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03-21-16 PZ Agenda Packet
��1����`9 � � � � � � � `§ � ,i �������+r TOWN OF WESTLAKE, TEXAS PLANNING AND ZONING COMMISSION MEETING AGENDA March 21, 2016 WESTLAKE TOWN HALL 1301 Solana Blvd. Building 4, Suite 4202 2ND FLOOR, COUNCIL CHAMBERS WESTLAKE, TEXAS 76262 Work Session 5:00 p.m. Regular Session 6:00 p.m. Work Session 1. CALL TO ORDER 2. DISCUSSION REGARDING ITEMS LISTED ON THE REGULAR MEETING AGENDA. 3. DISCUSSION OF ITEMS TO BE PLACED ON FUTURE AGENDAS AND UPDATES ON DEVELOPMENT TRENDS, PROGRESS AND TOWN COUNCIL ACTIONS ON PAST AGENDA ITEMS. 4. ADJOURNMENT Regular Session 1. CALL TO ORDER 2. DISCUSSION AND CONSIDERATION OF THE MINUTES FROM THE MEETING HELD ON FEBRUARY 15, 2016. Page 1 of 3 3. DISCUSSION AND CONSIDERATION OF THE MINUTES FROM THE MEETING HELD ON FEBRUARY 19, 2016. 4. DISCUSSION AND CONSIDERATION OF THE JOINT MINUTES FROM THE MEETING HELD ON MARCH 7, 2016. 5. DISCUSSION AND CONSIDERATION REGARDING THE APPOINTMENT OF A VICE CHAIRMAN OF THE PLANNING AND ZONING COMMISSION AS PER THE REQUIREMENTS OF ORDINANCE 772. 6. CONDUCT A PUBLIC HEARING AND CONSIDER A RECOMMENDATION REGARDING 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. 7. CONDUCT A PUBLIC HEARING AND CONSIDER A RECOMMENDATION REGARDING 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. 8. CONDUCT A PUBLIC HEARING AND CONSIDER A RECOMMENDATION REGARDING 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 ENTRADA PD. 9. CONDUCT A PUBLIC HEARING AND CONSIDER A RECOMMENDATION REGARDING 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 DRIVEN ENTRADA PD SITE PLAN RESTAURANT ROW. Page 2 of 3 10. CONDUCT A PUBLIC HEARING AND CONSIDER A RECOMMENDATION REGARDING 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). 11. CONDUCT A PUBLIC HEARING AND CONSIDER A RECOMMENDATION REGARDING A PRELIMINARY PLAT OF THE ESTATES 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. 12. CONDUCT A PUBLIC HEARING AND CONSIDER A RECOMMENDATION 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. 13. ADJOURNMENT CERTIFICATION I certify that the above notice was posted at the Town Hall of the Town of Westlake, 3 Village Circle, Suite 202, Westlake,Texas, 76262, March 16, 2016, by 5:00 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. Page3of3 Planning and Zoning Item # 2 — Back up material has not been provided for this item. DISCUSSION REGARDING ITEMS LISTED ON THE REGULAR MEETING AGENDA. NO ACTION WILL BE TAKE/V DURING THE WORK SESSION. Planning and Zoning Item # 3 Back up material has not been provided for this item. DISCUSSION OF ITEMS TO BE PLACED ON FUTURE AGENDAS AND UPDATES ON DEVELOPMENT TRENDS, PROGRESS AND TOWN COUNCIL ACTIONS ON PAST AGENDA ITEMS. Planning and Zoning Item # 4 — Adjournment Work Session Back up material has not been provided for this item. .�"����� .! • '4 f• �. � • � � � � � '� � � ��`ai-t.�w,,*`-'`�' MINUTES OF THE TOWN OF WESTLAKE, TEXAS PLANNING AND ZONING COMMISSION MEETING February 15, 2016 PRESENT: Chairman Tim Brittan, Commissioners Liz Garvin, Greg Goble, Ryan Groce, and Michelle Lee. Alternates present: Ken Kraska ABSENT: OTHERS PRESENT: Town Manager Tom Brymer, Planning and Development Director Eddie Edwards, Town Attorney Cathy Cunningham, Town Secretary Kelly Edwards, Assistant Town Manager Amanda DeGan, Director of Public Works Jarrod Greenwood, Fire Chief Richard Whitten, Communications & Community Affairs Director Ginger Awtry, Finance Director Debbie Piper, Susan McFarland, Communications Specialist and Management Intern Joel Enders. Work Session 1. CALL TO ORDER Chairman Brittan called the work session to order at 5:00 p.m. Chairman Brittan stated we would begin with Item 3 of the work session. 2. DISCUSSION REGARDING ITEMS LISTED ON THE REGULAR MEETING AGENDA. Chairman Brittan stated the Planning and Zoning Commission would enter into Executive Session pursuant to Section 551.071 Consultation with Attorney (2) 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: Item 4 of the Regular Agenda. P&Z Minutes 02/15/16 Page 1 of 5 The Commission convened into executive session at 5:31 p.m. Chairman Brittan reconvened the work session at 5:50 p.m. 3. DISCUSSION OF ITEMS TO BE PLACED ON FUTURE AGENDAS AND UPDATES ON DEVELOPMENT TRENDS, PROGRESS AND TOWN COUNCIL ACTIONS ON PAST AGENDA ITEMS. Mr. Brian Elliott and Mr. Michael Lorant provided a presentation regarding a proposed development for the Arthur property named Quail Hollow Estates. Mr. Elliott and Mr. Lorant provided a presentation an overview of the project. There will be three Phases to develop the property. Main entrance in Phase II, develop with interesting architectural styles, overview of the architectural styles, general building req u i rements, Discussion ensued regarding the development of the property in three Phases totaling 92 homes, design guidelines and requirements, the proposed preliminary plat request, special use permit for gated subdivision, number of entrances/exits off of Davis Boulevard, emergency access, open space, access to the trail system, tree preservation and view corridors. Town Manager Brymer provided an overview of the Council's action to table action on 500' setback PD 1-1 and taking no action on Entrada. 4. ADJOURNMENT Chairman Brittan adjourned the work session at 5:52 p.m. Regular Session 1. CALL TO ORDER Commissioner Lee called the regular session to order at 6:02 p.m. 2. REVIEW AND APPROVE MINUTES FROM THE MEETINGS HELD ON )ANUARY 4, 2016. MOTION: Commissioner Goble made a motion to approve the minutes. Commissioner Garvin seconded the motion. The motion carried by a vote of 5-0. P&Z Minutes 02/15/16 Page2of5 3. CONDUCT A PUBLIC HEARING AND CONSIDER A RECOMMENDATION REGARDING, AN AMENDMENT TO THE CODE OF ORDINANCES, CHAPTER 102 SECTION 102-31(A) "ZONING MAP"; PROVIDING FOR INTERPRETATION, PURPOSE AND CONFLICT. Management Intern Enders provided a presentation and overview of the recently annexed property. Chairman Brittan opened the public hearing. No one addressed the Commission. Chairman Brittan closed the public hearing. MOTION: Commissioner Lee made a motion to recommend approval of the zoning change. Commissioner Goble seconded the motion. The motion carried by a vote of 5-0. 4. CONDUCT A PUBLIC HEARING AND CONSIDER A RECOMMENDATION REGARDING A ZONING CHANGE REQUEST TO AMEND��PLANNING AREA 5,"A PORTION OF PLANNED DEVELOPMENT DISTRICT 3 (PD 3-5), LOCATED ALONG STATE HIGHWAY 170 AND STATE HIGHWAY 114, BY DIVIDING SAID PLANNING AREA INTO TWO (2) NEW PLANNING AREAS TO BE KNOWN AS PD 3-5A AND PD 3-5B AND ESTABLISHING DEVELOPMENT REGULATIONS, PERMITTED USES, AND ALLOWABLE DENSITIES FOR BOTH PLANNING AREAS. Director Edwards provided a presentation and overview of the item. Discussion ensued regarding the building heights within each PD. Town Manager Brymer provided an overview of the require notices and stated that language for PD 3-3 transfer of square footage ordinance was left off the agenda. Chairman Brittan opened the public hearing. Russell Laughlin, Executive VP Hillwood Properties, provided a presentation and overview of the proposed development. He spoke in favor of item. Director Edwards provided additional information regarding PD3-5b. Colin Stevenson, 1823 Broken Bend Drive, spoke in opposition of the proposed item. Neil McNabnay, 1815 Broken Bend Drive, spoke in opposition of the proposed item. Sean Kilbride, 2341 J.T. Ottinger Road, spoke in opposition of the item. P&Z Minutes 02/15/16 Page3of5 Chairman Brittan asked for a motion to continue the hearing on February 19, 2016, at 9:00 a.m. MOTION: Commissioner Garvin made a motion to continue the public hearing on February 19, 2016, at 9:00 a.m. Commissioner Groce seconded the motion. The motion carried by a vote of 5-0. 5. CONDUCT A PUBLIC HEARING AND CONSIDER A RECOMMENDATION REGARDING 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. Michael Beaty, Centurion Development, Farmers Branch, provided an overview of the development. Discussion ensued regarding the underground parking, Bell Tower height, sales center construction, commercial construction ratio to residential, ingress and egress, TXDot median cut, signalization of Davis Boulevard and Solana Boulevard, residential trafFic on Solana Boulevard, and future signalization. Chairman Brittan opened the public hearing. No one addressed the Commission. Chairman Brittan closed the public hearing. MOTION: Commissioner Lee made a motion to recommend approval of the zoning change with the following conditions: 1. Fulfillment of all zoning requirements as set out in Ordinance 703 in addition to the conditions accepted by the Town Council at the time of zoning approval (April 22, 2013). 2. All 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, P&Z Minutes 02/15/16 Page4of5 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 for the areas shown as Block A and Block 0 on the Entrada Final Plat. Commissioner Goble seconded the motion. The motion carried by a vote of 5-0. 6. AD70URNMENT There being no further business to come before the Commissioners, Chairman Brittan asked for a motion to adjourn. MOTION: Commissioner Groce made a motion to adjourn the meeting. Commissioner Garvin seconded the motion. The motion carried by a vote of 5-0. Chairman Brittan adjourned the meeting at 7:11 p.m. APPROVED BY THE PLANNING AND ZONING COMMISSION ON MARCH 21, 2016. ATI"EST: Chairman, Tim Brittan Kelly Edwards, Town Secretary P&Z Minutes 02/15/16 Page5of5 .�"����� .! • '4 f• �. � • � � � � � '� � � ��`ai-t.�w,,*`-'`�' MINUTES OF THE TOWN OF WESTLAKE, TEXAS PLANNING AND ZONING COMMISSION MEETING February 19, 2016 PRESENT: Commissioners Greg Goble, Ryan Groce, Ken Kraska, Michelle Lee and Sharon Sanden. ABSENT: Chairman Tim Brittan and Commissioner Liz Garvin OTHERS PRESENT: Town Manager Tom Brymer, Planning and Development Director Eddie Edwards, Town Attorney Cathy Cunningham, Town Secretary Kelly Edwards, Director of Public Works Jarrod Greenwood, Fire Chief Richard Whitten, Communications & Community Affairs Director Ginger Awtry, Finance Director Debbie Piper, Susan McFarland, Communications Specialist and Management Intern Joel Enders. Reqular Session 1. CALL TO ORDER Commissioner Lee called the meeting to order at 9:00 a.m. 2. CONTINUE A PUBLIC HEARING AND CONSIDER A RECOMMENDATION REGARDING A ZONING CHANGE REQUEST TO AMEND ��PLANNING AREA 5,"A PORTION OF PLANNED DEVELOPMENT DISTRICT 3 (PD 3-5), LOCATED ALONG STATE HIGHWAY 170 AND STATE HIGHWAY 114, BY DIVIDING SAID PLANNING AREA INTO TWO (2) NEW PLANNING AREAS TO BE KNOWN AS PD 3-5A AND PD 3-5B AND ESTABLISHING DEVELOPMENT REGULATIONS, PERMITTED USES, AND ALLOWABLE DENSITIES FOR BOTH PLANNING AREAS. ADDITIONALLY, 336,000 SQUARE FEET OF ALLOWED DENSITY WILL BE TRANSFERRED FROM PD 3-3 TO THE PD 3-5 PLANNING AREA. Commissioner Lee continued the public hearing. P&Z Minutes 02/19/16 Page 1 of 2 Town Manager Brymer and Director Edwards provided an overview of the proposed ordinances that would be considered by the Town Council. Russell Laughlin, Hillwood Development, Fort Worth, spoke in favor of the item. Commissioner Lee closed the public hearing. Discussion ensued regarding apartments, impacts on Westlake Academy, traffic impacts, and alignment with the Comprehensive Plan. MOTION: Commissioner Kraska made a motion to recommend approval of the zoning change request. Commissioner Sanden seconded the motion. The motion carried by a vote of 5-0. 3. ADJOURNMENT There being no further business to come before the Commissioners, Commissioner Lee asked for a motion to adjourn. MOTION: Commissioner Goble made a motion to adjourn the meeting. Commissioner Groce seconded the motion. The motion carried by a vote of 5-0. Commissioner Lee adjourned the meeting at 9:32 a.m. APPROVED BY THE PLANNING AND ZONING COMMISSION ON MARCH 21, 2016. ATTEST: Commissioner, Michelle Lee Kelly Edwards, Town Secretary P&Z Minutes 02/19/16 Page2of2 �,,,�'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 ������ ��' � �� r �� �� `�� estlake Planning & Zoning Commission � ` � � '� � � TYPE OF ACTION �� - . F�t� "�^�--�,.w-�'.� Regular Meeting - Action Item Monday, March 21, 2016 ToP[c: Consideration of the Appointment of a Vice Chairman of the Planning & Zoning Commission as per the Requirements of Ordinance 772. STAFF CONTACT: Tom Brymer, Town Manager Strate�ic Alignment Vision, Value, Mission Perspective Strate�ic Theme & Results Outcome Ob'ective High Quality Planning,Design& Transparent/Integrity- Citizen, Student& Development-We are a dcsirable Optimize Planning& driven Government Stakeholder Well planned,high-quality Development community that is distinguished by Capabilities cxcmplary dcsign standards. Strategic Initiative Outside th�Scope of Identificd Strategic Initiarives Time Line - Start Date: March 21, 2016 Completion Date: March 21, 2016 Funding Amount: 00.00 Status - � Not Funded Source- N/A EXECUTIVE SUMMARY (INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) At their February 26, 2016 Regular Meeting, the Westlake Town Council passed Ordinance 772 amending Chapter 26 of the Town's Code of Ordinances to allow for the Commission to appoint a Vice- Chairman to serve in the absence of the Chairman. Additionally, wording was placed in Ordinance 772 that, should both the chair and vice-chair be absent at the same time, the member with the longest tenure on the Commission may preside over the meeting. RECOMMENDATION Staff recommends formal appointment by the Commission of a Vice Chairman to serve in the absence of the Chairman per Ordinance 772. ATTACHMENTS Ordinance 772 adopted Feb. 22, 2106 by the Westlake Town Council. ORDINANCE NO. 772 AN ORDINANCE OF THE TOWN OF WESTLAKE, TEXAS, AMENDING CHAPTER 26 "COMMUNITY DEVELOPMENT," OF THE CODE OF ORDINANCES OF THE TOWN OF WESTLAKE, TEXAS BY AMENDING CHAPTER 26, SECTION 26-67(B)(6) CONCERNING THE POWERS AND DUTIES OF THE PLANNING AND ZONING COMMISSIQN BY PROVIDING FOR THE SELECTION OF A CHAIR, VICE-CHAIR AND PRESIDING MEMBER; PROVIDING FOR INTERPRETATION, PURPOSE AND CONFLICT; PRC3VIDING A SEVERABILITY CLAUSE; PROVIDING A PENALTY CLAUSE; AND MAKING AN EFFECTIVE DATE. WHEREAS,the Town of Westlake, Texas is a general law Town; and WHEREAS, all legal requirements of state statutes and Town ardinances of the Town of Westlake, as well as all legal requirements and legal notices and prerequisites having been complied with; and WHEREAS, the Town Council of the Town of Westlake, Texas, at a public hearing called at a regular session of the Town Council 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 WHEREAS, the Town Council of the Town of Westlake, Texas is of the opinion that it is in the best interest of the town and its citizens that the amendments shouid be approved and adopted. NOW, THEREF4RE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF VVESTLAKE, 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 Section 26-67 "Planning and Zoning Commission" subsection (b} "Powefs and duties. " is hereby amended by deleting the current subsection 26-67(b)(6) and replacing it with the following: Section 26-67(b)(6) "To select a planning and zoning commission chair and vice-chair; and by providing that in the absence of both the chair and vice-chair, the meeting may be presided over by the member with the longest tenure on the Commission;" SECTION 3: That this Ordinance shall be cumulative af all other Town Ordinances and all ather provisions of other Ordinances adopted by the Town which are inconsistent with Ordinance 772 Page 1 of 2 the tenns 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) ar Five Hundred($500.00) 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 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 22°d DAY OF FEBRUARY 2016. ' � ����.�>�',��:�`. ��,�i���'�.�% ATTEST: Laura Wheat, Mayor ��� �_-Y��� � �� ��---�� ��� �:��..t��. ,�'�,�>�F�� �J� Kelly Edwar��, Town Secretary Thomas E. Bryme , wn anik� ager APPROV A TO F . ��ti/�lEST� �� '�� �.,,0_ � . S t n L wry w ttorney � ' T�X�`�' Ordinance 772 Page 2 of 2 .?'��.�+w.,,�'S. # � � h��^ '. � � °�� �' estlake Planning and Zoning Commission �� }� `',�,,-�...�-'�r TYPE OF ACTION Regular Meeting - Action Item Monday, March 21, 2016 ToPlc: Conduct a Public Hearing and consider recommendation of an application 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. STAFF CONTACT: Eddie Edwards, Director of Planning and Development Joel Enders, Management Intern Strategic Alignment Vision, Value, Mission Perspective Strate�ic Theme & Results Outcome Obiective High Quality Planning,Design& Development-We are a desirable Planned/Responsible Citizen, Student& Preserve Desirability Development Stakeholder �'�11 planned,high-quality &Quality of Life community that is distinguished by cxcmplary dcsign standards. Strategic Initiative Outsidc the Scope of Identified Strategic Iniriarives Time Line- Start Date: March 21, 2016 Completion Date: March 28, 2016 Funding Amount: Status - � Not Funded Source- N/A EXECUTIVE SUMMARY (INCLUDING APPGICABLE ORGANIZATIONAL H[STORY) 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. The pre-event submittal may be administratively approved by the Town Manager or his designee, subject to appeal to the Town Council. ATTACHMENTS 1. Specific Use Permit application. Page 2 of 2 �y,...-....�L � � � a,� � �`� ;'M �Y� `�� estlake Planning and Zoning Commission � � � .� �'�w-....�,r'"��- TYPE OF ACTION Regular Meeting - Action Item Monday, March 21, 2016 ToP�c: Conduct a Public Hearing and Consider a Recommendation of 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. ATTACHMENTS 1. Existing PD Location Map and PD Site Plan Vicinity Map 2. Staff Report 3. PD Site Plan Submittal 4. Entrada Development P1an 5. 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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 for the areas shown as Block A and Block O on the Entrada Final Plat. 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 7 of 7 � � 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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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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F I I 4 1 I � ---" � � � � � � � �GE-C��643-0� /_ � / / � �o�.cF' � \ � \ \ � \ � / x 6 9'-0" a � / 6J I \ � � --` 6�� � � � �- — —� � / � _� � �- / I / �' I \ � � � � , RESPONSIBLE ENGINEER: Q ,� , j I � � / i 36 9,-�„ � � � � --� � 7 -o� / /14 � \ \ � ` BROWN & GAY ENGINEERS, INC. � \ � � 1 \ / -� — ^ � � -� / \ � TEXAS REGISTERED ENGINEERING Q i / / j � � -� � 639'-0" / � \ � , NOTES: FIRM F-1046 �i \ 7 ,;° / i � � � � � ,_ � �-- � � / � 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS WILLIAM R. JANNEY, P.E. � A / � � � 4�,, - — -- � � �- � �- � � ,� V� � \ EXISTING FOR THIS PLAN SET TEXAS REGISTRATION N0. 108663 N \ \ a I % � Q� / � � —, _ — _, � � f � � JAN 16 W / � � � � \ � \ March 10, 2016 a� a � / / GREEN ROOM �, � J �� � / �,� RESTP' � 0.03 0.3 _ _ � 9'_°„ N � a / / � f � 62,9'7b;; BELOW � �\. � TBM1 - "❑° Cut in median nose located � 700 feet southeast of intersection of Davis ! ! ��qU TION � � � � / I I � � �'I �fi`43'-0 AB�WE � / �� � � l '-- � � j / / �� ;� � � Blvd. and Dove Road. Elev. 668.96 Contractor to Verify exact location / '` / / �n � �� �` °� S1� / � � � �_ � � � ����-- / � � - � � S� & Depth of Exist Facilitles Prior to � � � ��� � � ��� � � � � � � � � °�-� �� sTORa,cE �.�� 0.4 TgM2 - "❑° Cut in median nose at intersection of Davis Blvd. and Bull Way. any con5tru�t��or, A�t����t�es �� \ I \ / / � � -v= , � � � OFFICE AT 6. \ Elev. 679.58 CAUTION i i i � � � �"� (' � � ° ° a � a OFFICE � CONTACT: 1-800-DIG-TESS o - / / � V��� J O ° / '�-.,` � •� \ / \ \ I �� \ � / / ' ° 4 � � a/ a � \ � � � � � � ��� � — � � � / � s�a� a ` � � ° � � , �' � � / � � � � � TBM3 - "❑° Cut in median nose at intersection of Davis Blvd. and Bear Way. �8 Nou�s PRioR To coN�TRucTioN � \ ;-� a o � , Elev. 683.26 o \\ / \ / � � �7oRA� / /O / a —~ ~ �_.__�/V � L `��� \ � \ \ , � `� 639- � / � ��� REVISIONS o � ` � -' ` , /J v 4_, � ° � _ ---� � � �` � ' � , �"'°'� � � � � \ TBM4 - "❑° Cut in median nose located �600 feet east of intersection of Davis Blvd. REV N0. 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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. Elev. 668.96 UI � � / a STORAGE O // .% a ` a� a ' a — —�\_. � _ ,:' a � � Q � � ./ � TBM2 - lev 679 58 edian nose at intersection of Davis Blvd. and Bull Y REV NO DATE DESCRIPTION a ggg'-o 4� � � � -`�'' ' �\ � � /� "❑" Cut in m Wa • REVISIONS � � a � , -, , �_,.,,� E o �� � >- � � j ��� , ; , i i �, � . . /' ----� \ �I ` \ a� O� ,l _ _' \ �� `_a,,��d" �� . -_, . "' , ' � A � � a � , ��' � 4 Q � ° � ` / � � � TBM3 - "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. O ''.\\\ \ / \ ,. , O � ' �Q � �` � Ers j / \ _____ � Elev. 683.26 � J ` � � ° � � \ a°� \ , r � � ' ° `,, \ � d - -- — — �6 ,,_ \ . �,INI�Q� a�„ oa _� _ � � � � � �\\\\ 1 � / ' � ' d . ' - � • a � — � ~ � � ° � »-� � i __ � � TBM4 - "❑" Cut in median nose located �600 feet east of intersection of Davis Blvd. L Q� J / / , g Q / ... . -. a ` \ � � � �'� / a ° -' ,, g ° � \ � � .��..� d � �' �. � � and Dove Road. Elev. 648.47 � - N � � \\ 1 � � � , a , � o a� a � � � _ -_ � a I � ' � _ _ . � � J - � a � --f- — oa . , , _ _____ - 1 a �� � � ' �- � G3� �I , I I I 1 1 \ \ � � O J cl d ...d_...� ` �._ ,. � �_. Ni I \ 6 \ � ° ° , \ � a ° ° , �Q a � a DRAWN BY: a � I I I I 3� � � — � �' o I / , � � � w \ � / / G � � — � — � \ O ° a � \ � CHECKED BY: ' I I I I I � � � , / � , � � LEGEND N I . — � �_ � � Ja � . . 3 I I � � �� V , � �'- � G2� ,f� _ — — _ � � � � � 'a °�� O� ° , , � �� —_-� FH DATE: , -♦- PROPOSED FIRE HYDRANT o I — — — — — .�f / / ' _ 625 — � � � � a , ° a I / o J � C.��9 � � � � � � _ - ,�-i � � � _ /" .. � � �� � � / � � — ��� � � �� � � �-� � �� � � � a� � a —___ i � � I I — � � / � _ _ ` � \� � � a a a �, a -- SSMH PROPOSED SANITARY PROJECT NUMBER: Y I I I ` I — — _, \ � / � � j / / � — r, > ,, \ � \ � ��� ° -'-��� � MANHOLE o � . I - �� l I - �----- _ � �' / / � / � � � \�\ \ ' ;' °, I � � � PROPOSED STORM INLET S h e e t N O. zp � � \ \ 1 � / / / � � a � I � � �� � I I � � � � � � � � � � 4 Qa � � GRADING PLAN �� I I � � EXISTING CONTOUR LINE w ' � � � � � _ � / � / � � � ° /� � � �N I I I i � � --� � � � / / � \ I ° �a � � � 650 PROPOSED CONTOUR LINE � -' / �/ � � � ^ � � �, w Q I I I I ` 1 1 / \ / I . . / / � 630 � �, : � � \ 1 \ � / � — � j / / \ � a � I— , � �� ,� II I � � � � � \ a a � , z � � a � � � C7 l , � a o� / / I 1 1 // \ � / � / / ` \ � / // % \ ' ' ° � I — \ I-_ \ � m o / / � � a °a,� TROPHY CLUB o o � � � J � J O �� - \ J �`Q O �wl.Q- v r a ° � � — � �RF' CRE�' �� �'� �BOB JAMES ` ��`'� Medlin MEqO�� � ��� � ° 5�,� Cemetery Golf �" °6 \ �t�Fz� �'( �v� Course � a o � / � DUCT BANK ESMT Sv�S Y� � FAl SEMINOLE 9-� ._ C \ \ � TR�PH ��209 \P Vl(<�qY Jx x o rn s /\ �� \ U \ c � a a \ \ \ 114 \ �� �'�O y,�� U'FRE��MEANv RNESS a a ? �� � w \ °a V \ � \ \ � �`�m � I Q „ z J Brown & Gay Engineers, Inc. , \ � s CONNECT TO\EXISTING \ � � � � � WESTLAKE � �� = 2595 Dallas Parkwa Suite 204 DUCT BP�VK STUB ' C � � � INVERNE � y, � o Frisco, TX 75034 � Tel: 972-464-4800 • www.browngay.com ° � \ � /� C TBPE Registration No. F-1046 ° , � ��� �- , a � � � � K�NG Contact: Will Janney � � � � \ INSTALL: Te1: 972-464-4835 � � C 1 - DUCT BANK STUB � '°,� INSTALL 6" � � � 114 Copyright 2015 � a 1 1 FIRE SERVICE � > SOLqNq ��� f i` ; � INSTALL 2" � o r r a � a� � / �� �o�° DOMESTIC SERVICE� \ � e \ �n ; WATER ESMT � / � DOVE ROAD n�S, �, WOMEN 22 � '�-c ° ' INSTALL � WM � 658�'0" STORAGE _ ��9�F i U ��° ° 88 LF 8" WATER � �`'�� a ti, oo � �h``�� a a � ��' �ti/� � ' �n , O � -��FZ � ,�1 �r i � tP 4 �� „ �IP i�� � �� JAN J� �z � a T�'t�� - - °6 a w � � �� , �,��� � ME � CONCESSIONS VICINITY MAP � � , � � �� ��� �N , (Nor To sca,�E) �EV�LOPER a \ a ����„ �� ���` �n�'� 658'-p' LIGHTS � , �� S S ,���'�� 0/ CENTURION AMERICAN ��, SS � � � 1800 Valley View Lane, Suite 300 � � aa , INSTALL � � Q � � — s5a�-o�°� Farmers Branch, TX 75234 ��, � �� a � 86 LF 6" SS M �i / Contact: Michael Beaty •��� � ��° `� / � � Tel: 214-287-9009 INSTALL M SANITARY � • \ � � 58 LF 6" WATER / SEWER ESMT � • °° � � �������'�� J � a \ a a �� a ,� FDC M fnqinr�r��np • �e�r.f�;+�rr�rrat • ���7^�:trutt�cr� � � � � � �� d / � a INSTAL FIRE ` a � FH � � Q DEPART�.ENT \ CONNEC ON 'J s5s'-o"" Q �,� \� ��� ��� a � X RELOCA E w � \ EXISTING ,�° � W � >- , �\ 656'-0" � \ a INSTALL: U� � ~ � 1 - HANSON #24 CATCH BASIN � � N � Horizontal Scale: 1" = 20' � W O INSTALL: � U � L w U d o �' ° 12' R�p 67 LF 12" RCP W � � J 9 - � ) ) ) �z / � 646'-0" _ _ 653�-0" � 2� 4� � � � � — � U z � \ � Q w Q Q a � souN� INSTALL: � W w � `��n � r�� ` \ 16 LF 12" RCP ��'' INSTALL: � Z = z = �/ � � � ,�' s43'-o°" �_ P ��.� 181 LF 18" RCP �/ U � J � y � �, � ° � 1 - HANSON 24 CATCH BASIN 6, INSTALL: �2' R�� /\ � � _ � — N LLj # 1 - HANSON #24 CATCH BASIN s4s'-o" � w � = J z Y Q a ���� /� � � � w — a �,� \ s4i'-o°', 5g S�r s I N S T A L L: � � \ Q � � � w � � a R�p s 4 o'-o"' S2 S 6 L F 1 2" R C P � � � Q � � � � C m / , ° �2' �ars \\ 0 \ � � Z Cn G w W ���'� a INSTALL: � � 46 s�rs INSTALL: o��o O� �'y O � � �, ' S9 LF 12 RCP 1 - HANSON 24 CATCH BASIN � °•' ° 299 FIXED SEATS # ����-�� � � � � �, � ° a \ > » � � � � e-� 0 � � � � �' 639 —0 INSTALL: � �° c � �'� 644�-0'� O�, � � � ��' � INSTALL: s44. �. �— - -----� 6 LF 12" RCP �C',o � � sR9Fss� � z Z n o 1 - HANSON #24 CATCH BASIN / � , \ \ \ �` `o•-°ti W � �j � ■�� i i i�� � INSTALL: � U O � ����■ � INSTALL: �� �� NOTE: ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS Q � • �a � ��� INSTALL: /� 110 LF TRENCH DRAIN �� 1 - HANSON #24 � EXISTING FOR THIS PLAN SET o '' u, � � 4 LF 12" RCP INSTALL: �� \\ CATCH BASIN s3s'-o" � � ° 1 - HANSON #24 CATCH BASIN �' sTac c� s43'- � ��, � , � � I ° s3s'-o" �, , '� 12' R�P ,Q �' ,�o�� THESE PLANS ARE ISSUED FOR � 6� �� �C�Q �2�� R�p � I INSTALL' — �� � � R VIEW AND�ARE�NOT NM�END D 3 I � �� / 639'-0" 39 LF 12" RCP -o" 14 M TBM1 - "❑° Cut in median nose located � 700 feet southeast of intersection of Davis FOR CONSTRUCTION. -� � � s3s'-o„ W � � ��� Blvd. and Dove Road. 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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' , � , � , � , � , � , � , � , 6 • ,. � ,J � ��` �\•�• � • .._ � i�i����i��� ��i�� ��i�� ��i����i i����i����i 3 ' ' � , � `9 r/i��';�;�i;;�.','��i;;��i�;�,���:�;�;��i�';�;�i � I I I I I o \ / . � -- • \ � ' , �� RESPONSIBLE ENGINEER: I I \ , ,-= --� � � ' •�' .. � f/ L„�./�/�/�'-��'-��'-��/'�� � BROWN & GAY ENGINEERS, INC. a� `� ✓ � '^ / � — � \ �. � \ � _ a II I \ / � . ,� � — TEXAS REGISTERED ENGINEERING I W� I II II I — _ _ � � / / � _ � \ • ` �a • ; • ; • / • ; • ,� • ,� • ,� • .-. I — / � � � � I \ � FIRM F-1046 � I I I I I ` - ._ — — � ,_ s25 =� � . � , J. . � . . ,� � . ; � . ; � . ; � . ; � . ; � . ; � 3' • WILLIAM R. JANNEY, P.E. o � J : � /� / / � �==4 - � � � \ � � � � , � � \ � � � � � � � � ' � � ' � � ' � � ' � � � � � TEXAS REGISTRATION N0. 108663 � / � i ' \ \ . � r — 4� 11N i I I I I — � �� / / � . � � � � < ° � � \ ��— � � � � � � March 10, 2016 N � I I I I I I \ /� \ - � �a � _ , / � / � / � / � / � / � / � / . 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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� 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. Ulilily Easement = ► (FL)Flowlne �Q F � A=16'09�6 �— � � � � � � � - � AMP�THEA7RE'��`�^��HOTEL � �.E. Drainage Eosement Centerline of Creek, =W B.L. Bu}din Line ---- F I � 'EXISTNC ' ' ' ' ' - BUN6lLON5D � •� 9 Swale,or Walerway � L=I03. 1� ,! I . ' . . GAS NELL�. . . . . . . �� R.O.W. Right-of-Woy �+ LC=N 26'31� I .w.os�s � ' C PARKIN ?� - S 83'07�25�B �.R. Deed Records �— Creek,Swoie,or V 3 8� COIAMERdi4. � Bo' GARAGE , ,� _ �� '' P.R. Plot Rerords � � Waterwny Embankment _ . .�,e. . . _ � EJNGALO` .34� N 09'P9'30' / � / ' % E� �,4 �- �' `, I��� �.� . .�.� .�.�.�.�. .�. sT� •��:;�� �� e R=P909.79� / M E 1•o " C RCIAL n . . . .� � � .. ��` � za� I .�ai�mr� d=b'f9'09' y'° � ' � c=sss.+s' w�_ + � COMMERCIAL`�� - � � �' � ��' � 65 I 5 s�5 � , �o�o", / y'i ,,�, TOWN nb •\ �II � LC=S 59'S7'40'8 „�� a.�� 0.60' . 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! W LI� p �; j�� 'M A.� � � � ' MAGUIRE exrxeu� � 'S P AeN 1 S H V 1 �A S �s� PARKING - ��-_��'''`� \�9— -/ --_ -- �� � C������AT� a W �', � T I E R E D �iDEN\ GARAGE z.�v =�.ttiz� C ' W I T H �e, � /� R=P751.79� � O � W A L L S� ss'� � �. 13�56� WbM`.MNO J � i ' '" r � i � N 1'�0' ��,N r e s.>n �,ss'.' 9' ' S' M W -10. �' / 13P. � �"'� REs�DENn �.,s T � --� _ ��4' LC=S 49' S0' W a q - o�� ,s.,, �{'�^v �-- -, r— �r-- —� to�.sz' G 4 �'�U' � \ / b �P;4�„ : �. ' ` u R=81 00' �s� � E4' SI' ;;��� '4�� p � / - 1.76' �,_ 6� M / - 05'0' � S � 3 . /�� lut l,BbYF 1 �m 1, «k S Wertlake u lake / � Wes�lake/SoNM1lake Pa�k PdAkbn No.] Yxk AJditim 5f / Vo1,3BB-21<,FgJB&A Vol e388-23<Paga 6A sr p.gT.GT. 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. �y,...-....�L � � � a,� � �`� ;'M �Y� `�� estlake Planning and Zoning Commission � � � .� �'�w-....�,r'"��- TYPE OF ACTION Regular Meeting - Action Item Monday, March 21, 2016 ToP�c: Conduct a Public Hearing and Consider Recommendation of 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. ATTACHMENTS 1. Existing PD Location Map and PD Site Plan Vicinity Map 2. Staff Report 3. PD Site Plan Submittal 4. Entrada Development P1an 5. Entrada Major Public Art Locations with Comments 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�. 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'� �� :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 PLANNING AND ZONING COMMISSION Date: 3/21/16 Request: Review and Recommendation of a Planned Development (PD) Site Plan Agenda Item: Conduct a Public Hearing and Consider Recommendation of 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. 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 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 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. 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. 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 Page5of7 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: 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. Page 6 of 7 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 for the areas shown as Block A and Block O on the Entrada Final Plat. 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 7 of 7 � � 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 .� ,.. NI � ` � ��t, r.'.` �.�+. � THESE PLANS ARE ISSUED FOR N � ~ .e �`' ��, �+"` , THE PURPOSE OF PRELIMINARY �! � �► � � . ` �,. ,. �_ �� ' �' �� h FOR CONSTRUCTION. � � , ,�-� } �,r�T' � � . � � _ REVIEW AND ARE NOT INTENDED o �"� � ,�,nC �` '°� M •,-: � � �` WHEN ISSUED IN r3�Y " �i1"''*r•�"'�'� ��a - = FINAL FORM THEY WILL BE Y .�� � _ SEALED, SIGNED AND DATED. _ } o '4 �'��' . - .� _ ,, « �. w � ,� __� : �- LL .� TOWN OF WESTLAKE �� _ � _ �-��;. j . , . � � �£ ., z o i ^' =.�. ��'� `��``+� � RESPONSIBLE ENGINEER: N ���'-" .,y ��� y,� �� •,•� ��� � BROWN & GAY ENGINEERS, INC. �� �,�� � �� .•_� _ '� � � 'fi � TEXAS REGISTERED ENGINEERING TOWN OF WESTLAKE w� 3 VILLAGE CIRCLE � ��,.��; , � s�•� , �,� ��' � �� �� T FIRM F-1046 WILLIAM R. 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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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 . � . 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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 �� �� � �� _ �....-- — . ' � / \ � � � i ` ,� \ \� � � \� \� , , � , �� , I � � . , �- f � � o �,�- j / : /f /-�i � � � / � � s �`', \ � \\ \ \ \ I \ a o ��TF � 27,351 5F � � � 0 63 A� �, � � %� ; � . ,— , ; — � ���� ��, � �\ \ � 1 I �,���� � � . � ����� , ��, 1 ���� � � - �► - ; — ,,--�� � � � ��, , � , , A \�� ��� � ) � 1 I � � � / � ��,2�5 s� � � ;--- �- � � � � �%X� � ' '' , ,� ` ' '�. �\ l I / 1 I I � I � VICINITIr MAP - . - � � � �ENs�T r-o 5� � � �- � � � � x� � � � �, I . � � � FFE- ., '-- � � � � x�� � � � I • ' �\ / ' I I I (NOT TO SCALE) i�E\/�LO��R -6�4 50 � � � � x� / � � �' �� � � c \ � ' � ( ( ( ' ' ( Il � r CENTURION AMERICAN f� � � � � � ��X� I � � �\ ( \ \ � , �r ., � � %X' �x � � ` ` �� � � � � X� \ � � � � � � � � � � 1800 Valley View Lane, Suite 300 " ; ' ,/ � \''� I � ��X� � � , � � � ,• �� \ � �\ Farmers Branch, TX 75234 � � � � � � � �\ \ \ 1 ` 1 � \ \ \\\\\\ �\ \ , \ Contact: Michael Beaty . � ' / / , ° 6 � � � � `, '\�� � �`' �\ \����� � �, � Tel: 214-287-9009 � � f AS � � � \ \ \ \ C � \ \\ , / �` ' � , � ` � I � J � � \� .� e a -� � \ � � �► � � \ � � � � � ����� � \� � a ff'1�� CI [/�_� � � � �, � � , \\ \ , 1� J `� ,/� � J � ' x \ ' � ., � � \ \\\\\ \ \\ '�. �� 'Lr�' ��F�! \�� < �I,�J <i � _ � �� � � � � � . �� � . / \ ` � I ��� �9 \ \\ \ Enqinterinq � Devef:�mr,�t • yun:trutt�cn / ;, � ' � \ �� � �`—� � � � � ,, � '�— � �� �� � — � � � �� � � � � \ � �, '�;� '� � 63,41� SF - � � `�11 � � � �� �� ��� �' � \ \� � � � � \ � \ � �T /'' � ; \ \ ° �! 1.46 AC 1 � (n a � //� � ; ` � \ \ � �XIJTING —'' �x �' � 4, I � ����ll� ,� � �1 I � I I � I Q Q a ,; � � �� � \ �� �` r � � � �\ � c iN�i�E � \ \ \ � � '� ' ��� �� � ', � \\ � � p w ,, � �,,20o S� , � � � � \ \�� \� � j � ° � . \ � �1; � x � � "��ENCE x \ \ \ \ � � � \ �� � � '� � �� , � �� , � � � PEP ��oo� �/ �� ,,� � \\ _ � Q �= � ` � � � � � � � � � � � � � \��, � DENSI � 0__�� � � .� � � � � � ���- �� �� � ��� � U � � . � <� � . \ Z � „ , 1 �����; % ;1 I � � — — � a � ' �� \ \ � � \ \x 1 \ � ` ��- I � � f � � \ Horizontal Scale: 1 - 30 Q W � � , . , \ � � 1 � � � ,,, , , �\ � , � ; 1\ � � o , , �— � Z a . � , � z w ��� � ��� � � � � � � � �, � 1 � , � ,. � � � .. . 0' 3 0' 6 0' — ��� � � �°` �; � A6 ��s �� �► \ �� �� � � � �� � � Q (� W � z J a � � '., _...,..�. a ��� � � � � � _�� �� � ' � �� � � \ , � , � � � Q Q � � � � A � � �� 3.47 28.0 � � � � �' A �I � � � Z � � � M � _ I � � = � x \ � Q a ' \ !-- _ \ / \ ` � � . � � NOTES: Q w � ti Q �° FFE-646.50 � � I x `,\ � / � x \ \ �� . ,� \ � 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS V ~ � a M ~ ° � � % � ` � • � EXISTING FOR THIS PLAN SET w (n ,� (� Y . a . \ , � — � x \ ;- DRILL ZONE � � � � � � ' , \ 'J � _ p C� za ' �� � �E�Od-�L`� � � � \ _ � — � / . , . � t, �° ? �� � \ , � APPROVED / � \� � \ -- � TBM1 - "❑" Cut in median nose located � 700 feet southeast of intersection of Davis Q �-' � � m � \ �- A5 � �, � , , , ,. I \ � � \\ \X ` �� . • � � � Blvd. and Dove Road. Elev. 668.96 Z Q r ^ � W 5 �� � '' �i � � -- � � � „ „ � Q � � ' � �,� � 0.39 4.3 � � � � ,� � � _ ; � � � TBM2 - ❑ Cut in median nose at intersection of Davis Blvd. and Bull Way. � � � � • � X � � �, � � � � � � � • . Elev. 679.58 � � �p�5 __,__�� � \ \ � �� �� � � � _ , i � � ` �?'% \ „ „ ~ � O I Q > Q � �O � � � ``� � TBM3 - ❑ Cut in median nose at intersection of Davis Blvd. and Bear Way. z Z � / � � 152,800 SF � Y 1 \ � ` 3.51 AC � � � — 7 �\ � � ,, � � Elev. 683.26 w � > � ; � � \ � :_ � \ , , U Q O � � �; FFE=64�.6�J r���` \ � \ � �� � � � � / X\ I I I � �� TBM4 - "❑" Cut in median nose located �600 feet east of intersection of Davis Blvd. ~ n I � \ x � , \ / � � � x ` � and Dove Road. 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. DATE DESCRIPTION � / / � / � 4, < / o , � � — ' `� 643— �� � ��i�/ j �i i ii� � � � � �� �� , �' '� �� , ' , ,' �� �' � �% ♦ DRAINAGE FLOW DIRECTION I II � . I - . � ° ` � � � � �i � � / � �/ � � - • /� . ' � � — I , I '� /i , _ � � � � � 642— a ; ro,�� � � � � ��/ � � i/% / � �\ \ / / \ y , � � i i i � � STORM DRAIN INLET � '�` I _ � ,. 641 � \ � // "� / �i � / � � � i / ' _ \ � .,. � � � � � � _ `� \ I I _ I �� 640_ � ,� � % � �j / / � '� �, � / ° � // �� _' _'�\ '_ _. o < � � .. � ', < • N I � �`�. 63g- � ` < �•5� � / / // .� � ��-- j � / '� ° �/ , /' �j // � ��� �� �< <. � \; , ' • � ` � !��I I I I 638 / � � � � / � � ;. . <e � � ; � � � � �/� � �\� �' � \ I 3�< f `�-_ \ � j � � � � --' �._ / � •" ' / ,� '� � � ���� �� '_ \ \��� � � a -� .. _ �' I I ,�a c �'�„� � �p� __ — _ f --'" , � �,: a '. . ' � �j DRAWN BY: .. . . O \,. I \ � iJ / /�� .... ...._� E X I J T I N G -'� -�i- 's . / � � '�& 9 / ....' 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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" � � � , .. ' _ ,, _ EX FH ,��� � INSTALL 1 ,351 SF SAN��ARY STUB � \ �` `� �'� ���2 VICINITY MAP � . � DUCT BANK 63 AC INSTALL: � � '� \� ���< , (Nor To sca,�E) i�E\/�L�F��R � STUB ������ _ �� _x_r��p x� � �/ ,'' �`, ENT RI N AMERI AN \ 1 2 DOMESTIC WAT VICE x��X - r � � , 1 00 Val`ey VOfew Lane, Sui e 300 15,�15 SF 1 - WATER M `�� '` _ TY 0 56 1 - 6" SERVICE �--�'"� � �� I � ° '� ;>�` � + „ X.�-�x ` � Farmers Branch, TX 75234 /. � < x��F =6 50 NNECT TO EXISTING 8 WATER STUB X�,.x-�`' �x � I � . a , a �x�- � `� A Contact: Michael Beaty k� ,� x�* � \ � 4 � ,� �, Tel: 214-287-9009 ,��; /' x� �x.,�x X.�`"``x-�� / x \ � .' �� � � \ �x l�..X���x� / \�t i \ �� / ,�!� �`x \ � , ������( \�� G � / " � `x � C?`� � `� � x� � �P Enqinterinq � Devef:�mr,�t • �yun:tru �cn C�' � , `� EX FH �� ,� � � \ � � � � \ / x� �% I � / / „ � � � x °�x � .'� � � � \ \ I 4% , �,� �� � � �, w � X / , �,� ; — '� �x � ' j �� �� � — � w � i � I 63,417 SF � FDC� • �°� � � ' � �� � � ��* �� �� 1.46 AC � � � . � � 1- 1Fr� �� \ �� � � � E,��I ��TII�I ���=� — �� I � ����� � ,� ��;� � � , / _ _ � � �� INSTALL FIRE � - U z ° � � � ��HAIN�II�_'� � � � ���� DEPARTMENT � ��� ��� � �° ° � \ � � � � Horizontal Scale: 1 - 30 Q W � � ����� �, < 51,200 SF ; ` �,� � � � � FEN�_�� � I � ,� � � � I PER FLOOR � CONNECTION � ����� �� �� � � 7 � Q <� � L U , �� �� � � \% V ' DENSITY=O_81 � �^� A � � , 0' 30' 60' Z — Q Cn w � z \ �.� o �x � A �% �� i � -� � Q a \ � �I �. p w �, � � , � .� d Ox \ �� � � ,:• z M � ,a \ � � � a w Q � a � � • � �� �� � � � - _.� (� � M I-- � � \ \ � � _ � Q � � a � � \ � � w � J z Y a \% \ � X � � ' I �J � o � � — a - �f � � � I � Q a. Q m � °� � FFE_646.50 J 0 � � �� , � n � � �'�n � ,: �x = DRILL ZONE � �� � p � V W w � � �� � /' PREVIOUSLY �x � \ � '` ����`°�� � �. � ''�,° APPROVED � � V � � � \ \x � � �°� , � v� ° , �,, z Q � � - \ . �` � � � �d �� C �'` ' � \* � � ��\ ,/ W V , f�� � � � � �'� \ \ \ , NOTE: ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS U O � x\ � � s ; a ' % � �����9� � \ \ � � EXISTING FOR THIS PLAN SET � EX FH � ,� 1,�� \ 152,800 SF \ 1x THESE PLANS ARE ISSUED FOR \ � � � 3.51 AC \ � � � THE PURPOSE OF PRELIMINARY N I— � FFE-645.G�J � \ � � � \ � \� �`a' REVIEW AND ARE NOT INTENDED o = - � TBM1 - "❑° Cut in median nose located � 700 feet southeast of intersection of Davis FOR CONSTRUCTION. o � % \ \ % \ Blvd. and Dove Road. Elev. 668.96 WHEN ISSUED IN � - I ,� \x �x � FINAL FORM THEY WILL BE 3 � � � � „ �� SEALED, SIGNED AND DATED. � � �� �� \ �,� � TBM2 - ❑ Cut in median nose at intersection of Davis Blvd. and Bull Way. I � Elev. 679.58 RESPONSIBLE ENGINEER: a / W � �. 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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' 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 � \� � �- � . 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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. DATE DESCRIPTION j 2}Test6uftonlocationshallhave�isibilityfor PCfi � VR � far th� �r�(]kSlf�'� F�Xt�I�`� o iestin an site.Consult facto far BBU TB PCB IiS$ Qplacement location. � Batiery Backup Terminal Block Photocell Button P��x`���il receptacle vert�cat���ss Hause Side Shield U Twist Lack t�y alhers ReFractlar � Photocail Optikons; r� O Photocell is a�ailab�e in 12p fhru A8[t vo7ls. � Fhptc�cell receptacic on7y Tds same cross 3� � r 24 a arms.Co��sult iacdory.Specify when ordering. y 22 - 22 � Fixture ardering Example: _ � zo � ' �n � �. a /� .,:''a.� �$ ��� , 18 :; F' � �'Ia��M � N �'�,,� 16 - . 16 D R A WN B Y: � � �RK1181PTIH5115�PSMF-Bf1201FGICY �a � � ��' � 14 w 12 �� � 12 CHECKED BY: � ' 0 10 �j " � 1 U ; f�r D A TE: � 1 2 3 4 5 � 7 8 9 $ � s � Fixture 1 Size 1 Mounting ! �pt'scs f B�Ilast 1 Iloltage ! Lens I Golpr ! iJptian � -. �z'-;=� g " BRK ! 20 1 PT F HS I 150PSMH ! 120 ! FG I CY 1 - _. i-{ '� � T� I PROJECT NUMBER: � 8rook5id� 20 Post 7Op Horiz4nt8� 150 N1Tt1 12�vpltS FrostF[6 Clay - 4 � I �� �� s Fixlure Type 5 Pulse S9art G92ss� 2 '� � � 2 I o h-leCal Halide ---. . . . � S y� p�} �I O. _ , Zj - -' � rr« :.`".. . . I I li l I V O �N Fixtr�re C)rdering Form; Fixture : ��w�$�+� gR�t��B��Y Baw�alpr B�K��$�C�a B�t�'�B�C�a ��tK�'�s�pr 8���8�',�'B LI G H TI N G D E TA I LS w� 1 2 3 4 5 � 7 8 9 9 9 Arm : B�zs cR�aa cRzsB �r�sa� BR13 w ' Fixture f Size i Mounting 1 Clptics 1 Lamp 1 lAoltage 1 Lens f Color f Option 1 Upt�an 1 CJption POI�*: P3[}n1-8° P4014B-10' P30250-14' P3fl20B-1B' zN C3ptians : rw�is-r�� w , I� LITeSrvlvl.r4 Llts',f�+►T/Iv'G� Q Z 1. BRK 1 I I ! 1 1 1 I } 1 � RnL:'lturty8r�ndsCampany^ (.�� Nete:�V7oc{rrcaGons folfre�xture and addrPior�al pa7e J�elghts are auaifabfe. 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 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. Ulilily Easement = ► (FL)Flowlne �Q F � A=16'09�6 �— � � � � � � � - � AMP�THEA7RE'��`�^��HOTEL � �.E. Drainage Eosement Centerline of Creek, =W B.L. Bu}din Line ---- F I � 'EXISTNC ' ' ' ' ' - BUN6lLON5D � •� 9 Swale,or Walerway � L=I03. 1� ,! I . ' . . GAS NELL�. . . . . . . �� R.O.W. Right-of-Woy �+ LC=N 26'31� I .w.os�s � ' C PARKIN ?� - S 83'07�25�B �.R. Deed Records �— Creek,Swoie,or V 3 8� COIAMERdi4. � Bo' GARAGE , ,� _ �� '' P.R. Plot Rerords � � Waterwny Embankment _ . .�,e. . . _ � EJNGALO` .34� N 09'P9'30' / � / ' % E� �,4 �- �' `, I��� �.� . .�.� .�.�.�.�. .�. sT� •��:;�� �� e R=P909.79� / M E 1•o " C RCIAL n . . . .� � � .. ��` � za� I .�ai�mr� d=b'f9'09' y'° � ' � c=sss.+s' w�_ + � COMMERCIAL`�� - � � �' � ��' � 65 I 5 s�5 � , �o�o", / y'i ,,�, TOWN nb •\ �II � LC=S 59'S7'40'8 „�� a.�� 0.60' . 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! W LI� p �; j�� 'M A.� � � � ' MAGUIRE exrxeu� � 'S P AeN 1 S H V 1 �A S �s� PARKING - ��-_��'''`� \�9— -/ --_ -- �� � C������AT� a W �', � T I E R E D �iDEN\ GARAGE z.�v =�.ttiz� C ' W I T H �e, � /� R=P751.79� � O � W A L L S� ss'� � �. 13�56� WbM`.MNO J � i ' '" r � i � N 1'�0' ��,N r e s.>n �,ss'.' 9' ' S' M W -10. �' / 13P. � �"'� REs�DENn �.,s T � --� _ ��4' LC=S 49' S0' W a q - o�� ,s.,, �{'�^v �-- -, r— �r-- —� to�.sz' G 4 �'�U' � \ / b �P;4�„ : �. ' ` u R=81 00' �s� � E4' SI' ;;��� '4�� p � / - 1.76' �,_ 6� M / - 05'0' � S � 3 . /�� lut l,BbYF 1 �m 1, «k S Wertlake u lake / � Wes�lake/SoNM1lake Pa�k PdAkbn No.] Yxk AJditim 5f / Vo1,3BB-21<,FgJB&A Vol e388-23<Paga 6A sr p.gT.GT. 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. �y,...-....�L � � � a,� � �`� ;'M �Y� `�� estlake Planning and Zoning Commission � � � .� �'�w-....�,r'"��- TYPE OF ACTION Regular Meeting - Action Item Monday, March 21, 2016 ToP�c: Conduct a Public Hearing and Consider a Recommendation of 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 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 northeast quadrant of the 85-acre Entrada development, near the proposed Amphitheater site (see attached site map). The Entrada Restaurant Row includes seven buildings totaling 27,351 square feet of restaurant space. The Page 1 of 4 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]atitude 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. �20) were ariginally 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. ATTACHMENTS 1. Existing PD Location Map and PD Site Plan Vicinity Map 2. Staff Report 3. PD Site Plan Submittal 4. Entrada Development Plan 5. Entrada Major Public Art Locations with Comments 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 PLANNING AND ZONING COMMISSION Date: 3/21/16 Request: Review and Recommendation of a Planned Development (PD) Site Plan Agenda Item: Conduct a Public Hearing and Consider a Recommendation of 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 Page4of8 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 for the areas shown as Block A and Block O on the Entrada Final Plat. 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 � � 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. 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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 \�. 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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. 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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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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. �y,...-....�L � � � a,� � �`� ;'M �Y� `�� estlake Planning and Zoning Commission � � � .� �'�w-....�,r'"��- TYPE OF ACTiON Regular Meeting - Action Item Monday, March 21, 2016 ToP�C: Conduct a Public Hearing and Consider a Recommendation Regarding 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. RECOMMENDATION Staff is recommending approval of this SUP 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 dedicated to the Town 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. Page 3 of 4 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. ATTACHMENTS 1. Estates of Quail Hollow Master Plan 2. Estates of Quail Hollow SUP Application 3. Estates of Quail Hollow Preliminary Plat Page 4 of 4 -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 . ', , � y� ��,t � s` t �,,+43` ���1�� �,. �'!Nl'+r'� ' .��' 4 -�- 1 ��".' �{�'"..� �.t ti1 .i�. .. . . � r �y�. ' .!� �i � ` � o � •t6 �,� � e r� � ' $ ^J� �. � a. r� �h T}�•���G ���5�����iY1R.�SL�.. .J�, �� � a�'C�'�'� �i L { ` �{ � ,�T � a' , + ° ;'4� - �� ' '��� � �-k '<,� 4 •^'a � �ek ..� � . r � . . � �� �� �. � . 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AI` _� Pl�flflE'i': SAGEGRQUP,II�C. ,� � + . �= � r�ia` ,�,�� ����fe�r�'� . F1a5erPlamiin} �. ��.l,+:�q"��� �•t m .�7»�@I� 1•�Y'��{�� Urban�es'ga � t. � . t � _� � f ��.,� ���i � � # � h Ar�eiWre ,��„� �. _ ".Q ¢�c � � n. � � � ; x LzndS[yieA Cnitedure �T�� " � ��,w y �' �'��h► � �� '�'�4��ai�,tN� �� ����:� ;`� �, v � ,,J i�X� :134'!.Canal Aie.,Ste.2(p � �� �'. �s�' ,� �' +�4�.y�, ` .''� 1 TEL8S7.2-2625 � n_.Sf�_ 1yd�� i�� g -i' � Sc�ilakc,Te�.s 75p42 .�� � �- �� �.k���-� �. ,�.. �' 18 FEB Ib 1��-zaa� � ���,��/j� � � ���� ���� ���� �C���'�� ��C� �� of uail Hr�1�aw � �� IN�st�iake, �exas � 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. ''��� ����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 �y,...-....�L � � � a,� � �`� ;'M �Y� `�� estlake Planning and Zoning Commission � � � .� �'�w-....�,r'"��- TYPE OF ACTION Regular Meeting - Action Item Monday, March 21, 2016 ToP[c: Conduct a Public Hearing and consider a Recommendation Regarding a Preliminary Plat for The Estates of Quail Hollow subdivision showing 92 residential lots that are all one-acre ar mare 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. S'rA�'F CoN'rAc'7': Jarrod Greenwood, Public Works Director/Assistant to the Town Manager Strate�ic Alignment Vision, Value, Mission Perspective Strategic Theme & Results Outcome Ob'ective Mission: Wcstlakc is a unique community blcnding 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- cffcctivc, &transparcnY. Strate�ic Initiative Outside the Scope of Identified Strategic Initiatives Time Line- Start Date: March 21, 2016 Completion Date: March 21, 2016 Funding Amount: N/A Status - � Not Funded Source -N/A EXECUTIVE SUMMARY (INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) A presentation showing a proposed 188.28-acre residential development, The Estates of Quail Hollow, was shown to the Planning and Zoning Commission at the February 15, 2016 regular meeting. 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 Page 1 of 3 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 the Preliminary Plat for Estates of Quail Hollow, 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 2 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 or 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. Thoroughfare Plan — The development will only tie into FM 1938, a Town arterial roadway. The traffic counts generated by this subdivision would not require modifications to FM 1938. Land Use Plan — Land Use is not changing and is consistent with the "Pastoral Community" designated recommendation in the Comprehensive Plan regarding Land Use. Open Space & Trail plan —The proposed development satisfies recommendations in the adopted 2015 Comprehensive Plan including: the view shed corridor; large lots; street alignment; and"The Trails Plan". Lot 28X will be dedicated as public open space/parkland that will be privately owned and privately maintained through the HOA. Parkland dedication —The dedication of one acre of Parkland is required for every thirty residential lots. This requirement will be satisfied with the final platting of PH 2 of the proposed development through dedication of Lot 28X, approximately 3 acres of land, on Dove Road near the Dove Road/Randol Mill intersection that could be used as a trailhead. Lot 28X will be dedicated as public open space/parkland that will be privately owned and privately maintained through the HOA. Right-of-way dedication —All required right-of-way dedications are included in the proposed Preliminary Plat and will be dedicated with the Final Platting of each phase of construction. This includes Right-of-Way for future widening of Dove Road or the addition of bicycle lanes alongside Dove Road. The proposed Preliminary Plat includes dedication of right-of-way for Randol Mill Road within the City of Southlake consistent with Southlake's right-of-way dedication requirements. Tree mitigation —Tree mitigation will be satisfied through the landscape requirements for residential construction and will be addressed at the time of each single family residential building permit. Public Infrastructure/Utilities/Drainage—The developer has proposed the following conditions for public infrastructure: L 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 Page 2 of 3 2. The proposed development may create pressure plane issues with water supply that will require the developer to submit additional engineering study to the Town engineer to determine the need for pressure reducing valves. 3. Detention evaluation has been provided to the Town engineer as part of the Preliminary Plat consideration and is currently being evaluated. The Town Engineer has not determined that detention is needed or required. Staff recommends adding a note to the Preliminary Plat that states: A Final Plat will not be filed until all staff drainage comments have been addressed. 4. Geotechnical Engineering Report on fill and recommendations for northern lake dam enhancement will be required by the Town prior to Final Plat approval. 5. The aerial electrical lines along FM 1938 will be buried. However, since the development will not be connecting to the developer will not be required to bury the electrical lines along Randol Mill. 6. Deotte Engineering Inc. will evaluate erosion issues along north dam and roadway but will not be the property owner's or developer's responsibility to mitigate. 7. Staff recommends adding a note to the Preliminary Plat that states: The Town will not be responsible for the integrity of either dam for any work performed within existing or proposed right-of-way. 8. Staff recommends the following note to be added to the Preliminary Plat: No easements will be allowed by separate 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. RECOMMENDATION Staff recommends approval of this Preliminary Plat. ATTACHMENTS Attachment A - Preliminary Plat for The Estates of Quail Hollow Attachment B—Dam Section for Quail Hollow Page 3 of 3 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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H��w�_�oc� E�ra rEs \ � � � % � ��� � ,-� - � / '� ' Q� � � 9 � 64.39' 160:56' � �� � � � � � � � � `�'"� � � � � ��� � � I� ' � � � � � � �1 � � C o , ��� � � i � �� � .� �� �, ,� ��� �_ ^� 1�-� � �� � _� � �, � , � �i,_�' / / � � V � �2y� -�� _ o N89 56 3� E 224.95' --��� i r'�i � � i � / � o � - �� � _ � � �� I- � / �`� �� � ----- LpT'" 1X, BI QCK $� c�� � 's � � � '` � �`I � ��'-- ��� � 1 � � � , � � � � = � � � � � � � �� l�.-00 ac. � , _ - ��;,� � � � s� � ��` SO 35'36"E � � � � � � � � - _ _ _ - " � 224.95' _ .� o — - � � � �, � '� - -- - -- ��- - -- - - � � � � � � "_ � � � � � � � �, � � 27 ' �`, V'�� ��� 298.52' -' 215.87' TOWN OF WESTLAKE �66.5s' � 289.34' 327.71' 126J6' � _ - , �'', �' L16 -�—_ �� � - �� �= �� �e � � 160.58 ' ' �' '� ," CITY �OF SOUTHLAKE � � � Sg9°56�32��W ZOS2.7S� I � � , , � � � � � ' , - � �� I � � . �� � � � , � � �, � � -- �� , _ _ - �' � - � \ �� ���� , � � � � , - � , � � _ - �� , _� - - _ %` � '� � � , � �� � �� � �� � � , � _ � i � / � � � � �� � � � , - � ' � � � �, , � � � � � � � � � � � � � � � � � �� � - � � � _ - _ � � � - - � i� � � � ' � � � �� . � , � � � , � � � � � � � , ' �LE `;_ � � - � � � � / � � i � � � � � � � � � � � � \ � � � � � � -- � �� � - � I � � � � T �, �ocK � _ _ � i � � � � � �� � auu�Ro � _ - � ; � � I �� � _ . �'4�UER0 ,A�TH R� - - � � �- � � � � � � � �� � � � � " _, - - - � � � � � � � � � � � � � - - � � � --- - ' ' � � � � �� RE � � '' _ � , , �- , � I � � ' � 4'f� R ED � � _ � � �' � � N0. 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 U � � � � � PROFILE SCALE o� HORIZ: 1" = 40' ~ �N N VERT: 1" = 4' �� � W � r � � � SECTION 1 SECTION 3 z�, n � � �� � � `� W� r � � 635 635 635 635 �� °° o �o O � � � c�� w Wo � � _.. a z � � zQx � � _ � � � � � � � � � � � W� � � � � �, — � i_ � � � o � � � � � I � x � „ � — � � � \� � �\ � � �� � � � v� � ] o � V � � � r �[, � � I ..;`-r r � � � �� . � I I \ � � � �' � ` � � � � �` � � 630 630 630 630 __ Q � � � � � �\ l �� � - -� � � � 0 20 40 80 ��� � _ \ �, � � \ �� � �� � _y_� � \ � � � � A �� �� � � \ \ \ \ �„ � A � � �) � � � �� � � � ( IN FEET ) , � , � , ,__ ��'�� � � � � � �� �� ' ,� ,� � � � i iNCH = 4o Fr 625 � . � . � . . 625 625 625 � , � � � , � , , � � � � � � � � �, W , � . . . . � � �,, -- - � . . . . �� � — � � ��, : —� - � � � . -- � � � � � . _ � . � � r� � ___ k. i � / T \ � \ ��� � • �2 � N � � �' , r � ��,� � — , _ . . . . � - , , . 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I I 1 , I I I 0+00 1 +00 2+00 0+00 1 +00 2+00 �y,...-....�L � � � a,� � �`� ;'M �Y� `�� estlake Planning and Zoning Commission � � � .� �'�w-....�,r'"��- TYPE OF ACTION Regular Meeting - Action Item Monday, March 21, 2016 ToP�c: Conduct a Public Hearing and Consider a Recommendation 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. S'rA��Co1v'rACT: 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 21, 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 get 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 7 within the PD District, as an alternative to going to the Board of Adjustment or other variance procedure. RECOMMENDATION Staff recommends approval of this PD Site Plan. ATTACHMENTS 1. PD Site Plan Page 2 of 7 FIDELITY CAMPUS SIGN PD SITE PLAN V�lestl��ce, I X PRI+tM1ARY�SECt?�JC]A.Rk`!C}��.4'IC7�J5 ` � •- � � — .' � � � 1... � ....n�rl,C]nrion 1} Ih , � � ,,* ..� ♦ � .� � r- �F�! .� �r k�,/ ti k � � . • � "'f<< �+ � � � ' . 1 �i i • ".� - a � � �.,.t� ' _ I • • � � � � �� ,4 .���- -�;� I';i riary(U�ivn 1) F � _ � �; � 4� � � } I� i+ _ S ;: '!� �,.;. ,rj. ft � ,� '.q �� �.-- -- - � � .. � � �- Seto<��ary. 4 _ '' ,I.- A`1 '� ..... :�G ���. ` ___ _! � . �. ., ��� � '"., �. . -it]a n•ity tii'�0[1!'.•[y�i i'7P FI6ETY �S('.I+F.L�atIC�f S�:Ch R�_'JIS-;SP:S:PHpf:7�54�Aa�-��L,;!p;5 Gensler Sll&hITTAL Gy�yvAY5lGlr- �.. . - - _=-.. ._- �,9.p i$,{:.,. �'_3`" i�Z _'- y,,,.,,y-��`..'�,.,r� . . 7�t y:i t%�� �r''�'�� �--. - '� 'Y�Y' �."'W lt' . 1� �' � ��� �-- � r�' ' � �,. � :#y� �� r �'�.��,4.sn�cyWa:, _ - ��L � �`�� i i __ - - .' . �- .� a"�--_. �� �� . � �_ _ -- - _.-_ �� 4 �•"' -s:t � �:..r r�.� _ L,YF �'�I ��,�'"'t' +'�*.. i,yM F�-: �p;` '��14R'}� ,�y.,•`, _ - ry',��i�, K 4 , ... . .-- ...�.' 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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 ��� Page4of7 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 5 of 7 Inspiration Imasges �., � .. � � + "�� '�?�'�ti � ' � ; ' � �'�,:�^��. ��'� .:,,;.. . .:'-.Y!t'_ . ':J Journey :�-;�r,t,_;.. l'. ;; - �; . — _+� - - . . � .... ._�.'.om=?e��neFa�n --------- ------------- � �� - �.,� - - � � J � Gensler NOVEMBER02,2�15 �`,g,F►�r���fy Page 6 of 7 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 7 of 7 Planning and Zoning Item # 13 — Adjournment Regular Session Back up material has not been provided for this item.