r �`. . __. tr�.4 . ,��y. � � � '; . ' ,� ,, ,}: w � � -, .- . �+e-t .� ,.. 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JANNEY, P.E. w ' SUITE 202 , .�� !� k ����' ,� ' , M . _ 4 '..•., ` : �, S , � TEXAS REGISTRATION N0. 108663 c�N WESTLAKE TEXAS 76262 � '�,� � t�; , APROVED } � TEL: 817-430-0941 ' '� �' ��'" �' "l�� ���,�� MARCH �o, 2016 o �:` .�._ Q z � _ - - - .z t" - � ;_ - i _ r n�.,�� r� ��,_j �J s�_ -� � ... -,— -- ._ •�u,.cy � � - -. �-. -.� ,� � # TI TLE �� � � � � � � - ,�u � � Z � _ - . _ < s- f �` ��'�� �; -�-'` � � � I � �, - _ * �4 , �.<"��� � � r- .: o = ,- _ , . . � � . . ._ � - -j" -...�`�,�� �=�, �� , .��, � .�.. -� .;�_ -�_ + �. ��� �:, ;, �; �a , � DATE , ,. „ o� �� m� TROPHY CLUB o o � � J � J '� �� O �� y �R� CRE�� 0� ��� c~—i BOB JAMES ��.`'� Medlin MEqO�� � ��� � � ��R�S�,S�� Cemete��y Golf r Y J �� Course � J o � SUN TR�pF1Y 2 FAl�yq SEMINOLE -� � � C'��i �P Vl�lq Y w= = o v� FF9 O �'p� cF FRESHMEADO`N ma m �' Q 114 G� ��y rN = a � � x � s�G '�� �NVERNESS W � 1� �O�� � I Q � i J Brown & Gay Engineers, Inc. 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TEXAS REGISTRATION N0. 108663 � �� � �/` � � �FOC � � � � / � � �� Q �� � / �� � � MARCH 10, 2016 � � � `�' ' �� �� • ° � ! � -� �— / � � � , � �' , � � ---- _ � \o � � � cAUTioN � � � � � �� � • � � , � � G[� � � �� �� Contractor to Verify exact location � • � � o & Depth of Exist Facilitles Prior to j % ��� � � ���� __� �� �� any Constructlon Activities o %� vv� , I — / a / / `, � � � I i � FOC�F � \ C/�UTI�N I I I � \\ \ �\ � J . � I \ �' � CONTACT: "I-800—DIG—TESS ° �� ��`� ,�t�,5 / � � \ \ 48 HouRs PRioR To coNSTRucTioN U � 2 �,�' Q` � � i-� � � ;��� � , � / � � ' '�`--, � � ` ��� / ��� i � �� � o REVISIONS i / I � REV N0. DATE DESCRIPTION ; � i \ \ / � l i,! � , \� \ ,� II \ ;i � � � �`� �\ � , � � � � Ap\ � / \ I a \ �r ✓ �__L \ II j � � / I 0 N — I r � � � �o � � � s N � y:-, ; ,, � ; � � � . �, �i� � LEGEND � � DRAWN BY: o ��� \ t � � / � w \ ��� �\ � \� � � � � �' A BLOCK NAME CHECKED BY: � � � � � \ � � Y \ � __ _ � o � _ 3 I \ � � \ !— i --__ ��- �G DATE: a \ � �\\ \ � o � � � ��� � j� •� � � I I 1 PROJECT NUMBER: _° � \\\ I \ � 'r 0 � �� �\ ���A� � j , � ! � �� . �, Sh eet N o. z o � o �\ � �� GRANADA �� � I I � �� I % KEY MAP w � � � \ � � w � � z~ � �� � � �N w ' \ \ � � � o�--v- � �Q � �� / � � �� � �� ��' ,, z� a � ���,� � � � ��� � � - C2 � , � � , .� � o � I _ -; , � , i �� t _ _% � r , 1 . ``'�. �\ ��'����. ��v e� i �-- I l" � � \ � � �, , , ///, mu a ` R3' R3' �___ � TROPHY CLUB ' R1 S' R3� C10 ° -� ' . J � o ~ � � . 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PER DESIGN \ �� LS PROPOSED LANDSCAPE TBPE Registration No. F-1046 ' R10' GUIDELINES � � \ K�"� Contact: Will Janney • / � � � � EXISTING STREET LIGHT o �� Tel: 972-464-483 �' . .,, . • / � . ��' G9 � �6'� 51' �\ . � 114 Copyright 201 � 7 , � ' �, EXISTING GAS METER �, ��.�0 ; Q SOLqNq r / °� < , 20 .�� - \ [ EXISTING ELECTRIC MANHOLE �,�r ,� --�" '����� � �� 4•8 WATER EASEMENT ��� � 6>`'� �' G�'J � ��� �� � � . � EXISTING SIGN DOVE ROAD J ��s� �� �� � � 9 1� 110.7� � \ �, � \ .. . S ��,T� � � R30' �0 63 ACF MIN 8'0" METAL GATE �` �� � EXISTING FIRE HYDRANT oa � ,V� .� � ����� WITH STONE COLUMNS � �, � �'�`��o � •/ , 15,215 SF 28•5� , OR AS OTHERWISE _ �a 58 , REQUIRED BY TOWN � � � ,g VICINITY MAP '' � DEN�TY=O 56 299.2 � �--�"� � OR DEVELOPER � � (Nor To sca,�E) i�E\/�LO��R / �` FFE=6�4;50 - ,, � � \ �,--�` � � c� \ a � " ., CENTURION AMERICAN �� ��.9 I �..,---'"' � � � � � �a� LINE TABLE 1800 Valley View Lane, Suite 300 � � �%''� \ � � ,. Farmers Branch, TX 75234 ^J . 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Q� � < 54,052 SF � � R25' � C11 29.03 25.00 66.53 S44° 43' 10"E 27.42 TExa,s REcisrERE� ENciNEERwc � o � � 1.24 AC � \ R5 FIRM F-1046 J � � �i��� �� \ � � 51.6 R49 R34' R10� a ° � TEXASI R GSTRATAON O.P108663 � ' / C 12 42.76 122.50 20.00 S21° 27' 20"E 42.54 al � � 22,215 SF � � ,�/ , , „ MARCH 10, 2016 � R 10' ^ � f-- C 13 13.53 77.50 10.00 S26° 27 20 E 13.51 �, DENSITY=�.41 L � � ° FFE-645.00 � �� ;��' ,� > » � � cAUTioN ! ! ,� � .\ � IS� , C15 82.03 117.50 40.00 S21° 27 20 E 80.37 r R10' `'� RETAINING & SCREEN WALL �^ R� � �� &oDe�atftooftEx st��Fac�l ties Pr or� to v>� ° � � �_;%-' ��. N I J� R5 , R68' � � �i' � /� C16 22.77 30.00 43.49 S19° 42 35 E 22.23 p any Constructlon Activities � ./ a a J< , �m \.\ ''./. > ,> "' s il tl / / CAUT��N I I I o e n .-�-�J MIN 8 0 METAL FENCE WITH STONE � ` � NOTES: CONTACT 1-80o-Dlc-TESS �, 1 6> oZ � �,�`' COLUMNS OR AS OTHERWISE REQUIRED � � 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS �8 Hou�s PRioR To coN,rRucTioN � \ ° � � �, �- \� 118.7' BY TOWN OR DEVELOPER � 1 � EXISTING FOR THIS PLAN SET 0 1� 15' � � �-- � R25' $ , , .� ; 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS REVISIONS o� �e � 6 � \ �A��->! 1 ' , � R ' � . „ • . � OTHERWISE NOTED REV N0. DATE DESCRIPTION � \ -�` , R10 % o ��' � 3. THERE IS NO PROPOSED WELL ACTIVITY WITH THIS PD SITE a < \ �_-,� "' . � . ,� ', PLAN U �' e �i� < � �. � � � < i \ " tl 59.6' a ; 58.5' 'J � '� L �, . TBM1 - "❑'� Cut in median nose located � 700 feet southeast of intersection of Davis � � � Blvd. and Dove Road. Elev. 668.96 a C�� , , � •�' � J a � / (A \ � a � \ , �7 , � �� ,� TBM2 - "❑'� Cut in median nose at intersection of Davis Blvd. and Bull Way. _ �10' �' < SCREENED • � � TRANSFORMER �_� � . Elev. 679.58 , TBM3 - ❑ Cut in median nose at intersection of Davis Blvd. and Bear Wa • l n �� y' DRAWN BY: N� o � ' � PER DESIGN " . � � J� 0 GUIDELINES ' a / �� � 10' ��� ��9 / : �,� . , Elev. 683.26 ° n 24 \ ELECTRICAL EASEMENT ��� � � v� / ' w ' � 60' . , r' � . • TBM4 - "❑" Cut in median nose located N600 feet east of intersection of Davis Blvd. CHECKED BY: �� DEVELOPER ' � '° �i�,o�� sF � ° � , .. � • , • ;,. o � � �_� A�, , .�, , and Dove Road. Elev. 648.47 � � � �� � 1 tl � . �, \ a < a e > E � R 39' '' < � . � • s . o CENTURION AMERICAN �° J °-a , , � ' ,,� ' . ' DATE: R15' I I ' ' '�; � °� ° J < ' ' . ,. : e o WATER EASEMENT d � ° "� � I . ' � 1800 Valley View Lane, Suite 300 �� � � < 1 -� G� �� � °",` a �, � PROJECT NUMBER: / -� _ � c3 � 1 � a � Y Framers Branch, Texas 7 234 � ° a < � "-�._-_ 1 ,i o Contact: Michael Beaty �� �' , . � °�d - S h e e t N O. _ � , , < U°° ,. ., • a Q j_ Z o Telephone: 214 -287-9009 R15' � ° ° ,, ; • . -U , a a " ^ a< / -- �� .� � �2 _-L . �s , � ° a v � � ' J - S I TE P L A N w � OWNER SURVEYOR/ENGINEER `� � '= � �� w Z� __.�-� . � , � w N MAGUIRE PARTNERS - Brown & Gay Engineers, Inc. }o � 5 0 0 Wes t 7 t h S t., Sui te 1 8 0 0, Fo r t Wo r t h, T X 7 6 1 0 2 �� SOLANA LAND L.P. � � Tel: 817-887-6130 • www.browngay.com WESTLAKE ENTRADA �� 9 Village Circle, Suite oo � TBPE Registration No. F-1046 I N ST R U M E N T �D 21 6 0 2 7 2 0 6 �j 3 z ; Copyright 201 �'o Roanoke, Texas 76262 �� m� F ��'�� `,,�@ �� � �p !� _� � � II 'yy . $y M � , � � � �y� �` j .� ,. � �� � r �"' - '�^ � .' ��,� J r� r� . . , � - -.. � III i �'-z r ��i �� �� �� �� � " I" . � ' � }� . ,�. , .. �� �„ + I1 �., �p } rr zs �f � rt �'r���i�� �, . � '��'�1'� ��iN �e�t ,R � �. � Yf � . � � � a 44��" �:¢��,.�' ��a'�,'� .� �.� ' ' {°.; ,� �'�y - � � i ♦�1"' '� � �� `� �°�� � `s . . � , � 3 .ti. ,�{`� � � � � ... ���� t� ���� �rtG .•�• 4� t ,' 4 . __ 1�q ',�� � �•����''� iF k . h II ,y�, e 5 ' , � � ° . i � L . . ,! � r ,j" . : �ij j� ���'��. . • ...^ ` � ��''. ,� P. �q �:. .p yP 1.,.. .+A.� :� ',�.. u'�"�^� ' I�.f� ,. � '�:��y�� �� � � . y �� '` d • �^ ,���y. ��,� � . � __ y�W '��'� "+��� 'X f:�f F S.�y ° - � . _ _ . 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J . � � .� \ � � \ (CO) 9 P 9 3" caliper U � Chin ua in Oak Quercus muehlenber ii � � . � a� -� N , . • ; . = � , � � � � ~ � a /" , ' � � � (L01) • Live Oak Quercus virginiana 3" caliper �1 . , .. , � `/ / , , 0 �, \ � L � r� � � i � � � � \ L02 ��'���'-� �� Live Oak Quercus virginiana 6"-8" caliper; � � j�� f�'� � � � ����' speciman tree � j � . ,f S � � � � � 'r„! � � � 0 0 � � � � � � cr� ^, L �j. (LE) x Lacebark Elm Ulmus parvifolia sempervivens 3" caliper �� C J� � \ �. • W �a �/ �/ '- �\ \ (VQ O Vitex Vtex Angus-castus 6'-8' hgt. � Q a y � • y (PMG) �'� Pink Muhly Grass Muhlenbergia capillaris 3 gal. �i � � � �i ��, � � � � (LMG) Lindheimer Muhly Grass Muhlenbergia lindheimeri 3 gol. /� O� . � � I TH o cs�> W 5/�, L0 1 2, �E� � O � ��p O Salvia Salvia greggi 1 al. � �' ° � q� T � o/ � f L�LOCI< B \ �q�Os / � � (MFG) Mexican Feather Grass Stipa tenuissama 1 gal. � �• , , or-ric� �qP ��`�' , � �� �`, � � 15,)1� F � ����� � � �RY) � Red Yucca Hesperaloe parviflora 3 gal. � • FFE=XXXX '� • '. ` , I (TR) � Trailing Rosemary Rosemarinus officinalis 'Prostratus' 1 gal. i Date: 01-18-16 � ��� " � , . I C�' PER O Ceramic Pot � \ '\ \ P� size varies � ,�., � . � \ �. Scale: NTS � ' . � � PER /. ��� � � \ P� � Common Bermuda Grass Cynodon dactylon Hydromulch Project No.. / � • •,, a � _) \, �+ � �J� J \ PER Thunder Turf Avoilable through Native Americon Seed Compony: DraWn b � ,/ ' ' � � •/ / P� buffalograss 82%; blue grama grass 17%; 7' J� �I / ',J a . � � curly mesquite 1% 'i ' ��• I 1/'���..�� Approved: �° � a � I � �Y � pLAN l _ }�ineyard muscadine grape vineyard 5 9a�. Revised: ' , � �) � �,�.._../ ' � `\ //� � PER public art/public art & gathering area �,% � ' � � PLAN � seating, plantings, & shade structures will be provided NIC . \ I , � as each area is developed & approved \ a . \ PER //I e i � \ I PLAN � public bench - typ. 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' __ � i ...- �, � � �� ..� . . . , —_ :_�- << F :.;•" / � � ,�,, � �SC (T�P� `��.•-.�:., � � .��� � � A!'^�"•'qREqs ' , . �, � Sheet No. � , �;�, _ �� �s � � ��\ ...:�- oo_, � , GAS PAD \ ��� �� _� . � , . �_��,� , i � � � 0 � � . << � ���� � PD SITE �, �_ �;-� i _ , � - , � a . -��— a PLAN . .;;. ....... . . .:.., f a - .. .: a � ,` . . a. , . . . . . .. . . .. . . r y:�. . , � . . ;. .. . .. , ;: • .. . . � ` . ........ > ' � . • • - ,., . , ,,,, , � . °. ' .. - , � ' _� , , � � � . . , . - - - � � - � GENERAL NOTES TOWN OF WESTLAKE GENERAL NOTES TROPHY CLUB N o � J ��O O _w`� J 1. THESE NOTES APPLY TO ALL SHEETS IN THIS PLAN SET. 1. THE APPLICABLE STANDARDS AND SPECIFICATIONS, THE CURRENT VERSION OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" ��� caE� 0� G�v �BOB JAMES PUBLISHED BY N.C.T.C.O.G. AND THE TOWN OF WESTLAKE ENGINEERING STANDARDS SHALL APPLY. IN THE EVENT OF A CONFLICT, TOWN OF WESTLAKE ��`'� Medlin MEqO�� �`' �� � 2. CONTRACTOR IS RESPONSIBLE FOR, AND MUST OBTAIN PRIOR TO CONSTRUCTION, ALL NECESSARY CONSTRUCTION PERMITS REQUIRED BY THE LOCAL STANDARDS SHALL GOVERN. THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE TCEQ, A.W.W.A., AND A.S.T.M. REGULATIONS. �5�,� Cemeter�y Golf �"r Y ,, � MUNICIPALITY. CONTRACTOR MUST HAVE A COPY OF THE LOCAL MUNICIPALITY'S STANDARD CONSTRUCTION DETAILS ON SITE.. ��R�NSE'( YG�J � FA� CourseSEMINOLE 9-� _ _ - 2. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE TOWN OF WESTLAKE. THE TOWN RESERVES THE RIGHT TO ACCEPT OR 5 ��PH ��,�°.� .P �i���r J= = o � 3. EXISTING UTILITY LOCATIONS SHOWN ARE TAKEN FROM AVAILABLE RECORDS PROVIDED BY THE UTILITY OWNER AND FIELD LOCATIONS OF SURFACE REJECT MATERIAL OR WORKMANSHIP THAT DOES NOT CONFORM TO THE STANDARDS AND SPECIFICATION OF THE TOWN. ``��" oo �'oo F FRESHMEAD�`N wW Z N Q APPURTENANCES. LOCATIONS SHOWN ARE GENERALLY SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT THE SIZE AND LOCATION OF EACH 114 �' s,G� � 4?� 'N�RNESS a X I v' W PARTICULAR UTILITY. SOME UTILITY LINES MAY NOT BE SHOWN. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ACTUAL FIELD LOCATION AND 3. ALL DISTURBED AREAS OFF-SITE SHALL BE SEEDED OR SODDED AS SHOWN ON THE CONSTRUCTION PLANS. PROTECTION OF EXISTING FACILITIES WHETHER SHOWN OR NOT. CONTRACTOR SHALL ALSO ASSUME RESPONSIBILITY FOR REPAIRS TO EXISTING \ � ��``r"�m z � Q Brown & Gay Engineers, IIIC. FACILITIES, WHETHER SHOWN OR NOT, DAMAGED BY CONTRACTOR°S ACTIVITIES. DIFFERENCES IN HORIZONTAL OR VERTICAL LOCATION OF EXISTING 4. THE CONTRACTOR SHALL HAVE ONE (1) APPROVED SET OF CONSTRUCTION PLANS ON THE JOB SITE DURING CONSTRUCTION. � � = 2 9 Dallas Parkwa Suite 204 UTILITIES SHALL NOT BE A BASIS FOR ADDITIONAL EXPENSE. WESTLAKE � � INVERNE � y, 5. THE CONTRACTOR SHALL NOTIFY THE TOWN OF WESTLAKE AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO COMMENCING CONSTRUCTION. N � Frisco, TX 75034 4. ANY CONTRACTOR / SUBCONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY � RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. SAID EXISTING IMPROVEMENTS 6. ALL PAVING AND UTILITIES SHALL BE CONSTRUCTED AND TESTED IN ACCORDANCE WITH THE TOWN OF WESTLAKE SPECIFICATIONS. , Tel: 972-464-4800 • www.browngay.com SHALL INCLUDE BUT NOT BE LIMITED TO BERMS, DITCHES, FENCES, AND PLANTS. ANY REMOVAL OR DAMAGE TO EXISTING IMPROVEMENTS SHALL BE TBPE Registration No. F-1046 REPLACED OR REPAIRED BY THE CONTRACTOR AT HIS EXPENSE AND SHALL BE APPROVED BY THE TOWN OF WESTLAKE. 7. AN ENGINEERED TRENCH SAFETY PLAN IS REQUIRED WHEN THE TRENCH DEPTH EXCEEDS 5'. K�Nc Contact: Will Janney 5. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL USE SILT FENCES (OR 8. BASED ON OUR UNDERSTANDING AND THE INFORMATION PROVIDED BY THE TOWN, THE WATER AND SANITARY SEWER LINES COMPLY WITH THE WATER o �� 114 Tel: 972-464-483 OTHER METHODS APPROVED BY THE ENGINEER AND TOWN) AS REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT AND SANITARY SEWER MASTER PLANS FOR THE TOWN OF WESTLAKE. � � Copyright 201 PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, OR LOCAL EROSION CONSERVATION, AND SILTATION ORDINANCES. � e�-�O , ' CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE WATER NOTES: a SOLqNq ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS AND � �r APPROVALS BEFORE CONSTRUCTION BEGINS. �<°� 1. CONTRACTOR SHALL PURCHASE A COPIE(S) OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION, AND FOLLOW SAID STANDARDS DOVE ROAD o,`'�`s � - 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN NEAT AND ACCURATE CONSTRUCTION RECORD PLANS. A COPY OF THESE RECORD PLANS ARE DURING CONSTRUCTION. o ��-r,� - TO BE SUBMITTED TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION. = y''`� 2. ALL WATER LINES, FITTINGS, AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST �ood � 7. CONTRACTOR SHALL USE ALL NECESSARY SAFETY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND UNDERGROUND POWER LINES. THE EDITION. ALL WATER SERVICE CONNECTIONS TO BE FORD COMPRESSION FITTINGS. ALL BENDS TO HAVE RETAINER FITTINGS (MEGA-LUG�. USE DOMESTIC �`t� a CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS SHOWN ON THE PLANS AND ALL FIELD CONDITIONS THAT MAY AFFECT CONSTRUCTION. DUCTILE IRON FITTINGS ONLY. `� 8. SHOULD DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO OBTAIN THE ENGINEER'S CLARIFICATION BEFORE COMMENCING WITH 3. ALL FIRE HYDRANTS SHALL HAVE ONE (1) HYDRA-STORZ CONNECTION AND TWO (2) 2.5" HOSE NOZZLES, SHALL HAVE A MINIMUM MAIN BARREL VICINITY MAP ' THE CONSTRUCTION. VALVE OPENING OF 5.25", AND SHALL BE PLACED ON MAINS OF NOT LESS THAN 6" IN DIAMETER. ALL FIRE HYDRANTS ARE TO BE PAINTED PER (NOT TO SCALE) ���/ELC�P'�R ARTICLE IV, SECTION 2.H.5 OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS AND AGREED TO BY THE TOWN. CENTURION AMERICAN 9. CONTRACTOR TO DISPOSE OF ALL EXCESS EXCAVATION MATERIALS AS DIRECTED BY THE OWNER. 4. UTILITY CONTRACTOR SHALL PLACE APPROPRIATE LOCATION MARKS ON THE CURBS PER THE TOWN OF WESTLAKE ENGINEERING STANDARDS. 1800 Valley View Lane, Suite 300 10. THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING WATER, OR BY OTHER MEANS APPROVED BY THE TOWN AND ENGINEER, AT NO ADDITIONAL COST TO THE OWNER. 5. ALL WATER MAINS SHALL BE PVC AWWA-C900, DR18, CLASS 150 UNLESS NOTED OTHERWISE. Farmers Branch, TX 75234 Contact: Michael Beaty 11. ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. UNUSABLE EXCAVATED MATERIAL AND ALL WASTE RESULTING 6. TOP OF WATER MAIN SHALL BE A MINIMUM OF 48" BELOW THE TOP OF CURB OR 48" BELOW FINISHED GRADE. METALLIC DETECTOR TAPE WILL BE Te1: 214-287-9009 FROM SITE CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF SITE BY THE CONTRACTOR AT HIS EXPENSE. USED. VALVES TO BE EXTENDED TO WITHIN 1 OF GROUND IF MORE THAN 48 . 12. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK. 7, FIRE HYDRANTS SHALL BE LOCATED 6' BEHIND THE BACK OF CURB (MIN). 13. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS, MANHOLES, TELEPHONE RISERS, WATER VALVES, ETC. DURING g, CONTRACTOR SHALL CLEAN THE WATER MAIN BY INSERTION OF "POLY PIGS" AT DESIGNATED LOCATIONS. COST FOR "POLY PIG" CLEANING WILL BE THE �����L�� `� � ALL CONSTRUCTION PHASES. RESPONSIBILITY OF THE CONTRACTOR. �"q"""""� • �`"''���""'"c . '`°"';r:�`r'�" 14. BACKFILL SHALL BE FREE FLOWING, FREE OF ROCKS AND LARGE CLODS. BACKFILL SHALL BE PLACED IN 6 TO 9 INCH LIFTS AT OR ABOVE OPTIMUM g, ALL DOMESTIC WATER SERVICES SHALL BE 2" CLASS 200 POLYETHYLENE. � MOISTURE AND MECHANICALLY COMPACTED TO 95 PERCENT STANDARD PROCTOR FOR ALL UTILITIES. 15. ALL PROPOSED GRADING WHERE ANY BUILDINGS MAY POTENTIALLY BE CONSTRUCTED SHALL BE AT OR ABOVE OPTIMUM MOISTURE AND MECHANICALLY 10. CORPORATION STOPS SHALL BE FULL OPEN PRIOR TO BACKFILL. COMPACTED TO 95 PERCENT STANDARD PROCTOR. ALL OTHER GRADING SHALL BE AT OR ABOVE OPTIMUM MOISTURE AND MECHANICALLY COMPACTED 11. CURB STOPS SHALL BE TESTED FOR FULL FLOW WHEN THE SYSTEM IS PRESSURE TESTED. Q X TO 90 PERCENT STANDARD PROCTOR. CONTRACTOR WILL HAVE TO COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY W ADJUSTMENTS AND / OR RELOCATIONS. 12. METER BOXES SHALL BE FURNISHED BY THE CONTRACTOR AND LOCATED 6' BEHIND THE CURB. V � W 16. EROSION CONTROL DEVICES AS SHOWN ON THE GRADING AND EROSION CONTROL PLANS FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START 13. WATER MAINS TO BE LOCATED PER THE PLANS. Q ~ OF LAND DISTURBING ACTIVITIES ON THE PROJECT. � � � 17. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THE PROJECT. CHANGES 14. METER BOXES SHALL BE ADJUSTED TO FINISH GRADE AFTER PAVING CONTRACTOR COMPLETES THE BACKFILL OF CURB. U ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE TOWN OF WESTLAKE. 15. EXTEND SAMPLING POINT 2' ABOVE EXISTING GRADE AND END WITH A 1" CURB STOP. SAMPLING POINTS WILL BE DETERMINED BY THE CONSTRUCTION � � �7 � 18. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL �NSPECTOR. ❑VERALL LEGEND � � ` w O PLAN WILL BE REQUIRED TO BE REVISED AND / OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON-SITE. 16. PIPE SHALL BE TESTED AT 150 PSI FOR FOUR (4) HOURS. z �^ FH Q v J � () Z 19. IF OFF-SITE BORROW OR SPOILS SITES ARE USED IN CONJUNCTION WITH THIS PROJECT, THIS INFORMATION SHALL BE DISCLOSED AND SHOWN ON THE 17. CHLORINATE WATER LINES AT 500 PPM FOR FORTY-EIGHT (48) HOURS. CHLORINATION IS ACCEPTABLE DURING THE PRESSURE TEST. � PROPOSED FIRE HYDRANT � Q � � � EROSION CONTROL PLAN. OFFSITE BORROW AND SPOILS AREAS ARE CONSIDERED PART OF THE PROJECT SITE AND THEREFORE SHALL COMPLY WITH THE TOWN OF WESTLAKE EROSION CONTROL REQUIREMENTS. THESE AREAS SHALL BE STABILIZED WITH PERMANENT GROUND COVER PRIOR TO FINAL 18. FLUSHING AND CHLORINATION SHALL BE COORDINATED WITH THE CONSTRUCTION INSPECTOR. SSMH PROPOSED SANITARY z � M � APPROVAL OF THE PROJECT. � MANHOLE a w � � � 20. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS GOVERNING EXCAVATION. THE CONTRACTOR SHALL PROVIDE 19. ALL TAPS ON EXISTING MAINS SHALL BE WET TAPS. NO SIZE-ON-SIZE TAPS ALLOWED. U � �,r� � DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS THAT COMPLY WITH APPLICABLE LAWS GOVERNING EXCAVATION. THESE PLANS 20. EXISTING VALVES SHALL BE OPERATED BY CITY PERSONNEL ONLY. ONCE THE NEW WATER LINE IS ACTIVATED AND PASSES BACTERIOLOGICAL TESTING PROPOSED STORM INLET � (n � � Ur W SHALL BE SEALED BY AN ENGINEER EXPERIENCED IN THE DESIGN OF TRENCH SAFETY SYSTEMS AND LICENSED BY THE STATE OF TEXAS. SUBMIT PLAN THE VALVES MAY BE OPERATED BY CITY PERSONNEL ONLY. w � J Z Q TO THE OWNER PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL ASPECTS OF WORK RELATED TO Q-O PROPOSED STREET LIGHT � Q EXCAVATION. Q � � w � SANITARY SEWER NOTES: - EXISTING TRANSFORMER Q � m � 21. THE CONTRACTOR SHALL COORDINATE OPERATION OF ALL EXISTING VALVES WITH THE TOWN OF WESTLAKE. THE CONTRACTOR SHALL BE SOLELY z � �./ W j RESPONSIBLE FOR SITE TRENCH SAFETY DURING ALL PHASES OF CONSTRUCTION. 1. CONTRACTOR SHALL PURCHASE A COPY OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION, AND FOLLOW SAID STANDARDS DURING `- EXISTING STREET LIGHT Q CONSTRUCTION. � � 22. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF GRATE INLETS EXISTING GAS METER � � � � AND ALL UTILITIES CROSSING THE STORM SEWER. 2. ALL SANITARY SEWER LINES, FITTINGS, AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE TOWN OF WESTLAKE ENGINEERING STANDARDS, � � Q � LATEST EDITION. z � 23. THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE STORM SEWER. EXISTING ELECTRIC MANHOLE Z Q � 3. THE SANITARY SEWER SERVICE LINE SHALL BE EXTENDED A MINIMUM OF 6 FEET PAST THE PROPERTY LINE. U � � O THE TOWN OF WESTLAKE SHALL INSPECT ALL PUBLIC IMPROVEMENTS. EXISTING SIGN � n 24. THE CONTRACTOR'S BID PRICE SHALL INCLUDE ALL INSPECTION FEES. AS AN ALTERNATE, THE OWNER RESERVES THE RIGHT TO PAY THE INSPECTION 4. SERVICE LINES SHALL BE 4" PVC AND SHALL BE PLUGGED AND PRESSURE TESTED WITH THE MAIN LINE. � N FEES DIRECTLY TO THE TOWN. CONSTRUCTION STAKING TO BE PROVIDED BY THE CONTRACTOR, UNLESS OTHERWISE AGREED TO BY THE OWNER. '' EXISTING FIRE HYDRANT 5. SERVICE LINES ARE TO BE LOCATED AT THE DOWNHILL SIDE OF THE LOT. �° 25. THESE PLANS DO NOT EXTEND TO OR INCLUDE DESIGN OR SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR IS ITS THESE PLANS ARE ISSUED FOR � EMPLOYEES, AGENTS, OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE SEAL OF HEREON DOES NOT EXTEND TO ANY SUCH SAFETY 6. THE TOP OF SEWER PIPE SHALL BE A MINIMUM OF 48" BELOW FINISHED GRADE. THE PURPOSE OF PRELIMINARY o SYSTEM THAT MAY NOW OR HEREAFTER BE INCORPORATED IN THESE PLANS. REVIEW AND ARE NOT INTENDED 7. THE CONTRACTOR IS REQUIRED TO PULL A MANDREL THROUGH SEWER PIPE. FOR CONSTRUCTION. � 26. SEEDING SHALL BE BROADCAST SEEDING IN ACCORDANCE WITH NCTCOG SPECIFICATIONS ITEM 3.10 "SEEDING". WHEN ISSUED IN 8. A TV INSPECTION OF THE SANITARY SEWER LINES IS REQUIRED. FINAL FORM THEY WILL BE � 27. FERTILIZER SHALL BE IN ACCORDANCE WITH NCTCOG SPECIFICATIONS ITEM 3.11 "FERTILIZER". SEALED, SIGNED AND DATED. 0 9. THE SEWER PIPE WILL BE PRESSURE TESTED IN ACCORDANCE WITH TNRCC LOW PRESSURE AIR TEST (SECTION 317.2 (a)(4)(B)). REFER TO MANHOLE a DETAIL FOR ADDITIONAL TESTING REQUIREMENTS. N 28. WATER, SEWER, & DUCT BANK WILL HAVE DETECTOR TAPE INSTALLED BETWEEN EMBEDMENT AND NATIVE BACKFILL. RESPONSIBLE ENGINEER: `� 29. THE CONTRACTOR SHALL VERIFY THE LOCATION, SIZE, AND MATERIAL OF ALL UTILITIES AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING 10. ENGINEERED CASING IS REQUIRED WHEN CROSSING STREETS LARGER THAN COLLECTORS. BROWN & GAY ENGINEERS, INC. `� CONSTRUCTION. CONTRACTOR SHALL CONTACT AND COORDINATE WITH ALL AFFECTED UTILITIES 48 HOURS PRIOR TO CONSTRUCTION. DIG TESS TEXAS REGISTERED ENGINEERING 0 11. NO SERVICES ALLOWED ON CLEANOUT STACK. FIRM F-1046 Z 1-800-344-8377 WILLIAM R. JANNEY, P.E. � 12. ELIMINATE DISCHARGE INTO THE EXISTING SEWER SYSTEM BY PLUGGING LINE AT CONNECTION. THE CONTRACTOR WILL BE BILLED FOR THE DISCHARGE TEXAS REGISTRATION N0. 108663 � 30. CONTRACTOR SHALL LOCATE AND ADJUST EXISTING UTILITY MANHOLE LIDS, CLEANOUTS, WATER VALVES AND OTHER SURFACE APPURTENANCES AS DURING CONSTRUCTION. MARCH 10, 2016 Z REQUIRED FOR NEW CONSTRUCTION. CONTRACTOR SHALL COORDINATE UTILITY ADJUSTMENTS WITH OTHER DISCIPLINES AND THE APPROPRIATE UTILITY � AGENCIES AND PROVIDE FOR ALL FEES FOR PERMITS, CONNECTIONS, INSPECTIONS, ETC. THESE ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO 13. UTILITY CONTRACTOR SHALL PLACE APPROPRIATE LOCATION MARKS ON THE CURBS PER THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST i i CAUTION ! � � THE CONSTRUCTION CONTRACT. EDITION. � Contractor to Verify exact location 31. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY MONUMENTATION AND PRIMARY CONTROL. ANY SUCH POINTS WHICH THE CONTRACTOR & De th of Exlst Facilities Prior to � 14. PIPE MATERIAL FOR WASTE WATER LINES SHALL CONFORM TO THE NOTES SHOWN ON THIS DRAWING AND TO THE REQUIREMENTS OF THE PROJECT p o BELIEVES WILL BE DESTROYED SHALL HAVE OFFSET POINTS ESTABLISHED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MONUMENTATION any Construction Activities y SPECIFICATIONS. SANITARY SEWER LINE SHALL BE SDR-35 PVC IF DEPTH OF LINE IS 10' OR LESS AND SDR-26 IF DEPTH OF LINE IS GREATER THAN � DESTROYED BY THE CONTRACTOR SHALL BE REESTABLISHED AT HIS EXPENSE. 10'. EMBED SEWER PIPE IN ACCORDANCE WITH LOCAL MUNICIPALITY DESIGN STANDARDS. � CAUTION ! 0 32. BARRICADING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE 15. WATER AND WASTEWATER LINES SHALL BE LOCATED A MINIMUM OF 9'APART CLEAR DISTANCE . WHEN SEPARATION CANNOT BE MAINTAINED, SANITARY CONTACT: 1-400-DIG-TEss LATEST EDITION OF THE 'TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", PART VI IN PARTICULAR. TRAFFIC FLOW AND ACCESS SHALL BE � ) 48 HOU�s P��oR To CONSTRUCTioN � MAINTAINED DURING ALL PHASES OF THE CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC SAFETY MEASURES FOR WORK SEWER SHALL EITHER BE ENCASED IN CONCRETE OR UPGRADED TO PRESSURE PIPE (MIN. SDR 26). � ON PROJECT. � STORM DRAIN NOTES: REVISIONS ! 33. ONSITE PLANAMETRIC AND TOPOGRAPHIC MAPPING TAKEN FROM DATA PROVIDED BY G&A CONSULTANTS CONFIRMED BY BROWN AND GAY ENGINEERS IN REV N0. DATE DESCRIPTION o JULY 2014.. 1. ALL CULVERT HEADWALLS AND INLETS TO HAVE STONE CLADDING. 0 � 34. ANY DAMAGES THAT MAY OCCUR TO REAL PROPERTY OR EXISTING IMPROVEMENTS SHALL BE RESTORED BY THE CONTRACTOR TO AT LEAST THE SAME 2. NO PRECAST CURB INLETS. o CONDITION THAT THE REAL PROPERTY OR EXISTING IMPROVEMENTS WERE IN PRIOR TO THE DAMAGES. THIS RESTORATION SHALL BE SUBJECT TO THE � OWNER'S APPROVAL; MOREOVER, THIS RESTORATION SHALL NOT BE A BASIS FOR ADDITIONAL COMPENSATION TO THE CONTRACTOR. RESTORATION 3. ALL MATERIALS AND WORKMANSHIP FOR STORM DRAIN CONSTRUCTION SHALL CONFORM TO THE NCTCOG STANDARD SPECIFICATIONS FOR PUBLIC WORKS � SHALL INCLUDE, BUT NOT BE LIMITED T0, REGRASSING, REVEGETATION, REPLACING FENCES, REPLACING TREES, ETC. CONSTRUCTION, LATEST EDITION, AND THE LOCAL MUNICIPALITY REQUIREMENTS. 0 i 35. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR T0: 4. CONTRACTOR SHALL MAINTAIN DRAINAGE AT ALL TIMES DURING CONSTRUCTION. PONDING OF WATER WILL NOT BE ALLOWED. � � ai A. PREVENT ANY DAMAGE TO PRIVATE PROPERTY AND PROPERTY OWNER'S POLES, FENCES, SHRUBS, ETC. 5. STORM PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) 18"AND ABOVE IN DIAMETER AND SDR-35 POLYVINYL CHLORIDE (PVC) PIPE OR � B. PROVIDE ACCESS TO ALL DRIVES DURING CONSTRUCTION. HIGH DENSITY POLYETHYLENE (HDPE) BELOW 18"IN DIAMETER. DRAWN BY: � C. PROTECT ALL UNDERGROUND UTILITIES TO REMAIN IN SERVICE. � D. NOTIFY ALL UTILITY COMPANIES AND VERIFY LOCATION OF ALL UTILITIES PRIOR TO START OF CONSTRUCTION. GRADING NOTES: � 1. THE CONTRACTOR SHALL ADMINISTER SPRINKLERS FOR DUST CONTROL, EARTHWORK OR BASE CONSTRUCTION AS REQUIRED OR AS DIRECTED BY THE CHECKED BY: Y 36. CONTRACTOR SHALL MAINTAIN UTILITY SERVICES AT ALL TIMES DURING CONSTRUCTION. ENGINEER IN ACCORDANCE WITH THE LOCAL MUNICIPALITY STANDARDS. 0 � 37. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING SIDEWALKS ADJACENT TO THE PROJECT FREE OF MUD AND DEBRIS FROM THE CONSTRUCTION. DATE: � 2. FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, ASTM � 38. THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIAL FROM THE PROJECT AREA UNLESS INSTRUCTED DIFFERENTLY BY OWNER OR ENGINEER. THIS D 698. IN CONJUNCTION WITH THE COMPACTING OPERATION, FILL MATERIAL SHALL BE BROUGHT TO A MOISTURE CONTENT RANGING FROM +2 PERCENT � WORK SHALL BE SUBSIDIARY TO THE CONTRACT AND IS NOT A SEPARATE PAY ITEM. POINTS ABOVE OPTIMUM TO +6 PERCENTAGE POINTS ABOVE OPTIMUM +2 TO +6. PRO,IECT NUMBER: �° PAVING NOTES: � 39 MUNICIPA IRYCTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, INSPECTION, AND TESTING AS REQUIRED BY THE OWNER AND/OR THE LOCAL 1. CONTRACTOR'S WORK SHALL INCLUDE PAVEMENT REMOVAL AND DISPOSAL REQUIRED FOR NEW WALK, DRIVE, CURB, GUTTER AND OTHER PAVING Sh eet N O. U 0° ?o FEATURES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, INSPECTION AND TESTING REQUIRED BY THE OWNER AND/OR THE LOCAL �� 40. ALL WORK IN THE CITY RIGHT-OF-WAY, PROPERTY AND EASEMENTS SHALL BE CONSIDERED PUBLIC. ALL OTHER WORK SHALL BE CONSIDERED PRIVATE. MUNICIPALITY. G E N E R A L N 0 TE S wi Z 2. PAVING SECTIONS SHALL BE SAWCUT IN 15' X 15' SQUARES. k w`� 3. PAVEMENT REMOVAL AND REPAIR SHALL CONFORM TO THE LOCAL MUNICIPALITY REQUIREMENTS. CONTRACTOR SHALL MAKE AN EFFORT TO PROJECT �o CONCRETE AND/OR ASPHALT EDGES. QQ �N 4. CONCRETE PAVING JOINTS SHALL BE CONSTRUCTED AS RECOMMENDED IN THE GEOTECHNICAL REPORT NOTED BELOW. �� �z ° 5. S I T E P A V I N G A N D P A V E M E N T S U B G R A D E S H A L L B E P R E P A R E D I N A C C O R D A N C E W I T H T H E G E O T E C H N I C A L R E P O R T N 0. M S 1 5 3 4 9 0 R 2 P R E P A R E D B Y E W I � AND DATED SEPTEMBER, 2015 mo � � ° � ° . TROPHY CLUB W � REMOVE 54 LF EXISTING CURB y ----- --;� ,_ J o � � \ INSTALL LONGITUDINAL BUTT JOINT ° �' - ����o �`��` � � / REMOVE 51 LF EXISTING CURB �R� c� � G �eoe JAMES � a " / , '`, INSTALL LONGITUDINAL BUTT JOINT ��`'� Medlin MEqO�� `` "�'�, � \ , �„s � R 3 R 3 --_.� _ 5�,� Cemetery c^ � / C/ ___ ~ � a'4�;�� �Fz'� ��( �v� Course � a o , � R��" R3� a . R3�'�� -� <,, 0 Sv�S pHY G � FAl q SEMINOLE 9-� � . � aa < � < ,a , 6 TR� C,2p� F� Vl � Y w � � rn , ' '• � , , �'F`F,9 p l,p� cF FRE A mQ o v�i � � � . � � , � �° . ^ ,� �0�. O�� � S�ME DO`�� � z � � 114 S � � . � � a ( � , J � R ^ . ^ s S��G U' �� �N�ERNES x I Y � � � � � i '" '° � ��-� ` \ � � � `��m z � � Brown & Gay Engineers, Inc. . `�3.8 ' p� '; �o � s � ��'�� a � � 9 R15' �-'- WESTLAKE � � c� INVERNE � 2 9 Dallas Parkway, Suite 204 � , , �, REMOVE 50 LF EXISTING CURB � � � � �--�` e � <,� ' � � ae INSTALL LONGITUDINAL BUTT JOINT �, o Frisco, TX 75034 / , R10 � �t Tel: 972-464-4800 • www.browngay.com REMOVE 30 LF EXISTING CURB \�'�.� / " � ' < J ,� / Q INSTALL LONGITUDINAL BUTT JOINT ��� , , a � � ` a � . TBPE Registration No. F-1046 � � �,° \ aN � � "'"� Contact: Wi l l Janne y �`'O .8' a �,;, ,-� ° � r'- / �� , � , �� Tel: 972-464-483 �.5� q\� �y' a < a a � R 0 � 0 114 Copyright 201 < , , , s < � � � n (y � a / ;.i a a � ° � . \ ♦J V�� % ��� a�,���,J° � \ Q SOLANA � / � ° `r . _ Q �� a �to� REMOVE 155 LF EXISTING CURB , �/ � � ` � \ � DOVE ROAD ��s�, � INSTALL LONGITUDINAL BUTT JOINT � < ° � � ' J ��9 � ' / �' . S ��,TF . a . ° ,,, _ '_.—' U , 1 � \ ooa �, 9 � "� `l� � �9 � � `����� ¢ - �, - _ . ,° a ° ` �'� �� � / � — � �� \ ' VICINITY MAP �� � 27,351 SF � ,� ' ;� ,R3o' ' 0.63 Ac '�� (Nor To sca,�E) i�E\/�L�F��R � 9 < . ;��a a � a � ������ —'��"� \ I �� CENTURION AMERICAN � ,---,� , � /��� � � 15,?15 �F i��`�� �� � � • 1800 Valley View Lane, Suite 300 eJ �� �< / ° < ° ' , ��' � DENS�TY=0.56 i``� � I � �° 1 ° �,i� �\ � � � Farmers Branch, TX 75234 ��° �' a, � � � FFE=6�4 50 �—� � ��' I �. �-�� '' � . Contact: Michael Beaty . a a , a e a J a � a ^ a � -I a a Q , a � ° , � ' ��:�� �{ \ / � � � , Tel: 214-287-9009 a � a ° a � 9� a ,l �� �x ��� v .° J 7 \�. X�x f � \ �� /J � a a a �a �a � ?' a ^ � a e / a �� \;\/X� a � a "1 < , a \ \ I �� � , \ ,�I���(�j �] I Q / / a .8' .�° `, a �, ( a 1 Y 1`�.J�!\���' \�� � ° R 3' < e < 1 �, �, \ J e � , / / ,< ' r` \ � � Enqinterinq � Devef:�mr,�t • ��un:truct�cn / �30 ' � J / a J \� I \ � � <� �q % � < / s a ° � \. \ % , '/� / a J" < \ I 4�� � v, �, a � �e �, ��� �, � w Q a � o x / , °�,a ,° � � \X � — j �� �� � — w � I 63,417 SF � � � a a �� , � \ ;:� � � , a � �� , ° ;� � �� 1.46 A C \ �� � � ; ° �Q ° � ,°� � � � EXIcTIN �; — � � I � ����� U � � �,� � a � a e � . � ,��, � , �\ � cHAiNu��E \ � � ���� � \ �� �� — � Q � � � \ � Horizontal Scale: 1 30 � W O '�' ,�� � �` � " � �EN����E � 51,200 SF � � a e eJ � <, � / / �, � � PER F���R \ a � a� �� � - ; � �- � / a � z W c� ' �� d ^ a�, � � � � �� �ENJITY—�_�� �� 3� 6�� � � LL �"" .J I I ♦ � ' � a° � \ � � � � .� � � c� Z � ° ,� � � � " � a � � � , a. � � /, a J �\ \ \, \ I ,;� z � � � � a � M � e V A \ � � � � w Q � ,� Q J • , � a I , U � a ' � , � , a a a e � ,�g � � / � � � , ' '� � � � � w � a , J .� �-� ��cP \ ;� \ '� `� i ��� — •;� � w J z a , �e \ � � � � o C� � — ' a ` � d ' �J � � � I � � ����� � / Q a. w � �' FFE=646.50 J � ,�` e �� �_ ` \ � \ � \I �� �� �� � � � m � � \ .. � � � , � �� 1 — DRILL ZONE \ �, �� �`� ° 0 � � W w � � � a � ���� � \ - — Q � � � � /�� PREVIOUSLY � � " \ � v , \ / � � � ,�• � , � �� m � � %� APPROVED � � �, � � a� \ ` � \ , � c� � � � � � �.,.., � � z d • �a�� /� a J • J O8 �\ i / � � � �w P� � a ,a � � , � U � � O � , ° REEZ ° a � � aa `� � � 59 \ • . � �C g . �,< , � \ ���C� � \, � C J ` � � „ a ` q,2 < 0, 152,800 SF � �'�, THESE PLANS ARE ISSUED FOR � < ` 'a ` ", ° ��� 3.51 AC �, � � THE PURPOSE OF PRELIMINARY � � •, � , �' e Qa � � � ��� � �� REVIE F RN CONSTRUOCTION ENDED o ' FFE-645.6�J < \ � WHEN ISSUED IN J a N a e o � < . , a , ° .� � e �., �`�\ FINAL FORM THEY WILL BE � , `° '� SEALED, SIGNED AND DATED. � � a �� � � a a�JQ a °,� a, \ � � / 3 ��J �6 � a , � � � I / �'� a � \ � � RESPONSIBLE ENGINEER: � J °� \ \ � BROWN & GAY ENGINEERS, INC. al � '� � aa^ a a < g, � � � \'� � � � f TEXAS REGISTERED ENGINEERING N �� " ,' Q ° � e� \ / '\ �\ \� FIRM F-1046 ai �. ��� �e °J ° < a < , �' �, d� \ / / �� ; � a �� WILLIAM R. JANNEY, P.E. Z / / \ '°'ZA< ., NOTES: TEXAS REGISTRATION N0. 108663 >� � . � �� �� � ` a� < � °� ,< \ \ ; a � , , � /� 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS MARCH �o, 2016 a I < 54,052 �F �, ° < < , , \ \ , �� . <R��� °<J R25 � EXISTING FOR THIS PLAN SET � � ° ��� � 1 24 AC e ��a` � ` , ��� � � �� R49� a ° ° a a a a _ �� 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS ! ! CAU TI ON ! ! � a < r ���Q�� � / �3�, , a� R10 a , OTHERWISE NOTED Contractor to Verify exact location v� ,,�< , a < Ja / � � � �, � 2�,215 SF , � °a ° � � ���� � a � ^ & Depth of Exist Facilitles Prior to % � . � � � -'� � -�- °� ' a any Constructlon Activities � �< . DEN_IT1'-0.41 < , < � �, '\ �,- � � TBM1 - "❑" Cut in median nose located N 700 feet southeast of intersection of Davis o REMOVE 38 LF � a FFE=645.00 � : ° � ` � .%�'�� 7 � R a°' Blvd. and Dove Road. Elev. 668.96 CAUTION i i i ai EXISTING CURB ' � ° ° ° ° ` J < � ! a'�' f c < � ,-' , < < •: � " CONTACT: 1-80n-DIC-TESS . � INSTALL 'i � ° < < � � , , a ,y�'f .� „ ° � J � � TBM2 - '�❑" Cut in median nose at intersection of Davis Blvd. and Bull Wa . �8 Hou�s PRioR T� coNSTRucTioN = LONGITUDINAL I', ; ' " � � ° � J Y ; 10 �5 � R 6 8' � . , . 'a %J �l �! ` ° / � Elev. 679.58 � BUTT JOINT " �J , ° < j ° ° 9 � REVISIONS O a / `� a a \ �%� �_ < U� � J a a a ° ° ° ./, a � \ ,/�� , • J o , < \ � 1 • TBM3 - '�❑° Cut in median nose at intersection of Davis Blvd. and Bear Way. REV N0. DATE DESCRIPTION 0 1 ,, < � a a < \ �-'' '`t ` <�< ` "R� Elev. 683.26 o � a , e, � ,� � , / a , e� 1 �,� a 15� , <" ° < ° , r'� ', R25' $ r TBM4 - "❑" Cut in median nose located N600 feet east of intersection of Davis Blvd. � ` � ° `'� -�� ix� �' ��;a �� REMOVE 35 LF ' � -� � � < e , \� ,. , , and Dove Road. Elev. 648.47 � � ° ,` a, � � ` � `� i'`` 1 j`', � EXISTING CURB " ,y � ` a ` �� ;� < , ° < ��,-�`��� '� /� INSTALL �, Je � � ° ° ° ° a < , LONGITUDINAL �I \ a 'a < ; a,�< a e ` ti j / / BUTT JOINT J � J � % � NI < �, a , << a e< a a �� ` REMOVE 35 LF EXISTING CURB . e ' DRAWN eY: o ` , < < I N S T A L L L O N G I T U D I N A L B U T T J O I N T ° �10' �� ��� < � ` ° < ° 3�� � � ' � PAVEMENT LEGEND � . w ° J a J a a J J I ° � a J / � d , � (SEE GEOTECHNICAL REPORT) CHECKED BY: / � o - < , / . � REMOVE 41 LF EXISTING CURB ° `` J� �° � � � � �� ' . ��� . , � 3 �� DATE: � INSTALL LONGITUDINAL BUTT JOINT 0 a a '2� a , . , CONCRETE PAVERS ABOVE /4 OF SAND o � , � � �� �� � �" / , � � ° � � AND 5.5" 3,600 PSI CONCRETE W/ #3 \ O r �' r '� � ' ,� � BARS ON 18" O.C.E.W. ON 6" OF PROJECT NUMBER: � � < . � 9 , , � �(_1��7� JI � g � � � . ` �� � - i) 41 AC a ° / '� � r' ,'� J LIME/CEMENT TREATED STABILIZED o \ ° `a j ° � < R39' , � , ° ,', � , . � SUBGRADE. SEE ARCH. PLANS FOR , ' PAVERS TYPE AND LOCATION S h e e t N O. Z o '< �R 15' � � � �-- d° .' `/ ' � '; —U a � . � . �� a � a . � '�� ; i �° aa �t � a � � '� ,, ' o �, PAVING PLAN ° PROPOSED SIDEWALK 4 3,500 PSI ��„ • < ' � •. < z W \ •J a ', � J �� ,� .�J . / / •• .� �, , f � ° � CONC. PAVEMENT W/ #3 BARS � 24» ' �° �' , ` • OCEW ON 6" � � ° ; . , . ,� r/ . . . STABILIZED SUBGRADE z N \ R�5� , " , a o .. , a ' � `� / . • . � � a ; . w I / r \ .a 1 . ° ° � . , � I � � �� i Q Q �1/ REMOVE 54 LF EXISTING CURB `'� � ° � 'J ��' . ', ' � , �i r INSTALL LONGITUDINAL BUTT JOINT — — � . . �'� � , � . , � •� /f( (/J/ , „ ' � � / \ � . � � � � O / / f . � . J �� .\,t a a a/JQ .� • • �J d a dJ / / N/ a LL m� � ... - - � / _ -. - ..._ � _-'- -_. ,��� / � . _ . - - --_ _ _�,.- , � ; � — , P H LU B W � —� ____ � _ =—_.____,� � � — ��� < � � �� TRO Y C / / � � _ 645 _ = �. � e� --�, �"� \� � J � � ��� � / I � � ��� -�' � � . � -� a�� � a_� � \� N o � J O J � I / � _ � / /' / � � �, \ \�` \.. \ � o F. � � � � � � � �_ � „r,,, � / � � '' ' / ��a �" � '< ;., � � � ' � � �� ��F. CRE � � �BOB JAMES / � / / 1 I / � \ �� / i / / • / � ° 63 � ,a e . \ \\\= � ,, ��°'� Medlin MEA00s� �v ��� � 9 ' � ° ° ��' �� Cemetery Golf y w � / / / � / \ �. � , , , � � /, < <6q.� � - \ � \ \\\\\= � ��Rv�S�� Y G�J�� FAl CourseSEMINOLE T J 2 � / / , 1 . , ,,� � < � \ \ �� � S TR�PH �2o Vl �qY � � c> % / / � / / � / / � 6 6S(J�_ '_-� • '\ \\\\\ \\���� �� �PF`'v p P �',p��cF FRESH w mc=� o v�i � � J � a �2 AZ / � 1 \ � ��.``--: ��4 � G� ODY r MEADD S m< Z I � w . --__ ; � . � �� 1 1 � � / / / / � / 1 � l � a 6S13 — / . • \\\\\ \\\\��== \ S�G `n�� �N�ERNES a x o � / / � ,- e 6� __ _ 0.25 2A �` / � � \ 1 � � � � �' Y � 6� � ,, ' / / / / , m � �� \._ " � � � � / .�\ \ � 1 � ��\ �\\ � �� ��2�m� _ ` � = Brown & Gay Engineers, Inc. i ,�- ,, � � �, <<r \ � 6k� � I rJ ' � � ,�,�co � 1 . , \ ` \ � ��� ��� WESTLAKE � r� INVERNE � 2 9 Dallas Parkway, Suite 204 , / � r /, / � I � j � , \ \ \ \ \ 1 �� � ` � o Frisco, TX 75034 � � � � � � � - � y\ �,,�, � � , == ; � �� � \ \ \ \ � 1 � 1� � `� � Tel: 972-464-4800 • www.browngay.com ; � , � � � � \ � / / � a � / — a �, ` \ � \ \ 1 1 TBPE Registration No. F-1046 t I J � � / / / � , . ' , � 642 � / ��� �, .// //�_� - � �� �\ � ` �\ � � \ \ K�"� Contact: Will Janney / Tel: 972-464-483 / / � • ' / i ///� f` �j/ / \ ��-� I ' •,,\• \ \ \ \ \ \ Q �� / ' I � / / / / / - " / , � r ' �i , � i � ` \\ \ \ \ \ 0 114 Copyright 201 � � - „ � � , , < / �- ; � � / . � - � / ,� < �/// �j � \ °\ I, � ' ,� � \ 1 \ \ ' � e�-� ; / , � . a>, , ..� � � / / / — / 11 % /// /,,/ i / �1 .i''\\ , \ \ \ \ \ \ Q SOLANq �, � , � � �� v � � \ \ \ / / 'J �, °° � � � A� �j// // / \ �__ °� \ `C \ \ \ \\ � � �r / \ \ l \ \ \ to� sT � / ,� � j%j. 0.64 7.0 -, _j !- � /. � � i � �-� I ,� \ \ \ \\ DOVE ROAD c,� � !,9 1� / / / e �� �� � �� _ �....-- — . 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Elev. 648.47 � : N , � ��� \ \ \ � / � � I ` THESE PLANS ARE ISSUED FOR � � / : I � �� ��� � � � � \ � \ --� ' �, - � THE PURPOSE OF PRELIMINARY X \ I I , REVIEW AND ARE NOT INTENDED o / ' � \ \ \ � ''�, FOR CONSTRUCTION. � � ,., I J ' ' � � WHEN ISSUED IN � , ;�' � � � I / i 1� FINAL FORM THEY WILL BE � � p�2 '� � � � I 1 � � SEALED, SIGNED AND DATED. 6 � � � � � � � � �� � x � � � x ' 626 ; LEGEND 3 � � � � 3. , e , � � ae � , o � A4 ,/g \ , / \/ / � , RESPONSIBLE ENGINEER: � ' � �� �� � ��� V A �� - � � � / / / � ; � �, �� e BROWN & GAY ENGINEERS, INC. � I � � 0.83 9.1 ,; ;_ �� \ \ � � % � / � 625 Q � � � DRAINAGE AREA BOUNDARY TEXAS REGISTERED ENGINEERING a 54,05,� F rp / � / / ; <, a FIRM F-1046 �� � a ° � � � � � �� ��� \ � / � / j ! ,J WILLIAM R. JANNEY, P.E. Q I < , � I��� �� \ \ \ \ \x / / / � �� " ° I � /,%� EXISTING CONTOUR LINE TEXAS REGISTRATION N0. 108663 i o � � � ' 21.5 SF 6�� \ \\ � / � � / / / � /� 1 625 � - 62�` 625 / MARCH 10, 2016 I � � � ' / --` s5o PROPOSED CONTOUR LINE � � � 1 �E����iTY=o �1 � //// � � a � °°��' � FFE-645.00 � � � � � � � � � � � � � � � cAUTioN � � � I `3 � % � \� .i�'� i ��/� '� � , i / _ � J � — — PROPOSED SANITARY SEWER � � , � ��, / / / � , Contract�r to Verify exact location � \ X�'� / / / � / � � _ - ro �'� , c� Depth uf Exist Facilities Pnor to � o I �'�a �� \ \ \ ` � / / � // // / / � / any Constructlon Activities c ` 1 I �� ', �` ���'�i i i� � �� �i ��� �/ / / _ / , � \ \ / a � , I ,� � � `� �� � � �i /� � /� � EXI STI N G ���_ _ __ ,' ' r � , � P3 � DRAINAGE AREA NUMBER CAUTION ! ! ! o �� � - � � �� i � < c� � x � �j/ � � � / � a � CONTACT: 1-80n—DIC—TESS � � � �o� � � � �--% ��� ��� � � � i , � WYE I N �ET � � �'� � � / � 3.51 32.5 � 100—YR RUNOFF IN C.F.S. �s Hou�s PRioR T� coN,rRucTioN � � ��, � � � � �� <---`'����i i% �j �� i i � � ���'��' �� � c� � � / I � ' • \ ` ' ._ � y\ i- ii��iii �� \ ,� � � � � i � , 1 � 1 , - � / e � � A� � '/ / � ��� \' � • .' • , REvisioNs . �,�'��� �i � I I � \I � \ /�x��,� i � i, � � � / / / � ` � � �� , DRAINAGE AREA IN ACRES � '1 I \ °� \ 644 �O � \ /x/ //// / % / / / �\ \�' / / � � / \ \ / ° ° � •,,' •�' • ' REV N0. 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' , ;,, \ WESTLAKE � � r INVERNE � 2 9 Dallas Parkway, Suite 204 • y�� ELECTRICAL EASEMENT \ � '���, , �� ,,`�--�`���� � � � . �� o Frisco, TX 75034 � � ss ss � � � �� � �t Tel: 972-464-4800 • www.browngay.com � � � � " � Q i � �'�, • \ � s� e � ' - ,� ��� INSTALL FIRE � TBPE Registration No. F-1046 � � � �� DEPARTMENT � �\\ � ' � / K�NG Contact: Will Janney ��' CONNECTION �� ,/j �' � ae 1 ° ° 1� `�� Q �� 114 Tel: 972-464-48 Co ri ht 201 ��._, ��� - , , , , , o pY 9 � � ' / � " � .� � 9�-� � . ,: y �� �. �^ W'`� SS� � � �\ � > ° � ' SOLANA � \ � • a _ a ti � o r , �,;- � / 4'�� � ---� '/�-,!`X FDC .� . to�Gr �v''�+ , � . � WATER EASEMENT � � • DOVE ROAD � ��s , / .�-�� s � o �. , � � �� � s „WM � � ° � �,� � \ a � 1 ,' / o `��� �/ J . � ,� INSTALL: � �� T � �, ooa � 3� ,�--'`s " � . / ,h���� � �� � �, 1 - 8 SANITARY SERVICE � \ �'6 � �� � CONNECT TO EXISTING 8" � � � , .. 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N� _ ' ' � INSTALL '\` \ \ \'` � \ � „ �� BROWN & GAY ENGINEERS, INC. ; DUCT BANK \ � � � TBM3 - ❑ Cut in median nose at intersection of Daws Blvd. and Bear Way. TEXAS REGISTERED ENGINEERING za� STUB x \ � � x \�� Elev. 683.26 FIRM F-1046 � SS � ��� 39 ° / �/ WILLIAM R. JANNEY, P.E. a '` - ' / ��` TEXAS REGISTRATION N0. 108663 � � a ,, a. � � �, � �� �� � `x ,; � / �x � TBM4 - "❑° Cut in median nose located �600 feet east of intersection of Davis Blvd. MARCH 10, 2016 � � ` / and Dove Road. Elev. 648.47 J � f � �� � = 54,052 SF � � � � ° o � � 1 24 AC � � ` 1 t� i x � � CAUTION � � v� % � ������ '` / ��` < , LEGEND Contractor to Verify exact location � ' � � 2?,2�5 SF � � - ��� '� � p o � � �' j.�x"' � & �any Construct�oacilActiviP�rior to � � �� �� N S I T1'=0.41 xr�X . a , /'�; FFE=64 . �x / x..--"� \ r � � FH� PROPOSED FIRE HYDRANT CAUTION ! ! ! o , � x.�-�' � ` l c \ X�`' !� / CONTACT: 1-800-DIC-TESS � � '� " "� �'� � ,� SSMH �8 Nou�s PRioR To coNsrRucTioN ; �� ,�` � \ X�-=��'` ° i�; �� � PROPOSED SANITARY N ° � P,a,..,.....�_�: � �x �'� � MANHOLE "i � � �� �� s�X`'X�� � � ,r.�r� �j � � PROPOSED STORM INLET o �n y x�x a f,; REV INOONDATE DESCRIPTION x ,:� � � �x x�X�-�'� � ` ,��'�:,� FDC,u. PROPOSED FIRE DEPARTMENT CHECK \ �```� o� INSTALL FIRE \'`` x�"�x $ ��� � � � DEPARTMENT \ s"'� � „ • a � PROPOSED DUCT BANK PULL BOX N \ `�s " � ' `l CONNECTION x x,�.--*�'X�x , �� ° ; ° . �y . w PROPOSED WATER LINE \ . 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A�/ ____ — � � i 1 1 \ \ \�� _ TBPE Registration No F 1046 / � � 6h° � / FURNISH & INSTALL: / �: ----- �- �, � �► �� �� �--- � � �� .' \ 1 � ��--�__ "�"c Contact: Will Janney � _ \ ��,q , � � 1 �\ \.___ _�- :� � / � SILT FENCING �_ �-' � � . . / � ,,Y� 120 LF OF � , � � � � �� ���� �_� � �� Tel: 972-464-483 �� ��— ,� / � � i . r � /�- _ \ e, 1 ., ` \ \ \ ` 1 1 \ �� �=== _ 0 114 Copynght 201 ; / � / � •. ,u,-; 642 �o�j �// — � \ \ \ \ \ 1 11 ' �� 1 �___ _:� � o ��� ; , � � .�� .. , �.�-- , �� -� � � � \ �� \ \ -- — — - � —� � � \ \ _—_-- _ � -_ 1 1 � a S LANA / - " 1 r - 0 1 � / � � � �. � % �% __ 1� � \ \ \ \ � \ \ \ � _ _--- --- ---- � � � � � � ' - --- _ r ,� � _ , , .-� � , s � � � � �� � � � 1 1 1 � __ �<�� _ a ., , � . , � !� - / � - � / � / . �� / � „ � -_ � _ % �� /_ � � \ � - - � _ ��`�� ,- � ; - . - � , _ ' — - -� - .. .� ` I � , � ! 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I � � � � � �� � (Nor To sca,�E) L�E\/�L�F��R � �, x � ���� , ���� � �-� . , � l / � � 1 � � \ ��� I i / � / / � ���� � � FFE_�� 50 �� � i ��%ix� � � � � �, �� , I \ �� �� � � � �� � � � �� � � � � � ° i` `�°��`'� = CENTURION AMERICAN � � i � ,� � ���;;%� \ \ \ ���� '�, , , � �\ V � � ( ( � � \ \ � \ � , � /i .� � � , / / ,: � �; �� � �� / � ���xi � � � ��� � � ��� �� � � � � � � �� ��,,�� 1800 Valley View Lane, Suite 300 / � � _ ��� � \� � � \\ \�\� \ �� �� � \ \���� �� � j� Farmers Branch, TX 75234 � � �- . , � � � �� �� � � �\ \\ � \ � � � �//�'/% ; Contact: Michael Beaty �.; / � . ,; s�s _� \ � — — \\ \ \ � — i �� . \�\ \ � \ \\ \� �� _ �/ �/r r � '�• � 1 � x ! � I �\ � � �\� \� � �� _����/ 6� �� Tel: 214-287-9009 ' .. � • / � I \, \ \ \ � , \ �\ \ \� \\ � — _ � � / - � � x � , � \\ \ \\ _ _ -_ -%� '- � r�- - . ., , .� ' �!'� ',' , � \\ \ \X \ \ \ 1 , � L�� 1, i� , ,\ \\\ \ \ \ �_. __ . -J- _ �/� ` /� � � ������ _ � / � \ � ��r� r � � � $�� / 6 , � �� � �L��@C � - --_�' � _ . ' Ceri q Devef � ,r,�t yu .truc n � � � �6 ' \ \r Ir ' � % \ \ , �Ei�4�7ACF/ �• FURNISH & INSTALL: — _ �'�� /r � s« \ � \ \ Enqin n . _ ,� , ,.. n- � � . � ��� � � 433 LF OF — — �F _ '�' � �r � � ' `�, �, s , � ��� EXISTING �� ° � � r / ` � GARAI�� \ SILT FENCING � — — 645 — ` /r � � o � �� � �� � �� i � CH�AIN�IKE � � � _ � E���_� � , ` " / � � � � 51,200 SF ��, 0, i � �� � � f � \ � _ ` \ � ,, � \ \\ / �E N�-E \ � 1 � �-- y _ __ � � �J � , , � ' � PER FLOQR i , � � � �"� �- �//�� �� � � , < `i� � � � � x � �, �DEN�ITY=O_81� ��^ ' . '� � A�\� �� �� � � _� � � �� �� � `7[' J - ^/ �// j �� � . . i � . '. � \ � � \ ., \`: /f / • � \ I I \ � r'4\' I � \� � �- � . J> ) � /\ ! ; � �� \x 1 \ � � �� � ' 1 �� � 640 � -- _ � �� -� Horizontal Scale: 1 = 40 � � W / � � ��� � �e , �� � � \ � � �� � L' ��� � � l l� ,� � � ;h��:, r =_ =����� � � � . �., . � �,. �Q � � � �/ ''����� 635 ' ���� � . � �� � \ �� ��. � � �1 � � � �, ��\� I � -� /,j �- — _ ��� ----- � 0' 40' 80' � � , � � � \ , � � � \ i � _ , � r .� � � ,�� � ,�` ____ � -- U � INSTALL STORM INLET `�'•, , , ` , � � \x � •� � � / � �� � �- — � �--- -- Z � � Q �.�..� � � PROTECTION � , ` J � /\ \ \ � � � / % � ! � � •r . FFE_646.50 � _ I� \ i% � � � \ '� �� � .� j / �,; ,,i 63� � §, i` , � � z � � �� +° � � .J � DRILL ZONE � / � � � '; � � ' � � / / / �/ : ' ;, � _ NOTE. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS z _ W U . , : . , d = \ '` " •,� � � f / /. ; • � � EXISTING FOR THIS PLAN SET ��1 W � �-- � � �� � ' � ��. '�� -� �RE�FFOlt3t�1' � � � . — , �. Q V J Z � `, \ � � APPROVED / � � � \ / /, � —' J U Q \ • �-��� � ( — � �� � /., ' � � — �; a, w a � . ' � ; � �. . • ,� e d� \ � I I ' p�5 F '�� x � \ ,\ � � "� � ' TBM1 - "❑" Cut in median nose located N 700 feet southeast of intersection of Davis z � M � �► ��. � ti Q ' � \\ \ LOT 5, � � — \% � � � ` \ ' Blvd. and Dove Road. Elev. 668.96 U � � � �- I I �� _ � , �L��� � � _ � � _ � � _ Q M � , � _ � _ � p� � . `�,� I I ' � � '\3 5���c � � � j � 1�, � `~` / j � f � TBM2 - "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. w ,� Y � � . �� � � � � / � � ,;�t �z� F�— � Elev. 679.58 � � Z Q � 6so I ° FFE:64�.65 6D� � � � GA�PAD / i ' � ,, � ��/ — 625 — � � � J � � � � \X� � %� --- -- _- _ , � �, Q a. w � � � J / � �.��� \ � � � f \ � I — �j/ �i . - -_ TBM3 - ❑ Cut in median nose at intersection of Davis Blvd. and Bear Way. z � � m � � / � / ��� �� �Ix� � � � \, � � � — � � Elev. 683.26 � � W W � �' , \ \ �\ \ � � � \ //i.� � Q � ��1� �� /� � � � '` � � � '� � � � � ���/� "� TBM4 - "❑" Cut in median nose located �600 feet east of intersection of Davis Blvd. � Q,,, � Ix`Z � \ ` � �, / �` �; �'� and Dove Road. Elev. 648.47 � � ,. � �/�;� � Cn � FURNISH & INSTALL: / LOT 3,; \ \ � i � -i � \ / / FURNISH & INSTALL: 6�6 �O� , Z � � .\ _ i � i \ / 64 LF OF 25 � � / z Q � 301 LF OF � �LO� � � � x I � W � . ; . Y SILT FENCING � y� 54,o�sF 6� y � i \ /�` SILT FENCING a � � U � O o '' • � A� � 1.24 AC , . - � �� / a� • d J � � 11�� ��, �/f R�TAI� �� � � � � � � ��� �� � INS ALL STORM INLET �� � � 2� • � s25 ��� TOP VIEW � _ � � ( �Z,��� SF S � _ � � \ \ \ / PROTECTION 6 �/ �"' �' D��NSITY=O-41 � �O � �O \ \ x / � '���// / ' �� �` '' � � / ANY LENGTH PLUS 12" T� SEAL ENDS THESE PLANS ARE ISSUED FOR N ,,J ,.. � ' 6�� � FFE_645.00 . � o---, , � � � �� � � � '� ��� � � �� � � `f�� INSTALL STORM INLET � i�� � � �� �� � � � � THE PURPOSE OF PRELIMINARY , , . , . , , , . , , ; , , . , REVIEW AND ARE NOT INTENDED � . , � . , � , , ; , , , , , , , , , , , , � FOR CONSTRUCTION. s � 1� � �� � x�`�'i � �`� // !Tl/T'l/T'l/T•l/�'l,/' l,/��1•� � N �, __ \ \ � i � PROTECTION � , , , , , , , , , i, i, , � � , � � , � � , � , � , � , � , , , , , , , , , , , , , , , o / �i�� �/ � s � .�� , / � : ;; ;; ,�; ,% ,%, ;; ,%, ,%, WHEN ISSUED IN ( � � . �� �,,.�//� ✓ � / �� a \ ��' / / / p � , � i � i i � � i � i i � i i � � i � � i � � i ; I ' � � �/ � � � / �`' �� �� % % % % � � I FINAL FORM THEY WILL BE `o l i :1 J I ,�/' �� ��\ � / _ / . ' / ��i � i�i � ��i � ��i � ��i � ��i � ��i � � 19" � ; / \ \ \ � \ � �� / / � � . _���, / � � � � �J /� / /� / �� / �� � �� / �� / �� / �� � SEALED, SIGNED AND DATED. / �'% f'` ' f� — % ' ,' ' % ' % ' % ' ,'% ,'% ' 12" � J � � � \ ./ —�� �� � � � „ , � � � � � , � • , � • , � , , � • , � , , � • , - , , • ' l � • , - �� - / / /� � / /� r . , C9 ,. ; •�/ / r� � � — /j//////////,/////,/ �/ rn � � / �/ �� � �/ � . , 3 � 1 l � ��/ / / / / , � , • :� / � �i � � i � � i � i i � i i � � i � � i � � i I x / // / �� �" / '+ — � // � � ,/ � � // � � /� � � // � � ,/ � � /� � � -o . � \ �// / / // �\ \ �/ - � \ � —8 � .;• •, . � � _ — . ,',� . ;/ i ;; , ;; , ;; , ;; , ;; � � � � 644 � I � \ r/ ' / / / �` � / � �_ �� � � i� — _ — — r/���,�,� � , ,�,� , ; � , ,� � , ,� � , ; � , ,� � RESPONSIBLE ENGINEER: d t�� � / � � ' . � i �_ _ -- . � . . � . � . � . � . � .— � , Q FURNISH & INSTALL: \ ., , �\ / / � \�� - :- , ., : . . ; '� ; '� i ��i i �_ _ _ / L'lzL'� /�� � � � ,/� BROWN & GAY ENGINEERS, INC. ,. �r �643- i� �% �� � � \ �- ' _ �i � � 81 LF OF � ,'. ' r� INSTALL STORM INLET i � �/i � �, ��- '" �� � � � — � TEXAS R GST RED EN INEERING � / SILT FENCING \ �. - i // � � /;, e �� � �� �!��-_ // � . PROTECTION � � / �" :� / . ;. ' � i —_— // � E � E G 642- �'�j / � � �ii i � I � 641 . � . . ` . � �/ � � / %// � � � i � i �� i �i i �i i �� i �i i �� i � ` / � � � � �_ �/ ' � . ,. , , � , , � , , � , , � , , � , , � , , 3' WILLIAMRR. JAN EY, P.E. � , ; , , , , , , , , , , , , , w ` C40- / � � � ;- r � N ��/ ��i i < � �� �/��— — /// � _, _, , ,_� � � ^ TEXAS REGISTRATION N0. 108663 i ` ,3 _ � -'' � __ � � ' � � �� — � = / N . a I'�I I 6 9 '.� �h � / � : / _� / / — �� �/�/ /�� -�� . . . . . � 11 MARCH 10, 2016 . � — • , • , • , • , • , • , • , • o� I�, � ��� � I I � � 6 -- - � -- • �/�/'/ � ✓ %i � _ / . . . . . . . � ,63 • ��.___ -� % .,, , ; %� /— / � � � • ;,� � ;; • ,� � • ; � • ,� � • ; � • ; � • ;: � , � , � , � � , � � , � � , � � , - � �6. . / / �,-- � , • ' � � � �� �\ //// � , • , • , , , , , • , , , , , i / � 3� _ � /� � _ _% , �" ' ,�f ���/ �/� � ��./ � . • . , , , , , , , � � .--r . � � C,q U TI O N � � ° � I I I ��'�. - "O� � FURNISH & INSTALL: . % %/� /���� . . �\\ //� ' � °' I — - - � INSTALL STORM I °�''' , ��� � � �.�/ • '�' �' " v � � � � � _ -� � a,° _ Contractor to Verif exact location ' � � � � � • 6� � PROTECTI 426 LF OF � •. � ����� , � , � �� & Depth of Exist Facilitles Prior to I �', � _ , � � ' " $�� � 2 \� SILT FENCING ���� fi-�/ � .' �' � / � / �/ . ` ' any Constructlon Activities o � // . ' SIDE VIEW END VIEW � � . ; � . . � ` , � s `� g� 6� � � _ �':%/ - // �%���`'�/ . %/-- � � : � NOTES: a I I FURNISH & INSTALL: � , — -"� ,��/ , �� // � ,� •: .,+ . . � 1. STRUCTURE: 1/4" GALVANIZED HOG PANEL FRAME. CAUTION I I I �� � � ' 114 LF OF ` ' l'=' � � C7�1 -- _� � �. / - •'%. fr ��� �/ //� , ' / • • 2. FABRIC: GTF-400 9oz WOVEN MONOFILIMENT CONTACT: 1-80�-DIC-TES� SILT FENCING . 30 t� . °'` - ° ` , ;, •. � // ��;°�/. / � _ � �� FABRIC SECURED WITH "J" CLIPS EVERY 8 INCHES. 48 H�)UBS PP.IOP T(� C�N'_�TP.UCTION � �� � � Fj � � �'" �� � �� � �� � � ' � `� �'' � �� 3. GRAVEL BAGS: UV PROTECTED FILL WITH GRAVEL OR ON SITE DIRT. U l � � ' � .� •• • � 4. GRAVEL BAG PLACEMENT: ENDS, TOP AND CENTER. � ~ 29 ., � � �j� -� , ��- 6 � � N � , � � �_ �'`��``_�, o , p ° ,� � �// ��. REVISIONS �__ _ � '� � �� � � � '`"�g� �"'° _� -�. . , ° a , ,. ti � � ��� � — — 50' Min— — — I \ INSTALL STORM INLET ��� • a�a , / . ��j / -- -- � � ADVANTAGES: REv No. �aTE DESCRIPTION o/ � � PROTECTION _ � �- / ,� / . � � + /� �/ /�� . Concrete eoulder Type Rip Rap, A) EASE OF INSTALLATION o � � , • / �� � � • Grade to Prevent Runoff from B) EASE OF MAINTENANCE a I:, � � / . �� // � / Leaving Site C) HINGED AT TOP AND BOTTOM TO FIT MOST CURBS . . , , , �� � � � , —� � ' .' � / � �� FiRer Fabric o� � � ! � � � ��� �, , //// /� � ��� , D) CAN BE REUSED � �� � I — � , � , , \ � � , : ,,. �� �� � / ,/ // ' . � 1 // „ � � �' , � , ° � � ' /�/ � i _ � , ' / G <' �� ��� . ='I � � � �\\� \ �� / ' � • � . - - o � \ �; . N A�ER�A� i , � / -.. �. �y�� �����-Jl�ll/ :" ; -; �� � �D ', ,o . HEAVY DUTY CURB NLET PROTECTOR o R��� � � •.���o • � ���� � � . � FAB � y , , ���/ — . , , , , � �� ��(�R � � ' . • � � • • • , �y. . �_ � �� = Existing Grade N ./'� � � �,•, �. • � Roadway DRAWN BY: � - � ' �• . • . � �' � — 630 — PROFILE o s� r . ' . • • • ,_� LEGEND pF P�pPAR � s• . \ �. ��� o�E . � • �. u,� O BE 6�� � � FILIER FABRIC MATERIAL SECURELY ' � '`J�; . . .� • , � _ _ Y , EXISTING CONTOUR LINE CHECKED BY: o T \ I FASTENED TO THE POSTS OR (IF USED) -•• r �� �' � �� 1HE WIRE MESH. � _ _ 50' Min_ _ _ .c , � � STEEL POST . s5o PROPOSED CONTOUR LINE DATE: o APPROXIMATELY 8" OF FILTER I Transition to Roadway� M �. � � FABRIC MATERIAL MUST EXTEND � - p , � � � � � � SILT FENCE PROJECT NUMBER: -o �,� - - � INTO A TRENCH AND BE ANCHORED � , • Y � o`�-`' FOR ADDITIONAL STRENGTH� WITH COMPACTED BACKFILL MATERIAL o s � � STORM INLET PROTECTION �,�- FILTER FABRIC MATERIAL MUST m �� � OPG� BE ATTACHED TO A 6-INCH RUNOFF N� _ C �, + S h e e t N O. Z o ���� (MAX.) MESH WIRE WHICH HAS �y a , � �N ���� ��j_ BEEN FASTENED TO THE POSTS. ��{���,��,.��,����\ � � � , STABILIZED CONSTRUCTION ENTRANCE �� ��,��� z �\ \ Radius(5' Min.) e . ER0SI0N C0N TROL w � ��������`'� a � APPROXIMATE 4�xa° DRAINAGE FLOW DIRECTION P LA N Z F '\������,�= � '�j � TRENCH R.O.W Z N %\��\� � — `; � w ' �� — PLAN VIEW QZ ��� 0 STORM DRAIN INLET "% STAB � ZED CON STR U CT ON EN TR AN CE °�� N STALL N G A F LTER �ABR C S LT FEN CE Cg o� �- m� � TROPHY CLUB � W � 0 � g � J `O `�� J \ �V � �V ��R� CRE�'����'� �gOB JAMES � ��`' Medlin MEqO� �� � � � 5�,� Cemetery Golf y w \ �-- — -_� ��Fz� 5�'( ��v� Course � � o � / — Sv� TR�p1iY 2 FAll,y�, SEMINOLE 9-� � ._ � �P LG c w �n / � ��4 ����9 p0� T��O,I, r FRESHMEADO`�� m< Z � � \ � _ � \ S�G U' �� �N�ERNESS a x � W �� ` � � ��m � � �,,, z � � Brown & Gay Engineers, Inc. . \ � J s / ,,.-- �� ' WESTLAKE � � c� INVERNE � 2 9 Dallas Parkway, Suite 204 � � �� �; �� � � G6 �� o Frisco, TX 75034 \ �' � � � ' � � � �t Tel: 972-464-4800 • www.browngay.com � ,�,o/� � � _ - �' TBPE Registration No. F-1046 ` � � - "'"� Contact: Will Janney � ,�� ;;;��/ � i \ !i � <<``l,` Q �� 114 Tel: 972-464-483 \ j r � Copyright 201 � `� ��� ; ; o Q SOLqNq r/ � \`� '- �i � / �_y _�,����" � ����c�` � � � ��� �� DOVE ROAD n�S, y� 9 ��T 2, � \ a � � \ o `�/T� � �LOC� � h``��+�� a 27,351 SF �� G 0.63 AC � � / °�F'c� %�--` — VICINITY MAP '' ,5,�,� �F �---i oEN�TY=o�6 ��� � � (Nor To sca,�E) i�E\/�L�F��R /— � �' �:--�'�� � � \ CENTURION AMERICAN , I `� i�� � ' � 1800 Valley View Lane, Suite 300 � �k��X� �� � � \ Farmers Branch, TX 75234 � $���� � �� �"� � �` Contact: Michael Beaty � Tel: 214-287-9009 � � � � �, � � \ �\ � ' � `✓� / �J — � LOT 1, � ��������L./ � \, \ �qy+1B � �� � � � �� � �Lldlef� � � EEifi�IliC@fIP19 � [)lWEkG�n�rnt • ���n^.CfuC�«�fr � � ��1.46�AC�/ / � � � / � ExIST�NG —�� � �'�R����a � � � � / �HAIN�I�E � ����l.i� � ° � r� / � ���CE 51,200 SF � � � � � �V / � PER FLODR P� � � (� � � � '� �ENsiTY=o.g�� �ARA�� �� � X ' i \ � �\ � � �'�"� � \ � (� W � \ Il� � \ \ \ �i1� \ Q Q ~ ' � � � � � \ , � � � � � � ' U � z �� -� � �_ \ 6 G3 \, / \ � I � Horizontal Scale: 1" = 40' Q W � � / , � 0 \ ,% , � � z v, O �x GA��;I@I��ONE \, �`� ' \ 1� — � � � 0' 40' 80' z — W � � � � ���� PR�IOUSLY � �� — \_� Q � � (� Z _ � � � �" APPROVED � �- � � � � Q � ��5 �� ����I �� � ��` � � \ � — � � Z � � �\/ M � � � L�T 5, ��,� \ � Q w Q 3� I` Q � I �� �L�CIC � V � � � � �� �� °� � �52,aoo sF � � \ � M � � y� � � \ 3 5� Ac � � �v / w � _I z Y ' � / � �,�� �,�� � � � p C!) � w a � \ Q a. Q m � � F� ���Q � �� �` � � � z � � w a� 5 G2 �� � � G7 � � Q � W � i � � ,, �` - � o.. � \ - \ � ' � � � � I ��T s, \ -� � \ � � � �, — _ `� I � � (n � � w a � � � ��o�� � � ��, � � -� �� � � � � 54,05� sF i a � o L24 AC '� � �� � � � a R�TAIL , � � � �� � ?2,'>>� =F � �� \� � �� ` � � � �ENsiTY=�o 4� �� ) � \ ���`' �� C � � -�'`'f '� � � THESE PLANS ARE ISSUED FOR N � �\ /� � �,✓"'�� /i I THE PURPOSE OF PRELIMINARY � �' � — / � REVIEW AND ARE NOT INTENDED o � ,j� ' � -- � � FOR CONSTRUCTION. \ D / \ ��% , � WHEN ISSUED IN 3 � \ \ \ �\ �;i'�� 1 � � SEIA ED,F�S GNED AND IDATED. -� G 1 �.% , Q � \ O \ e,--, '���� � I a / i''� / I RESPONSIBLE ENGINEER: i \ Q � '���! i , BROWN & GAY ENGINEERS, INC. � TEXAS REGISTERED ENGINEERING �� � � � i � � � � � FIRM F-1046 � � � �� ��' � SEAN P. MERRELL, P.E. � � � � � � � � � �� TEXAS REGISTRATION N0. 95803 z � � / MAY 5, 2015 _ v � O �v ,�� , � � � � � � cAUT�oN � � � �, � LOT 4X, r � � �� i� Contractor to Verify exact location �� � � 2 ����� � LE�'jENp & Depth of Exist Facilitles Prior to 0 18,071 �,F � any Constructlon Activities /� � 0 41 A C ° � CAUTION � � � �� � � � � � PROPOSED LIGHT POLE coNTACT �-800—�ic—TEss � � � �, � �8 Hou�s PRioR To coN,rRucTioN � � PROPOSED WALL MOUNTED LIGHT � I J , � � � , ❑ o � o 0 �� � � � / REV INOONDATE DESCRIPTION o / — / o � PROPOSED TYPE A GROUND BOX a \ i UI I �� i � ' r — — PROPOSED CONDUIT � I \ � � � ; � EXISTING TRANSFORMER 0 0 \ \ / / (POWER SOURCE) �i \ / / � in , � � ` , � � DRAWN BY: ,, , _ , � � , , _�_,_ , " �, �y: , , �__ ���'"�� � __ � � --��'�� ��:�� ;��"�' "� PROPOSED SERVICE METER � / 0 .� w I CHECKED BY: �I \ � Y O ���_ � I �' ,---"� DATE: o I "� '�,, I I ILLUMINATED AREA (PHOTOMETRICS) � � � � � � ALL AREAS OUTSIDE OF SHAPES ARE 0 PRo�Ecr NUMeER: � � i FOOTCANDLES, THE INNER SHAPE IS AT LEAST � ���� ��"� 0.1 FOOT—CANDLES. Sh eet N O. � �V-�j 0.2 FOOT—CANDLES AND THE OUTER RING IS zp ' �� � ? LIGHTING PLAN w ' I Z F I NOTES: c��, � 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS w � I L ' EXISTING FOR THIS PLAN SET Q Z �� 2. FOR CONDUITS RUNNING UNDER ROADWAYS, DRIVEWAYS, �i � ' ' ��', NOTES: OR SIDEWALKS, BORE CONDUIT UNDER PAVEMENT IF �` � � ``�' 1. RIGID METAL CONDUIT RUNS VERTICALLY ALONG WALL TO NEEDED. � O z ; I 3. TIE EXTERIOR PARKING GARAGE LIGHTS, G6 AND G7, INTO o a Q INTERCEPT WALL MOUNTED LIGHTS �� � INTERIOR LIGHTING SYSTEM. m� Praject�3am� Type: - � � ■ � � � � �� L/T/'fL7N/.�1 L/GHT/N'�' ����� � � � -� _ Notes Order A�Salrix Number � � �` - � ' �, - � A� - ■ ■ /" '� ■ ■ I�' 1 Urdering Matrix �o�g � � � En�iranmental Lighting fo�Architecture, Inc. � � � Environmental Lighting for Architec#ure, ine. Brookside - BRhi EEATURES&SPECIF1C14T1Q1�5 � � � � � 6 � � g INT€NUEDlJS# iYPe Brown & Gay Engineers, �IIC. Fixture ! Size J Mc�unting I aptics 1 Ballast 1 Volkage f Lens 1 Calor f t]ption Ideaifo-ebuildingandwa9lmountedapplications. 2 9 Dallas Parkway, Suite 204 CUNSTRUCTIUN �R� � �$ � �� f �"I�J 1 �'S�1����"� � '��5� f F�'a 1 CY I -- Rugged,[arro3ipn•resistant die•[ast aluminum 6ack huusing and hinged doar Frame.Cas4ing5 are Full Cutoff Wall Paeks FrISCO, TX 75034 sealed with a one-piece gasket to inhi4it the entrance of ezternal cantaminants.lens is thermal and Tel: 972-464-4800 • www.browngay.eom '�. FIXrUf{E: B�� - ����' - shock-resis[antcfear[empered g�ass.Fiaish is hronze polyester powder paint. ���� � B R C�C�K S I D E � ' EL€CTREtAL TBPE Registration No. F-1046 2. $Iz� • Ballastishighreactance,highpawerfattorfarl��M.Ballastis1009&facCarytested, COIItaCt: WIII .Jallll@y • �� pPT1C5 Tel: 972-464-483 • ��`�,, Anodired aluminum refiector,pravides IES full tutoff distribution.Medium-base lamp included in ' COpyrlght 201 ; . �� Eartan asstandartl. _,.-" 10OW METAL HALIDE y� ~ � INSTkLLAiION - The Pr�?�l;srde is at� ei�I�t-sidcd� l��ntert-� «�ith a tr=iclitinnal "�t�thic" . ;� � Hausing is canfigured For movnting direcdy uvcr a standard 4"outlel bux or far surface wiring via any of �I three canvenie�t 112"threaded�onduit cntry huhs. 5Z�T1E. SL11C�7���� �C�C ��t���, CTi�SS aT'171, LZ'�Z�], l�T' �7CilC�tlIIC S1lClUTlCli"k�, � -; .�'+ LISTINGS • + - lJl Listed to IJSsa(ety standards.U1listedfar wet latatians CClI1C�1C1C7I15, Clli` �'rC�ClIZ51C�� 15 C�7� �]C:T'�"L-'CY ST3CC1�1CaC1L�I1 �C7T' S�lU��31TZz�,, • IlAatrix#: 78 Nntc:Specificationssu6jecttocha�rgewithautnatkce. . �escriptson: i���i�ls,clecc�ratiti�c strect li�;htin;,pa�kin�lnts,go��erninent l�uilelinb5, ; Notes: Max Wattage 250W . EPA: 2.6 Spertif�[otro�ns site ancl ���all:«�a3� li�htin�;, li�-�rarie�, m��seum.s, churches, hi�l�-ciYc� � VVeight: 4Q It15. Height: 4-318(23.81 " I ' i'��,, . Wid[h: 14-318{3b.5} - - I_ I ��������� �. �AUI1tIC1[� � f �� resic��ntial�1pl�licatic�ns, �inc�m�.ich in��r�. ' � � � ,� � oePrh: a-3as�zi.�� -- w- o � /��' , CENTURION AMERICAN �. .wei�nc: ,a.s��.ss��s� r�' � '�;;�-��' �,, �` .�. fl AVfdimensionsshowninincfiesd�entimetcrsyunlessntherwisennted. � `�,�� �+� � �� "1Neightascoaflquredinexample6eEow. �HOO VaIIe�/ VIeW Lalle, Suite 300 `�'� '`� � � " '` Farmers Branch, TX 75234 ��� • �.. - Co��structecl ��f I1i�h �;rade cast aluillinutn and p�nt�cte�l ���ith a ; � � I f ,'' ��� � • :i ' - ' -- � ,. ; , � , �- ����� - ' � Contact: Michael Beaty durG�hle pc�«�cler-cnat�cl finish,the l�ra�c�kszde is b�ilt far�he rc�ughest Npxas: ; 1�llatrix#- CA eP P[3 PT sR we +•' � '' " Example:TWR1510flM T6 LPI Tel: 214-287-9009 1.Please consuii faclory for Poles.Wall " - - - 4 I • L�escri tion: Cross Arm Chain Pendant Pendant Post Tn St�m P�ndant Wall Bracket . . 6rackets and other mount n o t ons. . . . v P E� 9 t�l c�utcici��r c��nc�iric�ns. The Br��f�Itsi�ie�an 4�Ist��rieet thc p�rf.��rmancc , {ata�ag �nato�eu Eamp AVa�la6lem Harizontal num6er Wattage VoEtaye incfuded inc�uded Canada � 4. C3ptics . h9etol hal6�le ��������� {� 5t�tincl�irds e�f t��d�3v's hig�i li�hting d�maracls. It's a�ailalal� ��tirh ' ' R � TWR1S70flMTBLPI iaa ��af�aaf3aorz�T � r H . . . •• • ' � ,j� � �ngitteer,nq . pevr.l�:sprncnt • <���:truct�cn � � � T}°pe IIt or �yTpe 4' optics; ��-1th th� h«riz��nt�ll lamp c«nhguratit�n • �� � .__�� �'� Matrix#: H3'` HS* � prns�iciin� a cut-a�ff fc,r Darl< 5kies a�plieati��ns. ���ailal�l� in up tc� ; ��' oescrsptiQn: TY��� TY��� a ma�amum ?7t� ����i�t N�e�tal HaliclL nr Hi�h Pres�urc 5nclium, tl�e : Vertical � Q � w X f3rc���ltiside ca�� �also �3ccninmc�elat�tnc�ay's L�ns��-L-ticra}' rcc�uirc�n�ez�ts ' '" �l`'� �•� � � W , �.�; � ►� �► � ' � � ~ ���ith up to 75 ���G�tt LEL� ��r ?��� ���att Inductit�n s«�arces ���hilc still N�te$: � � Matrix#: V3•� �s n/ � ' ' Descri tion: TYPE 3 TYPE 5 ' 150W max I�mpeng. . .,_,... P � I��L � I11i1llC1t�11I7111�C;ti.CC'Iltllt 11�I�C CIUC�'JUt. " Giassrefractorrequired. • 5. Bell St ; DescriptEan:Pulse Start Metal Haiide High Rressure CampacE InductiQn Induetion Inductibn � W � � a Metal Hande Sodium Fluorescenk �ulb Type Tubular Type Circular Type i� ; {Wa[ts!Type} {Watts f Type) (Watts 1 Type) {Watts!Type} {Watts!Type} [Watts f Type} �Waits 1 Type} 7 � � w O �� • INatrix#: 54PSMH 50MH 50HP5 73CEL 35FB" 4DiT■ 40iC� � � ' ' I � z �� TrIC ��OC��Z51C�L [7{f�T'S 1 CIl:sS1C tT'��C{1C1L3T1111�?tl�C'4'4'�711L T11�EC1I1�CC7C��1y''S ; TOPSMH 7qMH 7pHP5 1$GFL 55i6* 7fliC� W U 1�dOPSMH 76 7flfVIH 10[FF{P5 2�C�6 85i8` Bfli�C■ hl�h �'i�Tf(�Tl�l<l1lC�SC��IICI�IT'C�S FC)C I1�Il�lll6. 15{]PSMH �OOMH 15€MF�PS 32CFL 1UOiB* J^ Q Q 200P5MH 250MHMH 254HPS* �'2CFL z LL Q w M � � Notes: ?50PSMH• Q w Q � � Q 1.Elecironic hallast avaif�ble fgrS4,70, � � � � and 100 watt MH lamps. II1C8��@SC2flt LEQ U � � 2.Otherwattages and bellasts�vaikable�. • {Watts!Type} I 7ype} �/� fn W consutt ractory. : INC 4DLE� w v, J V Y ' Fi t s v e rti c a l o n 3y. , C Q � � Q r FiCs op3ics hprizorttal type 5 onfy. . C J aur000� r�,+1�1S-h1 Q � � �^ W � 17891 Arenth Ave.,Ciky ai Indusiry,CF�91748•{800}423-6551 •Fax:(626)965-949�•www:ela-lightir�g.com•�nfa(c�ela-Righling.com brookside-spec•Page 1 77891 Aren[h,Ave.,City af Industry,CA 91748•{80o]423-6567•Fax:(62fa}965-9494•www.ela-[ighting.com•info@e9a-lighting.com 6roakside-s�ec •Page 2 ", m z � (� w w O Q � � ■ � � � .a► T1NR15 Metal Halide Cutoff'�all Pack � � � � ■ ■ ��► ■ ■ E� �- (� � �, � � =_ C�rdering Illiatrex � � � si■� Specificat�ons and Elevate� �cal� W Q � � � � � � Environmenfial Lightang f�r Ar�hitecture. Inc. BCfl�kSld+� - BRK � � � Er��ironmentc�l Lighting for Ar�6�itecture. �nc. Brvoks�de - BRK (� v � � ,� TWR1S 1QflM T6 LPI TEST Nfl:LTL 14874P �- N 1541LLUM�N+�NC€PLpT(FooCcantllek N �.������� Matrix#: 12Q* 2D$ 24p 277* 3d7 4$� z � Descriptivn: 120V 248V 244V 277V 347V 48�V ���"yJ�' ,�',��f��i`C�#�[��S 'ONythes��oltagesareavaila'�IewithLE�. E- � THESE PLANS ARE ISSUED FOR � Fixture�fausing: Dne-piece sand-c�asling housing,cage,and hood. The castings shall tae free of any foreign materials flr cosmetic fillers. Ftrr wall -'= THE PURPOSE OF PRELIMINARY o T. Lens � and arm mounts,consult factory for installation. � REVIEW AND ARE NOT INTENDED � �'" �� {� t� f-� Z �� FOR CONSTRUCTION. � �� Optics: For hvrizc�ntal lamping,refie�tor units shall be hydroformed or segmented sharp cut-off apti�s. Sp�cularAlzak optical segments are rigidiy � ,° WHEN ISSUED IN r.�� ��:- �� ��.. ��� :•` �t ,;/� ,,�; '�; r' , :,^{", "'-�4 mounted,which attaehes ta the b�ousing as a one-piece module.Reflectors are fieBd ratatabfe in 9flQ increments. For uertical lampin�,units shall °�� q 3 �`"7 ,�, �, �� ,�� '" �, FINAL FORM THEY WILL BE � � 'i ;f"'' � '� � '�. + ,-.�,�„,�;,k�` �� „��,'�� utilize taorosillicate g€ass refractors with open ends. Fully rotatable or�site. �� SEALED, SIGNED AND DATED. I i �;, '�,I' ���i r� I �f 1 � a � '� y ' �I r� I�-.,� Efectri�af Madule:All efectrical compvnents are 11L and CSA recpgnized,mounted on a single plate arrd fac;ory prewired. Quick-discannect plug for 3 U N _ � "-__f � __f �" t'. t h e b a l l a s t r�a d u l e i s s l a e�d a r d w i t h a l l b a l 6 a s t a p t i o n s. I;e f e r e n c e p a g e s�a n d 3 f o r l a m p e h a r a c t e r r s f i c s,b a f l a s t ty p e s,a r�d v a f f a g�t e c h n i c a l d a t a 2 Q � � a a RESPONSIBLE ENGINEER: � Lens:Al] lass anels to be 11�"thick tem ered iass and shi ed se aratel with asketin su lied.The�ark 5kies lens o ticans shaCl be tem ered � BROWN & GAY ENGINEERS, INC. J Matrix#: CG Clear Glass FG Frasted Glass OC Opal Glass DSCG Clear Glass DSFG Frasted i�lass 9 P P 9 RP P Y � 9 PP P � y TEXAS REGISTERED ENGINEERING Des�ri kron: CA Clear Ae 13c FA Frasted Ac hG OA D al Ac li� CJark 5kies Dark Skies glass,ta�tory installed. o � z s a s e Q p' ry' ry` p ry' ( ) { } FIRM F-1046 w N A�g�ass istempered�3atg�ass. GP CI�Br P'QIyC2�bOli2t�FP Frosted Pofycarbonat� WILLIAM R. JANNEY, P.E. p W lamp,harixontal lamp orientation � FinishlCvlor: Finish is super TGlC tP�ermoset palyester powder coat paint. ELA offers RAL color matches along wuth our standard calAr selection. FpQt��die vaiwe�b�s�d Q��2• TEXAS REGISTRATION N0. 108663 Z �' ,�Q�Or Powder CoaY Fanash Hand-Applied Finish Custom and hand appGied colors are availabie upan specfa4 request g MARCH 10, 2016 mauntin height,$S-UO ra9ed lumens. = Matrix# Description Matrix# Descriptian Matrix# Description Lumdnaire Efiiciency. 46.91 � AG Augustine Green MG h�alag�Green CH Cracked Hide Certifi�ation: Fixta�res shall be listed for outdoor,wet locat6on.UL'�598.iP rating 65. � GY Aeehitect�aral�rey MN Nt�idr�ight LV L'€ghf Verde ! !CAU TI ON � � � CC Gharcoal PW Pewker OR C)Id Iron CAUTI�L?N:�ixtwres must be graunde:d in accardance wliM national,sfate,andfor lacal eodes. Failure tv do so may result in seriaus persflnal injury. � CY Clsy SS Sand 5torm R Rust Contractor to Verify exact location DB Dark Bronze 5B Statuary Branze V Verde � & ep h o xis aci i les rior to j HR Harhor Blue VL Village Green ELA RESERVL�S 7HERIGHTTO CHANGESPE�CIFICA710NS WlTNOUTNOTICE. any Construction Activities � Notes: HP Hammered Pewker W White /� � Consul[faC[ory for cusfom coiars. C,`i U TI�N a � CONTACT: "I-800-DIG-TESS ° �• �Pt���s 48 HOURS PRIOR TO CONSTRUCTION U � - -_ EleVated SC,�Ie �o Notes: � 1}BBUapt�anisavailab�letariluorescen4 SL1C�g�'S�eC� Pa�eS �nC� h��'f�lS REVISIONS � �amQ onry. � REV N0. 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Q'UT�OdA: �11E LHfionia Vila Can ers,GA 3dd12 phnne:800-��9-�(141 Fax:77fJ-918-1209 w�r�r�h�l�oi�:a.corn c 2pOG-2�13 aicuit Branus L:c h�inc 1ire.All ric I�[s reserved.R�v.Olf�7li3 , �, � � � � � C 11 otS� 17891 Rrenth Ave.,City of Industry,�A 9i748•{Sp0]423-6551 •�ax:(626)965-9494•www.ela-Gghting.com•infa@ela-lightie�g.com braokside-spec•Page 3 17891 Aren[h Ave.,City o(Industry.CA 9174.8•�804�423-656i•Fax:(626)955-9494•�vww.ela-liqhting.cam•info@eEa-lighting.com brookside-spec •Page 4 Z � � ��o �� CO C'J �y,...-....�L � � � a,� � �`� r' ;. r t `�� estlake Town Council � �� � �'�w-....�,r'"��- TYPE OF ACTION Regular Meeting - Action Item Monday, March 28, 2016 ToP�c: Conduct a Public Hearing and Consider an Ordinance Approving a Planned Development Zoning District (PD) Site Plan for an approximately 1.9-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 commonly referred to as the Westlake Entrada Restaurant Row site, to be located near Aragon Drive and Tarragona Drive. STAFF CONTACT: Eddie Edwards, Director of Planning and Development Joel Enders, Management Intern Strate�ic Alignment Vision, Value, Mission Perspective Strate�ic Theme & Results Outcome Ob'ective Mission: Westlake is a unique community blending preservation of our natural environment and High Quality Planning,Design& Development-We are a desirable viewscapes,while serving Citizen, Student& �,ell planned,high-quality Preserve Desirability our residcnts and businesess Stakeholder &Quality of Lifc with superior municipal and community that is distinguished by academic services that are excmplary dcsign standards. accessible, efficient,cost- effective, &transparent. Strategic Initiative Outside the Scope of Identified Strategic Tnitiatives Time Line- Start Date: March 21, 2016 Completion Date: March 28, 2016 Funding Amount: 00.00 Status - � Not Funded Source - N/A EXECUTIVE SUMMARY (INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) The subject PD Site Plan is generally located in the northeast quadrant of the 85-acre Entrada development, near the proposed Amphitheater site (see attached site map). The Entrada Page 1 of 4 Restaurant Row includes seven buildings totaling 27,351 square feet of restaurant space. The Site Plan follows Entrada's overall design theme which strives to capture the architecture, livability, scale, and essential visual qualities of the Spanish-Catalonian village archetype. A PD Site Plan is required as a condition of the Planned Development zoning for this property. The PD Site Plan approva] process gives the Planning and Zoning Commission, as well as the Town Council, the ability to approve or deny a plan based on quantitative criteria as well as the qualitative criteria contained within the PD zoning for this property. The PD 1-2 zoning ordinance gives the Developer a great deal of latitude with regards to lot layout and design and encourages the Developer to be creative and build a unique development. It also gives the Town opportunities to verify that the proposed development will reflect what was presented by the Developer during the zoning change application process and agreed to by all when the zoning (Ord. 703) and subsequent Development Plan (Ord. 720) were originally approved. Staff and our consulting architect have spent many hours reviewing this site plan and related elevations against a comprehensive set of criteria described in the attached Staff Report. RECOMMENDATION Staffrecommends approval of this PD Site Plan, subject to the conditions provided in the attached Staff Report. The Planning and Zoning Commission recommended approval of this PD Site Plan subject to the conditions provided in the attached Staff Report (3/21/16). ATTACHMENTS 1. Existing PD Location Map and PD Site Plan Vicinity Map 2. Staff Report 3. Entrada Development Plan 4. Entrada Major Public Art Locations with Comments 5. Corresponding Ordinance for Approval 6. PD Site Plan Submittal Page 2 of 4 EXISTING PD LOCATION MAP �� �� ��4�— Q -__'—_� PD 1-2 Entrad� _ �� _-;-=--a�,� -=��4:;�.�.� 1`��'�.4� . �.,::� � '�`�� � j �y �� � 1 } %. ��, ( � y', '�� `,I n,. r �~ ;, .� ��ran r r s� - � . � "� � 11 Jrni�l � �� .��� �` � � � � �+' P D� �;��� �?�-= . il ar}r ��• ' �� —_ 'i tir� � _�—�"` tj '�---� _ �ii' -���,�='` .;vty'� �`9 �� PD 1-3 Granada ��v�. �--=---_ _ _ -- ti ��°''� �. ��" �'o �,�` �r, ���s�-�' `����'� t� F� ;%" ���,c� :,;�''\ ,� � P a� — � �.;; , � ° `��,,� �`'�,�, �- ,�`,�,�,��� '��.�r �A a� � �� � — , � ,,,., � 0��.� 4 BROK'EN 6ENR �ft �����-- k P D 1 � ,�\ a ���, :\ 0 " �� `���.� %4 p a`"�' � OAICS � �r�� ��\ ��� �� w o�q °�' L �W���� a . ���-�' R-1 0 ,.�h � Ra���.� e�.�„ ..,, �P .���_��`�� 3 �,� TO1�YN LIMIT Page 3 of 4 VICINITY MAP AND PROPOSED LAYOUT Case SP-01-22-16 - � .- �,� , - - �.���., - r. - 5"�'I ' ,. . �' ! � �. a � p ,'�� -. . . - f'�: A��o �'�. „ ,. , .� � , ...-- . � �^ , _ �.i 'p i � . _. . . _ _� � . . ' A _ y I � n � �' A�•' ' k� *� � e, . - _ � - . o - . .� .._.__���--. ., ' � 'V � �-���. � y. .'-'� .� •.; ",�.,..-� 4. ., . 1` � _ __ _. _ _ r *. - �_ . - ry�� 1 4 a �~ },+ < �. : �T Ff"t. C � �`''. _ 4� ,,�� `, ' �, .. � ,, � Y�-�-_"",# �� � 4 � ,;� �.� _ � , � ;' , ' i +� ' , t, : - �'�" � .� -- �I . . � a ,�.. � � .. - '�`�.�.�"� ;I �3 �tt . . . � � , - - - , ,�a �-- .� . .� �i��r�- �..�� ...k , • F .. i . __ ..._,..._....�.T , �„ � �� ._;f,� _ .��;�,,, � ' .�,� ��`. � �r...���` ,�,' ."V��,, -�.,,a. i �.:,/� �� •�� \ • r� -� r� �, , ...�- hr. �+r - �rJNy � ���������� J �`' ____.,_ , - �:>. ,-� . - - � .� � �� . �� - - 4 �`i_� �,. _♦�, �J `� �� 'J ��. .. . ....,.4 ..�'\ .. �r�Y':�� � . . � _..� � .�_-_._ ,_ � . . ... �=�1..-. - - d<�� -:'� �.. TROPHY GLUB O a � � � � � � .� �BC1B JAYES � ,�.u� IAedIiA �MEq4 ��� Ceme��y C�� Cy w� �. q.1H- ��{ � FNpy,r SEµfHd.E &�. 's� � 114 �a� �'q� '�s"vEwaK �� � � X 4 '� w � {'� �' tiHv4��+�5' .�. � 4r I � 6 � YVESTLAKE � A ��Nv� � . -+ O t!) ' � � �I�� 114 & � sa.,HA � 0 0t�� DO'vE R6�uD 4�,p .� � ��£ ��* a �, Page 4 of 4 ��y _f �t�, � ff r �� � '; TOWN OF WESTLAKE, TX x � � � r '• r ,� * �`-�`w"� STAFF REPORT TO TOWN COUNCIL Date: 3/28/16 Request: Review and Approval of a Planned Development (PD) Site Plan Agenda Item: Conduct a Public Hearing and Consider an Ordinance Approving a Planned Development Zoning District (PD) Site Plan for an approximately 1.9-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 commonly referred to as the Westlake Entrada Restaurant Row site. CASE INFORMATION Development Name: Westlake Entrada Location: The subject area is generally located in the northeast quadrant of the 85-acre Entrada development, near the proposed Amphitheater site (see attached site map). Owner: Maguire Partners-Solana Land, LP (Mehrdad Moayedi, Centurion American) Applicant: Michael Beaty, Entrada Project Manager Developer: Centurion American Development Group Site Size: 1.99 acres, shown as part of Block B on the Entrada Final Plat. Approved Use(s): The subject PD Site plan shows restaurant uses, which are permitted under Entrada's zoning as set out in Ordinance 703. Summary: A component of the Entrada mixed-use development, the Restaurant Row is intended to complement the proposed amphitheater to the north while creating a unique interaction with the water feature and pedestrian bridge to the south. This PD Site Plan includes seven buildings totaling 27,351 square feet of restaurant space. The Site Plan follows Entrada's overall design theme which strives to capture the architecture, livability, scale, and essential visual qualities of the Spanish-Catalonian village archetype. The purposes of a PD Site Plan are to ensure that the development of individual building lots, parcels, or tracts within the Planned Development Zoning District or Planning Area are consistent with the approved Concept Plan and Development Plan, and to ensure that the standards applicable within the Planned Development Zoning District and/or Planning Area are met for each such lot, parcel or tract. The following sections detail the requirements that must be considered when evaluating this PD Site Plan, the architectural challenges associated with this submittal, and staff recommendations. Note that the individual lots shown on this PD Site Plan are proposed, not existing, and must be reflected on an approved amended Final Plat prior to the issuance of any building permits for vertical construction. I. ZONING RELATED REQUIREMENTS APPLICABLE TO THIS PD SITE PLAN Ordinance 703, which established the zoning requirements and development regulations for the PD1-2 Planning Area, applies to this site plan. The restaurant uses shown on the PD Site Plan are permitted by right under this district's zoning as shown on the Land Use Schedule included in Ordinance 703. This ordinance also imposes certain requirements on building materials, roofing materials, and the pace of development of residential to commercial structures. Included in the zoning regulations which govern development in this Planning Area are: ■ Development Standards for Planning Area 2, PD1-2 (Art. III, Ord. 703) ■ Design Guidelines for Planning Area 2, PD1-2 (Exhibit "4", Ord. 703) ■ Roadway Design Standards for Planning Area 2, PD1-2 (Exhibit "5", Ord. 703) ■ Concept Plan for Planning Area 2, PD1-2 (Exhibit "2", Ord. 703) In addition, at the time of the adoption of Ordinance No. 703 setting the zoning for PD1-2, the following Staff recommendations were adopted by Council that apply to this Site Plan: ■ Dedication of water and sewer easements for public lines. All on-site and off-site water and sewer improvements necessary to serve the development are the developer's responsibility. ■ A detailed landscape plan and parking plan must be submitted with the Site Plans. ■ Sidewalks and trails internal to the site will need to connect by access points to sidewalks, trails, or pubic rights-of-way on the perimeter of the site as well as to sidewalks or trails on adjacent tracts. II. RELATION OF PD SITE PLAN TO APPROVED ENTRADA DEVELOPMENT PLAN The Town required the Developer to prepare a more detailed instrument, known as a Development Plan, for the entire 85-acre Entrada tract prior to any PD Site Plan submittals. PD Site Plans must comport with the approved Development Plan (unless the Development Plan is amended with Town approval). In effect the Development Plan becomes a master site plan, meaning that all the site plans for all portions of the site must fit within the template created by the Development Plan, with allowance for minor changes in configuration if said changes are considered beneficial by Town staff and consulting architects. The Development Plan for Entrada, as recommended by the Planning & Zoning Commission and adopted by the Council in Ordinance 720, has several attached conditions for approval. Relevant to the subject PD Site Plan are the following additional conditions: ■ All structures adjacent to the water, including those involving fee simple ownership, must be handled dimensionally to maximize an aesthetically pleasing adjacency and interaction with the water. ■ Pedestrian bridge should be a point of strong architectural interest creating a "Ponte Vecchio" visual impact type bridge. The other bridge, which will carry vehicular, bike and pedestrian traffic should be a significant design feature of this development as well. Both bridges should be located to link well with public plaza areas. Page 2 of 8 ■ A publicly accessible trail system must be located around the entire perimeter of the water feature with the exception of the villa section. Locations for fountains, benches, tables, public art, and other public gathering areas must be shown along the trail system on the Development Plan. ■ All site plans submitted subsequent to approval of this Development Plan shall comport to all the design standards and guidelines as set out Ordinance No. 703. ■ A Lighting Plan must be submitted for this Development Plan that meets the requirements of the Section 14 of the zoning ordinance for this site (Ordinance No. 703) as well as Chapter 102 of the Town's Code of Ordinances. This plan should emphasize use of bollard lights along trails, plazas, and gathering areas. It should also emphasize shielded low intensity down lighting for parking lots and intersections. (Note: Lighting Plan approved by Town Council on 12/14/15) ■ A Master Landscape Plan for all common areas, right-of-ways, public and private open spaces, and Town Edge Landscape zones must be submitted along with the next Site Plan and before any buildings permits are issued, other than the Site Plan and building permit for the Sales Office. (Note: Master Landscape Plan approved by Town Council on 12/14/15) III. RESIDENTIAL TO NON-RESIDENTIAL DEVELOPMENT RATIOS Ordinance 703 established ratios of residential to non-residential construction to prevent uneven development and ensure that residential uses are not prioritized over retail, office, or other uses. The pace of residential development within PD 1-2 is as follows: ■ First Year of Active Development: Developer is entitled to ten (10) residential units initially. After the initial ten (10) units, Developer is entitled to units eleven (11) through (30) after 45,000 non-residential air conditioned square footage is permitted. "First year of active development" is defined as beginning on the date of the issuance of the first vertical building permit for PD Planning Area 2 (PD 1 -2). ■ Second year of active development shall not exceed an additional sixty (60) residential units. Third year of active development shall not exceed and additional eighty (80) residential units. Year four of active development and subsequent will be based upon the 1500:1 ratio. From Residential Unit 31 forward, Developer must demonstrate to the Westlake Building Official that the 45,000 air-conditioned square feet of non-residential building space is substantially completed, and that for Residential Unit 31 forward, Developer must also demonstrate to the Westlake Building Official that a ratio of 1,500 sq. ft. of non-residential use building space has been permitted for each additional Residential Unit permitted. ■ Developer is to maintain a database illustrating conformance to this requirement to the Westlake Building Official and include an up-to-date report with each new Residential Unit building permit application. Non-residential use buildings must be substantially outwardly completed within six-months of being included in the 1500:1 ratio, which is 1500 square feet of non-residential to each Residential Unit calculations. The following table lists non-residential buildings and their associated square footage approved via the PD Site Plan process for the Entrada development to date, plus the buildings and square footage included in the subject PD Site Plan: Page 3 of 8 Building Use SF CVS Retail 12,900 . . . • � � Primrose Institutional 12,070 � . . . � � Starbucks Restaurant 1,900 Sales Center Office 3,300 Retail 1 Restaurant 1,300 Office/Retai I Office 7,328 Office/Retail Retail 17,320 � . � . . . � : Restaurants West Restaurant 14,951 Restaurant Center Restaurant 5,020 Restaurants Easat Restaurant 7,380 • . . . West Building Retail 22,215 North Building Office 15,215 � . . � . . - � Stage Building Entertainment 8,328 Ticketing Building Entertainment 4,231 Concessions Building Entertainment 3,456 Upper Mezzanine Entertainment 4,362 � . . . � Grand Total 141,276 Including the proposed Restaurant Row, Gas Pad Area, and Amphitheater square footage, up to 30 residential units may be permitted this calendar year, assuming at least 45,000 square feet of non-residential, air conditioned space is permitted within the year (i.e. construction drawings are approved and a building permit is issued). An additional 60 units may be permitted next year assuming that 135,000 square feet of non-residential, air conditioned space is permitted within the year and the Developer can demonstrate that 45,000 square feet of non-residential building space is substantially completed. Note that in addition to meeting residential to non-residential ratio requirements, all residential units must go through the PD Site Plan process and permitting process before construction can begin. The developer currently has two residential PD Site Plans in the pre-submittal stage and one in the review stage, each Site Plan containing six houses. IV. ARCHITECTURAL REQUIREMENTS & CHALLENGES SPECIFIC TO THIS PD SITE PLAN The Town is provided strong aesthetic/architectural controls via design guidelines in the zoning regulations that apply specifically to this Planning Area. The guidelines go into great detail, covering architectural requirements, construction methods, aesthetics, and allowed/prohibited materials for everything from window sills to retaining walls to exterior door hardware. These design guidelines are the most powerFul tool that the Town has to ensure that the Entrada Page 4 of 8 development is built to the high standards discussed, represented, and agreed to by the Developer during the zoning process. The Town receives this control while providing the Developer zoning entitlements (i.e. uses) that grant the Developer great latitude and flexibility in permitted and special uses, as well as dimensional setbacks and no building FAR (floor to area ratio) density requirements. Restaurant Row must serve two potentially competing design demands —the plate requirement of large suburban restaurants versus the small plate characteristic of the Catalonian Archetype. The tension between these two design demands has produced the following: 1. Plate mitigation: To maintain the external appearance of smaller plates while delivering a large plate internally, the architect had to manipulate the spring point of the roof in combination with offsets in the perimeter wall to create what appears to be smaller masses sufficiently well-defined to support a discrete roof form. In this way, each larger plate appears as an assemblage of smaller plates. In addition, it was important to create these smaller plate appurtenances in such a way that their intersection was less orthogonal and more organic. 2. Outdoor/indoor and pedestrian bridge: The more complicated exterior form created interesting outdoor spaces which lend themselves to outdoor seating. Outdoor seating is also a necessary demand of the contemporary land use. Therefore, it becomes necessary to find nurturing locations of drifted gatherings of tables and umbrellas (rather than have uniformly arrayed seating areas). It is this more organic clustering that also helps reduce the massiveness of the buildings. Integral to this solution was the creation a "patio bridge" which extends the outdoor pedestrian use out over the water. In this way the bridge is a land use, not just a utilitarian connection. 3. Percent of glass: Contemporary restaurants also demand large glazed areas. Therefore, careful work within the approved design guidelines was needed to create glazing that was broken into windows instead of glazed wall areas. In addition, smaller, vertically oriented glazing lites help break down the flatness of large glass. 4. Detailing: Detailing became critically important as the large wall areas could be blank and overpowering. Important detailing included "Timber Frame" construction details for the patio covers, more decorative parapet caps, etc. that all add to capturing the Catalonian Archetype (although in more contemporary proportions). 5. Stucco, stone and expansion joints: Of the details mentioned above, none is more important than developing special details that make the "veneer" construction of today look more like the "load bearing" construction of yesteryear. One such detail is the relation between stucco and stone when they appear in the same wall plane. Here, it is important that the stone (laid to the same substrate as the stucco) does not appear to lay on top of the stucco, but the stucco lays on top of the stone, as if it were a partially eroded "parge." Equally important is the concealment of expansion joints, as stucco over load bearing masonry traditionally had no expansion joint. The final rendition of a PD Site Plan submittal is the result of a review and revision process that includes several steps: 1. Town staff, consulting architects and engineers receive, review, and comment on the first submittal. Comments identify the ways in which the submitted design falls short of the Catalonian Archetype and provide recommendations for improvement. Page 5 of 8 2. Town consulting architect meets with Merriman Associates Architects, who are leading the design process from the developer side, to review the comments provided by Town and sketch ways in which these comments can be reasonably addressed. 3. Merriman provides a revised PD Site Plan incorporating staff recommended changes. Town staff and consultants review and provide additional comments. 4. Merriman makes final revisions and submits to Town for review. At this stage any remaining comments should be easily addressed and minor in nature. 5. The final PD Site Plan Submittal is delivered to the Town for inclusion in Planning and Zoning Commission and Town Council agenda packets. As this process is repeated, it is anticipated that the design review process should get progressively more efficient as Merriman gains a greater appreciation of what the Town is looking to create and built structures begin to serve as reference points. While PD Site Plans are an important element of the design and quality control process, they are not a final approval for construction. Note that: 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. V. PARKING Required parking for the Restaurant Row area is provided by the proposed 428 stall parking garage immediately west of the site; there are no parking spaces located within the Restaurant Row area. During events hosted at the proposed Amphitheater, parking will also be provided by existing lots south of the Entrada development via shared parking agreements. Note that Tarragona Drive is not intended to handle special event traffic loads. It is anticipated that the street will be closed to vehicular traffic before, during, and after Amphitheater events. Staff is requesting the developer install removable bollards at the intersection of Tarragona Drive and Aragon Drive for this purpose. Staff plans to bring a special events ordinance before the council in the coming months that will authorize the closure of Tarragona Drive for special events and potentially on weekends (Friday through Sunday during the evening). The area east of Aragon Drive and the area east of Girona Drive south of the Restaurant Row site will effectively become a pedestrian-only zone during peak visiting hours, which the developer and staff feel will enhance the Catalonian-Spanish village feel and encourage spending at local establishments. Further, this pedestrian friendly atmosphere will offer a unique alternative to Southlake Town Center and other competing districts. A Certificate of Occupancy shall not be issued for any building shown on this PD Site Plan prior to the availability of adequate parking (surFace, structured parking, shared parking agreements, or Page 6 of 8 some combination thereof). This requirement is included in the staff recommendations listed below and has been incorporated into the corresponding ordinance for approval. VI. PUBLIC ART There are no public art opportunity areas shown on this PD Site Plan. However, the approved Development Plan does show three potential art opportunity areas along the edge of the water feature. The Town's consulting architect and developer staff continue to consider a number of areas and styles of public art that will enhance the built environment. Public art areas will be developed according to the development plan and the attached Major Public Art Location Map. VII. SIGNS & WAYFINDING Wayfinding and monument signs are not shown on this PD Site Plan, but will be approved separately as part of a comprehensive sign package currently under review by Town staff and consultants. VIII. STAFF RECOMMENDATION Staff recommends approval of this PD Site Plan subject to 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 the 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 in Ordinance 703 and Ordinance 760. 4. Town Staff will review and approve a materials sample palette that shall be presented at the time building plans are submitted for review and said materials must comport to elevations as presented to the Staff and the Planning & Zoning Commission. 5. Landscaping and planters shown on PD Site Plan drawings submitted by the Developer's master architect, Merriman and Associates, be of substantial size, as shown on said drawings, including six (6) inch caliber Italian Cypress in the planters. 6. Solid waste collection area(s) will reflect a "shepherd's hut" type architecture and will be approved by Staff at the time of building permit application. 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. Page 7 of 8 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 amended Final Plat prior to the issuance of any building permits for vertical construction. 8. A Certificate of Occupancy shall not be issued for any building shown on this PD Site Plan prior to the availability of adequate parking (surFace, structured parking, shared parking agreements, or some combination thereof). Page 8 of 8 G �a 5� Q � �4 � �+ �"' �N �� Z �� ��� W ���� f ��� ��� �o� �� ��� �� 400 0 ]00 400 600 Feel ��� SCALE:1"=200' l �'� reu-vo��e'x"o� . �/ rer�-ra�e•x�a, /� �� L H d 8 N D � \ C.R.F. Capped Rebor Found -�� Overhead Power Lines �50�B• S 71'I1�39�6 C.R.S. Capped Rebor Sel E— Down Gu Wre C.M. Control Monummt Y �� _ • S 77'S'/�00�S � Mon Alonument —��3— Existing Contours 74Z18� �� BM i Benchmark FH- -b Fire Hydrant 1�5 Proposed Contours Z Z f� WM- � Water Meler Q N 1CP9'40 B WV- pd Woter Valve Concrete Pavemen� U V Y�W( 9E2.7�� TAT F H W/L Water Line � Aspholt Povement Q �q �a g r FMfl TE%AS LIMREO>Al1TNE0.5HIP �� Uh� ICV- a Irr gal on Con�roi Volve m �A� w�.�aias,ac nei - � -� --� •,r yy SSMH-O San lary Sewer Manhole �`- Wood Fence 0 U Q m m� o.a T.c T. mv. �7. � -.-., // CO- � San'tar Sewer Cleonout - - Q Q ..:�rs (�j' . . � -' � "•� y �� Cha n Link Fence �}a�� 't--- UP- {7 U[I ty Pole � p G �� ���s � � � � LP- 1'{ Lght Po1e x--x—x- Wre Fence � N c� u.V N f8'fI'25'B � �.��.i \ � Tc m oi c��c �? ¢��z� V .,/ �w S 7f•36'ES'6 /� ° �nasa�r wm� Z'� �o�� 185.96' Tp ToP o1 Pavemeni Y w ao �,� � MERCIAL� pARKIN �3.B5� �� TW To ol Wall N . pyWk . . 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I , .re; .�. - . �y.x����� % ` �\ ���-. � HIII � I �y- Jf' I.,:y, � ' , �y � e� �' � ,.:. . ""rq ,�a RESIDEN7IAL«y � � �� :�. H07EL \ _•'.�'� �PARKING n �., ��MT Z �a 5 �� m. � � a,�s: -f: q 9 a G A R A G E e �.:,w.' 6�'48'10'6 �, c� Q �8- : AF. s � ,` � � �r, \ �_ „ y` � s r o y �s N 24' w�ue wrc a on►t�wa J .: .�'� \ J ».�, ,60 , a � ED U ' ' \ (qy - / � � A 5 / S 64'6P'25'S �, o a ;e; M�%� R_ a,� ,,,.. .9,n g� �io-��a.� _-708.00 �e. � s � C PARKING� \/I y b .., ' .•`a re :�y.ss 56.55 ha�cwux . ' `� u 19. ��e � ��.�.�. , °ar' HOIEI GARAGE � ED U 6�s e ����.,� � , � Z J ' { I.�56� � L ' - . " . PLA2A . • , :e;, LC 9P'S3�E I ,.�? �y;c a y 5 \ AREA �� ry '� iiy e' u e ,� a .u, :x�:�ss � al. �� D.I I� G ADA � {� '.� " � . . "°'y ��„� � ODMIILlrflNO AT N16�lClION! 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P.RT.GT. / R=6/ 00� e= +�' vn�wim ruws I L=Y 200' S DD•32'S5'6 ' LC= 4S'35'S' ° IGB.SS� IN ITEft M�RENEW AND�IS NOT INTENDED FOR 20f• CONS7RUC710N,BIDDING, IXt PERMIT PURPOSES. �• � � � ( ROBER�T JOHN DOLLAK17JR., I i .60� P.E./B6B98 IR=f�PB.DO� DA7E 10/23/2013 J - � � L-29. � -N Ib•Pf 39' I � 29.46' Drown B. JLl �ote: 10 11 013 Scale: 1=00 �� Rehsions: � I I 12139R QWNER/DEVELOPER MAGUIRE PAR7NERS-SOLANA LAND.LP. 1221 N I-95E.3UfTE 200 CMROLLTOI�1 TEXAS Pn use)esza2oo DPi Faz (169)892-7202 CaMectJACK DAWSON -i . �� �� • 7�' ` a 'I �j� 4'' � t ' '� '� �, "� ..* '� � .�. � � ,111 `� e�__ � / •r y � � +, � "�� � - `'�,�'-.. .4 �� i� � �'.,��Yi��rs .. y� ; � _ ''`�`� ' . ►'";-`�'�-- • �. . ,: } =�; " , ` . , rd x - ` �b!� � �►f �. . '/+ti',• � w ''^--_�w,,,,'t � �'�' �° ° � � , � �*�'•�• 4 , �.� - 4 �1:� i � �'` - .:�_�� �.y . �,��� ���+� � � � . 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'�.� •- _�*�.�, f�MA�• ..� �� �- �4 . ��� .d � �� � �E � � ���� �r ��� POTENTIAL PUBLIC ART LOCATIONS • • � ��---� �' E. l�i�is would be better placed as ti �_'��•;,t'r,,l+ � ; , . • �► � 1 ,:�; ,,� , ,,,�• � - part of the Amphitheater fare- � , �� This piece seems rer�ote. It � ��laza. �iere people at the theater �. See ccer�,����nt ;t,r C" i},i� �' r. " �' rnay be appropriate if thework is -�,. ' �.� vr restaurant ean more intima'tely • fun�tions like a developmer�t sign ,� ' parta�uCarly suited to the uses in ,; � .� experience tF�e work tfiis location. and will be r�isually contrasted � . � '•�.. with the CV5 signage. Mo+re tv 1 �,; `�- , , __ here ' . ��E � � ! ,: •, -- �.t, •��• - � _ ,; � ,' ---I� ��`.� 1 ' � ,` � '�'"1"� �!� ;�+ . ,E,�� { �I y f r - �� 1,1 �,� t;i ��^ �� ;���' x - wi~ _Y �� ,y {� �}��r ` . <_ i � • Z � � �" _ �� , \;� �r � 4 � ' '' {` ��� � �y�" . h � i y` �� �� . ` �o��`�,� �"' � .y '0 � ' - �: + �► :.�' �, ���` i � '{•+ '� I • �`�?�,:ti ~ � a. According to the Art ' +'• ���'� I �ransect,this should be arz '� , . � - C, Public Art implies that the vbewer ! � �'c�rier�tationJs�ab-Area e�ssociatian'" �, — has an interactian with the artw+ork as �� :�rark. This care be several iyp�es of �.qccordir�g to the public F�rt , they rnake use nf tF�e public domain. :�rork however;at�o�sject - � ``t'- •�nsect,this should be a "Focal � Unaike A or B a wark in this location is �C,� re,�resentateonal or abstract piece ��Pfinitian"wark. Such a work can k�e a "drGve by�riece"offering no real =hould be used.[7rie�Eatican �,�j��t regresentation�l,objeet interaction potera#ial�nd as suCh is �..� �`ecessitates t�at there is a =:�straci, mechanecal,pr a fountain ., � � � nvt feally Pu�[ic Art. �t f�nctiens as a ,�r.+`• �ecvgnixable aspect to the work �fater work.This could ad�o be an more of a sign than an artr�vark.It T�.� =J�:ocia�ed with the Incation, "I�t�r�ctiv�'" �ipcp. kvould be best for this pie�ce to be: . ` +,� � � �'� 1. In the street(m�dian}rrvhizh ,3t 1" {" •; , � ,. '. � _ ` � ,"�, , y • � requires t#�e driver ta drive _ +►.,�M__ ,��_ _ _� �._�� • around it. 2. In the water where it becomes part vf the waier experience. 3. Alpng a irail o�in a pu'bfi� gafhering area. TOWN OF WESTLAKE ORDINANCE NO. 779 AN ORDINANCE OF THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS, APPROVING A PLANNED DEVELOPMENT DISTRICT (PD) SITE PLAN FOR A PORTION OF PLANNED DEVELOPMENT DISTRICT 1, PLANNING AREA 2 (PD1-2), ESTABLISHED BY ORDINANCE 703 FOR THE PROPERTY GENERALLY LOCATED ON THE SOUTH SIDE OF HWY 114, EAST OF DAVIS BOULEVARD, AND NORTH OF SOLANA BOULEVARD, COMMONLY KNOWN AS WESTLAKE ENTRADA. PROVIDING AN EFFECTIVE DATE; PROVIDING A PENALTY CLAUSE; AND PROVIDING FOR A SAVINGS CLAUSE. WHEREAS, the Town of Westlake, Texas is a general law municipality; and WHEREAS, the Town Council of the Town of Westlake finds it necessary for the public health, safety and welfare that development occur in a controlled and orderly manner; and WHEREAS, there is located within the corporate limits of the Town of Westlake an approximately 85.9-acre tract of land known as Planning Area 1-2 (PD 1-2), bounded by Solana Boulevard to the south, FM 1938 "Davis Blvd."to the west, and State Highwayll4 to the north, (Exhibit A), on which a mixed use development is underway; and WHEREAS, because of the size, location, and natural features of Planning Area 1-2 and the Town's need for public infrastructure, amenities, and services, the Town has a critical interest in the development of Planning Area 1-2 and is encouraging such development to the highest possible standards of quality consistent with the Town's long-term development vision; and WHEREAS,because of improvements to FM 1938 (Davis Blvd.), further urban growth throughout the region, and other changed conditions that affect the region, the Town believes there are unique and significant opportunities for new and unique mixed-use development within Planning Area 1-2 that will be consistent with the Town's long-term development vision; and WHEREAS, the Planning & Zoning Commission held a public hearing upon the application of developer Centurion American to amend the Comprehensive Plan to establish PD 1-2 and approve zoning for PD 1-2 on April 15, 2013, as well as the Town Council held a public hearing on this same application on April 22, 2013 after written notice of such hearing having been sent to owners of real property being within 200 feet of the property and notice being published in a newspaper of general circulation in the Town and posted in accordance with the Texas Open Meetings Act, all in accordance with law; and subsequently adopted Ordinance 703 establishing zoning regulations far PD1-2, now commonly known as Westlake Entrada; and Ordinance 779 Page 1 of 8 WHEREAS, following provision of proper legal notice, including written notice to owners within 200 feet of the subject property,published notice and posted notice in accordance with the Texas Open Meetings Act of public hearing, a public hearing was held on March 21, 2016, by the Planning and Zoning Commission (Commission) whereby the Commission recommended to the Town Council approval of the PD Site Plan depicted in attached Exhibit B subject to certain specific conditions; and WHEREAS, following provision of proper legal notice, including written notice to owners within 200 feet of the subject property, published notice and posted notice in accardance with the Texas Open Meetings Act of public hearing, a public hearing was held on March 28, 2016, by the Town Council; and WHEREAS, the Council believes that the interests of the Town, the present and future residents and citizens of the Town, and developers of land within the Town, are best served by adopting this Ordinance, which the Council has determined to be consistent with the 2015 Comprehensive Plan and its Land Use Map, Thoroughfare Plan, and Open Space Plan, all as amended to date; and WHEREAS, upon the recommendation of the Planning and Zoning Commission and after a public hearing, the Town Council of the Town of Westlake, Texas, is of the opinion that it is in the best interests of the Town and its citizens that this PD Site Plan, depicted in Exhibit B, should be approved and adopted. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS: SECTION 1:That all matters stated in the preamble are found to be true and correct and are incorporated herein as if copied in their entirety. SECTION 2: That the Town Council of the Town of Westlake, Texas does hereby approve the PD Site Plan shown as attached Exhibit B and located in PD 1-2 which is an approximately 85-acre tract located south of Hwy 114, east of Davis Boulevard, and north of Solana Boulevard, as reflected in Exhibit A, also attached hereto. The PD Site Plan shown on attached Exhibit B is approved subject to the following conditions: a) Fulfillment of all zoning requirements for this PD1-2 district set out in Ordinance 703 in addition to the conditions accepted by the Town Council at the time of zoning approval (Apri122, 2013). b) All the Development Plan conditions for approval established in Ordinance 720 (adopted October 28, 2013) apply to this PD Site Plan. c) All building elevations shown on this PD Site Plan include the requirement that structures meet all aspects of the Entrada Design Guidelines established in Ordinance 703 and Ordinance 760. Ordinance 779 Page 2 of 8 d) Town Staff will review and approve a materials sample palette that shall be presented at the time for building plans review for a building permit and said materials must comport to elevations as presented to the Staff and the Town Council. e) Landscaping and planters used around the CVS building per drawings submitted by the Developer's master architect, Merriman and Associates, shall be of substantial size, as shown on said drawings, including six (6) inch caliper Italian Cypress in the planters. � Solid waste collection area(s) will reflect a "shepherd's hut"type architecture and will be approved by Staff at the time of building permit application. g) 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 far 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 amended Final Plat prior to the issuance of any building permits for vertical construction. h) A Certificate of Occupancy shall not be issued for any building shown on this PD Site Plan prior to the availability of adequate parking (surface, structured parking, shared parking agreements, or some combination thereo�. SECTION 3: It is hereby declared to be the intention of the Town Council of the Town of Westlake, Texas, that sections, paragraphs, clauses and phrases of this Ordinance are severable, and if any phrase, clause, sentence, paragraph or section of this Ordinance shall be declared legally invalid or unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such legal invalidity or unconstitutionality shall not affect any of the remaining phrases, clauses, sentences,paragraphs or sections of this Ordinance since the same would have been enacted by the Town Council of the Town of Westlake without the incorporation in this Ordinance of any such legally invalid or unconstitutional,phrase, sentence, paragraph or section. SECTION 4: That this Ordinance shall be cumulative of all other Town Ordinances and all other provisions of other Ordinances adopted by the Town which are inconsistent with the terms or provisions of this Ordinance are hereby repealed. Ordinance 779 Page 3 of 8 SECTION 5: Any person violating any of the provisions of this ordinance shall be deemed guilty of a misdemeanor offense and upon conviction thereof shall be fined in a sum not to exceed Two Thousand Dollars ($2,000.00) for each separate offense. A separate offense shall be deemed committed upon each day, or part of a day, during which a violation occurs or continues. SECTION 6: This ordinance shall take effect immediately from and after its passage as the law in such case provides. PASSED AND APPROVED ON THIS 28th DAY OF MARCH 2O16. ATTEST: Laura Wheat, Mayor Kelly Edwards, Town Secretary Thomas E. Brymer, Town Manager APPROVED AS TO FORM: L. Stanton Lowry, Town Attorney Ordinance 779 Page 4 of 8 EXHIBITS EXHIBIT A Legal Description of PD1-2 District EXHIBIT B Entrada Restaurant Row PD Site Plan Ordinance 779 Page 5 of 8 Exhibit A LEGAL DESCRIPTION Le�al Description of PD1-2 District 85.9 Acres BEING a tract of land situated in the C.M. Throop Survey, Abstract No. 1510, the W. Medlin Survey, Abstract No. 1958, the William Pea Survey, Abstract No. 1246 and the Joseph Henry Survey, Abstract No. 742, Tarrant County, Texas and being a portion of Tract 2 as described in the Special Warranty Deed to MAGUIRE PARTNERS — SOLANA LAND, L.P. as recorded in Volume 16858, Page 176 of the Deed Records of Tarrant County, Texas and being more particularly described as follows: BEGINNING at a 5/8 inch iron rod found with "Huitt-Zollars" cap at the southwest corner of Lot 2, Block 1, Westlalce/Southlake Park Addition No. 1, an addition to the Town of Westlake, Texas as recorded in Volume 388-214, Page 78 of the Plat Records of Tarrant County, Texas, being on the northeasterly right-of-way line of Kirkwood Boulevard, a variable width right-of-way as dedicated by said Westlake/Southlake Park Addition No. 1 and being the beginning of a non- tangent curve to the left having a central angle of 9 degrees 13 minutes 11 seconds, a radius of 1428.00 feet and being subtended by a chord which bears North 47 degrees 49 minutes 50 seconds West a distance of 229.54 feet; THENCE along the northeasterly right-of-way line of Kirkwood Boulevard, a variable with right-of-way, as described in Dedication Deed to the Town of Westlake as recorded under instrument No. D208427746, Deed Records of Tarrant County, Texas the following: Along said curve to the left an arc distance of 229.79 feet to a '/z inch rod found with Graham cap at the end of said curve; North 52 degrees 30 minutes 14 seconds west a distance of 32.60 feet to '/z inch iron rod found with Graham cup beginning of a curve to the right having a central angle of 18 degrees 54 minutes 48 seconds, a radius of 612.00 feet and being subtended by a chord which bears North 43 degrees 02 minutes 03 seconds West a distance of 201.11 feet; Along said curve to the right an arc distance of 202.02 feet to a '/Z inch iron rod found with Graham cap at the beginning of a compound curve to the right having a central angle of 24 degrees 06 minutes 47 seconds, a radius of 812.00 feet and being subtended by a chord which bears North 21 degrees 32 minutes 03 seconds West a distance of 339.22 feet; Along said curve to the right an arc distance of 341.73 feet to a %z inch iron rod found with Graham cap at the end of a said curve; North 09 degrees 28 minutes 39 seconds West a distance of 132.24 feet to a �/z inch iron rod found with Graham cap at the beginning of a curve to the left having a centra] angle of 45 degrees 43 minutes 19 seconds, a radius of 708.00 feet and being subtended by a chord which Ordinance 779 Page 6 of 8 bears North 32 degrees 20 minutes 19 seconds West a distance of 550.11 feet; Along said curve to the left an arc distance of 564.98 feet to a '/z inch iron rod found with Graham cap at the end of said curve; North 55 degrees ll minutes 58 seconds West a distance of 190.50 feet to a 1/2 inch iron rod found with Graham cap; North 08 degrees 56 minutes 27 seconds West a distance off 21.41 feet to a '/2 inch iron rod found with Graham cap on the easterly right-of-way line of Precinct Line Road, a variable width right-of-way, as described in Dedication Deed to Town of Westlake as recorded under Instrument No. D208427746, Deed Records of Tarrant County, Texas and being the beginning of a non-tangent curve to the left having a central angle of 16 degrees 09 minutes 21 seconds, a radius of 1,432.50 feet and being subtended by a chord which bears North 27 degrees 07 minutes 42 seconds East a distance of 402.59 feet; THENCE along the easterly right-of-way line of Precinct Line Road, the following; Along said curve to the left an arc distance of 403.92 feet to a '/z inch iron rod found with Graham cap at the end of said curve; North 18 degrees 47 minutes 24 seconds East a distance of 185.36 feet to a '/2 inch iron rod found with Graham cap; North 17 degrees 03 minutes 03 seconds East a distance of 322.64 feet to a '/2 inch iron rod found on the southerly right-of-way line of State Highway 114 (a variable width ROW); THENCE along the southerly right-of-way line of State Highway 114, the following; North 60 degrees 06 minutes 26 seconds East a distance of 44.54 feet to a Texas Department of Transportation brass disk in concrete found; South 71 degrees 03 minutes 32 seconds East a distance of 254.55 feet to a point for corner from which a Texas Department of Transportation brass disk in concrete found bears North 10 degrees 48 minutes 28 seconds West a distance of 0.43 feet; South 77 degrees 26 minutes 06 seconds East a distance of 746.74 feet to a Texas Department of Transportation brass disk in concrete found; South 71 degrees 03 minutes 31 seconds East a distance of 1443.85 feet to a Texas Department of Transportation brass disk in concrete found; South 62 degrees 34 minutes 19 seconds East a distance of 404.34 feet to a Texas Department of Transportation brass disk in concrete found at the beginning of a curve to the right having a central angle of 08 degrees 19 minutes 09 seconds, a radius of 2,709.79 feet and being subtended by a chord which bears South 58 degrees 24 minutes 45 seconds East a distance of 393.11 feet; Ordinance 779 Page 7 of 8 Along said curve to the right an arc distance of 393.45 feet to a Texas Department of Transportation brass disk in concrete found; South 54 degrees 15 minutes 11 seconds East a distance of 399.24 feet to a Texas Department of Transportation brass disk in concrete found; South 64 degrees 19 minutes 50 seconds East a distance of 56.55 feet to a 5/8 inch iron rod found with "Huitt-Zollars" cap at the beginning of a non-tangent curve to the right having a central angle of 02 degrees 13 minutes 56 seconds, a radius of 2,754.79 feet and being subtended by a chord which bears South 43 degrees 17 minutes 37 seconds East a distance of 107.32 feet; Along said curve to the right n arc distance of 107.33 feet to a '/� inch rod found with "Huitt- Zollars" cap for the northeast corner of Lot 1, Block 1, of the aforementioned Westlake/Southlake Park Addition No. 1; THENCE departing the southerly right-of-way line of State Highway 114, North 90 degrees 00 minutes 00 seconds west along the north line of said Lot 1, Block 1, a distance of 2,132.54 feet to a 5/8 inch iron rod with "Carter-Burgess" cap found for the northwest corner of said Lot 2, Block 1, Westlake/Southlake Park Addition No. 1; THENCE South 52 degrees 00 minutes 00 seconds West along the northwesterly line said Lot 2, Block 1, a distance of 1000.00 feet to a 5/8 inch iron rod with"Carter & Burgess" cap found at an angle point in the west line of Lot 2, Block 1; THENCE along the west line of said Lot 2, Block 1, South 00 degrees 00 minutes 00 seconds East a distance of 168.55 feet to the POINT OF BEGINNING and containing 85.90 acres of land, more or less. Ordinance 779 Page 8 of 8 � � 0 0 � O I N � O � O Z L� U W � � � d. W C� m � O � � Z Q � � Q �- (J) W � Q � Q � I-- Z W W Y Q H � W � SHEET INDEX No. Sheet Title � C1 COVER SHEET ' C2 KEY MAP C3 SITE PLAN A1-A4 ARCHITECTURAL PLANS L1 LANDSCAPE PLAN 8c DETAILS M A R C H 2 016 C4 GENERAL NOTES � C5 PAVING PLAN � - PROPOSED DRAINAGE AREA MAP � C6 a C7 GRADING PLAN � �g WATER, STORM, DUCTBANK 8c SEWER PLAN CV I cD � - • - �g EROSION CONTROL PLAN � TROPHY CLUB o o � � DEVELOPER: J .��°o ��� � � Z���� � CRE����G� �BOB JAMES � CENTURION AMERICAN �s,�, Cemeltery Golf MEqO� �z Y � o E��' '( J� Course � a o �, 1800 VALLEY VIEW LANE, SUITE 300 0 SUNS�.�ppHY�'��yo/ ���,qY SEMINOLE w 9� ? � j FARMERS BRANCH, TEXAS 75234 114 ��`�9 �o°P T�O,1,crFRESHMEADO`N wa Z N� Q N � \ s G� � �� �J�RNESS a x I W � z I Q I <a � Z J ; WESTLAKE � � c� INVERNE � o � � N � 0 NI 1' Y 1`�.�����f 11 `t� � �ngirtaa•�nq. :�s�,a�cpmrRt. _on:er-,,r��ar � % K�NG � - c � 0 a� a 114 � � DEVELOPER: � 0�-�° !� �, a SOLANA f � � � o r �, The Mooreland Funds �<�°` o Mooreland Development DOVE ROAD o �,�`�9 Q 1800 VALLEY VIEW LANE, SUITE 300 = y�F "� FARMERS BRANCH, TEXAS 75234 �°°a � MERRIMAM ASSOCIATES/ARCHITECTS, INC. Brown & Gay Engineers, Inc. % TEL: 214.287.9009 ��tµ N 300 N. FIELD STREET 2595 Dallas Parkway, Suite 204 � CONTACT: MIKE BEATY DALLAS, TEXAS 75202 Frisco, TX 75034 � VICINITY MAP � (NOT TO SCALE) TEL: 214.347.7069 Tel: 972-464-4800 • www.browngay.com ° CONTACT: JULIANNA TURNER TBPE Registration No. F-1046 � ����. o l�'' �. A, � ` opyrig t 20 i ; � ��� � r � � , ��• �r� � N� "°� .'�'s' �,*�'�'_��j.: � o � � .� y�" ' ' .,�v'r�-� , �r�' , " ,� - � �f � ..'�� , '.� s���� � � � �� c ,� � i..b�� „�.-� r. ��H',z,� ,��-� _ ' . . . W �� ' � ,,,�.s � b'.!XX,a lr?:��'_ � .' ,. � . � � .� -. �. , .-r�? Y7� _ _... � d'�.. +N r _ .�!`• T _� .,.,��� �y. o } T �3'�''�_���� � �- �-' � � x� '`' ;�;;,'�',�. ,�, .�'�s� ., b THESE PLANS ARE ISSUED FOR � 'F � � •'''�: �'��� -- � __ - � '� � ,� ,} ���'� � _'� �`� �`Jw� � -= �-� - � REVIEW ANDSAREFNOT INTEND D �"���r+.��" o ' , ' � _ 4''� '. � • � '� . FOR CONSTRUCTION. o �� � � �;�. - - �, .. �� -�_ /� ' y�,-.�t y� � ,,,: -- _ WHEN ISSUED IN � �r.-��"'�" � C :-r« V ��. _ — `'�� _ -�• �=�.� a �,: - ` FINAL FORM THEY WILL BE � " - � '' � � '"�", �-,��` _ �°�' ` SEALED SIGNED AND DATED. Y ,.. .� -,w� �,, �4 y . " . - - . ' U .� - _ .. ���� - - _ �� � .., !- .. , -. .T. ,� ,�w U00 '� TOWN OF WESTLAKE . � i �� i w"-�'��4:, ` RESPONSIBLE ENGINEER: i � -- zo . I .. _ � :: _ . , � -� ~ BROWN & GAY ENGINEERS, INC. �� 3 VILLAGE CIRCLE �I 1 �' {N �4 �_ �'`�_ "'q � j. , - TEXAS REGISTERED ENGINEERING TOWN OF WESTLAKE w SU�TE 2�2 � � '- ',� i �,�' � FIRM F-1046 z`'� ���Y� �.���` - �" TEXASI RE STRATAON NO.P108663 z N WESTLAKE TEXAS 76262 _,�_ � .:;�., w � TEL: 817-430-0941 = � � c- � � �i_ � "��"� I MARCH 10, 2016 APROVED � ,� =er }o �_ . 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J - \_ I� = o � , — � / / % 1 1 \ TEXAS REFIRMERED046GINEERING } � I � \�\\\\� / �° WILLIAM R. JANNEY, P.E. � � � Q � • �0 � � ti � � � � ����Foc—� � � � TEXAS REGISTRATION N0. 108663 � / � � �� Q �� � / �� � � MARCH 10, 2016 I / � � �I �I • z � � —�� �— / � o ;/ 1 • � � . � I -------- _ , \o � � � �A�T�oN „ y � �� �� • � � , � � G[� � � �� �� Contractor to Verify exact location `o � � • � � o & Depth of Exist Facilitles Prior to �� ��� �� � ����'-�� __� �� � �� any Constructlon Activities � %� / � — ? �� � � � I � I � FO�F � � CAUTION I I I � \\ \ �\ � J . � I \ �' � CONTACT: "I-800—DIG—TESS o \"� ,`!�5 / I I � � 48 HOUR� PRIOR TO CON�TRUCTION � ci / �. � / � � '' � ���� � p� � � � �,� g � �� / ��� i � I� , o REVISIONS � w � \ I ; I � REV N0. DATE DESCRIPTION �,; \ \ / i� l i ! 3 , \` � ,' II \ ;i � � � �`� \� I � � � i � � p� � \ \ i , , � �A � -� , , o � ��r � r � � ; -_______ � �o i � - � ,;� y:� , a � ; � � . / �i LEGEND � \ � � � , � 'v� � � A� � � � DRAWN BY: � �c� � t \ / w \ ��� �\ � \ � � � � � �I BLOCK NAME CHECKED BY: � � � � \ � � , A Y \ � __ _ � o � _ 3 I \ � � \ !— i --__ ��- �G DATE: a \ � �\\ \ � o � � � ��� � j� •� � � I I 1 PROJECT NUMBER: _° � \\\ I \ � 'r 0 � �� �\ ���A� � j , � ! � �� . �, Sh eet N o. z o � o �\ � �� GRANADA �� � I I � �� I % KEY MAP w � � � \ � � w � � z~ � �� � � �N w ' \ \ � � � o�--v- � �Q � �� / � � �� � �� ��' ,, z� a � ���,� � � � ��� � � - C2 � , � � , .� � o � I _ -; , � , i �� t _ _% � r , 1 . ``'�. �\ ��'����. ��v e� i �-- I l" � � \ � � �, , , ///, mu \ TROPHY CLUB o o � � ° � OVERALL LEGEND J ���° ��'� J ��R� CRE�'����'� �gOB JAMES p� ��`' Medlin MEqO� �� � � FH 5�,� Cemetery Golf y Y J a d -�- PROPOSED FIRE HYDRANT gERS�Sk.TROPHY��,J�2 Fq/�CourseSEMINOLE 9, � _ � �,�09 \�. Vl(�qqY J= = o � ��' Q SSMH PROPOSED SANITARY 114 �`� Go° T'�Op�cr F R ESHMEADO`N m< Z � � < � MANHOLE � s�� `" �� �NVERNESS a x I w , ` � � `��m � � � Brown & Ga En ineers, Inc. a � PROPOSED STORM INLET � i J Y g � WESTLAKE � � r INVERNE � 2595 Dallas Parkway, Suite 204 I PROPOSED STREET LIGHT � I a � � o Frisco, TX 75034 �� _ � EXISTING TRANSFORMER � �t Tel: 972-464-4800 • www.browngay.com I � LS PROPOSED LANDSCAPE � TBPE Registration No. F-1046 I "'"c Contact: Will Janney �<° - ; EXISTING STREET LIGHT �� 114 Tel: 972-464-4835 o Copyright 2015 EXISTING GAS METER � `j0 f ` �� Horizontal Scale: 1 " = 20' Q SOLqNq �� ' r' I ° � EXISTING ELECTRIC MANHOLE �o��r '\\ 0' 20' 40' � � , � EXISTING SIGN DOVE ROAD J ��s� I / � `�9�� `, ° ° � a a , . � EXISTING FIRE HYDRANT o�a � T I � o d a a /d �\t�� � .. n a J ° v Q I J a a d / a o � _ _ / a a a ° � ° °J � ° - - ° � VICINITY MAP � � o / 0 4 d (NOT TO SCALE) �►EVELOPER \ ` � G ° ,� � � � a � ° � � � � //T,� � a �, a a��' � - � ` J �-� a CENTURION AMERICAN \ ° a � 10 '--��` � � � � _ 1800 Valley View Lane, Suite 300 � , ,; SIDEWALK � < � Farmers Branch, TX 75234 ° � � , � , � , a ;� Contact: Michael Beaty ' � � � ,-' / � o C3 � ° � �a 8� � '� Tel: 214-287-9009 d / Q Q /-� QJ � \ -�d d O /� a / a a J O / � / a � / a a a J J a a +;�� / a � ^ !� a � � � � � a o J a J o J a a /.. / � a . \ � ° � a � a � ° c ° `2�` \ o / 6 �� a ° / ° G ` ��������� e a a ° ° / n / a �J a �-� � \ � d a / ° / a a 4a � a a a a / � fnqinr�r��np • �l�Vr.l'��,�rti�rrai • t;�t7't:trui�'�G1'� a a � / n a 6 �` / a � � �'� J ° WATER � ° � � ° a . ,�� � a a � � � EASEMENT ° � � ' � a � � 3 - d d O Q �l /�E �", �� Q p d a / � � \ % �'"-� _ � a ��' a �� a a � � � WATER � Q X / EASEMENT a ' ° I \ � Q d' _a C4 a o � �a a � � II' I - a 1�4.3 � d w \ �� V n II _ � a J � J4 n �Q � � \ � � �9 � d' I � a ' oa J L14� ° aa a !�- - ° f � � f ���� � -'' ,� ° J�� I �j L J a a � � ,� - e a , � C� � z a . 0 � a _ °C5 ° Q ° C6 a �° � � � � 0.583 AC. , 17 � � � a a Q e I 25,376 SF ° ° � � 15.2' � 8 a � ��'a � \ � � � z (n � r a � .' � J � ° a / J a O � w U DENSITY=0.59 88 2> a .� � , °' ° ° a � � a � � , ; �, 9 2' - a ,� R 30' R 1.5' � � Q �-- � � I- 61.5 a � Z f� � �l � ° � - ----'' � � z Q Q �L� � �� �� ���� �Iqf� � �I a� a/ II I • o.• � • ��� �� aa J m ° d d a Q ' n J r � � _ ^ � � � � I I I O � a ��� 6 �' � � �� � �� �� 86.7' 2,�2J �� 5,g�� S� � a ° � �' 0 55 ����� � ° ° WATER �`- 10' Q Q �/ � N Q .� 2� a I I 0.670 AC. ` EASEMENT * U � J L.L � �' scREENE� �„ � c� � c� FFE=629.00 � � � w DUMPSTER �v 4' � � � �" 103.6' FFE=629.00 ° a � �9,173 SF � � � Q � Y / ' DENSITY=0.43 -' PER DESIGN � 6 2.3' � � W GUIDELINES %� � FFE=629.�� a J ,° � � a , a 89 5� 102.3 � �-- w � � Z Q aa d - R1 a , ,.� I �[� � �� �� SCREENED DUMPSTER & Q (n �, w � ' ��� 10' 17.7' a L5 �� � � O2O S� � TRANSFORMER PER DESIGI W - � � m � SCREENED R25' �� � ��(� '�� - - � ` ' � � •9' �[� � �� �� ❑ GUIDELINES z �/ C� � I ' 1 w TRANSFORMER � 2 ��`�� _� _ _ - - - �J a ' FFE=63O.00 a , �� � �� �� O ��J � 1�� \ � O/ d ; a J a 9 - a > � ELECTRICAL PER DESIGN / �'��4 �� � � ° GUIDELINES � � I ° a 64.1 4,��� S�` � � � � EASEMENT � � � -� FFE=629.00 � a a 13.6 � a �' I FFE=631.00 FFE=631.00 z z ° ° a ,� M ° �` / � '� 184.8' _ _ _ -''- a W � �j � , � n a / d � � RETAINING ❑T �''Q I oo a a � � � a � � U O �° , �� WALL ELECTRICAL � �0 � � � � � � � ��L7 s-� � L22 -- � � � �. O � � � s , � EASEMENT � � ° ° � ' -' � _ - � L20 � 20.7' ` � ° 106.9' N � 5� �`� 22.4' ���' � � ° �2� SANITARY n _ a a -�,,;, � a � ° �' a � ° � SEWER ��' ° �-�� � 0 9 ' � � � � � � p� I , '� a , ° �, o a � a , � RETAINING o , a a � , " Q THESE PLANS ARE ISSUED FOR � a � / � � � _ , �- o ,� , � EASEMENT ° WALL 9 ° �/ � THE PURPOSE OF PRELIMINARY 3 6 v\� � � � 6.4 0 � � K /� � d J � c � v � � �'� � J��/ � � ° 67.7� REVIEW AND ARE NOT INTENDED � �� g' � a . ° a , ° p �, a � FOR CONSTRUCTION. o WATER / � ° a ` a L10 � , ��` � � � � ° � , � ° ° ' a ,e `� \ ��-� , 0 �� WHEN ISSUED IN �i EASEMENT � �4 � � � � a '� � �' � � ° � ° < ° � � d � ° � ° n � � � ° ° � � � � �-O__� , / � � ° ' ` ' I ` � ° � � � FINAL FORM THEY WILL BE Q %� _, a RETAINING � ° � ° ', � � � INFRASTRUCTURE L ° ° � � > � � �� , � SEALED, SIGNED AND DATED. Q a a , a , WALL ° � � F � � a � I PEDESTRIAN BRIDGE a ° a ,a a d �11.4 � RETAINING / � � � `� � ° SANITARY '� � a R E S P O N S I B L E E N G I N E E R: � / ��� � a ���, �a a , a ,� J WALL � �°' ° T X�SNREG STEREDG NGINEERN G Zi a , SEWER I , a a a � � a a �-� � a a / a��'° ° y 4 , ` EASEMENT I o ' a ° �` ���\ �`� 8 FIRM F-1046 � 0 a a a I a a a% a � �� � � e _� WILLIAM R. JANNEY, P.E. W � ° a ' � ° a, d 8 � TEXAS REGISTRATION N0. 108663 � 9 a a a � � p , ' � ` I � e a , � � � 4 ° 4 � � � � ° MARCH 10, 2016 a 6 ' � , -'� � , � � ° a - � � a \ _� a � NI a ir a ° a° I o / �, e -� � � d ° ° ° a a /r� n iJ � � � � � �UTI�N �� � I I � I I � � ° ��'I � ° ° a ' � <��' �_ °'-� °�� � INFRASTRUCTURE �, �J a ,-'° J a RETAINING ° � � Contractor to Verify exact location � � -� ° CHAPEL BRIDGE o a a ° ° ° a ° ° ° �, , �� 1�I�A�� , � ` ' & Depth of Exist Facilitles Prior to �� ,� � ° � a � ° a , ° any Constructlon Activities � ao e i, aa / / ° O ° a ° � o° n ` � a , a -' CAUTION III m ° ° -�a a a � � o J CONTACT: 1-800-DIC-TESS C / J '� � d a / J / � a � � a , o a � � , -� 48 HOURS PRIOR TO CON�TRUCTION a � � ;' � e Qa a / � /a J n a a a c �. � n a a � /J° a °� / � � a J a �a 9 , a REVISIONS p e Ja � a a� � ° ° % �° ° ,-'° REV N0. DATE DESCRIPTION OI ° e � /da ° /J ea J � d a�d a � o /a a " a y � -�- � f� /l . . � l l �ld d o / a ° o a � � � � 0 0 � WESTLAKE ENTRADA LINE TABLE LINE TABLE � � I N STR U M E NT #D 21 6 0 2 7 2 0 6 Line � Direction Length Line # Direction Length NOTES: �i 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS N L1 N58° 32' 40.00"E 24.61 L13 N71° 27' 20.00"W 26.69 EXISTING FOR THIS PLAN SET. �RAwN eY: 0 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS ° L2 S71° 27' 20.00"E 39.28 L14 N81° 27' 20.00"W 93.67 OTHERWISE NOTED. = 3. PARKING PROVIDED IN PARKING GARAGE ON GAS PAD SITE. cHECKE� eY: �� L3 S10° 24' 34.37"W 54.05 L15 N8° 18' 27.29"W 92.63 SEE GAS PAD SITE PLANS FOR SHARED PARKING COUNT. � 4. THERE IS NO DRIVEWAY OR PEDESTRIAN LIGHTING WITH � L4 S2° 44' 46.17"E 22.71 L16 N57° 23' 00.26"E 2.07 CURVE TABLE THIS SITE PLAN. ALL LIGHTING WILL BE INCLUDED WITH DATE: o ARCHITECTURE PERMIT PLANS. � L5 S87° 15' 08.74"W 5.27 L17 N49° 13' 20.52"E 40.77 Curve # Length Radius Delta Chord Bearing Chord Length PROJECT NUMBER: �° TBM1 - "❑" Cut in median nose located N 700 feet southeast of intersection of Davis � L6 S2° 44' 51.26"E 28.11 L18 S69° 27' 20.00"E 131.06 C3 115.63 132.50 50.00 N83° 32' 40"E 111.99 Blvd. and Dove Road. Elev. 668.96 �m Sheet No. Z o U S87° 15' 08.74"W 19.51 L19 S74° 27' 20.00"E 66.59 C2 29.27 25.00 67.09 N25° 00' 05"E 27.63 „ „ U D E V E L O P E R O W N E R � TBM2 - ❑ Cut in median nose at intersection of Davis Blvd. and Bull Way. S I TE P L A N �� S U RVEYO R E N G I N E E R L 8 S 2° 4 4' 5 1.2 6"E 4.9 9 L 2 0 S 8 4° 5 7' 4 9.6 7"E 6 3.3 5 C 1 5 9.7 8 6 0.0 0 5 7.0 9 N 2 0° 0 0' 0 5"E 5 7.3 4 Elev. 679.58 wi w ?� Brown & Gay Engineers, Inc. � ° ° �° ' " " " y. CENTURION AMERICAN MAGUIRE PARTNERS - L9 S69° 03 38.79 W 42.27 L21 S2° 44 51.26 E 4.55 C4 29.23 167.50 10.00 N76° 27 20 W 29.20 TBM3 - ❑ Cut in median nose at intersection of Davis Blvd. and Bear Wa z`� � 500 West 7th St., Suite 1800, Fort Worth, TX 76102 Elev. 683.26 }0 1800 Valley View Lane, Suite 300 SOLANA LAND L.P. � � Tel: 817-887-6130 • www.browngay.com L10 S86° 54' 08.87"W 78.47 L22 N87° 15' 08.74"E 2.00 C5 46.11 167.50 15.77 N89° 20' 32"W 45.97 �J Framers Branch, Texas 75234 9 Village Circle, Suite 500 � TBPE Registration No. F-1046 „ , „ , „ TBM4 - "❑" Cut in median nose located N600 feet east of intersection of Davis Blvd. xs� Contact: Michael Beat Copyright 2015 L11 S76° 32' 40.00 W 132.10 L23 S2° 44 51.26 E 47.59 C6 21.98 25.00 50.38 N72° 02 24 W 2�•28 and Dove Road. Elev. 648.47 �� y Roanoke, Texas 76262 z ; Tele hone: 214 -287-9009 o a p � � L12 N48° 32' 40.00"E 103.19 L24 S8° 32' 40.00"W 49.92 C7 58.03 60.33 55.1 1 N74° 24' 15"W 55.82 �� m� � • ... 7' i:' '1 �. �6� ; o.. ��'` . . t � � . '� ,'.,. a, Y��I�I ���J� �� t _ ^�� �' a5 .. �y� �•.: . 1 � �` _: . . � +• �',' ��,.� � uj,�� '� � •� , � �, . �;-' , �'� �,,� � a- .• � �� � � . . �� _ . ' e •r,� .�� y� � "� , � q.� �� b� �" r� .R`t r.a�es � Y . ..- p �I 1� �.� . r! �'�9F�,� � W I a .r � P , � ` �� � r � - "�r r� 5 �' �'°.�" f � '' "��� n �'t, � r�s - � - �.a� � ° . . - L' ` � -�- . � - t; - - � � � � ... .. .. ��., � ' I� . �. �` �# ��,� ��'� . f ��;� ,.� � ��� �..r� i ���r:s..�.� r,� �y'-A �.�L t�� , f �jP. " I� ,. � �,y � :I� i����+xI��g .��M'' ' 3 I� , . . _ _ '.� '` � . � yRV l�� ,�■ '4_`�S B �� `�... 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II � � � � " -�� . / �� � � �� _ � `�� �,. � � --�� �A 3 �LEU FEU � ''�� (31PLANTERS , � � � �- -- � P� (31PLANTERS '� !� ' QUE SHUI 3 � \\\� ,� 3" CAL. � � a, ��-� _ � / .�� � � ,, � DECORATIVE� �` CONCRETE / � �'` _ ` � --,y'�� ------ � � � � '' � � . .. � _ I � � a�� . - � / i � � � � , � . /I !i� 1\\\��� . . NORTH 0 01) LANDSCAPE PLAN > � 0 10 20 30 40 60 � m MATERIALS LEGEND PLANT LIST SCALE IN FEET: 1��-20�-0�� �J CONTRACTOR TO VERIFY ALL QUANTITIES PER PLANS � PLANTS PER � \ PLANTING PLAN� � y CONCRETE � LANDSCAPE ELEMENTS. 2" LAYER OF ' ° : _ "' PLANTS PER-�,\ _ PLANTER: Q CANOPY TREES DG MULCH��-� . � e P AN TER:E PLANTING PLAN � P_� 36" LENGTH X 36" z - � CONCRETE 2" LAYER OF 1 � � WIDTH X 24" � � COMMON BOTANIC DRIP IRRIGATION •. � N 32" LENGTH X `� DG MULCH�4�, i iy HEIGHT PLANTING MEDIUM: QNTY. SYMBOL NAME NAME SIZE NOTES UNDER D.G. MULCH � � s2° wi�TH x � , , , � PLANTER: � L-1 � ��' 48" HEIGHT PLANTS PER� / / 48"LENGTH X 48" ',1-� %�,, COLOR: Q •� i P-2� DRIP IRRIGATION \ 3° CAL. CONTAINER GROWN, P-3 PLANTING PLAN ,;:,' PALOMINO FILTER FABRIC �COLOR: TERRA � , i j� �- WIDTH X 30" UNDER D.G. MULCH � r , Z PROFESSIONAL BEDDING MIX (LOCATED IN INGROUND PLANTING BEDS) � 1 1 QUE VIR LIVE OAK Quercus `= HEi�HT � � LARKSPUR BY SUPPLIER: LIVING EARTH TECHNOLOGY COMPANY 10'-12' HT., 5' SPREAD COTTA 10134 2�� �aYER oF - _ \ LANDSCAPE v � Vlfgllllall8 MATCHING LARKSPUR BY DG MULCH �-� � �� �� � � COLOR: ADOBE FILTER FABRIC CONTACT: LORA HINCHCLIFF; 214.673.3341 LANDSCAPE 61078 _ FORMS o DRIP IRRIGATION LARKSPUR BY 1" IRRIGATION LINE • N � INSTALLATION: PER DETAIL 04 THIS SHEET 4 QUE SHU RED OAK Quercus 3" CAL. CONTAINER GROWN HT. & FORMs = � PLANTER 7 + 5'� CAL. SPREAD PER INDUSYRY 1" IRRIGATION LINE UNDER D.G. MULCH � � LANDSCAPE 3"THICK LAYER OF�., �-Z� SOIL MIX L � shumardii STANDARDS, MATCHING 3"THICK LAYER OF- > FILTER FABRIC FORMS WASHED,ANGULAR '� ' FILTER FABRIC TO � � V ° �� PLANTER • '� GRAVEL FOR DRAINAGE � � L_2 PLANTING MEDIUM: � wasHE�,AN�u�AR , ` �_2', � + � ` > SOIL MIX 1" IRRIGATION LINE � �2� PLANTER SIZE: 1" MAX. �� ': , � COVER GRAVEL � 3 ULM PAR LACEBARK Ulmus • CONTAINER GROWN HT. & GRAVEL FOR DRAINAGE , ' �� — soi�Mix � ` • o . �'�,C,4L-� SPREAD PER INDUSYRY SIZE: 1" MAX. r ` • �COVER GRAVEL O WASH DK A GULAR� ALL PENETRATIONS \� I' # '' ' - � -- DRAIN. CONNECT � � PLANTER MIX (LOCATED IN ABOVE GROUND PLANTERS: P-1, P-2, P-3) ELM parvifolia STANDARDS, MATCHING . `; � , sEAuwaTERPRooF------___, ' ------ , SUPPLIER: LIVING EARTH TECHNOLOGY COMPANY SEAL/WATERPROOF ALL-�\ : GRAVEL FOR DRAINAGE � IN PLANTER TO AVOID I� ° T SS (REF. CNIL) PENETRATIONS IN PLANTER ' DRAIN. CONNECT e• � FILTER FABRIC TO LEAKAGE � � --O PAVING BELOW O � Q CONTACT: LORA HINCHCLIFF; 214.673.3341 � �� � : sizE: ��� nnax. M ' covER�RavE� ,°° � � �� - �REF. aRCH.) TO AVOID LEAKAGE � y - ' TO SS (REF. CIVIL) � , ='�� - - -- " (VERY/MPORTANTJ INSTALLATION: PER DETAILS 02, 03, & 06 THIS SHEET ORNAMENTAL TREES NERY/MPORTANT1 �,,y, � � �J . � � - �t ` � = J PAVING BELOW SEAL/WATERPROOFALL -- „ , o � _- DRAIN. CONNECT 2" DIA. DRAINAGE�' 2" DIA. DRAINAGE I PENETRATIONS IN PLANTER _ QNTY. SYMBOL COMMON NAME BOTANIC NAME SIZE NOTES �/ (REF. ARCH.) TO AVOID LEAKAGE � TO SS (REF. CIVI�) HOLE IN PLANTER ` � L 3 STEEL EDGING: � HOLE IN PLANTER < ° � (VERY/MPORTANTI �• �. � ° � -_ PAVING BELOW �— (/� 15 CUP SEM ITALIAN CYPRESS Cupressus sempervirens 36" BOX 10' HT., FULL TO GROUND (REF. ARCH.) w a W FINISH/COLOR: POWDER COAT BLACK c ` 2�� °iA. °RAiNA�E— '�� PLANTER (P-1) NOT TO SCALE SIZE: 3/16" THICK x 4" x 16' LENGTH � 3 CHI LIN DESERT WILLOW Chilopsis linearis 36" BOX 6' HT., MATCHING HOLE IN PLANTER O�1 � � � MANUFACTURER: JD RUSSELL (DURAEDGE) � / �� N�S�TALL TION PER DETAI8S 04 THIS SHEET � ��V PLANTER �P—�� NOT TO SCALE '��� PLANTER �P-2� NOT TO SCALE � � SHRUBS, ORNAMENTAL GRASS, & XERIC PLANTS �O6� �03� p_� CAST CONCRETE PLANTER: �� � � MODEL: LARKSPUR 24" SIZE: 36" X 36" X 24" HT. QNTY. SYMBOL COMMON NAME BOTANIC NAME SIZE NOTES TREE PLANT/NG DETA/L LEGEND � Z COLOR: PALOMINO 5447 � 19 ILE VOM DWARF YAUPON HOLLY Ilex vomitoria 'Compacta' 5 GAL. 24" HT,, SPACING PER PLAN A. TREE: TREES SHALL CONFORM WITH LATEST AMERICAN STANDARD FOR Q SUPPLIER: LANDSCAPE FORMS �c�+ „ VARIES O NURSERY STOCK. www.anla.org CONTACT: LARA MOFFIT 269.337.1309 �t� 61 LEU FRU COMPACT TEXAS SAGE Leucophyllum frutescens 'Compacta' 5 GAL. 24 HT., SPACING PER PLAN � � INSTALLATION: PER DETAIL 02 THIS SHEET � 9 HES PAR RED YUCCA Hesperaloe parvifolia 5 GAL 24" HT., SPACING PER PLAN � � � O TREE PIT: WIDTH TO BE AT LEAST TWO (2) TIMES THE DIAMETER OF THE E ,4L \ ROOT BALL CENTER TREE IN HOLE & REST ROOT BALL ON UNDISTURBED I ' I � � 7 I YUC FIL COLOR GUARD YUCCA Yucca filamentosa 5 GAL 24" HT., SPACING PER PLAN + ( � ( � � GROUNDCOVER NAT�VE So�L. �..�..� � P_2 CAST CONCRETE PLANTER: �� _ � �� � � ��' � �� � �� �� (� 34 I NAS TEN MEXICAN FEATHER GRASS Nassella tenuissima 3 GAL. 18° HT., SPACING PER PLAN , � � LAYOUT; REF. � �,�� OC. ROOT BALL: REMOVE TOP���3 BURLAP AND ANY OTHER FOREIGN OBJECT; � MODEL: LARKSPUR 30 SIZE: 48� X 48 X 30 HT. � T + � PLANT LIST � �� -s CONTAINER GROWN STOCK TO BE INSPECTED FOR GIRDLING ROOTS.** � ♦^ COLOR: ADOBE 61078 37 MUH CAP PINK MUHLY GRASS Muhlenber ia ca illaris 3 GAL. 18 HT., SPACING PER PLAN )( ~� �� SUPPLIER: LANDSCAPE FORMS �� g p � �� � FOR SPACING � �A�D AT EAST�TWO�INCH S BOVE GRA E.EXPOSED**, FREE FROM MULCH, W CONTACT: LARA MOFFIT 269.337.1309 5 '� � �' � INSTALLATION: PER DETAIL 03 THIS SHEET VINEYARD, PERENNIALS, GROUNDCOVER, & TURF ��, � O BACKFILL: USE EXISTING NATIVE SOIL (no amendments) WATER THOROUGHLY � � GROUNDCOVER SPACING ° �'�,\� �� � TO ELIMINATE AIR POCKETS. /——� '�. ��'���R„" � �� �� _ OO 2076 MERRIMAN ASSOCIATESI ARCHITECTS.INC. P_3 CAST CONCRETE PLANTER: QNTY. SYMBOL COMMON NAME BOTANIC NAME SIZE NOTES i � ���' � � � OFUNGI: APPLY DIVERSE ARRAY MYCORRHIZAE ENDO/ECTO INOCULANT;** REVISIONS � O5 c���51��'� APPLICATION RATE PER MANUFACTURERS SPECIFICATIONS. MODEL• LARKSPUR 48" SIZE: 32°X 32"X 48" HT. 12 LAN URT TEXAS LANTANA Lantana urticoides 1 GAL. 12" HT., SPACING PER PLAN, MATCHING / ` �, �^�'�-,�� COLOR: TERRA COTTA 10134 _� �-� �� �`� 'r�r5-�' O HARDWOOD MULCH SUPPLIER: LANDSCAPE FORMS x 287 LAN MON TRAILING LANTANA Lantana montevidensis 1 GAL. 12" O.C. SPACING, MATCHING o-�� H. vERT�ca� sTAKEs: 2in. by 2in. utvTREaTE� #1 LUMBER LENGTH OF VERTICAL CONTACT: LARA MOFFIT 269.337.1309 �� � � TOPDRESS MULCH SHRUBS / �� � PER SPECIFICATIONS; GROUNDCOVER; STAKES TO EXTEND 1 %z TIMES THE HEIGHT OF ROOT BALL.** INSTALLATION: PER DETAIL 06 THIS SHEET � 390 ROS OFF TRAILING ROSEMARY Rosmarinus officinalis 1 GAL. 12" O.C. SPACING, MATCHING �;, -�� � �;, -�� � � 2" MINIMUM G n G n REFER TO H. O LATERAL SUPPORT: 2in. by 2in. UNTREATED #1 LUMBER.LENGTH OF SETTLED� � ���� ���� � � G � �� ' ��� � `�L A N D S C A P E P L A N � L A T E R A L S U P P O R T S T O B E 1 %z T I M E S D I A M E T E R O F R O O T B A L L. GENERAL LANDSCAPE NOTES THICKNESS � �� G � � �,��P �P� �^ G� � ��;;;��'�-� OR PLANT LIST FOR , Y� O��e a c������E I��I C A Q�T A�EH���o�A L�N N O T E: P R�'�R�L H�R��'�, TOP OF MULCH � " � � - � ���� � ; ° � " � . v �D� SPACING ,� LATERALS & VERTICALS. LANDSCAPE NOTES: �iz�� BE�ow TOP � ` -' � � - `� ' "��� ;�` -� � � - � '�-�. 3� sTEE� A� � X OF CONCRETE ° � �-� `� �`�`�°`�� ,s,� °� � � � "�°`�� ,s,� �� / EDGING '. p. P�AN v Ew TREE PLANT/NG NOTES WALK / CURB � , � � � � �� U � c � �1 ADJACENT �. rvoRrH 1. GIRDLING ROOTS & ROOT FLARE: TREES SHALL BE REJECTED WHEN GIRDLING 1 . PROPOSED LANDSCAPING SHALL BE IN CONFORMANCE WITH ALL LOCAL CODES AND ORDINANCES. � � '� `' �� , < � � � '����`� �� RooTs ,4RE PRESENT & RooT F�,4RE is rvoT ,4PP,4RErvT. a 'J`�o �- a, <<� ,� � TU R F � 2. VERIFY EXISTING AND PROPOSED SITE ELEMENTS FOR DISCREPANCIES. SURVEY DATA OF EXISTWG CONDITIONS WAS SUPPLIED BY OTHERS. SCARIFY . � '�� �";1/�'���; ����� ��-'�,� � � � ,r��� � ��`� �. 3. LOCATE EXISTING UNDERGROUND UTILITIES FOR CONFLICTS. EXERCISE CAUTION WHEN WORKING IN THE VICINITY OF UNDERGROUND UTILITIES. . � ` ��� � ' " ��� 1 �' � 2. FUNGI INOCULANT: CONTRACTOR TO USE MycoApply Endo/Ecto OR EQUAL PRODUCT. 4. CONTRACTOR SHALL PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES. SIDES� • — - = SOIL MIX PER � � � � (1.866.476J800) www.mycoapply.com 5. LEAVE AREAS TO RECEIVE TOPSOIL 3' BELOW FINAL FINISHED GRADE IN PLANTING AREAS AND 1 BELOW FINAL FINISHED GRADE IN LAWN AREAS. _ __ I — . � — SPECIFICATIONS; O � �, 3. INSTALL VERTICAL STAKES FIRST; THEN PRE-DRILL & INSTALL LATERAL 6. CROWN LANDSCAPE ISLANDS TO 6" HEIGHT, TYPICAL AND UNIFORM THROUGHOUT THE SITE. — i� 1 i REMOVE 6" DEPTH I- � O B SUPPORTS. 7. PLANTING BEDS AND LAWN AREAS SHALL BE SEPARATED BY STEEL EDGING (L-3). CUT STEEL EDGING AT 45 DEGREE ANGLE WHERE IT INTERSECTS WALKS AND CURBS. ADJACENT -- — OF EXISTING SOIL k 4. W H E N C O N D I T I O N S E X I S T W H I C H P R E V E N T V E R T I C A L S T A K E S F R O M 8. TOP OF MULCH SHALL BE 1/2" MINIMUM BELOW THE TOP OF WALKS AND CURBS. CONCRETE� 1� AND REPLACE 0 �' EXTENDING 1 % TIMES INTp PqRENT MqTERIAL (ie. rock), THE CONTRACTOR PROJECTNUMBER: WALK ��� — — — — — L_1�W I T H P R E P A R E D I I I SHALL INSTALL STAKES AS DEEP AS POSSBLE. 2015148 HARD/NESS ZONE; NASOIL� — — — --_---- � —_ SOIL MIX �D-1) I - -�i 5. LATERAL SUPPORTS SHALL BE ORIENTED AS SHOWN IN PLAN VIEW. (shown issuE PER SPECIFICATIONS. leftl 1 . WESTLAKE, TX IS IN USDA HARDINESS ZONE 8A: 10F TO 15F j ROOTBALL, ! MaRCHto,2016 2. ALL PLANT MATERIAL SHOWN IS AT LEAST HARDY TO USDA HARDINESS ZONE 8 OR LOWER (SOURCE: MONROVIA PLANT DATABASE, USDA PLANTS DATEBASE) NATIVE� �DO NOT TILL TO A DEPTH 6. QUESTIONS ABOUT WSTALLATION OR FABRICATION OF BELOW-GROUND STAKING SHEETNAME: ; SOIL 6�� REFER TO LANDSCAPE PLAN OF 12" TO MIX. SHALL BE DIRECTED TO LANDSCAPE ARCHITECT. MIN. FOR SPACING DISTURB LANDSCAPE PLAN /RR/GAT/ON NOTES. 7. ALSO REFERENCE SPECIFICATIONS SECTION 02900. 1 . LANDSCAPING IS TO BE IRRIGATED IN ACCORDANCE WITH CITY STANDARDS. �' �� INGROUND SHRUB PLANTING DETAIL NOTTo S�A�E �� TREE PLANTING DETAIL NOT TO SCALE � 2. IRRIGATION SYSTEM DESIGN AND INSTALLATION TO BE PERFORMED BY LICENSED IRRIGATORS IN ACCORDANCE WITH CITY AND STATE STANDARDS. ��O4 � O 1� s"EET: 3. IRRIGATION SYSTEMS ARE TO BE FITTED WITH RAIN AND FREEZE GAUGES IN ACCORDANCE WITH CITY STANDARDS. �� �% ��� � GENERAL NOTES TOWN OF WESTLAKE GENERAL NOTES TROPHY CLUB N o � J ��O O _w`� J 1. THESE NOTES APPLY TO ALL SHEETS IN THIS PLAN SET. 1. THE APPLICABLE STANDARDS AND SPECIFICATIONS, THE CURRENT VERSION OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" ��� caE� 0� G�v �BOB JAMES PUBLISHED BY N.C.T.C.O.G. AND THE TOWN OF WESTLAKE ENGINEERING STANDARDS SHALL APPLY. IN THE EVENT OF A CONFLICT, TOWN OF WESTLAKE ��`'� Medlin MEqO�� �`' �� � 2. CONTRACTOR IS RESPONSIBLE FOR, AND MUST OBTAIN PRIOR TO CONSTRUCTION, ALL NECESSARY CONSTRUCTION PERMITS REQUIRED BY THE LOCAL STANDARDS SHALL GOVERN. THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE TCEQ, A.W.W.A., AND A.S.T.M. REGULATIONS. �5�,� Cemeter�y Golf �"r Y ,, � MUNICIPALITY. CONTRACTOR MUST HAVE A COPY OF THE LOCAL MUNICIPALITY'S STANDARD CONSTRUCTION DETAILS ON SITE.. ��R�NSE'( YG�J � FA� CourseSEMINOLE 9-� _ _ - 2. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE TOWN OF WESTLAKE. THE TOWN RESERVES THE RIGHT TO ACCEPT OR 5 ��PH ��,�°.� .P �i���r J= = o � 3. EXISTING UTILITY LOCATIONS SHOWN ARE TAKEN FROM AVAILABLE RECORDS PROVIDED BY THE UTILITY OWNER AND FIELD LOCATIONS OF SURFACE REJECT MATERIAL OR WORKMANSHIP THAT DOES NOT CONFORM TO THE STANDARDS AND SPECIFICATION OF THE TOWN. ``��" oo �'oo F FRESHMEAD�`N wW Z N Q APPURTENANCES. LOCATIONS SHOWN ARE GENERALLY SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT THE SIZE AND LOCATION OF EACH 114 �' s,G� � 4?� 'N�RNESS a X I v' W PARTICULAR UTILITY. SOME UTILITY LINES MAY NOT BE SHOWN. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ACTUAL FIELD LOCATION AND 3. ALL DISTURBED AREAS OFF-SITE SHALL BE SEEDED OR SODDED AS SHOWN ON THE CONSTRUCTION PLANS. PROTECTION OF EXISTING FACILITIES WHETHER SHOWN OR NOT. CONTRACTOR SHALL ALSO ASSUME RESPONSIBILITY FOR REPAIRS TO EXISTING \ � ��``r"�m z � Q Brown & Gay Engineers, IIIC. FACILITIES, WHETHER SHOWN OR NOT, DAMAGED BY CONTRACTOR°S ACTIVITIES. DIFFERENCES IN HORIZONTAL OR VERTICAL LOCATION OF EXISTING 4. THE CONTRACTOR SHALL HAVE ONE (1) APPROVED SET OF CONSTRUCTION PLANS ON THE JOB SITE DURING CONSTRUCTION. � � = 2595 Dallas Parkwa Suite 204 UTILITIES SHALL NOT BE A BASIS FOR ADDITIONAL EXPENSE. WESTLAKE � � INVERNE � y, 5. THE CONTRACTOR SHALL NOTIFY THE TOWN OF WESTLAKE AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO COMMENCING CONSTRUCTION. N � Frisco, TX 75034 4. ANY CONTRACTOR / SUBCONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY � RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. SAID EXISTING IMPROVEMENTS 6. ALL PAVING AND UTILITIES SHALL BE CONSTRUCTED AND TESTED IN ACCORDANCE WITH THE TOWN OF WESTLAKE SPECIFICATIONS. , Tel: 972-464-4800 • www.browngay.com SHALL INCLUDE BUT NOT BE LIMITED TO BERMS, DITCHES, FENCES, AND PLANTS. ANY REMOVAL OR DAMAGE TO EXISTING IMPROVEMENTS SHALL BE � TBPE Registration No. F-1046 REPLACED OR REPAIRED BY THE CONTRACTOR AT HIS EXPENSE AND SHALL BE APPROVED BY THE TOWN OF WESTLAKE. 7. AN ENGINEERED TRENCH SAFETY PLAN IS REQUIRED WHEN THE TRENCH DEPTH EXCEEDS 5'. K�Nc Contact: Will Janney 5. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL USE SILT FENCES (OR 8. BASED ON OUR UNDERSTANDING AND THE INFORMATION PROVIDED BY THE TOWN, THE WATER AND SANITARY SEWER LINES COMPLY WITH THE WATER 114 Tel: 972-464-4835 OTHER METHODS APPROVED BY THE ENGINEER AND TOWN AS REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT AND SANITARY SEWER MASTER PLANS FOR THE TOWN OF WESTLAKE. o �� � Copyright 2015 PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, OR LOCAL EROSION CONSERVATION, AND SILTATION ORDINANCES. � e�-�O , ' CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE WATER NOTES: a SOLqNq ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS AND � �r APPROVALS BEFORE CONSTRUCTION BEGINS. �<°� 1. CONTRACTOR SHALL PURCHASE A COPIE(S) OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION, AND FOLLOW SAID STANDARDS DOVE ROAD o,`'�`s 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN NEAT AND ACCURATE CONSTRUCTION RECORD PLANS. A COPY OF THESE RECORD PLANS ARE DURING CONSTRUCTION. o ��-r,� TO BE SUBMITTED TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION. = y''`� 2. ALL WATER LINES, FITTINGS, AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST �ood � 7. CONTRACTOR SHALL USE ALL NECESSARY SAFETY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND UNDERGROUND POWER LINES. THE EDITION. ALL WATER SERVICE CONNECTIONS TO BE FORD COMPRESSION FITTINGS. ALL BENDS TO HAVE RETAINER FITTINGS (MEGA-LUG�. USE DOMESTIC �`t� a CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS SHOWN ON THE PLANS AND ALL FIELD CONDITIONS THAT MAY AFFECT CONSTRUCTION. DUCTILE IRON FITTINGS ONLY. `� - 8. SHOULD DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO OBTAIN THE ENGINEER'S CLARIFICATION BEFORE COMMENCING WITH 3. ALL FIRE HYDRANTS SHALL HAVE ONE (1) HYDRA-STORZ CONNECTION AND TWO (2) 2.5" HOSE NOZZLES, SHALL HAVE A MINIMUM MAIN BARREL VICINITY MAP ` � THE CONSTRUCTION. VALVE OPENING OF 5.25", AND SHALL BE PLACED ON MAINS OF NOT LESS THAN 6" IN DIAMETER. ALL FIRE HYDRANTS ARE TO BE PAINTED PER (NOT TO SCALE) D�YEL�P�R ARTICLE IV, SECTION 2.H.5 OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS AND AGREED TO BY THE TOWN. CENTURION AMERICAN 9. CONTRACTOR TO DISPOSE OF ALL EXCESS EXCAVATION MATERIALS AS DIRECTED BY THE OWNER. 4. UTILITY CONTRACTOR SHALL PLACE APPROPRIATE LOCATION MARKS ON THE CURBS PER THE TOWN OF WESTLAKE ENGINEERING STANDARDS. 1800 Valley View Lane, Suite 300 10. THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING WATER, OR BY OTHER MEANS APPROVED BY THE TOWN AND ENGINEER, AT NO ADDITIONAL COST TO THE OWNER. 5. ALL WATER MAINS SHALL BE PVC AWWA-C900, DR18, CLASS 150 UNLESS NOTED OTHERWISE. Farmers Branch, TX 75234 Contact: Michael Beaty 11. ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. UNUSABLE EXCAVATED MATERIAL AND ALL WASTE RESULTING 6. TOP OF WATER MAIN SHALL BE A MINIMUM OF 48" BELOW THE TOP OF CURB OR 48" BELOW FINISHED GRADE. METALLIC DETECTOR TAPE WILL BE Te1: 214-287-9009 FROM SITE CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF SITE BY THE CONTRACTOR AT HIS EXPENSE. USED. VALVES TO BE EXTENDED TO WITHIN 1 OF GROUND IF MORE THAN 48 . 12. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK. 7, FIRE HYDRANTS SHALL BE LOCATED 6' BEHIND THE BACK OF CURB (MIN). 13. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS, MANHOLES, TELEPHONE RISERS, WATER VALVES, ETC. DURING g, CONTRACTOR SHALL CLEAN THE WATER MAIN BY INSERTION OF "POLY PIGS" AT DESIGNATED LOCATIONS. COST FOR "POLY PIG" CLEANING WILL BE THE r M 1���EL�1 `I� ALL CONSTRUCTION PHASES. RESPONSIBILITY OF THE CONTRACTOR. Enq��G�t,�� • Rtv�l��in�nt • f'onszr:�ct��r� 14. BACKFILL SHALL BE FREE FLOWING, FREE OF ROCKS AND LARGE CLODS. BACKFILL SHALL BE PLACED IN 6 TO 9 INCH LIFTS AT OR ABOVE OPTIMUM g, ALL DOMESTIC WATER SERVICES SHALL BE 2" CLASS 200 POLYETHYLENE. - MOISTURE AND MECHANICALLY COMPACTED TO 95 PERCENT STANDARD PROCTOR FOR ALL UTILITIES. 15. ALL PROPOSED GRADING WHERE ANY BUILDINGS MAY POTENTIALLY BE CONSTRUCTED SHALL BE AT OR ABOVE OPTIMUM MOISTURE AND MECHANICALLY 10. CORPORATION STOPS SHALL BE FULL OPEN PRIOR TO BACKFILL. COMPACTED TO 95 PERCENT STANDARD PROCTOR. ALL OTHER GRADING SHALL BE AT OR ABOVE OPTIMUM MOISTURE AND MECHANICALLY COMPACTED 11. CURB STOPS SHALL BE TESTED FOR FULL FLOW WHEN THE SYSTEM IS PRESSURE TESTED. Q X TO 90 PERCENT STANDARD PROCTOR. CONTRACTOR WILL HAVE TO COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY ADJUSTMENTS AND / OR RELOCATIONS. 12. METER BOXES SHALL BE FURNISHED BY THE CONTRACTOR AND LOCATED 6' BEHIND THE CURB. � W � 16. EROSION CONTROL DEVICES AS SHOWN ON THE GRADING AND EROSION CONTROL PLANS FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START 13. WATER MAINS TO BE LOCATED PER THE PLANS. OF LAND DISTURBING ACTIVITIES ON THE PROJECT. rwn � � 14. METER BOXES SHALL BE ADJUSTED TO FINISH GRADE AFTER PAVING CONTRACTOR COMPLETES THE BACKFILL OF CURB. v � z 17. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THE PROJECT. CHANGES � Q O � � ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE TOWN OF WESTLAKE. 15. EXTEND SAMPLING POINT 2' ABOVE EXISTING GRADE AND END WITH A 1" CURB STOP. SAMPLING POINTS WILL BE DETERMINED BY THE CONSTRUCTION 7 18. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL �NSPECTOR. ❑VERALL LEGEND � U � ` w O PLAN WILL BE REQUIRED TO BE REVISED AND / OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON-SITE. 16. PIPE SHALL BE TESTED AT 150 PSI FOR FOUR (4) HOURS. FH � � � � U z 1 9. I F O F F-S I T E B O R R O W O R S P O I L S S I T E S A R E U S E D I N C O N J U N C T I O N W I T H T H I S P R O J E C T, T H I S I N F O R M A T I O N S H A L L B E D I S C L O S E D A N D S H O W N O N T H E � P R O P O S E D F I R E H Y D R A N T � EROSION CONTROL PLAN. OFFSITE BORROW AND SPOILS AREAS ARE CONSIDERED PART OF THE PROJECT SITE AND THEREFORE SHALL COMPLY WITH 17. CHLORINATE WATER LINES AT 500 PPM FOR FORTY-EIGHT (48) HOURS. CHLORINATION IS ACCEPTABLE DURING THE PRESSURE TEST. z Z W O � THE TOWN OF WESTLAKE EROSION CONTROL REQUIREMENTS. THESE AREAS SHALL BE STABILIZED WITH PERMANENT GROUND COVER PRIOR TO FINAL 18. FLUSHING AND CHLORINATION SHALL BE COORDINATED WITH THE CONSTRUCTION INSPECTOR. SSMH z Z Cfl � APPROVAL OF THE PROJECT. PROPOSED SANITARY Q N Q 19. ALL TAPS ON EXISTING MAINS SHALL BE WET TAPS. NO SIZE-ON-SIZE TAPS ALLOWED. � MANHOLE U � J � �- 20. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS GOVERNING EXCAVATION. THE CONTRACTOR SHALL PROVIDE � � � DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS THAT COMPLY WITH APPLICABLE LAWS GOVERNING EXCAVATION. THESE PLANS 20. EXISTING VALVES SHALL BE OPERATED BY CITY PERSONNEL ONLY. ONCE THE NEW WATER LINE IS ACTIVATED AND PASSES BACTERIOLOGICAL TESTING, PROPOSED STORM INLET � � � Ur W SHALL BE SEALED BY AN ENGINEER EXPERIENCED IN THE DESIGN OF TRENCH SAFETY SYSTEMS AND LICENSED BY THE STATE OF TEXAS. SUBMIT PLAN THE VALVES MAY BE OPERATED BY CITY PERSONNEL ONLY. � w � J Z Y TO THE OWNER PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL ASPECTS OF WORK RELATED TO PROPOSED STREET LIGHT � � �J.J Q � _ Q J EXCAVATION. SANITARY SEWER NOTES: - EXISTING TRANSFORMER Q W � �' � m � � 21. THE CONTRACTOR SHALL COORDINATE OPERATION OF ALL EXISTING VALVES WITH THE TOWN OF WESTLAKE. THE CONTRACTOR SHALL BE SOLELYz �/ � � j � RESPONSIBLE FOR SITE TRENCH SAFETY DURING ALL PHASES OF CONSTRUCTION. 1. CONTRACTOR SHALL PURCHASE A COPY OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION, AND FOLLOW SAID STANDARDS DURING `- EXISTING STREET LIGHT Q � W � CONSTRUCTION. � Q � � � L.L � 22. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF GRATE INLETS EXISTING GAS METER � � a AND ALL UTILITIES CROSSING THE STORM SEWER. 2. ALL SANITARY SEWER LINES, FITTINGS, AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE TOWN OF WESTLAKE ENGINEERING STANDARDS, � � Q " LATEST EDITION. Z � 23. THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE STORM SEWER. EXISTING ELECTRIC MANHOLE Z THE TOWN OF WESTLAKE SHALL INSPECT ALL PUBLIC IMPROVEMENTS. 3. THE SANITARY SEWER SERVICE LINE SHALL BE EXTENDED A MINIMUM OF 6 FEET PAST THE PROPERTY LINE. U � O � EXISTING SIGN � 24. THE CONTRACTOR'S BID PRICE SHALL INCLUDE ALL INSPECTION FEES. AS AN ALTERNATE, THE OWNER RESERVES THE RIGHT TO PAY THE INSPECTION 4. SERVICE LINES SHALL BE 4" PVC AND SHALL BE PLUGGED AND PRESSURE TESTED WITH THE MAIN LINE. _ � � FEES DIRECTLY TO THE TOWN. CONSTRUCTION STAKING TO BE PROVIDED BY THE CONTRACTOR, UNLESS OTHERWISE AGREED TO BY THE OWNER. 5. SERVICE LINES ARE TO BE LOCATED AT THE DOWNHILL SIDE OF THE LOT. �° EXISTING FIRE HYDRANT � 25. THESE PLANS DO NOT EXTEND TO OR INCLUDE DESIGN OR SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR IS ITS THESE PLANS ARE ISSUED FOR 3 EMPLOYEES, AGENTS, OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE SEAL OF HEREON DOES NOT EXTEND TO ANY SUCH SAFETY 6. THE TOP OF SEWER PIPE SHALL BE A MINIMUM OF 48" BELOW FINISHED GRADE. THE PURPOSE OF PRELIMINARY o SYSTEM THAT MAY NOW OR HEREAFTER BE INCORPORATED IN THESE PLANS. REVIEW AND ARE NOT INTENDED � 7. THE CONTRACTOR IS REQUIRED TO PULL A MANDREL THROUGH SEWER PIPE. FOR CONSTRUCTION. z 26. SEEDING SHALL BE BROADCAST SEEDING IN ACCORDANCE WITH NCTCOG SPECIFICATIONS ITEM 3.10 "SEEDING". WHEN ISSUED IN � 8. A TV INSPECTION OF THE SANITARY SEWER LINES IS REQUIRED. FINAL FORM THEY WILL BE N 27. FERTILIZER SHALL BE IN ACCORDANCE WITH NCTCOG SPECIFICATIONS ITEM 3.11 "FERTILIZER". 9. THE SEWER PIPE WILL BE PRESSURE TESTED IN ACCORDANCE WITH TNRCC LOW PRESSURE AIR TEST (SECTION 317.2 (a)(4)(B)). REFER TO MANHOLE SEALED, SIGNED AND DATED. � 28. WATER, SEWER, & DUCT BANK WILL HAVE DETECTOR TAPE INSTALLED BETWEEN EMBEDMENT AND NATIVE BACKFILL. DETAIL FOR ADDITIONAL TESTING REQUIREMENTS. w RESPONSIBLE ENGINEER: � 29. THE CONTRACTOR SHALL VERIFY THE LOCATION, SIZE, AND MATERIAL OF ALL UTILITIES AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING 10. ENGINEERED CASING IS REQUIRED WHEN CROSSING STREETS LARGER THAN COLLECTORS. BROWN & GAY ENGINEERS, INC. ? TEXAS REGISTERED ENGINEERING Q CONSTRUCTION. CONTRACTOR SHALL CONTACT AND COORDINATE WITH ALL AFFECTED UTILITIES 48 HOURS PRIOR TO CONSTRUCTION. DIG TESS 11. NO SERVICES ALLOWED ON CLEANOUT STACK. FIRM F-1046 w 1-800-344-8377 WILLIAM R. JANNEY, P.E. w 12. ELIMINATE DISCHARGE INTO THE EXISTING SEWER SYSTEM BY PLUGGING LINE AT CONNECTION. THE CONTRACTOR WILL BE BILLED FOR THE DISCHARGE TEXAS REGISTRATION N0. 108663 N 30. CONTRACTOR SHALL LOCATE AND ADJUST EXISTING UTILITY MANHOLE LIDS, CLEANOUTS, WATER VALVES AND OTHER SURFACE APPURTENANCES AS DURING CONSTRUCTION. MARCH 10, 2016 ; REQUIRED FOR NEW CONSTRUCTION. CONTRACTOR SHALL COORDINATE UTILITY ADJUSTMENTS WITH OTHER DISCIPLINES AND THE APPROPRIATE UTILITY � AGENCIES AND PROVIDE FOR ALL FEES FOR PERMITS, CONNECTIONS, INSPECTIONS, ETC. THESE ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO 13. UTILITY CONTRACTOR SHALL PLACE APPROPRIATE LOCATION MARKS ON THE CURBS PER THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST i i CAUTION ! � o THE CONSTRUCTION CONTRACT. EDITION. �, Contractor to Verify exact location 0 31. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY MONUMENTATION AND PRIMARY CONTROL. ANY SUCH POINTS WHICH THE CONTRACTOR & Depth of Exlst Facilities Prior to 14. PIPE MATERIAL FOR WASTE WATER LINES SHALL CONFORM TO THE NOTES SHOWN ON THIS DRAWING AND TO THE REQUIREMENTS OF THE PROJECT a BELIEVES WILL BE DESTROYED SHALL HAVE OFFSET POINTS ESTABLISHED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MONUMENTATION any Construction Activities ` DESTROYED BY THE CONTRACTOR SHALL BE REESTABLISHED AT HIS EXPENSE. SPECIFICATIONS. SANITARY SEWER LINE SHALL BE SDR-35 PVC IF DEPTH OF LINE IS 10' OR LESS AND SDR-26 IF DEPTH OF LINE IS GREATER THAN � 10'. EMBED SEWER PIPE IN ACCORDANCE WITH LOCAL MUNICIPALITY DESIGN STANDARDS. CAU TION ! ! ! N 32. BARRICADING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE CONTACT: 1-400-DIG-TEss o LATEST EDITION OF THE 'TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", PART VI IN PARTICULAR. TRAFFIC FLOW AND ACCESS SHALL BE 15. WATER AND WASTEWATER LINES SHALL BE LOCATED A MINIMUM OF 9'APART (CLEAR DISTANCE). WHEN SEPARATION CANNOT BE MAINTAINED, SANITARY 48 HOU�s P��oR To CONSTRUCTioN `i MAINTAINED DURING ALL PHASES OF THE CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC SAFETY MEASURES FOR WORK SEWER SHALL EITHER BE ENCASED IN CONCRETE OR UPGRADED TO PRESSURE PIPE (MIN. SDR 26). � ON PROJECT. g STORM DRAIN NOTES: REVISIONS � 33. ONSITE PLANAMETRIC AND TOPOGRAPHIC MAPPING TAKEN FROM DATA PROVIDED BY G&A CONSULTANTS CONFIRMED BY BROWN AND GAY ENGINEERS IN REV N0. DATE DESCRIPTION �; JULY 2014.. 1. ALL CULVERT HEADWALLS AND INLETS TO HAVE STONE CLADDING. i � 34. ANY DAMAGES THAT MAY OCCUR TO REAL PROPERTY OR EXISTING IMPROVEMENTS SHALL BE RESTORED BY THE CONTRACTOR TO AT LEAST THE SAME 2. NO PRECAST CURB INLETS. CONDITION THAT THE REAL PROPERTY OR EXISTING IMPROVEMENTS WERE IN PRIOR TO THE DAMAGES. THIS RESTORATION SHALL BE SUBJECT TO THE � OWNER'S APPROVAL; MOREOVER, THIS RESTORATION SHALL NOT BE A BASIS FOR ADDITIONAL COMPENSATION TO THE CONTRACTOR. RESTORATION 3. ALL MATERIALS AND WORKMANSHIP FOR STORM DRAIN CONSTRUCTION SHALL CONFORM TO THE NCTCOG STANDARD SPECIFICATIONS FOR PUBLIC WORKS o SHALL INCLUDE, BUT NOT BE LIMITED T0, REGRASSING, REVEGETATION, REPLACING FENCES, REPLACING TREES, ETC. CONSTRUCTION, LATEST EDITION, AND THE LOCAL MUNICIPALITY REQUIREMENTS. � � i 35. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR T0: 4. CONTRACTOR SHALL MAINTAIN DRAINAGE AT ALL TIMES DURING CONSTRUCTION. PONDING OF WATER WILL NOT BE ALLOWED. � � ai A. PREVENT ANY DAMAGE TO PRIVATE PROPERTY AND PROPERTY OWNER'S POLES, FENCES, SHRUBS, ETC. 5. STORM PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) 18"AND ABOVE IN DIAMETER AND SDR-35 POLYVINYL CHLORIDE (PVC) PIPE OR � B. PROVIDE ACCESS TO ALL DRIVES DURING CONSTRUCTION. HIGH DENSITY POLYETHYLENE (HDPE) BELOW 18"IN DIAMETER. DRAWN BY: � C. PROTECT ALL UNDERGROUND UTILITIES TO REMAIN IN SERVICE. � D. NOTIFY ALL UTILITY COMPANIES AND VERIFY LOCATION OF ALL UTILITIES PRIOR TO START OF CONSTRUCTION. GRADING NOTES: � 1. THE CONTRACTOR SHALL ADMINISTER SPRINKLERS FOR DUST CONTROL, EARTHWORK OR BASE CONSTRUCTION AS REQUIRED OR AS DIRECTED BY THE CHECKED BY: Y 36. CONTRACTOR SHALL MAINTAIN UTILITY SERVICES AT ALL TIMES DURING CONSTRUCTION. ENGINEER IN ACCORDANCE WITH THE LOCAL MUNICIPALITY STANDARDS. 0 � 37. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING SIDEWALKS ADJACENT TO THE PROJECT FREE OF MUD AND DEBRIS FROM THE CONSTRUCTION. DATE: � 2. FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, ASTM � 38. THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIAL FROM THE PROJECT AREA UNLESS INSTRUCTED DIFFERENTLY BY OWNER OR ENGINEER. THIS D 698. IN CONJUNCTION WITH THE COMPACTING OPERATION, FILL MATERIAL SHALL BE BROUGHT TO A MOISTURE CONTENT RANGING FROM +2 PERCENT � WORK SHALL BE SUBSIDIARY TO THE CONTRACT AND IS NOT A SEPARATE PAY ITEM. POINTS ABOVE OPTIMUM TO +6 PERCENTAGE POINTS ABOVE OPTIMUM +2 TO +6. PRO,IECT NUMBER: �° PAVING NOTES: � 39 MUNICIPA IRYCTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, INSPECTION, AND TESTING AS REQUIRED BY THE OWNER AND/OR THE LOCAL 1. CONTRACTOR'S WORK SHALL INCLUDE PAVEMENT REMOVAL AND DISPOSAL REQUIRED FOR NEW WALK, DRIVE, CURB, GUTTER AND OTHER PAVING Sh eet N O. U 0° ?o FEATURES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, INSPECTION AND TESTING REQUIRED BY THE OWNER AND/OR THE LOCAL �� 40. ALL WORK IN THE CITY RIGHT-OF-WAY, PROPERTY AND EASEMENTS SHALL BE CONSIDERED PUBLIC. ALL OTHER WORK SHALL BE CONSIDERED PRIVATE. MUNICIPALITY. G E N E R A L N 0 TE S wi Z 2. PAVING SECTIONS SHALL BE SAWCUT IN 15' X 15' SQUARES. k w`� 3. PAVEMENT REMOVAL AND REPAIR SHALL CONFORM TO THE LOCAL MUNICIPALITY REQUIREMENTS. CONTRACTOR SHALL MAKE AN EFFORT TO PROJECT }o CONCRETE AND/OR ASPHALT EDGES. QQ �N 4. CONCRETE PAVING JOINTS SHALL BE CONSTRUCTED AS RECOMMENDED IN THE GEOTECHNICAL REPORT NOTED BELOW. �� �z ° 5. S I T E P A V I N G A N D P A V E M E N T S U B G R A D E S H A L L B E P R E P A R E D I N A C C O R D A N C E W I T H T H E G E O T E C H N I C A L R E P O R T N 0. M S 1 5 3 4 9 0 R 2 P R E P A R E D B Y E W I � AND DATED SEPTEMBER, 2015 mo \ TROPHY CLUB o o � � a J � J a � J CRE�'����o �'���� �BOB JAMES �R p� ��`'� Medlin MEqO�� � ��� � � � �R�S�,��� Cemete�Y Golf 2 Y J �� Course � � o � � , � Sv�S p1iY G 2 FAll,y�, SEMINOLE 9-� � ._ TR� �,�p9 \Q, Vl(�qGY Jx x o rn /a 114 �� G0� T�Op� NFRE=MEADO`�� m< Z � Q a � S�G �� �NV ERNESS I W a x �n , 1 � � � ��m � � Q � z z J Brown & Gay Engineers, Inc. I WESTLAKE � � c� INVERNE � 2595 Dallas Parkway, Suite 204 I a �� o Frisco, TX 75034 ,� y�— � � �t Tel: 972-464-4800 • www.browngay.com I ° � TBPE Registration No. F-1046 � "'"� Contact: Will Janney / Od I Tel: 972-464-4835 0 114 Copyright 2015 � � ' � e�-� ; I � Q SOLANq � � a � ��r a '� Horizontal Scale: 1" = 20 DOVE ROAD ��� c, �s � a �T i� \ �p �iq,�9S-�, . I �T a a , 0' 20' 40' a � , c n a , d � a �po cn I � o a /d �\t� � .. n a J ° v Q I J a a d / a o � _ _ / a a a ° � ° °J � ° — — � � VICINITY MAP � � \ o / o � 4 ° J °� a / _`; �'� ! d � G ° \` (NOT TO SCALE) �►EVELOPER , a � � i;-��� a , a'J � _ __-- REMOVE 475 LF EXISTING CURB ' � J ,� CENTURION AMERICAN \ ° a ° �-- INSTALL LONGITUDINAL BUTT JOINT �� � �� ' _ � 1 8 0 0 V a l l e y V i e w L a n e, S u i t e 3 0 0 �' ° '� � � Farmers Branch, TX 75234 ° � � , � , � , a ;� Contact: Michael Beaty ' � � � ,-' / -� a � ' � �� �� a � '� Tel: 214-287-9009 d / Q Q /J a J \` -�d G G /� / � � / / a o a a / J a � a ° �, a � a J '�\ a � l% /��y e � / °J ° J° J a / / � � a \ a n a a a i n c Q ° n \ o d �� � �� '`J �����V i \ ° a ' a Q "_--�---_ � ° / n e \ a e J �� � a n / a �1 n / / fnqinr�r��np • �l�Vr.l'��,�rti�rrai • t;�t7't:trui�'�G1'� J a / a a a 4 , � � a , 'J a a � EXTEND SIDEWALK TO 10' WIDE � � ' , , � G � � / � _��_ � O / Q J � d / / ,1 '1 -� a / � / � / d a � a -�n a Q /a / � J a /, j° aa � ° � � ��� � �_ � a a n a a J o a �� n i a a J a c a o a ---�� �li �� �I �( a '` � I � 0 , i � a , � , —� — / a II � a a ° �n J a �� c `�- � a � a � `} a /f \ 1 � a a a J a d 4 Q d __ __ � / � � �9 I a J a j � ILti��� � d /'� � I I C � � a J � ,° a '— e a / \ f � � L \ a I I 4 a a a � e ° ° d ° a /� � � O � � 0.583 AC. a -� a � 25,376 SF ° a � � � � ' � � 8 a a ��' �� a � � � � � � J a / � i Q J a � a � a � JQ a \ ° DENSITY=0.59 a � � , ���� � ' a ° � ' � U W U � °a �� � r � ��' �� R 30 R 1.5' � � Q �-- � � I— I , a �-- � � 7 Q Z �L� � ��� �l� �C� � � °/ �I � � °;' ° ' � � �� Qa � m a , J � o � _, _�.�.f—'" Z � w � , r a � � � 2�02.� �� � ��� � �l� a � � 7�� � ����� � a a , �, ° � z� Q � � � � � ���� �� �� � � Q.670 AC � P �� � � � � � °° , c� � c� FFE=629.00 � � � I /v ��, ' < , 29,173 SF ° � w Q � ,J � Y , , 4, � 1 � FFE=629.00 ° � �— a a a / ' I DENSITY=0.4� � d 'J < � R1' FFE=629.00 a ,� �` � I �� � ����+�� 'J � � � � ' ° � ~ w Q � z' II a Q d � �� �IVW� � � � W � / 10 � � ° R25 �� — ' � a ' o �� � �� �I�I °_�_ e I i,�2� S� �� � �� �� � z � � � W W � 2 090 �� _ _ — — — a,� FFE=630.00 a a a � �� � �� �l� � � = REMOVE 22 LF EXISTING CURB 9 I — I a a ,�54 S� � INSTALL LONG I �/ ITUD NAL BUTT JOINT ° ° 4y O2C� SF � � � L� � ,/ , � � � I..L � � j a a y�/ ,� FFE=629.00 � a �,_ °° ,-� FFE=631.00 FFE=631.00 z z � � � � � � � � _ - - - a w N ° ° � o � - - J a a � , � � a � o � Q o � c J� � � � � � � � � I � a � ��° J a � � � ° � a . � � O a / / a a a a d Q J a � � �yy� �yy� -1 I � v `3' p J � ° o � a O �' Y �' Y �� a J ° / ° a a J � \ � 0 9 / � � � (1/I � (1/I o I a � a°''� ° Ja 4 Q o a �a �'�� � °J a a ° 9 a a � � ���'.,- O T H E S E P L A N S A R E I S S U E D F O R / �' I �•-� � � � � -.�, � _.�,. � � , , ,� , � a � , � � � a THE PURPOSE OF PRELIMINARY � ° d / � � � , � � a �° �° ° , a , a � �9 � ° a a a REVIEW AND ARE NOT INTENDED 3 J � a a . ` ° a , ° � p �, � ' FOR CONSTRUCTION. � ° a ° V �� /J �° c °° ° n ° ° � � J a J � �O_ � � a d � Q a s a d � a WHEN ISSUED IN �i n ' ' � � ° � a ° � ° a ` � , I `a a , , , a ' ° � � ' J a � � _4� ���� � ' O / � FINAL FORM THEY WILL BE Z � � � � � � �' a a , ' < ,-' ° ° I � a ° ° a , � � � � ����� / ; SEALED, SIGNED AND DATED. � a a i � a J � I a � a a � a a \ � � V� / ° c � a a a Q I I / n � a d a n q� \ � � F / � � � a a � / a J J y� � a RESPONSIBLE ENGINEER: � � 9� ° ,-'�, I � `a , ° �, ��J � " ,�' a BROWN & GAY ENGINEERS, INC. ZI � a � � I I < a a a o d � n c QJ o J Q �a d � 4 a a �L � Q TEXAS REGISTERED ENGINEERING a / O I d o a a � FIRM F-1046 a � a a a a �. a � � � a � WILLIAM R. JANNEY, P.E. Q / �� 9 ° a , I ' � °a a� aa o a � ' TEXAS REGISTRATION N0. 108663 N a , ' � ` � e a , � ' ° 4 � � � ' ° MARCH 10, 2016 r a d d I � � a� � n a d c a o -, a J ° � � i ° \ \ � � � I�� (n � -1 a a a / a '� � � I CAUTI�Iv I p° � a JI d a° I Qa a � �-� , ° d a a a / o a 4/� a I y� / o /J ° n a/ /-b a e a / "-a. I I � ° � � a Contractor to Verify exact location C a a a a a a � J � a ; o a a a �, , �� a a & Depth of Exist Facilitles Prior to �� ,� � ° � a � ° a , ° any Constructlon Activities � ao e i, aa / / ° O ° a ° � a° n ` � a , a -' CAUTION III m ° ° -�a a a � � o J CONTACT: 1-800—DIC—TESS C / J '� � d a / J / � a � � a , o a � � , -� 48 HOURS PRIOR TO CON�TRUCTION a � � ;' � e Qa a / � /a J n a a a c �. � n a a � /J° a °� / � � a J a �a 9 , a REVISIONS p e Ja � a a� � ° ° % �° ° ,-'° REV N0. DATE DESCRIPTION OI ° e � /da ° /J ea J � d a�d a � o /a a " a y � —�— � f� /l . . � l l �ld d o / a ° o a � � � � 0 0 N N �' / N C O d � N Ni NOTES: DRAWN BY: � 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS ° EXISTING FOR THIS PLAN SET PAVEMENT LEGEND �'i 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS CHECKED BY: Y OTHERWISE NOTED (SEE GEOTECHNICAL REPORT) 0 � , , CONCRETE PAVERS ABOVE 3/4" OF SAND DATE: o TBM1 — "❑" Cut in median nose located � 700 feet southeast of intersection of Davis � AND 5.5" 3,600 PSI CONCRETE W� #3 � Blvd. and Dove Road. Elev. 668.96 BARS ON 18" O.C.E.W. ON 6" OF PROJECT NUMBER: � , � LIME/CEMENT TREATED STABILIZED � TBM2 — ❑ Cut in median nose at intersection of Davis Blvd. and Bull Way. SUBGRADE. SEE ARCH. PLANS FOR ° Elev. 679.58 PAVERS TYPE AND LOCATION S h e e t N O. Uj Zp v�� TBM3 — "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. PROPOSED SIDEWALK 4" 3,500 PSI P A VI N G P L A N w`` Elev. 683.26 w � � ° � CONC. PAVEMENT W/ #3 BARS � 24" Z� „ „ O.C.E.W ON 6" STABILIZED SUBGRADE Z N TBM4 — ❑ Cut in median nose located �600 feet east of intersection of Davis Blvd. w ' and Dove Road. Elev. 648.47 �� Z �� � N C5 Z " a� ��o �� m C� � a� � � � 1 \ � ! _ - - - - ____ _�� � � �'—'/ � � � ,� � �--. j �-- � / j / ��� �� \� \ \ TROPHYCLUB J � � L � � � � � � - - - - - - . � N o r \ � � _ -_ � -� / �� � � � � � � i i � � ��\ ��� � J ��° � ��� � � � CRE�' �� �'� �BOB JAMES � , � / � � / � �- �� � � �\ \ ��R � � � �\ I I � � I � — — — — � � _\ / // � � � � _� �/ � � \�\ ��°' Medlin MEqO� �� � a � � � ` — - 645 �_ � � � �_ � —� � � � /- � \� �� g�Fz`� SF.� ��,v� Course r � o � � \ \ 1 I � � — — � / / LEGEND � � _���� S� Cemetery Golf y w � / N \ \ \ I I 1 � � � _ I, I — � _� ` �/ " / � � / / /- � '� / � / � \ \\ � S�� TR�PHY 2 FAll3�, SEMINOLE 9-� � 2 � ° \ \ \ \ \ � � � � _ _ � -� � � � �— � / � � / � / � / /. � \ \� � � � DRAINAGE AREA BOUNDARY `'�'F�9 oP T,p��cF FRESH ;� o � � \ \ \ \ \ � ' � — � __ � �- � J / / � � � �- �i � � � \ \ � 114 G0�' O0� rN = MEADOw a< X � \ \ \ / — �_ _- � �- � �� _� � � / � r �— /- _/ / _/ � � � \ \ \ � \ � � �m �JJERNESS I Q 1 ^ ` \ \ � � / / � � EXISTING CONTOUR LINE s� `�� \ Y 1 �, � � � � _ � � / � / , � / / � 1 � z z J Brown & Gay Engineers, Inc. � � / — — — — ' \ � ' � � � � � --i � / / � � s5o PROPOSED CONTOUR LINE � � = 2595 Dallas Parkwa Suite 204 a I I I � � i � � J _ � — — — � ` � � �" � � / � / / / / � l 1 WESTLAKE � � INVERNE � Y, a� I \ � , _ ` f _ , _ — _ _ � � � � � � ^. �-- � � � � � � � J � — — PROPOSED SANITARY SEWER �, o Frisco, TX 75034 � � Q� I I 1 i � � � � � _ _, _ ` � / / � � � / / / � I � �t Tel: 972-464-4800 • www.browngay.com � I ° � \� � � 64� � � � � — � � _ _ � � � �� � /. � � —� ^ / / � � / � � K� TBPE Registration No. F-1046 � � l \ � '' _ � �— � / � � "c Contact: Will Janney l I l l , � � �- — — -� �� � � � —" / � / � � P3 �DRAINAGE AREA NUMBER ,'° I \ \ � � - _ ---- — � —� / � / / �� 114 Tel: 972-464-4835 d � ✓ / � , � , � � / _ 635 _ _i� —�� � '— � � /- � � / � � / � � � 3.51 32.5 �100—YR RUNOFF IN C.F.S. o Copyright 2015 / � I / / / ' � � � �� � / / > SOLAN ��� f / o \ I � / / / / / � ' — _. � � � � � � / � / � Q a r I ° � � � � / / / / / � � � __ �_ __ � � � -/- -� /J � / / / � - DRAINAGE AREA IN ACRES ��o��r / I � / i � / / / / � Horizontal Scale: 1' 30' < l � / � / � �- � � � � �� � / DOVE ROAD Cy�c�`S,T �, ° , 1 � / / / � , � � � � � � r `— � � / � / � ♦ DRAINAGE FLOW DIRECTION o �;9,� / I � � � � ✓ � / / � / 0' 30' 6 0' a � ��'�� / � / � � � / � ° a � � � ° J\ \ / / / � � / / 630a�4 a� < � °/ � � � � , ° � '° � l L / < � ` � � � STORM DRAIN INLET ���v��'°� a I � � __ / � d / d a � \O � \\ � � \ \ � \ \/ � _ _ � / �° � f � � � i � i � ° � ,� a ° ` — � � � 4 � � � ���� �� � �� � , VICINITY MAP � � , J � — / � � � ,` , � � � � \ � � ' � � � �� �� � � � (NOT TO SCALE) �EVELOPER � \ � — — � / / / / � ,�J � — � � ,`\ �' � � � ��� �� � CENTURION AMERICAN � � ° � / � � a � � � � � �� ' \ � \ � � � _ _ � _ _ J / _ 1800 Valley View Lane, Suite 300 J / / n /a �\ � \ � � � � _ �"_ �' _ . � � � / / / / / / � / a / a _ _ � , \ � � � ` � � � � � � _ Farmers Branch, TX 75234 ° � / , d , � Q — — — — — � � � � � , � � � � � � � � �� � � � � _ 6 � � .� � � /� � a ;� � � Contact: MichaelBeaty � ' � � ,-' / � a � P a g, � � � � � � � � 35 � _ � I Tel: 214-287-9009 a / a ! a ° � � � � �a , a\ � � � � � � � � � \ / . � d + � // Q a a a � J a J ° � \ — �, a\ _ _ � — _ _ � i � �� / / / a \ � \ / a / � J J �J . � ��_ � � � �� / / ° \ \ A■/''+�'►/ \�11l aa / a o � a a a ' , 3 ' \ /�,, — \ ° a a � ° c .a \ 0 6����_ _ _ O �� � � / a 1 � i !� 'Y i 1����� A1 \ � Q a a �-- a , � � — c � � \ \ a d d c — — /��/i, \ \ �_____ n a ° \ / d _ _ __ — _� n / / fnqinr�r��np • �l�Vr.l'��,�rti�rrai • t.�t7�t:trui�'�G1'� v J � \ l?i! 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S I"12 2 t N O. m z o Elev. 679.58 �� PROPOSED w`` TBM3 - "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. z� Elev. s83.26 DRAINAGE AREA �� w � TBM4 - "❑" Cut in median nose located N600 feet east of intersection of Davis Blvd. M A P Q Q and Dove Road. 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Q � i � TW628.90 i. a ° ° �, ' � � �� � �� � � � ,� -� � \ ° ° ' , a �� t a TEXAS REGISTERED ENGINEERING .- �� �a � BW621.18 - - - MATCH EXISTING WALK I < � � � � � «� _� a, y 4 � i _ - _ _ BW621.18 _ _ � � \ \ � � x ' � . , 8 FIRM F-1046 Q � �� � 4 6 Q o � MATCH EXISTING WALK ____ � � MATCH EXISTING WALK - __ I ° � ` , ^ � � �\ ���C � � � � \ � � ` � � � � � � � WILLIAM R. JANNEY, P.E. _- - -- - - - � < � � � a „ � � � � � � � � TW630.78 a ,� � � TW628.26 � d � � � TW628.85 �' i � � � � � � � , a � � TEXAS EGISTRATION N0. 108663 _ __� - \ � \ R 6�1 �TW628.89 / /� � �� /_ J ° � a ' a a \ � � � � � � BW621.23 '��,. � ° a 4 � ' � ° a • MARCH 10, 2016 a . r BW621.18 / / , BW621.18 ' � - � / / � , _� , , a / ° � � �\ \\ � � � � � MATCH EXISTING� � � r , � ( , � � _ � � BW621.18 / � � � � �_, � �i 4a ,�MATCH EXISTING WALK- � � �� " MATCH EXISTING WALK- � � � �' MATCH EXISTING WALK � � � / / / � ° �° I a , ', � ' � � ° ° ° < � �\ � ��\ � � � � � TW630J1 � ' ° -�\ � ' ! ! 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Elev. 668.96 SSMH PROPOSED SANITARY PROJECT NUMBER: �° � MANHOLE � TBM2 - "❑° Cut in median nose at intersection of Davis Blvd. and Bull Way. Z o Elev. 679.58 � PROPOSED STORM INLET S h e e t N O. �� TBM3 - "❑° Cut in median nose at intersection of Davis Blvd. and Bear Way. EXISTING CONTOUR LINE G R A D I N G P L A N wi w Elev. 683.26 z W 650 PROPOSED CONTOUR LINE Z�' TBM4 - "❑° Cut in median nose located N600 feet east of intersection of Davis Blvd. w � }o and Dove Road. 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O � � ' �'`4 a 1 - 8 SANITARY SERVICE Or � � -S'. I < a a a � �''-1 n J � a, �"'..,� =: � �e � • • INSTALL: , j� �� G � , d , a < n J � � �. » T � ! � � � 1 - FH � � � e I �( � -� a � a � -�'� � � a a � CONNECT TO EXISTING 8 � O � � a , �, a , , � , a , THESE PLANS ARE ISSUED FOR �, , �9 " '�%�CONNECT TO _ - , a ' ,-' a° °\ ° �� � a��`__ g ° , a , SANITARY STUB THE PURPOSE OF PRELIMINARY 3 a » ����`�� � � � r ' a ,. � � ° a a REVIEW AND ARE NOT INTENDED � EXISTING 8 / ��� � � � � d c ° � , ° `,� J � � WATER STUB ' a a V �� � � °° a � ° ° a "�--,.� � a � � � FOR CONSTRUCTION. i 1 �''Q , , a o a a ,� ° a � � ° , ��-.�a ,; �' � ���� ', Q �� WHEN ISSUED IN . z WATER EASEMENT � �4 � � � �'�4 ° /J � ,�' ° d ` � " a ° � � � d d ° '4 ° � _ � � �—�— � � I _ / � � FINAL FORM THEY WILL BE � -.� / �' a a , < ,-' I I � a ° J . , � � � �"Q ���� / ; SEALED, SIGNED AND DATED. � '��' jl// � a / � µ0 / ,/% � H ���"r/ a a a � J a a a 4 \' \ � d d .. N ...- � ° n I i ° J a a ,���„� ........, 'J � a� � / ,s , < l � \ `"` � � a � ° a Q I a � � � �� / � ��-- _ � � � � RESPONSIBLE ENGINEER: V � z� ;'" ��� �� � � � ° ,-'�, � I � `a a , �� �'�S ° �= �d�' a BROWN & GAY ENGINEERS, INC. � � ° � a �� � I I a � , ° a � ° ° '� < a-' a � : TEXAS REGISTERED ENGINEERING }i /' a��'° ° y 4 , � o � �. � ° � � / a ' / a SS � � � WILLIAMRR. JAN EY, P.E. J O� ° ° a ° I ' a ° � °a a� aa��� � � ` ' ; TEXAS REGISTRATION N0. 108663 ? � 9 d I Q \ d ... _. C Q �yy� � G f-J d �, ,. � a , � � � e a , <-. 4 � � � j� � � ; MARCH 10, 2016 � a n I a -p a Q o J��v-,.a a . 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D U C TB A N K � CX, �N Elev. 683.26 ss PROPOSED SANITARY SEWER Z � SEWER PLAN }Z TBM4 — "❑" Cut in median nose located N600 feet east of intersection of Davis Blvd. � PROPOSED SINGLE CONDUIT DUCT BANK �g and Dove Road. Elev. 648.47 / — — °�� \ PROPOSED STORM SEWER C$ Z " a� 0 o� � � mo C . � � � � __� -. / :' % � / .. / / . 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Z / �'�4 �'�V �'�0 � � � ; -� a a n a / a�l I i . n a / a J a II \. \\ \ � ° � a � � ��� . a g o a iJ J a ° a ° n � — a ° . °��-- a a ��, � — — — — 1 � � \ \ y� _���0 � / � .� � e a a � � � . � � ��' �� � — — — — — � � A a o - \ � �� / N � .\`_ a � �`' ` � ' / � � / ° ° ° , ' � — — — — � � � � � ° n � � � � � -`,� RESPONSIBLE ENGINEER: � � _ --- � � ° ° � f _ _ — — — f / / ��, I / a ° J ° a j � � � � \ � � ° ° �� � � � � , BROWN & GAY ENGINEERS, INC. �� .� � � — — — — _ _ — — — J / i � �_ ° �� / � � — — � � � � � � � -' a � TEXAS REGISTERED ENGINEERING w ,;' � "� ��' a ��, i _ _ — — — _ _ _ � , � � � —n- a b — a �� � �. � \ � � � � � � � �� � ` �°' a FIRM F-1046 � /� , '' a � / � i-1 a � � � � �_..__ I ',J a a a a � / � � � � � \ � \ � � a a i � Q J a a �a a � i _ — — _ _ _ _ — / - I -- a \ \ � �� � � � � � \ \ a , � W LLIAM R. JANNEY .E. � �� � � L�-� ' ° � � � � � — — r,1 ', — — — — � / ^-I ---_-�I . 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' . �' -� , � � - -� � � � � .� C OF P01 APPRr NOTE: ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS � � � � � � � � � � ' � � ' � � ' � � ' � � '� A 1�1�� fEE CHECKED BY: � . � � . � � . � � . � � . � � . � � . � � . u,l � S BE 6'� � � FILIER FABRIC MATERIAL SECURELY EXISTING FOR THIS PLAN SET Y T� \ I FASTENED TO THE POSTS OR (IF USED) �n 50' Min. .o , �� 1HE WIRE MESH. � S I D E VI E W E N D VI E W � - - - - - - ° . � STEEL POST DATE: � N OTES: � Transition to Roadway� M . APPROXIMATELY 8" OF FILTER TBM1 — „❑'� Cut in median nose located N 700 feet southeast of intersection of Davis � 1. STRUCTURE: 1/4" GALVANIZED HOG PANEL FRAME. � — o • � FABRIC MATERIAL MUST EXTEND Blvd. and Dove Road. Elev. 668.96 PROJECT NUMBER: � 2. FABRIC: GTF-400 9oz WOVEN MONOFILIMENT � . , ° �c,� - - ` INTO A TRENCH AND BE ANCHORED o � � ��' FOR ADDITIONAL STRENGTH / WITH COMPACTED BACKFILL MATERIAL � FABRIC SECURED WITH "J" CLIPS EVERY 8 INCHES. N e , � ��,�-� FILTER FABRIC MATERIAL MUST TBM2 — »❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. 0 3. GRAVEL BAGS: UV PROTECTED FILL WITH GRAVEL OR ON SITE DIRT. � _ � P�� BE AnACHED TO A 6—INCH RUNOFF S h e e t N O. U 4. GRAVEL BAG PLACEMENT: ENDS, TOP AND CENTER. �'(\ 0 — Elev. 679.58 Z o a � , � ���� (MAX.) MESH WIRE WHICH HAS ry —� i�/��� i BEEN FASTENED TO THE POSTS. ��{���.��,��j/� / � E R O S I O N C 0 N T R 0 L �� ADVANTAGES: Rad��s �5' Min.) . ° . •�/��\��' �� Z � � � � TBM3 - "❑° Cut in median nose at intersection of Davis Blvd. and Bear Way. w i A) EASE OF INSTALLATION �!��/�\\�� � -� � APPROXIMATE 4 X4 Elev. 683.26 w B) EASE OF MAINTENANCE R.O.W \��\\����� o . TRENCH P L A N Z~ C) HINGED AT TOP AND BOTTOM TO FIT MOST CURBS — !��i�\ � �� z�' �) CAN BE REUSED ��� � _ .�' TBM4 - "❑'� Cut in median nose located N600 feet east of intersection of Davis Blvd. }Z P L A N V�E W � .��� and Dove Road. Elev. 648.47 �J °�� H EAVY DU TY CU RB N LET PROTECTOR STAB � ZED CON STRU CT ON EN TRAN CE N STALL N G A � LTER FABR C S LT FEN CE Cg o� �- m� �y,...-....�L � � � a,� � �`� °' ;. r } `�� estlake Town Council Meeting � �� � �'�w-....�,r'"��- TYPE OF ACTiON Regular Meeting - Action Item Monday, March 28, 2016 ToP�C: Conduct a Public Hearing and Consideration of an Ordinance Granting a Specific Use Permit for the Proposed Estates of Quail Hollow Subdivision to Allow for a Gated Access Subdivision with Private Streets and Other Special Conditions as Recommended by Staf£ Quail Hollow is an Approximate 92 Lot Proposed Single Family Residential Detached Subdivision with its Lots being One (1) Acre or More in Size. Quail Hollow is Proposed to be Developed on Approximately 188.28 Acres on a Tract Generally Located at the Southeast Corner of the FM 1938/Dove Road intersection (on property previously addressed as 1755 Dove Road). STAFF CONTACT: Tom Brymer, Town Manager Strate�ic Alignment Vision, Value, Mission Perspective Strate�ic Theme & Results Outcome Ob'ective Mission: Wcstlake is a uniquc community blending preservation of our natural environment and High Quality Planning,Design& Development-We are a desirable viewscapcs,while serving Citizen, Student& �,ell planned,high-quality Preserve Desirability our residents and businesess Stakeholder &Quality of Life with superior municipal and community that is distinguished by academic services that are exemplary design standards. accessible, efficient,cost- effective, &transparent. Strategic Initiative Outside the Scope of Identified Strategic Tnitiatives Time Line- Start Date: March 21, 2016 Completion Date: March 28, 2016 Funding Amount: N/A Status - � Not Funded Source- N/A Page 1 of 4 EXECUTIVE SUMMARY (INCLUDING APPLICABLE ORGANIZATiONAL HISTORY) General Information on the Specific Use Permit Request Project Name: The Estates of Quail Hollow Property Owner: Roland Arthur, 1755 Dove Rd, Westlake, TX Applicant: Bryan Elliott, Elliott Capital, 935 W. Dove Rd, Southlalce, TX A�ent Engr�: Clayton Redinger, DeOtte Engr, 420 Johnson Rd, Ste 303, Keller, TX A presentation regarding this proposed 188.28-acre single family residential detached development known as Estates of Quail Hollow (hereafter referred to in this report as Quai] Hollow), was provided to the Planning & Zoning Commission at their February 15, 2016 warkshop meeting. A similar presentation was made to the Town Council at their February 22, 2016 workshop meeting. The subject property is located at the southeast corner of the FM 1938 (Davis Blvd) and Dove Road intersection. It extends south to the Town limits along the east side of FM 1938 to the Southlake city limits, and east to the Town limits on the south and west side of Randol Mill. The applicant is proposing to maintain the tract's current R-1 (1 acre single family residential detached) zoning, therefore no zoning change is being requested. The developer is proposing to build the Quail Hollow development on this tract in three (3) phases, ultimately having approximately 92 residentia] lots (as shown on attachment), all of which will be greater than one (1) acre in size. The first phase of Quail Hollow will be on the northern one-third of the tract which is the portion of the tract closest to Dove Road. Phase Two will be the middle one-third of the tract, with Phase Three being the southern approximate one- third remainder of the property. This intended land use comports with the Land Use Plan element of the Town's 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." The auulicant and developer, is requesting a Specific Use Permit for this property. Zoning ordinances typically provide for two types of uses—uses by right and by special exception, i.e. aka as specific/conditional use permits. For our purposes, Westlake uses the term Specific Use Permit (SUP). The uses that are permitted by right in a zoning district are those which are allowed without additional zoning approvals being required. A specific use, on the other hand, may be permitted within a zoning district, however, the use is conditional and not granted automatically(or entitled) like a use by right. SUP's require additional�ublic hearings and scrutiny—meaning the SUP approval by the Town is wholly discretionary and may be subject to a variety of special conditions. That being said, if certain stipulated conditions are met, the municipality may grant the SUP after review by the Planning & Zoning Commission and the Town Council. The Town Council may, in the interest of the public welfare, and to ensure compliance with this ordinance, establish specific conditions via an SUP related to operation, location, arrangement, and construction of any specific use which the Town Council approves. In approving any SUP, the Town Council may impose such development standards and safeguards as conditions warrant Page 2 of 4 for the welfare and protection of adjacent properties and citizenry who may be affected by this use. The Council shall not grant an SUP for a particular use eXcept upon it finding that the requested special use will: a. complement or be compatible with the surrounding uses and community facilities; b. contribute to, enhance or promote the welfare of the area affected by the SUP and adjacent properties; c. not be detrimental to the public health, safety or general welfare; and d. conform in all other respects to all applicable zoning regulations and standards. The applicant met with Staff and discussed the conditions Staff would recommend be placed on an SUP for this property. The Applicant's request is attached. Staff inet with the Applicant and arrived at the Staff recommendations below. The Planning & Zoning Commission met on March 21, 2016, held a public hearing on this SUP application and is recommending approval with the Staff conditions below. RECOMMENDATION Staff is recommending approval of the attached ordinance granting this SUP for this property subject to the following conditions: 1. The Quail Hollow development shall be permitted to utilize private streets (built to Town standards and specifications) within the subject property and that vehicular access (all taken off of FM1938 Davis Blvd) to this development be gated. 2. The Quail Hollow development shall consist of approximately 92 residential lots,plus or minus no more than 10% of that number, and all residential lots shall comply with the existing area requirements of the underlying R-1 zoning, i.e. one (1) acre minimum residential lot size. 3. The Town shall approve all deed restrictions and design guidelines for the entire Quail Hollow residential development prior to the approval of the Quail Hollow Phase 1 Final Plat by the Town. 4. Approval by Town Staff of the Quail Hollow perimeter fencing plan shall be required prior to the commencement of each phase's construction. 5. To preserve the Dove Road/FM 1938 Davis Blvd view corridor per the Town's Comprehensive Plan and the Quail Hollow Preliminary Plat, a special side setback shall be included on Lot 4 of Quail Hollow. 6. The approximate 2.96 acre open space area as shown on the Preliminary Plat, located below the dam of the southern lake, shall be designated for public use not later than the approval of the Phase 2 Final Plat far Quail Hollow. Said open space (Lot 28 X) shall be privately owned and maintained by the home owners' association (i.e. property owners' association) for the Estates of Quail Hollow or its successor. Page 3 of 4 7. While all right-of-way dedications of perimeter roadways (Dove Road and Randol Mill Rd) are required per Town requirements, no roadway or sidewalk improvements are required to these roadways since Quail Hollow's access to them is not permitted. 8. All conditions of this SUP apply to the entire 188.28-acre subject tract and all its phases as shown on the approved Preliminary Plat for the Estates of Quail Hollow. 9. Comply with emergency access requirements by ordinance and town staff emergency personnel. ATTACHMENTS 1. Estates of Quail Hollow Master Plan 2. Estates of Quail Hollow SUP Application 3. Estates of Quail Hollow Preliminary Plat 4. Ordinance Granting Quail Hollow SUP Page4of4 � February 18, 2016 Mr. Tom Brymer Mr. Eddie Edwards TOWN OF WESTLAKE 1301 Solana Boulevard, Building 4, Suite 4202 Westlake, Texas 76262 RE: SUP-02-01-16 /The Estates of Quail Hollow Please accept this letter as a response to staff comments dated February 8, 2016, detailing the revised and additional conditions for approval of the requested SUP application (stemming from the meeting with Town Staff on 2/4/16). Revised SUP Conditions: 1. All streets internal to the development shall be privately owned and gated. 2. The development shall consist of approximately 92 Residential lots, (plus or minus no more than 10% of that number), and all lots shall comply with the existing area requirements of the underlying R-1 Zoning category. 3. The Town shall have the opportunity to approve Deed Restrictions and Residential Design Guidelines for the development,prior to approval of the Phase 1 Final Plat. 4. Approval by the Town staff shall be required for the plan of the perimeter fence, at the time of construction, by phase. 5. A special Side Setback shall be included on Lot 4 (as shown on the Master Plan and Preliminary Plat), intended to preserve a view corridor from the Dove Road/FM1938 intersection. 6. An area of approximately 2.96 acres of Open Space shall be dedicated to the Town for the purposes of a Park, located below the dam of the southern lake, along Dove Road, as generally shown on the Master Plan, with the approval of the Phase 2 Final Plat. 7. There shall be no requirement to build or escrow funds for construction of any perimeter roads or sidewalks, nor to bury any perimeter overhead utility lines. Should you have any additional questions, comments or need additional materials,please do not hesitate to contact me. Thank you, � Bryan Elliott Elliott Capital Applicant REVIEWED BY: LEGEND PROPOSED STREET SECTION NUMBER OF GROSS DWELLING UNIT w (NOT TO SCALE) w TYPICAL �OT DETAIL DWELLING UNITS ACERAGE DENSITY - - BOUNDARY LINE � � � w � � W - - - - TOWN ATTORNEY S��ANq g ? � O J � O J ? 92 LOTS 188.28 ACRES 0.49 D.U./ACRE - - ROW LINE / STREET LOT LINE lVD 35.0' LOT LINE DOVE R 15.0' 4.0' 27.0' B-B 4.0' 15.0' I 40' REARYARD SETBACK I TOWN ENGINEER - - - - - - - PROPOSED EASEMENT � I Q Q I � APPROVED BY THE TOWN COLINCIL OF PROPOSED BUILDING SETBACK �- �- � I � WESTLAKE,TEXAS on this the day of - - Q � Q � � wl PHASE LINE � z � z I � , 20 UE = UTILITY EASEMENT Y o g.p' Y o lo ol DE = DRAINAGE EASEMENT Q � Q � Q QI ATTEST: � � CITY/TOWN LIMIT LINE � � 6" CONCRETE -� 6" STAND-UP � � I� �" - T EXISTING CONTOUR MAJOR PAVWG CURB 4.,� �MPXI_-�' lo ol NOTES: > 20�0� W/5" CROWN 20�0 �-- � I 0 50 100 200 J MPX) ___T_ --- , � o ol � EXISTING CONTOUR MINOR m - - --- 4'.� �-�" �/ Z�=_-_= --- \ -"� N N I Mayor Town Secretary 1. ALL PRIVATE STREETS TO BE LOCATED IN PRIVATE �' �_� 6" CEMENT/LIME� WATER �� I I I I o �'�/ STREET LOTS PER SUP-02-01-16 APPROVED BY TOWN Q STABILIZATION � 40' FRONTYARD SETBACK J APPROVED BY THE PLANNING&ZONING � ROW DEDICATION _ � COUNCIL ON Q o � �UTILITY COMMISSION OF WESTLAKE, TEXAS on this the 2. ALL OPEN SPACE LOTS ARE DEDICATED TO AND ( IN FEET ) � Q ELECTRIC �GAS 2�0' DUCT BANK _ _ _ _ _ _ _ day of ,20 MAINTAINED BY THE HOMEOWNERS ASSOCIATION, 1 1NCH = 100 FT = � SANITARY ��STORM 15' UTILITY EASEMENT INCLUDING MAINTENANCE OF ANY PONDS. EXISTWG EASEMENT Z � SEWER SEWER � Row - ATTEST: 3. ALL ON-SITE STREETS WILL BE FIRE LANES. � 4. THE DAM BETWEEN THE NORTHERN POND AND DOVE � - 11.5' - �0.5' 7.0' ROAD WILL BE MODIFIED TO ALLOW FOR FUTURE ROADWAY GRADING. EXISTING EASEMENT TO BE ABANDONED LOCATION MAP Chairman Town Secretary 5. LOT 28X, BLOCK 3 TO BE DEDICATED TO THE TOWN SCALE: 1" = 2000' OF WESTLAKE WITH THE FINAL PLAT OF PHASE II. ` i -- / i -- � � � � � � � PROPERTY DESCRIPT'ION �� T � ��STI�IE TS .q i'! � �� � � � � � � � �.� , � ��i, � / A � -� ; j � � V '� � � _ _ -� � � �� � 5.1 '�-,h� �KT�_� I ; � I � - � � � � ; � � - , � ( '� � � � � � � ��'� �', ��, � ���'�� � WHCREAS,Polygon Enterprises,Inc.according to the deeds recorded in Volume 9339,Page ]071 and Volume 14573,Page 300,of the Deed Records of Tarrant County,Texas,and Roland Stene Arthur according to the deed recorded in Volume 1O152, � � � ` � � �� � - - A Pa e 1991 of the D d Rec r f Tarrant o nt T xas an R lan Arth r and B ann Sisemore Arth r accor in to the d ed recorded un r In t m nt N m er D212058890 of the fficial P bli R c rds f Tarrant o n T xas ar th owner of �`� � i � � �'. � � � g ee o ds o C u y, e , d o d u e e u d g e de s ru e u b O u c e o o C u ty, e , e e s ����' � � � � � - � ���i� �� � � �� �r�'.'�/VADA WES lL AKF N I�ES IMEN Tf ' � � � � �� �" _, that certain tract situated in ihe 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 said tract being a portion � `- � � � � � TRACT 2, AB TRACT �510/ \ � of the said tracts to Polygon Enteiprises,Inc.,all of the said tract to Roland Stene Arthur,and a portion of the said tract to Roland Arthur and Beanne Sisemore Arthur;the subject tract being more particularly described as follows: j ! �L � + \ CHARLES M. THROOP SUI�y V�; ,� �_._ � �- ��� � � � � � ��I � � i � �` � � w � � � � � /N S T N0. Cl��1�%��7�46 D f� T,r= � � Be innin at a 1/2 inch ca ed rebar stam ed"JPH Land Surve m 'set at the northeast corner of the tract described in the deed to Pol on Ente rises,Inc.recorded in Volume 9339,Pa e 1071 of the Deed Records of Tarrant Count Texas; \ g g pp p Y g� Yg � � Y, ___ _ --�� �'� � � � � � � THENCE SOUTH 00 degrees 23 minutes 47 seconds WEST,with the east line o£tl�e Polygon Entetprises,Inc.tracC,a distance of 1,635.63 feet to a Mag nail with a meYal washer stamped"JPH Land Surveying"set at a bend in the said east line; � � � �',' '�� '� �� _ ' i � � �� � - - - - _ _� _ _ _ _ _ _ _ _ _ _ _ _ _ _ ��� ����B� THENCE SOUTH 15 degre�a 54 minutes 43 seconds EAST,continuing with the east]ine of the Polygon Enterprises,Ina tract,a distance of 99.48 feet to a 1/2 inch capped rebar stamped°JPH Land Surveying"set at a bend in the east line of the Polygon \ � - _�� _ -�� �! � � D o ve Ro a d � �' � _ �� Enterprises,rn .t �t; � � � I N N - THENCE SOUTH 52 degrees 34 minutes 23 seconds WEST,with the north line of Roland Arthur Estate as recorded under Instrument Number D212058890 of the Official Public Records of Tarrant County,Texas,a distance of 72.86 feet to a 1/2 inch � � - - � VARIABLE WIDTH R.O.W. S 89°57'14"E 1432.3 5' � � � capped rebar stamped"JPH Land Surveying"set at the northeast corner of Lot 1 of said Roland Arthur Estate; I ,:, o � �,. � � � � � � � � s � � � � � a � � � � � � � � � � < � � _^7 Sg9�4��45��w��4� ROW �E�i��,,TioN _ _ THENCE in a southeasterly direction,along the curved east line of said Lot l,(said being non-tangent,concave to the northeast,and having a radius of 541.28 feet),an arc length of 183.39 feet to a 1/2 inch capped rebar stamped"JPH Land Surveying" I L �/ '� � � � � � � � � � � � � � � � � � �:�� � set at the end of the non-tangent curve,being the most easterly corner of Lot 1; � � - 26 C4- � � o : �� ��� ��� � � � 100.54' �'. �� 1 ' `� � � � � � � � ����� THENCE NORTH 52 de rees 34 minutes 23 seconds EAST,with the most easterl south line of Roland Arthur Estate,a distance of 66.72 Peet to a 1/2 inch ca ed rebar stam ed"JPH Land Surve in 'set at the most easterl northeast corner of Roland I - - - �g- --�,�- �,�-- 166.10 � 241.24' C70 �� _ g Y PP p Y g' Y - � �� � 59.37' 177.43' `--_° ' - - �°� �o� 42.17' I � � Arthur Estate; _ _ o� - � 58.60'_ � / �� � C83�� -C84� � � ��� � co j � i � - THENCE with the east line of Polygon Enterprises,Ine.tract,the following calls; \ - - --- - �� co / �� � � �� �G. 1'y � oi - - - � � � � � � � � ��� � � � � � � l. SOUTH 37 degrees 46 minutes 13 seconds EAST,a distance of 166.57 feet to a set 1/2 inch capped rebar stamped"JPH Land Surveying'; � '� �tl � �;5 �y0 � - � '- � � � ��, � '� 8�p � j � 2. SOUTH 50 degrees 37 minutes 13 seconds EAST,a distance of 706.24 feet to a set 1/2 inch capped rebar stamped"JPH Land Surveying"; 1. � �r � � � ° � r� � �y.� ��,�� � �� � � � � I �� �p� � Q �� �i� 'REW COTTINGf lr,„i 3. SOUTH 00 degrees 59 minutes Ol second�AST,a distance of 1,205.63 feet to a set 1/2 inch capped rebar stamped°JPH Land Surveyrog"; � D�T 28, OGK � � � f \ �-I `y`l'�. - �. � � � I �o �� � �'y '� � !T 2. BLOCK B ���>U�RO R�!DEN T'���� � � , � ��� �� � �M � � � ' � � o � �� � � � �LNWYCK FARMS 4. SOUTH 32 degrees 16 minutes O1 second WEST,a distance of 463.22 feet to a set 1/2 inch capped rebar stamped'7PH Land Surveying"; DDl Tl(_ I � �� �� �5� e�� � ���`* � � � I � �C' ADDITION 5. SOUTH 00 degrees 35 minutes 36 seconds 6AST,a distance of 160.58 feet to a 1/2 inch capped rebar stamped"JPH Land Surveying"set at the southeast corner of the Polygon 6nterprises,Inc.tract; �JSL N� (��7�J7�i?' � �� � � �S� �� o � ; �� � � � � M � i � � `v � �� � �� � N0. D���525F0 _� THENCE SOUTH 89 degrees 56 minutes 32 seconds WEST,with the south line of the Polygon Enterprises,Inc.tract,a distance of 2,052.75 feet to a 1/2 incl�capped rebar stamped"JPH Land Surveying"set at the southwest corner of the Polygon a _ I _ __ ,� � - � � �� - � � ' 4 � ---- ---��- � O � 15 - G`� �� � - � � � � \40 �� \o \ 1 � 1 z� I W %I O \ I Enterprises,Inc.tract; Y - � j M - � � � � � � d. � THENCE with the east nght of way of Davis Boulevard,as deeded to the Town of Westlakc and Tarrant County,the following calls: � � � � � �� „ �i �`SQ � 1.95 a�i. � ��, � M � �.�� aC. �� '�� � � � l. NORTH 00 degrees 27 minutes 13 seconds EAST,a distance of3.95 feet; � 1 ,�. � s 1.82 ac. � , � - � � � � � � �� � � ���� 2�,� �� j�,�p L�6 � � ` �� � � � � � � � � Z � � � � � � � 2. NORTH 00 degr�es 03 minutes 40 seconds WEST,a distance of 148.76 feet to a found 5/8 inoh capped rebaa-stamped"Carter&Burgess"; � � � d' � � � ,� �'��,/ A � i / � � � � � � 3. NORTH 00 degrees 22 minutes 33 seconds WEST,a distance o�f 120.34 feet to a set 1/2 inch capped rebar stamped"JPH Land Surveying"; � ��� � � � 8. � � � ,� `b �.�.�� aC. � � � �' �, � 4. NORTH 89 degrees 37 minutes 26 sewnds EAST,a distance of 78.76 feet to a set 1/2 inch capped rebar stamped"JPH Land Surveying"; ,� , o� , A � � � 1.58 a � �, ,� � ' � o � � �5 0 �, � � � � � � � , � . _W � � � \ _ � d, � � �S i C127` ��� s6 / / � \ eP�, �,, \� �° I � � ' ` �o , 5. NORTH OS degrees 47 minutes 21 seconds WEST,a distance of 68.79 feet to a set 1/2 inch capped rebar stamped°JPH Land Surveying'; \ A1/�l x',t� �i��'�_ ` , RQ - - \ , � ` \ / M • I / _� ,° \ � I � ATER / 6. SOUTH 89 degrees 37 minutes 26 seconds WEST,a distance of 72.27 feet to a set I/2 inclt capped rebar stamped"JPH Land Surveying"; P POSED r � ,�T �9,A Q�D�y� � � I � � ��� v � � � � � ; ' � i �140 - � 20��W / � �� / N o,� ` � � � �'.�Y�/ERD f�SIDEi'���,� � �� �� � � � � � � �� � � O>, � � � � � , � � i/, � � � 7. NORTH 00 degrees 22 minutes 34 seconds WEST,a distance of 310.05 feet to a point on the west side of a utility pole; � I ' 38.9' �qDDITI�?N � o � �, t��� `co� Q � � � \ � � �i�0� \ EASEMENT � JACCJb BfaIJU 8. NORTH 00 de rees 22 minutes 58 seconds WEST,a distance of 683.31 feet to a set 1/2 inch ca ed rebar stam ed°JPH Land Surve in � i ; �. � N �, � � � - � , �,,?, D. ��1�.",' � � , � �Q�- UI `' \ \ �\ �� ,3g T C,. L 1 ' v' ' i 3 CC5 h `�Q\ °' � � �T 7 BLO�"'K B g PP P Y g��. 1 � � � i L 3 4 � � 9. NORTH 52 de rees 02 minutes 17 seconds WEST a distance of 23.44 feet to a set 1/2 inch ca ed rebar stam ed°JPH Land Surve in "� , ; �9 � / ' � 6 6 � _� . IN,WYCK FARMS g , PP P Y g , _\ � � ' � � /� I �, I l 6' ' ' `, � � \ � / E•� a� � � \ C° I AE1DlTION i ]0.alon the arc of a non-tan ent curve concave to the southwest havin a radius of 3,895.00,a central an le of 1 de ree 36 minutes 34 seconds,an arc len th of 109.41 feet a chord bearin of NORTH 07 de rees 50 minutes 34 seconds WEST,a � , , � �, O� v i c,> o� -- , c,� R � - 7"E �2T'63� - � � � g g g g g B ( g g - � � 0 1 07' � � � i 63 6 9 / . � � �$ - - - - - - � l�l/N_-: PC� � � � � � � � N(�.�D27�7�,:- / � � ' , � � � � � � � 1�� 9' � �° 54� ��3� ' � ,� chord distance of 109.41 feet to a 1/2 inch ca ed rebar stam ed"JPH Land Surve in 'set at the location of a now missm found 5/8 inch ca ed rebar stam ed"Carter&Bur ess"; � � �' � � C�y �� � =! � � \ � ��6' C�44 � t - -- - - r� ) PP P 3' g� g PP P g ` � ���� ��� ���, ���'� � �� � �� � � � 5�,32'� �j� � -• � � � R T L T 1 I.NORTH 08 degrees 38 minutes 52 seconds WEST,a distance of 9338 feet to a set 1/2 inch capped rebar stamped"JPH Land Surveying"; � � j �� � � � � � � \\ \ V ' � � - � � - � /�'I�� G�� � 13.62'�� �y � 7NlN�� --i� 1pp i `. ir� � C� \ 1.O O C`�Ci. 6 7g` - - - C138 �j �,28 i � � ` ,`R� � � / 12.NORTH 36 degrees 23 minutes 40 seconds EAST,a distance of 51.05 feet to a set 1/2 inch cappEd rebar stamped"JPH Land Surveying'; „ ��� � -� � �.���� � � � /'�`�� R�' 61.83' C137 � o .� �� /15� � �C' G � � � , 16.42' �� r'� � � � ` �� G � 55 � � �� . � ' � � � � � � � � feet to a set 1/2 inch ca ed rebar stam ed"JPH Land Surve in \ C � V�' � \`��' 13.NORTH 81 degrees 26 mmuCes 33 seconds EAST,a distance of 34.47 pp p y g'; � � d. � V � `�� � � S89°58'09"E _ - �S � �i � � �� -� � � � � � , �� ��s � � � � � � � C96 � 102.91'���� o �� �9�1 � / � � � � 14.NORTH 08 degrees 10 minutes 07 seconds WEST,a distance of 63.01 feet to a set 1/2 inch capped rebar stamped°JPH Land Surveying"; � , � � �, � �\ / � `,�� �` 77 pp� C145 � � � �� �� 15.SOUTH 81 degrees 26 minutes 33 seconds WEST,a distance of 34.54 Feet to a set 1/2 inch capped rebar stamped"JPH Land Surveying'; G � � - - - - - - �, - - ' � � � � �14.80' � � p�7 � � -�- � � 16.NORTH 53 degrees 36 minutes 20 sewnds WEST,a distance of 51.76 feet to a set 1/2 inch capped rebar stamped°JPH Land Surveying"; � � ��, � � � 35� ' 1 � i� s2 w � '� i� � � � ici�N�r>�cK FAa, - � � � • � Z - 17.NORTH 08 de rees 38 minutes 52 seconds WEST,a distance of 240.80 feet Yo a Ma nail with a metal washer sYam ed"JPH Land Surve in 'set at the location of a now missin found 5/8 inch ca ed rebar stam ed"Carter&Bur ess"at the � � �� � o / „w '� 339. �� �u� � � � � � � � � 1.O / aCi. = � M -� - / g � g P Y g� g� pP P g � � � ' � � � �. '�� � ��5°023� / � � �� � � _ - � � �,� - Ap � � beginning of a tangent curve concave to the east having a radius of 4.905.00 feet - -- . ��,, � ,.,/ � ��1� � � � � � � � O � f;�/�/d/iUiV � � � \ � 'I � � � � � �y�� �i ; 17.34' � �°p � �7p _ _ _�� � �� � � Q � 18.In a northerly direction,along the arc of the curve,through a central angle of 10 degrees 39 minutes 48 seconds,an arc length of 912.86 feet(a chord bearing of NORTH 3 degrees 18 minutes 58 seconds WEST,a chord distance of 911.54 feet) � �U /-,�; � 3 aC. � � �,���,n� � i � � �.o;Q�� � 1. /p aC. _ � M U M to a set Ma nail with a metal washer stam ed"JPH Land Surve in �� n.R�` � � �o��'•� / -d:�� � _ _- � � / � � � o � � B P y 8��� . � � / '/ °'� - ` � 19.SOUTH 87 de ees 35 minutes 02 seconds EAST,a distance of 117.45 feet to a set 1/2 inch ca ed rebar stam ed"JPH Land Surve in � � � � 11� c� rn� I ' =� i - �'- M� n � � ' � �� �. - / t - � W � PP P Y g��. U� �1� r j(� W' c�o f" \ � � ��l ___ �gn�en � � I Q_, 20.NORTH 02 degrees 24 minutes 58 seconds EAST,a distance of 70.00 feet to a set 1/2 inch capped rebar stamped"JPH Land Surveying"; / j � „ � 1� � � I � ��Iw,�� c v,��' �'�G.T- o � � I � � � ; �� �� G 1 x •- � (/� I r J i� �. N 2� SAN ITARY � �j , _ _ , r� 21.NORTH 87 degrees 35 minutes 02 sewnds WEST,a distance of 117.44 feet to a 1/2 inch capped rebar stamped"JPH Land Surveying"set on the arc of the previously described curve having a radius of 4905.00 feet; ' � I' � r o, 1 � O ` �T o; � 1.�� CZC ,�it„ y✓�� � - �. / ,, 1 1 _ Q 1 r � �� ; SEWER ESMT \ � I l� +, f�!_UC{< (,` i 22,in a northerly direction,along the arc of Che curve,through a central angle of 9 degrees 33 minutes 40 seconds,an arc length of 818.51 Ceet(a chord bearing of NORTH 07 degrees 36 minutes 49 seconds EAST,a chord distance of 817.56 feet) � o a ��� ' � ' �_ -" N�8° � �'��1 V N' r � � , � � �� � � _ I I l%i'CK FA,R/615� to a found 5/8 inch ca ed rebar stam ed"Carter&Bur ess"; � � � 4� 4„ � � � � 3 �l � > N _ o _� � I- ; � - I � 4 � . 7 ac. , _ pp p � � <;i�,� I w 274 , � -� � �J o � C � �al I 5 �" �e �_, - � - - I - M, �IDDITION � �� � � ���,K � � � � _ _ •69 -� o ,����W �,rr��� � Z � 2 �o�Ur �N,� �� �_ � Ss�o � N � � / � � 23.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,in a11,a total distance of 492.05 feet to a 1/2 inch capped rebar � � i � -"�� co � � Nr_�. D�72�ChY37 / _ � ���,- ;' � � � S =� ,' �' /l T / -_��!FRO kES/DEN7IAL I I I _ -� / S�$ 39p0� � Z v !� �.�� aC. - � I � I �n O ,� �2� \ � � j staroped"JPH Land Surveying"set at the beginning of a curve concave to Hte nort}�west having a radius of 1,782.50 feet; � � � 90 e� � � � �V c+, � ,g,, A O � R.T�,_ ; ,4L�D/T/ON � ��, � � � _ �1 1�1 1 f I o � �`. � � F p 24.in a northerly direction,along the are of the said curve,througl�a centra]angle of 0 degrees 27 minutes 26 seconds,an arc length of 14.22 feet(a chord bearing of NORTH L2 degrees 9 minutes 51 seconds EAST,a chord distance of 14.22 feet) V 0. D i 1�?�'��-FF � �, � � � I � � z� �co �93 � �� � � - to a set Mag nail with a metal washer stamped"JPH Land Surveying'; � � � / D.R T C.�Z � � U� 1 1 o M MI I 3.31, � �� 2�- I - _ THENCE with the south line of Dove Road,the following calls: � '�t i \ U I� �� � N�s�rs'Og�� ct°n / M � I l. SOUTH 80 de rees 43 minutes 33 seconds EAST,a disfance of 55.84 feet to the be innin of a curve concave to the northeast havin a radius of 1153.14 feet; _ - ' � � ! �i � � i` � � � 14.48' I U U � � �� W 33g � I �. I . g g g g S89°39'37"E � � � I � �'�,�' � �':; I �� '� �� � / � 1�02_ � � � � 4� Z 93.33", � � � � 2. Along the arc of the curve,through a centra]angle of 1 degree 28 minutes 10 seconds,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)to a 1/2 inch capped rebar �I � � � � � � � � �C� 6, ��+' � \� � � � 6525'����W ', � � � � � /�/�6°����„ �R������ stamped"JPH Land Surveying"set at the end of the curve; �, 1 I I � � � � 3 � W , ', , �� % i� S83° __ b % �3 6g� W �45 I 3. SOUTH 07 degrees 48 minutes 17 seconds WGST,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 having a radius of],165.]4 feet ; ` , 107.44 � , DRAINAGE � � ''- 'J��"�'' � � / � \ \ \ 14.57/ / G �% r / I � (,� • �` ' ` .,, � 4. In an easterly direction,along the arc of the said non-tangent curve,through a central angle of 4 degrees 41 minutes l4 seconds,an arc length of 95.32 feet(a chord bearing of SOUTH 84 degrees 32 minutes 20 seconds EAST,a chord distance � � � � 2 37 ac. �� �� - --- � �� ���, e�o�k c ���� �1,� B�oCK ;- �, (1-� , � I � � ' �02 � i / � � 7� O , � � �'L EASEMENT ,� � _ � , � , � . ��� $0.2 � \ c,� - of 95.29 feet)to a]/2 inch capped rebar stamped"JPH Land Surveying"set at the end of the non-tangent curve; ����4nUEADn�ONEN I I �� /ectric Easement � � , � >, ��� �� S� � � ' �JWY"CK FAkN�� S � � � ��- � � 6,�c� �j '�q'� � �� � ��'� 14_48'-� � � � cR s� � � �-�-� AC�C�I TION 5. NORTH 88 degrees 11 minut�s 47 seconds EAST,a distance of 103.53 feet; �O � A �, G z�� � 1/ � ��?�'�! � to be abandoned. �� �j '�6+,S, i =_ � � U � �Jp, �-, � I �� JD- D27.�lF��.'-� � 6. NORTH 89 degrees 58 minutes 31 seconds EAST,a distance of 100.00 feet; � : N� ��,z��_ � , , � .t� ti � ,� � �� .� � � __ -� � � �, \ , � � Sx � � , �D R T C. T � I �1 � � � �Location approximate. 14 5� o / / � ,�� � � �R T'� 7. NORTH 82 degrees 56 minutes O1 seconds EAST,a distance of]00.77 feet to a set 1/2 inch capped rebar stamped"JPH Land Surveying"; �, � \ 9 � � �� S�4 261 � /� / / ; 311� r �I Q �� 8. NORTH 87 degrees 18 minutes 53 seconds EAST,a distance of 591.26 feet to a set 1/2 inch capped rebar stamped"7PH Land Surveying"; V � � � � � °j'F � � \ � �\ � � � r� � � 2.2� aC. � � �� � � � � � � A 42¢�y, � � � �! "'So �N THENCE in Dove Road,west and then east,the following calls: � � � � \ ��'`����� � � �� � I ����� � �.�� aC• � �5��� \ � `�� M � � i � __ l. S O U T H 8 9 d e r e e s 4 7 m i n u t e s 4 5 s e c o n d s W E S T a d i s t a n c e o f 9 2 4.4 9 P e e t t o a M a n a i l w i t h a m e t a l w a s h e r s t a m e d"J P H L a n d S u ry e i n "s e f a t t h e b e m n i n o f a c u r v e c o n c a v e f o t h e n o r t h e a s t h a v i n a r a d i u s o f 2 2 9.6 0 f e e t� q ; � r� � � , � � � ,� �; � � � ` ��� ���, \ �� � � � � �� � � = , , , - � g P Y S g � � �7 ��� � � 2. In a narthwesterl direct�on alon the arc of the said curve throu h a central an le of 26 de rees 13 mmutes 43 seconds an arc len th of 105.10 feet a chord bearm of NORTH 76 de rees 30 mmutes 49seconds WEST a chord distance of i � � �� � � � � �� � ���,� � 2�� �-.� l CiCi. �� � � �� V � \ � a a� wi a me a was er s a ' g g g , b � g g , Y g ' 6'o - -� -� � � !� � 104 19 feet)to Mag n �1 'th t 1 h t mped"JPH Land Surveying"set at the end of the curve on the north line of the tract described in the deed to Polygon Enterprises,Ine.recorded in Volume 9339,Page 1071 of the Deed Records � � � �� � (� � i,�/ � � � �`S`P'� �� � � �� �`s � � � - ` � �� ��� - � � �� - �"���ii�t�� of Tarrant County,Texas; � � � � ! � � �"' � � � � i ,�^ � 3. SOUTH 89 de rees 57 minutes 14 seconds EAST,with the said north line of the Pol on Ente rises,Ina tract,a distance of 1,432.35 feet returnin to the Point of Be innin and enclosin 188.28 acres �8,201,636 t s uare feet. . ���'2 BLC7C,K �� ( ) \ � A g Yg rP g � g g q i � I � � �� � � O / � �. �' O \ � �- � '!W�l�,� RMS � � � - �� / � h � , ��� � . , � ,. �j�' �� aDDlrlo� � , � � � , � � I ;� 1.86 ac. � � o�z-��% / � ��� Q��'i zo 55 � � � ���� � ` / � � � � � ,�'. PRELIMINARY PLAT � �� � : , .35 ac. � ti � ��o -��� � � I � T � � � 3� /� � '� �� � /�` ;� � S,o I _ �,�3� oF / � o '� ;� � � �' � ,+'� � /� � a�Ra� � � ���� �� � ` � � � � a�.°� � � ��\ ros�o�,, \ / / � \� �� � I I � � � v �o , , � � ��� � � _ Q �, � �� � � d % 2 � �� � � �cS' �� / ti / '�. S � ; , � �� �] � ���� � �� ��� � � ��� �� �, r�� �sr� r�s o� �u�l� �o ��ow �� � �� , o � � �� � , , � s , � � W � - - � � � / � � / N89 $'9 37" �� o�c� � , � S7'� ��29"E 39 � � � � � 1.26 aC. � � �� �,�1 ��� V� � / �,, �� � � w 1(�6.47 ' � � "'?�E 0����� BEING 7 �� Q o� � j � � I � � , � �� o� � �'� -- - ` �� ��� ' 1.31 a(' `�° � � , � o o I _ ��,�>f,h �a�Rk�s Noa,�� r-•.�P�.... ...Ekq ll � � a � � �.8 11.65 �� � `� �� � �� r� � 8' Z ory Q • L��T l, L ;�� v � _; � � � o , ;w� � ( _ o, � � � � o - -- � ��o �� tis�9' � � �� , v , o o I � � � � �r s. •.s ��� 188.28 ACRES _ � � - � - ,�' z q 0 � � i � �� - � �,`b�.o � � 6� )A - .C�� / o � � �i�,��,�� F,4R� DDl i � �* * _ � , �' I�I o - � �I � � � 1.23 aC. / � �'� 88� �53--�'�2� � � �`�° V � z � � bz0��'��i� � � . .� � SITUATED IN THE , . � � - ,��� : : I � �� � � _ � � '� � � � � �� � � � � i � ��a8 �'�' o�� � �°�.� �� � \ �- � � � � � �, � � .................... .� o � � ....... ���z �� � � �i �\ ��� � ��►o � so - � � � : �o� � �s,� � �������. � �:,�,��� T � '��AYT°".T,..RE�r.".�ER..i CHARLES M. THROOP SURVEY ABSTRACT NO. 1510 �� _ ' � _ � N7 4 54°Vl, �' h � � Cy�S� -� \ � ,r: �...:.. � , ... � , � � � � �� � �o � � 2os.so� �' - I / ti � � c �s Aa� � ���� � � � � � 97497 / � o � �r��°o �l � ss � � � � � ��sr� �� ��! `� � - � � , � �' ��/ _ � TOWN OF WESTLAKE, TARRANT COUNTY, TEXAS �� � i � � �o , , F �,�. . , _ _ � . G . , �� � - �� < < � A � a , 6 ��`�� i � o��.. � '`�i - � � � �� s� � i .�. A � A / \ ,� � � .� .C I S� .•�F.� 0 _ �� S � o � CEN • � ; `� M - ` �'� �.`� i � � �r\ ^ l Ff ••. ..... c�.... I � � Q, I � F i o � � , � .Q < PRo�osEb �� l s �N �� � ��U�`I- - � � i / � A � 1.18 ac. ��� % � �����������- I , I � V � � �/ 5 � � � ti M NO GRApING � I ; ' �, ; � _, � � �� � � ��- i 1.08 ac. /, '� F � �ti�,o'��� V '� ;� °' I �� 92 RESIDENTIAL LOTS - 10 OPEN SPACE LOTS � M 2� , I � I � Z.O6 aC. � � < � � � �, M � EASEMENT � � � � � � � � ��� \ � � � �� . . , ,, - _ I, � � \ I � I , � 'a � � 9.�� � ; � � , RESIDENTIAL: BLOCK 1 , LOTS 1-2, 4-13; BLOCK 2, LOTS 1-8; ,N I�� i 3 � I M � � � h�� i � ,,,,,� �o °�9 Fo.. � ��., /o�`�' G � � �, o� � � , � � � - - - - i �� � �� �� � � � < �`�' � � � , B L O C K 3, L O T S 1 2 6; B L O C K 4, L O T S 1 4, 6 1 3, 1 5 1 7; � � � - �� � ��� � �-6so � � � \ � , \ �_ `�� �� a ' `� � I I � � � � o� �v 9 \•9 � ^� � `�' � ��� �� � �, = ��; � , � x 1.11 ac. i � � s � �� / � ` � `''�� �'� � �� � _ - BLOCK 5 LOTS 2-4 6-9' BLOCK 6 LOTS 1-13' � 4� � � � � r- S / \ \�9 16.57' � > > > > > �� � �; � ; � � p'41 ac. - _ �_ � � I w � �� ---- -_ A �,� �� ` �� 11 � �� � � 4 � � � ' �F � � � -1 ��,� � � � � � � - r Q � �� � � � '' �, .�,� 'i � M � ���°�� s`��'� �, �g�`p � � A`�rr�, C��� �� �,� � � � �, �DITION � �� � �'�� ������� 1.14 ac. 1.54 ac. 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JPH LAND SURVEYING, INC. LAND USE DESIGNATION: SINGLE FAMILY RESIDENTIAL 1755 DOVE RD 935 W. DOVE 420 JOHNSON RD. SUITE 303 807 BLUEBONNET DRIVE, SUITE C EXISTING ZONING: R-1 WESTLAKE, TEXAS 76262 SOUTHLAKE, TEXAS 76092 KELLER, TEXAS 76248 KELLER, TEXAS 76248 CONTACT: ROLAND ARUTHUR 214.435.3570 817.337.8899 817.431.4971 PROPOSED ZONING: R-1 CITY CASE # PP-02-01-16 WWW.DEOTTE.COM WWW.JPHLANDSURVEYING.COM FEBRUARY 2016 SHEET � OF � N MATCHLINE - SEE SHEET 1 , I __ _- - �1 � � � S�3g�� �2.Sj \ � . /,��- / � \\ �`�`9° ��v/ 3� � � �� �13.16' S89°39'37"E 245A� , i i I� � I � � � � � � � � � � - - � � � � � / ;i � ' � �� 0 50 100 200 , I � � � is.as � r r � � o �,� � �� �9 I �� � � � , _ ����I � � I � � � � � � � �� / ,� � �� 83.4s� ��c��� ��� �,�� 5 __ `� s� Q� �59��z6/ � I � �s.a1� -, _� � �� � � � . � . � � 6� l '�1 � � S � C. o � I �r � ,/ �� I I '� � � �� �� / ���i � � � � � 1.17 a .� 1 �' � ►�� � � I � � ��% � - - , . . � � � � � �, � � � � , o , � � � � �� . _ .�_ -_,_o� � � � �� �� � _ � \ � M° I I � � � �` IN FEET � , ; ,� ��i i -- � � � � \ 1.14 aC. �� �� PROPOS�D I �� � / � ) , �� � ,, =_ � �� � � _ � ,- �! z � � � � � � // ,,,;,�� � , � � � i ��� �� �� � �%/ � � � s.so�� � � 2 � N � � � i � 3 25' SE�V�R_ CJ �j � � � ; � � � 1 INCH = 100 FT � i � �L 12 � � � �� 9 � �� � � o �� � �- � �' � �- i , - / � � � , - -- �� .� T_ _ ��,, N`� / / m ���, � � � ' %Z 3� � /'�� I o o , � I � NI EASEM�NT �! 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D208���6�;,� � _� ��I/ , � _ ,� � � ' � l I , ��,� ��� � �, ?�, ',, ', � � �1� � - � - ' - i � � \ ' � DAY/ll r� „ � ��_�NT NU�� � �� _ � - � � � �LnC'� � - % � „ � r� r�.r.c � � I l ,' ` YrN cNUN �iAN�, _ - , I I _ _ , � / U7'� �'L�ri�K-1 - - - �3-E'�� ; I , � �� i LOr l, �'i_r��,1•; 7\ � c Z�NING: PD-.? ' ' ' , ' �✓ -',DDLE Chr_ i I S, �Lc��� \ \ i I � I v4L OAKS ��DDI�i \ ,__ \ _ - � I / � TRACT 2A03A, A�STFc4c � ' , q LE CRF�I� i ��I'G�G�Cc (.R�E K �- __ _ - �, �� � i / � , �� c c � TAIES � � � I I� � � � � � �� � -!V�. -��l4i�h1�3 � - / I III � / � � / �;� ptE �cR�Eh I � � � \ � I � \ � i � , � wr�uuM H M,=�-kriN �r�n����E�� � � �� � � /� �E��`Ar��, _ E�r�rE_; _ � ;;;�rN . ������ o� � I '� ��r,�rE, c�.,�. r.�r. �, � _ - - - -- - � -- - � � � � voc. i � ���?,, � �� F�� r _� � - - - . - a �' I �Ns i. N�. 02�276��4r, - � / � � / ' � � , �lIVS j�Nd U2�51�7 �l�� � '�- �r'�� . � _ � �� I ' _'�ll v �- , — — -� / �� l /� ' / l i i , q.�R.�G.T. � _ _ � �I � �� � � �_ '- � � / i �, l�. IC.T i �� �i � DRTC.7� � � � � � � , � - - + / � / i / iF l A � „ �.._. �� I � ,1 — ; - - � ._ r — --- � � � � _ � � � �, �_T,�N7NG: \-� I � — -- �� , , i � ;- / i , - � � � � -�-- R`>� ��_ _ - � � _ - _ _ I . �� � - , , , , � , � _ , , — � �, ��n� „ � Ex zr�NiN�:� � -- — ��N�� R-> \ I� 1 � � ; � ! � � ��� .�� , � - _ � ----- , � � I ■ ' � � -- f ' i � � � � ''� �' � i - � � � �� _- - - - =- PRELIMINARY PLAT OF LEGEND r�� �sr� r�s o� �u�.r� �o ��ow ��������� - - BOUNDARY LINE /�r��P�� �F TF�,9�l1, BEING ,*. .*�� 188.28 ACRES - - ROW LINE / STREET LOT LINE �*:' � '•*1 SITUATED IN THE �..........................:...� �oT LINE � CLAYT�N T, REDINGER � CHARLES M. THROOP SURVEY ABSTRACT NO. 1510 - - - - - - - PROPOSED EASEMENT rl',�o�. 9 C49�� ...��r�' TOWN OF WESTLAKE, TARRANT COU NTY, TEXAS 1 <`' .EN..•. .���„r PROPOSED BUILDING SETBACK l�\��`"``.`.�'� 92 RESIDENTIAL LOTS - 10 OPEN SPACE LOTS PHASE LINE RESIDENTIAL: BLOCK 1 , LOTS 1-2, 4-13; BLOCK 2, LOTS 1-8; � � CITY/TOWN LIMIT LINE (� BLOCK 3, LOTS 1-26; BLOCK 4, LOTS 1-4, 6-13, 15-17; ,> ExisTiNG coN-rouR MAJOR BLOCK 5, LOTS 2-4, 6-9; BLOCK 6, LOTS 1-13; BLOCK 7, LOTS 2-12; EXISTING CONTOUR MINOR 2�� 8�� 6 OPEN SPACE: BLOCK 1 , LOT 3X; BLOCK 2, LOT 9X; � ROW DEDICATION BLOCK 3, LOT 27X; BLOCK 4, LOTS 5X & 14X; BLOCK 5, LOTS 1 X, 5X & 10X; BLOCK 7, LOTS 1 X & 13X PRIVATE STREET: BLOCK 8, LOT 1X EXISTING EASEMENT PARK DEDICATION: BLOCK 3, LOT 28X LAND USE DESIGNATION: SINGLE FAMILY RESIDENTIAL EXISTING EASEMENT TO BE ABANDONED EXISTING ZONING: R-1 � PROPOSED ZONING: R-1 CITY CASE # PP-02-01-16 OCTOBER 2015 SHEET 3 OF 7 Curve Table Curve Table Curve Table Curve Table Curve Table Curve # Length Radius Delta CD BEARING CD LENGTH Curve # Length Radius Delta CD BEARING CD LENGTH Curve # Length Radius Delta CD BEARING CD LENGTH Curve # Length Radius Delta CD BEARING CD LENGTH Curve # Length Radius Delta CD BEARING CD LENGTH C1 14.22' 1782.50' 0°27'26" N12°09'51"E 14.22' C21 213.47' 750.00' 16°18'27" S18°32'04"W 212.75' C41 151.56' 1000.00' 8°41'02" N10°41'56"E 151.42' C64 47.02' 102.50' 26°17'01" N75°40'07"E 46.61' C85 152.89' 533.28' 16°25'35" S09°40'38"E 152.36' C2 818.51' 4905.00' 9°33'40" N07°36'49"E 817.56' C22 116.53' 300.00' 22°15'21" N74°07'45"W 115.80' C42 151.56' 1000.00' 8°41'02" N10°41'56"E 151.42' C65 99.73' 75.00' 76°11'16" N50°42'59"E 92.54' C87 16.79' 533.28' 1°48'14" S00°33'44"E 16.79' C3 912.86' 4905.00' 10°39'48" NO3°18'58"W 911.54' C23 101.27' 250.00' 23°12'35" S86°33'50"E 100.58' C43 231.39' 500.00' 26°30'54" N01°47'00"E 229.33' C67 37.30' 95.50' 22°22'46" N63°46'09"W 37.07' C88 315.24' 200.00' 90°18'33" S44°48'53"E 283.60' C4 109.41' 3895.00' 1°36'34" N07°50'34"W 109.41' C24 414.16' 600.00' 39°32'59" N85°15'58"E 405.99' C44 70.76' 250.00' 16°13'01" NO3°21'56"W 70.52' C68 111.58' 67.50' 94°42'50" S80°03'49"W 99.30' C89 81.48' 533.28' 8°45'15" S41°58'59"E 81.40' C5 109.41' 3895.00' 1°36'34" N07°50'34"W 109.41' C25 284.26' 300.00' 54°17'24" N38°20'46"E 273.75' C45 226.81' 250.00' 51°58'55" N30°44'02"E 219.11' C69 24.27' 44.50' 31°15'11" S48°19'59"W 23.97' C90 189.66' 550.86' 19°43'35" S56°13'24"E 188.72' C6 183.39' 541.28' 19°24'46" S27°53'49"E 182.52' C26 70.25' 350.00' 11°29'58" N83°52'27"E 70.13' C46 209.64' 1500.00' 8°00'28" N52°43'15"E 209.47' C70 70.86' 95.50' 42°30'51" S83°47'02"W 69.25' C91 227.23' 200.00' 65°05'50" S33°32'16"E 215.21' C7 105.10' 229.60' 26°13'43" N76°30'49"W 104.19' C27 509.75' 500.00' 58°24'48" S72°40'07"E 487.96' C47 113.98' 250.00' 26°07'17" N61°46'40"E 112.99' C71 79.49' 67.50' 67°28'16" N83°44'16"W 74.97' C92 66.90' 200.00' 19°09'58" S08°35'38"W 66.59' C8 95.32' 1165.14' 4°41'14" S84°32'20"E 95.29' C28 509.75' 500.00' 58°24'48" S72°40'07"E 487.96' C48 78.23' 250.00' 17°55'46" N83°48'11"E 77.91' C72 24.49' 44.50' 31°32'13" N65°46'14"W 24.19' C93 49.26' 200.00' 14°06'38" S25°13'56"W 49.13' C9 29.57' 1153.14' 1°28'10" S81°27'38"E 29.57' C29 203.31' 250.00' 46°35'45" S66°45'36"E 197.76' C49 112.35' 750.00' 8°34'59" N00°55'24"E 112.25' C73 112.91' 10921.74' 0°35'32" N08°34'50"W 112.90' C94 163.60' 290.00' 32°19'20" S16°07'35"W 161.44' C10 40.66' 300.00' 7°45'57" S86°05'11"E 40.63' C30 260.28' 250.00' 59°39'06" N60°06'59"E 248.68' C50 106.13' 250.00' 24°19'23" N06°56'49"W 105.33' C74 112.91' 10921.74' 0°35'32" N08°34'50"W 112.90' C95 143.88' 200.00' 41°13'11" S21°35'57"E 140.80' C11 432.20' 300.00' 82°32'36" S40°55'55"E 395.78' C31 73.92' 1250.00' 3°23'18" N28°35'47"E 73.91' C51 125.31' 250.00' 28°43'10" N33°28'05"W 124.00' C75 252.64' 4905.46' 2°57'03" N06°45'03"W 252.61' C96 7.84' 75.00' 5°59'31" NO2°35'42"E 7.84' C12 83.40' 600.00' 7°57'52" S83°36'06"E 83.34' C32 166.81' 1250.00' 7°38'45" N23°04'46"E 166.68' C52 113.93' 750.00' 8°42'13" N52°10'46"W 113.82' C76 358.20' 4904.67' 4°11'04" NO3°11'00"W 358.12' C97 60.94' 75.00' 46°33'26" N23°40'46"W 59.28' C13 85.80' 600.00' 8°11'35" S75°31'22"E 85.72' C33 272.84' 1000.00' 15°37'56" N27°04'21"E 271.99' C53 396.87' 450.00' 50°31'50" N31°15'58"W 384.13' C77 258.19' 4904.55' 3°00'58" N00°30'27"E 258.16' C98 195.78' 482.50' 23°14'56" S00°09'02"W 194.44' C14 301.92' 250.00' 69°11'38" S36°49'46"E 283.90' C34 188.55' 1000.00' 10°48'11" N40°17'25"E 188.27' C54 90.21' 450.00' 11°29'11" N00°15'27"W 90.06' C78 295.72' 4905.00' 3°27'16" N04°33'37"E 295.68' C99 48.20' 267.50' 10°19'26" S06°18'43"E 48.14' C15 78.98' 350.00' 12°55'45" S08°41'49"E 78.81' C35 241.44' 550.00' 25°09'08" N33°06'56"E 239.51' C55 111.01' 350.00' 18°10'19" N80°56'41"E 110.54' C79 218.92' 4905.00' 2°33'26" N07°33'58"E 218.90' C100 123.33' 317.50' 22°15'21" S74°07'45"E 122.56' C16 114.05' 250.00' 26°08'15" N24°25'07"W 113.06' C36 123.57' 400.00' 17°42'01" S63°57'41"E 123.08' C56 59.97' 250.00' 13°44'42" N78°43'52"E 59.83' C80 220.56' 4905.00' 2°34'35" N10°07'59"E 220.54' C101 112.07' 54.50' 117°48'57" S64°50'09"E 93.34' C17 133.96' 250.00' 30°42'04" N26°42'02"W 132.36' C37 229.18' 400.00' 32°49'37" S79°30'41"E 226.05' C60 99.86' 75.00' 76°17'12" N67°06'12"W 92.64' C81 220.56' 4905.00' 2°34'35" N10°07'59"E 220.54' C102 88.54' 54.50' 93°04'47" S40°36'43"W 79.12' C18 192.34' 350.00' 31°29'12" S68°15'21"W 189.93' C38 153.92' 500.00' 17°38'17" N36°22'22"E 153.31' C61 74.37' 102.50' 41°34'24" N84°27'36"W 72.75' C82 83.31' 4905.00' 0°58'23" N11°54'28"E 83.30' C103 86.17' 54.50' 90°35'23" N47°33'12"W 77.47' C19 298.60' 350.00' 48°52'51" S28°04'19"W 289.62' C39 569.87' 300.00' 108°50'15" N26°51'54"W 487.98' C62 26.30' 102.50' 14°42'07" N56°19'21"W 26.23' C83 48.79' 1165.14' 2°23'58" S83°23'42"E 48.79' C104 109.73' 282.50' 22°15'21" N74°07'45"W 109.05' C20 117.79' 1000.00' 6°44'57" S07°00'22"W 117.73' C40 305.92' 200.00' 87°38'27" N37°27'48"W 276.96' C63 26.41' 125.00' 12°06'24" N68°34'48"E 26.36' C84 46.52' 1165.14' 2°17'16" S85°44'19"E 46.52' C105 144.80' 267.50' 31°00'50" S26°08'34"W 143.03' Curve Table Curve Table Curve Table Curve Table Curve Table Curve # Length Radius Delta CD BEARING CD LENGTH Curve # Length Radius Delta CD BEARING CD LENGTH Curve # Length Radius Delta CD BEARING CD LENGTH Curve # Length Radius Delta CD BEARING CD LENGTH Curve # Length Radius Delta CD BEARING CD LENGTH C106 70.38' 267.50' 15°04'30" S49°11'14"W 70.18' C126 139.63' 54.50' 146°47'41" N29°07'14"W 104.46' C147 142.43' 432.50' 18°52'06" S47°05'50"E 141.79' C167 171.26' 282.50' 34°44'03" N48°07'27"E 168.65' C187 209.03' 1232.50' 9°43'02" N25°25'55"E 208.78' C107 131.76' 1482.50' 5°05'32" S54°10'43"W 131.72' C127 103.39' 54.50' 108°41'31" S81°22'38"E 88.57' C148 116.59' 767.50' 8°42'13" S52°10'46"E 116.48' C168 96.42' 282.50' 19°33'21" N20°58'45"E 95.95' C188 28.32' 1232.50' 1°19'00" N19°54'53"E 28.32' C108 75.44' 1482.50' 2°54'56" S50°10'29"W 75.43' C128 43.73' 54.50' 45°58'10" SO4°02'48"E 42.56' C149 69.33' 267.50' 14°50'56" S40°24'12"E 69.13' C169 99.29' 54.50' 104°23'09" N63°23'39"E 86.12' C189 21.82' 1017.50' 1°13'42" N19°52'14"E 21.81' C109 94.44' 267.50' 20°13'42" S58°49'53"W 93.95' C129 122.43' 267.50' 26°13'27" S24°27'43"E 121.37' C150 35.60' 54.50' 37°25'25" S75°59'55"E 34.97' C170 74.48' 54.50' 78°18'12" S25°15'41"E 68.82' C190 190.01' 1017.50' 10°41'59" N25°50'05"E 189.74' C110 82.93' 367.50' 12°55'45" S08°41'49"E 82.75' C130 106.06' 232.50' 26°08'15" S24°25'07"E 105.15' C151 108.23' 54.50' 113°46'50" S00°23'48"E 91.30' C171 83.05' 54.50' 87°18'39" S57°32'44"W 75.24' C191 194.00' 1017.50' 10°55'27" N36°38'48"E 193.71' C111 280.78' 232.50' 69°11'38" S36°49'46"E 264.03' C131 174.45' 367.50' 27°11'54" N70°24'00"E 172.82' C152 48.80' 270.02' 10°21'17" S00°00'42"E 48.73' C172 135.44' 317.50' 24°26'30" S35°06'38"W 134.42' C192 63.63' 1017.50' 3°34'58" N43°54'01"E 63.62' C112 211.83' 767.50' 15°48'50" N18°46'53"E 211.16' C132 66.22' 467.50' 8°06'56" N01°25'41"E 66.16' C153 7.46' 732.50' 0°35'00" SO4°55'23"W 7.46' C173 100.63' 317.50' 18°09'35" S56°24'41"W 100.21' C193 10.60' 532.50' 1°08'27" N45°07'17"E 10.60' C113 120.55' 54.50' 126°43'46" N29°18'37"E 97.43' C133 81.23' 492.50' 9°27'01" N00°45'38"E 81.14' C154 102.27' 732.50' 7°59'58" S00°37'53"W 102.19' C174 75.15' 617.50' 6°58'21" S68°58'39"W 75.10' C194 223.16' 532.50' 24°00'41" N32°32'42"E 221.53' C114 93.02' 54.50' 97°47'25" S38°25'47"E 82.13' C135 47.26' 50.00' 54°09'04" N21°29'04"W 45.52' C155 54.29' 54.50' 57°04'25" S22°33'51"E 52.07' C175 160.65' 617.50' 14°54'21" S79°55'00"W 160.19' C195 79.02' 54.50' 83°04'23" N27°55'27"W 72.28' C115 73.21' 54.50' 76°57'56" S48°56'54"W 67.83' C136 95.85' 50.00' 109°49'53" N60°30'24"E 81.83' C156 28.41' 54.50' 29°52'12" S20°54'27"W 28.09' C176 190.45' 617.50' 17°40'16" N83°47'41"W 189.70' C196 158.00' 54.50' 166°06'33" S83°19'59"E 108.20' C116 201.87' 732.50' 15°47'25" S18°47'35"W 201.23' C137 21.22' 332.50' 3°39'22" N88°12'10"E 21.21' C157 97.72' 54.50' 102°44'16" S87°12'41"W 85.15' C177 148.91' 982.50' 8°41'02" S10°41'56"W 148.77' C197 19.80' 54.50' 20°49'05" S10°07'50"W 19.69' C117 53.47' 582.50' 5°15'33" S84°57'15"E 53.45' C138 84.24' 332.50' 14°30'57" N79°07'00"E 84.01' C158 72.76' 232.50' 17°55'46" S83°48'11"W 72.46' C178 148.91' 982.50' 8°41'02" S10°41'56"W 148.77' C198 156.83' 567.50' 15°50'02" S28°27'23"W 156.33' C118 56.55' 500.00' 6°28'47" N89°10'34"E 56.52' C139 65.65' 267.77' 14°02'50" N78°53'09"E 65.48' C159 106.00' 232.50' 26°07'17" S61°46'40"W 105.08' C179 279.16' 182.50' 87°38'27" S37°27'48"E 252.73' C199 92.30' 567.50' 9°19'07" S41°01'57"W 92.20' C119 104.02' 1000.00' 5°57'36" S84°05'03"E 103.98' C140 35.82' 54.50' 37°39'24" N74°05'29"E 35.18' C160 125.35' 1517.50' 4°43'58" S51°05'01"W 125.32' C180 160.62' 317.50' 28°59'06" S66°47'29"E 158.91' C200 157.75' 982.50' 9°11'57" S41°05'32"W 157.58' C120 52.73' 617.50' 4°53'35" S84°37'04"E 52.72' C141 83.15' 54.50' 87°25'12" S43°22'13"E 75.32' C161 86.74' 1517.50' 3°16'30" S55°05'15"W 86.73' C181 182.00' 317.50' 32°50'37" S35°52'38"E 179.52' C201 118.17' 382.50' 17°42'01" S63°57'41"E 117.70' C121 115.73' 982.50' 6°44'57" N07°00'22"E 115.67' C142 79.92' 54.50' 84°00'53" S42°20'50"W 72.95' C162 261.15' 232.50' 64°21'21" S24°32'49"W 247.64' C182 247.34' 317.50' 44°38'07" S02°51'44"W 241.14' C202 77.76' 54.50' 81°44'55" N87°19'13"E 71.33' C122 175.66' 367.50' 27°23'10" N17°19'29"E 173.99' C143 82.90' 54.50' 87°09'21" N52°04'03"W 75.14' C163 15.59' 232.50' 3°50'35" S09°33'09"E 15.59' C183 13.15' 317.50' 2°22'26" S26°22'01"W 13.15' C203 70.46' 54.50' 74°04'24" S14°46'08"E 65.65' C123 110.36' 367.50' 17°12'22" N39°37'15"E 109.95' C144 38.75' 232.50' 9°33'01" S76°38'02"W 38.71' C164 211.98' 517.50' 23°28'12" S00°15'39"W 210.50' C184 159.31' 517.50' 17°38'17" S36°22'22"W 158.68' C204 79.42' 54.50' 83°29'49" S64°00'59"W 72.58' C124 122.03' 267.50' 26°08'15" N24°25'07"W 120.97' C145 116.56' 367.50' 18°10'19" S80°56'41"W 116.07' C165 237.63' 582.50' 23°22'27" S86°38'46"E 235.99' C185 189.08' 232.50' 46°35'45" S66°45'36"E 183.91' C205 59.13' 54.50' 62°09'59" N43°09'07"W 56.27' C125 103.84' 232.50' 25°35'22" N24°08'40"W 102.98' C146 325.71' 432.50' 43°08'55" S16°05'19"E 318.07' C166 164.45' 582.50' 16°10'32" N73°34'45"E 163.91' C186 242.06' 232.50' 59°39'06" N60°06'59"E 231.27' C206 128.98' 417.50' 17°42'01" N63°57'41"W 128.47' Curve Table Curve Table Curve Table Line Table Line Table Line Table Curve # Length Radius Delta CD BEARING CD LENGTH Curve # Length Radius Delta CD BEARING CD LENGTH Curve # Length Radius Delta CD BEARING CD LENGTH Line # Length Direction Line # Length Direction Line # Length Direction C207 240.56' 982.50' 14°01'43" S26°16'15"W 239.96' C227 189.27' 517.50' 20°57'18" S58°19'51"E 188.21' C248 56.19' 267.50' 12°02'11" S86°44'59"W 56.09' L1 117.44' N87°35'02"W L21 591.26' N87°18'53"E L41 37.00' S78°47'56"E C208 141.64' 1267.50' 6°24'10" S22°27'28"W 141.57' C228 148.53' 482.50' 17°38'17" N36°22'22"E 147.95' C249 75.03' 332.50' 12°55'45" N08°41'49"W 74.87' L2 70.00' NO2°24'58"E L22 100.77' N82°56'01"E L42 47.02' N28°20'23"E C209 220.31' 382.52' 33°00'00" S79°25'28"E 217.28' C229 28.87' 282.50' 5°51'18" N24°37'34"E 28.86' C250 104.54' 267.50' 22°23'30" N13°25'42"W 103.88' L3 117.45' S87°35'02"E L23 100.00' N89°58'31"W L43 51.81' S52°45'33"E C210 81.86' 54.50' 86°03'27" N66°21'40"E 74.38' C230 497.08' 282.50' 100°49'00" N28°42'35"W 435.39' C251 137.04' 267.50' 29°21'07" N39°18'00"W 135.54' L4 51.76' N53°36'20"W L24 103.53' N88°11'47"E L44 35.55' S02°13'57"E C211 61.78' 54.50' 64°57'06" S38°08'03"E 58.53' C231 10.68' 282.50' 2°09'57" N80°12'04"W 10.68' C252 81.47' 267.50' 17°27'01" N62°42'04"W 81.16' L5 34.54' S81°26'33"W L25 12.00' S07°48'17"W L45 29.86' N76°16'09"W C212 69.35' 54.50' 72°54'37" S30°47'49"W 64.77' C232 23.52' 217.50' 6°11'50" N78°11'07"W 23.51' C253 60.80' 617.50' 5°38'28" N74°14'49"W 60.77' L6 63.01' N08°10'07"W L26 55.84' S80°43'33"E L46 17.19' N15°02'28"E C213 73.78' 54.50' 77°33'57" N73°57'54"W 68.27' C233 163.54' 217.50' 43°04'51" N53°32'47"W 159.71' C254 119.86' 1017.50' 6°44'57" N07°00'22"E 119.79' L7 34.47' N81°26'33"E L27 67.85' S43°27'43"E L47 17.19' N15°02'28"E P R E L I M I NARY P LAT C214 85.94' 417.50' 11°47'38" S89°58'20"W 85.79' C234 145.63' 217.50' 38°21'47" N12°49'28"W 142.92' C255 283.67' 332.50' 48°52'51" N28°04'19"E 275.14' L8 51.05' N36°23'40"E L28 37.00' N69°27'38"W L48 27.08' S49°45'36"W OF C215 152.70' 417.50' 20°57'22" N73°39'10"W 151.85' C235 154.22' 1017.50' 8°41'02" N 10°41'56"E 154.07' C261 466.70' 500.00' 53°28'50" S53°01'44"E 449.95' L9 93.38' N08°38'52"W L29 36.88' S55°06'40"E L49 45.77' N85°28'43"W -r�� �s r� r�s o� �u�.r� �o ��o w C216 47.63' 1267.50' 2°09'12" S29°12'50"W 47.63' C236 154.22' 1017.50' 8°41'02" N10°41'56"E 154.07' L10 23.44' N52°02'17"W L30 28.54' S63°05'52"E L50 19.77' S02°03'48"W r P�p"`F��ll BEING C217 138.81' 267.50' 29°43'55" S45°09'23"W 137.26' C237 182.72' 332.50' 31°29'12" N68°15'21"E 180.43' L11 72.27' S89°37'26"W L31 29.16' N45°11'30"E L51 30.16' N16°48'35"E //r*s�' 9`�*��, I 00.28 ACRES , � o � „ o , ,� , , � o , „ o , ,� , � o � �� � o � ,� � a � �� /*: � '.*1 C218 139.69 267.50 29 5511 S74 58 56 W 138.11 C238 176.07 467.50 21 34 43 S20 09 39 E 175.03 L 12 68.79 N05 47 21 W L32 36.69 N 11 28 27 W L52 46.31 N 70 32 41 E �•••'•�•••�•••••••�•••••••••••••� S ITUATED I N TH E � CLAYT�N T. REDINGER / CHARLES M. THROOP SURVEY ABSTRACT NO. 1510 C219 217.54' 267.50' 46°35'45" N66°45'36"W 211.60' C239 153.22' 467.50' 18°46'41" S40°20'21"E 152.53' L13 78.76' N89°37'26"E L33 8.24' N70°53'30"E L53 26.19' N70°32'41"E �1 �'• 97497 �� � TOWN OF WESTLAKE TARRANT COUNTY TEXAS C220 376.35' 482.50' 44°41'28" N65°48'27"W 366.89' C240 55.51' 467.50' 6°48'11" S53°07'47"E 55.48' L14 120.34' N00°22'33"W L34 47.14' N85°36'13"E L54 32.75' N21°39'08"E 11����`'' �ICENSE.�•'���rr// ' ' ll Fss•.......�N�,r C221 5.07' 250.00 1 09 44 N88 44 03'W 5.07' C241 42.61' 732.50 3 19 58 S54 51 54 E 42.60 L15 148.76 N00 03 40 W L35 23.71 SO4 23 47 E L55 28.63 N21 39 08 E l�\\������'�� � a � �� a � � � o � �� o � �� � � o � �� � o � �� � a � „ 92 RESIDENTIAL LOTS - 10 OPEN SPACE LOTS C222 116.37' 250.00' 26°40'09" S77°21'00"W 115.32' C242 68.66' 732.50' 5°22'15" S50°30'47"E 68.64' L16 3.95' N00°27'13"W L36 40.79' N42°03'04"W L56 40.98' S25°03'52"E /� RESIDENTIAL: BLOCK � , LOTS �-2, 4-13; BLOCK 2, LOTS �-$; C223 111.74' 250.00' 25°36'30" S76°49'11"W 110.81' C243 52.31' 232.50' 12°53'27" S41°22'56"E 52.20' L17 166.57' S37°46'13"E L37 51.80' S10°22'50"W L57 25.00' S84°24'33"E (../ / BLOCK 3, LOTS 1-26; BLOCK 4, LOTS �-4, 6-13, 15-17; BLOCK 5, LOTS 2-4, 6-9; BLOCK 6, LOTS 1-13; C224 72.09' 500.00' 8°15'41" N85°29'35"E 72.03' C244 162.93' 232.50' 40°09'06" S14°51'40"E 159.62' L18 66.72' N52°34'23"E L38 21.15' S10°22'50"W BLOCK 7, LOTS 2-12; C225 48.20' 517.50' 5°20'12" N84°01'51"E 48.18' C245 162.93' 232.50' 40°09'06" S14°51'40"E 159.62' L19 72.86' S52°34'23"W L39 35.20' N85°15'25"W 2�� g�� 6 OPEN SPACE: BLOCK � , LOT 3X; BLOCK 2, LOT 9X; C226 221.22' 517.50' 24°29'34" S81°03'16"E 219.54' C247 114.97' 767.50' 8°34'59" S00°55'24"W 114.86' L20 99.48' S15°54'43"E L40 42.37' S74°57'32"E BLOCK 3, LOT 27X; BLOCK 4, LOTS 5X & 14X; BLOCK 5, LOTS 1 X, 5X & 10X; BLOCK 7, LOTS 1 X & 13X PRIVATE STREET: BLOCK 8, LOT 1X PARK DEDICATION: BLOCK 3, LOT 28X LAND USE DESIGNATION: SINGLE FAMILY RESIDENTIAL EXISTING ZONING: R-1 PROPOSED ZONING: R-1 CITY CASE # PP-02-01-16 OCTOBER 2015 SHEET 4 OF 7 TOWN OF WESTLAKE ORDINANCE NO. 780 AN ORDINANCE OF THE TOWN OF WESTLAKE APPROVING A SPECIFIC USE PERMIT GRANTING PRIVATE STREETS, GATED ACCESS, AND OTHER CONDITIONS AS A PART OF A SPECIFIC USE PERMIT FOR THE ESTATES OF QUAIL HOLLOW, AN APPROXIMATE 188 ACRE TRACT ZONED R-1 WITH ITS GENERAL LOCATION BEING AT THE SOUTHEAST CORNER OF THE INTERSECTION OF FM 1938/DAVIS BOULEVARD AND DOVE ROAD. PROVIDING A PENALTY; PROVIDING A CUMULATIVE CLAUSE; PROVIDING A SEVERABILITY CLAUSE; PROVIDING A SAVINGS CLAUSE; AUTHORIZING PUBLICATION; AND ESTABLISHING AN EFFECTIVE DATE. WHEREAS, the Town of Westlake, Texas is a general law municipality; and WHEREAS, application was made for a Specific Use Permit (SUP) to the Planning and Zoning Commission and the Town Council for private streets, gated access to those streets and other conditions for the Estates of Quail Hollow, an approximate 188 acre tract zoned R-1 with its general location being the southeast corner of FM 1938/Davis Boulevard and Dove Road; and WHEREAS, all legal requirements of State statutes and Town ordinances of the Town of Westlake, as well as all legal requirements and legal notices and prerequisites having been complied with; and WHEREAS, the Planning & Zoning Commission of the Town of Westlake, Texas, at a public hearing held at a regular session of the Commission on March 21, 2016, did consider the following factors in making a determination as to whether the requested change should be granted or denied: congestion in the streets, including safety of the motoring public and the pedestrians using the facilities in the area; to secure safety from fire, panic or other dangers; the promotion of health and the general welfare, to provide for adequate light and air, to prevent the overcrowding of land; to avoid undue concentration of the population, facilitating the adequate provision of transportation, water, sewers, schools, parks, and other public requirements, and after considering these factors the Commission unanimously recommended to the Town Council that this SUP be approved; and WHEREAS, the Town Council of the Town of Westlake, TeXas, at a public hearing held at a regular session of the Town Council on March 28, 2016, did also consider the following factors in making a determination as to whether the requested change should be granted or denied: congestion in the streets, including safety of the motoring public and the pedestrians using the facilities in the area; to secure safety from fire,panic or other dangers; the promotion of health and the general welfare, to provide for adequate light and air, to prevent the overcrowding of land; to avoid undue concentration of the population, facilitating the adequate provision of transportation, water, sewers, schools, parks, and other public requirements; and WHEREAS, the Town Council of the Town of Westlake has determined that this request Ordinance 780 Page 1 of 3 is in conformance with the Town's Comprehensive Plan and the Preliminary Plat submitted for the Estates of Quail Hollow to be developed at the location cited above; and WHEREAS, upon the recommendation of the Planning & Zoning Commission on March 21, 2016, the Town Council of the Town of Westlake, Texas, has determined that it is in the best interests of the town and its citizens, that the Special Use Permit should be approved and adopted. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS: SECTION L• That all matters stated in the preamble are found to be true and correct and are incorporated herein as if copied in their entirety. SECTION 2: That the Specific Use Permit (SUP) for the Estates of Quail Hollow, is hereby granted subject to the following conditions: 1. The Quail Hollow development shall be permitted to utilize private streets (built to Town standards and specifications) within the subject property and that vehicular access (all taken off of FM1938 Davis Blvd) to this development be gated. 2. The Quail Hollow development shall consist of approximately 92 residential lots,plus or minus no more than 10% of that number, and all residential lots shall comply with the eXisting area requirements of the underlying R-1 zoning, i.e. one (1) acre minimum residential lot size. 3. The Town shall approve all deed restrictions and design guidelines for the entire Quail Hollow residential development prior to the approval of the Quail Hollow Phase 1 Fina] Plat by the Town. 4. Approval by Town Staff of the Quail Hollow perimeter fencing plan shall be required prior to the commencement of each phase's construction. 5. To preserve the Dove Road/FM 1938 Davis Blvd view corridor per the Town's Comprehensive Plan and the Quail Hollow Preliminary Plat, a special side setback shall be included on Lot 4 of Quail Hollow. 6. The approximate 2.96 acre open space area as shown on the Preliminary Plat, located below the dam of the southern lake, shall be designated for public use not later than the approval of the Phase 2 Final Plat for Quail Hollow. Said open space (Lot 28 X) shall be privately owned and maintained by the home owners' association (i.e. property owners' association) for the Estates of Quail Hollow or its successor. 7. While all right-of-way dedications of perimeter roadways (Dove Road and Randol Mill Rd) are required per Town requirements, no roadway or sidewalk improvements are required to these roadways since Quail Hollow's access to them is not permitted. Ordinance 780 Page 2 of 3 8. All conditions of this SUP apply to the entire 188.28-acre subject tract and all its phases as shown on the approved Preliminary Plat for the Estates of Quail Hollow. 9. Comply with emergency access requirements by ordinance and town staff emergency personnel. SECTION 3: That this Ordinance shall be cumulative of all other Town Ordinances and all other provisions of other Ordinances adopted by the Town which are inconsistent with the terms or provisions of this Ordinance are hereby repealed. SECTION 4: That any person, firm or corparation violating any of the provisions or terms of this ordinance shall be subject to the same penalty as provided for in the Code of Ordinances of the Town of Westlake, and upon conviction shall be punishable by a fine not to exceed the sum of Two Thousand Dollars ($2,000.00) for each offense. Each day that a violation is permitted to exist shall constitute a separate offense. SECTION 5: It is hereby declared to be the intention of the Town Council of the Town of Westlake, Texas, that sections, paragraphs, clauses and phrases of this Ordinance are severable, and if any phrase, clause, sentence, paragraph or section of this Ordinance shall be declared legally invalid or unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such legal invalidity ar unconstitutionality shall not affect any of the remaining phrases, clauses, sentences, paragraphs or sections of this Ordinance since the same would have been enacted by the Town Council of the Town of Westlake without the incorporation in this Ordinance of any such legally invalid or unconstitutional, phrase, sentence, paragraph or section. SECTION 6: This ordinance shall take effect immediately from and after its passage as the law in such case provides. PASSED AND APPROVED ON THIS 28t" DAY OF MARCH 2O16. ATTEST: Laura Wheat, Mayor Kelly Edwards, Town Secretary Thomas E. Brymer, Town Manager APPROVED AS TO FORM: L. Stanton Lowry, Town Attorney Ordinance 780 Page 3 of 3 �y,...-....�L � � � a,� � �`� r' ;. r t `�� estlake Town Council � �� � �'�w-....�,r'"��- TYPE OF ACTION Regular Meeting - Action Item Monday, March 28, 2016 Top[c: Conduct a Public Hearing and consideration Regarding a Preliminary Plat of the Quail Hollow subdivision, showing 92 residential lots of one-acre or more in size. The property is approXimately 188.28 acres and is located on property previously addressed as 1755 Dove Road, southeast corner of the FM 1938/Dove Road intersection. STAFF CONTACT: Jarrod Greenwood, Public Works Director/Assistant to the Town Manager Strate�ic Alignment Vision, Value, Mission Perspective Strate�ic Theme & Results Outcome Obiective Mission: Westlake is a unique community blending preservation of our natural environment and Hi�h Quality Planning,Design& Development-Wc arc a desirable viewscapcs,while serving Citizen, Student& �,ell planned,high-quality Preserve Desirability our residents and businesess Stakeholder &Quality of Life with superior municipal and community that is distinguished by academic services that are exemplary design standards. accessible, efficient,cost- effective, &transparent. Strategic Initiative Outside the Scope of Tdentified Strategic Tnitiatives Time Line - Start Date: March 28, 2016 Completion Date: March 28, 2016 Funding Amount: N/A Status - � Not Funded Source - N/A EXECUTIVE SUMMARY (INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) The proposed preliminary plat showing a proposed 18828-acre residential development, Estates of Quail Hollow, was presented to the Planning and Zoning Commission at the March 21, 2016 regular meeting. The Commission recommends approval of the preliminary plat with staff's recommendations. This property is located on the southeast corner of the FM 1938/Dove Road intersection extends south to the Town limits along the east side of FM 1938 and east to the Town limits on the south and west side of Randol Mill. The applicant is proposing to maintain current R1 (1 acre residential) zoning, therefore no zoning change is being requested. The developer is proposing to build the development in 3 phases ultimately having 92 residential lots, as shown on attachment"A", all of which will be greater than one acre. The first phase will be on the northern 1/3 near pove Road. Phase two will be the middle 1/3 and the third phase will be the southern 1/3 of the property. 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 ar larger." 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. Economic Developer Agreement—An Economic Developer is being considered at the March 28, 2016 Town Council regular meeting. 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 recommendation in the Comprehensive Plan including: the view shed corridor; large lots; and street alignment. However, the proposed plat deviates from "The Trails Plan"within the Comp Plan and the adopted 1999 Master Trail Plan as it does not include a pedestrian underpass under pove or sidewalk on Dove and Randol Mill due to roadway drainage, elevation, and floodplain conditions. Lot 26X 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 26X, approximately 3 acres of land, on Dove Road near the Dove Road/Randol Mill intersection that could be used as a trailhead. Lot 26X 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. 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. 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. 6. Staff recommends the following note to be added to the Preliminary Plat: No easements will be allowed by separate instrument without written approval fi^om the Town of Westlake. 7. The northern dam will be on private property as shown on the Estates of Quail Hollow Preliminary Plat. RECOMMENDATION Staffrecommends approval of this Preliminary Plat. ATTACHMENTS Resolution for Preliminary Plat of Estates of Quail Hollow TOWN OF WESTLAKE RESOLUTION 16-11 A RESOLUTION OF THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS, APPROVING A PRELIMINARY PLAT OF QUAIL HOLLOW SUBDIVISION SHOWING 92 RESIDENTIAL LOTS THAT ARE ALL ONE-ACRE OR MORE IN SIZE. THE PROPERTY IS APPROXIMATELY 188.28 ACRES AND IS LOCATED ON PROPERTY PREVIOUSLY ADDRESSED AS 1755 DOVE ROAD, SOUTHEAST CORNER OF THE FM 1938/DOVE ROAD INTERSECTION. WHEREAS, the Planning and Zoning Commission voted to recommend approval of the Estates of Quail Hollow Preliminary Plat at the March 21, 2016 regular Planning and Zoning meeting; and WHEREAS, the Town Council finds that the Preliminary Plat conforms generally with the goals and policies of the Town Comprehensive Plan and the Thoroughfare Plan incorporated therein; and WHEREAS, the Town Council finds that the passage of this Resolution is in the best interests of the citizens of Westlake. NOW, THEREFORE, BE IT RESOLVED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS: SECTION 1: That, all matters stated in the Recitals above are found to be true and correct and are incorporated herein by reference as if copied in their entirety. SECTION 2: That the Town Council of the Town of Westlake, Texas, after considering the recammendation for approval from the Planning and Zoning Commission on March 21, 2016 does hereby approve the Preliminary Plat for the Estates of Quail Hollow subdivision, attached as Exhibit "A"with the following conditions: 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 far 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 Resolution 16-11 Page 1 of 3 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 add�essed. 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 ar 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 perforined within existing or proposed right-of=way. 8. Staffrecommends the following note to be added to the Preliminary Plat: No easements will be allowed by separate instr�ument 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. SECTION 3: If any portion of this Resolution shall, for any reason, be declared invalid by any court of competent jurisdiction, such invalidity shall not affect the remaining provisions hereof and the Council hereby determines that it would have adopted this Resolution without the invalid provision. Resolution 16-11 Page 2 of 3 SECTION 4: That this resolution shall become effective from and after its date of passage. PASSED AND APPROVED ON THIS 28TH DAY OF MARCH, 2016. � ATTEST: Laura L. Wheat, Mayor Kelly Edwards, Town Secretary Thomas E. Brymer, Town Manager APPROVED AS TO FORM: L. Stanton Lowry, Town Attorney Resolution 16-11 Page 3 of 3 -F,�.�� ~ �r e - ,�,. , , � :,���+�- � „ 1 ,,�x�, , �i �, �-, �N - .�. wI��'�` i' � � � . t� r'� . �, c i � 1y L��.l�� r Q��,�4.•� .� ,ff� � . � �� ,�� �� � � �;Y ���,� y � �t F J�'��� ��,f��ri ��M����G�.. e.�� ����.�� �, � 4 N r S��_ 3,� �'• k �'��`�' • � , '� . ��,���' �� �' 1�'' t .. . „ - R . 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I I 1 , I I I 0+00 1 +00 2+00 0+00 1 +00 2+00 REVIEWED BY: LEGEND PROPOSED STREET SECTION NUMBER OF GROSS DWELLING UNIT w (NOT TO SCALE) w TYPICAL �OT DETAIL DWELLING UNITS ACERAGE DENSITY - - BOUNDARY LINE � � � w � � W - - - - TOWN ATTORNEY S��ANq g ? � O J � O J ? 92 LOTS 188.28 ACRES 0.49 D.U./ACRE - - ROW LINE / STREET LOT LINE lVD 35.0' LOT LINE DOVE R 15.0' 4.0' 27.0' B-B 4.0' 15.0' I 40' REARYARD SETBACK I TOWN ENGINEER - - - - - - - PROPOSED EASEMENT � I Q Q I � APPROVED BY THE TOWN COLINCIL OF PROPOSED BUILDING SETBACK �- �- � I � WESTLAKE,TEXAS on this the day of - - Q � Q � � wl PHASE LINE � z � z I � , 20 UE = UTILITY EASEMENT Y o g.p' Y o lo ol DE = DRAINAGE EASEMENT Q � Q � Q QI ATTEST: � � CITY/TOWN LIMIT LINE � � 6" CONCRETE -� 6" STAND-UP � � I� �" - T EXISTING CONTOUR MAJOR PAVWG CURB 4.,� �MPXI_-�' lo ol NOTES: > 20�0� W/5" CROWN 20�0 �-- � I 0 50 100 200 J MPX) ___T_ --- , � o ol � EXISTING CONTOUR MINOR m - - --- 4'.� �-�" �/ Z�=_-_= --- \ -"� N N I Mayor Town Secretary 1. ALL PRIVATE STREETS TO BE LOCATED IN PRIVATE �' �_� 6" CEMENT/LIME� WATER �� I I I I o �'�/ STREET LOTS PER SUP-02-01-16 APPROVED BY TOWN Q STABILIZATION � 40' FRONTYARD SETBACK J APPROVED BY THE PLANNING&ZONING � ROW DEDICATION _ � COUNCIL ON Q o � �UTILITY COMMISSION OF WESTLAKE, TEXAS on this the 2. ALL OPEN SPACE LOTS ARE DEDICATED TO AND ( IN FEET ) � Q ELECTRIC �GAS 2�0' DUCT BANK _ _ _ _ _ _ _ day of ,20 MAINTAINED BY THE HOMEOWNERS ASSOCIATION, 1 1NCH = 100 FT = � SANITARY ��STORM 15' UTILITY EASEMENT INCLUDING MAINTENANCE OF ANY PONDS. EXISTWG EASEMENT Z � SEWER SEWER � Row - ATTEST: 3. ALL ON-SITE STREETS WILL BE FIRE LANES. � 4. THE DAM BETWEEN THE NORTHERN POND AND DOVE � - 11.5' - �0.5' 7.0' ROAD WILL BE MODIFIED TO ALLOW FOR FUTURE ROADWAY GRADING. EXISTING EASEMENT TO BE ABANDONED LOCATION MAP Chairman Town Secretary 5. LOT 28X, BLOCK 3 TO BE DEDICATED TO THE TOWN SCALE: 1" = 2000' OF WESTLAKE WITH THE FINAL PLAT OF PHASE II. ` i -- / i -- � � � � � � � PROPERTY DESCRIPT'ION �� T � ��STI�IE TS .q i'! � �� � � � � � � � �.� , � ��i, � / A � -� ; j � � V '� � � _ _ -� � � �� � 5.1 '�-,h� �KT�_� I ; � I � - � � � � ; � � - , � ( '� � � � � � � ��'� �', ��, � ���'�� � WHCREAS,Polygon Enterprises,Inc.according to the deeds recorded in Volume 9339,Page ]071 and Volume 14573,Page 300,of the Deed Records of Tarrant County,Texas,and Roland Stene Arthur according to the deed recorded in Volume 1O152, � � � ` � � �� � - - A Pa e 1991 of the D d Rec r f Tarrant o nt T xas an R lan Arth r and B ann Sisemore Arth r accor in to the d ed recorded un r In t m nt N m er D212058890 of the fficial P bli R c rds f Tarrant o n T xas ar th owner of �`� � i � � �'. � � � g ee o ds o C u y, e , d o d u e e u d g e de s ru e u b O u c e o o C u ty, e , e e s ����' � � � � � - � ���i� �� � � �� �r�'.'�/VADA WES lL AKF N I�ES IMEN Tf ' � � � � �� �" _, that certain tract situated in ihe 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 said tract being a portion � `- � � � � � TRACT 2, AB TRACT �510/ \ � of the said tracts to Polygon Enteiprises,Inc.,all of the said tract to Roland Stene Arthur,and a portion of the said tract to Roland Arthur and Beanne Sisemore Arthur;the subject tract being more particularly described as follows: j ! �L � + \ CHARLES M. THROOP SUI�y V�; ,� �_._ � �- ��� � � � � � ��I � � i � �` � � w � � � � � /N S T N0. Cl��1�%��7�46 D f� T,r= � � Be innin at a 1/2 inch ca ed rebar stam ed"JPH Land Surve m 'set at the northeast corner of the tract described in the deed to Pol on Ente rises,Inc.recorded in Volume 9339,Pa e 1071 of the Deed Records of Tarrant Count Texas; \ g g pp p Y g� Yg � � Y, ___ _ --�� �'� � � � � � � THENCE SOUTH 00 degrees 23 minutes 47 seconds WEST,with the east line o£tl�e Polygon Entetprises,Inc.tracC,a distance of 1,635.63 feet to a Mag nail with a meYal washer stamped"JPH Land Surveying"set at a bend in the said east line; � � � �',' '�� '� �� _ ' i � � �� � - - - - _ _� _ _ _ _ _ _ _ _ _ _ _ _ _ _ ��� ����B� THENCE SOUTH 15 degre�a 54 minutes 43 seconds EAST,continuing with the east]ine of the Polygon Enterprises,Ina tract,a distance of 99.48 feet to a 1/2 inch capped rebar stamped°JPH Land Surveying"set at a bend in the east line of the Polygon \ � - _�� _ -�� �! � � D o ve Ro a d � �' � _ �� Enterprises,rn .t �t; � � � I N N - THENCE SOUTH 52 degrees 34 minutes 23 seconds WEST,with the north line of Roland Arthur Estate as recorded under Instrument Number D212058890 of the Official Public Records of Tarrant County,Texas,a distance of 72.86 feet to a 1/2 inch � � - - � VARIABLE WIDTH R.O.W. S 89°57'14"E 1432.3 5' � � � capped rebar stamped"JPH Land Surveying"set at the northeast corner of Lot 1 of said Roland Arthur Estate; I ,:, o � �,. � � � � � � � � s � � � � � a � � � � � � � � � � < � � _^7 Sg9�4��45��w��4� ROW �E�i��,,TioN _ _ THENCE in a southeasterly direction,along the curved east line of said Lot l,(said being non-tangent,concave to the northeast,and having a radius of 541.28 feet),an arc length of 183.39 feet to a 1/2 inch capped rebar stamped"JPH Land Surveying" I L �/ '� � � � � � � � � � � � � � � � � � �:�� � set at the end of the non-tangent curve,being the most easterly corner of Lot 1; � � - 26 C4- � � o : �� ��� ��� � � � 100.54' �'. �� 1 ' `� � � � � � � � ����� THENCE NORTH 52 de rees 34 minutes 23 seconds EAST,with the most easterl south line of Roland Arthur Estate,a distance of 66.72 Peet to a 1/2 inch ca ed rebar stam ed"JPH Land Surve in 'set at the most easterl northeast corner of Roland I - - - �g- --�,�- �,�-- 166.10 � 241.24' C70 �� _ g Y PP p Y g' Y - � �� � 59.37' 177.43' `--_° ' - - �°� �o� 42.17' I � � Arthur Estate; _ _ o� - � 58.60'_ � / �� � C83�� -C84� � � ��� � co j � i � - THENCE with the east line of Polygon Enterprises,Ine.tract,the following calls; \ - - --- - �� co / �� � � �� �G. 1'y � oi - - - � � � � � � � � ��� � � � � � � l. SOUTH 37 degrees 46 minutes 13 seconds EAST,a distance of 166.57 feet to a set 1/2 inch capped rebar stamped"JPH Land Surveying'; � '� �tl � �;5 �y0 � - � '- � � � ��, � '� 8�p � j � 2. SOUTH 50 degrees 37 minutes 13 seconds EAST,a distance of 706.24 feet to a set 1/2 inch capped rebar stamped"JPH Land Surveying"; 1. � �r � � � ° � r� � �y.� ��,�� � �� � � � � I �� �p� � Q �� �i� 'REW COTTINGf lr,„i 3. SOUTH 00 degrees 59 minutes Ol second�AST,a distance of 1,205.63 feet to a set 1/2 inch capped rebar stamped°JPH Land Surveyrog"; � D�T 28, OGK � � � f \ �-I `y`l'�. - �. � � � I �o �� � �'y '� � !T 2. BLOCK B ���>U�RO R�!DEN T'���� � � , � ��� �� � �M � � � ' � � o � �� � � � �LNWYCK FARMS 4. SOUTH 32 degrees 16 minutes O1 second WEST,a distance of 463.22 feet to a set 1/2 inch capped rebar stamped'7PH Land Surveying"; DDl Tl(_ I � �� �� �5� e�� � ���`* � � � I � �C' ADDITION 5. SOUTH 00 degrees 35 minutes 36 seconds 6AST,a distance of 160.58 feet to a 1/2 inch capped rebar stamped"JPH Land Surveying"set at the southeast corner of the Polygon 6nterprises,Inc.tract; �JSL N� (��7�J7�i?' � �� � � �S� �� o � ; �� � � � � M � i � � `v � �� � �� � N0. D���525F0 _� THENCE SOUTH 89 degrees 56 minutes 32 seconds WEST,with the south line of the Polygon Enterprises,Inc.tract,a distance of 2,052.75 feet to a 1/2 incl�capped rebar stamped"JPH Land Surveying"set at the southwest corner of the Polygon a _ I _ __ ,� � - � � �� - � � ' 4 � ---- ---��- � O � 15 - G`� �� � - � � � � \40 �� \o \ 1 � 1 z� I W %I O \ I Enterprises,Inc.tract; Y - � j M - � � � � � � d. � THENCE with the east nght of way of Davis Boulevard,as deeded to the Town of Westlakc and Tarrant County,the following calls: � � � � � �� „ �i �`SQ � 1.95 a�i. � ��, � M � �.�� aC. �� '�� � � � l. NORTH 00 degrees 27 minutes 13 seconds EAST,a distance of3.95 feet; � 1 ,�. � s 1.82 ac. � , � - � � � � � � �� � � ���� 2�,� �� j�,�p L�6 � � ` �� � � � � � � � � Z � � � � � � � 2. NORTH 00 degr�es 03 minutes 40 seconds WEST,a distance of 148.76 feet to a found 5/8 inoh capped rebaa-stamped"Carter&Burgess"; � � � d' � � � ,� �'��,/ A � i / � � � � � � 3. NORTH 00 degrees 22 minutes 33 seconds WEST,a distance o�f 120.34 feet to a set 1/2 inch capped rebar stamped"JPH Land Surveying"; � ��� � � � 8. � � � ,� `b �.�.�� aC. � � � �' �, � 4. NORTH 89 degrees 37 minutes 26 sewnds EAST,a distance of 78.76 feet to a set 1/2 inch capped rebar stamped"JPH Land Surveying"; ,� , o� , A � � � 1.58 a � �, ,� � ' � o � � �5 0 �, � � � � � � � , � . _W � � � \ _ � d, � � �S i C127` ��� s6 / / � \ eP�, �,, \� �° I � � ' ` �o , 5. NORTH OS degrees 47 minutes 21 seconds WEST,a distance of 68.79 feet to a set 1/2 inch capped rebar stamped°JPH Land Surveying'; \ A1/�l x',t� �i��'�_ ` , RQ - - \ , � ` \ / M • I / _� ,° \ � I � ATER / 6. SOUTH 89 degrees 37 minutes 26 seconds WEST,a distance of 72.27 feet to a set I/2 inclt capped rebar stamped"JPH Land Surveying"; P POSED r � ,�T �9,A Q�D�y� � � I � � ��� v � � � � � ; ' � i �140 - � 20��W / � �� / N o,� ` � � � �'.�Y�/ERD f�SIDEi'���,� � �� �� � � � � � � �� � � O>, � � � � � , � � i/, � � � 7. NORTH 00 degrees 22 minutes 34 seconds WEST,a distance of 310.05 feet to a point on the west side of a utility pole; � I ' 38.9' �qDDITI�?N � o � �, t��� `co� Q � � � \ � � �i�0� \ EASEMENT � JACCJb BfaIJU 8. NORTH 00 de rees 22 minutes 58 seconds WEST,a distance of 683.31 feet to a set 1/2 inch ca ed rebar stam ed°JPH Land Surve in � i ; �. � N �, � � � - � , �,,?, D. ��1�.",' � � , � �Q�- UI `' \ \ �\ �� ,3g T C,. L 1 ' v' ' i 3 CC5 h `�Q\ °' � � �T 7 BLO�"'K B g PP P Y g��. 1 � � � i L 3 4 � � 9. NORTH 52 de rees 02 minutes 17 seconds WEST a distance of 23.44 feet to a set 1/2 inch ca ed rebar stam ed°JPH Land Surve in "� , ; �9 � / ' � 6 6 � _� . IN,WYCK FARMS g , PP P Y g , _\ � � ' � � /� I �, I l 6' ' ' `, � � \ � / E•� a� � � \ C° I AE1DlTION i ]0.alon the arc of a non-tan ent curve concave to the southwest havin a radius of 3,895.00,a central an le of 1 de ree 36 minutes 34 seconds,an arc len th of 109.41 feet a chord bearin of NORTH 07 de rees 50 minutes 34 seconds WEST,a � , , � �, O� v i c,> o� -- , c,� R � - 7"E �2T'63� - � � � g g g g g B ( g g - � � 0 1 07' � � � i 63 6 9 / . � � �$ - - - - - - � l�l/N_-: PC� � � � � � � � N(�.�D27�7�,:- / � � ' , � � � � � � � 1�� 9' � �° 54� ��3� ' � ,� chord distance of 109.41 feet to a 1/2 inch ca ed rebar stam ed"JPH Land Surve in 'set at the location of a now missm found 5/8 inch ca ed rebar stam ed"Carter&Bur ess"; � � �' � � C�y �� � =! � � \ � ��6' C�44 � t - -- - - r� ) PP P 3' g� g PP P g ` � ���� ��� ���, ���'� � �� � �� � � � 5�,32'� �j� � -• � � � R T L T 1 I.NORTH 08 degrees 38 minutes 52 seconds WEST,a distance of 9338 feet to a set 1/2 inch capped rebar stamped"JPH Land Surveying"; � � j �� � � � � � � \\ \ V ' � � - � � - � /�'I�� G�� � 13.62'�� �y � 7NlN�� --i� 1pp i `. ir� � C� \ 1.O O C`�Ci. 6 7g` - - - C138 �j �,28 i � � ` ,`R� � � / 12.NORTH 36 degrees 23 minutes 40 seconds EAST,a distance of 51.05 feet to a set 1/2 inch cappEd rebar stamped"JPH Land Surveying'; „ ��� � -� � �.���� � � � /'�`�� R�' 61.83' C137 � o .� �� /15� � �C' G � � � , 16.42' �� r'� � � � ` �� G � 55 � � �� . � ' � � � � � � � � feet to a set 1/2 inch ca ed rebar stam ed"JPH Land Surve in \ C � V�' � \`��' 13.NORTH 81 degrees 26 mmuCes 33 seconds EAST,a distance of 34.47 pp p y g'; � � d. � V � `�� � � S89°58'09"E _ - �S � �i � � �� -� � � � � � , �� ��s � � � � � � � C96 � 102.91'���� o �� �9�1 � / � � � � 14.NORTH 08 degrees 10 minutes 07 seconds WEST,a distance of 63.01 feet to a set 1/2 inch capped rebar stamped°JPH Land Surveying"; � , � � �, � �\ / � `,�� �` 77 pp� C145 � � � �� �� 15.SOUTH 81 degrees 26 minutes 33 seconds WEST,a distance of 34.54 Feet to a set 1/2 inch capped rebar stamped"JPH Land Surveying'; G � � - - - - - - �, - - ' � � � � �14.80' � � p�7 � � -�- � � 16.NORTH 53 degrees 36 minutes 20 sewnds WEST,a distance of 51.76 feet to a set 1/2 inch capped rebar stamped°JPH Land Surveying"; � � ��, � � � 35� ' 1 � i� s2 w � '� i� � � � ici�N�r>�cK FAa, - � � � • � Z - 17.NORTH 08 de rees 38 minutes 52 seconds WEST,a distance of 240.80 feet Yo a Ma nail with a metal washer sYam ed"JPH Land Surve in 'set at the location of a now missin found 5/8 inch ca ed rebar stam ed"Carter&Bur ess"at the � � �� � o / „w '� 339. �� �u� � � � � � � � � 1.O / aCi. = � M -� - / g � g P Y g� g� pP P g � � � ' � � � �. '�� � ��5°023� / � � �� � � _ - � � �,� - Ap � � beginning of a tangent curve concave to the east having a radius of 4.905.00 feet - -- . ��,, � ,.,/ � ��1� � � � � � � � O � f;�/�/d/iUiV � � � \ � 'I � � � � � �y�� �i ; 17.34' � �°p � �7p _ _ _�� � �� � � Q � 18.In a northerly direction,along the arc of the curve,through a central angle of 10 degrees 39 minutes 48 seconds,an arc length of 912.86 feet(a chord bearing of NORTH 3 degrees 18 minutes 58 seconds WEST,a chord distance of 911.54 feet) � �U /-,�; � 3 aC. � � �,���,n� � i � � �.o;Q�� � 1. /p aC. _ � M U M to a set Ma nail with a metal washer stam ed"JPH Land Surve in �� n.R�` � � �o��'•� / -d:�� � _ _- � � / � � � o � � B P y 8��� . � � / '/ °'� - ` � 19.SOUTH 87 de ees 35 minutes 02 seconds EAST,a distance of 117.45 feet to a set 1/2 inch ca ed rebar stam ed"JPH Land Surve in � � � � 11� c� rn� I ' =� i - �'- M� n � � ' � �� �. - / t - � W � PP P Y g��. U� �1� r j(� W' c�o f" \ � � ��l ___ �gn�en � � I Q_, 20.NORTH 02 degrees 24 minutes 58 seconds EAST,a distance of 70.00 feet to a set 1/2 inch capped rebar stamped"JPH Land Surveying"; / j � „ � 1� � � I � ��Iw,�� c v,��' �'�G.T- o � � I � � � ; �� �� G 1 x •- � (/� I r J i� �. N 2� SAN ITARY � �j , _ _ , r� 21.NORTH 87 degrees 35 minutes 02 sewnds WEST,a distance of 117.44 feet to a 1/2 inch capped rebar stamped"JPH Land Surveying"set on the arc of the previously described curve having a radius of 4905.00 feet; ' � I' � r o, 1 � O ` �T o; � 1.�� CZC ,�it„ y✓�� � - �. / ,, 1 1 _ Q 1 r � �� ; SEWER ESMT \ � I l� +, f�!_UC{< (,` i 22,in a northerly direction,along the arc of Che curve,through a central angle of 9 degrees 33 minutes 40 seconds,an arc length of 818.51 Ceet(a chord bearing of NORTH 07 degrees 36 minutes 49 seconds EAST,a chord distance of 817.56 feet) � o a ��� ' � ' �_ -" N�8° � �'��1 V N' r � � , � � �� � � _ I I l%i'CK FA,R/615� to a found 5/8 inch ca ed rebar stam ed"Carter&Bur ess"; � � � 4� 4„ � � � � 3 �l � > N _ o _� � I- ; � - I � 4 � . 7 ac. , _ pp p � � <;i�,� I w 274 , � -� � �J o � C � �al I 5 �" �e �_, - � - - I - M, �IDDITION � �� � � ���,K � � � � _ _ •69 -� o ,����W �,rr��� � Z � 2 �o�Ur �N,� �� �_ � Ss�o � N � � / � � 23.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,in a11,a total distance of 492.05 feet to a 1/2 inch capped rebar � � i � -"�� co � � Nr_�. D�72�ChY37 / _ � ���,- ;' � � � S =� ,' �' /l T / -_��!FRO kES/DEN7IAL I I I _ -� / S�$ 39p0� � Z v !� �.�� aC. - � I � I �n O ,� �2� \ � � j staroped"JPH Land Surveying"set at the beginning of a curve concave to Hte nort}�west having a radius of 1,782.50 feet; � � � 90 e� � � � �V c+, � ,g,, A O � R.T�,_ ; ,4L�D/T/ON � ��, � � � _ �1 1�1 1 f I o � �`. � � F p 24.in a northerly direction,along the are of the said curve,througl�a centra]angle of 0 degrees 27 minutes 26 seconds,an arc length of 14.22 feet(a chord bearing of NORTH L2 degrees 9 minutes 51 seconds EAST,a chord distance of 14.22 feet) V 0. D i 1�?�'��-FF � �, � � � I � � z� �co �93 � �� � � - to a set Mag nail with a metal washer stamped"JPH Land Surveying'; � � � / D.R T C.�Z � � U� 1 1 o M MI I 3.31, � �� 2�- I - _ THENCE with the south line of Dove Road,the following calls: � '�t i \ U I� �� � N�s�rs'Og�� ct°n / M � I l. SOUTH 80 de rees 43 minutes 33 seconds EAST,a disfance of 55.84 feet to the be innin of a curve concave to the northeast havin a radius of 1153.14 feet; _ - ' � � ! �i � � i` � � � 14.48' I U U � � �� W 33g � I �. I . g g g g S89°39'37"E � � � I � �'�,�' � �':; I �� '� �� � / � 1�02_ � � � � 4� Z 93.33", � � � � 2. Along the arc of the curve,through a centra]angle of 1 degree 28 minutes 10 seconds,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)to a 1/2 inch capped rebar �I � � � � � � � � �C� 6, ��+' � \� � � � 6525'����W ', � � � � � /�/�6°����„ �R������ stamped"JPH Land Surveying"set at the end of the curve; �, 1 I I � � � � 3 � W , ', , �� % i� S83° __ b % �3 6g� W �45 I 3. SOUTH 07 degrees 48 minutes 17 seconds WGST,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 having a radius of],165.]4 feet ; ` , 107.44 � , DRAINAGE � � ''- 'J��"�'' � � / � \ \ \ 14.57/ / G �% r / I � (,� • �` ' ` .,, � 4. In an easterly direction,along the arc of the said non-tangent curve,through a central angle of 4 degrees 41 minutes l4 seconds,an arc length of 95.32 feet(a chord bearing of SOUTH 84 degrees 32 minutes 20 seconds EAST,a chord distance � � � � 2 37 ac. �� �� - --- � �� ���, e�o�k c ���� �1,� B�oCK ;- �, (1-� , � I � � ' �02 � i / � � 7� O , � � �'L EASEMENT ,� � _ � , � , � . ��� $0.2 � \ c,� - of 95.29 feet)to a]/2 inch capped rebar stamped"JPH Land Surveying"set at the end of the non-tangent curve; ����4nUEADn�ONEN I I �� /ectric Easement � � , � >, ��� �� S� � � ' �JWY"CK FAkN�� S � � � ��- � � 6,�c� �j '�q'� � �� � ��'� 14_48'-� � � � cR s� � � �-�-� AC�C�I TION 5. NORTH 88 degrees 11 minut�s 47 seconds EAST,a distance of 103.53 feet; �O � A �, G z�� � 1/ � ��?�'�! � to be abandoned. �� �j '�6+,S, i =_ � � U � �Jp, �-, � I �� JD- D27.�lF��.'-� � 6. NORTH 89 degrees 58 minutes 31 seconds EAST,a distance of 100.00 feet; � : N� ��,z��_ � , , � .t� ti � ,� � �� .� � � __ -� � � �, \ , � � Sx � � , �D R T C. T � I �1 � � � �Location approximate. 14 5� o / / � ,�� � � �R T'� 7. NORTH 82 degrees 56 minutes O1 seconds EAST,a distance of]00.77 feet to a set 1/2 inch capped rebar stamped"JPH Land Surveying"; �, � \ 9 � � �� S�4 261 � /� / / ; 311� r �I Q �� 8. NORTH 87 degrees 18 minutes 53 seconds EAST,a distance of 591.26 feet to a set 1/2 inch capped rebar stamped"7PH Land Surveying"; V � � � � � °j'F � � \ � �\ � � � r� � � 2.2� aC. � � �� � � � � � � A 42¢�y, � � � �! "'So �N THENCE in Dove Road,west and then east,the following calls: � � � � \ ��'`����� � � �� � I ����� � �.�� aC• � �5��� \ � `�� M � � i � __ l. S O U T H 8 9 d e r e e s 4 7 m i n u t e s 4 5 s e c o n d s W E S T a d i s t a n c e o f 9 2 4.4 9 P e e t t o a M a n a i l w i t h a m e t a l w a s h e r s t a m e d"J P H L a n d S u ry e i n "s e f a t t h e b e m n i n o f a c u r v e c o n c a v e f o t h e n o r t h e a s t h a v i n a r a d i u s o f 2 2 9.6 0 f e e t� q ; � r� � � , � � � ,� �; � � � ` ��� ���, \ �� � � � � �� � � = , , , - � g P Y S g � � �7 ��� � � 2. In a narthwesterl direct�on alon the arc of the said curve throu h a central an le of 26 de rees 13 mmutes 43 seconds an arc len th of 105.10 feet a chord bearm of NORTH 76 de rees 30 mmutes 49seconds WEST a chord distance of i � � �� � � � � �� � ���,� � 2�� �-.� l CiCi. �� � � �� V � \ � a a� wi a me a was er s a ' g g g , b � g g , Y g ' 6'o - -� -� � � !� � 104 19 feet)to Mag n �1 'th t 1 h t mped"JPH Land Surveying"set at the end of the curve on the north line of the tract described in the deed to Polygon Enterprises,Ine.recorded in Volume 9339,Page 1071 of the Deed Records � � � �� � (� � i,�/ � � � �`S`P'� �� � � �� �`s � � � - ` � �� ��� - � � �� - �"���ii�t�� of Tarrant County,Texas; � � � � ! � � �"' � � � � i ,�^ � 3. SOUTH 89 de rees 57 minutes 14 seconds EAST,with the said north line of the Pol on Ente rises,Ina tract,a distance of 1,432.35 feet returnin to the Point of Be innin and enclosin 188.28 acres �8,201,636 t s uare feet. . ���'2 BLC7C,K �� ( ) \ � A g Yg rP g � g g q i � I � � �� � � O / � �. �' O \ � �- � '!W�l�,� RMS � � � - �� / � h � , ��� � . , � ,. �j�' �� aDDlrlo� � , � � � , � � I ;� 1.86 ac. � � o�z-��% / � ��� Q��'i zo 55 � � � ���� � ` / � � � � � ,�'. PRELIMINARY PLAT � �� � : , .35 ac. � ti � ��o -��� � � I � T � � � 3� /� � '� �� � /�` ;� � S,o I _ �,�3� oF / � o '� ;� � � �' � ,+'� � /� � a�Ra� � � ���� �� � ` � � � � a�.°� � � ��\ ros�o�,, \ / / � \� �� � I I � � � v �o , , � � ��� � � _ Q �, � �� � � d % 2 � �� � � �cS' �� / ti / '�. S � ; , � �� �] � ���� � �� ��� � � ��� �� �, r�� �sr� r�s o� �u�l� �o ��ow �� � �� , o � � �� � , , � s , � � W � - - � � � / � � / N89 $'9 37" �� o�c� � , � S7'� ��29"E 39 � � � � � 1.26 aC. � � �� �,�1 ��� V� � / �,, �� � � w 1(�6.47 ' � � "'?�E 0����� BEING 7 �� Q o� � j � � I � � , � �� o� � �'� -- - ` �� ��� ' 1.31 a(' `�° � � , � o o I _ ��,�>f,h �a�Rk�s Noa,�� r-•.�P�.... ...Ekq ll � � a � � �.8 11.65 �� � `� �� � �� r� � 8' Z ory Q • L��T l, L ;�� v � _; � � � o , ;w� � ( _ o, � � � � o - -- � ��o �� tis�9' � � �� , v , o o I � � � � �r s. •.s ��� 188.28 ACRES _ � � - � - ,�' z q 0 � � i � �� - � �,`b�.o � � 6� )A - .C�� / o � � �i�,��,�� F,4R� DDl i � �* * _ � , �' I�I o - � �I � � � 1.23 aC. / � �'� 88� �53--�'�2� � � �`�° V � z � � bz0��'��i� � � . .� � SITUATED IN THE , . � � - ,��� : : I � �� � � _ � � '� � � � � �� � � � � i � ��a8 �'�' o�� � �°�.� �� � \ �- � � � � � �, � � .................... .� o � � ....... ���z �� � � �i �\ ��� � ��►o � so - � � � : �o� � �s,� � �������. � �:,�,��� T � '��AYT°".T,..RE�r.".�ER..i CHARLES M. THROOP SURVEY ABSTRACT NO. 1510 �� _ ' � _ � N7 4 54°Vl, �' h � � Cy�S� -� \ � ,r: �...:.. � , ... � , � � � � �� � �o � � 2os.so� �' - I / ti � � c �s Aa� � ���� � � � � � 97497 / � o � �r��°o �l � ss � � � � � ��sr� �� ��! `� � - � � , � �' ��/ _ � TOWN OF WESTLAKE, TARRANT COUNTY, TEXAS �� � i � � �o , , F �,�. . , _ _ � . G . , �� � - �� < < � A � a , 6 ��`�� i � o��.. � '`�i - � � � �� s� � i .�. A � A / \ ,� � � .� .C I S� .•�F.� 0 _ �� S � o � CEN • � ; `� M - ` �'� �.`� i � � �r\ ^ l Ff ••. ..... c�.... I � � Q, I � F i o � � , � .Q < PRo�osEb �� l s �N �� � ��U�`I- - � � i / � A � 1.18 ac. ��� % � �����������- I , I � V � � �/ 5 � � � ti M NO GRApING � I ; ' �, ; � _, � � �� � � ��- i 1.08 ac. /, '� F � �ti�,o'��� V '� ;� °' I �� 92 RESIDENTIAL LOTS - 10 OPEN SPACE LOTS � M 2� , I � I � Z.O6 aC. � � < � � � �, M � EASEMENT � � � � � � � � ��� \ � � � �� . . , ,, - _ I, � � \ I � I , � 'a � � 9.�� � ; � � , RESIDENTIAL: BLOCK 1 , LOTS 1-2, 4-13; BLOCK 2, LOTS 1-8; ,N I�� i 3 � I M � � � h�� i � ,,,,,� �o °�9 Fo.. � ��., /o�`�' G � � �, o� � � , � � � - - - - i �� � �� �� � � � < �`�' � � � , B L O C K 3, L O T S 1 2 6; B L O C K 4, L O T S 1 4, 6 1 3, 1 5 1 7; � � � - �� � ��� � �-6so � � � \ � , \ �_ `�� �� a ' `� � I I � � � � o� �v 9 \•9 � ^� � `�' � ��� �� � �, = ��; � , � x 1.11 ac. i � � s � �� / � ` � `''�� �'� � �� � _ - BLOCK 5 LOTS 2-4 6-9' BLOCK 6 LOTS 1-13' � 4� � � � � r- S / \ \�9 16.57' � > > > > > �� � �; � ; � � p'41 ac. - _ �_ � � I w � �� ---- -_ A �,� �� ` �� 11 � �� � � 4 � � � ' �F � � � -1 ��,� � � � � � � - r Q � �� � � � '' �, .�,� 'i � M � ���°�� s`��'� �, �g�`p � � A`�rr�, C��� �� �,� � � � �, �DITION � �� � �'�� ������� 1.14 ac. 1.54 ac. ''��� ����w�cjt FA,�n�,� BLOCK 7, LOTS 2 12; 99.-05- - - � �,14.40� IN � M , co 6 � � � � 2/.� 8�.� 6 OPEN SPACE: BLOCK 1 LOT 3X� BLOCK 2 LOT 9X� � L� � � cils - - � O �: � � o � 1.20 ac. � / �� �,� -�� 2 � �, �� �40, P� _ � , , , , , - _ _ _ c r ^ o / \ g , .� $$ \�� L33 �\1 1 , � ���9 � �, � BLOCK 3, LOT 27X; BLOCK 4, LOTS 5X & 14X; � � � � � �� � �� � �� �� '�. r � R. T C. 7 I � ' `,. � ��� ^J '� 14.40' \ o � � � °--- -- --- � S87 �5'02"E 396.67' � �- �� �� � S, � Z � _ � ;, � `�' • � �� � � _ � ���� �� _NING: r , I ' � � �L3 ��I O GLEN LANE � 13.s4� � cr3 r3p� � � � ��� � �� � � 5 � � °° � "I � � � � � � I � � � BLOCK 5, LOTS 1 X, 5X & 10X; BLOCK 7, LOTS 1 X & 13X o_ c�� 2s3 � � i � 32 PRIVATE STREET: BLOCK 8, LOT 1 X , � � � �` � � � �� � ,�' � ��� �'� °�'� � � �■i� � � � �� � � � � �� � � � � � r � � � � � � � � � � � '� � � � � � '� � MATCHLINE - SEE SHEET 2 OWNER: DEVELOPER: ENGINEER: SURVEYOR: PARK DEDICATION: BLOCK 3, LOT 28X POLYGON ENTERPRISES ELLIOTT CAPITAL DEOTTE, INC. JPH LAND SURVEYING, INC. LAND USE DESIGNATION: SINGLE FAMILY RESIDENTIAL 1755 DOVE RD 935 W. DOVE 420 JOHNSON RD. SUITE 303 807 BLUEBONNET DRIVE, SUITE C EXISTING ZONING: R-1 WESTLAKE, TEXAS 76262 SOUTHLAKE, TEXAS 76092 KELLER, TEXAS 76248 KELLER, TEXAS 76248 CONTACT: ROLAND ARUTHUR 214.435.3570 817.337.8899 817.431.4971 PROPOSED ZONING: R-1 CITY CASE # PP-02-01-16 WWW.DEOTTE.COM WWW.JPHLANDSURVEYING.COM FEBRUARY 2016 SHEET � OF � N MATCHLINE - SEE SHEET 1 , I __ _- - �1 � � � S�3g�� �2.Sj \ � . /,��- / � \\ �`�`9° ��v/ 3� � � �� �13.16' S89°39'37"E 245A� , i i I� � I � � � � � � � � � � - - � � � � � / ;i � ' � �� 0 50 100 200 , I � � � is.as � r r � � o �,� � �� �9 I �� � � � , _ ����I � � I � � � � � � � �� / ,� � �� 83.4s� ��c��� ��� �,�� 5 __ `� s� Q� �59��z6/ � I � �s.a1� -, _� � �� � � � . � . � � 6� l '�1 � � S � C. o � I �r � ,/ �� I I '� � � �� �� / ���i � � � � � 1.17 a .� 1 �' � ►�� � � I � � ��% � - - , . . � � � � � �, � � � � , o , � � � � �� . _ .�_ -_,_o� � � � �� �� � _ � \ � M° I I � � � �` IN FEET � , ; ,� ��i i -- � � � � \ 1.14 aC. �� �� PROPOS�D I �� � / � ) , �� � ,, =_ � �� � � _ � ,- �! z � � � � � � // ,,,;,�� � , � � � i ��� �� �� � �%/ � � � s.so�� � � 2 � N � � � i � 3 25' SE�V�R_ CJ �j � � � ; � � � 1 INCH = 100 FT � i � �L 12 � � � �� 9 � �� � � o �� � �- � �' � �- i , - / � � � , - -- �� .� T_ _ ��,, N`� / / m ���, � � � ' %Z 3� � /'�� I o o , � I � NI EASEM�NT �! 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D208���6�;,� � _� ��I/ , � _ ,� � � ' � l I , ��,� ��� � �, ?�, ',, ', � � �1� � - � - ' - i � � \ ' � DAY/ll r� „ � ��_�NT NU�� � �� _ � - � � � �LnC'� � - % � „ � r� r�.r.c � � I l ,' ` YrN cNUN �iAN�, _ - , I I _ _ , � / U7'� �'L�ri�K-1 - - - �3-E'�� ; I , � �� i LOr l, �'i_r��,1•; 7\ � c Z�NING: PD-.? ' ' ' , ' �✓ -',DDLE Chr_ i I S, �Lc��� \ \ i I � I v4L OAKS ��DDI�i \ ,__ \ _ - � I / � TRACT 2A03A, A�STFc4c � ' , q LE CRF�I� i ��I'G�G�Cc (.R�E K �- __ _ - �, �� � i / � , �� c c � TAIES � � � I I� � � � � � �� � -!V�. -��l4i�h1�3 � - / I III � / � � / �;� ptE �cR�Eh I � � � \ � I � \ � i � , � wr�uuM H M,=�-kriN �r�n����E�� � � �� � � /� �E��`Ar��, _ E�r�rE_; _ � ;;;�rN . ������ o� � I '� ��r,�rE, c�.,�. r.�r. �, � _ - - - -- - � -- - � � � � voc. i � ���?,, � �� F�� r _� � - - - . - a �' I �Ns i. N�. 02�276��4r, - � / � � / ' � � , �lIVS j�Nd U2�51�7 �l�� � '�- �r'�� . � _ � �� I ' _'�ll v �- , — — -� / �� l /� ' / l i i , q.�R.�G.T. � _ _ � �I � �� � � �_ '- � � / i �, l�. IC.T i �� �i � DRTC.7� � � � � � � , � - - + / � / i / iF l A � „ �.._. �� I � ,1 — ; - - � ._ r — --- � � � � _ � � � �, �_T,�N7NG: \-� I � — -- �� , , i � ;- / i , - � � � � -�-- R`>� ��_ _ - � � _ - _ _ I . �� � - , , , , � , � _ , , — � �, ��n� „ � Ex zr�NiN�:� � -- — ��N�� R-> \ I� 1 � � ; � ! � � ��� .�� , � - _ � ----- , � � I ■ ' � � -- f ' i � � � � ''� �' � i - � � � �� _- - - - =- PRELIMINARY PLAT OF LEGEND r�� �sr� r�s o� �u�.r� �o ��ow ��������� - - BOUNDARY LINE /�r��P�� �F TF�,9�l1, BEING ,*. .*�� 188.28 ACRES - - ROW LINE / STREET LOT LINE �*:' � '•*1 SITUATED IN THE �..........................:...� �oT LINE � CLAYT�N T, REDINGER � CHARLES M. THROOP SURVEY ABSTRACT NO. 1510 - - - - - - - PROPOSED EASEMENT rl',�o�. 9 C49�� ...��r�' TOWN OF WESTLAKE, TARRANT COU NTY, TEXAS 1 <`' .EN..•. .���„r PROPOSED BUILDING SETBACK l�\��`"``.`.�'� 92 RESIDENTIAL LOTS - 10 OPEN SPACE LOTS PHASE LINE RESIDENTIAL: BLOCK 1 , LOTS 1-2, 4-13; BLOCK 2, LOTS 1-8; � � CITY/TOWN LIMIT LINE (� BLOCK 3, LOTS 1-26; BLOCK 4, LOTS 1-4, 6-13, 15-17; ,> ExisTiNG coN-rouR MAJOR BLOCK 5, LOTS 2-4, 6-9; BLOCK 6, LOTS 1-13; BLOCK 7, LOTS 2-12; EXISTING CONTOUR MINOR 2�� 8�� 6 OPEN SPACE: BLOCK 1 , LOT 3X; BLOCK 2, LOT 9X; � ROW DEDICATION BLOCK 3, LOT 27X; BLOCK 4, LOTS 5X & 14X; BLOCK 5, LOTS 1 X, 5X & 10X; BLOCK 7, LOTS 1 X & 13X PRIVATE STREET: BLOCK 8, LOT 1X EXISTING EASEMENT PARK DEDICATION: BLOCK 3, LOT 28X LAND USE DESIGNATION: SINGLE FAMILY RESIDENTIAL EXISTING EASEMENT TO BE ABANDONED EXISTING ZONING: R-1 � PROPOSED ZONING: R-1 CITY CASE # PP-02-01-16 OCTOBER 2015 SHEET 3 OF 7 Curve Table Curve Table Curve Table Curve Table Curve Table Curve # Length Radius Delta CD BEARING CD LENGTH Curve # Length Radius Delta CD BEARING CD LENGTH Curve # Length Radius Delta CD BEARING CD LENGTH Curve # Length Radius Delta CD BEARING CD LENGTH Curve # Length Radius Delta CD BEARING CD LENGTH C1 14.22' 1782.50' 0°27'26" N12°09'51"E 14.22' C21 213.47' 750.00' 16°18'27" S18°32'04"W 212.75' C41 151.56' 1000.00' 8°41'02" N10°41'56"E 151.42' C64 47.02' 102.50' 26°17'01" N75°40'07"E 46.61' C85 152.89' 533.28' 16°25'35" S09°40'38"E 152.36' C2 818.51' 4905.00' 9°33'40" N07°36'49"E 817.56' C22 116.53' 300.00' 22°15'21" N74°07'45"W 115.80' C42 151.56' 1000.00' 8°41'02" N10°41'56"E 151.42' C65 99.73' 75.00' 76°11'16" N50°42'59"E 92.54' C87 16.79' 533.28' 1°48'14" S00°33'44"E 16.79' C3 912.86' 4905.00' 10°39'48" NO3°18'58"W 911.54' C23 101.27' 250.00' 23°12'35" S86°33'50"E 100.58' C43 231.39' 500.00' 26°30'54" N01°47'00"E 229.33' C67 37.30' 95.50' 22°22'46" N63°46'09"W 37.07' C88 315.24' 200.00' 90°18'33" S44°48'53"E 283.60' C4 109.41' 3895.00' 1°36'34" N07°50'34"W 109.41' C24 414.16' 600.00' 39°32'59" N85°15'58"E 405.99' C44 70.76' 250.00' 16°13'01" NO3°21'56"W 70.52' C68 111.58' 67.50' 94°42'50" S80°03'49"W 99.30' C89 81.48' 533.28' 8°45'15" S41°58'59"E 81.40' C5 109.41' 3895.00' 1°36'34" N07°50'34"W 109.41' C25 284.26' 300.00' 54°17'24" N38°20'46"E 273.75' C45 226.81' 250.00' 51°58'55" N30°44'02"E 219.11' C69 24.27' 44.50' 31°15'11" S48°19'59"W 23.97' C90 189.66' 550.86' 19°43'35" S56°13'24"E 188.72' C6 183.39' 541.28' 19°24'46" S27°53'49"E 182.52' C26 70.25' 350.00' 11°29'58" N83°52'27"E 70.13' C46 209.64' 1500.00' 8°00'28" N52°43'15"E 209.47' C70 70.86' 95.50' 42°30'51" S83°47'02"W 69.25' C91 227.23' 200.00' 65°05'50" S33°32'16"E 215.21' C7 105.10' 229.60' 26°13'43" N76°30'49"W 104.19' C27 509.75' 500.00' 58°24'48" S72°40'07"E 487.96' C47 113.98' 250.00' 26°07'17" N61°46'40"E 112.99' C71 79.49' 67.50' 67°28'16" N83°44'16"W 74.97' C92 66.90' 200.00' 19°09'58" S08°35'38"W 66.59' C8 95.32' 1165.14' 4°41'14" S84°32'20"E 95.29' C28 509.75' 500.00' 58°24'48" S72°40'07"E 487.96' C48 78.23' 250.00' 17°55'46" N83°48'11"E 77.91' C72 24.49' 44.50' 31°32'13" N65°46'14"W 24.19' C93 49.26' 200.00' 14°06'38" S25°13'56"W 49.13' C9 29.57' 1153.14' 1°28'10" S81°27'38"E 29.57' C29 203.31' 250.00' 46°35'45" S66°45'36"E 197.76' C49 112.35' 750.00' 8°34'59" N00°55'24"E 112.25' C73 112.91' 10921.74' 0°35'32" N08°34'50"W 112.90' C94 163.60' 290.00' 32°19'20" S16°07'35"W 161.44' C10 40.66' 300.00' 7°45'57" S86°05'11"E 40.63' C30 260.28' 250.00' 59°39'06" N60°06'59"E 248.68' C50 106.13' 250.00' 24°19'23" N06°56'49"W 105.33' C74 112.91' 10921.74' 0°35'32" N08°34'50"W 112.90' C95 143.88' 200.00' 41°13'11" S21°35'57"E 140.80' C11 432.20' 300.00' 82°32'36" S40°55'55"E 395.78' C31 73.92' 1250.00' 3°23'18" N28°35'47"E 73.91' C51 125.31' 250.00' 28°43'10" N33°28'05"W 124.00' C75 252.64' 4905.46' 2°57'03" N06°45'03"W 252.61' C96 7.84' 75.00' 5°59'31" NO2°35'42"E 7.84' C12 83.40' 600.00' 7°57'52" S83°36'06"E 83.34' C32 166.81' 1250.00' 7°38'45" N23°04'46"E 166.68' C52 113.93' 750.00' 8°42'13" N52°10'46"W 113.82' C76 358.20' 4904.67' 4°11'04" NO3°11'00"W 358.12' C97 60.94' 75.00' 46°33'26" N23°40'46"W 59.28' C13 85.80' 600.00' 8°11'35" S75°31'22"E 85.72' C33 272.84' 1000.00' 15°37'56" N27°04'21"E 271.99' C53 396.87' 450.00' 50°31'50" N31°15'58"W 384.13' C77 258.19' 4904.55' 3°00'58" N00°30'27"E 258.16' C98 195.78' 482.50' 23°14'56" S00°09'02"W 194.44' C14 301.92' 250.00' 69°11'38" S36°49'46"E 283.90' C34 188.55' 1000.00' 10°48'11" N40°17'25"E 188.27' C54 90.21' 450.00' 11°29'11" N00°15'27"W 90.06' C78 295.72' 4905.00' 3°27'16" N04°33'37"E 295.68' C99 48.20' 267.50' 10°19'26" S06°18'43"E 48.14' C15 78.98' 350.00' 12°55'45" S08°41'49"E 78.81' C35 241.44' 550.00' 25°09'08" N33°06'56"E 239.51' C55 111.01' 350.00' 18°10'19" N80°56'41"E 110.54' C79 218.92' 4905.00' 2°33'26" N07°33'58"E 218.90' C100 123.33' 317.50' 22°15'21" S74°07'45"E 122.56' C16 114.05' 250.00' 26°08'15" N24°25'07"W 113.06' C36 123.57' 400.00' 17°42'01" S63°57'41"E 123.08' C56 59.97' 250.00' 13°44'42" N78°43'52"E 59.83' C80 220.56' 4905.00' 2°34'35" N10°07'59"E 220.54' C101 112.07' 54.50' 117°48'57" S64°50'09"E 93.34' C17 133.96' 250.00' 30°42'04" N26°42'02"W 132.36' C37 229.18' 400.00' 32°49'37" S79°30'41"E 226.05' C60 99.86' 75.00' 76°17'12" N67°06'12"W 92.64' C81 220.56' 4905.00' 2°34'35" N10°07'59"E 220.54' C102 88.54' 54.50' 93°04'47" S40°36'43"W 79.12' C18 192.34' 350.00' 31°29'12" S68°15'21"W 189.93' C38 153.92' 500.00' 17°38'17" N36°22'22"E 153.31' C61 74.37' 102.50' 41°34'24" N84°27'36"W 72.75' C82 83.31' 4905.00' 0°58'23" N11°54'28"E 83.30' C103 86.17' 54.50' 90°35'23" N47°33'12"W 77.47' C19 298.60' 350.00' 48°52'51" S28°04'19"W 289.62' C39 569.87' 300.00' 108°50'15" N26°51'54"W 487.98' C62 26.30' 102.50' 14°42'07" N56°19'21"W 26.23' C83 48.79' 1165.14' 2°23'58" S83°23'42"E 48.79' C104 109.73' 282.50' 22°15'21" N74°07'45"W 109.05' C20 117.79' 1000.00' 6°44'57" S07°00'22"W 117.73' C40 305.92' 200.00' 87°38'27" N37°27'48"W 276.96' C63 26.41' 125.00' 12°06'24" N68°34'48"E 26.36' C84 46.52' 1165.14' 2°17'16" S85°44'19"E 46.52' C105 144.80' 267.50' 31°00'50" S26°08'34"W 143.03' Curve Table Curve Table Curve Table Curve Table Curve Table Curve # Length Radius Delta CD BEARING CD LENGTH Curve # Length Radius Delta CD BEARING CD LENGTH Curve # Length Radius Delta CD BEARING CD LENGTH Curve # Length Radius Delta CD BEARING CD LENGTH Curve # Length Radius Delta CD BEARING CD LENGTH C106 70.38' 267.50' 15°04'30" S49°11'14"W 70.18' C126 139.63' 54.50' 146°47'41" N29°07'14"W 104.46' C147 142.43' 432.50' 18°52'06" S47°05'50"E 141.79' C167 171.26' 282.50' 34°44'03" N48°07'27"E 168.65' C187 209.03' 1232.50' 9°43'02" N25°25'55"E 208.78' C107 131.76' 1482.50' 5°05'32" S54°10'43"W 131.72' C127 103.39' 54.50' 108°41'31" S81°22'38"E 88.57' C148 116.59' 767.50' 8°42'13" S52°10'46"E 116.48' C168 96.42' 282.50' 19°33'21" N20°58'45"E 95.95' C188 28.32' 1232.50' 1°19'00" N19°54'53"E 28.32' C108 75.44' 1482.50' 2°54'56" S50°10'29"W 75.43' C128 43.73' 54.50' 45°58'10" SO4°02'48"E 42.56' C149 69.33' 267.50' 14°50'56" S40°24'12"E 69.13' C169 99.29' 54.50' 104°23'09" N63°23'39"E 86.12' C189 21.82' 1017.50' 1°13'42" N19°52'14"E 21.81' C109 94.44' 267.50' 20°13'42" S58°49'53"W 93.95' C129 122.43' 267.50' 26°13'27" S24°27'43"E 121.37' C150 35.60' 54.50' 37°25'25" S75°59'55"E 34.97' C170 74.48' 54.50' 78°18'12" S25°15'41"E 68.82' C190 190.01' 1017.50' 10°41'59" N25°50'05"E 189.74' C110 82.93' 367.50' 12°55'45" S08°41'49"E 82.75' C130 106.06' 232.50' 26°08'15" S24°25'07"E 105.15' C151 108.23' 54.50' 113°46'50" S00°23'48"E 91.30' C171 83.05' 54.50' 87°18'39" S57°32'44"W 75.24' C191 194.00' 1017.50' 10°55'27" N36°38'48"E 193.71' C111 280.78' 232.50' 69°11'38" S36°49'46"E 264.03' C131 174.45' 367.50' 27°11'54" N70°24'00"E 172.82' C152 48.80' 270.02' 10°21'17" S00°00'42"E 48.73' C172 135.44' 317.50' 24°26'30" S35°06'38"W 134.42' C192 63.63' 1017.50' 3°34'58" N43°54'01"E 63.62' C112 211.83' 767.50' 15°48'50" N18°46'53"E 211.16' C132 66.22' 467.50' 8°06'56" N01°25'41"E 66.16' C153 7.46' 732.50' 0°35'00" SO4°55'23"W 7.46' C173 100.63' 317.50' 18°09'35" S56°24'41"W 100.21' C193 10.60' 532.50' 1°08'27" N45°07'17"E 10.60' C113 120.55' 54.50' 126°43'46" N29°18'37"E 97.43' C133 81.23' 492.50' 9°27'01" N00°45'38"E 81.14' C154 102.27' 732.50' 7°59'58" S00°37'53"W 102.19' C174 75.15' 617.50' 6°58'21" S68°58'39"W 75.10' C194 223.16' 532.50' 24°00'41" N32°32'42"E 221.53' C114 93.02' 54.50' 97°47'25" S38°25'47"E 82.13' C135 47.26' 50.00' 54°09'04" N21°29'04"W 45.52' C155 54.29' 54.50' 57°04'25" S22°33'51"E 52.07' C175 160.65' 617.50' 14°54'21" S79°55'00"W 160.19' C195 79.02' 54.50' 83°04'23" N27°55'27"W 72.28' C115 73.21' 54.50' 76°57'56" S48°56'54"W 67.83' C136 95.85' 50.00' 109°49'53" N60°30'24"E 81.83' C156 28.41' 54.50' 29°52'12" S20°54'27"W 28.09' C176 190.45' 617.50' 17°40'16" N83°47'41"W 189.70' C196 158.00' 54.50' 166°06'33" S83°19'59"E 108.20' C116 201.87' 732.50' 15°47'25" S18°47'35"W 201.23' C137 21.22' 332.50' 3°39'22" N88°12'10"E 21.21' C157 97.72' 54.50' 102°44'16" S87°12'41"W 85.15' C177 148.91' 982.50' 8°41'02" S10°41'56"W 148.77' C197 19.80' 54.50' 20°49'05" S10°07'50"W 19.69' C117 53.47' 582.50' 5°15'33" S84°57'15"E 53.45' C138 84.24' 332.50' 14°30'57" N79°07'00"E 84.01' C158 72.76' 232.50' 17°55'46" S83°48'11"W 72.46' C178 148.91' 982.50' 8°41'02" S10°41'56"W 148.77' C198 156.83' 567.50' 15°50'02" S28°27'23"W 156.33' C118 56.55' 500.00' 6°28'47" N89°10'34"E 56.52' C139 65.65' 267.77' 14°02'50" N78°53'09"E 65.48' C159 106.00' 232.50' 26°07'17" S61°46'40"W 105.08' C179 279.16' 182.50' 87°38'27" S37°27'48"E 252.73' C199 92.30' 567.50' 9°19'07" S41°01'57"W 92.20' C119 104.02' 1000.00' 5°57'36" S84°05'03"E 103.98' C140 35.82' 54.50' 37°39'24" N74°05'29"E 35.18' C160 125.35' 1517.50' 4°43'58" S51°05'01"W 125.32' C180 160.62' 317.50' 28°59'06" S66°47'29"E 158.91' C200 157.75' 982.50' 9°11'57" S41°05'32"W 157.58' C120 52.73' 617.50' 4°53'35" S84°37'04"E 52.72' C141 83.15' 54.50' 87°25'12" S43°22'13"E 75.32' C161 86.74' 1517.50' 3°16'30" S55°05'15"W 86.73' C181 182.00' 317.50' 32°50'37" S35°52'38"E 179.52' C201 118.17' 382.50' 17°42'01" S63°57'41"E 117.70' C121 115.73' 982.50' 6°44'57" N07°00'22"E 115.67' C142 79.92' 54.50' 84°00'53" S42°20'50"W 72.95' C162 261.15' 232.50' 64°21'21" S24°32'49"W 247.64' C182 247.34' 317.50' 44°38'07" S02°51'44"W 241.14' C202 77.76' 54.50' 81°44'55" N87°19'13"E 71.33' C122 175.66' 367.50' 27°23'10" N17°19'29"E 173.99' C143 82.90' 54.50' 87°09'21" N52°04'03"W 75.14' C163 15.59' 232.50' 3°50'35" S09°33'09"E 15.59' C183 13.15' 317.50' 2°22'26" S26°22'01"W 13.15' C203 70.46' 54.50' 74°04'24" S14°46'08"E 65.65' C123 110.36' 367.50' 17°12'22" N39°37'15"E 109.95' C144 38.75' 232.50' 9°33'01" S76°38'02"W 38.71' C164 211.98' 517.50' 23°28'12" S00°15'39"W 210.50' C184 159.31' 517.50' 17°38'17" S36°22'22"W 158.68' C204 79.42' 54.50' 83°29'49" S64°00'59"W 72.58' C124 122.03' 267.50' 26°08'15" N24°25'07"W 120.97' C145 116.56' 367.50' 18°10'19" S80°56'41"W 116.07' C165 237.63' 582.50' 23°22'27" S86°38'46"E 235.99' C185 189.08' 232.50' 46°35'45" S66°45'36"E 183.91' C205 59.13' 54.50' 62°09'59" N43°09'07"W 56.27' C125 103.84' 232.50' 25°35'22" N24°08'40"W 102.98' C146 325.71' 432.50' 43°08'55" S16°05'19"E 318.07' C166 164.45' 582.50' 16°10'32" N73°34'45"E 163.91' C186 242.06' 232.50' 59°39'06" N60°06'59"E 231.27' C206 128.98' 417.50' 17°42'01" N63°57'41"W 128.47' Curve Table Curve Table Curve Table Line Table Line Table Line Table Curve # Length Radius Delta CD BEARING CD LENGTH Curve # Length Radius Delta CD BEARING CD LENGTH Curve # Length Radius Delta CD BEARING CD LENGTH Line # Length Direction Line # Length Direction Line # Length Direction C207 240.56' 982.50' 14°01'43" S26°16'15"W 239.96' C227 189.27' 517.50' 20°57'18" S58°19'51"E 188.21' C248 56.19' 267.50' 12°02'11" S86°44'59"W 56.09' L1 117.44' N87°35'02"W L21 591.26' N87°18'53"E L41 37.00' S78°47'56"E C208 141.64' 1267.50' 6°24'10" S22°27'28"W 141.57' C228 148.53' 482.50' 17°38'17" N36°22'22"E 147.95' C249 75.03' 332.50' 12°55'45" N08°41'49"W 74.87' L2 70.00' NO2°24'58"E L22 100.77' N82°56'01"E L42 47.02' N28°20'23"E C209 220.31' 382.52' 33°00'00" S79°25'28"E 217.28' C229 28.87' 282.50' 5°51'18" N24°37'34"E 28.86' C250 104.54' 267.50' 22°23'30" N13°25'42"W 103.88' L3 117.45' S87°35'02"E L23 100.00' N89°58'31"W L43 51.81' S52°45'33"E C210 81.86' 54.50' 86°03'27" N66°21'40"E 74.38' C230 497.08' 282.50' 100°49'00" N28°42'35"W 435.39' C251 137.04' 267.50' 29°21'07" N39°18'00"W 135.54' L4 51.76' N53°36'20"W L24 103.53' N88°11'47"E L44 35.55' S02°13'57"E C211 61.78' 54.50' 64°57'06" S38°08'03"E 58.53' C231 10.68' 282.50' 2°09'57" N80°12'04"W 10.68' C252 81.47' 267.50' 17°27'01" N62°42'04"W 81.16' L5 34.54' S81°26'33"W L25 12.00' S07°48'17"W L45 29.86' N76°16'09"W C212 69.35' 54.50' 72°54'37" S30°47'49"W 64.77' C232 23.52' 217.50' 6°11'50" N78°11'07"W 23.51' C253 60.80' 617.50' 5°38'28" N74°14'49"W 60.77' L6 63.01' N08°10'07"W L26 55.84' S80°43'33"E L46 17.19' N15°02'28"E C213 73.78' 54.50' 77°33'57" N73°57'54"W 68.27' C233 163.54' 217.50' 43°04'51" N53°32'47"W 159.71' C254 119.86' 1017.50' 6°44'57" N07°00'22"E 119.79' L7 34.47' N81°26'33"E L27 67.85' S43°27'43"E L47 17.19' N15°02'28"E P R E L I M I NARY P LAT C214 85.94' 417.50' 11°47'38" S89°58'20"W 85.79' C234 145.63' 217.50' 38°21'47" N12°49'28"W 142.92' C255 283.67' 332.50' 48°52'51" N28°04'19"E 275.14' L8 51.05' N36°23'40"E L28 37.00' N69°27'38"W L48 27.08' S49°45'36"W OF C215 152.70' 417.50' 20°57'22" N73°39'10"W 151.85' C235 154.22' 1017.50' 8°41'02" N 10°41'56"E 154.07' C261 466.70' 500.00' 53°28'50" S53°01'44"E 449.95' L9 93.38' N08°38'52"W L29 36.88' S55°06'40"E L49 45.77' N85°28'43"W -r�� �s r� r�s o� �u�.r� �o ��o w C216 47.63' 1267.50' 2°09'12" S29°12'50"W 47.63' C236 154.22' 1017.50' 8°41'02" N10°41'56"E 154.07' L10 23.44' N52°02'17"W L30 28.54' S63°05'52"E L50 19.77' S02°03'48"W r P�p"`F��ll BEING C217 138.81' 267.50' 29°43'55" S45°09'23"W 137.26' C237 182.72' 332.50' 31°29'12" N68°15'21"E 180.43' L11 72.27' S89°37'26"W L31 29.16' N45°11'30"E L51 30.16' N16°48'35"E //r*s�' 9`�*��, I 00.28 ACRES , � o � „ o , ,� , , � o , „ o , ,� , � o � �� � o � ,� � a � �� /*: � '.*1 C218 139.69 267.50 29 5511 S74 58 56 W 138.11 C238 176.07 467.50 21 34 43 S20 09 39 E 175.03 L 12 68.79 N05 47 21 W L32 36.69 N 11 28 27 W L52 46.31 N 70 32 41 E �•••'•�•••�•••••••�•••••••••••••� S ITUATED I N TH E � CLAYT�N T. REDINGER / CHARLES M. THROOP SURVEY ABSTRACT NO. 1510 C219 217.54' 267.50' 46°35'45" N66°45'36"W 211.60' C239 153.22' 467.50' 18°46'41" S40°20'21"E 152.53' L13 78.76' N89°37'26"E L33 8.24' N70°53'30"E L53 26.19' N70°32'41"E �1 �'• 97497 �� � TOWN OF WESTLAKE TARRANT COUNTY TEXAS C220 376.35' 482.50' 44°41'28" N65°48'27"W 366.89' C240 55.51' 467.50' 6°48'11" S53°07'47"E 55.48' L14 120.34' N00°22'33"W L34 47.14' N85°36'13"E L54 32.75' N21°39'08"E 11����`'' �ICENSE.�•'���rr// ' ' ll Fss•.......�N�,r C221 5.07' 250.00 1 09 44 N88 44 03'W 5.07' C241 42.61' 732.50 3 19 58 S54 51 54 E 42.60 L15 148.76 N00 03 40 W L35 23.71 SO4 23 47 E L55 28.63 N21 39 08 E l�\\������'�� � a � �� a � � � o � �� o � �� � � o � �� � o � �� � a � „ 92 RESIDENTIAL LOTS - 10 OPEN SPACE LOTS C222 116.37' 250.00' 26°40'09" S77°21'00"W 115.32' C242 68.66' 732.50' 5°22'15" S50°30'47"E 68.64' L16 3.95' N00°27'13"W L36 40.79' N42°03'04"W L56 40.98' S25°03'52"E /� RESIDENTIAL: BLOCK � , LOTS �-2, 4-13; BLOCK 2, LOTS �-$; C223 111.74' 250.00' 25°36'30" S76°49'11"W 110.81' C243 52.31' 232.50' 12°53'27" S41°22'56"E 52.20' L17 166.57' S37°46'13"E L37 51.80' S10°22'50"W L57 25.00' S84°24'33"E (../ / BLOCK 3, LOTS 1-26; BLOCK 4, LOTS �-4, 6-13, 15-17; BLOCK 5, LOTS 2-4, 6-9; BLOCK 6, LOTS 1-13; C224 72.09' 500.00' 8°15'41" N85°29'35"E 72.03' C244 162.93' 232.50' 40°09'06" S14°51'40"E 159.62' L18 66.72' N52°34'23"E L38 21.15' S10°22'50"W BLOCK 7, LOTS 2-12; C225 48.20' 517.50' 5°20'12" N84°01'51"E 48.18' C245 162.93' 232.50' 40°09'06" S14°51'40"E 159.62' L19 72.86' S52°34'23"W L39 35.20' N85°15'25"W 2�� g�� 6 OPEN SPACE: BLOCK � , LOT 3X; BLOCK 2, LOT 9X; C226 221.22' 517.50' 24°29'34" S81°03'16"E 219.54' C247 114.97' 767.50' 8°34'59" S00°55'24"W 114.86' L20 99.48' S15°54'43"E L40 42.37' S74°57'32"E BLOCK 3, LOT 27X; BLOCK 4, LOTS 5X & 14X; BLOCK 5, LOTS 1 X, 5X & 10X; BLOCK 7, LOTS 1 X & 13X PRIVATE STREET: BLOCK 8, LOT 1X PARK DEDICATION: BLOCK 3, LOT 28X LAND USE DESIGNATION: SINGLE FAMILY RESIDENTIAL EXISTING ZONING: R-1 PROPOSED ZONING: R-1 CITY CASE # PP-02-01-16 OCTOBER 2015 SHEET 4 OF 7 .?'��.�+w.,,�'S. # � � h��^ '.- . { � °�k �°'� estlake Town Council �� }� �''��-..,,�,�-"r� TYPE OF ACTiON Regular Meeting - Action Item Westlake Town Council Meeting Monday, March 28, 2016 ToP[c: Consideration of a Resolution Authorizing the Town Manager to Execute a Representation Agreement with Cushman & Wakefield for ldentifying Suitable Relocation Office Space, Analyzing Lease and Purchase Options, as well as Negotiating Terms for Office Space within Solana in Westlake. STAFF CONTACT: Tom Brymer, Town Manager Strategic Alignment Vision, Value, Mission Perspective Strategic Theme & Results Outcome Obiective Mission: Westlake is a unique community blending preservation of our natural Exemplary Service&Governance environment and -We set the standard by delivering viewscapes,while serving Municipal& unparalleled municipal and Maximize Efficiencies our residents and businesess Academic Operations educational services at the lowest &Effectiveness with superior municipal and academic services that are cost. accessible, efficient,cost- cffcctivc, &transparcnt. Strategic Initiative Outside the Scope of Identified Strategic Initiatives Time Line- Start Date: March 28, 2016 Completion Date: 60-90 days estimated Funding Amount: TBD Status - � N/A Source- Multiple Sources - see comments below EXECUTIVE SUMMARY (INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) Staff has identified to Council in our capital improvement planning process, the need for additional space (and parking for the Town offices). The Town Staff has been in its current office space for approximately 15 years and has clearly outgrown the approximate 14,000 square feet of office space now under lease by the Town in Solana. While constructing an office building (i.e. Town offices) on the Town's donated Entrada site under some form of financing may be a viable option for the Town, it is not one that can happen quickly as it will be 24-36 months before infrastructure is available to the site. Council has requested an analysis comparing building and owning office space versus leasing office space. Additionally, even if constructing a building was the best option (to be determined), the time necessary for construction makes at least a short term lease for additional office space a viable option for dealing with our current constraints. The municipal consulting firm of Petty & Associates was retained by the Town to assist in this effort. Town Staff has identified a need for approximately 20,000 sq. ft. of space to accommodate existing staff, facilitate a greater level of customer service, streamline our internal processes, and provide for future growth. The Town is currently leasing approximately 14,000 sq. ft. of office space in Building#4 in the Solana office park on a month to month basis. The space is used for municipal and school administrative offices, Westlake Municipal Court, and the Westlake Town Council Chambers. Future office space might also include the Town's Histarical Museum function which is operated by the Town Council appointed volunteer Historic Preservation Society which recently had to vacate their donated Solana space. For these reasons, the Town has requested proposals from qualified, real estate professionals to assist in identifying suitable relocation office space, analyzing lease and purchase options, as well as negotiating terms for office space within Solana in Westlake. It is the intent of this Request for Proposals (RFP) to have the successful provider enter into a professional services contract with the Town to perform the services outlined in the RFP. The Town will review options presented by the real estate professional in this engagement, but is under no obligation and makes no guarantees that a lease will be executed. RECOMMENDATION Two (2)responses to the RFP were received, both with identical commission based fee structures. Staff recommends entering into a professional services agreement with Cushman & Wakefield for this engagement. This firm is the former leasing agent for the Solana complex and has strong familiarity with the area. Funding for the proposed scope of professional services would be paid to Cushman & Wakefield by the seller or landlord and calculated into the Town's monthly lease payment if the Town executes a lease. This agreement will provide analytic comparison services between leasing vs owning and would not require any commission if the Town chose to build on property it already owns (the tract designated for such within Entrada). ATTACHMENTS 1. Request for Proposals identifying suitable relocation office space, analyzing lease and purchase options, as well as negotiating terms for office space within Solana in Westlake. 2. Letter dated March 11, 2016 from Petty&Associates with recommendation to retain Cushman & Wakefield for this engagement. 3. Summary of proposals received. 4. Representation agreement between the Town of Westlake and Cushman & Wakefield. 5. Resolution authorizing the Town Manager to execute a representation agreement with Cushman & Wakefield for the services described above. Town of Westlake, Texas REQUEST FOR PROPOSALS PROFESSIONAL REAL ESTATE SITE LOCATION SERVICES Overview The Town of Westlake, Texas is requesting proposals from qualified, real estate Professionals to assist the Town of Westlake in identifying suitable relocation space, analyzing lease and purchase options and negotiating terms for office space within Solana in Westlake. It is the intent of this Request for Proposals to have the successful provider to enter into a professional services contract with the Town to perform the services outlined herein. The Town is reviewing options associated with new office space for Town Hall and is under no obligation and makes no guarantees that a lease will be executed. The Town is currently leasing approximately 14,000 sf of office space in Village Circle #3 in Solana on a month to month basis. The space is used for the Westlake Town Hall administrative offices, Westlake Municipal Court and Westlake Town Council Chambers. The Town needs approximately 20,000 sf of space to accommodate existing needs and provide for future growth. Scope of Work The selected firm will be responsible for locating appropriate space, analyzing lease options including term, tenant finish out and rate and reporting the results back to the Town. Trent Petty of Petty & Associates, Inc. is a long time consultant to the Town on various projects and will be assisting Town Manager, Tom Brymer as directed in analyzing and coordinating information and options. Options that should be analyzed include: 1) A traditional triple net lease of approximately 20,000 sf within Solana 2) A purchase of available space that would meet the Town's foreseeable future needs 3) A financial comparison of options 1) and 2) or other pertinent options. The successful respondent shall agree to contract with the Town to provide the following: • Become familiar with the specific space needs of the Town as provided by the Town (no space study is being requested) • Become familiar with available space within Solana • Identifying approximately 20,000 sf of contiguous space for sale or lease that will accommodate administrative offices, Westlake Municipal Court and the Westlake Town Council Chambers. • Exploring and negotiating lease options including rate, term and tenant finish out • Exploring purchase options • Providing the Town with written report of findings and recommendations • Making a presentation to the Westlake Town Council in Executive Session � Following up with Solana as directed by the Town Manager or his designee Schedule January 29, 2016 Following approval of RFP by the Town, P&A will deliver the RFP to interested firms to respond 5 pm, Feb 12, 2016 Deadline to submit completed proposals to: The Town of Westlake, Town Manager's Office 1301 Solana Blvd. Building 4, Ste. 4202 Westlake, Texas 76262 February 19, 2016 Town concludes selection process with recommendation for Town Council action February 22, 2016 Council authorizes Town Manager to enter into contract for recommended firm March 22, 2016 Realtor provides written report of results via email to Tom Brymer at tbrymer@westlake-tx.or� and Trent Petty at trent@pettyassociates.com March 28, 2016 Projected Council authorization to proceed for selected firm Award Criteria Proposals will be evaluated and scored based on the following criteria and points: Commission or Flat Fee Structure: Competitiveness of pricing proposal (40 points) Experience and Qualifications: Demonstrated prior experience with transactions of similar scope and complexity and the effectiveness of the proposed real estate transaction process in a municipal context (40 points) Key Personnel and Resources: Demonstrated competence and experience of firm's personnel responsible for performing work and providing services (20 points) A proposal review team will be assigned to evaluate all responsive proposals received by the Town. The review team will consider the information in the proposals as outlined above. It should be noted that the contract resulting from this RFP will be awarded to the respondent whose proposal is determined to be in the "best interest" of the Town. Therefore, the proposal offering the lowest cost may not necessarily be the proposal that is selected for award. The Town reserves the right to reject any or all proposals, to waive informalities in the process, provided the informalities do not affect the price, quality or performance, and to accept, modify or reject any item or combination of items. The award will be made to the respondent whose proposal, in the opinion of the Town, best takes into consideration all aspects of the respondent's proposal and represents the most beneficial procurement as determined by the Town. The Town reserves the right to contact any respondent, to conduct interviews or request additional information. In the event that the respondent to whom the award is made does not execute a contract within 30 days from the award, the Town may give notice to such respondent of intent to award the contract to the next most qualified respondent, or to call for new proposals. Proposals will be accepted from thoroughly competent, experienced and financially qualified individuals or firms as determined solely by the Town. Respondents are responsible for submission of accurate, adequate and clear descriptions of the information requested. Omissions, vagueness or inaccurate descriptions or responses shall not be interpreted in favor of the respondent and shall be grounds for rejection. This document is not an offer to contract, but is an RFP. Neither the issuance of the RFP, preparation and submission of a response, nor the subsequent receipt and evaluation of any response by the Town, will commit the Town to award a contract to any respondent even if all of the requirements in the RFP are met. The Town may modify these requirements in whole or in part and/or seek additional respondents to submit quotations. Only the execution of a written contract will obligate the Town in accordance with the terms and conditions contained in such contract. Respondents may be required to make a presentation of their qualifications to the proposal review team. Qualification Requirements/Proposal Format The proposal should include the following clearly-labeled sections to coincide with this RFP: • Description of your firm including size of firm, location, number and nature of the professional staff to be assigned to the Town. • Staff experience and training, including a brief resume for each key person listed. Describe experience (minimum five years previous experience with proven effectiveness) the firm or organization has in pertinent real estate experience. • Experience in assisting similar entities, including any and all services for government agencies. • List of at least three (3) references where and when the firm provided similar services. Please provide names and telephone numbers of contact persons for each reference. • Additional services offered through your firm, if any that may be relevant to the scope of the RFP. • The proposed term and fee schedule, including commission rate and any other costs for services. • A completed and signed Exhibit A— Request For Proposal Specifications. • Please provide one (1) original and four (4) copies of the proposal response. • Proposals must be hand delivered in hard copy form to the Town Hall at the address provided above. Town Contact Person If there are any questions concerning this RFP, please contact Trent Petty at Petty & Associates, Inc. Email: trent@pettyassociates.com or telephone: 817 992-7882 Proposal Due Date Proposals must be hand delivered in a sealed envelope to: Town of Westlake Office of the Town Manager 1301 Solana Blvd. Building 4, Ste. 4202 Westlake, Texas 76262 BEFORE Friday, February 12, 2016 at 5:00 pm. Please mark "Town of Westlake Town Hall Location Services Proposal" on the outside of your response package. Liability Requirements Upon award, the successful respondent shall supply and maintain insurance which indemnifies and holds harmless the Town, its officers, employees and agents from and against any and all liability, damage, claims, demands, costs, judgments, fees, attorney's fees or loss arising directly out of acts or omissions here under by the contractor or third party under the direction or control of the contractor. The successful respondent must furnish the Town with Certificates of Insurance prior to Commencement of work. The required coverage shall not be less than the following: Workers Compensation-Statutory Requirements State of Texas Disability-Coverage Statutory Requirements General Liability/ Damage-$2,000,000 combined single limit policy Automobile Liability-$1,000,000 Contractual Liability-Must be stated on C of I Errors and Omissions-$1,000,000 INSURANCE CERTIFICATES SHALL NAME THE TOWN OF HALTOM TOWN AS ADDITIONALLY INSURED PARTY AND SHALL STATE THAT ALL COVERAGE SHALL BE PRIMARY TO ANY COVERAGE HELD BY THE TOWN. Cancellation Any violation of the terms, conditions, requirements and/or non-performance of the agreement resulting from this RFP shall result in immediate cancellation. The agreement may be cancelled by the Town for any other reason(s) upon 30 days written notice. Additional Terms and Conditions The successful respondent must comply with all federal, state and Town of Westlake statues and codes as may be applicable to the scope of work detailed herein. • All respondents must quote their fees in the proposal response clearly labeled "Cost Summary Section." • Proposals and prices must remain valid for three (3) months. • This contract shall be construed under the laws of the State of Texas. All claims, actions, proceedings and lawsuits brought in connection with, arising out of, related to, or seeking enforcement of this contract shall be brought in Tarrant County, Texas. EXHIBIT A REQUEST FOR PROPOSALS SPECIFICATIONS All terms, conditions and requirements as set forth in this Request for Proposals are acceptable as specified therein. Yes No If "NO", please provide a detailed description and/or explanation of any deviation in your proposal from the specification detailed in the Request for Proposal with your proposal response. By submission of this proposal, each respondent and each person signing on behalf of any respondent, and in the case of a joint proposal, each party thereto as to its own organization, under penalty of perjury, certifies to the best of its knowledge and belief: A. The prices in this proposal have been arrived at independently without collusion, consultation, communication or agreement, for the purpose of restricting competition, as to any matter relating to such prices with any other respondent of any competitor; and B. Unless otherwise required by law, the prices which have been quoted in this proposal have not been knowingly disclosed by the respondent prior to the opening, directly or indirectly, to any other respondent or to any competitor; and C. No attempt has been made or will be made by the respondent to induce any other person, partnership or corporation to submit or not to submit a bid for the purpose of restricting competition. The respondent certifies that this proposal is made without any connection with any other person making a proposal for the same purpose, and is in all respects fair and without collusion or fraud, and that no elected official or other officer or employee or person whose salary is payable in whole or in part from the Town of Haltom Town is directly or indirectly interested therein, or in any portion of the profits thereof. As an authorized representative of the identified company, I accept all the terms and conditions identified in Request for Proposal Specifications except as identified. Company Name and Address Name and Title (please print or type) Phone Number Email Signature Date YM Tom Brymer,Town Manager Town of Westlake 1301 Solana Blvd., Bld.4, Ste.4202 Westlake,Texas 76262 March 11, 2016 Dear Tom, You have asked us to prepare can coordinate the Requests for Proposals for professional real estate services associated with analyzing options to accommodate space for Westlake Town Hall. Two proposals were received pursuant to the RFP from Cushman &Wakefield and JLL. The two proposals are essentially equal in terms of services provided and commissions. Both firms propose a 4.5% commission on a lease and both propose a 3% commission on an outright purchase, which in either case would be paid by the Landlord or the Seller respectively. At our request, both firms also proposed additional services related to analyzing the best financial option for the Town between leasing space, purchasing space or building a standalone building. JLL proposed a fee to the Town of $35,000 for these services, while Cushman &Wakefield was slightly more expensive at$39,000. Both firms were extremely receptive to our proposal and provided all they were asked to provide in their responses. Both firms also presented excellent and experienced team members to manage the project. In terms of a recommendation by P&A, we believe either firm will provide the Town excellent service and representation. If we had to choose between one of the other, we lean toward Cushman & Wakefield for two reasons. First, Chris Taylor is the Executive Managing Director of the Cushman team. Chris has immediate past experience with Solana and actually showed us Solana properties while he was representing the Solana project last year. He has a significant amount of detail and knowledge related to the Solana buildings and the Solana team. Secondly, while JLL insists there would be no conflict because of the separation of divisions within the company, we are concerned with the fact that JLL also represents Solana. We believe that even the perception of a conflict would have negative consequences for the Town. We understand that you would like to have contract ready for Council consideration at the March 28, City Council meeting. We will assume that Cushman Wakefield is a satisfactory recommendation based on my discussions with you and ask them to see that a contract for services is ready for the agenda. Obviously should Council decide to opt for JLL, the action item can be worded in such a way as to authorize you to execute an agreement pursuant to City Attorney review. We will continue to offer our assistance in the project as you deem necessary. If you have any questions, please do not hesitate to call. Sincerely, Trent Petty President Real Estate Proposal Comparison for Westlake Town Hall Office Space JLL Cushman Wakefield *Lease Space Commission 4.50% 4.50% *Purchase Commission 3.00% 3.00% **Project and Development Services $39,000 $35,000 (calc by 3% lease comp) (calc by SF) *Paid by Landlord **Paid by the Town in addition to Commission if requested Note JLL will reduce PDS service to$0 only if a 10 year lease is signed REPRESENTATION AGREEMENT REPRESENTATION AGREEMENT Town of Westlake("ClienY')appoints Cassidy Turley Commercial Real Estate Services, Inc. d/b/a Cushman &Wakefield, a Missouri corporation ("C&W")as its sole agent and grants to C&W the exclusive right to represent Client with respect to the acquisition of real property within the town limits of Westlake,Texas as provided below. 1. Term. The term of this agreement will commence on April 1, 2016 and will expire on March 31, 2017, subject to any extension mutually agreed to in writing by both parties. 2. Services. C&W will use its efforts to find, negotiate for and secure a location in the above geographic area satisfactory to Client during the term of this agreement. C&W will negotiate the business terms of any purchase and sale agreement, lease or sublease, as the case may be, on behalf of Client and in ClienYs best interests. C&W will cooperate with other licensed real estate brokers. Client acknowledges and agrees that C&W is not responsible to determine whether toxic or hazardous wastes or substances or other undesirable materials are present at any property that ultimately may be purchased or leased, and Client further acknowledges and agrees that it is solely ClienYs responsibility to conduct investigations to determine the presence of such materials. 3. Referrals. During the term of this agreement, Client will refer to C&W all inquiries and offers received by Client with respect to the acquisition of real property in the above geographic area, regardless of the source of such inquiries or offers. 4. Commission. If, during the term of this Agreement, Client acquires any interest in any � property within the town limits of Westlake for the purposes of a "town hall" or similar use, then C&W shall earn a commission in accordance with the schedule of commission outlined in Exhibit"A"attached hereto (a"Full Commission"). With respect to a transaction as to which commissions are customarily paid by a third party pursuant to local custom, C&W shall use commercially reasonable efforts to have the third party pay any commissions due and payable for such brokerage services, and C&W shall be compensated from such third party. Client agrees to recognize and document C&W as its exclusive real estate broker, agent and representative with respect to ClienYs acquisition of real property as contemplated hereunder, and Client agrees to support C&W's request for payment from any such third party. In the event said third party refuses to pay C&W a Full Commission, then Client shall pay a Full Commission to C&W or pay C&W the difference between a Full Commission and the amount the third party pays or agrees to pay. The timing of payment of any such commission shall be in accordance with Exhibit"A"attached hereto. C&W agrees to promptly notify Client when any third party refuses to pay a Full Commission so that Client can decide if negotiations are to be pursued at that location. With respect to a transaction as to which commissions are not customarily paid by a third party(i.e.,where local custom dictates otherwise), Client shall pay a Full Commissions to C&W. Subsequent to the expiration of this agreement, Client will continue to recognize C&W,for a period of twelve (12) months, as ClienYs exclusive broker, in accordance with the provisions hereof, with respect to any locations that have been submitted to Client during the term of the agreement. 5. Reqresentation of Other Parties. Client acknowledges and agrees that C&W may represent potential sellers, landlords or sublandlords and consents to such dual representation, provided C&W timely discloses any such dual representation to Client. Client also understands that C&W may represent other parties interested in acquiring space or property that may be submitted to Client and Client consents to same. C&W will not disclose Client's confidential information to any of its other clients. 6. Proiect Manaqement Services. It is expressly acknowledged that this Agreement is for C&W's real estate brokerage services only, and C&W's other service lines, including without limitation, assets services, project management, and appraisal, are not a part of the scope of this Agreement. Notwithstanding the foregoing, Client will engage C&W pursuant to a mutually acceptable separate CUSHMAN&WAKEFIELD I REPRESENTATION AGREEMENT agreement,for any and all project management services that may be necessary as a result of the transactions contemplated hereunder. 7. Fees and Expenses. If either party commences litigation against the other party to enforce its rights under this agreement, the prevailing party will be entitled to recover from the other party the costs and expenses (including reasonable attorneys'fees) incurred. 8. Authority. Client represents that it has the right to enter into this agreement and to consummate a transaction as contemplated herein. The individuals signing below represent that they are authorized to sign this agreement on behalf of the entity indicated. 9. Professional Advice. C&W recommends that Client obtain legal, tax or other professional advice relating to this agreement and the proposed purchase, lease or sublease, as the case may be, of real property as well as the condition and/or legality of any property, including, but not limited to, the property's improvements, equipment, soil, tenancies, title, environmental aspects and compliance with the Americans with Disabilities Act. C&W will have no obligation to investigate any such matters unless expressly otherwise agreed to in writing by Client and C&W. Client further agrees that in determining the financial soundness of any prospective seller, landlord or sublandlord, Client will rely solely upon ClienYs own investigation and evaluation, notwithstanding C&W's assistance in gathering any financial information. 10. OFAC. Each party represents and warrants to the other party that it, and all persons and entities owning (directly or indirectly) an ownership interest in it: (a) are not, and will not become, a person or entity with whom a party is restricted from doing business with under regulations of the Office of Foreign Asset Control ("OFAC")of the Department of the Treasury(including, but not limited to, those named on OFAC's Specially Designated and Blocked Persons list) or under any statute, executive order(including, but not limited to, the September 24, 2001, Executive Order 13224 Blocking Property and Prohibiting Transactions with Persons Who Commit, Threaten to Commit, or Support Terrorism), or other governmental action; and (b) are not knowingly engaged in, and will not knowingly engage in, any dealings or transactions or be otherwise associated with such persons or entities described in clause (a) above. 11. Miscellaneous. This agreement shall be governed by and interpreted in accordance with the laws of the State of Texas, without giving effect to principles of conflicts of law. This agreement constitutes the entire agreement between the parties regarding the subject matter herein, and no amendments, changes or modifications may be made to this agreement without the express written consent of each of the parties. If any term or provision of this agreement is held by a court of competent jurisdiction to be invalid, void or unenforceable, the remainder of the terms and provisions of the Agreement shall remain in full force and effect and shall in no way be affected, impaired or invalidated. No failure or delay by a party in exercising any right hereunder or any partial exercise thereof shall operate as a waiver thereof or prohibit any other or further exercise of any right hereunder. This agreement shall benefit and be binding upon the parties and their respective successors and assigns. This agreement may be executed and delivered (including by facsimile, "pdf" or other electronic transmission) in any number of counterparts, each of which shall be deemed an original, but all of which together shall constitute one and the same agreement. 12. Broker Requlatory or Statutory Provisions. AGENCY RELATIONSHIP DISCLOSURE: CLIENT ACKNOWLEDGES THAT C&W MAY REPRESENT POTENTIAL LANDLORDS, SUBLANDLORDS, OR SELLERS, AS THE CASE MAY BE, AND CLIENT HEREBY CONSENTS TO SUCH INTERMEDIARY REPRESENTATION. As a real estate broker who acts as an intermediary in a transaction, C&W (i)shall treat all parties honestly; (ii) may not disclose that the landlord, sublandlord or seller, as the case may be, will accept a price less than the asking price unless authorized in writing to do so by the landlord, sublandlord or seller, as the case may be; (iii) may not disclose that the tenant, subtenant or purchaser, as the case may be, will pay a price greater CUSHMAN&WAKEFIELD 2 REPRESENTATION AGREEMENT than the price submitted unless authorized in writing to do so by the tenant, subtenant or purchaser, as the case may be; and (iv) may not disclose any confidential information or any information that a party specifically instructs C&W in writing not to disclose unless authorized in writing to disclose the information or required to do so by the Texas Real Estate License Act or by a court order or if the information materially relates to the condition of the real property. TOWN OF WESTLAKE CASSIDY TURLEY COMMERCIAL REAL ESTATE SERVICES,INC.D/B/A CUSHMAN& WAKEFIELD,A MISSOURI CORPORATION By: By: Name: Name: Title: Title: Date: Date: CUSHMAN&WAKEFIELD 3 REPRESENTATION AGREEMENT EXHIBIT A FEE SCHEDULE TRANSACTION MANAGEMENT/BROKERAGE LEASE Four and one-half percent(4.5%)commission. This commission shall be based on the gross rent payable by the tenant over the term of the lease. By way of example: Rate Schedule-Sample Calculation 20,000 RSF x$25.00/RSF/Yr x 7 Yrs =$3,500,000 $3,500,000 x 4.5% _ $157,500 Sample fee to be collected by C&W Commissions on lease or sublease transactions (including renewals, extensions and expansions)shall be payable fifty percent(50%) upon on the execution and delivery of the applicable lease, sublease or amendment and fifty percent(50%) upon commencement of the lease or sublease term. PURCHASE Three percent(3%)of the total gross purchase price, which shall include any mortgages, loans or other obligations of seller which may be assumed by purchaser or which purchaser takes title"subject to," and any purchase money loans or mortgages taken back by seller. By way of example: 20,000 SF x$200/SF = $4,000,000 purchase price 3%x$4,000,000 = $120,000 Sample fee to be collected by C&W Commissions on sales transactions shall be payable in full upon the earlier of either closing of title or escrow or, in the case of an installment sale, upon execution and delivery of the instaliment sale contract. BUILD TO SUIT/DEVELOPED BUILDING The fee shall be based on an inputted rental rate using a yield on cost formula (using 9%) based on the total project costs to construct the building and a 7 year lease term. By way of example: 20,000 SF x$350/SF = $7,000,000 total project costs $350/SF x 9% _$31.50 NNN Base Rate $31.50 Base Rent+ $7.00/SF Operating Expense Assumption = $38.50/SF Gross Rental Rate 20,000 SF x$38.50/SF x 7 years = $5,390,000 Gross Consideration 4.5%x$5,390,000 = $242,550 Sample fee to be collected by C&W CUSHMAN&WAKEFIELD 4 TOWN OF WESTLAKE RESOLUTION 16-12 A RESOLUTION BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS, AUTHORIZING THE TOWN MANAGER TO EXECUTE A REPRESENTATION AGREEMENT FOR IDENTIFYING SUITABLE RELOCATION OFFICE SPACE, ANALYZING LEASE AND PURCHASE OPTIONS, AS WELL AS NEGOTIATING TERMS FOR TOWN OFFICE SPACE WITHIN SOLANA IN WESTLAKE. WHEREAS, the Town of Westlake is experiencing planned growth through the attraction of economic development projects such as Fidelity Investments and Deloitte University, as well as residential developments such as Vaquero, Glenwyck Farms, Terra Bella, Granada, and Entrada which are consistent with the Town's Comprehensive Plan, as well as enrollment growth at Westlake Academy, all of which contribute to demand for improvements to Westlake's infrastructure and public buildings, and WHEREAS, the Town of Westlake (Town) has identified its office space needs and requested proposals from qualified, real estate professionals to assist the Town in identifying suitable relocation office space, analyzing lease and purchase options, as well as negotiating terms for Town office space within Solana in Westlake. WHEREAS, the Town has analyzed these proposals and desires to enter into a professional services agreement for these services. WHEREAS, the Town Council finds that the passage of this Resolution is in the best interest of the citizens of Westlake. NOW, THEREFORE, BE IT RESOLVED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS: SECTION 1: THAT, all matters stated in the Recitals hereinabove are found to be true and correct and are incorporated herein by reference as if copied in their entirety. SECTION 2: THAT, the Town Council of the Town of Westlake, Texas, hereby approves a Representation Agreement with Cushman & Wakefield attached to this resolution as Exhibit A. SECTION 3: THAT, the Town Council of the Town of Westlake further authorizes the Town Manager to execute said professional services agreement on behalf of the Town of Westlake. SECTION 4: If any portion of this Resolution shall, for any reason, be declared invalid by any court of competent jurisdiction, such invalidity shall not affect the remaining provisions Resolution 16-12 Page 1 of 2 hereof and the Council hereby determines that it would have adopted this Resolution without the invalid provision. SECTION 5: That this resolution shall become effective from and after its date of passage. PASSED AND APPROVED ON THIS 28TH DAY OF MARCH, 2016. Laura Wheat, Mayor ATTEST: Kelly Edwards, TRMC, Town Secretary Thomas E. Brymer, Town Manager APPROVED AS TO FORM: Stan Lowry, Town Attorney Resolution 16-12 Page 2 of 2 Town Cou nci I Item # 14 — Executive Session EXECUTIVE SESSION a. Sec. 551.071 Consultation with Attorney (1) when the governmental body seeks the advice of its attorney about: (A) pending or contemplated litigation; or (B) a settlement offer; (2) Consultation with Attorney on a matter in which the duty of the attorney to the governmental body under the Texas Disciplinary Rules of Professional Conduct of the State Bar of Texas clearly conflicts with this chapter: Ordinance 767 b. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1). Maguire Partners-Solana Land, L.P., related to Centurion's development known as Entrada and Granada c. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1). Hillwood Properties: Project Blizzard d. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1). Project Lynx e. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1). BRE Solana, LLC f. Section 551.072 to deliberate the purchase, exchange, lease of value of real property regarding Town Hall offices g. Section 551.072 to deliberate the purchase, exchange, lease, or value of real property regarding possible fire station sites Town Cou nci I Item # 15 — Reconvene Council Meeting Town Cou nci I Item # 16 — Necessary Action NECESSARY ACTION a. Sec. 551.071 Consultation with Attorney (1) when the governmental body seeks the advice of its attorney about: (A) pending or contemplated litigation; or (B) a settlement offer; (2) Consultation with Attorney on a matter in which the duty of the attorney to the governmental body under the Texas Disciplinary Rules of Professional Conduct of the State Bar of Texas clearly conflicts with this chapter: Ordinance 767 b. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1). Maguire Partners-Solana Land, L.P., related to Centurion's development known as Entrada and Granada c. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1). Hillwood Properties: Project Blizzard d. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1). Project Lynx e. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1). BRE Solana, LLC f. Section 551.072 to deliberate the purchase, exchange, lease of value of real property regarding Town Hall offices g. Section 551.072 to deliberate the purchase, exchange, lease, or value of real property regarding possible fire station sites Town Cou nci I Item # 17 — Future Agenda Items FUTURE AGENDA ITEMS: Any Council member may request at a workshop and / or Council meeting, under "Future Agenda Item Requests", an agenda item for a future Council meeting. The Council Member making the request will contact the Town Manager with the requested item and the Town Manager will list it on the agenda. At the meeting, the requesting Council Member will explain the item, the need for Council discussion of the item, the item's relationship to the Council's strategic priorities, and the amount of estimated staff time necessary to prepare for Council discussion. If the requesting Council Member receives a second, the Town Manager will place the item on the Council agenda calendar allowing for adequate time for staff preparation on the agenda item. Mayor Wheat— Discussion regarding cost effective ways of enhancing and maintaining the trail system. Town Cou nci I Item # 18 — Adjournment Regular Session