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Home My WebLink About05-18-20 TC Agenda Packet TOWN OF WESTLAKE TOWN BOARD MEETING AGENDA 1500 SOLANA BLVD, BUILDING 7, SUITE 7100, WESTLAKE, TX 76262 May 18, 2020 , � r r o w � v r Regular session will immediately follow the Special Session W ESTLAKE 5:00 PM VIA VIRTUAL MEETING In accordance with Order of the Office of the Governor issued March 16, 2020 and March 19, 2020, the Town Board of the Town of Westlake will conduct this virtual meeting at 5:00 p.m. on Monday, May 18, 2020 by telephone conference in order to advance the public health goal of limiting face-to- face meetings (also called "social distancing") to slow the spread of the Coronavirus (COVID-19). There will be no public access to the physical location described above. A recording of the telephonic meeting will be made and will be available to the public in accordance with the Open Meetings Act. Instructions for public participation in the meeting by video conference and telephonic conference are as follows: Bv Video• https://bit.ly/westlaketowncouncil Webinar ID#861 6241 4345 Password: pzwestlake Bv Telephone: Local: (817) 916-8035 Conference ID: 4300941# Toll Free: (800) 309-2350 Conference ID: 4300941# l/ision Statement An oasis of natural beauty that maintains our open s,oaces in balance with distinctive deve%pment, trails, and quality of/ife amenities amidst an ever expanding urban landscape. Special Session 1. CALL TO ORDER 2. A PROCLAMATION HONORING MR. MICHAEL BARRETT FOR HIS SERVICE TO THE TOWN OF WESTLAKE AS AN ELECTED OFFICIAL. 3. ADMINISTER THE OATH OF OFFICE TO NEWLY ELECTED OFFICIALS. 4. DISCUSSION AND CONSIDERATION TO ELECT A MAYOR PRO TEMPORE. 5. AD]OURNMENT Reuular Session 1. CALL TO ORDER 2. CITIZENS COMMENTS: This is an opportunity for citizens to address the Town Council on any matter whether or not it is posted on the agenda. For those joining by videoconference: Any person desiring to make a public comment using a Windows computer must first press the '�Raise Hand" button on the screen. Alternatively, the AIt+Y keyboard shortcut may be used to raise or lower their hand. Any person desiring to make a public comment using a Mac computer must first press the��Raise Hand" button on the screen. Alternatively, the Option+Y keyboard shortcut may be used to raise or lower their hand. For those joining by teleconference: Any person desiring to make a public comment must first press star-five (*5) on their telephone keypad to '�Raise their hand"to speak. Citizens will be placed in a queue based on the order the hands were raised. The presiding ofFicer will recognize callers based on the order of the queue, where they will be asked to state their name and address. Individual citizen comments are normally limited to three (3) minutes; however, time limits can be adjusted by the presiding officer. The presiding officer may ask the citizen to hold their comment on an agenda item if the item is posted as a Public Hearing. The Council cannot by law take action nor have any discussion or deliberations on any presentation made to the Council at this time concerning an item not listed on the agenda. The Council will receive the information, ask staff to review the matter, or an item may be noticed on a future agenda for deliberation or action. 3. ITEMS OF COMMUNITY INTEREST: Mayor and Council Reports on Items of Community Interest pursuant to Texas Government Code Section 551.0415 the Town Council may report on the following items: (1) expression of thanks, congratulations or condolences; (2) information about holiday schedules; (3) recognition of individuals; (4) reminders about upcoming Town Council events; (5) information about community events; and (6) announcements involving imminent threat to public health and safety. 4. CONSENT AGENDA: All items listed below are considered routine by the Town Council and will be enacted with one motion. There will be no separate discussion of items unless a Board Member or citizen so requests, in which event the item will be removed from the general order of business and considered in its normal sequence. a. A Proclamation of the Town of Westlake, designating May 3-9, 2020 as National Correctional Officers Week. b. Consider approval of Resolution 20-13, authorizing a Declaration of Local Disaster Due to Public Health Emergency for the Town of Westlake, Texas. c. Consider approval of Resolution 20-14, authorizing the Town Manager to enter into an Inter Local Cooperative Purchasing Agreement with Denton County for cooperative purchasing. 5. CONDUCT A PUBLIC HEARING AND CONSIDER RESOLUTION 20-15,APPROVING A REPLAT OF BLOCK D, WESTLAKE ENTRADA ADDITION. 6. CONDUCT A PUBLIC HEARING AND CONSIDER ORDINANCE 908, APPROVING PROPOSED AMENDMENTS TO ORDINANCE 703 APPROVING THE PD1-2 ZONING DISTRICT, KNOWN AS ��WESTLAKE ENTRADA" LOCATED NORTH OF SOLANA BLVD., EAST OF DAVIS BLVD., AND SOUTH OF STATE HIGHWAY 114. 7. CONDUCT A PUBLIC HEARING AND CONSIDER ORDINANCE 909, APPROVING A SITE PLAN FOR AN APPROXIMATELY 2.83-ACRE PORTION OF THE PD1-2 ZONING DISTRICT, ESTABLISHED BY ORDINANCE 703, FOR THE PROPERTY GENERALLY LOCATED SOUTH OF STATE HIGHWAY 114, EAST OF DAVIS BLVD., AND NORTH OF SOLANA BLVD., COMMONLY KNOWN AS WESTLAKE ENTRADA. THE AREA ON THIS PD SITE PLAN IS COMMONLY REFERRED TO AS BLOCK P, GENERALLY LOCATED WEST OF THE INTERSECTION OF ARAGON DRIVE AND ANDORRA DRIVE. 8. CONDUCT A PUBLIC HEARING AND CONSIDER ORDINANCE 910, APPROVING A SPECIFIC USE PERMIT (SUP) TO ALLOW FOR A PRIVATE SPORTING CLUB TO BE LOCATED IN AN APPROXIMATELY 2.31-ACRE PORTION OF BLOCK P, WESTLAKE ENTRADA, LOCATED BETWEEN GIRONA DRIVE AND ROSES DRIVE. 9. CONSIDER APPROVAL OF RESOLUTION 20-16, APPROVING A SECOND AMENDMENT TO THE KNOLLS AT SOLANA AGREEMENT FOR SUBDIVISION IMPROVEMENTS. 10. EXECUTIVE SESSION The Council will conduct a closed session pursuant to Texas Government Code, annotated, Chapter 551, Subchapter D for the following: a. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1) for the following: - Entrada - Front 44 b. Section 551.071(2) — Consultation with Town Attorney on a matter in which the duty of the attorney to the governmental body under the Texas Disciplinary Rules of Professional Conduct of the State Bar of Texas clearly conflicts with this chapter: Resolution No. 00-19, a Contract with Hillwood Development Corporation Concerning the Design Engineering and Construction of the West Side Pump Station and the Dove Road Waterline. c. Section 551.071 Consultation with Attorney - to seek advice of counsel regarding Grenada Homeowners' Association matters. 11. RECONVENE COUNCIL MEETING. 12. TAKE ANY ACTION, IF NEEDED, FROM EXECUTIVE SESSION ITEMS. 13. BOARD RECAP/STAFF DIRECTION 14. FUTURE AGENDA ITEMS: Any Councilmember may request at a workshop and / or Council meeting, under��Future Agenda Item Requests", an agenda item for a future Council meeting. The Council Member making the request will contact the Superintendent with the requested item and the Town Manager will list it on the agenda. At the meeting, the requesting Board Member will explain the item, the need for Board discussion of the item, the item's relationship to the Council's strategic priorities, and the amount of estimated staff time necessary to prepare for Council discussion. If the requesting Councilmember receives a second, the Town Manager will place the item on the Council agenda calendar allowing for adequate time for staff preparation on the agenda item. 15. AD)OURNMENT ANY ITEM ON THIS POSTED AGENDA COULD BE DISCUSSED IN EXECUTIVE SESSION AS LONG AS IT IS WITHIN ONE OF THE PERMIITED CATEGORIES UNDER SECTIONS 551.071 THROUGH 551.076 AND SECTION 551.087 OF THE TEXAS GOVERNMENT CODE. CERTIFICATION I certify that the above notice was posted at the Town Hall of the Town of Westlake, 1500 Solana Blvd., Building 7, Suite 7100, Westlake, TX 76262, May 15, 2020, by 5:00 p.m. under the Open Meetings Act, Chapter 551 of the Texas Government Code. Todd Wood, Town Secretary If you plan to attend this public meeting and have a disability that requires special needs or translation services, please advise the Town Secretary 48 hours in advance at 817-490-5711 and reasonable accommodations will be made to assist you. Town Cou nci I Item # 2 — Citizens Comments CITIZENS COMMENTS: This is an opportunity for citizens to address the Town Council on any matter whether or not it is posted on the agenda. For those joining by videoconference: Any person desiring to make a public comment using a Windows computer must first press the "Raise Hand" button on the screen. Alternatively, the AIt+Y keyboard shortcut may be used to raise or lower their hand. Any person desiring to make a public comment using a Mac computer must first press the'�Raise Hand" button on the screen. Alternatively, the Option+Y keyboard shortcut may be used to raise or lower their hand. For those joining by teleconference: Any person desiring to make a public comment must first press star-five (*5) on their telephone keypad to '�Raise their hand"to speak. Citizens will be placed in a queue based on the order the hands were raised. The presiding officer will recognize callers based on the order of the queue, where they will be asked to state their name and address. Individual citizen comments are normally limited to three (3) minutes; however, time limits can be adjusted by the presiding officer. The presiding officer may ask the citizen to hold their comment on an agenda item if the item is posted as a Public Hearing. The Council cannot by law take action nor have any discussion or deliberations on any presentation made to the Council at this time concerning an item not listed on the agenda. The Council will receive the information, ask staff to review the matter, or an item may be noticed on a future agenda for deliberation or action. ITEMS OF COMMUNITY INTEREST: Mayor and Council Reports Town Cou nci I on Items of Community Interest pursuant to Texas Government Code Section 551.0415 the Town Council may report on the following items: (1) expression of thanks, congratulations or condolences; (2) information about holiday schedules; (3) recognition of individuals; (4) reminders about upcoming Town Item # 3 — Items of Council events; (5) information about community events; and (6) announcements involving imminent threat to public health and Community Interest safety. ✓ Town Council Work Session/Meeting (P/ease check website for agenda with te%conferencing information) Monday, May 18, 2020; 5:00 pm* via Teleconference ✓ Canceled -Westlake Academy Teacher of the Year Award &Reception Wednesday, May 20, 2020; Announcement of finalists& winner will be made soon-check our WA website/ ✓ Westlake Municipal Offices&Academy CLOSED for Memorial Day Friday, Monday, May 25, 2020 -There wil/be NO interruption to trash and recyding services on this ho/iday. Co/%ctions wi//occur on the normal Friday schedu/e. ✓ Westlake Academy Commencement Ceremony Thursday, May 28, 2020; 7:00 pm (date&time change) Texas Motor Speedway, Infield/Pit area -Thank you to the extraordinary staff at Texas Motor Speedway for working with WA Academy personnel to provide a unique and public hea/th approved in person graduation experience for our Class of 2020, also al/owing family& friends to safely attend.Additional/y, the ceremony wi/l be streamed/ive and the/ink wi/l fo/%w soon. ✓ Westlake Academy—Last Day of School Friday, May 29, 2020; Parents&students.•Please watch for more information about c%sing out our 2019-20 academic year. ✓ Coffee&Conversation with the Mayor/School Board President -Watch for future notices about our next Facebook Live Coffee with the Mayor;First Monday of the month dates temporari/y suspended but check out our Town of West/ake Facebook for pre�ious Live Coffees ✓ Board of Trustees Work Session/Meeting (P/ease check website for agenda&schedu/ing during this time) Monday,June 8, 2020* Westlake Town Hall, Solana Terrace-BIdg.7, Suite 7100-Council Chambers OR via Teleconferencing ✓ Planning &Zoning Work Session/Meeting (P/ease check website for agenda&schedu/ing during this timeJ Monday,June 15, 2020* Westlake Town Hall, Solana Terrace-BIdg.7, Suite 7100 - Council Chambers OR via Teleconferencing ✓ Town Council Work Session/Meeting (P/ease check website for agenda&schedu/ing during this time) Monday,June 22, 2020* Westlake Town Hall, Solana Terrace-BIdg.7, Suite 7100 - Council Chambers OR via Teleconferencing *For meetinp a4endas and detai/s on W,4 ca/endar events or Municipa/calendar events,p/ease visit the West/ake Academy website or the Town of West/ake website for further assistance, Town Cou nci I Item # 4 — Consent Agenda CONSENT AGENDA: All items listed below are considered routine by the Town Council and will be enacted with one motion. There will be no separate discussion of items unless a Board Member or citizen so requests, in which event the item will be removed from the general order of business and considered in its normal sequence. a. A Proclamation of the Town of Westlake, designating May 3-9, 2020 as National Correctional Officers Week. b. Consider approval of Resolution 20-13, authorizing a Declaration of Local Disaster Due to Public Health Emergency for the Town of Westlake, Texas. c. Consider approval of Resolution 20-14, authorizing the Town Manager to enter into and enter into an Inter Local Cooperative Purchasing Agreement with Denton County for cooperative purchasing. �o�wn o 1�Vestla�e T � E TOWN oF �roclamation WESTLAKE WHEREAS: Americans are served every single day by Correctional Officers in facilities at the federal, state, county and local levels; and WHEREAS: Correctional Officers accept the dangerous tasks associated to ensure the custody, safety, and well-being of inmates in this country's prisons and jails; and WHEREAS: Correctional Officers maintain the safety of the general public by providing essential security services in our correctional facilities; and WHEREAS: Correctional Officers risk their lives each day in service to others, demonstrating professionalism, integrity, dedication, and courage; and WHEREAS: The Town of Westlake recognizes the dedication and talents of Correctional Officers around the country, as well as the importance of the services they render at all levels in service to our nation; and WHEREAS: I, Laura Wheat, Mayor of the Town of Westlake, do hereby announce and proclaim to all citizens and set seal hereto, that May 3-9, 2020 as NationaC Corre c tionaC Offic ers 1�e e� in the Town of Westlake, Texas, and call upon the citizens to recognize and express their appreciation for the vital contributions made daily by these public servants who work tirelessly on behalf of all Americans. IN WITNESS THEREOF, I have hereunto set my hand and caused the official seal of the Town of Westlake, Texas to be affixed this 18rh day of May, 2020. Laura Wheat, Mayor WESTLAKE TOWN COUNCIL T H E T 0 W N U F TYPE OF ACTION W E S T L A K E Regular Meeting - Consent Monday, May 18, 2020 ToP�c: Consider a Resolution authorizing a Declaration of Local Disaster Due to Public Health Emergency for the Town of Westlake, Texas. STAFF CONTACT: Noah Simon, Deputy Town Manager Strategic Alignment � � � � � . � . . , : ' • � � Mission:Westlake is a unique community blending preservation of our natural environment and viewscapes, Exemplary Service & Governance - while serving our residents Municipal& We set the standard by delivering Preserve Desirability and businesess with superior Academic unparalleled municipal and &Quality of Life municipal and academic Operations educational services at the lowest cost. services that are accessible, efficient,cost-effective,& trans arent. . , Outside the Scope of Identified Strategic Initiatives Time Line- Start Date: May 18, 2020 Completion Date: Funding Amount: N/A Status - N/A Source -N/A Contract: No Forms: N/A EXECUTIVE SUMMARY (INCLUDING APPLICABLE ORGANIZATIONAL HiSTORY) On March 13, 2020, Governor Greg Abbott issued a State of Disaster for all Texas counties due to the COVID-19 pandemic. Tarrant County Judge Glen Whitley and Denton County Judge Andy Eads issued a Declaration of Local Disaster Due to Public Health Emergency for Tarrant and Denton Counties due to COVID-19 on March 13, 2020. As a result of the COVID-19 pandemic, it is recommended that the Town of Westlake formally declare a Local Disaster Due to Public Health Emergency in the interest of protecting the health and safety of the public. Page 1 of 2 STAFF RECOMMENDATIONS Staff recommends approval. ATTACHMENTS Resolution Page 2 of 2 TOWN OF WESTLAKE RESOLUTION NO. 20-13 A RESOLUTION OF THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS, DECLARING A DISASTER DUE TO A PUBLIC HEALTH EMERGENCY IN THE TOWN OF WESTLAKE, TEXAS. WHEREAS, on January 30, 2020, the Warld Health Organization Director General declared the outbreak of COVID-19 as a Public Health Emergency of International Concern and advised countries to prepare for containment, including active surveillance, early detection, isolation and case management, contact tracing, and prevention of onward spread of the disease; and WHEREAS, the symptoms of COVID-19 include fever, cough, and shortness of breath, and outcomes have ranged from mild to severe illness and in some cases death; and WHEREAS,COVID-19 spreads between people who are in close contact with one another through respiratory droplets produced when an infected person coughs or sneezes; and WHEREAS, continuous spread of the disease presents an imminent threat of widespread illness or loss of life resulting from a global pandemic and other public calamity resulting therefrom, which requires emergency action; and WHEREAS, Governor Greg Abbott issued a State of Disaster for all Texas counties for COVID-19 on March 13, 2020; and WHEREAS, County Judge Glen Whitley issued a Declaration of Local Disaster Due to Public Health Emergency for Tarrant County for COVID-19 on March 13, 2020 and Judge Andy Eads issued a Declaration of Local Disaster Due to Public Health Emergency for Denton County for COVID-19 on March 13, 2020, and the Town will adhere to the recommendations as set forth in accordance with the Tarrant and Denton County declarations; and WHEREAS, the Mayor of the Town of Westlake has determined that due to the global outbreak of COVID-19, extraordinary measures must be taken to prevent and to alleviate the suffering of the people of Westlake and to protect the public health and safety. NOW THEREFORE, BE IT RESOLVED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS: SECTION 1: That a local state of disaster for public health emergency is hereby declared for the Town of Westlake, Texas,pursuant to Section 418.108(a) of the Texas Government Code. Resolution 20-13 Page 1 of 2 SECTION 2: That this declaration of local disaster shall be in effect until the Tarrant and Denton County orders expire,unless earlier terminated by the Town Council, or may be continued or extended as deemed necessary by the Town Council of the Town of Westlake, Texas. SECTION 3: Pursuant to Section 418.108(d) of the Texas Government Code this declaration of a local state of disaster activates the Town of Westlake's participation in the Tarrant County Emergency Plan. SECTION 4: That this declaration of local disaster shall be filed promptly with the Town Secretary and shall be given prompt and general publicity. SECTION 4: If any portion of this Resolution shall, for any reason, be declared invalid by any court of competent jurisdiction, such invalidity shall not affect the remaining provisions hereof and the Council hereby determines that it would have adopted this Resolution without the invalid provision. SECTION 5: That this Resolution shall take effect immediately from and after its issuance. PASSED AND APPROVED ON THIS 18t" DAY OF MAY 2020. ATTEST: Laura Wheat, Mayor Todd Wood, Town Secretary Amanda DeGan, Town Manager APPROVED AS TO FORM: L. Stanton Lowry, Town Attorney Resolution 20-13 Page 2 of 2 Westlake Town Council TYPE OF ACTION T x E r o w N o F WESTLAKE Regular Meeting - Consent o�sr�Nor�uE av oEs�cN Westlake Town Council Meeting Monday, May 18, 2020 ToPrc: Consider a Resolution that authorizes the Town Manager enter into an Inter Local Cooperative Purchasing Agreement with Denton County for cooperative purchasing. STAFF CONTACT: Jarrod Greenwood, Assistant Town Manager Strategic Alignment i � � . , . ., � . . � � - 1 � Exemplary Service & Governance - Maximize Fiscal Responsibility Fiscal Stewardship we set the standard by delivering Efficiencies& unparalleled municipal and educational services at the lowest cost. Effectiveness Time Line- Start Date: May 18, 2020 Completion Date: N/A Funding Amount: N/A Status - N/A Source-N/A Contract: Yes Forms: N/A EXECUTIVE SUMMARY(INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) The proposed Inter Local Cooperative Purchasing Agreement with Denton County will provide both entities with cooperative purchasing that leverages favorable pricing for products and services that were secured through the competitive bidding process. The proposed Purchasing Agreement does not include any funding or budget amendments, nor does it create any financial obligation of the Town. Any contracts secured through the Purchasing Agreement will still be brought to Council for consideration. Page 1 of 2 RECOM M ENDATION Staff recommends approval of the Westlake-Denton County Inter Local Purchasing Agreement. ATTACHMENTS Resolution with E�ibit "A" Page 2 of 2 EXHIBIT A INTERLOCAL COOPERATIVE PURCHASING AGREEMENT BETWEEN THE TOWN OF WESTLAKE AND DENTON COUNTY, TEXAS STATE OF TEXAS COUNTY OF DENTON THIS AGREEMENT is made on the day of , 2020, between the Denton County, and the Town of Westlake; jointly referred to herein as "parties". WHEREAS, the respective parties are authorized by the Interlocal Cooperation Act, V.T.C.A. Government Code, Chapter 791, to enter into joint contracts and agreements for the performance of governmental functions and seroices including administrative functions normally associated with the operation of government such as purchasing of necessary materials and supplies; WHEREAS, it is the desire of the aforesaid parties to comply with and further the policies and purpose of the Interlocal Cooperation Act; WHEREAS, the parties cannot normally obtain the best possible purchase price for materials and supplies acting individually and without cooperation; and WHEREAS, it is deemed in the best interest of all parties that said governments do enter into a mutually satisfactory agreement for the purchase of certain materials and supplies; WHEREAS, the parties, in performing governmental functions or in paying for the performance of governmental functions hereunder shall make that performance or those payments from current revenues legally available to that party; NOW, THEREFORE, the parties hereto, in consideration of the mutual covenants and conditions contained herein and pursuant to the authority permitted under the Interlocal Cooperation Act,promise and agree as follows: I. Purpose The purpose of this Agreement is to authorize the parties' mutual participation in various contracts for the purchase of various goods and services. Participation in this cooperative program will be highly beneficial to the taxpayers of the participating parties through anticipated savings to be realized. Page 1 of 3 II. Duration of Agreement This Agreement shall be in effect from the date of execution until terminated by either party to the agreement. III. Relationship of Parties It is agreed that the parties, in receiving products and/or services specified in this agreement, shall act as an independent purchaser and shall have control of its needs and the manner in which they are acquired. Neither party is an agent, employee or joint enterprise of the other, and each party is responsible for its own actions, forbearance, negligence and deeds, and for those of its agents or employees, in conjunction with the utilization and/or cooperative solicitation of any Supplier Agreement obtained in accordance with Texas law. Parties shall notify all participating entities of available contracts to include terms of contract, commodity cost, contact names and addresses, and shall keep participating parties informed of all changes to the Cooperative Purchasing list of contracts. Nothing in this agreement shall prevent any participating party from accepting and awarding bids for commodities subject to this agreement individually and in its own behalf. Purchasing Agent is hereby designated as the official representative to act for Denton County in all matters relating to this agreement. is hereby designated as the official representative to act for the Town of Westlake in all matters relating to this agreement. IV. Purchase of Goods and Services All products and services shall be procured in accordance with procedures governing competitive bids and competitive proposals. The parties will be able to purchase from those contracts established by the other where notice has been given in the specifications and successful bidder has accepted terms for Cooperative Purchasing Agreements for local governments. The parties hereto agree that the ordering of products and services through this agreement shall be their individual responsibility and that the successful bidder or bidders shall bill each party directly, or as deemed advantageous to both parties. Page 2 of 3 The parties agree to pay successful bidders or anticipating governments directly for all products or services received from current revenues available for such purchase. Each party shall be liable to the successful bidder only for products and services ordered by and received by it, and shall not by the execution of this agreement assume any additional liability. Parties do not warrant and are not responsible for the quality or delivery of products or services from successful bidder. The participating parties shall receive all warranties provided by successful bidder for the products or services purchased. In the event that any dispute arises between individual parties and a successful bidder, the same shall be handled by and between the participating party's governmental body and the bidder. IN WITNESS WHEREOF, the parties hereto have caused this agreement to be executed by their authorized officers thereon the day and the year first above written. DENTON COUNTY, TEXAS By: Andy Eads By: Denton County Judge TOWN OF WESTLAKE Acting on behalf of and by authority of the Denton County Commissioners Court Approved as to content: Director of Purchasing Approved as to form: Assistant District Attorney Page 3 of 3 TOWN OF WESTLAKE RESOLUTION NO. 20-14 A RESOLUTION OF THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS, AUTHORIZING THE TOWN MANAGER TO ENTER INTO AN INTER LOCAL COOPERATIVE PURCHASING AGREEMENT WITH DENTON COUNTY, TEXAS FOR COOPERATIVE PURCHASING. WHEREAS, Denton County and Westlake are both governmental entities engaged in the purchase of goods and services, which is a recognized governmental function; and, WHEREAS, Denton County and Westlake wish to enter into this Agreement pursuant to Chapter 791 of the Texas Government Code (hereinafter "Interlocal Cooperation Act") to set forth the terms and conditions upon which Denton County and Westlake may purchase various goods and services commonly utilized by each party; and, WHEREAS, the Town Council finds that the passage of this Resolution is in the best interest of the citizens of Westlake. NOW, THEREFORE, BE IT RESOLVED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS: SECTION 1: That, all matters stated in the Recitals hereinabove are found to be true and correct and are incorporated herein by reference as if copied in their entirety SECTION 2: That the Town of Westlake Town Council does hereby authorize the Town Manager to enter into the Inter Local Cooperative Purchasing Agreement,attached as Exhibit"A". SECTION 3: If any portion of this Resolution shall, for any reason, be declared invalid by any court of competent jurisdiction, such invalidity shall not affect the remaining provisions hereof and the Council hereby determines that it would have adopted this Resolution without the invalid provision. Resolution 20-14 Page 1 of 2 SECTION 4: That this resolution shall become effective from and after its date of passage. PASSED AND APPROVED ON THIS 18TH DAY OF MAY 2020. ATTEST: Laura L. Wheat, Mayor Todd Wood, Town Secretary Amanda DeGan, Town Manager APPROVED AS TO FORM: L. Stanton Lowry, Town Attorney Resolution 20-14 Page 2 of 2 WESTLAKE TOWN COUNCIL T H E T 0 W N U F TYPE OF ACTION W E S T L A K E Regular Meeting - Action Item Monday, May 18, 2020 ToPIC: Conduct a public hearing and consider a resolution approving a replat of Block D, Westlake Entrada Addition STAFF CONTACT: Ron Ruthven, Planning and Development Director Strategic Alignment � � � � � . � . . , : ' • � � High Quality Planning, Design & Planned/Responsible Citizen, Student& Development-We are a desirable well preserve Desirability Development Stakeholder P�anned,high-quality communiry that &Quality of Life is distinguished by exemplary design standards. � Outside the Scope of Identified Strategic Initiatives Time Line - Start Date: May 11, 2020 Completion Date: May 18, 2020 Funding Amount: N/A Status - N/A Source -N/A Contract: No Forms: N/A EXECUTIVE SUMMARY (INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) AMR Westlake Villas, LLC, on behalf of MRW Investors, LLC, property owner, is requesting a replat of Block D, Westlake Entrada in order to subdivide the block into ten single family residential lots for the purpose of constructing villas. The lot layout is consistent with both the current Entrada development plan and the proposed amendment to the development plan on this agenda. However, approval of a site plan is required prior to issuance of any building permits on the proposed lots. Page 1 of 2 PLANNING AND ZONING COMMISSION RECOMMENDATION The Planning and Zoning Commission voted to recommend approval of this item on May 11,2020 by a(5-0) vote. STAFF RECOMMENDATIONS AND SUMMARY The proposed replat complies with the Entrada development plan and zoning. Final approval of a site plan is required prior to issuance of building permits. Staff recommends approval. ATTACHMENTS 1. Entrada, Block D Replat 2. Proposed Resolution Page 2 of 2 � � �� \ i� � � � \ �' \ i�\ - , �i �, � � � / � � > n � i� �� , � � _ � - � � � � � � � �� \ � � \ /� LOT 5X, BLOCK P � � � �/ � � \ (V�R�qB�E � WESTLAKE ENTRADA � �� 1 / LEGEND � \ (I�ST Np WIpTN R. , � / (INST. N0. D218140387) � � / � / � 7� � p2�8' O H,� � � // � LOT 1, BLOCK R CF CROW'S FOOT CUT IN CONCRETE l � / � � �'P•R•T,�T 4�38�� i �� / �� / � CIRF 1/2-INCH CAPPED IRON ROD o �.i � � �\ \�RO �' � � � l � � � _ _ �� f � � / WITH "BGE" CAPFOUND a � � IV�\ � // � XF X CUT IN CONCRETE FOUND � LOT 6X / �� \ � � ;,,� / �/ / i / XS "X" CUT IN CONCRETE SET Q � � � XF � \� � - � � J� 0 2o ao so C.M. CONTROLLING MONUMENT ��4 � � / /� � // LOT 18X 9\ \ S ,�•27�2 N \ �� / SCALE: 1" - 40 D.E. DRAINAGE EASEMENT i � , � � � � � Q» "� \ � � _ � ESMT. EASEMENT � � "P" Et�--IAI�Ot�IICR�TE i / � EX. EXISTING D TON ou rY � 7.5' WATER, TRI-COUNTY, � � �\ � �5,28, STATE PLANE GRID CO RDINATES: ��/ INST. INSTRUMENT T R c u ry LIGHTING, ATMOS, � � � / / � N: 7,045,175.08 � I.R.F. IRON ROD FOUND So � � & DUCT BANK ESMT. � I �- E: 2,373,955.72/ / � � � NO. NUMBER �� BLVD I (INST. N0. D218140387) ( I ��.R�T.C�T. � � W.M.L.I.E. WALL MAINTENANCE, LIGHTING & 1 - _ - � \� � � o/�^1 � IRRIGATION EASEMENT �� I 7 N �� p� � O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS OF F I I � � ' DRAINAGE EASEMENT / �Q'�^��. // TARRANT COUNTY TEXAS ; � P.R.T.C.T. PLAT RECORDS OF TARRANT m OVE ROAD (V (INST. N0. D218140387) XS `l� G' / I LOT 17 � / O.P.R.T.C.T � � COUNTY TEXAS �, C ' � ' I �/ ��,�" �. �� / LOT 5, BLOCK K 12' p �� P �'� �> > LOT 5 �2' � PG. PAGE Q � - - � _ _ ^ q�� `P�� (INSTR NO.SD2E8140387) P.O.B. POINT OF BEGINNING � � � � • ` � > O.P.R.T.C.T. R.O.W. RIGHT OF WAY / / / � 'N d� I � ^ � � � �r SL. SLIDE I / / � N� / ^ / �DRAINAGE EASEMENT �� ♦^ / O LOT 16 ' � LOT 2XR / h�� / (INST. N0. D218140387) //` / � VOL. VOLUME Qv♦ Z � / '� // O.P.R.T.C.T. , /� ' � SQ. FT. SQUARE FEET � I � / Q' S.S.S. SANITARY SEWER EASEMENT VICINITY MAP J / 6' WA�� MAINTANANCE � 3' � � J � � / � � � � W.M.E. WATER MAINTENANCE EASEMENT J I EASEMENT I D � /� / � � \ (Not to Scale) �I (INST. N0. D218140387) 3, O � �, � � I � � I O.P.R.T.C.T. � � / ,O� � � / � / � � � � � PROPERTY LINE IO I I ' � // '�^L � �/ � / / � � \ EASEMENT LINE U � _ _ � - - ' / / �� '`�� / � � / � \ �w SET BACK LINE ! � I // � _J / / � \ � ABSTRACT LINE � � I LOT 15 / � / �O / / / / � ` \ � �' � WESTLAKE ENTRADA � I / /� � / � � \ ��N �� (INST. N0. D218140387) � I / XS i / 4.1' DUCT BaNK � � � /3 � �� (INST. N0. D218140387) \ I LOT 2XR I � \ I �- / O.P.R.T.C.T. \ o Q' / 15' DRAINAGE EASEMENT I \ \ -I �ry ti o / (INST. N0. D218140387) � ' / � � I DRAINAGE � L12� � \ I _ �� O.P.R.T.C.T. L5 � ' � �� 'I I \ SEE INSET \ EASEMENT I 6' W.M.L.I.E. � � � �4 S 88'32 53 71 I � � FOR DIMENSIONS (BY THIS PLAT) (ABANDONED BY THIS PLAT)� .� XF 6/.M.L.I.E. � J I I � \ I � � 32.49' (HATCHED AREA ONLY) � � J � U L� L2 (BY THIS PLAT) XS \ TRI-COUNTY EASEMENT ` 6' W.M.L.I.E. r � _ L14 _ _ - 4 32, � \ 'I XF \ � � / � � \� (INST. N0. D218140387) (BY THIS PLAT) � � �/ � O.P.R.T.C.T. � I I I EASEMENT � �� I � � \ LOT 14 `1 j I (gY THIS PLAT) ' �� - ' � / � ^ � I N i i'i3'45" E -f- _ __ \I �� \ � � ,� GENERAL NOTES: � � � � 69.23' � � ,;• �� \ � DRAINAGE EASEMENT \ � � '� / \ � � ( \ � � � � ' CIRF � (INST. N0. D218140387) � - LOT 10 1. Basis of bearing, horizontal and vertical position derived from the Texas WDS RTK Network-Texas State Plane Coordinate \ \ � � � � � ��% � ` s 3�33, CIRF � � O.P.R.T.C.T. � / System, NAD83, North Central Zone (4202). \ �� /�'� �� S4 CS ��- LOT 4, BLOCK K \ \ \ \ LOT 10 �, F, �' � � � 2. Coordinates shown are Texas State Plane Coordinate System, North Central Zone, North American Datum of 1983 on grid �\ � �� \ N 23'32 55 W \ 18.06' ' CF FOUND \ \ � � coordinate values, no scale and no projection as derived from the Town of Westlake GPS Monument Numbers 1 and 10. �oT �3 �� \ 12.99\ \ � OD ,�� .oj, �� M � �.� WESTLAKE ENTRADA � � � / ` 1 \�� ,�� \ ��,� ��p:� _ � �o � �� (INST. NO�D218140387) � \ �� / / 3. No Floodplain exists on this site. ( � �. tf � sr � LOT 9 � � -� � \ \ � � �L � � \ `��SS1�R\ 1,�� s� � �� - - - - � � � 4. Selling a portion of this property by metes and bounds is a violation of the Town Ordinance and State Law and is subject to � � � �T 12 \ \ � �� 6 �� i�� O�(� � INSET fines and withholding of utilities and building permits. � � � � �o� l �' " � SCALE: 1" = 20' 5. No eneric "U.E.s" utilit easements will be allowed. No easement will be allowed b se arate instrument without written � ,�9'� �� \\ \'��,\\ LOT 8 � v�R\�R'cS`s3 �� \� app oval by the To n of Westlake. > y p � 0 � �'i \ � � �o A \ \ \ � � \ \ � "'s\ ,�'S1 p�1 � � �+ \ LOT AREA TABLE 6. Unless otherwised noted, all boundary corners & lot corners are 5/8" iron rods found with yellow cap stamped "BGE". \ \ I LOT 9 � \ \�� O1 LOT 7 rp � � �s �� \\ LOT 1 4,948 SQ.FT. 0.114 ACRES \ � \� �`1� , \•p � ��j LOT 2 3,498 SQ.FT. 0.080 ACRES 7. Lot 2X, Block D is dedicated as private landscape easements to be owned and maintained by the Property Owners \' � � �� \� \\ ��/.��9/ \� � �j1��1� �� 61, 9 � � LOT3 3,635SQ.FT. 0.083ACRES Association. � A� • � �6,� � �'L � LOT 4 3,325 SQ.FT. 0.076 ACRES \ \ _v\ \ 0�09�F` v' �p\ LOT 6 0 � � '9.j�� LOT 5 3,110 SQ.FT. 0.071 ACRES \\ � � �O V��\ \� ��y� �2, \ 1.y'1�6 \�SO� �� 6' DUCT BANK LOT 6 2,950 SQ.FT. 0.068 ACRES � � ], LOT 8 J ' \ . �p F` cS oj �j� \ � �'p !y (INST. N0. D218140387) � (� \ G� � � �5`1 \ � O . i \ LOT 7 3,018 SQ.FT. 0.069 ACRES � � � `�p �' \ � �O�'G �,+ C� \ .,o � OJ, O.P.R.T.C.T. � <�� .� \ � � � cr�� Z �� •� ?� 'y LOT 8 2,650 SQ.FT. 0.061 ACRES \ � � '�\ LOT 5 �' � �' � 'A \ \ � � � / ��'+� 3• J �. �6 �S �� p LOT 9 2,621 SQ.FT. 0.060 ACRES �\ � \�� / \ \ � �j1 p ��0. ' �c� ��J� \ LOT 10 3,643 SQ.FT. 0.084 ACRES � � �\� \ �2�� \ �� 0�1� � ��J \� LOT 2X 52,770 SQ. FT. 1.211 ACRES � � \ � ' � LOT 7 � � S� LOT 4� rp � � � TRI-COUNTY EASEMENT GROSSAREA 86,176SQ. FT. 1.978ACRES � \ � � / / ,o�p � \ \ 3 \ �S`�� .y'1O � y�o � (INST. N0. D218140387) •` � � \ /�/ '�O�j.�� \ \ �\ � �5 g�. �P��,��1 �.�0, � �\\\ O.P.R.T.C.T. o � , � ��,�' � \ � 2 � ��F'��G�' � O \ �` \ \� /� o � �• �j LOT 6 � �� /GpJ�p.��`�.�• \�,1 � �`�. � � �� J \ �F'� � � J`� v� •S� ,��JG� p`L OQ' \O � / � O \ \ � � p \ �`��`��. � � • � � �� O �. \�p. / � � �i, L11 \ LINE TABLE o � ' �� G� � . \ � �° ��• LOT 3 6 � �r- y� o � � �,'� Q�' � \ ac,�'' � r,\ �� ,�� NUMBER BEARING DISTANCE cv LOT 5 � � O• � � a �d, � \ � � � ? CF SET � \ � - � / CP. \ �,o � '� '�\ h ��L' �� cP. � ,�. �� . �zo .� \ � � � � \ L1 N 06°27'05" E 43.89' � i � Y3, O �' \ �� •� LOT 2 � � , /� / �� c� �� 0 l`�'' \ .�d'JF �\ �`L�O, � ' L2 N 83°32'55" W 53.18' � � GGF. �5,��y1 •� tss� � •� \ 6' �,�^��O � � J � � / � P��,�,�o��G�� .0.. �� \ � � ,�O � I Sp L3 S 81°27'05" W 73.41' �I � � � � ) P��P��Q`1�Oe�/ � �,� �L � ��s� LOT 1 R � v L4 N 81°27'05" E 73.12' � � P O• � �` � , O� / � / \� �� jP�,G��1��/ � � ,L \ CIRF LS S 83°32'55" E 58.66' allo / �2 �2 � LOT 5 ��' GF., p.��'g��,�j \ �d, + � o \ i � ��P�F,��,�Q�j/ \ \ � \ O Q L6 S 01°26'06" W 16.88' Q � \ / ' ��P �O /�/ P�P,�1 \ \ O �s`S� R,� '1'1�� '►j1� ��% / L7 S 68°32'55" E 42.83' � � �� s� �. R E P LAT o� / � � � \ LOT 4 ��G' // �,�� '�j�� \ �. �'� � // / � �g �,� �� y�1 O / L8 N 51°27'OS" E 17.66' � LOT 4 � �i �✓ ��P� �`L / ��F,�,��. 2\� \ LOT 2XR � � !� �j�G c�'�, � L9 N 38°22'34" W 4.62' � � � o. P �� G. „ � oQ� � � WESTLAKE E NTRADA � � � �1F',�.� ��G�'�°��'��' ��.\\ \� � .�,� ` � QJ�/1�� L10 N 51°37'26" E 20.00' �� p � ��s �G�� o oe� �� o�� ,O ,�.� 1��, o - 2� � � � , �� °� �� s � 60. � ��o.o�� , �� „ S 38�32�55�� E 5.00� LOTS 1 R, 2 - 10, 2X, BLOCK D �� \ �i� / \��' LOT 2 �� ls3 \ � gv � Q� � / � �� ` LOT 3 L�� /� �' � �� PK NAIL �P�\P��S� � LOT 2X L12 N 83°32'55" W 15.92' o , \ � � / � �� FOUND (C.M.) ` � ` / L13 S 11°13'54" W 20.07� 11 LOTS � LOT 3 �S �� ' �� P.�. . �/ BEING 1 .978 ACRES AND L14 N 83°32'55" W 42.46' `� , �� / STATE PLANE GRID cooRo N TEs: BEING A REPLAT OF LOTS 1 & 2X, BLOCK D, WESTLAKE ENTRADA, w � 2,r,,R. �� oT 1R � N: �,044,552.05 RECORDED ON INSTRUMENT NUMBER D218140387 Yi i � \0 20 �o � �� / E: 2,374,017.85� CURVE TABLE � \ IN THE W. MEDLIN SURVEY, ABSTRACT NO. 1958, & �A 4 � \� �� NUMBER ARC LENGTH RADIUS DELTA CHORD BEARING CHORD DISTANCE 'A � � / . . � .� ��o� � i C.M. THROOP SURVEY, ABSTRACT NO. 1510 � � .,, Ro J �,� � � c, 15.34° 30.00° 2s »°2s°° N o002°�2°° E 15.17° TOWN OF WESTLAKE, TARRANT COUNTY, TEXAS N �� / / C2 47.08' 25.00' 107°54'25" S 17°30'07" E 40.43� MARCH 2O20 o LOT 2 /� C3 32.99' 54.00' 35°00'00" S 18°57'05" W 32.48' � M SHEET 1 OF 2 � � \ � C4 59.78' 49.50' 69°11'58" S 33°56'S6" E 56.22' C� / � CS 18.06' 34.50' 30°00'00" S 53'32'S5" E 17.86' c`a � �� C6 40.28' 25.03' 92°11'45" S 05'19'41" W 36.07° OWNER SURVEYOR � � � � MRW INVESTORS, LLC BGE, Inc. m 1800 Valley View Lane, Ste 300 � 777 Main Street, Suite 1900, Fort Worth,TX 76102 � � Farmers Branch,Texas 75234 � � Tel: 817-887-6130 • www.bgeinc.com �o // Contact: Mr. Michael Beaty � TBPLS Registration No. 10194416 a RECORDED IN INSTRUMENT N0: Phone: 214-287-9009 Copyright 2019 X Contact: Rene Silvas, R.P.L.S. ~ Telephone: (817) 752-4183 Email: rsilvas@bgeinc.com � OWNER'S CERTIFICATE OWNER'S DEDICATION SURVEYOR'S CERTIFICATE STATE OF TEXAS � STATE OF TEXAS � NOW THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS: COUNTY OF TARRANT � COUNTY OF TARRANT -- THAT, MRW Investors, LLC does hereby adopt this plat, designating the herein above described property as Westlake Entrada, Lots WHEREAS, MRW Investors, LLC is the owner of that 1.978 acre (86,176 square foot) tract of land situated in the C.M. Throop 1 R, 2-10, 2X Block D, an addition to the Town of Westlake, Tarrant County, Texas. The utility and fire lane easements shall be open That I, Rene Silvas, do hereby certify that I prepared this Plat and the field notes made a part thereof from an actual and accurate Survey, Abstract Number 1510 and the W. Medlin Survey, Abstract No. 1958, in the Town of Westlake, Tarrant County, Texas; being to the public, fire and police units, garbage and rubbish collection agencies and the public and private utilities specifically approved by survey of the land and that the corner monuments shown thereon were properly placed under my personal supervision, in part of that tract of land described as Block B, Lot 1 of Westlake Entrada in Correction Special Warranty Deed to MRW Investors, LLC the Town of Westlake for the use of a particular easement. The maintenance of paving or any other surfaces on the utility and fire accordance with the Subdivision regulations of the Town of Westlake, Texas. as recorded in Instrument Number D219182131 of the Official Public Records of Tarrant County, Texas; and being all of Lots 1 & 2X, lane easements is the sole responsibility of the property owner. No buildings, fences, trees, shrubs or other improvements or growths Block D, Westlake Entrada, an addition to the Town of Westlake as recorded in Instrument Number D218140387 of the Plat Records shall be constructed, reconstructed or placed upon, over or across the easements as shown. Said easements being hereby reserved Dated this the day of , 2020. of Tarrant County, Texas; said 1.978 acre tract of land being more particularly described by metes and bounds as follows: for mutual use and accommodation of all public utilities specifically approved by the Town of Westlake. Any public utility specifically approved by the Town of Westlake to use a particular easement shall have the right to remove and keep removed all or part of any Preliminary, this document shall not be recorded for any BEGINNING, at a PK nail found at the southwest corner of said Lot 2X; said point being the southeast corner of Lot 1 R, Block E, buildings, fences, trees, shrubs or other improvements or growths which in any way may endanger or interfere with construction, purpose and shall not be used or viewed or relied upon Westlake Entrada, an addition to the Town of Westlake as recorded in Instrument Number D219139273 of the Plat Records of maintenance, or efficiency of its system on the easement and that public utility shall at all times have the right of ingress and egress as a final survey document, release date 03/03/2020. Tarrant County, Texas; said point being in the northwest line of Cortes (62-foot wide right-of-way); to or from and upon the easement for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or part of its system, subject to complying with all ordinances, rules, regulations and resolutions of the Town of Westlake, Rene Silvas THENCE, departing the northwest line of said Cortes and with the common lines of said Lot 2X and said Block E, the following seven Texas. The Town of Westlake, Texas, and the public utility shall have the right of ingress and egress to private property for the Registered Professional Land Surveyor No. 5921 (7) courses and distances: purpose of reading meters, maintenance and service required or ordinarily performed by that utility. Water main and wastewater easements shall also include additional area of working space for construction and maintenance of the North 38° 32' 55" West, a distance of 98.00 feet to a point for corner; systems. Additional area is also conveyed for installation and maintenance of manholes, cleanouts, fire hydrants, water services and wastewater services from the main to the curb or pavement line. Description of these additional easements herein granted shall be North 28° 32' 55" West, a distance of 100.00 feet to a point for corner; determined by their locations as installed. This plat approved subject to all platting ordinances, rules, regulations, and resolutions of the Town of Westlake, [Tarrant OR Denton] NOTARY CERTIFICATE North 33° 32' 55" West, a distance of 176.87 feet to a point for corner; County, Texas. STATE OF TEXAS � North 23° 32' 55" West, a distance of 57.41 feet to a point for corner; WITNESS MY HAND, THIS THE DAY OF , 2020. COUNTY OF TARRANT -- North 06° 27' 05" East, a distance of 43.89 feet to a point for corner; BEFORE ME, the undersigned authority, a Notary Public in and for said county and state, on this day personally appeared Rene North 83° 32' 55" West, a distance of 53.18 feet to a point for corner; Silvas, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purpose and consideration thereof expressed and in the capacity therein stated and as the act and deed South 81° 27' 05"West, a distance of 73.41 feet to an "X" cut in concrete found for corner at the beginning of a non-tangent Signature Printed Name/Title therein stated. curve to the right; said point being in the east line of Comillas (24-foot wide right-of-way); GIVEN UNDER MY HAND AND SEAL OF OFFICE THENCE, in a northerly direction, along said curve to the right in the east line of said Comillas, an arc length of 15.34 feet, having a radius of 30.00 feet, a central angle of 29° 17' 26", and a chord which bears North 00° 02' 12" East, 15.17 feet to an "X" cut in THIS DAY OF , 20 concrete found for corner; said point being the southeast corner of Lot 15, Block E, Westlake Entrada, an addition to the Town of Westlake as recorded in Instrument Number D218140387 of the Plat Records of Tarrant County, Texas; NOTARY CERTIFICATE THENCE, departing the east line of said Comillas and with the common lines of said Lot 2X and second mentioned Block E, the following three (3) courses and distances: STATE OF TEXAS � NOTARY PUBLIC in and for the STATE OF TEXAS North 81° 27' 05" East, a distance of 73.12 feet to a point for corner; COUNTY OF DALLAS � South 83° 32' 55" East, a distance of 58.66 feet to a point for corner; BEFORE ME, the undersigned authority, a Notary Public in and for said county and state, on this day personally appeared known to me to be the person whose name is subscribed to the foregoing instrument and North 11° 27' 05" East, a distance of 241.85 feet to an "X" cut in concrete found at the northwest corner of said Lot 2X; said acknowledged to me that he executed the same for the purpose and consideration thereof expressed. point being in the south line of Girona (a variable width right-of-way); THENCE, South 71° 27' 20" East, with the north line of said Lot 2X and the south line of said Girona, a distance of 115.28 feet to GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS DAY OF , 2020. a "V" cut in concrete set for corner at the beginning of a tangent curve to the right; THENCE, in a southeasterly direction, along said curve to the right in the north line of said Lot 2X, an arc length of 47.08 feet, having a radius of 25.00 feet, a central angle of 107° 54' 25", and a chord which bears South 17° 30' 07" East, 40.43 feet to an "X" cut in concrete set for corner; said point being in the west line of Costa Brava (a variable width right-of-way); NOTARY PUBLIC in and for the STATE OF TEXAS THENCE, with the west line of said Costa Brava, the following eight(8) calls: South 36° 27' 05" West, a distance of 150.77 feet to an "X" cut in concrete set for corner at the beginning of a tangent curve to the left; In a southerly direction, along said curve to the left, an arc length of 32.99 feet, having a radius of 54.00 feet, a central angle of 35° 00' 00", and a chord which bears South 18° 57' 05"West, 32.48 feet to a point for corner; South 01° 26' 06" West, a distance of 16.88 feet to an "X" cut in concrete set for corner at the beginning of a non-tangent curve to the left; In a southeasterly direction, along said curve to the left, an arc length of 59.78 feet, having a radius of 49.50 feet, a central angle of 69° 11' 58", and a chord which bears South 33° 56' 56" East, 56.22 feet to a 5/8-inch iron rod with "BGE" cap found for corner; REPLAT APPROVED BY THE TOWN OF WESTLAKE PLANNING AND ZONING South 68° 32' 55" East, a distance of 42.83 feet to a 5/8-inch iron rod with "BGE" cap found for corner at the beginning of a COMMISSION FOR THE PREPARATION OF A FINAL PLAT: tangent curve to the right; In a southeasterly direction, along said curve to the right, an arc length of 18.06 feet, having a radius of 34.50 feet, a central � angle of 30° 00' 00", and a chord which bears South 53° 32' 55" East, 17.86 feet to a crow's foot cut in concrete found for -' corner; � Chairman Date o South 38° 32' 55" East, a distance of 282.46 feet to a crow's foot cut in concrete set for corner at the beginning of a � non-tangent curve to the right; � 0 M In a southerly direction, along said curve to the right, an arc length of 40.28 feet, having a radius of 25.03 feet, a central � angle of 92° 11' 45", and a chord which bears South 05° 19' 41" West, 36.07 feet to a 5/8-inch iron rod with "BGE" cap ofound for corner; said point being in the northwest line of said Cortes; Secretary Date N � THENCE, South 51° 27' 05" West, along the northwest line of said Cortes, a distance of 137.80 feet to the POINT OF BEGINNING � and containing an area of 1.978 acres or 86,176 square feet of land, more or less. � J d Q' � l!') � N � O p REPLAT APPROVED BY THE TOWN OF WESTLAKE TOWN COUNCIL FOR THE RE P LAT Q PREPARATION OF A FINAL PLAT: U � ' WESTLAKE E NTRADA 0 � � z � LOTS 1 R, 2 - 10, 2X, BLOCK D �, o Mayor Date o� � 11 LOTS m , BEING 1 .978 ACRES AND � BEING A REPLAT OF LOTS 1 & 2X, BLOCK D, WESTLAKE ENTRADA, � w secretary �ate RECORDED ON INSTRUMENT NUMBER D218140387 Y� IN THE W. MEDLIN SURVEY, ABSTRACT NO. 1958, & � C.M. THROOP SURVEY, ABSTRACT NO. 1510 � � TOWN OF WESTLAKE, TARRANT COUNTY, TEXAS � MARCH 2O20 N o SHEET 2 OF 2 � � 0 � �� OWNER SURVEYOR � � MRW INVESTORS, LLC BGE, Inc. m 1800 Valley View Lane, Ste 300 � 777 Main Street, Suite 1900, Fort Worth,TX 76102 � Farmers Branch,Texas 75234 � � Tel: 817-887-6130 • www.bgeinc.com �o Contact: Mr. Michael Beaty � TBPLS Registration No. 10194416 a Phone: 214-287-9009 Copyright 2019 X Contact: Rene Silvas, R.P.L.S. ~ Telephone: (817) 752-4183 Email: rsilvas@bgeinc.com � WESTLAKE TOWN COUNCIL T H E T 0 W N U F TYPE OF ACTION W E S T L A K E Regular Meeting - Action Item Monday, May 18, 2020 ToPIC: Conduct a public hearing and consider an ardinance approving proposed amendments to Ordinance 703 approving the PD1-2 zoning district, known as "Westlake Entrada", located north of Solana Blvd., east of Davis Blvd., and south of State Highway 114. STAFF CONTACT: Ron Ruthven, Planning and Development Director Strategic Alignment � � � � � . � . . , : ' • � � High Quality Planning, Design & Planned/Responsible Citizen, Student& Development-We are a desirable well preserve Desirability Development Stakeholder Planned, high-quality communiry that &Quality of Life is distinguished by exemplary design standards. � Outside the Scope of Identified Strategic Initiatives Time Line - Start Date: May 11, 2020 Completion Date: May 18, 2020 Funding Amount: N/A Status - N/A Source -N/A Contract: No Forms: N/A EXECUTIVE SUMMARY (INCLUDING APPLICABLE ORCANIZATIONAL HISTORY) In response to an application received to permit the new and unlisted use (further detailed as part of agenda item #7) of a Private Sporting Club in the Entrada PD zoning regulations contained in Ordinance 703, staff proposes amendments to Ordinance 703 in order to add the proposed use. ORDINANCE 7O3 BACKGROUND Ordinance 703 was approved by the Town Council on April 22, 2013. Ordinance 703 was amended by Ordinance 852 on April 30, 2018 in order amend performance criteria related to housing construction versus commercial construction and to allow for administrative approval of Page 1 of 3 certain single-family residential site plans and small commercial building site plans under 5,000 square feet. Ordinance 703 contains the comprehensive Planned Development District (PD) zoning and development regulations for the Entrada development, which is wholly contained within the PD1- 2 zoning district. Ordinance 703 includes the Entrada site development requirements, permitted uses, residential standards and the documented purpose and intent of the Entrada development. PROPOSED AMENDMENTS The following is a detailed breakdown of the proposed amendments to Ordinance 703: Article II—Uses, Land Use Schedule—Permitted Uses, Commercial Uses Under the Commercial Uses section of Article II — Uses, in response to the application received by John Schober of VoltadeRei LLC to allow the operation of a private club that includes enclosed shooting sports (per agenda item#8), staff proposes the addition of the following use: NEW USE: "Private Sporting Club" [subject to the approval of a Specific Use Permit (SUP).] The addition of the definition of a "Private Sporting Club"proposed in Ordinance 703 is shown below. Further definitions, including performance requirements, operational details, etc. are proposed as part of the SUP request for the proposed use detailed in agenda item#8. Article I—General Provisions, Section 3 —General Definitions Staff proposes the following definition of a "Private Sporting Club" as follows: "Private Sporting Club — A membership restricted indoor business and/or o�ganization that p�omotes, hosts and/or facilitates sports activities and sports �elated hobbies on-site for the enjoyment and participation of its members and thei�guests. Subject to final approval of a Specific Use Permit, specific approved spo�ts may only include sports that are permitted unde�Federal, State and Town regulations and which do not present a nuisance and/or threat to the health and safety of the public. " PLANNING AND ZONING COMMISSION RECOMMENDATION The Planning and Zoning Commission voted to recommend approval of this item on May ll,2020 by a(5-0) vote. SUMMARY AND RECOMMENDATION The addition of the Private Sporting Club permitted use and definition is requested by John Schober of VoltadeRei LLC as part of the companion SUP request contained in agenda item #7. Therefore, this specific amendment must be approved in order to approve agenda item#7, which allows for the use to occur on the subject property. ALTERNATIVE COUNCIL ACTIONS The Town Council has the following options when considering this item: • Approve as submitted Page 2 of 3 • Approve with modifications or additional condition(s) • Approve with staff recommendations • Any combination of the above • Table or Continue the agenda item to a specific date with clarification of intent and purpose • Denial ATTACHMENTS 1. Proposed Ordinance Page 3 of 3 TOWN OF WESTLAKE ORDINANCE NO. 908 AN ORDINANCE OF THE TOWN OF WESTLAKE,TEXAS,AMENDING ORDINANCE 703 WHICH APPROVED PLANNED DEVELOPMENT ZONING DISTRICT 1-2 (PD 1- 2), AN APPROXIMATELY 85.9 ACRE TRACT GENERALLY LOCATED BETWEEN DAVIS BOULEVARD, SOLANA BOULEVARD AND STATE HIGHWAY 114, COMMONLY KNOWN AS ENTRADA; PROVIDING A PENALTY; PROVIDING A CUMULATIVE CLAUSE; PROVIDING A SEVERABILITY CLAUSE; PROVIDING A SAVINGS CLAUSE; AUTHORIZING PUBLICATION; AND ESTABLISHING AN EFFECTIVE DATE. WHEREAS, the Town of Westlake, Texas is a general law municipality; and WHEREAS, Ordinance 703, approved by the Town Council on April 22, 2013, established Planned Development District 1-2 (PD 1-2), commonly known as Westlake Entrada, an approximately 85.9 acre tract generally located between Davis Boulevard, Solana Boulevard and State Highway 114; and WHEREAS, Ordinance 703 was amended by Ordinance 852, approved by the Town Council on Apri130, 2018; and WHEREAS, an application was received requesting that a new principal use be added to the Land Use Schedule contained in Ordinance 703; and WHEREAS, the Town Council of the Town of Westlake finds it necessary for the public health, safety and welfare that development occur in a controlled and orderly manner; and WHEREAS,following provision of proper legal notice,including written notice to owners within 200 feet of the subject property, published notice and posted notice in accordance with the Texas Open Meetings Act of public hearing, a public hearing was held on May 11, 2020 by the Planning and Zoning Commission (Commission) whereby the Commission recommended to the Town Council approval of the amendments to Ordinance 703 contained herein; and WHEREAS,following provision of proper legal notice,including written notice to owners within the PD 1-2 zoning district and within 200 feet of the PD 1-2 zoning district,published notice and posted notice in accardance with the Texas Open Meetings Act of public hearing, a public hearing was held on May 18, 2020 by the Town Council; and WHEREAS, the Council believes that the interests of the Town, the present and future residents and citizens of the Town, and developers of land within the Town, are best served by adopting this Ordinance, which the Council has determined to be consistent with the 2015 Comprehensive Plan and its Land Use Map, Thoroughfare Plan, and Open Space Plan, all as amended to date; and Ordinance 908 Page 1 of 3 WHEREAS,upon the recommendation of the Planning and Zoning Commission and after a public hearing, the Town Council of the Town of Westlake, Texas, is of the opinion that it is in the best interests of the Town and its citizens that these amendments to Ordinance 703 should be approved and adopted. NOW,THEREFORE,BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS: SECTION L• That all matters stated in the preamble are found to be true and correct and are incorporated herein as if copied in their entirety. SECTION 2: That the following amendments to Ordinance 703 are hereby authorized: "Article II—Uses, Land Use Schedule—Permitted Uses, Commercial Uses [Addition of New Use:] `Private Sporting Club" [subject to the approval of a Specific Use Permit (SUP).]" "Article I—General Provisions, Section 3 —General Definitions [Addition of new definition:] Private Sporting Club —A membership restNicted indoor business and/or organization that promotes, hosts and/or facilitates sports activities and sports related hobbies on-site for the enjoyment and participation of its members and their guests. Subject to final approval of a Specific Use Pe�mit, specific approved spoNts may only include sports that are permitted under Federal, State and Town regulations and which do not present a nuisance and/or threat to the health and safety of the public." SECTION 3: That this Ordinance shall be cumulative of all other Town Ordinances and all other provisions of other Ordinances adopted by the Town which are inconsistent with the terms or provisions of this Ordinance are hereby repealed. SECTION 4: That any person, firm or corporation violating any of the provisions or terms of this ordinance shall be subject to the same penalty as provided for in the Code of Ordinances of the Town of Westlake, and upon conviction shall be punishable by a fine not to exceed the sum of Two Thousand Dollars($2,000.00)for each offense. Each day that a violation is permitted to exist shall constitute a separate offense. SECTION 5: It is hereby declared to be the intention of the Town Council of the Town of Westlake, Texas,that sections,paragraphs, clauses and phrases of this Ordinance are severable, and if any phrase,clause, sentence,paragraph or section of this Ordinance shall be declared legally invalid or unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such legal invalidity ar unconstitutionality shall not affect any of the remaining phrases, clauses, sentences, paragraphs or sections of this Ordinance since the same would have been enacted by the Town Council of the Town of Westlake without the incorporation in this Ordinance of any such legally invalid or unconstitutional,phrase, sentence,paragraph or section. Ordinance 908 Page 2 of 3 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 18th DAY OF MAY 2020. ATTEST: Laura Wheat, Mayor Todd Wood, Town Secretary Amanda DeGan, Town Manager APPROVED AS TO FORM: L. Stanton Lowry, Town Attorney Ordinance 908 Page 3 of 3 WESTLAKE TOWN COUNCIL T H E T 0 W N U F TYPE OF ACTION W E S T L A K E Regular Meeting - Action Item Monday, May 18, 2020 ToPIC: Conduct a public hearing and consider an ardinance approving a site plan for an approximately 2.83-acre portion of the PD1-2 zoning district, established by Ordinance 703, far 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 on this PD Site Plan is commonly referred to as Block P, generally located west of the intersection of Aragon Drive and Andorra Drive. STAFF CONTACT: Nick Ford, Development Coordinator Strategic Alignment � � � � � . � . .: . ' • � � High Quality Planning, Design & Planned/Responsible Citizen, Student& Development-We are a desirable well preserve Desirability Development Stakeholder planned, high-quality community that &Quality of Life is distinguished by exemplary design standards. � Outside the Scope of Identified Strategic Initiatives Time Line- Start Date: May 11, 2020 Completion Date: May 18, 2020 Funding Amount: N/A Status - N/A Source -N/A Contract: No Forms: N/A EXECUTIVE SUMMARY (INCLUDING APPLICABLE ORGANIZATIONAL HiSTORY) John Schober of Voltaderei LLC,potential owner of the subject property, is requesting a site plan, nicknamed as "Volta de Rei" or"King's Vault",which includes a mix of various commercial uses on Entrada Block P. The site plan request includes several layers of structures such as an underground Private Sporting Club for various private collections of art, trophies, arms, books, wine, etc. The next item on the agenda for a SUP is a companion item for this site which regulates Page 1 of 4 additional details and requirements of the 16 vaults. On the ground floor the site will contain a 4- story 14-room hotel, a private jazz club with both having private connections to the vaults with a speakeasy set-up, restaurant retail and offices uses. Other features of the site include a market/bakery site connected to the main site by an artisan bridge, various courtyard connections throughout, and a 50' tall publicly accessible tower that overlooks the development. ZONING Allowed Uses Ordinance 703 defines uses that are allowed by right, as an accessory use, or those that require a Specific Use Permit. The retail, office, and market uses are allowed by right with the Private Sporting Club requiring a SUP. Proposed Uses New and unlisted uses include a Private Sporting Club which will be added as a zoning amendment to Ordinance 703 but will also require a Specific Use Permit which will regulate additional details and requirements. Building Height Maximum building height is limited to 735 above Mean Sea Level (MSL) with architectural embellishments allowed to exceed this height in certain cases. The structures shown on the Site Plan are 56 feet in height or less and below 735 MSL. Parking Parking for the site is provided a via a surface parking lot and underground parking. The surface parking lot contains 62 spaces for the aboveground retail stores,tailor,and office components. The underground parking will service the retail stares, tailor, offices, boutique hotel, jazz club and market/bakery with a total of 271 spaces. Note: 40 of the underground parking spots are dedicated for valet services at the boutique hotel. The private club contains its own private underground parking as well that is separated from the rest via a gated entrance and with 66 total spaces. Architecture, Elevations,Design Guidelines Architecture closely mimics the unique Catalan architecture intended by the Entrada Zoning Ordinance and the Entrada Design Guidelines. The Town Architect has worked extensively with the architect to ensure compliance with architecture and create a unique site in the development. The plans have been reviewed and approved by the Town's architectural consultant. DEVELOPMENT PLAN AND PID/SAP COMPLIANCE The proposed site plan does not comply with the current Development Plan and will require a development plan amendment. The proposed site plan complies with the Public Improvement District (PID) Service Assessment Plan (SAP). PLANNING AND ZONING COMMISSION RECOMMENDATION The Planning and Zoning Commission voted to recommend approval of this item on May 11,2020 by a (5-0) vote subject to the staff recommendations as described below. Page 2 of 4 STAFF RECOMMENDATIONS Should the Town Council approve the item, staff recommends the following conditions to be added to the motion: 1. All Entrada development regulations and agreements be adhered to at all times. 2. The Entrada development plan shall be amended to reflect the approved site plan. 3. Voltaderei LLC and the Town shall enter into a separate development agreement that, at a minimum, addresses the following, which shall also be included as conditions in the approving site plan ordinance: • This construction shall be a multi-phase construction that allows for occupancy at 5 different stages. (1) Private Club, (2) Restaurant& Jazz Club (3) Retail Stores & Offices, (4) Hotel and(5) Market/Bakery; • No Certificate of Occupancy shall be issued for an individual stage of construction, out of the 5 overall stages of construction planned for Entrada Block P, until the final inspection for everything constructed under an individual stage is fully passed; • Prior to the issuance of a building permit for any individual stage, out of the 5 overall stages of construction planned for Entrada Block P, Voltaderei LLC shall provide a detailed construction schedule for that individual stage of construction; • Other than for a force majeure scenario, Voltaderei LLC shall continuously make every reasonable attempt to minimize any delays adversely impacting its construction schedule; • Prior to the issuance of a building permit for any individual stage out of the 5 overall stages of construction planned far Entrada Block P, Voltaderei LLC shall provide an outdoor lighting plan that is approved by the Town Manager or designee(s) before the issuance of a building permit authorizing vertical construction; • Voltaderei LLC agrees that a minimum of 75% of the GFA of the air conditioned portions of the site buildings, (not including any portions of site buildings that are located fully underground), shall contain sales-tax generating uses, as defined by the State of Texas Comptroller, and as authorized by the approved zoning for the site. ALTERNATIVE COUNCIL ACTIONS The Town Council has the following options when considering this item: • Approve as submitted • Approve with modifications or additional condition(s) • Approve with staff recommendations • Any combination of the above • Table or Continue the agenda item to a specific date with clarification of intent and purpose Page 3 of 4 • Denial ATTACHMENTS 1. Site Plan for Consideration 2. Applicant Presentation 3. Proposed Ordinance Page 4 of 4 � � 0 0 X X I x x x x 0 z � w � 7 � � w c� m � Y U O J m Q � Q � H Z W W Y J � � W � OWNER: JAN U ARY 2020 SHEET INDEX No. Sheet Title MRW INVESTORS, LLC. C1 COVER SHEET � 1800 VALLEY VIEW LANE, SUITE 300 �� FARMERS BRANCH, TEXAS 75234 C2 KEY MAP 0 ; CONTACT: MEHRDAD MOAYEDI C3 SITE PLAN � C4 GENERAL NOTES N �,� C5 PAVING PLAN 0 N DEVELOPER: C6 PROPOSED DRAINAGE AREA MAP N C7 GRADING PLAN � VOLTADEREI, LLC. �, 1321 UPLAND DRIVE, SUITE 3966 �g WATER PLAN � HOUSTON, TEXAS 77043 C9 SANITARY SEWER PLAN > TEL: 716.998.3386 �� CONTACT: JOHN SCHOBER TROPHY CLUB � C10 STORM & DUCTBANK PLAN � � ~ C11 EROSION CONTROL PLAN ai J �o � � � �,,��- J ��,�� Bog JAMES �� 2 EXISTING LIGHTING PLAN j ��`' Medlin MEqp� �� w d �R�S�,�� Ceme�J� Coul se � � o �; � SJNS TFtOPHY G y FAl/dyq SEMINOLE �-� � � 'v� �'�OiY �P ��qG Y �_ _ � �n � 114 �� Go� ��p� r FRESHMEADO`N ma Z u' � N \ 3��G `n �� N�RNESS I � W a x � \ � 4�� I Q n <a � y J o WESTLAKE � � � �NVERNE � � �� N � � � � �� ° �� KI � NG y � �1RCHITECT� 0 114 0 � a 0 � � � BUSH ARCHITECTS Q SOLqNq �� , 4700 WESTGROVE DRIVE. SUITE 200 � ��r � ADDISON, TEXAS 75001 DOVE ROAD 0t� �,�s� o TEL: 469.857.3151 0 ��F BGE, Inc. � CONTACT: MICHAEL ZIZIK o a � '� = 2595 Dallas Pkwy., Suite 204, Frisco, TX 75034 � ��<w�' � Q � , � � Tel: 972-464-4800 • www.bgeinc.com Y TBPE Registration No. F-1046 � VICINITY MAP 0 N �� (NOT TO SCALE) � 0 al � ` °' +x • v°I �, � � "� } �' c �t �I � � Y � � O � '� y� THESE PLANS ARE ISSUED FOR � � ► � THE PURPOSE OF PRELIMINARY � � � REVIEW AND ARE NOT INTENDED " ��'� FOR CONSTRUCTION. � o WHEN ISSUED IN Y o : FINAL FORM THEY WILL BE � � _� TOWN OF WESTLAKE SEALED, SIGNED AND DATED. 0 U � 1500 SOLANA BLVD RESPONSIBLE ENGINEER: TOWN OF WESTLAKE rSUITE 7ZOO TEXAS REGIST RED ENGINEERING �, WESTLAKE TEXAS 76262 FIRM F-1046 � TEL: 817-430-0941 JASON A. FREY, P.E. APROVED o TEXAS REGISTRATION N0. 88485 J JANUARY 27, 2020 TITLE i U= Z,a�i w a DATE c�� m� TROPHY CLUB o o � � J �° o �� r ��t�� CRE��G�� g08 JAMES y��. 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HOUSTON, TEXAS 77043 � . �1 GD _ ,-_ \\ � ArE y �T 6 TEL: 716.998.3386 � � /� �'� � � � ,, , � �� CONTACT: JOHN SCHOBER , ,',' � ' � ,, , ' i � �, � � � � ' � � � � � \ � �1 �/ ' � ' � � � �' � Q X , � � O �� RO�q '� / � �`,��o �,;`\, � w — / � \��2 ��,,\�,, Q ~ ` \�� , �� / ��,, � w � I ; � ��, � z � �° � = � �; i, � � � B � _ • � Q I � �� A�� ,,, , sr � � � O � �r O� , �� I rARRAGONq \\\ ArFy�,�,�, Horizontal Scale: N.T.S. U ^ � � � � �� M , .�, 7� � Q L.L � U Z �j � � � Y � � a � � 1� / (; �. � \ z (� z U w X � � Q 0 N � �� a � � O x i� �� V J � � �� LLi � � Z � � � '� \ � �� w m � J J c� � N ' � � � \� � � � \ — — p,F�PG'� / � ' ,/ / �\� � � � m z J �\ �//�/ V J m (n N \\ � � � I � � \ �\� \ Z v' � � W N �� <�� °�� L � �� o � � �� a� � H . 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DATE DESCRIPTION � \\ \\ � �`� \� I i � \�0� � a � \� U \ O �/' / k� d � O��p � LEGEND \ �` v� � A \ � DRAWN BY: o \ w �'� � �\ ° BLOCK NAME CHECKED BY: Y� `� „r �\ �c� A o � 3 \ \ �A \\ \� DATE: i � � \ � �\ \\�� ° � \\ � PROJECT NUMBER: � � � \\ p � ° �\ � \� � Sh eet N o. � � GRANADA \\ tt �\ K E Y M A P � \ i \\ � ~ �� ° \� ; PD SITE PLAN PACKAGE NOT �� z� � tt � � C2 wa TO USED FOR CONSTRUCTION . � �� c�� SHEET C2 �= C12 mo � TROPHY CLUB o o � � � ___ J �°o �� r -'--_____ ��t�� CRE��G�� BOB JAMES �,, '--__ _ y��. Medlin MEAO� �� \ ��,, \\`\\ '_______ ______ _ ��NS�� CemeG�JY Golf Z Y � � � Course r a o � �, --- SV TR�PHY 2 FAllayq SEMINOLE �-� � � � ��, \`\� _, ` '- _ ��c�` 9 �P ��qGF F Jc=� o v�i � \\ \\\ '�--__, -'--___ _ 114 � Gp� �p�'Y r RESh�MEADO`N aW Z y � � \ �\ _'--__ _'--__ s�G `n �� N�ERNESS x I e W \ \ \ \�-�_ \�� _'--__ ` �'--___ _ \ \ � Or�� I Q __ __ � � �-�_ -- �---___ -----__ � \ � ` = BGE, Inc. � \,-' '---_ __ _ -___ � _ -'�---____ -� WESTLAKE � ��INVERNE � 2595 Dallas Parkway, Suite 204 � '-- ''-- '' ''- �r wa« � '� , � - MA�N ESMr � N O �� ,- --� � Frisco TX 75034 � _ - __ EX. 15 T.C.U.M.D. AN - _ WATER�,NE ESMT I�� Tel: 972-464-4800 • www.bgeinc.com __��-_____ � INST. N0. D01642486 � j� �___� �ORR - --� o R T�T K,N� TBPE Registration No. F-1046 EX. 10'x10' W.E. � '- '- - \ /�� ------ �- -L6 __ ontact: Jason Frey C.C.F.# D21 6 0 2 7 206 ' � - '� - - -- _'- P.R.T.c.r. -' -- --------------- ---- 0 114 TeI: 972-464-4821 - ----- _ - -____ -�- ' EX. 15 T.0 U.M.D. � � / i h 1� - -_ -_ �-,_ ' WATERLINE ESMT. � ,� Copyright 2017 � �� R�2 � -_ ;� -___ � ------_ iNST No �0�642486 > sOl g�. MECH 1 �Aj - O � --_ -- D.R.T.0 T ¢o ANA � _ � � 1192 SF S' � �' -__� �r � 6' LIGHTING, DUCT BANK ' �� -_ �to� TRI-COUNTY, & ATMOS '� � �� --_ �c` ESMT. Q'� � �'��j� _ � � --__ DOVE ROAD � ��9 OWNER: / � � �� \ �ll��l " � o ��F � � � DUMPSTER � \ �� e � ; s�s sF �.�°°a `� MRW INVESTORS LLC. , / / ' N 1800 VALLEY VIEW LANE, SUITE 300 , � �'�� / � ' � � 4498��sF W�� - `�'� � FARMERS BRANCH TEXAS 75234 � � ,' � � � �, - � VICINITY MAP CONTACT: MEHRDAD MOAYEDI / � vi 12 � \ , rRi-couNrY � ' � �� (NOT TO SCALE) �� ESM7. � � � � �� . �. � i � / � �p� / \\ � ' L1 ,� ' / R�o' �� RS' 6 � ,�� ;;��' � `�.� , j,� __ BLOCK A �� 5 � � �� i � \\ ��, BLOCK P ��_ � �x � / �<<p �` MaRKEr/eaKERr � C DEVELOPER: �' � , � . , �/ � �v� � � � � �V � 12917 SF /� EX. 6' LIGHT & D.B. ESMT. / � � ,'� �� ' � ��\ � �-� VOLTADEREI, LLC. GC.F.# D21 6 0 27 206 � i ' � � �. °' ,-' / PARKING & ACCESS ESMT. � �' � � ° � P.R.T.c.T. To eE aBallooNEo �/ � �' � � �'` 3� uc"TiNc & � � N a - 1321 UPLAND DRIVE, SUITE 3966 i , / aTMos ESMT. o �-' , ` � � HOUSTON, TEXAS 77043 ��. i � ' � � � - , i , � , , . , , , , � , �� -' � / P�� 12 � �_ �� RErai� a ----- � % ,�� TEL: 716.998.3386 ,- , � � � / w.E. �� ,`' / REraic � � � � �� 929 sF �p a Rs'� - - -, - _ -_ CONTACT: JOHN SCHOBER \� � F, � N / � 4648 SF ��\\ D.E. ,, LZ °� ,�;�� O / � ✓� / � � , � � � � � � �� ,� / � �� . � � �, � � ,, . :�, -==:::::,. \�� ' � �� i � � ��'9 �' � -�� - � „� P �� - v� , ,, ,, , , o �� ,� , ,�., � � a . a �,, ,� � - �� ' '' - i i ° �� Q a � � � / / -�'� o� i o `� �� _ � � , � � x � , , o �� , , ; �� , \ � ,/ , � �� - � � ° �'� - w \, 1I PARKING & ACCESS ESML - - " ^ TO BE ABANDONED �� " � � O �� ° �E� � \ J � 1�� 12 / � o.E � _ ,- � � a � � � J W , / � � � ' � � i , ` ° ' v a - (� z �� / �� .' �� 536 SF �� ' ' � �� EX. 10'x10' W.E. �� f� � � � � � � � 0 C.C.F.# D216027206 � �� - - - P.R.T.GT. � � 2 , � � � � U � � � � � / // � , -' ° 0 / � �g� � Q � � -� � � U z � � RETAIL 2 � ��' � � � � /� � � � � � 6927 SF /. % / j /! I..L i '' G , � � , � , , �� / � �II A\ / / ' ' � / 6' LIGHTING, DUCT BANK i � W X � �/� � O� � `��u� � TRI-COUNTY, & ATMOS� � _ " Z � �/ � � � ' \ , � � � � / � � � ESMT. � � � � � �� / � i � . � i � a , � � ,, ; � , � Q �� V '' ;�� / ' ;�� a ° -- - V J X , TRI-COUNTY ES�N� p " J O Q i � � � � : . � � / g a w � ' '` � - -- � � � ��° w � W � � z Q � � : . , � a � � : � �� " , �� ,' � w R � i % - �� s' 12 � ,' -�„ � � � a , � j // � � � ,� , rn ,� -% � ' � 0 . . o � - i , , �� - � ,- /� O�� U .� ____ � . . : '_ L! ' ; �- -� [� /j . ' � ____- __ O � N i� " , 1 ry: av/ � , � / " � � /, ,- -- - - -----� / �,� � �- /r / '� � p � � a // � � �� ' � � c� /� �� RETA/L 3 � `/ N i �� 4478 SF W.E.�� ' � � � � � .. ^ i i � o �/ �/ � / ' � � � � p � �j �� -- � `� � � Z " � ' ' � BLOCK B z % i: �� RETAIL 5 6' LIGHTING, DUCT BANK ° , W � � i / � � 1803 SF TRI-COUNTY, & ATMOS R1'�$ � �� U GI O c '�� I/ �� ESMT. RETAIL 4 �� ° / II 2078 SF TRI-COUNTY ESMT. � � / � / 3 � � �i TRI-COUNTY ESMT. W E' �� ° � - - � Z � - � �� _� ___-- - �� _ _ � � � � / a,� THESE PLANS ARE ISSUED FOR � �� _ - � ---- � �1 � a THE PURPOSE OF PRELIMINARY � _,;�� -____ ,' ___ _ - � a a° ° � ,r _ `<�� REVIEW AND ARE NOT INTENDED � 4 - � ---�- ; ----- -' � � � a ` -__ --� _ L12 a a � - __ ,� • a x a � , J° � -- J � F ---- a � ��-r----- -- �- _ - _ - � � .- - � � � J i �� a` a � --- �� ,� ��3 a ° _ ` _ ` ' - a o �� ,�� a� WHEN�NSSUEDTiON o �- � ° L15 � v � � ` °�� "�� G+' - _ ° �C�� '� -� -�" 9 SFINAL FORM THEY WILL BE a o � a � a RON � __ __ q � - , i � � � F ° °� - < EALE SIGNED AND DATED � -� � - � „ , a � a - ° � - - i \ -- -� a ' � a ,\ == __ - - ° �� p a , +, � O � _----- -_-- _ -__ _ O _ RESPONSIBLE ENGINEER: � � - � � i� BGE, INC. a I _- a TEXAS REGISTERED ENGINEERING � __-__-- N L ; FIRM F-1046 �-- JASON A. FREY, P.E. a - �� '. � L TEXAS REGISTRATION N0. 88485 `i �� o � JANUARY 27, 2020 EX. 10'x20' TRI-COUNTY ESMT. ! C.C.F.# D216027206 a N BLOCK M �'� o � P.R.T.C.T. I I CAU TI ON I I a � �; o � Contractor to Verify exact location \ ; LINE TABLE Ex. is' °E a � ��nt� ConstructF�acilAct vitesor to C.C.F.# D216027206 / ` Y �, CURVE TABLE P.R.T.c.T. �/ o LINE LENGTH BEARING ; �j CURVE RADIUS DELTA ANGLE ARC LENGTH LONG CHORD CAUTION � � \ i � L1 18.399 N28' 27' 38.39"E � � � %8 HOURS�PRIOR 8 0 CONSTRUCTION o C1 29.33' S1°08'51" 26.19' N 02°53'13" E, 25.32' � L2 72.337 N42° 06' 30.97"E a � o C2 30.00' 74'51'25" 39.19' N 65°53'21" E, 36.47' L3 41.616 N58' 32' 40.00"E � / o REVISIONS u�, C3 54.00' 31'25'15" 29.61' N 87°36'25" E, 29.24' �, a `� PARKING p 15 30 60 REV N0. DATE DESCRIPTION � L4 11.278 N23° 32' 40.00"E i/ � Level Parking Provided � C4 146.00' 29'47'16" 75.90' N 57'00'09" E, 75.05' L5 3.365 N68° 32' 40.00"E / / \ < � Surface 62 � B1 65 SCALE: 1" = 30' �' C5 88.00' 16°26'09" 25.24' N 50°19'35" E, 25.16' L6 97.854 S77° 59' 00.06"E , � \ , � ° �o) g2 64 a C 6 11 2.0 0' 3 5°0 0'0 0" 6 8.4 2' N 4 1'0 2'4 0" E, 6 7.3 6' L7 32.649 S31° 27' 20.00"E � Total Provided: 191 U � C7 112.00' 15°00'00" 29.32' N 16°02'40" E, 29.24' L8 125.577 S41° 27' 20.00"E ❑V E R A L L L E G E N D � o C8 30.00' 59'59'58" 31.42' N 38°32'39" E, 30.00' L9 21.999 S78° 32' 40.00"w NOTES: �i FH 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS � c9 30.00' 33'2s'2o" 17.53' N s5°1s'So" E, i7.2s' ��0 39.307 s3$° 32' 4o.00"w �ROPOSED FIRE HYDRANT EXISTING FOR THIS PLAN SET � C10 30.00' 46°31'39" 24.36' S 54'43'10" E, 23.70' L11 20.981 S58° 32' 40.00"W 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS DRAWN BY: ° SSMH PROPOSED SANITARY OTHERWISE NOTED w C11 54.00' 10°00'00" 9.42' S 36°27'20" E, 9.41' L12 50.957 N81° 27' 16.11"W • MANHOLE CHECKED BY: o C12 30.00' 86°26'34" 45.26' S 01°45'57" W, 41.09' L13 64.592 S78' 32' 40.00"W PROPOSED STORM INLET DATE: 3 L14 21.959 N71° 27' 19.99"W BM1 - "❑" Cut found on top of curb at the south median nose approximately � C13 117.50' 40°00'00" 82.03' S 58°32'40" w, 80.37' o-� PROPOSED STREET LIGHT 691 feet southeast of the intersection of Solana Blvd. and Davis Blvd. ° L15 36.545 N81' 27' 20.00"W Elev. 668.963' PROJECT NUMBER: o C14 s2.5o' 20°00'00" 2s.so' s 4s°32'40" w, 28.65' EXISTING TRANSFORMER " L16 383.037 N77° 59' 00.06"W -° C15 117.50' 19'00'42" 38.99' S 49°02'19" W, 38.81' p „ � �17 24.171 s31° 27' 2o.00"E LS PROPOSED LANDSCAPE BM2 - ❑ Cut found on top of curb in the west turn lane median at the m C16 25.00' 75'49'06" 33.08' S 77°26'3�" W, 30.72' intersection of Davis Blvd. and Hwy 114 approximately 38 feet west of the S h e e t N O. � �18 99.497 S41° 27' 20.00"E centerline of Davis Blvd. and 8 feet southwest of traffic si nal ole on � C17 172.53' 16°00'45" 48.22' N 72'39'1s" w, 48.06' EXISTING STREET LIGHT southwest corner of intersection. 9 p � L19 90.815 S66° 27' 20.00"E Elev. 667.93� S I TE P L A N , c,$ 167.50� 20°00°00°° 58.47� s ss•32°40°° w, 58.17' EXISTING GAS METER S U RVEYO R/E N G I N E E R L20 171.016 N68' 32' 40.00"E �' EXISTING ELECTRIC MANHOLE TBM1 - "❑" Cut in median nose located N 700 feet southeast of intersection of Davis , Blvd. and Dove Road. Elev. 668.96 BGE, Inc. o � 2595 Dallas Parkway, Suite 204, Frisco, TX 75034 ¢ P D S I T E P LAN PAC KAG E N OT EXISTING SIGN p „ _ � TBM2 - ❑ Cut in median nose at intersection of Davis Blvd. and Bull Way. � Tel: 972-464-4800 • www.bgeinc.com �� EXISTING FIRE HYDRANT Elev. 679.58 � TBPE Registration No. F-1046 �� z� TO USED FOR CONSTRUCTION . 0 opyng t �� sHEET C3 �= c�2 mo GENERAL NOTES TOWN OF WESTLAKE GENERAL NOTES TROPHY CLUB � o � � � ��o�o �� 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" ��,��' ��- � ��'�, �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 y�� Medlin MEAO� 1'�, 5�,,� Cemetery Golf y Y � � � 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. E�� t J� Course � a o MUNICIPALITY. CONTRACTOR MUST HAVE A COPY OF THE LOCAL MUNICIPALITY'S STANDARD CONSTRUCTION DETAILS ON SITE.. � SUNS�.�ppHYG� y FAl�dyqY SEMINOLE T� ? � � 2. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE TOWN OF WESTLAKE. THE TOWN RESERVES THE RIGHT TO ACCEPT OR �'-P°9 �Q' ��q� �_ = 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. 114 �`� �o° �'oo� r FRESHMEADO`N w< Z N � APPURTENANCES. LOCATIONS SHOWN ARE GENERALLY SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT THE SIZE AND LOCATION OF EACH � s�c � `�� NyERNESS a X I w 3. ALL DISTURBED AREAS OFF-SITE SHALL BE SEEDED OR SODDED AS SHOWN ON THE CONSTRUCTION PLANS. I Q PARTICULAR UTILITY. SOME UTILITY LINES MAY NOT BE SHOWN. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ACTUAL FIELD LOCATION AND � � ��m y PROTECTION OF EXISTING FACILITIES WHETHER SHOWN OR NOT. CONTRACTOR SHALL ALSO ASSUME RESPONSIBILITY FOR REPAIRS TO EXISTING �a � J BGE Inc. 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. � � _ � WESTLAKE � � INVERNE � 2595 Dallas Parkwa Suite 204 UTILITIES SHALL NOT BE A BASIS FOR ADDITIONAL EXPENSE. �\ N � Y� 5. THE CONTRACTOR SHALL NOTIFY THE TOWN OF WESTLAKE AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO COMMENCING CONSTRUCTION. � � / Frisco, TX 75034 4. ANY CONTRACTOR / SUBCONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY 6. ALL PAVING AND UTILITIES SHALL BE CONSTRUCTED AND TESTED IN ACCORDANCE WITH THE TOWN OF WESTLAKE SPECIFICATIONS. � I�I� � Tel: 972-464 4800 • www.bgeinc.com RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. SAID EXISTING IMPROVEMENTS SHALL INCLUDE BUT NOT BE LIMITED TO BERMS, DITCHES, FENCES, AND PLANTS. ANY REMOVAL OR DAMAGE TO EXISTING IMPROVEMENTS SHALL BE 7. AN ENGINEERED TRENCH SAFETY PLAN IS REQUIRED WHEN THE TRENCH DEPTH EXCEEDS 5'. '� KING TBPE Registration No. F-1046 REPLACED OR REPAIRED BY THE CONTRACTOR AT HIS EXPENSE AND SHALL BE APPROVED BY THE TOWN OF WESTLAKE. Contact: Jason Frey 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: 972-464-4821 5. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL USE SILT FENCES (OR AND SANITARY SEWER MASTER PLANS FOR THE TOWN OF WESTLAKE. � OTHER METHODS APPROVED BY THE ENGINEER AND TOWN) AS REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT N ��o / Copyright 2017 PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, OR LOCAL EROSION CONSERVATION, AND SILTATION ORDINANCES. WATER NOTES: Q SOLqNq CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE � ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS AND 1. CONTRACTOR SHALL PURCHASE A COPIE(S) OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION, AND FOLLOW SAID STANDARDS g<�`��r APPROVALS BEFORE CONSTRUCTION BEGINS. `'� DURING CONSTRUCTION. oovE Roao c,�s� 9 OWNER: 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN NEAT AND ACCURATE CONSTRUCTION RECORD PLANS. A COPY OF THESE RECORD PLANS ARE 2. ALL WATER LINES, FITTINGS, AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST = ��`� TO BE SUBMITTED TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION. EDITION. ALL WATER SERVICE CONNECTIONS TO BE FORD COMPRESSION FITTINGS. ALL BENDS TO HAVE RETAINER FITTINGS (MEGA-LUG). USE DOMESTIC w�°°a � MRW INVESTORS, LLC. 7. CONTRACTOR SHALL USE ALL NECESSARY SAFETY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND UNDERGROUND POWER LINES. THE DUCTILE IRON FITTINGS ONLY. �\� � 1800 VALLEY VIEW LANE, SUITE 300 CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS SHOWN ON THE PLANS AND ALL FIELD CONDITIONS THAT MAY AFFECT CONSTRUCTION. 3. ALL FIRE HYDRANTS SHALL HAVE ONE (1) HYDRA-STORZ CONNECTION AND TWO (2) 2.5" HOSE NOZZLES, SHALL HAVE A MINIMUM MAIN BARREL FARMERS BRANCH, TEXAS 75234 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 VICINITY MAP CONTACT: MEHRDAD MOAYEDI 8. SHOULD DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO OBTAIN THE ENGINEER'S CLARIFICATION BEFORE COMMENCING WITH ARTICLE IV, SECTION 2.H.5 OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS AND AGREED TO BY THE TOWN. (NOT TO SCALE) THE CONSTRUCTION. 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. 10. THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING WATER, OR BY 5. ALL WATER MAINS SHALL BE PVC AWWA-C900, DR18, CLASS 150 UNLESS NOTED OTHERWISE. OTHER MEANS APPROVED BY THE TOWN AND ENGINEER, AT NO ADDITIONAL COST TO THE OWNER. 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 11. ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. UNUSABLE EXCAVATED MATERIAL AND ALL WASTE RESULTING USED. VALVES TO BE EXTENDED TO WITHIN 1' OF GROUND IF MORE THAN 36". DEVELOPER: FROM SITE CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF SITE BY THE CONTRACTOR AT HIS EXPENSE. 7. FIRE HYDRANTS SHALL BE LOCATED 6' BEHIND THE BACK OF CURB MIN . � � VOLTADEREI, LLC. 12. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED To EARTHWORK. 1321 UPLAND DRIVE, SUITE 3966 8. CONTRACTOR SHALL CLEAN THE WATER MAIN BY INSERTION OF "POLY PIGS" AT DESIGNATED LOCATIONS. COST FOR "POLY PIG" CLEANING WILL BE THE 13. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS, MANHOLES, TELEPHONE RISERS, WATER VALVES, ETC. DURING RESPONSIBILITY OF THE CONTRACTOR. HOUSTON, TEXAS 77043 ALL CONSTRUCTION PHasEs. TEL: 716.998.3386 9. ALL DOMESTIC WATER SERVICES SHALL BE 1" CLASS 200 POLYETHYLENE. CONTACT: JOHN SCHOBER 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 MOISTURE AND MECHANICALLY COMPACTED TO 95 PERCENT STANDARD PROCTOR FOR ALL UTILITIES. 10. CORPORATION STOPS SHALL BE FULL OPEN PRIOR TO BACKFILL. 15. ALL PROPOSED GRADING WHERE ANY BUILDINGS MAY POTENTIALLY BE CONSTRUCTED SHALL BE AT OR ABOVE OPTIMUM MOISTURE AND MECHANICALLY 11. CURB STOPS SHALL BE TESTED FOR FULL FLOW WHEN THE SYSTEM IS PRESSURE TESTED. � COMPACTED TO 95 PERCENT STANDARD PROCTOR. ALL OTHER GRADING SHALL BE AT OR ABOVE OPTIMUM MOISTURE AND MECHANICALLY COMPACTED Q Q TO 90 PERCENT STANDARD PROCTOR. CONTRACTOR WILL HAVE TO COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY 12. METER BOXES SHALL BE FURNISHED BY THE CONTRACTOR AND PLACED IN PAVEMENT PER TOWN OF WESTLAKE METER BOX DETAILS FOR IN-PAVEMENT X ADJUSTMENTS AND / OR RELOCATIONS. METER BOXES. Q � 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. 14. METER BOXES SHALL BE ADJUSTED TO FINISH GRADE PRIOR TO PAVING. w � � 17. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THE PROJECT. CHANGES 15. EXTEND SAMPLING POINT 2' ABOVE EXISTING GRADE AND END WITH A 1" CURB STOP. SAMPLING POINTS WILL BE DETERMINED BY THE CONSTRUCTION Q � � ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE TOWN OF WESTLAKE. INSPECTOR. (n O 18. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL � � 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. Q � � U 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. � � � Q � EROSION CONTROL PLAN. OFFSITE BORROW AND SPOILS AREAS ARE CONSIDERED PART OF THE PROJECT SITE AND THEREFORE SHALL COMPLY WITH 18. FLUSHING AND CHLORINATION SHALL BE COORDINATED WITH THE CONSTRUCTION INSPECTOR. THE TOWN OF WESTLAKE EROSION CONTROL REQUIREMENTS. THESE AREAS SHALL BE STABILIZED WITH PERMANENT GROUND COVER PRIOR TO FINAL z U z U x � APPROVAL OF THE PROJECT. 19. ALL TAPS ON EXISTING MAINS SHALL BE WET TAPS. NO SIZE-ON-SIZE TAPS ALLOWED. Q Q � X � 20. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS GOVERNING EXCAVATION. THE CONTRACTOR SHALL PROVIDE U O � O a X W D E T A I L E D P L A N S A N D S P E C I F I C A T I O N S F O R T R E N C H S A F E T Y S Y S T E M S T H A T C O M P L Y W I T H A P P L I C A B L E L A W S G O V E R N I N G E X C A V A T I O N. T H E S E P L A N S 20. EXISTING VALVES SHALL BE OPERATED BY CITY PERSONNEL ONLY. ONCE THE NEW WATER LINE IS ACTIVATED AND PASSES BACTERIOLOGICAL TESTING, � = 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 m W J J Z Q o T O T H E O W N E R P R I O R T O C O M M E N C I N G W O R K. T H E C O N T R A C T O R S H A L L B E S O L E L Y R E S P O N S I B L E F O R A L L A S P E C T S O F W O R K R E L A T E D T O SANITARY SEWER NOTES: � � � � - J � EXCAVATION. Q _ �^ m � � 1. CONTRACTOR SHALL PURCHASE A COPY OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION, AND FOLLOW SAID STANDARDS DURING z � V J a 21. THE CONTRACTOR SHALL COORDINATE OPERATION OF ALL EXISTING VALVES WITH THE TOWN OF WESTLAKE. THE CONTRACTOR SHALL BE SOLELY CONSTRUCTION. w W N RESPONSIBLE FOR SITE TRENCH SAFETY DURING ALL PHASES OF CONSTRUCTION. 0 � \� � T� 2. ALL SANITARY SEWER LINES, FITTINGS AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE TOWN OF WESTLAKE ENGINEERING STANDARDS � � 5 � � 22. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF GRATE INLETS ' ' O N AND ALL UTILITIES CROSSING THE STORM SEWER. LATEST EDITION. � N 3. ALL RESIDENTIAL CLEANOUTS WILL BE BASS & HAYS 404 CLEANOUT OR APPROVED EQUAL. w � j 23. THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE STORM SEWER. � THE TOWN OF WESTLAKE SHALL INSPECT ALL PUBLIC IMPROVEMENTS. 4. THE SANITARY SEWER SERVICE LINE SHALL BE EXTENDED A MINIMUM OF 6 FEET PAST THE PROPERTY LINE. U Q O � 24. THE CONTRACTOR'S BID PRICE SHALL INCLUDE ALL INSPECTION FEES. AS AN ALTERNATE, THE OWNER RESERVES THE RIGHT TO PAY THE INSPECTION 5. 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. .� Z 25. THESE PLANS DO NOT EXTEND TO OR INCLUDE DESIGN OR SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR IS ITS 6. SERVICE LINES ARE TO BE LOCATED AT THE DOWNHILL SIDE OF THE LOT. 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 THE PURPOSE OF PRELIMINARY ` SYSTEM THAT MAY NOW OR HEREAFTER BE INCORPORATED IN THESE PLANS. 7. THE TOP OF SEWER PIPE SHALL BE A MINIMUM OF 48" BELOW FINISHED GRADE. REVIEW AND ARE NOT INTENDED a 8. 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 Y FINAL FORM THEY WILL BE 0 9. A TV INSPECTION OF THE SANITARY SEWER LINES IS REQUIRED. SEALED, SIGNED AND DATED. � 27. FERTILIZER SHALL BE IN ACCORDANCE WITH NCTCOG SPECIFICATIONS ITEM 3.11 "FERTILIZER". � 28. WATER, SEWER, & DUCT BANK WILL HAVE DETECTOR TAPE INSTALLED BETWEEN EMBEDMENT AND NATIVE BACKFILL. 10. THE SEWER PIPE WILL BE PRESSURE TESTED IN ACCORDANCE WITH TNRCC LOW PRESSURE AIR TEST (SECTION 317.2 (a)(4)(B)). REFER TO MANHOLE � DETAIL FOR ADDITIONAL TESTING REQUIREMENTS. RESPONSIBLE ENGINEER: `� 29. THE CONTRACTOR SHALL VERIFY THE LOCATION, SIZE, AND MATERIAL OF ALL UTILITIES AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING BGE, INC. � CONSTRUCTION. CONTRACTOR SHALL CONTACT AND COORDINATE WITH ALL AFFECTED UTILITIES 48 HOURS PRIOR TO CONSTRUCTION. DIG TESS 11. ENGINEERED CASING IS REQUIRED WHEN CROSSING STREETS LARGER THAN COLLECTORS. TEXAS REGISTERED ENGINEERING FIRM F-1046 � 1-800-344-8377 12. NO SERVICES ALLOWED ON CLEANOUT STACK. JASON A. FREY, P.E. L TEXAS REGISTRATION N0. 88485 N 30. CONTRACTOR SHALL LOCATE AND ADJUST EXISTING UTILITY MANHOLE LIDS, CLEANOUTS, WATER VALVES AND OTHER SURFACE APPURTENANCES AS 13. ELIMINATE DISCHARGE INTO THE EXISTING SEWER SYSTEM BY PLUGGING LINE AT CONNECTION. THE CONTRACTOR WILL BE BILLED FOR THE DISCHARGE JANUARY 27, 2020 � REQUIRED FOR NEW CONSTRUCTION. CONTRACTOR SHALL COORDINATE UTILITY ADJUSTMENTS WITH OTHER DISCIPLINES AND THE APPROPRIATE UTILITY DURING CONSTRUCTION. � AGENCIES AND PROVIDE FOR ALL FEES FOR PERMITS, CONNECTIONS, INSPECTIONS, ETC. THESE ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO i i CAUTION i i a THE CONSTRUCTION CONTRACT. 14. UTILITY CONTRACTOR SHALL PLACE APPROPRIATE LOCATION MARKS ON THE CURBS PER THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST �� EDITION. Corl�aclo� to Verify exact location ° 31. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY MONUMENTATION AND PRIMARY CONTROL. ANY SUCH POINTS WHICH THE CONTRACTOR & Depth of Exist Facilities Prior to � BELIEVES WILL BE DESTROYED SHALL HAVE OFFSET POINTS ESTABLISHED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MONUMENTATION 15. PIPE MATERIAL FOR WASTE WATER LINES SHALL CONFORM TO THE NOTES SHOWN ON THIS DRAWING AND TO THE REQUIREMENTS OF THE PROJECT 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. CAUTION i i i 32. BARRICADING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE cONTACL �-800-D�G-TESS i LATEST EDITION OF THE 'TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" PART VI IN PARTICULAR. TRAFFIC FLOW AND ACCESS SHALL BE �� HouRs PR�OR TO CONSTRUCT�ON o MAINTAINED DURING ALL PHASES OF THE CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC SAFETY MEASURES FOR WORK 16. WATER AND WASTEWATER LINES SHALL BE LOCATED A MINIMUM OF 9'APART (CLEAR DISTANCE). WHEN SEPARATION CANNOT BE MAINTAINED, SANITARY a ON PROJECT. SEWER SHALL EITHER BE ENCASED IN CONCRETE OR UPGRADED TO PRESSURE PIPE (MIN. SDR 26). U � 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. � � 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 a 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. � 0 �i 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: ,� 36. CONTRACTOR SHALL MAINTAIN UTILITY SERVICES AT ALL TIMES DURING CONSTRUCTION. ENGINEER IN ACCORDANCE WITH THE LOCAL MUNICIPALITY STANDARDS. 0 j 37. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING SIDEWALKS ADJACENT TO THE PROJECT FREE OF MUD AND DEBRIS FROM THE CONSTRUCTION. 2. FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, ASTM DATE: ° 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. PROJECT NUMBER: �° PAVING NOTES: � 39. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, INSPECTION, AND TESTING AS REQUIRED BY THE OWNER AND/OR THE LOCAL � MUNICIPALITY. 1. CONTRACTOR'S WORK SHALL INCLUDE PAVEMENT REMOVAL AND DISPOSAL REQUIRED FOR NEW WALK, DRIVE, CURB, GUTTER AND OTHER PAVING Sh eet N O. o FEATURES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, INSPECTION AND TESTING REQUIRED BY THE OWNER AND/OR THE LOCAL N 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 � � � 2. PAVING SECTIONS SHALL BE SAWCUT IN 15' X 15' SQUARES. w � `� 3. PAVEMENT REMOVAL AND REPAIR SHALL CONFORM TO THE LOCAL MUNICIPALITY REQUIREMENTS. CONTRACTOR SHALL MAKE AN EFFORT TO PROJECT � CONCRETE AND/OR ASPHALT EDGES. � PD SITE PLAN PACKAGE NOT i 4. CONCRETE PAVING JOINTS SHALL BE CONSTRUCTED AS RECOMMENDED IN THE GEOTECHNICAL REPORT NOTED BELOW. � N 4 .� z � TO U S E D F O R CO N ST R U CT I O N . 5. SITE PAVING AND PAVEMENT SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT N0. MS153490R3 PREPARED BY EWI ui a AND DATED FEBRUARY, 2016 C�� SHEET 4 CF C12 m cr � TROPHY CLUB o o � � � J �° o �� r -'--___ ��t�� CRE��G�� BOB JAMES '---__ � y��. 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STA Of92.03, 11.83' LT (� THE PURPOSE OF PRELIMINARY 'o •; �' \��---_____ ,'�-----_ , ___----' , a • . ,� ; ,� . , � ;- , ;< , � / / REVIEW AND ARE NOT INTENDED a '- "" �' � a � FOR CONSTRUC 10 � � ' �' ' � T N. J � J a� � ° a � �-�r-------------o J J • � � � � � � � " � � • . ��,,i- � �' / / .� / � WHEN ISSUED IN � • , , , . ' , �° � � . �, ��, ,' m \ \ . , , s , p �. �J < — _�'� A • , . . �, , �_ - a / NOTES: FINAL FORM THEY WILL BE � ' — �� _ � � / 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS SEALED, SIGNED AND DATED. _ \ � EXISTING FOR THIS PLAN SET o — ° a � ` — _ — � � �� \ la � � 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS RESPONSIBLE ENGINEER: N \ � _ .� _ �— � — \ — � / OTHERWISE NOTED BGE, iNc. o I TEXAS REGISTERED ENGINEERING FIRM F-1046 N L — \ BM1 - "❑" Cut found on top of curb at the south median nose approximately JASON A. FREY, P.E. � � 691 feet southeast of the intersection of Solana Blvd. and Davis Blvd. TEXAS REGISTRATION N0. 88485 L `i . o � Elev. 668.963� JANUARY 27, 2020 o EX. 10'x20' TRI-COUNTY ESMT. � � . / C.C.F.# D216027206 o i BL K M P.R.T.�.T. \ „ „ � � � , BM2 - ❑ Cut found on top of curb in the west turn lane median at the CAU TI ON �i I I ,,� � intersection of Davis Blvd. and Hwy 114 approximately 38 feet west of the c<�ntractor to ver�fy eXact iocat�on s �� centerline of Davis Blvd. and 8 feet southwest of traffic signal pole on � i,��:�>tn of EX�st Fac�i�t�es Pr�or to � EX. 15' D.E � � SOUthW2St COI'11e1' Of IlltefS2Ct1011. �n Construction Activities � I C.C.F.# D216027206 / � ` Y �n , P.R.T.C.T. • ,� � . � Elev. 667.93 CAU TION ! ! ! i . � ,� • � TBM1 - "❑" Cut in median nose located � 700 feet southeast of intersection of Davis �.� HouRs�PRioR 8 o coNSTRucTioN g \ Blvd. and Dove Road. Elev. 668.96 U • o / \ ° ' TBM2 - "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. REVISIONS ,�, • \ REV N0. DATE DESCRIPTION c t Elev. 679.58 o � � / \ .. c� � ,�, a , / � � \ � U ❑VERALL LEGEND PAVEMENT LEGEND m (SEE GEOTECHNICAL REPORT) N FH� PROPOSED FIRE HYDRANT a � CONCRETE PAVERS ABOVE 3/4" OF SAND � SSMH PROPOSED SANITARY ' AND 5.5" 3,600 PSI CONCRETE W/ #3 o � MANHOLE BARS ON 18" O.C.E.W. ON 6" OF DRAWN BY: o LIME/CEMENT TREATED STABILIZED w PROPOSED STORM INLET SUBGRADE. SEE ARCH. PLANS FOR CHECKED BY: � �p PROPOSED STREET LIGHT PAVERS TYPE AND LOCATION 0 � 3 EXISTING TRANSFORMER a °a CONCRETE BAND: 3,600 PSI CONCRETE W/ DATE: o #4 BARS ON 18" O.C.E.W. ON 8" OF LIME/ o LS PROPOSED LANDSCAPE CEMENT TREATED STAB SUBGRADE. SEE PROJECT NUMBER: � o EXISTING STREET LIGHT ARCH. PLANS FOR FINISH AND LOCATION. o SEE CONCRETE BAND DETAIL SHEET 37 m Sh eet N o. o EXISTING GAS METER N PAVING PLAN � PROPOSED SIDEWALK 4" 3,500 PSI CONC. � EXISTING ELECTRIC MANHOLE PAVEMENT W/ #3 BARS � 24" O.C.E.W. � EXISTING SIGN � z P D S I T E P LAN PAC KAG E N OT � EXISTING FIRE HYDRANT a � C5 z� TO USED FOR CONSTRUCTION . �� sHEET C5 oF c�2 mo � ' TROPHY CLUB o o � � � � �.�o �,� } \\\ ' • ' ' ��t�F' CRE��'�� BOB JAMES y��.`' Medlin MEqO� �� ' �,,� Cemetery Golf 2 w y� � �'�,, ' ' • ��5 NS��ROPHY G�J�2 FAlI�,CourseSEMINOLE T � 2 � � � � ��,� � ��,_ c• ,n �� c�` 9 �� q F F �cz� o v�i � \, \\ <--_ � � • 114 � Gpo �O�'Y r RESh�MEADOw W W Z y � \ � \\ l ' ` s�G `n �� N�ERNES Y \ \ � �� / /`` '--___ ` \ \ � or�� J 5 a x I W \ / \ � �/ /� � � ` `- � ` � � I � N \�� _ - � � � � ,i �---��'_ � OS3 BGE, Inc. � \� \ � � ` WESTLAKE � � � � INVERNE � i � � ��, � 2595 Dallas Parkway, Suite 204 � � \\ \� � � �'� __ ' _ � 0.67 5.88 � ` �� '�` o Frisco, TX 75034 \ � � � � � , y�.� �,� � � � � � � � �� Tel: 972-464-4800 • www.bgeinc.com �� , � �� V ORR�; �� K,N� TBPE Registration No. F-1046 \ 6 �� \ ,,--____ 1► , � _ _ � , � ` Contact: Jason Frey s� , �� \ �S2 � -- ,-�� _1---- � �-� � ` a 114 Tel: 972-464-4821 �`�� ., , A � < � � � � � �'- �� -\ \ _\ � , � & � Copyright 2017 0 15 30 60 � � \ \ , \ \\ 0.20 1.76 � I 1 I ' � ,! \ � �,__ \�-- � ` cn g�. � , � ___ � _ -` � -_ \ \. - SO LANA � � � � � , ` � �\ A' �� o , , � -- SCALE: 1" = 30' j � I � � � � � , � � � � � � ` �� , - \ � �\ \ \ �V� � �o��r _ �� '' � , � � � \ ` � , A` � �'� �, DOVE ROA C'i��P � � - , - �_ , D '� ,, � � � � � � � � � � � � � � , ,_ � � � ��--� � o ��9.� OWNER: , � � , , � � � , � / / � / � � �, � � , � _ , �� V� ��__ i �� z ��,F , , � / �,, �� / ' � I � / � i �� `�, _ \ � � �� A� � � sso ��, ��-- i � i � ��.�° � MRW INVESTORS, LLC. � / � � � -' � � � � � �\ V �--___ , �(' a � � � ;' � � ,' � � / � � �, � -- � �� / � � __ � � � �� _ � ,_- � � 1800 VALLEY VIEW LANE, SUITE 300 , I � � - - - � ��''-� � �-- - - � �� _ �� - - � � � VICINITY MAP FARMERS BRANCH, TEXAS 75234 ' � � V - � = � � CONTACT: MEHRDAD MOAYEDI - _ � / � , f � , �� _ � , � �� - � � \ � � - � � (NOT TO SCALE) / � 1 ,� i � -_ � � � � � , � � ,/� � r L \ / �� - - - , � � J -_ � , - � � i �� j �/ �� ;� ,��,� ; � % �' ��/, � � � l ��, , � � �� - - - - -__ - � ' � � � , '-�/ - . � , , j � // % � �� ,' �,� ,' � /� � �� /�i - - � � � �1/ � � � � � � � - - _ � �� _,- � i ��_ �= _ � / i ,, �� / i /j �� - - - �- � �� - - = -- - � � �/ � � � `� / � , ��-� \ , � � � _ _ i -� i !-�__= � � -� � - BLQCli / � , � �'�, � ,� �,� AZ /�;� � �,, , � � � BtflC� �- -- - � � ��, �_ ��_ - �',A ;�� / --- - - � � _ _ - - = � -_ � /� � � - � _ - \ � , - � � � i o - � f i � � i � ii � - - 6� � - �;, �X 'i '� � � � � A�J -' � � % - �+� DEVELOPER: � . / �� ,� �'� �� ` � � �� 0.39 2.54 , � ! i � � � � � � _� � � � � / i� �; �� i �J �� ' ` ' ' . • • . �/ �/ j / / j �� / Q�� ,' �, �� , � / / , � - ' � � �� - 0.73 4.75 - � �� ' � / _ • VOLTADEREI, LLC. � � / / // � ,,� � �j �� /� / � � �� - _ �, � �� j � ��j �/�1.13 9.88 ' 1321 UPLAND DRIVE, SUITE 3966 \ �� j �� ,� �� /�� `��'\� ��, � _ � � �� - j� � j � �//s�j � / � � � � HOUSTON, TEXAS 77043 , , , � , \ , � � � � , / �� V� � � � � ��/ i� / �' � �� \ �� ' / / ' � �� =� � � � - � � � -__ // ,� ,; - , _ � , � � TEL: 716.998.3386 � , , ,-' � �� A � � � �� , ,-' �;� � �� j�-- - = ' / , � � - � �'�� /� � i , _ � , � <, CONTACT. 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' � � ' / / ;,! / � V � -� \� BL�CI� B/ , w � � _ , - - � ,' ' � � � �j � / � / � l � � � ll � � o � � � � / , , /� 3 � � � ; l � � �/� ' � . � i� _- - J� � / \ � � � � , , . I - _ , . , � � � i , � „ - - � � � � , % -- --� � � � - , �� ' �� , � / / / / /� �� , k ,, � / � ��,, ---- - / ----_ - �' � THESE PLANS ARE ISSUED FOR / \\ -- -- � o � o �,, / ___�---- � �, 8 � -r�_, � _ � �I� < � � � /%�� \ THE PURPOSE OF PRELIMINARY � / � � �'--,�-____�"--- __, � � �-- , , • . � ,° • � , ' ' , , --. _ � { � . / � ,� �/ � REVIEW AND ARE NOT INTENDED � � / � i <� � ; �� ,;��• ° � ' � � ----- __= -,\- _ _ , , � / �/ � � ) FOR CONSTRUCTION. � ' � , ,a � �---- ' � � � � � / ' � / WHEN SSUED IN � _ �� . �, , �. 1____--, / I o , • � . , --s � < °� � '� � \' ' � , � �'\� �__ - ' � \ � ��_/ ^ \ � FINAL FORM THEY WILL BE . GI �' �° � ° � � � � 8 ' • '-' � �IV/� _ �� '� r' I� � � � ; / _ � SEALED, SIGNED AND DATED. m � , � , � � � � � � ` .� � / / \ ` j /� - \ o - •► > � � � � � I � � ` � � � � ° � _ �� - RESPONSIBLE ENGINEER: i � � � � / � � I � � � � �A� �� / � BGE, INC. � � � I � TEXAS REGISTERED ENGINEERING � I � ;_ � \ � � \ OSC � // / NOTES: ,, . � FIRM F-1046 L ' L \ � \\ � ` � �� `"" � �� I � I I � 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS JASON A. FREY, P.E. � _ TEXAS REGISTRATION N0. 88485 � - � � � \ 5140 10.36 � ( � EXISTING FOR THIS PLAN SET "' � � - -_-- _ _ � _�� \ � '•J � p \ ( JANUARY 27, 2020 i \ � I � � BL�CK M - _ - � \� � �� o I - - � � � � � � V A � i i CAU TI ON i i I � II \ ai ' � I � � BMl - - __--- - � I I "❑" Cut found on top of curb at the south median nose approximately o I � I 1 ` �. \ � ' / , ' J \ 691 feet southeast of the intersection of Solana Blvd. and Davis Blvd. c<�ntractor to ver�ty eXact iocat�on � � '� � � Elev. 668.963 � anty ConstructF�acilAct vitesor to � , � � BM2 - "❑" Cut found on top of curb in the west turn lane median at the CAUTION � � o intersection of Davis Blvd. and Hwy 114 approximately 38 feet west of the coNTACT: �-Boo-I�i�-TEss o centerline of Davis Blvd. and 8 feet southwest of traffic signal pole on '� HouRs PRioR To coNSTRucTioN Q southwest corner of intersection. M Elev. 667.93' R E VI SI ON S ,�, REV N0. DATE DESCRIPTION � TBM1 - °❑" Cut in median nose located N 700 feet southeast of intersection of Davis � Blvd. and Dove Road. Elev. 668.96 � c� � TBM2 - "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. a Elev. 679.58 U O m / N O ai TaUle 1: Drainage Areas L E G E N D � Area Area Area Coeff Time of 100 YR 100 YR DRAWN BY: o Designation (sq ft) (Acres) C Asphalt/Conc. Commercial Single Family G-ass Concentration INTENSITY FLOW � � � DRAINAGE AREA BOUNDARY ° 0.95 0.70 0.65 0.35 Tc (1N/HR) (CFS) w 1 2 3 4 5 6 7 8 9 18 19 EXISTING CONTOUR LINE CHECKED BY: o A 1 26,077 0.60 0.70 0.599 10 9.24 3.87 ; a2 i�,og2 0.�9 0.�0 0.�92 io 9.24 2.s4 s5o PROPOSED CONTOUR LINE DATE: i A3 20,848 0.48 0.70 0.479 10 9.24 3.10 � A4 36,s�� o.ss o.�o o.s4� �0 9.24 s.4s - - PROPOSED STORM SEWER " AS 32,013 0.73 0.70 OJ35 10 9.24 4.75 PROJECT NUMBER: v o OS l 32,234 0.74 0.95 0.740 10 9.24 6.50 0 os2 s,��2 0.20 0.95 0.200 �0 9.24 �.�6 P3 - DRAINAGE AREA NUMBER Sh eet N O. � OS3 29,185 0.67 0.95 0.670 10 9.24 5.88 0 N os4 is,29s o.42 o.9s o.42o io 9.24 �.69 3.51 32.5 �- 100-YR RUNOFF IN C.F.S. P R 0 P 0 S E D � OSS 49,014 1.13 0.95 1.125 10 9.24 9.88 w os6 5�,400 �.�g 0.95 �.�80 �0 9.24 �0.36 D R A I N A G E A R E A � DRAINAGE AREA IN ACRES � � MAP ¢ P D S I T E P LAN PAC KAG E N OT ♦ DRAINAGE FLOW DIRECTION ; �� 6 0 STORM DRAIN INLET z� TO USED FOR CONSTRUCTION . �� sHEET C6 oF c�2 mo TROPHY CLUB o o � � ___ J �o o �� } -'--___ ��t�� CRE��G�� BOB JAMES '�,, '--__ y��. Medlin MEAO� �� y� .. --___ ��5�,,5�� Cemet�r�y Golf r Y � � ��,\ �'--_ ��-__ � Course a o � �' � �' JN OPH 2 FAllay SEMINOLE �-� � � � � � � �� 5 TR Y n�c•` �9 �� q F F �cz� o v�i � � �\ - `� ---_ 114 � G� �p'Y r RESh�MEADO`N m< m � � I � �` -' -'- � � N a S aW x I � W \ � � \\\�� l`'--___ ` `''--- \ � s G� �2 m� INJERNES � � � Q � � \\� � � � �� `' �-_--- �a � y J BGE Inc. \ ,% �'"�'-- � WESTLAKE � � � � �NVERNE � ' �� \ / � � �---____- � EXTC661.65 �, � Y, � 2595 Dallas Parkwa Suite 204 \ � �� -�� __ � _ MATCH EXIS� ,r wa« MaiN. �� `"� �� Frisco, TX 75034 \ � � � EXTC665.40 -�-- / � � � � �sM� wArERUNE�ESM��.� �� g2inC.COm �� MATCH EXIST � � q - � -___ �NST. No oo,64z486 Tel: 972-464-4800 • www.b I OR EXTC658.34 TBPE Re istration No. F-1046 � � _ ''� ND R o R T�r K,N� g E� ,o ,o�w. � � ,_--___ � �► MATCH EXIST - Contact: Jason Frey C.C.F.# D216��7R06 - '-__ a I -- \ o �s 3o so P.r�rc.r �� ,,� 1-___ `- a < ;-- _�-- \ a 114 Tel: 972-464-4821 \ �, � �=_: A�� < � � ; � ��- -� �' � �-_A --\ Ex. �5' T c u M.�. � Co ri ht 2017 � � WATERLINE ESMT. JO pY 9 SCALE: 1�� = 3�� \ \ \ EXTC667.5� 8�d 1 \ � 1 °a ad ° �a ° __ — \ \ ��_\ \ INST. NQ D01642486 Q 8� \ \ MATCH EXIST �a ° a ,, � - � �� ___ �,� o R T�T Q SOLANA ,� � � ' � � � `' ° FF=644 0 ° � � �� -- �� o��" � � . aa � __ a TRI-COUG, DUC7 A K � i a � a ,� a < `� � � � \ gt N TY, & A M OS � °� � ° �° ' ° � '`� � \ ' �� '�� DOVE ROAD �'i��y, �, , 6 LIGHTI , I S�TI a / l \ � -_ � � , � a� � o , � � � � =- �_�_ � � o ��-,�� OWNER: , � � �� ----- � � / � � , < , � � I� / �� , � � � a � � < ` ° ' � / // � , ' ° < ° °� `�, \ �, , ,_ \ -- - sso -� / �oo � � , � � � a oa a a i ,� -� � � �_ � `��' � _ � � ��v. Q MRW INVESTORS, LLC � ' < < ° ° ° °a ° e a< � -� � � � V � - _ i �, < EXTC649.89 ��_ � �___ � 1800 VALLEY VIEW LANE, SUITE 300 ' � �� / � ,% � � ' �� ` % °a °e a° a% <' '� � � � �w.E'�, ��, ``� - - �� MATCH EXIST V� �� -- — — — _ � -�__ FARMERS BRANCH, TEXAS 75234 a a , � — VICIN TY M P / / � � % / °a a a ° � ° o, a aa/ a a ° /� = , v , � �\ � � ,_- - --- --- � , / � CONTACT: MEHRDAD MOAYEDI �� a, °a < ° a � � � � \ � ' \ // � / � \ \ \� %-' OT TO SCAL d _ a < < i �/ � �, � /a� a a a a � FF=644.0 � / , � � _ �� _ _ — _ _ � ,— � _ , � � , , , , a e a aaa a � � TRI-COUNTY � � , , i a ` " < ,� � �� ESMT.. a, ,a ae�a � ° � < � u � �� i � M�CH�XI's � � � �� BL6C� P-- — - -- � � - —' � ' / -�/ , a a a aa a a _ _ ,. . , � aa a a a j � � � � � � � � � ; °� �a a <, a _- - ;� AT E T � , _ — - � _ - / � � / � � � °� °a � ^ a< ° °° � ' � � � _ %_ � ' � � �� - � _ , , � � / � � � , � , ;, < a <a �a / � , � �_ � _ _ — — — — � � � � — — � -- - � ^ < - - - - — i � �' � � a oe a a � � � � FF 64 � "� � � = _ / / / / � , ° �< a < � � / \ � _ — — — — � �iij //�� - a e ° < B�n�� / 6'IQ / � � i� �/° a � ° „ Q �, � < � - �. 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GC.F.# ��L1�7Z06 �� / PARKING & � ° , � ° ° � - _ � � // � i � � ^ ° , � �/ � 1321 UPLAND DRIVE, SUITE 3966 \ � F�T�'�• � � / ACCESS �' < �� a �aa a a ° < 3' LIGHTING & � -�_ �_�_ �-___ \ _ / / ,Qa ` a a< .as / \ \\ / � / i ESMT. a aa < ` � °/° "°° aa< ' ATMos E�'T. \ �, , _ , � �__ �j , / � < ° a �, ' EXTC639.12 HOUSTON TEXAS 77043 , ° / � a ,� ` a �� ' �a , � — — — � _- / , ;- a� d MATCH EXIST TEL: 716.998.3386 � � � � ��/ i � a ° a° a a `/, a � a P�� a < s a � EXTC647.67� �� . � � / i � � � � � � � � � a � a ° e � MATCH EXIST �� i� � � � s � � � � �� A � � � �� /� � w� - � � �� ;�� FF=C44.O � , � � � / � " � � , � . ,�� , CONTACT: JOHN SCHOBER , , a � a � a a d d � / .!♦ i \\ i a ° ^ . �___ a � � a a � � � , � � ,� ,, \�� --- �' � � � ��j � � , >� � ` � a° � � � a a �� a° � � - � / / � � , , � �- � � � -_ , — �i �// . �G►� � � •,� �� \ � < v � �� % � � '. aa° , ,l e °a e ,/ � / � �(�/ � � , _ _ ; � , '< � R � ^ �� Q ad � �/a / / � /// \�/ / • �J /��— �� \\ -_ \ / // / / < aad� e /\\ \ / .0 l l �\ � / h//� \ � �� _ \ � ��,� � — / // , / , a a a a i o a a°� a � � ,.� �� , ; /.- � / �� ',� . � ExTcs4o.o5 � ,� ' i, ==—� � --- - x �� _ � � PA�i�& accEss ;�' ° � <' � �° ° °e � /, , a < �//j�A�� <,� � � , ; � � �' - .E. 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J \��,, ` / ,' / _�__--- �, fJ ��-�_ _, � � / � � L / �� ` � THE PURPOSE OF PRELIMINARY � EXTC645.52 / � � � � � � � , - _ , , - • . , ,° . , f , , �� v �� REVIEW AND ARE NOT INTENDED " � � � . -f----,- , J � �___----- / � - • � �I. a� ,° a . =__ __ __ �, . , /MaTCH ExisT� / � � ) FOR CONSTRUCTION. � � r----- __ ., � � � � / �� / ai / , , ------ o � ,�" • � � � " � • . �� ,,' � ;-' / —� � / / WHEN ISSUED IN o / • ° . . , s � < °� � � '� <� �' ' � �< �, . . ',��_ - '' � ��__ ^ �\ � FINAL FORM THEY WILL BE � � � 8 � ° °� � � �� NA C� �' I� � � � � � �,>��'' � � — -- � SEALED, SIGNED AND DATED. o � �► � � � � � � � v' � � � �i — � � ~ � - � - � � � l � � � � \ ` � - °; A � � f` � � � � � � � I � � � I � ��/ � RESPONSIBLE ENGINEER: � � � / � � J� � � � �� / , BGE, INC. � � < / I \ � � � � \ � / � // � \ � / TEXAS REGISTERED ENGINEERING FIRM F-1046 � ' L — � � \ � � _ � � _ � \� � I / , JASON A. FREY, P.E. L � � � � � � � TEXAS REGISTRATION N0. 88485 `i \ � --- _, � � � � �\ \ \ \ p \\\ ( I JANUARY 27, 2020 EX. 10 x20 TRi=EOUJ�Y_ESMT. � � \ � • 1 / I \ I I R��r�{ � C C_F.# D216027206 � \ \\ �� \ � \ \ ` \ \ II II �� P.R.T�`i. � � �� Contractor t�erif� exact location o � � � , \ \ � � � � � ��, '-� � y � i EX. 15' D.E. & I)cpth of Exist Facilities Prior to � � �� C.C.F.# D216027206 � � � � � / , ° � any ConstruCtion ACtivities � � , � � � P.�.T.--.� I � � I � � I CAUTION I I I � � � � i � � � �, � � � , � � I / CONTACT: 1-800—DIG—TESS � � � � � � , I " LEGEND %� HouRs PRioR To coNSTRucTioN o --� 0 a o FH-�- PROPOSED FIRE HYDRANT REVISIONS ,�, REV N0. DATE DESCRIPTION � � SSMH PROPOSED SANITARY � � MANHOLE � a PROPOSED STORM INLET � EXISTING CONTOUR LINE m � � � � 650 PROPOSED CONTOUR LINE � � v� DRAWN BY: v ° N OTE: w ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS CHECKED BY: Y EXISTING FOR THIS PLAN SET. 0 � ALL SPOTS TOP OF PAVEMENT UNLESS OTHERWISE NOTED. DATE: a � � TBM1 - "❑" Cut in median nose located N 700 feet southeast of intersection of Davis PROJECT NUMBER: o Blvd. and Dove Road. Elev. 668.96 Y � Sh eet N o. oTBM2 _ "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. � Elev. 679.58 G R A D I N G P L A N � ' TBM3 - "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. N Elev. 683.26 � z P D S I T E P LAN PAC KAG E N OT TBM4 - "❑" Cut in median nose located N600 feet east of intersection of Davis Blvd. � and Dove Road. Elev. 648.47 � U� � z� TO USED FOR CONSTRUCTION . c�� SHEET C7 OF C12 mo / / � � � � � � � TROPHY CLUB o o � � \ � \ J Q � � � �\ \ / / i \ J �� O �� } / / \ / / � �t�� CRE� 0� G� �BOB JAMES � � �� / y��.`'� Medlin MEA00� � �� / / � � _ / / � ��SN�� Cemet�r�y Coul se r a o � / /� \\ \ / \ � SJNS OPHY G 2 FAllay SEMINOLE �-� � _ � � � / � TR �, p� \P �j� q y W � � � / � \\ 1 / _ � \ 114 ��9 Go� �'Oo,ycr FRESHMEADO`N m¢ Z N e / w v� � � �� \\ I � \ s�G `n �� NVERNESS a x I Y � \ / , �_ `\ � n__r�� // _ \\ \ \ � �r�m� � � Q � � �;�—� � -__ _� , � - � � � �a � _ � BGE Inc. / '� __ � � __ __ — � _ � I , _ — � \ �� \ WESTLAKE � � � ��INVERNE � 2595 Dallas Parkway, Suite 204 \ I � ,'� -'_,--_ --'_---��— \ '� wa« � � � ,, , -- -- - �� Mq,�ESMr � � �� '�` o Frisco, TX 75034 �� / � `-' �\ �- h `� �i �� WATER��NE ESM° � Tel: 972-464-4800 • www.bryeinc.com ____ � � INST. N0. D01642486 1 �I�� y �� 1 ��, N��R�� ! /� - � o R T c T 11 KING TBP Contact r J son Frey1046 \ EX. 10'x10' wE. I � _ � / C�.F.# D216027206 - 0 20 4o ao � P.R.TIc.r. --�_ � L � a 114 Te1: 972-464-4821 �� , - \ � '---___ I �'�'��, Ex �5' TcuM� � � Co n ht 2017 � � I ---� WATERLINE ESMT. � ��JO pY �9 \� � � —� �_ _ I _ I INST. No. Do1642486 � > SOLqNq SCALE: 1" = 40' I I � � — _ _ —/ _ _ _ _ _ _ oRTCT I o r I \\6' LIGHTING, DUCT BANK � � \ � _ J � ___ � /I g<��G I �TRII-COUNTY, & AESOT I � � � \=� \ I '—__ I � � DOVE ROAD �i�s'�9 OWNER: i � �� COIVNECT TO � � � �� I �� o `��F I N � � � EX 8 W.4 TER � � � / � ��.�°° a MRW INVESTORS, LLC. � � � � � \ �� CON/VECT TO � � � / � / � i� „ � � l � N 1800 VALLEY VIEW LANE, SUITE 300 I � � � / � � �,,,E� � EX 8 W.4 TER �� / FARMERS BRANCH, TEXAS 75234 � � � � � � � � � � � � � � VICINITY MAP , / _ _ _ � � � CONTACT: MEHRDAD MOAYEDI � �1 I - \_ _ _ _ — — ! _ _/ \ �� (NOT TO SCALE) � , TRI COUNTY �;� , / � CO/VIVECT TO � y , — � \ ESMT. �� , / � � � � p � � l �� EX 8" WATER �� ,, / � � � � � � l � � ' � � i ✓ � � � � � I � , � � / � � � `� BL�C�K A � �� !'5 \ '/ � � i � � CONNECT TO ��OCK P � i i — � �� G�`� ��( � / � � EX 8" W.4 TER l � � � � �� DEVELOPER: � �� Ex. s' ucHr & �.eiESMT. �� Q�� /� `� �� I �� '�� VOLTADEREI, LLC. � C.C.F.# D2'f6027206 / ARKING & � \ � V � � P.R.T.c.T. � accEss � \ � � � I � 3' u�HTiNc & � / �� .� 1321 UPLAND DRIVE, SUITE 3966 � � ,/ ,' ,� \ ESMT. �� / � � AT"'�s Es"'T / / � ` HOUSTON, TEXAS 77043 —— — — — �_ � / � � '� �,�,'�� I / - / � � c TEL: 716.998.3386 — _ � / � / � �,P � � -- � / �._ �� \� — — � � � / - � w.E. � �, \ � F��, / I ��I � p�/ I / a CONTACT: JOHN SCHOBER � � � � i CON/VECT TO � � � � � ;, � � � � � n � / � �' �"� � I� ` , , C�►�� ss ,_ -- �� EX 8 wa rER - � � i � � � i � � � � PRP , � � �� i�� j � � � �� I �� I � %` � �� Q Q � � - � - � , , �, .,. .... \ � \ // � I �a � X \\ � \1 \� �/ \ ARKING & ACCESS �/ \�/ \/ I I �/ I \\ \ / 1 / � w I � � � ESMT. � � � / � I I I \ �,� W.E. 1 �/ � � � � � � i� �� , ,�" � / � � � CONIVECT TO � o.E. � _ ��' � 1 ✓ Q � , � � ,. 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' �i / I \ Q U U � Q _ - Q X U 0 J I' - -LJ . � , , / � O � X � ,- ., ��` � � � � — � � — �=- i � I � � � � v ' / � � � � � \ � � TRi-couNTY �Mr. -�y"-j1��J- � —�� I � J W �� '� i� � � � � � � � �` � �� , — ' �� w � W � � z Q �' � , � � — _ � ' - / � � m - - - � ` - � � � � � � � _ � � - ' � � � � , � �% � `� � - � ' � ��' � �� Q � w � � �� ---- � / I - - � - - _ - - - - - - - - - � � � , /� Q� � , — ' � I Z (� � m � � � � � � ' — �,>. / - - ' � �' I � Q w � � �V � � � / � � �� / � � � � � —'� �� - - - - -� 1� � � � � � � li � � I� � � � W.E.� � Q• � / I � � M O .. �l �� ' j \ � -- — ' j � \\ �� CONNECT TO �� j �� z z N o COIVNECT TO I \ EX 8" WA TER � / � BC6GK B w � � a I � � 6' IGHTING, DUCT BANK � � � � � � � EX 8 W.4 TER I ERI�T ouNTY, & aTMos � � � — _ _ _ _ _ _� _ _ _ � _ _ — � � NOTE: ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS U O ^ \ "� � � EXISTING FOR THIS PLAN SET � c I � TRI-COUNTY ESMT. � � \ \ � � � �� TRI-COUNTY ESMT. � � W'E' �� , �� 3 _ � � __ ,� �"� � THESE PLANS ARE ISSUED FOR � � �_, � � � _ � / � � � I THE PURPOSE OF PRELIMINARY � �, � � _ �� ---_ � � / , - / � � „ „ REVIEW AND ARE NOT INTENDED i �-�- � -� � � � � . / �j�" � TBM1 - ❑ Cut in median nose located � 700 feet southeast of intersection of Davis FOR CONSTRUCTION. Y W� � �� ---- � \ �/ �� / �' / ' �� Blvd. and Dove Road. Elev. 668.96 WHEN ISSUED IN " � � � � COIVNECT TO ' � � - � � FINAL FORM THEY WILL BE � ��RO� ��'w � � � �� \ � ^ � SEALED, SIGNED AND DATED. i � � \� � E X $N w,q j E I Q \ � A � TBM2 - ❑ Cut in median nose at intersection of Davis Blvd. and Bull Wa y. � �'! � S � � _ - / � I Elev. 679.58 a �� \ —W---�--1' � � � � A I � � � - � r / � � � RESPONSIBLE ENGINEER: � � � \ � � / I - � c. ` / � \ n � BGE. INC. � V I �� \ � f L �S i `°� �� ' � � TBM3 - ❑ Cut in median nose at intersection of Davis Blvd. and Bear Way. � I / / � TEXAS REGISTERED ENGINEERING � � � / - � ` � I Elev. 683.26 � � / i I � FIRM F-1046 � L �' � _ � � � � � I i � �� JASON A. FREY> P.E. � � 1 � \ / / � � � �' ° � �-" \ " " TEXAS REGISTRATION N0. 88485 \ / � TBM4 - ❑ Cut in median nose located N600 feet east of intersection of Davis Blvd. N � � � � � �SS 1 \ / �� and Dove Road. Elev. 648.47 JANUARY 27, 2020 o i � � EX. 10'x20' TRI-COUN�PY E�SMT. � � / I � RY O�� A� C.C.F.# Cy216027 06 � � � � � \ � _ � �+�� , P.R.T.�C T. � � ( � � I I CAU TI ON I I ° \ � � , , \ , � � / � �I � � � — — — _ � _ _ � � � � �� E�EN� Contractor to Verify exact location o — — — — � � � /� \ � & I�cpth of Exist Facilities Prior to � � � . EX. 15' D.E. � 1 � an Construction Activities � � � C.C.F.# D216`Q27206 � .� ` / FH� PROPOSED FIRE HYDRANT y in � � � P.R T.C.T. /' � � Cj � � ;�� l ° �`� � � CAUTI�N I I I i � � s � CONTACT: 1-800—DIG—TESS o �� " ° \ � S�H PROPOSED SANITARY %� HouRs PRioR To coNSTRucTioN Q � __ a � MANHOLE o / �� / � �' � 0 PROPOSED STORM INLET REVISIONS � / � ° \ � REV N0. DATE DESCRIPTION o � � // FDC,u, PROPOSED FIRE DEPARTMENT CHECK � � � // � / \ � � PROPOSED DUCT BANK PULL BOX �\ a �i , J , � �/ aI / W PROPOSED WATER LINE � U O m N ss PROPOSED SANITARY SEWER � 0 a „ C PROPOSED SINGLE CONDUIT DUCT BANK v� DRAWN BY: � — PROPOSED STORM SEWER 0 �; CHECKED BY: � �— o \ ; / DATE: i 0 a � PROJECT NUMBER: v � Y m Sh eet N o. o FIRE COVERAGE N RADIUS=250� WA TE R P LA N � � � w � � � 0 PD SITE PLAN PACKAGE NOT / Z � a $ ; C w� TO USED FOR CONSTRUCTION . � � c�� SHEET C8 �= C12 mo � TROPHY CLUB o o � � � ___ J �o o �� } -'--___ ��t�� CRE��G�� BOB JAMES '�,, '--__ _ y��. Medlin MEAO� �� ,, '--___ _ ��5�,,5�� Cemete�Y Golf Z Y � � ��,� Course � � o \ �' '- SUN TR�PHY 2 FAllayq SEMINOLE -� � � � �, \' _ _ _ ��c�` 9 �P ��qGF F Jc=� o v�i � \� ��--___ ---___ � 114 � Vo� �Oo� N RE=MEADOw WW Z � \\ \ \\ � _'--___ -'--__ s'�G �u� �NVERNESS I e W \ \ � �_ \. I _'--_- '- _ \ \ � or�� \ a x \ �_ � __ _ �o � y I Q 1� � '�, � ��---- _ ---__ ------__ WESTLAKE � , n INVERNE � BGE, Inc. � ' --____ ---___ ---____ �� 2595 Dallas Parkway, Suite 204 \ \ \ � �� '�` � Frisco, TX 75034 ,�� ____ �r wa« � � t-- MA�N ESIvjT -- --- - `-' � ,— WArER�,NE�ESM�D� � Tel: 972-464-4800 • www.bgeinc.com � �� INST. N0. D01642486 ��. - AN�ORR � � �� 1�� o R T�T K�Nc TBPE Registration No. F-1046 Ex. ,o�X,o� w.E. � A -- _; Contact: Jason Frey C.C.F.# D21 6 0 2 7 206 ' - '� -_ --- P.R.T.C.T. '- � _'-- _ _ o 0 15 30 60 " 114 Tel: 972-464-4821 � \ i __ _ _� .,-� � EX. 15 T.0 U.M.D. � wArERUNE ESMT � ��p Copyright 2017 � � � -� _'------_ I INST. No. Do1642486 > SOLANq � SCALE: 1° = 30' � '--___ -- oRTCT o � c�` 6' LIGHTING, DUCT BANK I "�' \ __ g<�� TRI-COUNTY, & ATMOS I I � _ I -'—___ DOVE ROAD C'i�s ESMT. � � �� o ��9�� OWNER: � � � ��.�°° � MRW INVESTORS, LLC. � CON/VECT TO � ' /l EX 8" SSWR � �' 1800 VALLEY VIEW LANE, SUITE 300 WE VICINITY MAP FARMERS BRANCH, TEXAS 75234 _ CONTACT: MEHRDAD MOAYEDI / � � (NOT TO SCALE) TR'—�°�NTY � � p � CONNECT TO ESMT. � � � ; � � EX 8" SSWR � / BLOCK A �� "5 �' ,� i coNrvEcr ro BLOCK P — �� V �;� � / \ EX 8» SSWR �� DEVELOPER: Ex. s' ucHr & �.e. ESMT. �� Q�� ,�� `� � � � � �� '�� VOLTADEREI, LLC. C.C.F.# D216027206 //PARKING & \` P.R.T.c.T. / accEss � � � 3' ucHTiNc & . 1321 UPLAND DRIVE, SUITE 3966 ,� ,� ESMT. ,' / aTMos ESMT. �` HOUSTON, TEXAS 77043 ' ��'�i' / c TEL: 716.998.3386 � -- ` �� W�E� ,, ��,�'� / / ,�� a �--.- CONTACT: JOHN SCHOBER . F �'�� `L� D.E. � � �� ► A / � � � � / o � 0 . � ' � ,- P,RP , ,- -- � ' \ / i � , . , ♦ - � - , � , �. � a, ;.... � \ /� � � �, �� V � �, � ,. / � � Q a �a ,� � X o � , � w �� V� PARKING & AC�SS �� ESMT. �' �� D.E. � W.E � .' � / � /..J � GI .. �� , � / ,�' � / � ii� ` �S � y SS � � � � _ , � W � I �� / � = CON/VECT TO `r M - a�y. / (� z � � i � �, CONNECT TO EX 8" SSWR � �a � � ,�� 7 I EX. 10'x10' W.E. / � � �/ D �+�+��/p � S �� Q � O C.C.F.# D216027206 / / � E/� p� .7.7II/T BLOCK P / M � %j-' � � z w U P.R.T.C.T. / U � �� , , � � � a� _� , - ��a- / - � � � � � � , � �� ♦ a �i � � � � � �� M / � , � � \ � \ 6' LIGHTING, DUCT BANK � '� i W X � / � � � � TRI-COUNTY, & ATMOS _ � a � X Z r , � X � � ESMT. , � �f �/ Q U � X �\ / / /'' '-- `l � / _ , � J � . TRI-COUNTY ESMT. O ~ �' � � - - � . � � / — ,�� Q l�v� � " � ;;�yi—��-i � J � X w � w � _r- -- w m J c� � � -- — � � w m � za `� �S � , � / �� Q � W � �, �� o % � Cl� m cn ; �i�� — � �.O � � W w � � � � � o � a �y � M ' LL � / w.E.� Q►� / � � O i � � � � � � CO/V/VECT TO � � � z z o , � --- --- " CO/VNECT TO N Ex 8" sswR „ / a , � BLOCK B w � � � EX 8 SSWR � � a /' U � O � 6' LIGHTING, DUCT BANK TRI-COUNTY ESMT. � � TRI-COUNTY, & ATMOS � �/ � \ TRI-COUNTY ESMT. � ESMT. W.E. � � ---- ___ � � � THESE PLANS ARE ISSUED FOR , a � __-- - ' -- � THE PURPOSE OF PRELIMINARY Q � � ,f --_ � - REVIEW AND ARE NOT INTENDED �i � ; I" �� / FOR CONSTRUCTION. Ui w\ 1 — --- W -- W�� WHEN ISSUED IN � — r —�'w SEALE SIGNED AND DATED FINAL FORM THEY WILL BE � G�R�NA � S '�`'- �w —"' ' / � �— -- _� �� D . � _ � S A ��'�_w��W ` / � � �S � - J� � % � ♦ RESPONSIBLE ENGINEER: 'v' � S SS � ��_�� S � a` ;� BGE. INC. o I _-__� � TEXAS REGISTERED ENGINEERING / � A SS — �� FIRM F-1046 ` -- - -_ __- � � JASON A. FREY, P.E. � L / � TEXAS REGISTRATION N0. 88485 L `i SS 1 JANUARY 27, 2020 EX. 10'x20' TRI-COUNTY ESMT. ' BLOCK M C.0 F.# D216027206 n NOTE: ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS o � P.R.T.C.T. � II C A U TI O N II a� � EXISTING FOR THIS PLAN SET o Contractor to Verify exact location " �� EX. 15' D.E. ] \ & I)cpth of Exist Facilities Prior to " �� 1 � an Construction Activities 3 I C.C.F.# D216027206 / � \ Y � � in � , P.R.T.C.T. , � � � � �� n � CAUTI�N I I I � � � o ' � TBM1 - ❑ Cut in median nose located � 700 feet southeast of intersection of Davis �.� HouRs�PRioR 8 o coNSTRucTioN o . Blvd. and Dove Road. Elev. 668.96 0 U , a o / n TBM2 - "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. REVISIONS � ° � Elev. 679.58 REV NO. DATE DESCRIPTION � � � � � � / °° TBM3 - "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. " a � ,_� � � ` Elev. 683.26 a ^ � TBM4 - "❑" Cut in median nose located N600 feet east of intersection of Davis Blvd. m and Dove Road. Elev. 648.47 i � � 0 �� N LEGEND DRAWN BY: ° FH� PROPOSED FIRE HYDRANT �; CHECKED BY: � o SSMH PROPOSED SANITARY 3 � MANHOLE DATE: � � C PROPOSED STORM INLET PROJECT NUMBER: o FDC,�, PROPOSED FIRE DEPARTMENT CHECK Y m Sh eet N o. � � PROPOSED DUCT BANK PULL BOX 0 � W PROPOSED WATER LINE S A N I TA R Y S E WE R � ss PROPOSED SANITARY SEWER PLAN � z P D S I T E P LAN PAC KAG E N OT � PROPOSED SINGLE CONDUIT DUCT BANK � PROPOSED STORM SEWER � U� � z� TO USED FOR CONSTRUCTION . LLI a` c�� sHEET C9 �= c�2 mo - � TROPHY CLUB o o � � � ___ J �o o �� } -'--___ ��t�� CRE��G�� BOB JAMES '�,, '--__ _ y��. Medlin MEAO� �� ,, '--___ _ ��5�,,5�� Cemete�Y Golf Z Y � � ��,� Course � � o \ �' '- SUN TR�PHY 2 FAllayq SEMINOLE -� � � � �, \' _ _ _ ��c�` 9 �P ��qGF F Jc=� o v�i � \� ��--___ ---___ � 114 � Vo� �Oo� N RE=MEADOw WW Z � � \\ � --__ --___ s�G �� NVERNESS I e W � \ \ � �_ \� ''-- _'- _ \ \ � or�� \ a x � � Q � �� <a � y J BGE� �r1C. '�i � , '---- _ ---__ ------__ WESTLAKE � � n INVERNE � �� ; � --____ ---___ ---___ � � 2595 Dallas Parkway, Suite 204 � �� , � -- ��'�--` `�'-- � -- "� wa« MqiN. ESMr � � N� � FrISCo, TX 75034 ' WArER�,NE�ESM�D� � Tel: 972-464-4800 • www.bgeinc.com ��' �� _ INST. N0. D01642486 ��, � AN� � � �� 1 -_ o R T�T K,N� TBPE Registration No. F-1046 Ex. ,o�X,o� w.E. � �RRiq -' �� - Contact: Jason Frey C.C.F.# D21 6 0 2 7 206 ' - '� 0 15 30 60 P.R.T.C.T. _ " ' -_-_ o _ 114 Tel: 972-464-4821 � \ i _ _ __ __ _`" y�C�S�y � EX. 15 T.0 U.M.D. � wArERUNE ESMT � ��p Copyright 2017 � I �' '_-----_ I INST. N0. D01642486 ANq � SCALE: 1" = 30' � - � --�--__ -- o.R.T.c T Q sOl -I \ � � �r 6' LIGHTING, DUCT BANK _ g<o� TRI-COUNTY, & ATMOS I � _ I -'—___ DOVE ROAD C'i�s ESMT. � /� �' a o �y9T� OWNER: / / � I ��oo N 1800 VAL EY VIEW LOANE SUITE 300 /� / � W�E� FARMERS BRANCH, TEXAS 75234 � � VICINITY MAP � � \ (NOT TO SCALE) CONTACT: MEHRDAD MOAYEDI TRI-COUNTY � � � � ESMT. � � i � � BLOCK A �� 5 �� BLOCK P �� — � � �',�_ / \ � DEVELOPER: � //�CJ �y, � � � c Q` / - � � / EX 18 SER I//CE ° Ex. s' ucHr & �.e. ESMT. �� ` �� ` -� '�� VOLTADEREI LLC. c.c.F.# �z�soz�zo6 i/PaRKiNc & '� \ A�A� 7�r A� " � 1321 UPLAND DRIVE SUITE 3966 P.R.T.C.T. / ACCESS � / � 3' LIGHTING & STORM CO/Y/YEC//O/Y ♦ ' ,� ,� ESMT. ,' / aTMos ESMT. COIVNECT/ON c �� HOUSTON, TEXAS 77043 � � / ��'�� -� v / ; TEL: 716.998.3386 ` � W�E� ��,�' / � j - - - CONTACT: JOHN SCHOBER �► ' , F . �� j ��,� � � �� SS 1 � � � D.E. ' =` o - � , � . � ' � ,- � � �� P,RP` ' ' ' � , . , a � �� - , . � � � Ex 18" � cn - �,- .�� — — a� � 7�r A� / \ i a ��. � � Q � \� � � STORM � � .�� M ,� Q , -� _ �- � � �� V� PARKING &�ACCESS �'� � �� CONNEC//O/Y G�W� � _ ' , �, � � � � � � � � ESMT. � � � D.E. C � ' � �� _�,_ � � S � � , �,.. � � ' i , � ` s /" S a °° � ` W � , � � �i � �j � EX DUCT `r M y / � U z , � , - � � � � � SER I//CE � a ��.. Q � ',, a a V� EX. 10'x10' W.E. � � BLOCK P �� - C �� M SS a � � � � � 0 C.C.F.# D216027206 / / � ` C�NNEC��N __--- // P.R.T.C.T. / � � U � � w � , a ° ° � � / �A C � � � � 1 ' SS � a , Q a , - U z '� M \ �� `` `� � °� � � � � Q � �� \ � 6' LIGHTING, DUCT BANK '� � /� \ � �j � � TRI-COUNTY, & ATMOS _ � a � X z � z r , X � \� � � �� = � � ' � ESMT. _ ��_ Q Q �� X � _ — _ . �� - � — v O J � Q X � �'I / � � ildii��-i — � �n V � ,' TRI-COUNTY ESMT. � � � >�� w � �' �' � �� - -- wC m W JM J z Q � -- o � / % , G W � � �s � � �i � — J � � Q W � a � � � / �, V � � � m � / _ Q Z � .. � G / � o� � ' , ' '` Q`� 0 �\� �j � � � � SN � y / N W.E.�� ►" � � L.L LL � �'� � � � EX DUCT EX 18 ,% � � / O o , / � --- --- STORM �/ z z � 3 �Ri°ouN Y,&�aTMosK COIVNECT/ON CONNECT/O/V �'� /,�� ° � , � BLOCK B w � �j � � ESMT. //\\ -'G � ° � � � O � TRI-COUNTY ESMT. ,� � W.E. o I TRI-COUNTY ESMT. �-� /� a � ��,, �C�� ____ ___ ,� G ,' �;� THESE PLANS ARE ISSUED FOR � � � �� C �-- ' _ � ' '� � THE PURPOSE OF PRELIMINARY � � �' � �---- ` � - REVIEW AND ARE NOT INTENDED � C -_i -- , C� - _ C ��.=C�� , � _ c i�. i --- : � ; � F . _-- � - , ,'� �� OR CONSTRUCTION � ------ �� __ , WHEN ISSUED IN U� w\ c —c _ w-�. ' c� , � ___ �, � , v ;� � - � W � _,_ .--' �=� FINAL FORM THEY WILL BE � — �� „ - �W� � ��ROIV/� ��'w � � � �,�!�� SEALED, SIGNED AND DATED. J m _.___ -_-..__ _ � / ____� ... _._ _ _- ' a SS c! w� �_W---�--1�W— ' _ ; / �, �7\ � SS � J� i r C RESPONSIBLE ENGINEER: w - N � � •" S SS � �� q a � ;� BGE. INC. o � �� ' TEXAS REGISTERED ENGINEERING i \ � � FIRM F-1046 � L % �� SS . � � y' i TEXASJ RE�S RA ION NO E 88485 �, - -_ __- � '1 `i �� S� JANUARY 27, 2020 EX. 10'x20' TRI-COUNTY ESMT. N BLOCK M C.0 F.# D216027206 n NOTE: ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS ° , � P.R.T.c.T. c� EXISTING FOR THIS PLAN SET ! ! CAUTION ! ! ai � a \ o ----_ �,J � Contractor to Verify exact location +, � �� & L'cpth of Exist Facilities Prior to � III�� EX. 15' D.E. � � � � C.C.F.# D216027206 �� .�1/ �� ° � any Construction Activities n � , P.R.T.C.T. ` �;, -� Cj �� l� ° �"� C A U T I�N I I I � TBM1 - °❑" Cut in median nose located N 700 feet southeast of intersection of Davis coNTACT: �-Boo-DiG-TESS / � %8 HOURS PRIOR TO CONSTRUCTION � � � Blvd. and Dove Road. Elev. 668.96 o . 0 U � � o / �� " , � TBM2 - °❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. REVISIONS ,�, ; � � Elev. 679.58 REV N0. DATE DESCRIPTION � �o / a \ o TBM3 - °❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. c� � � , ' �� Elev. 683.26 d A ^ � . . . . , ,_ n n � TBM4 - ❑ Cut in median nose located N600 feet east of intersection of Davis Blvd. � and Dove Road. Elev. 648.47 m i � � 0 �� LEGEND v� DRAWN BY: ° �H� PROPOSED FIRE HYDRANT �; CHECKED BY: � o SSMH PROPOSED SANITARY N � MANHOLE DATE: 3 � � PROPOSED STORM INLET � PROJECT NUMBER: � FDC,u, PROPOSED FIRE DEPARTMENT CHECK 0 Y m � PROPOSED DUCT BANK PULL BOX Sh eet N O. � 0 � W PROPOSED WATER LINE S TO R M A N D D U C T � ss PROPOSED SANITARY SEWER PLAN � ' C PROPOSED SINGLE CONDUIT DUCT BANK � PD SITE PLAN PACKAGE NOT ; � U PROPOSED STORM SEWER � � O z� T O U S E D F O R C O N S T R U C T I O N . �� SHEE-�,o oF �,� m� � TROPHY CLUB o o � ❑VERALL LEGEND --___ � J ,��o ��,� } FH �,, --___ ��.�� CRE��'� �BOB JAMES PROPOSED FIRE HYDRANT ��,, --____ � � �SN Medlin MEqO� �'� Y J ,� ,, ___ �� 5�� CemeG�J� Coul se � � o = _ \\�� \ SVN TROPHY �2�� P �/� SEMINOLE W -c� � � - SSMH \�,\ —'--___ ''--__ _ _ �c.`��9 op o�F FRESHMEADO`N Wa Z N e PROPOSED SANITARY � � MANHOLE \� \ \, ��--___ --___ 114 � ti N = a X � \ \ � ——__ ——__ � s�G �u� �N�ERNESS I W PROPOSED STORM INLET � � � �-�_ `,� `-�---___ -'----___ � � � ��'m� � I Q �O � ��_____ _ `�----_____ -----_____ � \ � ` = BGE, Inc. PROPOSED STREET LIGHT � _ � WESTLAKE � � INVERNE � ;'� __ -____ � ____ ___ �N � 2595 Dallas Parkway, Suite 204 EXISTING TRANSFORMER ,� _ -____ '---___ -�---_ '�---____ '---____ � �� ` o Frisco, TX 75034 LS PROPOSED LANDSCAPE ------_ -'�---_ - - � `- --_ - --- �I�� Tel: 972-464-4800 • www.bgeinc.com � � A _----� -----___ '----___ K,N� TBPE Registration No. F-1046 EXISTING STREET LIGHT Q 15 3o so � ____ N��RRA �----_______ -----___ �'----____ Contact: Jason Frey ,-'� -�---__ - -__�-_ --�--___ �'---- � 114 Te1: 972-464-4821 cAs EXISTING GAS METER SCALE: 1" = 30' � � ''---__ � ----�-_ - � � Copyright 2017 ti1Er�R � / i ---_ \ _- � '--_ �-,_.. I - - - cn g�. � _ _______ Q SOLANA EXISTING ELECTRIC MANHOLE � ' _--�, � --_ � � ----_ � ��r EXISTING SIGN � I �� \`,, � INSTALL STORM INLET DOVE ROAD t� �,�s sicN � J PROTECTION o ��9,�� OWNER: � EXISTING FIRE HYDRANT / � , \ a � '' / ;� � ��, ��.�°° � MRW INVESTORS, LLC. / � ; '�� 1800 VALLEY VIEW LANE, SUITE 300 � '� � � �� VICINITY MAP FARMERS BRANCH, TEXAS 75234 � ' � � (NOT TO SCALE) CONTACT: MEHRDAD MOAYEDI / � ' � � �� / � � � ��, /' INSTALL STORM INLET � ,� � �� PROTECTION / � �' �� / � INSTALL STABLIZED / � BLOCK P CONSTRUCTION BLOCK A �� 5 �n�' ,�'� � � � ENTRaNCE �EVE�oPER: �' p5 v ' � ' �' �� . • � � • . „ , �� / � i'� �� ' VOLTADEREI, LLC. � �' �� j / �� ' 1321 UPLAND DRIVE, SUITE 3966 � ,� ,, �� - / ,, � � HOUSTON, TEXAS 77043 �i / ,, / / ��, � -_� � , TEL: 716.998.3386 � �� , j / � � � . �� . ,,� , ,. ,� CONTACT: JOHN SCHOBER � � �'� � � � � �P.� � •-� , — _ � , , , � \ � � >;� � , � i ,� , . � P � v� ,,- � �� , �, . � ;, � � � �� i h �� . ° � Q a \ � � / ,- � ° o � , . � . . . � ' � x \ � , �� w � � / , � �� / / J � / �� /� ,'� ,�� I �,� � i � INSTALL STORM INLET W � � �� ,�� / � � ��.- � , ' � � � PROTECTION � � Z I � � ' � � � i Q � � � � � - \ � / ,�' / � BLOCK P ___ ----- FURNISH & INSTALL: INSTALL• STONE � Z w O I ' // � ,,-�'"� 4 1 1 L F O F . � O V E R F L O W S T R U C T U R E (� r 1 W � � , / / � , � � SILT FENCING � Q �'� U Z i `�'' , i INSTALL STABLIZED �� ,' � / � � � ,, , � /� " � � � � � W X � CONSTRUCTION � � � , � � / � � . � Z Z X � ENTRANCE� � �, � ,= / / ��` ,� ° � INSTALL STONE � � Q � Q � � X � � � � ,� � / / ,� , OVERFLOW STRUCTURE V � � O � X W � � , p� � � � � ,�'� ' • _ - - w m J J C� Y � � � � �' � � � 1455 �LF OF INSTALL: � � W � � � Q a — — � � / �� '� � �� SILT FENCING _ _ so' Min_ _ _ � (� � m W � , � � `� � --- __--�� ' ,' � �� Concrete Boulder Type Rip Rap, � � � �I �� 6rade to Prevent Runoff from �/ �� / Leavin Site L�— � � � o � / �� / � I 9 �Iter Fabric � � O N � � / � i ^ � � � i � __ — - � Z � ,�'� � � BLOCK B � ° . w � � � / � • � Q o �, . -3p / D s e �D • � � j INSTALL STORM INLET ; • s , . � ' P R 0 TE C TI 0 N ,'^`.�\� � a � Existing Grade Roadwa � ��_� ___— - � o --------- - , . � , Y THESE PLANS ARE ISSUED FOR � � � o , _ __---__- ,� 8 -__-r � � • � � P R OFI LE THE PURPOSE OF PRELIMINARY o '---___ ��-----__ __---' , • < ,� ; ,° . , � �'�- _ `< � � , • / REVIEW AND ARE NOT INTENDED �_� ----" a , �' � � " ' � � �� • • `�'��,\ _ � / FOR CONSTRUCTION. al , � �'-------------- . , _ i �� i . � o J J • �� ` � , • < �,, , �' � ;� / WHEN ISSUED IN U � � � 8 a a a a � A - � v^ a 1\ � � �9 a � • ° ' GI ' � / 50' Min. �p . FINAL FORM THEY WILL BE m . � � � ' 8 ' • °J RONq J . • / � — — — — — — s SEALED, SIGNED AND DATED. � � / a \ � • / I Transition to Roadwoy� . +, � � � _ , . RESPONSIBLE ENGINEER: N \ � � � �� . � ° BGE, INC. � L _ OVERFLOWTS�TRUCTURE INSTALL STONE � o, — + TEXAS REGISTERED ENGINEERING .- cy�- � n JASON A.FFREY6P.E. � OVERFLOW STRUCTURE � L .� • . TEXAS REGISTRATION N0. 88485 N � � Radius(5' Min.) ' . JANUARY 27, 2020 � ,� • . o � BLOCK M \ INSTALL STORM INLET R,o.W � � CAUTION ! ! a� � I PROTECTION — o <,-' - Contractor to Verify exact location ;, � ( �� W & I)cpth of Exist Facilities Prior to � �� any Construction Activities � � � � � :� . � STAB � ZED CONSTRUCT ON ENTRANCE �A�T,oN , � , , , . o � '� � � %8 HOURS�PRIOR 8 0 CONSTRUCTION � � , � TOP VIEW � I � �ANY LENGTH PLUS 12" TD SEAL ENDS� REVISIONS ,�, I / • \ REV N0. DATE DESCRIPTION 0 1 � � , � � , � � , � � , � �• , � �•, � �• , � � � �A�R�p� � / \ ., � , %: , %: , %: , %: , %: ;%: , %: , � � � �� , � � , �� , �� , � � , �� , � � , �� , �' R� ,., :;;%,.';;!:;;!:;;!:;;!:;;%,.',%;;:, I Fl��R�AB I ~ � � � � � � � %�''%�;�%�;�%�;�%�;�%�;�%�;�%� 19' a ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' � � , , � , � , � , , � , I , , , ; , , ; , , ; , , ; , , ; , , ; , , ; � ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' 12" � , � , � , � , � , � , � , � , % o�P�5�AR1 � ;; � ;; � ;; � ;; � ;; � ;; � ;; � , , , ; , , ; , , ; , , ; , , ; , , ; , , ; , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , � �� E NOTE: STONE OVERFLOW STRUCTURES OR Silt Fence General Notes Erosion Control Mat Notes . , � � , � . , � � , � . , � . , � . , �� 1. Steel osts which su ort the silt fence shall be 1. Erosion control mats shall be in com liance with � � � � � ' � ' � ' � ' � ' � o c�A 10 OTHER OUTLET CONTROL DEVICES SHALL BE P PP P� �I BE 6' � \ FILTER FABRIC MATERIAL SECURELY INSTALLED AT ALL LOW POINTS ALONG THE installed on a slight angle toward the anticipated NCTCOG Best Management Practices. Erosion 10 \ I FASTENED TO THE POSTS OR (IF USED) FENCE AT A MINIMUM OF EVERY 300 FEET. runoff source. Post must be embedded a control mats may be used in place of, or in � v� �� THE WIRE MESH. minimum of one foot addition to silt fence for sheet flow filtering ; � . ; %. ; %. ; %. ; %. ; %. ; %. ; � DRAWN BY: . � i � . � i � i � i � . � 3' 0 2. The toe of the silt fence shall be trenched-in a lications. ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' � STEEL POST PP � o with spade or mechanical trencher, so that the 2. Mats shall be installed and anchored securely to — - - — 4' 11N . .- APPROXIMATELY 8" OF FILTER 5 MI down slo e face of the trench is flat and the round in com liance with the . . . . . � w � FABRIC MATERIAL MUST EXTEND � En. SpE $, perpendi u lar to the line of flow. Where silt manufacturer's recommendations. ;% ' ;% ' ';� ; ;% ; ;% ' ;% '�;% ' ;� � �� e� CHECKED BY: i � i � i � i � i � i � i � 4' ' �' ' �' ' � � ' � � ' �' ' �' ' �' ' --b a� � — ` INTO A TRENCH AND BE ANCHORED MqX, fence cannot be trenched-in (e.g. pavement or 3. The width requirement of the erosion control � o � �`�' fOR ADDITIONAL SiRENGTH� / WITH COMPACTED BACKFlLL MATERIAL N rock surface), weight fabric flap with rock on mats shall be comparable to the width of the � � � ��y� FILTER FABRIC MATERIAL MUST � uphill side to prevent flow from seeping under disturbed surface to be filtered. The minimum DATE: 3 � 0P� BE ATfACHED TO A 6-INCH RUNOFF � SILT FENCE fence. width shall be 10 feet for Single Family lots and o � (MAX.) MESH WIRE WHICH HAS — r//'� ��Z H 3. The trench must be a minimum of 6 inches 20 feet for Commercial applications, unless S I D E V�E W E N D V�E W � i i BEEN FASIENED TO THE POSTS. � �� deep and 6 inches wide to allow for the silt otherwise approved from the Storm Water Utility i� � �i� y - - z l� �' fence fabric to be laid in the ground and Manager. N OTES: PROJECT NUMBER: v �'�� i� � backfilled with compacted material. 4.The width of erosion control mats can be 1. STRUCTURE: 1/4" GALVANIZED HOG PANEL FRAME. o i� i APPROXIMATE 4°X4" 4. Silt fence should be securely fastened to each reduced when used in conjunction with silt fence 2, FABRIC: GTF-400 9oz WOVEN MONOFILIMENT o . � �i�� ` 1FtENCH steel support post or to woven wire which in and block sod vegetative buffer strips. In no FABRIC SECURED WITH "J" CLIPS EVERY 8 INCHES. ��i�� OF turn is attached to the steel fence ost. There a lications will erosion control mats be less S h e e t N �. � � \'� � - - \ ,� /� STONIE EA� SIDE shall be a 3 foot overlap, securely fastened than 4 feet wide. 3. GRAVEL BAGS: UV PROTECTED FILL WITH GRAVEL OR ON SITE DIRT. cn �,OW OF SIL`� FENCE Where ends of fabric meet. 4. GRAVEL BAG PLACEMENT: ENDS, TOP AND CENTER. � 5. Accumulated silt shall be removed when it E R 0 S I 0 N C 0 N TR 0 L i 1 1/2° FILiER STONE 4 �r ��\ reaches a depth 1'. The silt shall be disposed of ADVANTAGES: \ at an a roved site and in such a manner as � I N S T A L L N G A F L T E R F A B R C S I L T �E N C E %�%� � ,�� PP A, EASE OF INSTALLATION P L A N � � � to not contribute to additional siltation. v� ��%�%� �/ / 6. Silt fence shall be removed when the site is B) EASE OF MAINTENANCE i %�\�/��i��/�\� com letel stabilized. C) HINGED AT TOP AND BOTTOM TO FIT MOST CURBS ' D) CAN BE REUSED ¢ PD SITE PLAN PACKAGE NOT ��\�� 9 9 0 7. Rock filter dams shall be used at concentrated hi h flow dischar e areas in lieu of silt fence. i U� z� TO USED FOR CONSTRUCTION . S �T FENCE STONE OVERF�OW STRUCTURE HEAVY DUTY CURB NLET PROTECTOR �% SHEE- �„ oF �,z m� � TROPHY CLUB o o � � � ___ J �o o �� } -'--__ ��t�� CRE��G�� BOB JAMES \�' EXISTING' STREET LIGHT � � y�SN Medlin MEqO� �'� Y J � Cemetery Golf 2 � � � ��,, �Ez� ��( �,J� Course � � _ � � 5uN5 TR�pHY� 2 FAlh�,q SEMINOLE �-� � \�, _ ��c�` 9 �P ��qGF F �c=i o voi � \ \�\ --_ -__ � 114 G� �'v r � o o RESH MEADOw W W Z Q \ � \��_ � - ----- � � s G'?� p� �� IN�ERNESS a x � � w \ � � f�i . : � - _-_ _ �r�� I Q , - ----__ < 2 J ----_ '---__ � � _ � / '--_ - -_� \ � ` \� �� _ - -___ --�---____ ---____ WESTLAKE � � � ��INVERNE � 2595 Dallas Park ay, Suite 204 � � - �-- �-- � � �� 0 _ =-_ �_ _i __ � -_ - �__ ��: �--____ Frisco, TX 75034 , � --_ C �� __ � - �� Tel: 972-464-4800 • www.bgeinc.com � D EXISTIIVG STREET UGHT K�N� TBPE Registration No. F-1046 1 _ ` � _ -- O�q � ��- . RA ��-�_ _ -�'---____ Contact: Jason Frey � � = � '� - - - � �� - �--� ___ -''---- a 114 Tel: 972-464-4821 _ - � .--� - -- __ � �__ __ � �� Copyright 2017 \ < _ - � '--__ I ��'_'--__ > SOL 0 15 30 60 � ,�� . ANA -__ _ __ a \ _ o � ----- -"� -'-- ��r -- g<° � DOVE ROAD �'i��y,� `� .___ SCALE: 1" = 30' � �' � _ �yT� OWNER: � � U � �_ �.�°°� `� MRW INVESTORS LLC. �� '�� a � � 1 00 VALLEY VIEW LANE ITE „ , - --� � 8 SU 300 �� VICINITY MAP FARMERS BRANCH, TEXAS 75234 � �� , � I (NOT To sca�E) CONTACT: MEHRDAD MOAYEDI �� / � i / o � � I � � � � � ' � � -- i � � � � � � � � _� i �� , ' ;� � � \ � DEVELOPER: �� --_ _ � . � �� / �� / � - ` - VOLTADEREI, LLC. �, �� i , / / � � � . , ' �� 1321 UPLAND DRIVE, SUITE 3966 � � � -' / �, � , HOUSTON, TEXAS 77043 � ,- ,� / � �_ TEL: 716.998.3386 � �� -' � / � � � , -- � � , � � CONTACT: JOHN SCHOBER � _ < � � �. � - -- "a � / � � ,� -% — � / , \ � � � N � , � � , , , , , ,, � , , � �� ,- � � �. �� ,, , '�- � �►Q � , � / , , � � � P � �� / / , �� V � �, .. 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O� ,;�,�. ,. 3 �^� �; �; ,�' �` � ;� // THESE PLANS ARE ISSUED FOR � � ��- -�� - �� , � - � � �-� / „� � THE PURPOSE OF PRELIMINARY ; �� _ ; �� ,'� ----__, � - " '� � ° � _ `�� ' REVIEW AND ARE NOT INTENDED � � � �. ai \_ , _ -,-►'C �. _ __�— - --- - ` ` - _ � ` � �// FOR CONSTRUCTION. , ;. - _ � � r = WHEN ISSUED IN � -- � - _ - _ i _ � � o - v , -- - y , ._ . _ -__ .__ . U • __ . . ' __ ___ _ " . LL ...,.1 � 1 , / �� GIRpN - , _ � _ � _ , '� �%� � F NAL ORM THEY W LL BE Jo - A _ _____ _ � •. � - . I F I _ � � � " � ' � SEALED, SIGNED AND DATED. m �� - ,; - � � a� i V ' � - / — - - - - — . � - - , a --- --- , � -- --- -- � � o = - � --- - �� , / / � � ---- — , ,, � ----- �` �� _= RESPONSIBLE ENGINEER: � ��` ��, � � --_-— - N — __V�1I - BGE, INC. �.. _ o =— -_ � � � �� _ �, � TEXAS REGISTERED ENGINEERING \ _ ____ = ; FIRM F-1046 �, � ___ __- _--- — .. � JASON A. FREY, P.E. � , � ,� �� TEXAS REGISTRATION N0. 88485 `i I�' �� \��, oA, JANUARY 27, 2020 o ° � � ' o I ''i � � CAU TI ON � � �I � �i� — �� o EX/STlIVG' STREET UG�HT ; �� Contractor to Verify exact location � o,� a ;, �� <� �� & I)cpth of Exist Facilities Prior to � � / ' � � any Construction Activities � , .� � _ i; , � EX/STING STREET L/GHT �� ,' � ° CAUTION ! ! ! o � j�' ° ❑VERALL LEGEND %� HouRs�PRioR 8 o coNSTRucTioN � Ia � r� I \\ � � � � �� PROPOSED FIRE HYDRANT REVISIONS ° � REV N0. DATE DESCRIPTION � I ��\ � / �\� ao� S�H PROPOSED SANITARY � ; � �\ � � MANHOLE a I�, � , � ' \' `=' PROPOSED STORM INLET o a—p PROPOSED STREET LIGHT m � EXISTING TRANSFORMER 0 a ,�.� LS PROPOSED LANDSCAPE in DRAWN BY: � BM1 - "❑" Cut found on top of curb at the south median nose approximately EXISTING STREET LIGHT ° 691 feet southeast of the intersection of Solana Blvd. and Davis Blvd. wElev. 668.963' CHECKED BY: Y EXISTING GAS METER � BM2 - "❑" Cut found on top of curb in the west turn lane median at the EXISTING ELECTRIC MANHOLE DATE: � intersection of Davis Blvd. and Hwy 114 approximately 38 feet west of the � centerline of Davis Blvd. and 8 feet southwest of traffic signal pole on EXISTING SIGN �, southwest comer of intersection. PROJECT NUMBER: -� Elev. 667.93� , Y EXISTING FIRE HYDRANT m TBM1 - "❑" Cut in median nose located � 700 feet southeast of intersection of Davis S h e e t N O. i � Blvd. and Dove Road. Elev. 668.96 � NOTES: EXISTING LIGHTING `� TBM2 - "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS � Elev. 679.58 EXISTING FOR THIS PLAN SET PLAN �' 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS ' OTHERWISE NOTED ¢ P D S I T E P LAN PAC KAG E N OT 3. EXTERIOR ARCHITECTURAL LIGHTING PER THE DESIGN % GUIDELINES. U� z� TO USED FOR CONSTRUCTION . �� SHEE-�,z �_ �,z m� -SHEET INDEX- SHEET NO. SHEET NAME AO COVER SHEET A1 CATALAN ARCHITECTURE A2 SITE PLAN r-_� A3 LEVEL L1 -OVERALL FLOOR PLAN -- A4 LEVEL L2-OVERALL FLOOR PLAN -�--_ A5 LEVEL B1 -OVERALL FLOOR PLAN -' � A6 LEVEL B2-OVERALL FLOOR PLAN �'` ' --- A7 LEVEL B3-OVERALL FLOOR PLAN � - PRI�/ATE CLUB � � � � �-��_ - A8 OVERALL ROOF PLAN ' �_ r -_. - �� A9 EXTERIOR ELEVATIONS �S ° � �''��__. . ��--�- __ _ _ .__� � 1-=� - A10 EXTERIOR ELEVATIONS �_� � -- ; _ � - - __ A11 3D PERSPECTIVE RENDERINGS ^��CK H ��' � f . R�TA" � �-_ E N T RA DA B L O C K P Al2 CONCEPTUAL VAULT LAYOUT � -K� .s�,. , - — -___� A R C H I T E CTS -�s � � --- ----- �� _ � ! � � � �'�-- 4700 W ESTGROVE DRIVE,STE 200 J . ',�> �y _-- =-�� - --�-__ VOLTA DE REI AREA SUMMARY ADDISON,TX75001 � � ` S E Q H WY 114 & DAV I S B LV D PHONE 469-857-3151 _ — ' ��CK P s . L� .� _. . - r � FUi��kt.r�;_.:•.:Y:::;;i:,._,y r r ' OO BUSH ARCHITECTS,LLC-2019 _ l/ �� F � WESTLAKE, TX 76262 1. (14) HOTEL ROOMS, TOTAL HOTEL SF = 20,992 SF ' �� " �r - `� Mixea � '� � � . `r - "" '°r��• _:]�'� � u5E � A. 4,498 SF PER FLOOR, FLOORS 1-4 � ._ _.--- �. B. 3,000 SF, FLOOR 5 � " � ' ,,� ' �'�r BLdCK B � � 1 � �4_!�° �` �r ' �: _�-,`�- '► ,� � � gi �� - 2. (16) VAULTS, TOTAL SF = 118,689 SF - � � �� i~ �-- _ A. VAULT INTERIOR AREA = 101,195 SF :':;� ��Ai�' B` �0 1� ► � t � nnixFou�e �� --_ B. VAULT PARKING AREA = 17,494 SF �.]'� ' D I � 1 � ---- ART — � �_ _ � � i _ F� � � � - - � 3. RESTAURANT / JAZZ CLUB TOTAL SF = 17,467 SF � Y . '- �_� A. RESTAURANT = 11,876 SF N ":..;r.;:� RESTAl1RAIV1 _L � I,' - `, '`�`��.;, � [� . r R E C E P 3 l O N B. J A Z Z C L U B = 5,5 9 1 S F - '� � �. BLflCK CaNFER�1�l��:,:;:..•: �J R _. � N � � _ " 0 , ; : � 4. RETAIL TOTAL SF = 41,718 SF a � "� ' � `� � _� 5. OFFICE TOTAL SF = 17,097 SF X � - -- �� :':�.�,.' ` ,f' � � \ CHAPEL rowr��aci ' ;r � .,��';�': � �: . � , ��- 6. MECHANICAL / PARKING TOTAL SF = 123,152 SF ~ �� ° , �. `` ^ ;,��,�� ;; ; � . ; , ' : -� _.-�.,_ A. SURFACE PARKING = 21,762 SF � Y `` - o�Sti � �,�` � /;� �'� -� B. B1 SUBSURFACE PARKING - 75,374 SF Q � •�'� �/ � :'� ' . � � � C. MARKET/BAKERY PARKING (x2) = 26,016 SF m � � � \ �' � ��' '�tEs f , � � . � O (n . \�� . \ Mixe� � . '...... - � . : ',� ' . � `` . ifSE BLOClf l ART ,. �`� J J w �� : � ` � ` � ;� � . . '� ` TOTAL ENCLOSED SF (L1 + L2 + B1 + B2 + B3 + HOTEL) = 339,115 SF � . .f, V ,/ � �:� �� PL B OCIC lC�R T/�kES`�``'� /�(� !� ?C 4 m . , , ..<. � � � . � o � • .�: /'� �,�.� . � � ` � J ; � ` � , v�� ' / ' • . - � � � m '~'` _ f ` �'� � � '.�• �� T�� •\ r.�' .'� ��`` ` � , Bi.00K H BLdCK G BI,flCI(F eiUCK� � '� g ' f . � R.F5.1:.. \ � '` Q Q Cn � ,1 COND❑ , � . . �, .�. ,i;, /f � � . �%� � � -. > > �� ---- _ � _ �� .;�. � � � a � RESTAURANT l �Y' g � �! � , .� � ' � ��' � ,f � ^ � �. � " . r �: I..L ' '_1 � �� - � ..} . '�, ' -1 _ y' . .�'R. � , � -. L • �� 4'� . �;�i F�, • • �� \_ •.1� V �` � �' { �, RWEN ti r . '• `1 . _ + :. \ � ' � � ':� 1 � �� • f .r� � � k- � � `'� �� i r � � '� � _ - `� J � 1` _ J , : � f�- - � � Z � `'' I I � � � ��r � -!�' W � l � ��_ � :: w ��ti , l� �� , -` v� 1 -- � � � � —61.0�:��... �` -5�. % 1' s�o�=�:.•: '' �'�a BLOC3C.f � 1, ] � , �� _ . p �`. ., �1 � �` :'� �� 0 � ; ,•. �� ' : . . VICINITY MAP �� L i a�ocK� � � `` � .; >. < � '�: \ \\ `. \� \� _ \� . \\ -. �� . PROJECT LOCATION �' . , � ``�` �=-:.�, '-� �'�„+ _ � �......';��.: �I`�� _ _`'� , . ��7 ,`�`,;�..,..,--- - �`�� _. � � r.• �r �ti� � � '1,�,-r��.�::a.'� �',.?cv� ...�� R'S �__.-� - .� ?.�� , 1'�`yc �.. .� y�-+J_.� � �� - _ M1�}~@_ � ` •� A�; �-. � ..•� � ��, ; �is• ,'�ti �� ` ` :On�_ , � + :. fM1 . . ` - , "- � �'" � -� �:��, �1 ��.t. _ �.' _ �/..,;:...'"' F w►►e � � i � �-�• •. _ ^�r�--"� \` . - •' J.��u.�� ti ..-� - . �r.. . � '1�' ��.�'�;'-,• M . : � �� _�� ,�R ��:i t'_ .r....,. , - .!. .� '�'`�',/1v�� - ._�� ._= � � ,_ ti ,�-��a ,'�,�:.'ti-' ' ` - , °�,-. Y� �,�, ,, ��: :i ' � i �Y�.��bN'. � �r. ` ;,,� i' ' . r•�4�, ' �r�,��'- ;.a� � , r ,"�, � ��:i--;��;�,��^�� ,� *'r• �.�i � �f- ' � !-�R+'+i;:' c �: +�� rt. i �.' T. --� � +i ,i i .� �=��` �/ ,. :.1 : , � ■I .,yR' '•i� .�f��l�. • � •5..�r, � DESIGN TEAM " ��' . "�� , �Y �. � , �, P S'.. a�!1{,�. �. ' '• .�� N ,,.A � , nTe" �.� ,�, ��.- ��.r`•.�• �tn# ir.� �� '�, r� !��-�e`S. � .w? ��. I L�r'"�:� •��' .. t J�JF �Y_�� i ��- OWNER: MRW INVESTORS LLC. AR HITE T: 6 H AR HITE T LL CIVIL ENGINEER: BGE INC. LANDSCAPE ARCHITECT: r`�`� 1� �� '�� ~`� C C US C C S C �� ' � � �` , , , ��-�:�`;;� ,° ..��¢ ,_�-� �__ �:. � STUDIO 13 DESIGN GROUP, PLLC CONTACT: MEHRDAD MOAYEDI � CONTACT: MICHAEL ZIZIK CONTACT: JASON FREY, P.E. ISSUE LOG 1800 VALLEY VIEW LANE, SUITE 300 4700 WESTGROVE DRIVE, STE 200 2595 DALLAS PARKWAY, SUITE 204 CONTACT: LEONARD REEVES, PLA, ASLA, LI NO. DESCRIPTION DATE FARMERS BRANCH, TEXAS 75234 ADDISON, TX 75001 FRISCO, TX 75034 386 W MAIN STREET PHONE 469-857-3151 PHONE: 972-464-4821 LEWISVILLE, TX 75057 michael@busharchitects.design JFREY@BGEINC.COM 469-635-1900 LREEVES@STUD1013.BZ DEVELOPER: VOLTADEREI, LLC MEP ENGINEER: COUNSEL ENGINEERS CONTACT: JOHN SCHOBER CONTACT: WILLIAM A. LEE 1321 UPLAND DRIVE, SUITE 3966 4020 MCEWEN,SUITE 105 DALLAS ,TX 75244 HOUSTON, TEXAS 77043 T 972.707.3540 P H O N E: 716-998-3386 C 214.632.7766 PROJECT NO: 18-020 wlee@counselengineers.com ISSUED FOR: DRAWN BY: O BUSH ARCHITECTS, LLC -2020 DATE: 03/10/2020 THESE PLANS ARE INTENDED TO PROVIDE THE INFORMATION NECESSARY TO COMPLETE ENTER PROJECT NAME HERE. THESE PLANS MUST BE FIELD-VERIFIED BY THE CONTRACTOR. ANY DISCREPANCY, ERROR AND/OR OMISSION IS TO BE IMMEDIATELY REVIEWED BY ARCHITECT AND OWNER BEFORE ANY CONSTRUCTION OR DEMOLITION IS COMMENCED OR PURCHASES MADE. NOTE:ALL FEDERAL, STATE,AND LOCAL CODES, ORDINANCES, AND RESTRICTIONS TAKE PRECEDENCE OVER ANY PART OF THESE PLANS WHICH MAY CONFLICT WITH SAME,AND MUST BE STRICTLY ADHERED TO BEFORE AND DURING CONSTRUCTION. THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O.AS AMENDED JUNE 2016 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. COVER SHEET SHEET COPYRIGHT PROTECTION INCLUDES, BUT IS NOT LIMITED TO THE OVERALL FORM, ARRANGEMENT,AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS,WORK OR HOME REPRESENTED, CAN LEGALLY RESULT IN THE CESSATION OF CONSTRUCTION OR BUILDING BEING SEIZED AND/OR MONETARY COMPENSATION TO BUSH ARCHITECTS, LLC AO � � � �� S I�' � I � � - ��7' . �fy��TL- .;�6Nw:w:-�. i�. c.,1 ..' ' .. I -.��-�� ti . - �- . _ .. 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DESCRIPTION DATE � � � , : ' _ -•�-� . -.�--- . - ; ,> _ . - �; � � ;� - �� -- ��_� � � �T ��' s2 - ��u� - - - _� i � �' �----- +�- + '�\ G� 27 ---- _ � _ ' titi`,`� � RpNq � _ _ �,1; � _ _ . , • --------- ---- - GIRONA '' ' � � Q E-- - � Q PROJECT NO: 18-020 ISSUED FOR: DRAWN BY: SI T E P LAN DATE: 03/10/2020 � �� = 30�-0�� SITE PLAN SHEET A2 AREAS LEVEL 01 AREAS LEVEL 01 Name Area Name Area � � ARTISAN BRIDGE 1812 SF MECH 121 SF ARCH ITECTS COURTYARD 1 16955 SF REST 665 SF COURTYARD 2 8039 SF REST PATIO 1536 SF 4700WESTGROVEDRIVE,STE200 ADDISON,TX 75001 COURTYARD 3 5071 SF RETAIL 1 4549 SF PHONE469-857-3151 DUMPSTER 615 SF RETAIL 2 6927 SF �OBUSHARCHITECTS,LLC-2020 ELEV 140 SF RETAIL 3 4492 SF ELEV 143 SF RETAIL 4 2097 SF ELEV 132 SF RETAIL 5 1803 SF FIRE STAIR 3 236 SF RETAIL 6 274 SF HOTEL 4498 SF RETAIL 8 929 SF MARKET / BAKERY 12744 SF STAIR 295 SF MECH 1192 SF STAIR 323 SF N Cfl MECH 98 SF STAIR 615 SF � MECH 139 SF STAIR 255 SF � MECH 132 SF SURFACE PARKING 21762 SF X MECH 189 SF 98778 SF � � Ww a � Q � J V � W °° o w � J � J U � p 37'.4„ 11�,5„ w J � Sp-,�., Q Q m 24'-0„ � (f� �Og.��„ � � � � Q _ J � � � - z °� � � - , . N� W � � -_---_-- � 44'-0" 20g�_��, r o MECH � � 'i ~ - � `' 1192 SF �' --- --- �.. 3g'-0" c`�o . j ?' `� ' 32'_p�, � N f ,,I;' -..---- -- 3�p 30 � � , ,,�'``. i'' r''I,` � ��.,A GARAG E . ` ----_- --- - -_ 24'-0'� _ � ' DUMPSTER '��, ?� ; � +, `�� ENTRANCE � `•� ---- - _ N 615 SF �� • BELOW _ _ � �- �� . � ---- ---- ---- w HOTEL il j}� `� � '� � �' -��--s_ CI� - � VALET �' � /� � �"- ��,,�,T.,j . ./ i 1 1• '. . \lY \ / 7,• � "' _____ � �� -: - �. � HOTEL ` . �' �1' :;` � --- • , '-'%q', 4498 SF �} � . ,` i3: � (14 ROOMS MAXIMUM) � �. �. ` �' f` '['��; y=ff� . , ---- .. � �� R V l�-_____::-:: ' ' , TAIR ARTISAN BRIbG F _ MARKET/BAKERY ! ��- � 295 S ELEV � 1812 SF '� 140 SF 12744 SF � � . , ; ,: , , ; O _ ^ � i r � ' `:,, 12 / o, , /;%� ' v� ,\ � 0 � �� ;L v- �'/�c�:.., ' 3�� p, � � � �: .. ��' _ - � � MECH �' ' ��: \ � RETAIL 1 °ti p� `L�' COURTYARD 3 f � ---.- RETAIL 8 , �CJRFAC AR �''� � '� 189 SF ; ,%,- ,. ' 2 62 ;:�� 4549 SF �DO 5071 SF � 929 SF _ __ '� ;,�' ' O PUBLIC ART -�- -- - _ '�� , f ,�i . 9 ,� � ��.� •. y,,� ,'�� LOCATION -- - . _ -� � � � o� `='�. ; � f �\P �,��=� �"' y' ,. '' c+� � ; , y ;; '�� ----- 33t�„ -. ' ,�o , �j � .. � � �` �;��. _ STA " ' ':. �. ,� 2g'_4" 2/ BOLLARDS ALONG REAR EDGE OF o, ,'� f ' �� , rJ/ • � � �.; p . `� l'�:� �;, � :- RES - '4'-5�� 3gA10 PARKING AREAS TO SEPARATE '..'. ;' �� r �'� r'�g, 7-' �o� � �"'p�., ,' 665 SF � 1" 1 PEDESTRIAN TRAFFIC °-� � - ' � - ' ' `U`, ,; ,:" �\��G ;' 6�' fyir'� COURTYARD 2 � .� <T . : � � �9p'-7�� 39'-1„ � ' / � � � 8039 SF �� REST PATIO � � 47�_�,. �' , r ; f � ' ;1536 SF L /��.� , � � 1� 12 ,. ,�� PUBLIC ART � •� ,� ��'�r°`• � '� , �O� ' ,� �� ;, LOCATION ° ,� SIGNAGDING 0 0 _ ;' �.a�.:��.; ti ;. \ �� '�; ':.� : � '.� �'':_;% � ,�� '� S � ��' ' � . --- - - f� ARTISAN BRIDGE SHALL , �5: � LOCATION MEET FULL CLEARANCE ,, RETAIL 2 " p,,'�.\ - ,�� f� / % 6927 SF �� RETAIL 6 � � '� _---- -` REQUIREMENTS PER TOWN �� - % ; ; �;�" �5' ` '� 274 SF _' - OF WESTLAKE FIRE MARSHAL, ' ' � � MECH MINIMUM 24'W x 14'H EA SIDE STAIR � � � ��;, ' , , ',.. O 323 SF-, ' '� 12 t� 98 SF , . � ,��, �� j l �✓ .i � �� r , - \ �-��::� O / 1 / �\ �� \ /, POTENTIAL MECH r� Y ' "v p0� j', ,� CROSSWALK LOCATION s' ✓ ' � � �� 132 SF FIRE STAIR 3 � ' MECH '� ;: ;� � '�� ,� Y ,�%l' PUBLIC ART 236 SF ,�'� :'ELEV 121 SF �� % � � ,�p LOCATION o ° �-; , ' 132 SF - � � � _- ��-�—_-- `�' � .O � i� '� e � � . .._ . .. i e. �.\. � WAYFINDING � f . - - c�usrERMAi�eox '� � �� `' COURTYARD 1 �'; , � ' SIGNAGE UNITLOCATION `~ � ; 16955 SF ' "-- -- LOCATION '; - '`� _ �`' �., ,�' RETAIL 3 �T ELEV__ STAIR f � . , 4492 SF 143 SF . �255 SF `� , RETAIL 5 �-..,� -�1_ - ';:, \ ,: n ; � �' ��, ❑�� ,. � 1803 SF '"� � r 12 � . RETAIL 4 `. � �,.d,� , `L�� 2097 SF �� ' COLOR LEGEND L J STAIR 2 'MEC �'>:%., � _ I _ _J__ - STAIR '�;,;% � 139 SF_ .. O PRIVATE VAULT 0 ARTISAN BRIDGE 0 REST PATIO ISSUE LOG -�;:`;:....:.�.'.-'� - 615 SF 6" `=-�=" i- �-_� ' --- - . • �,Y ---------. -_-_-_ -_ ---- -- - , STAIR 3 ENTRANCE BELOW 0 COURTYARD 1 0 RETAIL 1 - __ — . . • , �r� O COURTYARD 2 O RETAIL 2 NO. DESCRIPTION DATE �- - _-----` - � --_ `�r O 0 COURTYARD 3 0 RETAIL 3 ---- __. --- ----�- __ .:: : _1/A9 ., ` ';' � �,� i - �.,, f. 0 DUMPSTER 0 RETAIL 4 -------: _ _..- - - -_ �- ,� 0 ELEV 0 RETAIL 5 - . 0 FIRE STAIR 3 0 RETAIL 6 -GARAGE ENTRANCE 0 HOTEL 0 RETAIL 8 BELOW 0 MARKET/BAKERY 0 STAIR 0 MECH 0 SURFACE PARKING 11'-6" 20'-0" 27'-1" 86'-6" 9'-11' 39'-10" 25'-6" 17'-6" 0 REST 241'-5" 3'-6" PROJECT NO: 18-020 ISSUED FOR: OVERALL FLOOR PLAN - GROUND LEVEL 1 DRAWNBY: DATE: 03/10/2020 � 1 � �. �� ,� 1" = 30�-0�� - LEVEL L1 - OVERALL SHEET FLOOR PLAN A3 us AREA SCHEDULE - LEVEL 2 ARCH ITECTS Name Area BALCONY 1 915 SF 4700 WESTGROVE DRIVE,STE 200 ADDISON,TX 75001 BALCONY 2 485 SF PHONE469-857-3151 - O BUSH ARCHITECTS,LLC-2020 BALCONY 3 455 SF BALCONY 4 375 SF HOTEL 4241 SF OFFICE 1 4670 SF OFFICE 2 6370 SF OFFICE 3 4407 SF OFFICE 4 921 SF N RESTAURANT 317 SF � RETAIL 4 745 SF � RETAIL 8 844 SF ti STAIR 528 SF X STAIR/ELEV 404 SF � � 25678 S F � W � � Q � J V � W °° o w � J � J U � p w > � � J ; Q m � 24'-0" 93'_1�„ � � � Q 6g-.��„ � � Q ------ _ 3g 2 � � �`�--- ------ -�_ 82�_�„ � W � � o� , + �-`�� 42'-1'� � � � � �j __ � ' $6�_0„ " � o :'?��,�--�--=__� ti�- ----- � ' � , --- y�'' -- _ __� _ C� / ;> HOTEL � , �+1' ;'r ________________ W \ I �, _..;4.__- _ � � d. 4241 S F �� , n�� ' 9`9 ' i;~ 'i=�"� � � �ir'++ � �� _----- ' � '"�ry' i, _ r ffI I'I,I'y j- j-� I � �----_---- � /;�`:;, ��o . ___�" � --. o. ----'r� I�� BALCONY 3 � '�______________ ,� . � f :��.l�r ----=-- �' , 455 SF � �__ �s� � - � � � , ,. --_ o �, ��;� r -_---___--'' ,� ;;�; 30 ;� o. �� ;�: � ��,, s, � ,� � _ � o �' � `�� _ ---- ` ��1 r�'' � � 1��t: `P i� r�4J u's •-,O, �� -- - - -----------' � � � ' O-, O., MECH OFFICE 3 ,s ,�O _� j � � � � \� 4407 SF o�- 0� - � �. � ' OPEN �. 0 , _ � - � .� ,',�t 9� Po' :� Tp �\� � ^�� ` �,\, D� 0 p�� o� ` . �� ''�•BELOW �' o,, . ' •�O �,� :.,�. ��, � ti .`� -_ `��" . O BALCONY 1 ' ��O �� `� " 915 SF � .\ /� �'� / BALCONY 2 %� 485 SF �- � \� f �.� � , i �� O ' , : ��, � ' _..�.. \ � �` % � ' OFFICE 2 �� " 6370 SF �� ' BALCONY 4 �` ` � � �rQ ' 375 SF • � , MECH f �,,, OFFICE 4 >:: � COLOR LEGEND / p 's 921 SF , ' \,:'`!, �, �if 5� �' � � �,�� ' ,�' 0 BALCONY 1 `.:�.. !' �� '� STAIR/ELE 0 BALCONY 2 � � 404 SF 0 BALCONY 3 �,, , .., '�.� . , `L ��'� ,;- ` p 3�` �� %� g�` 0 BALCONY 4 � �� 6 ��;�� '�,�'�,F¢�t:f 0 HOTEL •, `�;p '-�� '-:�/� r�� 0 OFFICE 1 � `.��, J�%�'� ', � 0 OFFICE 2 OFFICE 1 �- .e.; 4670 SF ,�l- v'��\ � '�. ---- - ', _ �` 0 OFFICE 3 ao � � 0 OFFICE 4 � , ` \ �. ��- '�. � � , `�,'� � � � � 0 RESTAURANT � ,, f:: • �`. `� ` . . �' ,;r � �,� ',.:. , ; � �, _ � � 0 RETAIL 4 \ ''� 0 RETAIL 8 _ �; � i � STAIR .�. '�:-_:__:-__ _.' � �. ... . '�' '*` --�I � f-- -,-,_ .___'�._--`;,'�, 528 SF 0 STAIR ISSUE LOG ' .. `' ' ' `', I 0 STAIR/ELEV �' NO. DESCRIPTION DATE — � ` = --� � 1/A9 �� ......� 12��„ 10'-6" 22'-0" 27'-1" 59'-7" OVERALL FLOOR PLAN - LEVEL L2 PROJECTNO: 18-020 ISSUED FOR: 1 1" = 30'-0" DRAWN BY: DATE: 03/10/2020 LEVEL L2 - OVERALL SHEET FLOOR PLAN A4 VOLTA DE REI PARKING REQUIREMENT SUMMARY 1. HOTEL = 1 FOR EACH GUEST ROOM x 14 ROOMS = 14 � � 2. OFFICE = 1 SPACE PER 300 SF = 17,097 / 300 = 57 (SHARED WITH RESTAURANT) 3. RETAIL = 1 SPACE PER 200 SF = 41,718 / 200 = 209 ARCH ITECTS 4. RESTAURANT = 1 SPACE PER 100 SF = 12,260 / 100 = 123 (SHARED WITH OFFICE) 5. VAULTS = 2 SPACES PER VAULT x 16 VAULTS = 32 4700WAD SON,TXR1001STE200 TOTAL PARKING SPACES = 435 (EST. 50 SHARED SPACES) PHONE469-857-3151 �O BUSH ARCHITECTS,LLC-2020 VOLTA DE REI PARKING PROVIDED SUMMARY 1. MARKET/BAKERY GARAGE, TOTAL SPACES = 74 2. SURFACE AREA PARKING, TOTAL SPACES = 62 3. VALET PARKING, TOTAL SPACES = 40 4. B1 PARKING GARAGE = 157 5. VAULT PARKING = 66 TOTAL PARKING SPACES PROVIDED = 399 N Cfl Cfl ti � X � Ww a � Q � J V � W °° o w � J � J U � p w > � � J ; Q m � � � � � Q J � � z °� , \ W � � � : , � . f:; 13 �4 . �, � •. '. -'. . 15 ' _ ' R � 26,3 y � �� ,;�' w 1 � � � 1 2 3 4 (f� `L� • � � - - 6 5 11 p� 15 7 8 I� �6 -.. `, ` \ - 9 ��\ 10 � 10 17 30` 14 16 � ; .\. '. 11 12 �3 .. � 14 _ 0� � , - 17 9 18 13 17 16 .• •.... � , N 15 �6 18 ' 12 18 � � 19 % ' � $ 19 3 � o� � � MARKET/BAKERY PARKING _ 20 21 22 '' 7 20 11 0� 19 � �w 15 STAIR 61 23 24 � . ►t 322 SF 6 21 ! 10 20 30, 14 �7 •.::\ EST �, 13008 SF - -- , p„ 13 �$ � .� 365 F � ;��'' 2 3 I 5 22 9 21 ' � \..,, ELEV �.; 4 5 6 - _ 4 23 2�` , 8 22 �.::, ryw 1230` 19 112 SF `' MEC 7 8 - - -- � _ -. . � 23 IL 11 � 20 ::� 24;0„ 330 SF 9 10 �1 12 :~ ' -- __ • -� 3 24 �.: ` .� MECH MECH RETAIL 13 � 2 25 :�;. 6 24 �r 10 21 45 SF 133 SF 716 SF 262A� � MECH �g, � 26 5 25 �� 9 22 �ti_� ' - _ 143 SF , ---. 0 , ❑15 T�Tq '27 4 2��6-, 26 8 23 '.-. � ..,:\ . �AFiVA'9�Q � p 3 � 24 �L � �� - � 14 � � 27 � . � _ . - ' T�U�S,oq �" . 2 �� 6 25 r .. . ' � 13 /C CF 28 - ' � � S d � 29 5 26 ' RESTAURANT `', �1i i. . 12 5543 SF ; � �: . � , l 11 - • 2 25 PARKING. 30 4 27 �..., ::;• � �O . - _' . 3 24 � 75374 SF ►� . �a� 3 28 '� '�, ;. r 2 �. � � 4 23 � 29 2 _ � ;.V� 9 1 0 �� 1 i �'6�� __---- J�, '�QQ' 8 �L . 5 22 ` �o� � 130 =--- -- ;�� 7 r 6 21 2 18 �h � STAIR ;'v '. � . R ��' MECH .�� 270 SF �� ,. , . 7 2p 3 �7 �L r'Q, 93 SF % .-. ,.^�, 6 .. y \a, � MECH � ' ��:. 5 ' . . . $ 1g 4 �6 p, �r � --- 95 S F 7 . , . 5 R, �9 `� _ � � 4 9 �8 , 15 ry y; �' � : ,. : . . 6 g ,:ti� - ./ � . . . . 10 17 �4 ' r 3 . 7 � 2 � `-_^� r , �; ' :: 11 �'' `" ' 2 � . ' 16 7 13 � �3 � ELEY :: . $ 12 12 tiR' 6 ELEV , ,115 SF � 1 , � 15 �[ , - - - - � r 13 14 � 9 11 � 5 131 SF ST,41R �'�'� - -- - -:�- - -�� - - -;� -. r , 10 � 4 STAIR 207 SF ; � - �� . � � '�'_ 221 SF - _... - -.. � �r = � d' � � --- �J �,4' � 3 �✓� ;. 28 VALET SPACES _,i '� - �: � �.� - . , . ' ' ' � . , • , -- - -.-. -- _ =i�= - � . : . . � . 2 , �, - � �' . •' • . • . ' � . _ ,� �� ` _ � _ _ _�' _ - - - . � ♦ �� . �. ,� . - _ . - _ _. , `� ISSUE LOG � - - - �� ' -:r i . — -�r — , � --. . � -, . � ,, . ,.. - _ _ . ,_.. , - �— — -��- — - � - —� _ _ — — , STAI R _ '` - ...._. ... _'�_ � ,......,..� — ;--_----_�--�--- ,. 542 SF -" �r MECH NO. DESCRIPTION DATE - - -- — --- - --- - -- " ' 117 SF ;�" _------�_------- ------ _�__ i � � ------ _- -=-_---__- --------- . _--� �, � f�,;, - -__=---- -_ -- � '� � _- -_ _� . --------------------- ------___� �. � PROJECT NO: 18-020 ;--�, OVERALL FLOOR PLAN - LEVEL B1 ISSUED FOR: 1" = 30'-0" DRAW N BY: � � DATE: 03/10/2020 LEVEL 61 - OVERALL SHEET FLOOR PLAN A5 AREAS LEVEL B1 AREAS LEVEL B1 u S Name Area Name Area ARCH ITECTS B2 PARKING 17494 SF MECH. 2 160 SF ELEV 131 SF PARKING 75374 SF 4700WESTGROVEDRIVE,STE200 ADDISON,TX 75001 ELEV 123 SF PRIVATE LOUNGE 950 SF PHONE469-857-3151 ELEV 131 SF RESTAURANT 5668 SF �OBUSHARCHITECTS,LLC-2020 ELEV 115 SF RESTAURANT 5543 SF ELEV 112 SF RETAIL 738 SF ELEV. 1 132 SF RETAIL 716 SF ELEV. 4 108 SF SERV. CORRIDOR 397 SF FIRE STAIR 1 323 SF SERVICE CORRIDOR B1 5485 SF HALLWAY 357 SF STAIR 229 SF MARKET / BAKERY GARAGE 12743 SF STAIR 245 SF N B2 STAIR 242 SF N MARKET/BAKERY PARKING 13008 SF STAIR 270 SF � B1 ~ STAIR 542 SF X MECH 93 SF STAIR 221 SF � � MECH 133 SF STAIR 207 SF � MECH 143 SF STAIR 262 SF w MECH 95 SF a � STAIR 322 SF Q MECH 117 SF STAIR 266 SF � � MECH 93 SF STORAGE 315 SF � � MECH 330 SF STORAGE ' 365 SF � m O W MECH 133 SF VALET PARKING B1 7678 SF � �j MECH 45 SF VAULT 9 6622 SF J J U � MECH 151 SF VAULT 10 5220 SF � MECH 48 SF VAULT 11 4844 SF � J MECH B1-01 1750 SF VAULT 12 4904 SF Q � m MECH SERVICE 532 SF VAULT 13 4844 SF � � � ��°` VAULT 14 4844 SF � � � VAULT 15 4824 SF Q VAULT 16 4824 SF J � � 93-_6„ VEST 506 SF Z °� VEST 365 SF W � � 196432 SF � 77�_�„ � _ _ 421'_T� � � - 83, � _ �o� .,l, \ ---- �, SERVICE CORRIDOR B1 � , -_-- ` � �_ 5485 SF � MECH 61-01 ,.: , _ 44'-0�� w 1750 S F �, .. \. 38'-0^ � .��: M'ECH SERV , `��, 32-_p., 532 SF '. �� _ . . 24'_3" �� r1 - � :i - - VAULT 16 � , 2g�_g„ - PRIVATE LOUNG�. ��` '�� 4824 SF 950 SF ,. � r ^��%l 1�II � ++I �` �r" -16'-0,. `� ., f f�, � f' ; . � i' �, 1 "I ;� � � � 1� �� r� +' - p�h ` �.. �. � ,. ''+�� ,v � � VAULT 15 "- ` �` ---- �' `�`. _ 4824 SF -14'-0" �,' STAIR \ MARKET/BAKERY GARAGE � -16'-0" _ � �� . +'� 16 ., 242 SF�- � B2 � ;::24 �� . � s : VEST �: ' 12743 SF �� I �:.. � 506 S F ��?+ '±;. ,._�. VAULT 14 x::� , . ►•. �� 4844 SF ,�_ ° 4'`� - ' ARTISAN �..r� EC � a �� , ` c j BRIDGE 4 1 S STORA f� � � -16'-0" _ `�14'-0" ABOVE 365 SF �� MECH. 2 � --�;•;,;. - A ;;' �3 ; 160 SF �� ELEV. 4 RETAIL � �;"' �:�.-... STAIR , 108 SF 738 SF 2��.�F I , VAULT 13 ` ' - ' ,;, -- ; 4844 SF -14'-0" `�.;-.� _ � . -16'-0" ' _ � - -14'-0"� STAIR 4 VAULT 12 � 4904 SF -14'-0" � �:p„ RESTAURANT ,�� - �6, 5668 SF , ', �• _ -16'-0" .3,, �� 30` 0�� ' VAULT 11 -- 4844 SF - -14'-0" -16'-0" � ;;. 62 PARKING � � 17494 SF VAULT 10 � - � _ 5220 SF FIRE STAIR 1 323 SF �r'� ,' -14'-0" MECH . o, -16'-0" � 93SF � E�Ev. � � � �' / ' COLOR LEGEND 132 SF ' pN 4 ` ,� /�:' f STAIR � B2 PARKING 0 STORAGE % -14'-0" 229 SF � : �. �L�V , � ELEV 0 VALET PARKING B1 O ,' HALLWAY ' N -� � �4 STAIR � /' � ,%'123 SF � ELEV. 1 � VAULT 9 357 SF 245 SF r � 0 ELEV.4 0 VAULT 10 % �, - i � �, � 0 FIRE STAIR 1 -- — - - - - - — - — - - ELEV ��--J=-..; 0 VAULT 11 � -� 131 SF 0 HALLWAY 0 VAULT 12 - - ` � • 0 MARKET/BAKERY GARAGE B2 0 VAULT 13 ISSUE LOG <. �, . -15'-0" -14'-0" I • . �`�_ 0 MECH 0 VAULT 14 NO. DESCRIPTION DATE VAULT 9 � T ORAG 0 MECH B1-01 0 VAULT 15 6622 SF 315 •" � 0 MECH SERVICE 0 VAULT 16 � 3 �dN' MECH � 0 MECH. 2 0 VEST -»>,.,.,�a.��m.,.,�,,., _. - .._._ . �; 133 SF. 0 PRIVATE LOUNGE � ` � RANT .:-�--- - - - --— �-- .. - -� ---- -- - - - --------- � � 0 RESTAU , .....�_ SERV. CORRIDOR ----- ----- ------ -------------------------- a 0 RETAIL � --- __. 397 SF -- - ----------- __ . � , /. -_ _ , , / 0 SERV. CORRIDOR � `� , 0 STA RICE CORRIDOR B1 -----� �� PROJECT NO: 18-020 ISSUED FOR: OVERALL FLOOR PLAN - LEVEL B2 DRAWNBY: DATE: 03/10/2020 7 �� = so�-o�� LEVEL 62 - OVERALL SHEET FLOOR PLAN A6 AREAS LEVEL B2 AREAS LEVEL B2 u S Name Area Name Area Area 462 SF GUN RANGE 12 4816 SF ARCH ITECTS Area 112 SF HALLWAY 589 SF 4700 WESTGROVE DRIVE,STE 200 B2 HALLWAY 2125 SF JAZZ BAR 5614 SF HONEO469T857-31�51 ELEV. 88 SF MARKET & BAKERY 12683 SF �OBUSHARCHITECTS,LLC-2020 ELEV. 99 SF GARAGE B2 ELEV. 01 95 SF MECH 2 466 SF EXIT 391 SF MECH 3 611 SF EXIT 6 391 SF MECH 4 270 SF EXIT 7 639 SF MECH 5 2977 SF EXIT 8 498 SF MECH. 6 386 SF EXIT 9 486 SF MECH. 7 386 SF (V EXIT 10-11 756 SF MECH. 8 386 SF � EXIT 12 305 SF MECH. 9 386 SF � GUN RANGE8 4809 SF MECH. 10 386 SF ~ GUN RANGE 5 5845 SF MECH. 11 386 SF � X GUN RANGE 6 4761 SF MECH. 12 386 SF ~ GUN RANGE 7 4807 SF MECH. PARKING 894 SF W W GUN RANGE 9 4811 SF STAIR 204 SF a � GUN RANGE 10 4816 SF STAIR 01 270 SF J GUN RANGE 11 4816 SF STO. 113 SF � � STO. 128 SF � � w 73447 S F W O � J � J U � p w > � � J .� j Q m �� 93-_6., � J � � z °� w � � ^o�� , _ � MECH � / 2105 SF w � PRIVATE LOUNGE � VAULT 8 % 877 SF 4824 SF '� �°' -41'-0 19/32" VAULT 7 � � 4824 SF SERVICE CORRIDOR 62 5340 SF -41'-0 19/32" 16 O �� I �� I ' VAULT 6 4844 SF � -41'-0 19/32" � �MECH 2 170 SF VAULT 7 -� 4844 SF -41'-0 19/32" �j] PARKING B3 � �� 25154 SF ', VAULT 4 JAZZ CLUB 4904 SF 5591 SF -41'-0 19/32" � VAU LT 3 4844 SF -41'-0 19/32" STAIR 01 � � 284 SF � VAULT 2 MECH 3 `'''- 93 SF COLOR LEGEND MECH 1 � � o, 5220 SF_41'-0 19/32" 95 SF � � 0 ELEV 2 0 VAULT 1 STAIR 3 0 ELEV 3 0 VAULT 2 �-��'O' 204 SF UP �' ELEV 3 ; , 0 HALLWAY 0 VAULT 3 HALLWAY � STAIR 2 113 SF 0 JAZZ CLUB 0 VAULT 4 359 SF _ 4 233 SF 0 MECH 0 VAULT 6 I - 0 MECH 1 0 VAULT 7 _ _ ♦ i ELEV 2 0 MECH 2 0 VAULT 8 SERV. CORRIDOR 131 SF 0 MECH 3 407 SF �, -41'-0 19/32" - 0 PARKING B3 VAULT 1 6517 SF � I �I 0 PRIVATE LOUNGE ; II ! 0 SERV. CORRIDOR , I _ '3 MECH 2 0 SERVICE CORRIDOR B2 ISSUE LOG - 128 SF 0 STAIR 01 0 STAIR 2 NO. DESCRIPTION DATE 0 STAIR 3 0 STAIR 03 PROJECT NO: 18-020 , OVERALL FLOOR PLAN - LEVEL B3 ISSUED FOR: 1 � DRAWN BY: J 1/32" = 1'-0" DATE: 03/10/2020 LEVEL 63 - OVERALL SHEET FLOOR PLAN A7 us ARCH ITECTS 4700 W ESTGROVE DRIVE,STE 200 ADDISON,TX 75001 PHONE 469-857-3151 O BUSH ARCHITECTS,LLC-2020 �3./ � � � X � Ww a � Q � J V � W °° o w � J � J U � p w > � � J ; Q m � �- _ � � -, �_-� --- _ � � , ;�i�, ----- ---- __ � Q , _ , ---------__--__-__�_ J � o � __ � _ ��_______ ��- -____ _3�� Z � � ��J - �'' „ei,�'y;.. /� ti------ '�'=J _. � � ___ �� ;::I:flr!!'�;1�lA�%j, �'� __- � l�+:1!f��, . � ,�;'' - ` • :1;�':il.f' ______- - / .\' �./ ,, .' ____- �� . ' \ . 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DESCRIPTION DATE -- --- �-� -- - - _ OV E RAL L ROO F P LAN PROJECT NO: 18-020 1 ISSUED FOR: 1" = 30'-0" DRAWN BY: DATE: 03/10/2020 OVERALL ROOF PLAN SHEET A8 CLAY TILE ROOF SYSTEM � S �� r -� CAST STONE ROOF TRIM I � J� � CAST STONE PARAPET A R C H I T E CTS STONE VENEER PER ENTRADA DESIGN GUIDELINES 4700 WESTGROVE DRIVE,STE 200 - � -1 ; 4 ADDISON,TX 75001 LEVEL L5 � �� CLAY TILE ROOF SYSTEM PHONE469-857-3151 56� - O�� 4 6 p � CAST STONE ROOF TRIM �O BUSH ARCHITECTS,LLC-2020 T� � j� � ; � „ , - STONE VENEER PER CLAY TILE ROOF SYSTEM ,j LEVEL L4 GU DELDINESESIGN ANODIZED ALUM WINDOW FRAME 4L1 � OII O O 4 9 p d . _ � � � _ � !' � -- - � _ _ i Y`��_�� i ¢ -- �: _ _„ __ �^ { r..-w- � - ..` _� i LI - - .-j �-' r , - , il� �}`�� !, - - LEVEL L3 � - - � � �� - � � ��_ - _��{ 1�11� ` � � � 1 f � � t �' �OII 4 � O b _-_'" _ _ . — __ —_-- _ _ -_- - '- —- � ^-`^ � _ 2 j� - , _ ' � - - � _ �f - � _ - �' � � _ -- - � _ 7 y ' = - __ - - -_ �� 1 << � - _ _ �� f - � - -�. � _ - _ �R - - �- _ � cv � � .�-� _ _ �� ,� _ - -- - �--- - � � ;,� _-—-- �� _ � --- - � LEVEL L2 - � _ _ _ - T�r.-' ._ - --' -_ - ."i --_---- - __ - _ - - - -- - - - - _ - - - - LEVEL L2 N �0 ; ^� „�. ,.�,� ,. _ fr _ � -- =- ---� -- - -�� _ � 14' - p„ � _ � _ �� .�,— -- - _ - 1 - _ - - - sY — �-�,� C� -- _ -- _ e \�- - � -- =�- -- .-- - - L - - , .� ; ;. , _ - - - _ . � . . _ .._ ; , _ _ �f� - _ - - - — — — _ - � — �:� �— � 4� , , � , �� fj I� �, __ � _ __ _ __ _ _ _ - - -. �_ s'�'- — �.�� _� � s— - _- �.� ' _ '� - : � � �. � �LEV�EL L1 _ ; �- � -- _ � ; ; ; , , _ ;___ . '- _ ._� - _ -_- .=_---- - - -- � ' = - -- -- � --- ------- --�- - - -- - - - -- - _ --- -- - - - _ LEVE�L L�1, — � Ww ROSES ST - ELEVATION a � 4 � CLAY TILE ROOF SYSTEM 3/64" = 1'-0" � � CAST STONE ROOF TRIM � ANODIZED ALUM WINDOW FRAME I I I � O w �____ � STONE VENEER PER ENTRADA "� � � J DESIGN GUIDELINES :`': J ,;� � CAST STONE �� - -� -� � Q PARA �.,--- �� W � � s � -�'_1 ��r '/;�� ' � JM 3 i I/�� - � � W _'T 7 � ' -- LEVEL L5 � � U) -�-� - `_- _ `"�"� ---- `, ;. _-- -- -- -- ---_L- 56' - 0" � — ��:��! �.��'��`� .- � RUSTIC WROUGHT IRON � STONE VENEER PER � � - _ r_ "' , . GUARDRAI�� ENTRADA DESIGN � Q �: ° _ �- - �'}' GUIDELINES ��. ,- �._.�- �' � - - LEVEL L4 � � � 0 :• _ _ .� . '� - -- � - _ c' r`�+'I�-_ _ - -� - � 42' 0" � � ,� _ ,` . _ -- - - - . • `--��.- �_F� r -- - _� � - -- -- - - _ � ',I � �i. _i_ � � _ ..� --.- -. - - -,--;`� =- _ . �•, � - �� LEVEL L3 � � , _ �..� � _- _- -- . ,_�:�: -�"r- - ' � - 28' - 0" � t -- -_- _; - _. - _ � _; �, ' - `ti - � � �, ,_ _ -- �. - -- -. - --��- , = T:�� - - > LEVEL L2 �" � � �'� � �-`=� � '�`l!�. � � - - � LEVEL L2 , � � - _ 4 - � > �_ p�� - - _ :� - _ _ � �� - - .- - - _ - - _- �� ...ti� , - , - - � �. 14' - 0"� _ _ t �- - - f_�---�', ` � �-�' , ,� _ _ _ ,. -�•. '-'�� _� >r "i � � � _ _ - .,��;^��:.-_T._ _ ° __ cr `-' -- ,. �LEVEL L1 _ - `�_ - - - -�� _ � ` -� -- LEVEL L1 uJ OII -- �- . _ J_-z "'__ � -� � - $lE`L -. ga� _ . . - - -. O, � 011 V/ -_ _, ' J _-`_-.' . � - , j� .- -� ��=� [T` ' " � 11 ll - - ,� - - y-:- .- , . !- 4� __ _- -^ __ - - � 1 I .__ r� 1�� -- _ _ _ . ,A .� ` -Lf _ _ ANDORRA ST - ELEVATION 3 � 3/64" = 1'-0" _� CLAY TILE ROOF SYSTEM�, �_ CAST STONE BRACKETS -`�, - � —.:f�- .-��' CLAY TILE ROOF SYSTEM � ��r^•�r-�":y�i�_�� „` LEVEL L4 �-� � �� CAST STONE ROOF TRIM- �_ O„ {��} , STONE VENEER PER ENTRADA STONE VENEER PER ENTRADA lll� �I � DESIGN GUIDELINES DESIGN GUIDELINES - � � WI ODOWD RAME �I � LEVEL L3 � � , 28� _ �� = RUSTIC WROUGHT - - - - IRON GUARDRAIL -� �A,''.i,,.�-,,� �.��.��r�� 1 � . � �-- l I �_ - � ~i �, � '�'�� il�� f i _ � _—'�-� — �, ' �; � ; � � CAST STONE COLUMN � - - I J � �� ' I� � � �-�: �LEVEL L2 � - �I� ' - - - � - =�{ r � �.` �� ' ' I�� --- _ _ -- ,�; I ' �� LEVEL L2 0„ - - - - _ .__ - � -- — - - { -- -. _- - - _ - _ �- _�E� � - - - -_ - -- - � � 14' - p„ CAST STONE TRIM � �� _ --�� _ __ -� ___ � �- � � = i � - � -- � - -- �i �'f '_ - _- � �_ � � - -_ _ - . -��-�I.--.- _ � _I _� - r� T '_Y �l - r ,�I 1 .. �� - I ' __ T — � � � _ ;�.- _ _ _ I ,� LEVEL L1 - � - - - 1��.�__ - _' �!I� '��- - - _ ---_ f ; � �f � � _ _ _ - _ --__ � + LEVEL L1 � v O' - O" �'_ i - �- C . - - � __ ' _ _ L � _ I _ -' __ __ ___ _ -- � � _ ` � _� O� _ O�� ;.�_�- �__ i� ' , � _ _ --— � �� -- - _�` y - -- � - �--� - �`t _ ___ _ � r= � � _ _- ` __ - _ _- -- - __ ` - - _ � - -_ _ !� - - � _ � - _ �. -__ --. __ rt-�'+'_ _. - = � �-�-- __ - - - � _ _ -_- _ r�" - __ � ;� _ � �_. . - - . - � � --- `� - -� _ - �° _� _ - _ - • �� - - � � �.v'` I' • � i• • . . -� _ - - , . �� __ _ �`�.�r ! _ - _,�� i _ -] � r . . . ��. -_' '�!i � � � /�-- . - .._ .� . - _ �- �4 • '� '- {�' �t r �1'1� � r;� I� - L - �T`Y V'r'- ^�- • _�: �.;�^� � � �� J,`� — � —- � _ r ,-��L . _ ' _'� t� ." � .`�,�� ` � f _ •- ` ^ _ -- - . _ - �w.c.-..�..s�.r�. � - l 1" _ - _ f . 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STORAGE� AREA � � ` . � � , , � . � �� ' , � STORAGE AREA � ► 'I I II RAISED FLOOR � �� VAULT 1 SECTION ' 4 � 1/8" = 1'-0" 144'-0" 10'-6" 21'-0" 60'-0" 12'-6" 40'-0" � �� - � TARGET LINE � EGRESS CORRIDOR — AIR LOCK m �' ' ARMS STORAGE l� I' _ - -= - � BATHROOM I I � --- - - - _ � � � ' � _� � MECH / � REAR TRAP RANGE : :�r PARKING AREA ISSUE LOG STORAGE AREA � _ NO. DESCRIPTION DATE PREP AREA � ;� �, _ M 4 ,,.� �,� L'�-� i� Al2 I , — r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- n'�� i %" EGRESS � � HIGH-SECURITY CORRIDOR r LOUNGE � FOYER / VAULT DOORS I � ART STORAGE j `• _.� � - - - : __\ � � �� PROJECT NO: 18-020 BULLET-PROOF WINDOWS (TYPICAL) ISSUED FOR: VAU LT F LOO R P LAN 1 DRAWN BY: 3 DATE: 03/10/2020 1/8" = 1'-0" CONCEPTUAL VAULT SHEET LAYOUT Al2 � STUDI I} 1: � I [� �: C� 3t C1 ,_: ,, � — _ � � � ` _ Studia 13 Qesign Group, P[.L.C. �� _ � �_ � �8fi 44`.htain tiii�et � — � _ � Lewisuillc,1-cxas 750�7 � �36'3-635-I4llp � � � � ` _ � �� / _ � � _ _ � 7[3:1f_l�irr��-BRli-1� � � / - GOMMON BERMUD�4 SOL I D SOD �,p TYP / � - --__ THESE DOCUMENTS ARE - � - -- / - FOR 1NTERIM REVIEW _' -_=�� - -- ONLY AND NOT INTENDED �� ' FOR CONSTRUCTION OR `� � � ' � BIDDING PURPOSES. � � �z � Y � � , � _ . , Lo � . , � � �- �� Submittal 11 2 2020 � � , � � � � ,� � - - � � -- � �� ''�� , � a � _��i- � � / GOMMON BERMUD,4 � _ � � � ( u� �� I.�O SOL I D SOD �� ` � �. - � � � �„ � - TYP GO ' � ;,\ j � . , I.�o 1 i� � - / � , „ _ � -- _ . _ � - - ,, - �- -_ _ � ' i, , � _._ , - �, , �� ' �� „�� . � ��o , \ o ° ; � � , NORTH � � � , � � � �>> , „ a ��, �� ' �� ' 30 I S O 30 US FOUNDfi�RY SQUARE TREE GR,4 � ao � , ;� / • ��' � � MODEL #USF q515-5 ��. N / �\; �' •• �� TYPIG�4L IN P�4VING P,� j �� >> � / . � . I�� O � - - N / � '� � � � � o ,� , � � � � � 3 . . . . N / � � � �� , _ = Bar is o mch on ongmal � ` ne V ' % s� �� \ drawing. If not one inch on this \ V '-_- ` sheet, adjust scale as necessary. � � I I r� Y . R ti a? j , �%m � � �� One Inch v � ' � � � ` o � �— � �� ;� �� 0 � � � � � P�RKI NG � � BISTRO PLANTER � � m Rg BIOKA TALL WATER JUG (TYP.) � 8 g W I TH AGA1/E H � >, . � c� � � � ;�� ENHANGED PA\ll NG � � „�'� � �'' � � GOLOR TBD� � BISTRO PL�NTER � �-• � o � � BIOKfi� T�LL W�TER JUG (TYP.) ,�� . �� WITH AG�1/E ,��' �� `�, �' � � ; � � � � . , , �� o _ i ,, � � � � � � GOMMON BERMUDA � V �+ .--+ �� SOL I D SOD � � O TYP � N 'M� �' - _ � � � �� 1�—� � w 4� , � � � • � US FOUND�RY SQUARE TREE GRATE V � Q �� , � MODEL #USF 9515-5 � � �� ENHANGED PAYING � � Qj � � � � � TYPIGP.L IN Pfi�\lI NG � � o � � „�`:, � PATTERN AND � C� , '�1, � � � �� GOLOR TBD �"'� o � � �� , , � P-� � � � � � _ _ _ �� w a� -- . � - �.. � . - ,, � _ _�� o ...._ _..... � _........ . , � _._..�.:� �� ... _ ._ �� . .- - . . � � � � � � ~ � ' � T� T'T �.� . _ � SYMBOL DESGRIPTION �, � -- �T ' � - - � i' � . � � �, � � � � � � • • . � � � �• . � v ' �' cn � _ I � L,E � � '1 EA � LAGEBARK ELM/ULMUS PARVIFOLIA �J O ', ''' I � / � � I � ,� �� (3" GALIPEW � / � � ` ►�� i � �I .� � _ - - � �� i � : ' BISTRO PLANTER o - - � � ' BIOKA TALL WATER JUG (TYP.) J �, ENHP�NGED PAI�ING � ` WITH �4G,41/E 3 EA G�_ GHINQUAPIN OAiG/QUERGUS MUEHLENBERFGII m PP�TTERN P�ND �\ (s° GALIPEi� � - �ENH,4NGED P�41(ING GOLOR TBD - > P,4TTERN ,4ND � 51 DEW,4LK GOLOR TBD US FOUNDARY SQU�4RE TREE GR,4TE � rn MODEL #USF 9515-5 � LIVE OAK QUERGUS VIR6INIANA 3 Lp 3" GALIPE � � TYPIGAL IN P�4YING q vi N 5 EA ,r.✓ VITEX/VITEX ANGUS GHASTUS � (2" GALIPEW � Q � b EA m RB RED BUD/GERGIS GANADEN515 ' FOREST PANSY' C� �` `� w (2" GALIPE� � � / ITALIAN GYPRE55/ � 13 EA � GUPRESSUS SEMPERVIRENS � 30 GALLO U �� I5 EA TEXAS SAGE/LEUGOPHYLLUM FRUTESGENS m ("1 GALLON) � a � aSOPT LEAF YUGGA/ � b EA O YUGGA REGURVIFOLIA W w (5 GALLOw � W I 3 E� � 30 GALLONGAVE ATTENUATA � N w O � TEXAS SOTOL/ � 26 EA � DASYLIRION TEXANUM � m (5 GALLON) rC � � U GULF MUHLY GRA55/ � 25 EA MUHLENBERGIA GAPILLARIS 'REGAL MIST' '� (I 6ALLON,PLANTS SPAGED 30" O.GJ L / 400 EA � MEXIGAN FEATFfER GRA55/STIPA TENNUISSIMA � � (I GALLON,PLANTS SPAGED IS" O.GJ L � � 19,350 SF � GOMMON BERMUDA 6RA55 SOLID SOD N INIMUM 1005K GOVERA6E � � 20 EA PINK SKULLGAP/SGUTELLARIA SUFFRUTESGENS � p +� I GALLON,PLANTS SPAGED IS" O.G. � -o PROJECT a� L ° B AR012 � � � � � SHEET �Q �� L1 of2 00 — L � LANDSCAPE NOTES� STUDI I. � TREE PERMIT IS REQUIRED FOR ALL REM01/�L OF �LL TREES, PROTEGTED PLANT LIST `} k � � [; � �' �t L� l I' �ND UNPROTEGTED. 2. PL�NT M�tTERI�L SHALL BE MEASURED �ND SIZED AGGORDING TO THE LATEST Studia 13 Qesign Group, P�.�..c. EDITION OF THE TEX,45 NURSERY � L,4NDSG�PE ,4550G1,4TION (TNL,4) SYM BOL COM M ON/BOTAN I CAL N AM E SI ZE SPACI N G QU AN TI TY REM ARKS �8fi 44`.htain tiii�et SPEG I F I G�4TI ONS, GRADES AND ST,4ND�4RD5. Lewisuillc,1-cxas 750�7 �36'3-635-I4llp 3. ?►LL PL,4NT SUBSTITUTIONS �4RE SUBJEGT TO TOWN OF WESTL�KE �4PPR01/�4L ,4ND MUST BE SPEGIFIED ON THE �4PPROVED L�4NDSG�4PE PL,4N. 7[3:1f_Firr��-BRli-1� 4. GROUND GOVERS USED I N L I EU OF TURF GRa55 MUST PROV I DE GOMPLETE G01/ERAGE WITHIN ONE (I) YEAR OF PL�4NTING ,4ND MAINT,41N ADEQU,4TE G01/ERAGE �5 APPROVED BY THE TOWN OF WE5TLaKE. LE LAGEB,4RK ELM / ULMUS P,4R1/IFOL1�4 3" GALIPER AS SHOWN � b' MINIMUM SPREAD; MINIMUM 12' HEIGHT; FULL ROUNDED 5. TREES MUST BE PLANTED FOUR FEET (4') OR GRE�4TER FROM GURBS, HEAD 6' M I N I MUM BRANGH I NG HE I GHT; NURSERY GROWN, 51 DEWALKS, UTI L I TY L I NES, SGREEN I NG WALLS AND/OR OTHER STRUGTURES. THE GO GH I NQUAPI N OAK / QUERGUS MUEHLENBERG I I 3" GAL I PER AS SHOWN 3 6' M I N I MUM SPREAD; M I N I MUM I 2' HE I GHT; FULL ROUNDED TOWN OF Y�STL�4KE HAS FIN�4L ,4PP�OV,4L FOR ,4LL TREE PLAGEMENTS. HEAD 6' MINIMUM BRANGHING HEIGHT; NURSERY GROWN, THESE DOCUMENTS ARE 6. TREE PITS SHALL H�4VE ROUGHENED SIDES �4ND BE TWO TO THREE TIMES LO LIVE 0�4K / QUERGUS VIRGINI?�NA 3" GALIPER AS SHOWN 4 6' MINIMUM SPREAD; MINIMUM 12' HEIGHT; FULL ROUNDED FOR INTERIM REVIEW W I DER THAN THE ROOT BALL OF THE TREE I N ORDER TO F�4G I L I T�4TE HE,4LTHY ONLY AND NOT INTENDED ROOT GROWTH. HE?�D 6' MINIMUM BRANGHING HEIGHT; NURSERY GROWN, FOR CONSTRUCTION OR �. TREES SH�4LL NOT BE PLANTED DEEPER TH,4N THE BASE OF THE "T�ZIJNK \/ 1/ITEX / \/ITEX �NGUS GH�STUS 2" G�LIPER AS SHOWN 5 6' MINIMUM SPREAD; MINIMUM 12' HEIGHT; FULL ROUNDED BIDDING PURPOSES. FLARE". HE?�D 6' MINIMUM BRANGHING HEIGHT; NURSERY GROWN, 8. THE TREE P I T SH,4LL BE B,4GKF I LLED W I TH N,4TI VE TOPSO I L FREE OF ROGK RB RED BUD / GERG I S G�Nfi�DEN515 'FOREST PANSY' 2" G�L I PER AS SHOWN 6 5' M I N I MUM SPREAD; M I N I MUM q-10' HE I GHT; TREE FORM; AND OTHER DEBRIS. FULL HE�4D NURSERY GROWN Submittal 11-2-2020 q. BURLAP, TWINE ,4ND WIRE BASKETS SH,4LL BE LOOSENED ,4ND PULLED B,4GK IT,4L1,4N GYPRESS / GUPRESSUS SEMPEI?VIRENS 30 G�LLON AS SHOWN 13 FULL PLANTS FROM THE TRIJNK OF TREE ,45 MUGH ,45 POSSIBLE. 10. TREES SH,4LL NOT BE W,4TERED TO EXGE55 TH,4T RESULTS IN SOIL SATURATION. IF SOIL BEGOMES 5,4TUR,4TED, THE W�4TERING SGHEDULE SHALL TEXAS SAGE / LEUGOPHYLLUM FRUTESGENS � G�4LLON AS SHOWN IS FULL PLANTS BE ADJUSTED TO ALLOW FOR DR,41N,4GE ,4ND �4BSORPTION OF THE EXGESS w'a`,�R' SOFT LE�F YUGGP� / YUGGA REGURI/IFOLI� 5 GALLON AS SHOWN 6 FULL PLANTS II. �4 3 LAYER OF MULGH SHALL BE PROVIDED AROUND THE BASE OF THE PLANTED TREE. THE MULGH SHALL BE PULLED B,4GK 4" FROM THE TRUNK OF THE TREE. AGA\/E / AGA1/E ATTENUATA 30 GALLON AS SHOWN 3 FULL PLANTS � 12. NO PERSON(5) OR ENTI TY MAY USE I MPROPER OR MAL I G I OUS MA I NTENANGE OR a PRUN I NG TEGHN I QUES WH I GH WOULD L I KELY LEAD TO THE DEATH OF THE TREE. TEXAS SOTOL / DASYL I RI ON TEXANUM 5 GALLON AS SHOWN 260 FULL PLANTS �, I MPROPER OR MAL I G I OUS TEGHN I QUES I NGLUDE, BUT ARE NOT L I M I TED TO, N TOPPING OR OTHER UNSYMMETRIGAL TRIMMING OF TREES, TRIMMING TREES "� WITH A BAGKHOE, OR USE OF FIRE OR POISON TO GAUSE THE DEATH OF A MEXIGAN FEATHER GR�455 / STIPA TENNUISSIMA I G�LLON IS" O.G. 400 FULL PLANTS � TREE. 0 13. ALL BEDS TO HA1/E 3" OF GOMPOSTED SOIL, LI\(ING EARTH TEGHNOLOGY, OR GULF MUHLY GR�455 / I G�LLON 30" O.G. 25 FULL PLANTS Bar is one inch on original � APPROYED EQUAL TO A DEPTH OF 8" MINIMUM. MUHLENBERGI� G�PILLP�RIS 'REG�L MIST' drawing. If not one inch on this � 14. ALL PLANT BEDS SHALL BE TOP-DRESSED WITH A MINIMUM OF 3 INGHES OF sheet, adjust scale as necessary. M HARDWOOD OR OTHER MULGH. PINK SKULLGAP / SGUTELLARIA SUFFRUTESGENS I G�LLON 30" O.G. 20 FULL PLANTS I I � I5. TREES 01/ERHANGING WALKS AND PARKING SHALL HAYE A MINIMUM GLEAR One Inch � TRUNK HE I GHT OF � FEET. TREES O\/ERHANG I NG PUBL I G STREET PA1/EMENT o DRIYE AISLES AND FIRE LANES SHALL HAVE A MINIMUM GLEAR TRUNK HEIGHT GOMMON BERMUDA GRA55 SOLID SOD SOLID SOD SQ. FT. 19,350 1009� GOVERAGE o OF 14 FEET. � I6. A 1�ISIBILITY TRIANGLE MUST BE PROYIDED AT ALL INTERSEGTIONS. SHRUBS � ARE NOT TO EXGEED 30 I NGHES I N HE I GHT. TREES SHALL HAYE A M I N I MUM � � GLEAR TRUNK HEIGHT OF � FEET AT TIME OF PLANTING. � I�. TREES PLANTED ON A SLOPE SHALL HA1/E THE 50I L STA I N AT THE A1/ERAGE ~J � GRADE OF SLOPE. � � T I8. NO SHRUBS SHALL BE PERMITTED WITHIN AREAS LE55 THAN 3 FEET IN WIDTH. � � � ALL BEDS LE55 THAN 3 FEET IN WIDTH SHALL BE GRASS, GROUNDGOYER OR � � SOME TYPE OF F I XED PAYI NG. r_, � � I q. THE OWNER, TENANT, AND/OR THE I R AGENTS, I F ANY, SHALL BE JOI NTLY AND w o SE1/ER,4LLY RESPON51 BLE FOR THE MA I NTENANGE, ESTABL I SHMENT, AND rT1 a PERMANENGE OF PLANT MATERIAL. ALL LANDSGAPING SHALL BE MAINTAINED ^ � I N A NEAT AND ORDERLY MANNER AT ALL TI MES. TH I S SHALL I NGLUDE, BUT NOT � � LIMITED TO, MOWING, EDGING, PRUNING, FERTILIZING, WATERING, AND OTHER AGTIYITIES NEGESSARY FOR THE MAINTENANGE OF LANDSGAPED AREAS. � � � p 20. ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY AND GROWING � •� � � GONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. PLANT U O MATERI AL THAT I S DAMAGED, DESTROYED, OR REM01/ED SHALL BE REPLAGED N WITH PL?�NT MATERIAL OF SIMILAR SIZE AND VARIETY WITHIN 30 DAYS UNLE55 Q Q � OTHERWISE APPRO\/ED IN WRITING BY THE TOWN OF WESTL�4KE. � M � 21. L,4NDSGAPE AND OPEN AREAS SHALL BE KEPT FREE OFF TRASH, L I TTER AND � � I�-�-�I WEEDS. ' c� � Q 22. AN AUTOMATIG IRRIGATION SYSTEM SHALL BE PRO\/IDED TO IRRIGATE ALL � � � � LANDSGAPE AREAS. O\/ERSPRAY ON STREETS AND WALKS IS PROHIBITED. A � PERM I T FROM THE BU I LD I NG I NSPEGTI ON DEPARTMENT I S REQU I RED FOR EAGH \ / �T� � � � o IRRIGATION SYSTEM. ^ � F-�-I � � � M 23. NO PLANT MATERIAL SHALL BE ALLOWED TO ENGROAGH ON RIGHT-OF-WAY, � � F+�I � � r�i� SIDEWALKS OR EASEMENTS TO THE EXTENT THAT THE YISION OR ROUTE OF � � � � TRA\/EL FOR \/EH I GULAR, PEDESTRI AN, OR BI GYGLE TRAFF I G I S I MPEDED. 6ENER,qL NpTES; � 24. NO PLANTING AREAS SHALL EXGEED 3:1 SLOPE. 3' HORIZONTAL TO I' I. ST�,BILIZE SOIL BELOW ROOT B?,LL � � � 1/ERTIGAL. �— PRIO�Z TO PL?�NTING TO PRE�/ENT � � 25. EARTHEN BERMS SHALL NOT INGLUDE GONSTRUGTION DEBRIS. GONTRAGTOR �� TREE FROM SETTLING. � � MUST GORREGT SLIPPAGE OR DAMAGE TO THE SMOOTH FINISH GRADE OF THE �, � 2. TOP OF ROOTBf4LL SHALL I" TO 2" n � v BERM PRIOR TO AGGEPTANGE. ?�BO\(E FINISHED GR?�DE. h"� � 26. ALL WALKWAYS SHALL MEET A.D.A. AND T.A.S. REQUIREMENTS. � 3. ?,LL WIRE ROPE f4ND SYNTHETIG � � � 2�. GONTAGT TOWN OF Y�STL�4KE5 PLANNING DEPARTMENT AT FOR LANDSGAPE D M?�TERIA�LS SH?,LL BE REMO�/ED � INSPEGTION. NOTE LANDSGAPE INSTALLP�TION MUST GOMPLY WITH APPR01/ED F GOMPLETELY FROM ROOTBALL AND � a°, LANDSGAPE PLANS PRIOR FINAL AGGEPTANGE BY THE TOWN OF Y�5TL�4KE REMOVE TOP I/3 OF BURLP�P J AND/OR OBTAINING A GERTIFIGATE OF OGGUPANGY. G 4. PL?�NTING PITS SH�4LL BE SQUf4RE, �..� �, 28. FINAL INSPEGTION AND APPRO\/AL OF SGREENING WALLS, IRRIGATION AND �' SIDES OF PITS SHf4LL BE m LANDSGAPE IS SUB.lEGT TO ALL PUBLIG UTILITIES, INGLUDING BUT NOT LIMITED B THOROUGHLY SGARIFIED/ROUGHENED -° TO MANHOLES, 1/AL1/E5, WATER METERS, GLEANOUTS AND OTHER TAPER PL�NTING BED DOWN a� FINISH TO ELIMIN?�TE FLARED ?�S SHOWN IN � APPURTENANGES, TO BE ,4GGESSIBLE, ADJUSTED TO GRADE AND TO THE TOWN GR/�DE TO TOP OF EDGING E TYPIGAL DETAIL � OF Y�STLP�KE'S PUBL I G WORKS DEPARTMENT STANDARDS. MULGH LAYER AS SPEG I F I ED '��--r—� � 3 2q. PRIOR TO GALLING FOR A LANDSG?�PE INSPEGTION, GONTRAGTOR IS - °"I � q � RESPONSIBLE FOR MARKING ALL MANHOLES, \/AL1/E5, WATER METERS, I - � GLEANOUTS AND OTHER UTI L I TY APPURTENANGES W I TH FLAGG I NG FOR F I ELD � �A/ � ��`" �� `�� VA/\/� GONSTRUGTION NOTES: cv 1/ERI F I GATI ON BY THE PUBL I G WORKS DEPARTMENT. �� PLANT I NG M I X - �/ „� � �;,��' „� / /. � Mf�X. I DOWN AS SPEGIFIED _A��A��A ; ; ��A��A� �• TREE � �> �„> �„> , � Q A��AA��AA' �� > ��> � �� .�A �A � SOIL ?�MENDMENTS IN m _ �� / j / B. LOOSEN Nf4TIVE BAGKFILL (NO � /\/\/� � GONTR?�GT) � BEND�4 BOARD EDG I NG AS SPEG I F I ED _— , G. WA�TER RETENTION B,451N o PL?�STIG EDGING STf�KES � 3'-O" O.G. M�X. WITH D. 3" DEPTH MULGH �45 SPEGIFIED / � PL?�TED DEGK SGREWS FOR ATTAGHMENT, E. FINISH GRADE � LOGf�TE ON PL�NTING SIDE OF EDGE � , F. 2 I/2 DRYW,4LL SGREW U O m � I � (�UN XI N�I S X �4�' GROSS MEMBER � � 3 TYPICAL BED EDGING DETAIL H - � , � I - ��NTRE�TEn ��MBER�. ��: ° ° NOT TO SGALE GROSS MEMBERS TO BE w LE� ORIENTED PARALLEL TO w ORN?�MENTAL F � NORTH / SOUTH BEARING /�ND � GR?�SS SH/�LL BE PROPORTIONAL IN rzj � 3" MULGH ?�S REMOVE P�LL LABELS � ��''� � �' SECTION LENGTH TO ROOT B?�LL (4' w MIN). � NOTE: TOP OF ROOT SP G D SHRUB (TYPIG,4L) �,,, � � ° + + + + H. 2" X 2" X 4' ST?�KE WITH IS" � o � BALL TO BE LEVEL r �� GROUNDGO�IER (TYPIGf�L) W Q � ' � �"rc WATER RETENTION m WITH ADJ,4GENT � � ,� „ SEE PL,4N J MIN. TAPEi� (UNTREA�TED � / �� BASIN (2 HT.) �� "' `" �� LUMBER) 0.�, �, FINISHED GRADE. � �� ' 3 MULGH (a5 SPEGIFIED) �� c�,.� +' y SLOPE MULGH FfZOM W�LK � � V � �,z�� ,�� FINISH GRADE � � � � �� I. REMOVE TOP I/3 OF BURLP�P °' d'��'�'°` OR GURB EDGE TO I" �� '� v � 'o y2 ROOT —7 � + �- + + �- SURROUND I NG ROOTB�LL � B,4LL DIA. , , , „1 J„ ABOVE W�LK OR GURB �` � � G �_ �,,o ao � v � o AFTER INST,4LL,4TION (TO G D D PREVENT WIGKING OF � � _ Y2 ROOT BALL D I/�. � � � _ _ / / �� j // MO I STURE) X. D I MENS I ON � I � _ i � � EG2U/�L TO Y Y. DIMENSION � , X X � E�ISTINC�PA�YIAIG , m � �� + + -� + �� / OR C�RB � / D EQU�4L TO X / � � _ I _ � J. ROOTBALL SHf�LL BE PLAGED - ON UND I STURBED NAT11/E 50I L. � o PLA�NTING MIX A�S SPEGIFIED X � _I I I I � , ' I � I PL,4NTI NG SO I L M I XTURE (60�5 + + + + + EXIST. SOIL LESS ROGK � REMOVE GONT�INER ?�ND �' ROOT BP�LL DEBRIS & 40� ORGANIG PRUNE ?�NY GIRGLING ROOT PLAN VIEW PROJECT v MATTER MIXED TOGETHER) TRI?�NGULP�RLY SP?�GE ALL GROUND BARO 10 j GOVERS. D = GROUNDGO\(ER OR SHRUB � � 1 POCKET PLANTING ORNAMENTAL GRASS DETAIL 2 SHRUB AND GROUNDCOVER PLANTING DETAIL SP?�GING ?�S NOTED. 4 TREE PLANTING sHEET ca L6 NOT TO SGALE L6 NOT TO SG?�LE LE� NOT TO SG,4LE �� L2 of 2 00 — L 05 � � zOzO � .� . �� , . _ J �' �' � � � . , . , , , � . , � , .� , DEI/ELO�I��EIVTI�L�I/V�IDJUSTI��EIVTS BLOCI�� 1 1 I "__ '� �� ___ ---- _-_-'. ' _ �-� ! 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' _ _. . . . . . _ _ . _ a. . _ . ,�� ' �a�h•_ � - . ....�aevw�:-'.. w� . - - � w :C - ��`;.... _ . - `� 'x! a- � - _ - _ _ r�� - .� . . _ ,.�" . � � � :• ��. ,:� _ _ '--,-�' � :t. ,S^�_ . .�" _ .�' �_�� . .- �r . .. � '�� e '.�� 2� w c �,� - , , ' 7 � � •.,_'�;�'�' � `'=,A � '� ,� � � �.��t _� � � I� �A � E�' _ �,� � 4�� " � �l.i►.7i i ' .�'"�---.� _ ra�� - _ - ,.__: - _ '�`s � •c r� . _` _ •: , . - ' . . . •r _ �- -< - . . : .r - �^ �.-.c� '�a�3a•� �[.. � - �� . - ' . � ' -- _. : . . ,. - . ., . . . . . . � � _ � _ ..._.�.. �._• ` . . . � - .� r . � ._ � . 1 1 V�LTA DE REI ARER SUMMARY STA�„wY„a 1. [14} HQTEL ROOMS, TQTAL HQTEL SF =20,992 SF - ---_- -- - _ _ � �- �' A. 4,498 SF PER FLO�R, FL��RS 1-4 `� - - - -=� - - -- ;/�� , B. 3,D�D 5F, FLDaR 5 � -�� __ � ; ', '� 2. [16}VAULTS, TQTAL 5F= 118,fi89 SF __ �--�- -- � _ - - _ - . � A. VAULT INTERIDR AREA= 101,195 5F � --1�-� -- _ __ i�� I, '� �; B. VAULT PARKING AREA= 17,494 5F _-_ oR~ -- -- - _ ~� ANp - Rp - �_ --- -� 3. RESTAURANT 1 JAZZ CLUB T�TAL 5F = 1T,46T SF -- -- --- A. RESTAURANT= 11,876 SF ��. -. �' � -- � ' B. JAZZ CLUB - 5,591 SF �-'-' - ` ��'�-_ _ - � �' � tl 31 4. RETAIL TOTAL SF =41,718 SF 5. QFFICE TQTAL SF = 77,09T SF � _ h '� ��y_ �::� ' 6. MECHANICAL!PARKING TOTAL 5F = 723,752 SF f �'� \, .� 1 , � - — A. SURFA�E PARKIN� _ �1,762 SF � �� y � � , ---_ B. B1 SUBSLIRFACE PARKING = 75,374 SF ' •� \� - 3 ,' �� , F ' __ -- � C. MARKETIBAKERY PARKING [x2}- 26,Q16 5F 1 `�` , �` � ' ,� ; �� ' � , � 1 ` _ 1 I ;?c.: .`` � . .. . � ;' 1` 3a � � -___ T�TAL ENCLOSED SF {L'1 +L2+ g�1 + B2+ g3+ HOTELy= 339,115 SF \\\ i\ � `• � „ ;:, __ �~� � ��:'.;`�' � ` � � � � \- ,i9� . \� 3' ��. �� l' -- � � � - �9 - � � , _ - � ��` � ��; �� =:�_. � � . T .� , � � r� �� ., _ _ _� l r �� 36 -� _� .- ��, .� ,o ��}�� ` , ., "'� p —� � �� " , '� � ��,,,a .� - '" _ _ � _ � �i ' ` `� �l a ' � ' �g ~ � ��:.,,.� � + � =" .� ` �� 72 �Y. . , � y�` ! Y �� _ �, ;�� +f i.: . �r..�..:' �t� , .20 33-._ -Vt � _ - 5� 1� . � �� ' � . � ..�p. \ ' ^9 �� .:1� � � . i5 � � .`•!C` �i _-y_ - _ �_ r � F�\ `�'� :;� •• 3p �}'� I , �`\ � � :�� . . .l � i. s � � _ i'..za 5 .� '.:._.� � . . .` �� ... _�-_—� � _' � ��,� �m'+�� ` � . �' . r '� � � 25 - - _ � SLOCf(O � . ., f� �� \\� � � I� . �;i � _ . . �� ,� � � - � � 21 � \.i7e� � . •2fi J �� . �. 12�. .74 3�� - � 22. ,� \\ ` �J �,A' # ` � ■ 28� � � _� ' - - .� . l � - ` . - � � nv . � 1 -— � ;�; � �' �r %.- --�~_� � • . . � �; ��. -----_ . 25 � `✓ � � �� d .� v'; - _ _ J� �� 2�: '! �■ l� /� �� 'gl. - � i . i6i �� . :23. 2r. � .3� � ; $ �;^i I `L��_" �. � f . .. . . � .. � � : ;� � - - - ��' , � �� a. r i � � y.�'"�'f i - 7, � P� , � - , . -- _ ' � r .% ti � 7. - .,��_ - __ _ ��-�;�, -�--_ , �: i. J-.�-.. �.-M �i��+"¶^:_,..i 'y-- . .�. .� ' ?2 / -�l ..•- . ..:i�:.ii�:: .. �'�''_ . i� U+��a �� 4 �:�F-.�` •�.. .2Y; ` �+�` �r !Vq ._ '_�'� - _ - - - __�- -~�� .� - � _ _- / �� ---- -- -__� �-` N GfRONA --- �-1_ . f. � -�._�- �_--- - - � �� -- - � �� 1 I�:, a ¢ �1 �, : , I '•. �.'r � — T- � � .. ' :'1 _ __ � -. _ _ _ . ._ . _ _ _ . . . . - . - a. ' - . ,�� ' „a�y_ �� .. 'y _ 7, a� .�.- �_. .i>: .� .�s ....�aev.�_ - _ - � ' �. . ' • ��.' . .�' _ . .3�� '.`• ,rf� _ �-,-f � ' :t� .:�-. _.� ' _ . .� - t+ - � . ^ _ . . ' ' � � - �-`�� ! `'y� � "�� : � � . � -�z� � � � _ - �- .� �us�-a . _ ;�._ _ - � - - .,�. _ - _ ��s � _ }_ t ar� • -r �� _ " .� . _. .�y ` •: ' _ ' _ . . _. _ . . . . _ . .�. . .. h^ . ._ • . �S � �.-.c� a �3a•� . �[.. � � - �� .. - . . � . _. : � . ,. - . , . ' ' 11�la�-- . _ � ..._.�.. �._• . - . � r 1 1 V�LTA DE REI ARER SUMMARY 1. [14} HQTEL ROOMS, TQTAL HQTEL SF =20,992 SF ,;�-- `'�� A. 4,498 SF PER FLO�R, FL��RS 1-4 ' �, , B. 3,D�D 5F, FLDaR 5 ' '� 2. [16}VAULTS, TQTAL 5F= 118,fi89 SF ' ! � A. VAULT INTERIDR AREA= 101,195 5F r �-0�D' 43-''� � � �I �' B. VAULT PARKING AREA= 17,494 5F y - 69'�r- , � . 38'•2" '_ � 3. RESTAURANT 1 JAZZ CLUB T�TAL 5F = 1T,46T SF , , A. RESTAURANT= 11,876 SF - 8a�-r- B. JAZZ CLUB = 5,591 SF ---�_-- �+ 1. ,'� j� ` 42•.r• 4. RETAIL TOTAL SF =41,718 SF �-,. � ` � 5. QFFICE TQTAL SF = 77,09T SF � � � , _ �+ ` � as'•�. 6. MECHANICAL!PARKING TOTAL 5F = 723,752 SF ¢. j - A. SURFA�E PARKIN� — �1,762 SF m ` . ' � � B. B1 SUBSLIRFACE PARKING = 75,374 SF '�. M MDTEL � � Z f f C. MARKETIBAKERY PARKING [x2}= 26,Q16 5F , -'� `" �?��sF `'�• ' � I ; � � �_ / 3� � �l `q9 . �7 l � 'Sg�: � � � .� _ ;[ •.! " . T�TAL ENCLOSED SF {L'1 +L2+ g�1 + B2+ g3+ HOTELy= 339,115 SF � ` - _ . - - . h� ' l y _ . \ � 'e�. �..-s ti� BALCOitifY 3 � � . � . �._L f T\ , a55SF: �� ,- ;. �` � 1 i r''d�� . �` � \'ti _- / �y,.�� . ` r '��, � �:,Ii'� / � `�;L, ��'� � � � - - - A.t.:�=�';,:� � r�hO . . ..��; �c�� . j..� � � --- _ = I' --- ---_ -'�Y. .�r � �. / �� MECH ,J.�� _ � OFFICE 3 s .b, �dp y�� . I�•: �. `� •.� 4407 SF �7. h9,0O I. . . +': ' f OPEN� . . Q �. . � . f ,. _ � , ^�9. p . A�P�' � 6ELOW �,.� .�p, �h�� • f � .. _. � 5 �I 'S,•��.. � ` �t L� o �. //// \ _----- �: . l ✓ � . . � � �� ----. . . ' \:i' `� '�� '�. � " �� l�� • BAiCONY 4 �O." �`�. � � �J� � 9SSSF � �:.. i �' BALGONY2 . �ti ✓r f� � ,�.. ir � ! . . \ �• 465 SF c .� �,' \ � p i.• �� `•.� '/ r pFF iC E 2 �� /i� � 637G SF BALCOiJY4�� • '��"� 375 SF �� MEGH i r �' �- ' :.•� . ��+ • �FFICE4 �� CQ��f7��i��❑ -� A..� ��• a S215F � �:� h�, ` O, . � .�,dd�� /ry��'� BALCUNY 1 .:'� � � BA[.CPPJY 2 � . �! �„��r = � TAIFUEL� f �,: 4d15F � &4LCDNY 3 � iF�,R•�, • , 3�'•. . BALCONY 4 . %�. �5-r � � .�,;,ti� I�'HQ7EL �6S• � '�: ,•� OFFiCE 1 i o �,_f . � OFFICE 1 F� �� OFFiCE 2 � i . i _ � .��••-�--'-J, . 4670SF . � ' OFFICE4 � I' � �` � , . . R�STAiJRA1+1T �:�' v __ I ' �\ RETAIL 4 I - - -.-. ,_ �, - .. STAiR -RETAiLB � '�' ?� .STAIR � N- 528 5� � � • .. �S7AIRIE�EV / � — � 1�A9 � 527�-T. ...—_ ;�o,_s,.. a2�-�• z��-�• . , 59,�„ 7 i i � — T- � � .. ' :'1 _ __ � -. _ _ _ . ._ . _ _ _ . . . . - . - a. ' - . ,�� ' „a�y_ �� .. 'y _ 7, a� .�- �_. .i>: .� .�s ....�aev.�_ - _ - � - •�. . , _ - .. .. _ . .3�� '.`• ,rf� _ �-,-f � ' :C� .:�-• _ _ .- ' =..3 �'�t:• t+ - � • • _ . . ' ' ' . _ � �� `"�� N� 4�� ` �u►.CJ�� ' � � _ �tr _ ..� � � � _.,�. _ � - _ ' ��s ..:� ` r_ _ - _- . ° [ . •r_ _ . " _. • . _r »w .r - . _ �^ . � � �.-.c� '�a '3a•� . �[.. � - . �_� ... - . ' . � ' -- "' ' . ,. - ._ _., . . . . 11�la�__ . . . _ � _ ..._.�.. �._•-` . . . � - . .� r . -- � . 1 1 V�LTA DE REI AREA SUMMARY � . ' 37'.q. . 1�1'•5" � __56:�. ,� ,, 1. [14} HQTEL ROOMS, TQTAL HQTEL SF =20,992 SF _. �4..a; -*- . _ ,; �-- � A. 4,498 SF PER FLO�R, FL��RS 1-4 -...�aa�.,�. I �' �� B. 3,D�D 5F, FLDaR 5 � - '� 2. [16}VAULTS, TQTAL 5F= 118,fi89 SF ' - ' � 4 _' J I'\ \ / A. VAULT INTERIDR AREA= 101 195 5F :;: : ��-�:' � \ / � I B. VAULT PARKING AREA= 17,494 5F N' - �"'� ��.,'__ - �,._�, �as,o �--� 3. RESTAURANT 1 JAZZ CLUB T�TAL 5F = 1T,46T SF q � MECH � � f - . , - ,8.-�„ A. RESTAURANT= 11,876 SF � 'l1925F , =� � 3z, B. JAZZ CLUB = 5,591 SF � �' 31��p °�� . n, � 30'.p.� 4. RETAIL TOTAL SF =41,71$ SF ti pi�MF'STER I EN�TRA GE -� + �a•.Q� * 5. QFFICE TQTAL SF = 77,09T SF ti 615SF , S � BELOW 6. MECHANICAL 1 PARKING TOTAL 5F = 723,752 SF ` ti _� � � f A. SURFA�E PARKIN� _ �1,762 SF �' ' -. HOTEL :'i .� . �' VALET A � . `�.9 '' j B. B1 SUBSLIRFACE PARKING = 75,374 SF ;�`. � �`�- - A ++QTE� ,� �9 C. MARKETIBAKERY PARKING [x2}= 26,Q16 5F ;%� �.• � , :�� aRooMs 4AXII�Al11�9} �': � i? _ . �;. . T�TAL ENCLOSED SF {L�1 t L2 t 69 t B2 t 63 t HOTEL�= 339 115 SF ��• '$. � ARTISANBRI�G rAiR MARKE7�BAKERY � '�-� °n , � ird \ 1B72SF agSS T �140�F i27445F , a r � f 12 . .YR ` , f� . a .-Y . �a;7.,•" o� ,•. �o, / �� s.: ,y � � �° �. , '� � f � � � MEGH � �•;, �a� � RETAlL] �y �pA�ti'� COURTYARd 3 . ftETAlL 8 � ' 989SF � SURFACEPARKliJG• _ :. 45495F O�� 5077 SF 9295F �� ~—~ � 2]�762 SF � � `��d" �'�i.._ • - i i �� . , p..., � PLIBLIC AftT � . . �tiO • 9. � �.�s •:•y�.5�� L6CATION • � , , . .. �' � � � � . �� . �,��'� ��ae .�I„ � . 3 rF .` �� . . ___4�_ �, • 3._ rp. � . •.� . � . . - � � •STAIR� ��-T �.v . ."f-,. .. 2g• BaLLAR05 A��SJG REAR EOGE OF �?a `�� " p � : ' . - FiEST '�•.4'-g,.'• . -4• � ��q]0 • j - --y � PARKING Af?EAS TO SEPAI2ATE - �Pcs�' � . �'�.�y, � 6� � ' . 865 5� . --� . 38'.t- 7 P£flESTRIANTRAFF[C ��4 ,`�cU�' , � ...�° � COUfiTYAR02 � ' .. }9a��..- ' 397• �.Y.� � 80345F RCST PATI9 I- •�I ��. � +: . . . � � ,� . . . r 47•_�, .I � - 15365F L�._`.. 12 � .�� ~ Pl16LIC AFtT � � � oA `" �, \ �. LOCATIQN WAYFiNQING + a''A ti�?g � � �°y^' �'� �.� �` .• ��T�N ARTESANHRIOGE SMALL .. ��. RETAIL 2 ��. �'s`,ry�, . - � MEET FIJLL CLEARANCE RETAIL S j��,�ti� � 8927 SF -� �,.• . � . - \.��` � , �:�� RERUIREMENTS PER Tp4VN X.,w.;/ 4 • �� / ��35�'� � 274 SF � - � �. DF WESTLAKE FIRE MARSHAL, �K • . f � � �� MECH . . � �� M4NIMUM 24'W x iV'H EA SIOE STAIR • 5 . �� . . . �•.� 98 SF � 9�'� �\ � 323 SF � � � •�:�:�:,�12 A: �� . • � ti � . ry°. � t: PbTENTIAL ',.\ . . � , � . . O.� �. r,P� . CROSSWALFC LdCAF10N MECH ��.,� +'�� FIRE 57AIR 3 � � � MECH �32 SF � • r .� ,�`�' . " PUSLIC ART �36 SF • • EL�V � 121 SF � \. ,,-�� /` '�� , . �'',�d � LOCATION ' � i325F � _ Y s'' � ,1,y.. . . � •...� a . � R.. .. � � $5": WAYFIN�IMG ' ■ x' Gdl1R7YAf2�1 � SIGNAGE � � �rvsneo�r�r�ix ' ��•� 16955 SF � ` ' . � LDCATIOFI . ��.� ' RETAIL 3 ELEV . STAIR � �� . " � ��,. - . �� 449Z SF 143 SF. � • '�255 SF �� a . .. .� � ...�}�:.. RETAiI 5 � . :� ��,L 1693 SF 1� � �. � RETAIL 4 � .. � � ■ � . � .\� dA.� ++�� f'-I. �� 2d975F • e . . ' '� �' , f+ � ��' , rMeCH ` ` , COLflR LEGENd I i STAIR2 - — -' - . � y, �r�_ STAIR � 1395F S�• �` PRlVATEVAt1LT ARTISAMSI;Ii}GE f3�51 PAFIU � ��}.�� !�� , � B�5 S� � zSTAIR 3y� ElV7RANCE 6ELOW _ CpURTYARP 1 1YETAIL 1 � �-- �.` �... . .` . i- - �. _ ,-. -- . --�— -- _ . GOURTYAR�2 RE7AI�2 J �� - - - -- - . �� . Ai�'f� .. COURTYARD 3 RETAIL 3 -- � ��Ag .. �� UMP5TER RETqIL 4 �-- I �. . . �-�� f�,�� '� L :ELEV RE7AIL 5 � � �� ' C'FIRE STAIFE 3 RETAIL S � -GAR.4GE ENTRANCE � - . �/ � � 6ELbW � � �I HOtEL ftETAIL 8 // �_ MARf(ET 1�AKCRY STAIR . �' I__ htECH SURFACE PARIiING �7F'�" 20.0" 27.1.. 88'-6' S'-11' 39'-SO" 25'$" 17'A' � . I. REST r � r r — r . + . .�. 241'-5` 3'-6"�� r r � — T- � � .. ' :'1 _ __ � -. _ _ _ . ._ . _ _ _ . . . . - . - a. ' - . ,�� ' „a�y_ �� .. 'y _ 7, a� .�- �_. .i>: .� .�s ....�aev.�_ - _ - � - •�. . , _ - .. .. _ . .3�� '.`• ,rf� _ �-,-f � ' :C� .:�-• _ _ .- ' =..3 �'�t:• t+ - � • • _ . . ' ' ' . _ � � ;� �� - �L1S�� ' � � �t� _ .., � � � �;�: _ � - _ . ��s � ` i ,��_" � .- �� ..:.'�.. � -...._. . _ . :}'-. ri � -� • . - - � . •r- - . • - - �-�.' -. -< . : .r - �^ � �.-.c� .� �a�_3b . �[.. � - �� . - ' � ' -- _' : . ,. - . ., . . . 11�la� . . . _ � _ ..._.�.. �._• . . . � - .� r . � ._ • . 1 1 VaLTA ❑E REI PARKING REQUIREMENT SUMMARY 1. H�7EL= 1 F�R EACH GUEST RO�M x 14 R�DMS = 14 - 2. OFFICE = 1 SPACE PER 3a0 SF = 17,097 I 30�= 57[SHARE�WITH RESTAURANT} r-._. ' � �,`\� 3. RETAIL = 1 SPACE PER 2a0 5F=41,7181 2�4= 2D9 � � -. ,,'�,/�� ` 4. RESTAURAiV7= 1 SPACE PER 1Q0 SF= 12,260 I 100= 123{SHARED WITH OFFICF} `, `�� 5. VAULTS =2 SPACES PER VAULT x 16 VAULTS = 32 I '� � TDTAL PARKING SPACES= 435{EST. 50 SHARED SPACES} �3 14 ,� , �'� `\ � j� '� �5 t \�---�/ VOLTA ❑E REI PARKING PR�VI�E❑ SUMMARY ��'��Y��+?�+�� - -� ►� I+llfi�+��;',t��,+,i�;;r 2: � 6 3, R �++ 1. MARKETIBAKERY GARAGE,TOTAL SPACES= 74 " � � 2. SURFACE AREA PARKING, T�TAL SPACES = 62 ' � '' ^ �' z a � 3. VALET PARKING, TOTAL SPACES = 40 � is ��°" 16 15 �� 5 8 � s 9 4. B1 PAF2KING GARAGE= 15T r io - �a 16 a ' T0 >> i2 5. VAULT PARKING= 66 17 3�:p, �g M1� o '3 14 �y �s TOTAL PARItING SPACES PROVIQED= 399 9 ,�'� _ ��a 18 ' �� '` ry: " �a T9 �� a �y, P' x ��' c. MARHE716AKERY PA�KING 21 22 � 20 � 1T 19 .�. ,�,ro� 15 STAIR gi �3 24 K 322 5F �ST + � 13008 SF r 1p 14 17 B 21 z0 r � 3a:p„ �.. j3 a 385 F j 1 � 9 29 1$ + 3 5 22 a ELEV ;�. • 4 5 6 4 � Z3 � •.2g. : g 22 . `Y�. - 12��: 39 1�25F � � MEC � S 9 �ry^ t� �" � �-t: 330 S F �� 11 3 2d . � 23 � r� 10 �. � MECN MECH RETAIL �� !3 R 2 �� . 6 24 � . �� 455F 1335F 7��SF 2&25� i� . MECH � � 9 ?2 ��_f' 743 SF �qTT� � 26 . 2�- 25 ry 8 . 15 ap`4(p 7,7 � �-.6^2& � 23 . � . 7 ia F�' a�"�� a 3 27 . 26 f � 13 p�gCL..n�C�. "� � 28 ,ro� 6 25 r --- --- . '� . � `S � ` ' � �g • RESTAl1FtANT . , 29 55A 3 5 F 4 . � 11 2 25 PAR4(ING 3� 27 �� 3 2d �t 75374 SF �c h� 3 28 �� //�I � � r �� 2 �';.. ' � ..-�J (4 9 '1 23 ~ o• �. 29 �3,� r..� �---�f � � 5 22 1 ryP, � 1 30 ....._- � 4 8 p .- � .� 7 r . � 21 . ' � 18 � �1. ^'y� MECH � . 2 O SR ryP s 7 2p � 3 17 � 5 R ?v,93 5F MEC31 8 ' d 76 � `� � . 5 99 q', 9S SF 9 5 15 ,ti� s � � .` • 4 i8 6 $ ty.- 3 10 17 t4 i ? 1 4� _. . . 2 11 qs . 7 13 � ' 2 3 � ELEV f� 1 � . 12 15 � � $ 12 � `��,� � £LEV 1155F , r 13 14 r g 11 � � � 13i SF STAIR � ` _ �. q STAtR 2U7 SF _ "-� _ _ = �� _ 39 �' 3 � • • 221 SF �� -_ 28 VALET SPACE5 •� �� - r, �: 2 � s: � �.• 1 - �L - � _' '_ �_" . . , � �L STAIR — - ..a..... ..W�...��.. .».��..�., 542 SF , MECM � � � � ,�� 7175F . 1, . . _ + r _ . ,f�: --- -- _ __- .-��---- —= --__-_-_-. _ - ___ �/ f -__ _- -_ �-� �� . ;' � � — T- � � .. ' :'1 _ __ � -. _ _ _ . ._ . _ _ _ . . . . - . - a. ' - . ,�� ' „a�y_ �� .. 'y _ 7t� r� ' ' ,.�_ � .i�: .� ....�aev.�_ - _ - � _ �. . . ._ _ .. �� ,r�� '.`• � ,.� _ �--;-: � ' . .s . `��. �' - - � - - s � � - � • ' _ . _� - , ., - � � - ; "� �� "��'��' f'-*� � �4�� - 3 • ,� r� _. . - � - -� �Ll►S�� . " ��=� ':1. '� � ..�- - _ ��s: � r_ _ - '- . . }._ t rn r. • -. . : _r _h� .r - . _ �^ . .��- _ .� .� ��. �.-.c� '�a�3a•� �[.. � - �� . . - . . . � . _. : . . . 11�la�__ . . . _ � _ ..._.�.. � . . . � - . .� r . -- � . 1 1 V�LTA DE REI ARER SUMMARY 1. [14} HQTEL ROOMS, TQTAL HQTEL SF =20,992 SF ,. ,;�-- `'�� A. 4,498 SF PER FLO�R, FL��RS 1-4 ".� / �' �, , B. 3,D�D 5F, FLDaR 5 �`� ', '� 2. [16}VAULTS, TQTAL 5F= 118,fi89 SF ,�A` � A. VAULT INTERIDR AREA= 101,195 5F - � � �I �' B. VAULT PARKING AREA= 17,494 5F , �+ �� --� 3. RESTAURANT 1 JAZZ CLUB T�TAL 5F = 1T,46T SF - i� 93'.�• A. RESTAURANT= 11,876 SF J � - B. JAZZ CLUB = 5,591 SF .� �ti� J n�.o, 4. RETAIL TOTAL SF =41,71$ SF �. ? � � a2�_r_ 5. QFFICE TQTAL$F = 77,09T SF o$y. " ti +r 8,3•.�: 6. MECHANICAL!PARKING TOTAL 5F = 723,752 SF � SERVICECORRIOOR81 � . A. SURFA�E PARKIN� _ �1,762 SF �855F ' . ` MEGFIB7-pl `\ ' ` �'-a° B. B1 SIJBSIJRFACE PAF2KING = 75,374 SF i�so sF � �- ' '`� . 38•.�•. C. MARKETIBAKERY PARKING [x2}= 26,Q16 5F M�C5325R !� s 32.°" 2q�•3„ . • , . � � 2y'_g" r T�TAL ENCLOSED SF {L'1 +L2+ g�1 + B2+ g3+ HOTELy= 339,115 SF ' VAl1LT 16 PRIVRTE LDUNGE + � asza sF ssQ sF , , r , �� . � f � -16�_0�� . ��:;i�' ' VAIJLT 45 � ' � �. � �� 4824 SF -�d'-fl" STAIR MARKE716AISERY GARAGE �' � .16'�0• . ; •� . ` �� s , 2425F --�• n � 62 �4� ,� �,�.-� ' r � � VEST s , � 32743 SF ��10� '�� 5065F .. . VAULT 1f • � � � �� 4844 SF ' ��C�ti., ARTISAId '�. E� -� � � f' y`"c.� '� .� BRIOGE d � 7 5 S�fORA / y� -t 6�-u'� �14'-U" ABOVE 365 SF ! �� M605FZ � .�'.,f .... ELEV.4 - ftEFAIL .y^7.Ai �3�. f / 4� 148 SF 738 SF � f f / VALLT i3 +� / �f 484d SF .5d.-p.. . r :'� � � .. -16'.p" r . • i . ,� -�Q'-��,� STAkR 4 �r /� VAiJLT 92 ,' 49045F 14, �„ qro^ RESTALIRANT i ,�+' � ' r, 56685F • /��., lG� G- � ` 6.3� ;, , "� ��p .' ;' �nu�r ii �� ,a n / / 48445F .16•-[]• ■ B2PARKING � . / �, . r 574945F _ � -� � _ VRl]�T 16 � ' � � � �� 5220 SF . �� ' ,� FIRE 57AIl2 1 P � . 323 SF � 1 -"�-� MECH ct _��. �.. 93 SF � EGEv.h � �'..._ �' C4LOR LEGENO •.`� 132 SF � � pry � � 4 � �..� � I� �� STAIR 62 PARICING I 57�RAGE I ��•.. ' �14. �.. 2295F � �' ELEV � :VALETPARI(IHGST '•�� . � �. � -.. p'Y � � y . STAIR � 323 SF �.._,ELEV.1 'VAULT 9 HALLWAY `.� 2455F t � I_�FLEV d 'VAsJL7 4a 357 5 F � �� . ` � �� ELEV � �.�FIRE STAI�1 'VAUI.T 11 " .. 133 SF �I HALLWqY __;VALILT 12 �- • ��. MARK[T 16AKERY GARAGE$2 � �VAU4T 13 � L1�_�.. 14,�I]„ . . ..__ .MECFI . .:VAlJL7 id VALILT 9 r � � 6RAG � MECN 81-07 !VALlLT 45 � 8622 SF 31$ MECH SERVICE �__ ;VAULT tfi �MECH.2 VE5T � ,,,��..��.��... � 3 ❑N 33 SF _.PRlVATE LOLNGE � � � � � - �- - . FiE5TAl1RANT . .SERV.CbRRI00R � � � � • -- _ RETAIL ��ti� 397 SF -- — -- - _- _ . -- -_. ----- ---- -- .. �� I I SERV.CORRIOOR --- .. ._ �- _�- -----`-��--- �SERVICE CQRRi00R B1 . _ - �_ _ . � �,STAIR � — T- � � .. ' :'1 _ __ � -. _ _ _ . ._ . _ _ _ . . . . - . - a. ' - . ,�� ' „a�y_ �� .. 'y _ 7, a� ,.� �� i>: .� .�s ....�aev.�_ - _ - � - '�. . _ a�� ,r�'°�� . '.`• ,r� _ �-,-f � ' :t� . . ��. � - s . � � . - � - - , ., - ' - � . � � �.. ��"��'��' f'-*� � . �4�� - 3 � ,-. r"` • . - � _ . . �u►.CJ�� . '� ��=� ':�,. � � .+� - _ ��s ...� � r_ _ - '- . . }._ t rn r. • -. . : . -r �h_ � _ �., . .��- _ .� .� ��. �.-.c� '�a�3a•� �[.. � - �� . . - . . . � . . _. : � . . . 11�la�__ . . . _ � _ ..._.�.. � . . � - . .� r . -- � . 1 1 V�LTA DE REI ARER SUMMARY � �� -- 1. [14} HQTEL ROOMS, TQTAL HQTEL SF =20,992 SF �,�� ,;�-- " � \ A. 4,498 SF PER FLO�R, FL��RS 1-4 � I �' �� B. 3,D�D 5F, FLDaR 5 i ' ss_s.. I ' � 2. [16}VAULTS, TQTAL 5F= 118,fi89 SF � • A. VAULT INTERIDR AREA= 101,195 5F � � B. VAULT PARKING AREA= 17,494 5F \\� � ' � � �—' 3. RESTAURANT 1 JAZZ CLUB T�TAL 5F = 1T,46T SF �. A. RESTAURANT= 11,876 SF y:' ' B. JAZZ CLUB = 5,591 SF �o°� , 4. RETAIL TOTAL SF =41,718 SF 5. QFFICE TQTAL SF = 77,09T SF 6. MECHANICAL!PARKING TOTAL 5F = 723��rJ2.�F MECH 2�as s� A. SURFA�E PARKIN� _ �1,762 SF , B. B1 SUBSLIRFACE PARKING = 75,374 SF PRiVATE LOIJNGE � VAULT 8 877 SF C. MARKETIBAKERY PARKING [x2}= 26,Q16 5F as2asF ��;,. - T�TAL ENCLOSED SF {L�1 t L2 t 69 t B2 t 63 t HOTEL�= 339�115 SF �� 4� 0�9�32 � �Au�T� 4 a8za sF i SERVICE C�RRfOQR B2 `� 5340 SF -41'-0 19132" V� �i 5; �q� 10 i � VAIJLT 6 �� 4844 SF i � � -44'.0 19132•' �\ MECH 2 � � 170 5F VAULT 7 4Sa4 SF . -A7'-0 19132" � PARi{ING S3 r '� 25154 5F VAl1LT4 JAZZ CL116 490A SF 5591 SF -41'-9 i�'32' 1 VAiJL�f 3 48d4 SF �1'-�19r32" STAIR 01 ` � 4 2&1 SF ',� VAIJLT� MECH 3 COLOR LEGEND MECH 1 ' '� � 52205F_ c 935F '�. __ � 47'-(]1.3132.. 95 SF + � � ELEL'� VAULT 1 STAfR 3 • ELEV 3 VAkJLT 2 � � r� Up -- 2fl4 SF ■ � ■_ EL�V 3 HAL�WAY VAULT 3 �P tt3 SF 3A2Z CLl7B VA[JLT d 57AIR 2 HALLW AY � i k I 233 SF MECH .VALILT 6 359 SF � -- � -'-— -"- MECH 1 . VAULT 7 • - ELEV 2 • MECH 2 . I VAVL7 8 SERV.CpRRiDOR 73S SF MECH 3 407 SF -41'-0 19132" � � �,� VALILT 1 PARKIiUG B3 5517 SF � �F21VA7E�QUNGC ! � I � SERV.C�RFt1DOR � ''3! MECH 2 SERVICE CnRR[OOR E32 92&SF STAIR 01 57AIR 2 STAIR 3 STAlR 03 � — T- � � .. 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ROSES ST - ELEVATION CLAY TILE ROOF SYSTEM - `�'� '� 3164"=1'-0" CAST STONE ROOF TFtIM - ANODIZED ALUM WINODW FFtAME \ ��;; STONE VENEER PER EN7RADA �� '� �ESIGN GUIDELWES � f ��✓ � � „_ '�t�^��' `� CAST STONE ` � PARAP - + � ��"� 7� i ' j. 'r� - '� , �� "J� � - � �� {_�� i T '_ ��y �,�'- �.. � II ' � . I i��,�r:��L�+'�;E,31�I lw..� _ r _ LEVEL L5 �.,, �...,_� - 't' 56'-0,� ..l �' L -� �-� L�, '�`.p,�- � � ,�RUSTIC WROU,GHT IRON STONE VENEER PER I �,': � r �' /". 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' �r�� lli � � �, �`� .�� I ° ��NiR�� I �� f J� �i �f (�'� ,�� 11I :; ` -- � �� .�� r -�� .�_..._� �..� '•�� ..._ ��r�.�+�,� �� _ .'. r.« �:- , . . ...+.�f1��fl�i. . �'� .,� ^� `�- � 'F� �� ..�' �� ,::� � �� i , I�■ � � i�� .!1 ..%�r. �r� �: ; � � ��I�r r^�...,: t _ '�A ■ ,•-• ��Y+/ /� � � - '- ■ p -+i y�+ � r. � , ��i ` I 1 �I!` �f�_� �'��— n �� - � -R � � • i I � Ig � f1 EI � � E _.; �_ 1 �� li II I � � � _ � `` .� 0.iA r � � r-s .!# IiA �ll i ' ' ' u .' �� !7f111�i111��% � . . ; .�1� � � � �r ; ,A� ;, ■� �[ f�� - � " �� ' �,� ' �� - - �� ` --� �ri� u�au� ��lt �u ��__,iiiit�u:r ��r Ii�II�� '_ ��'��" �� 1 �� '� � i ,�� '�i ,� �e �� I � � ��...� fiM �� ,� t. � �f�l� - ��... . _ � � i� - � � � �,`��Yll�i� 4 Y � I� I ' �} f �� ,.� r� � ;i� � �� +!��"'�-- - �- -�� ; �i�� -- ``� � .�.� ". �� . �.- - - . . . . . , . . �_ - _ : -:� - -- �k:, _ - - _ i- -• "'•- '�� ,�� :Y: ; y -- - . �. �. i • :y �' - - ''-� 'r - r �Y� '•� � - �..� s. � � ';.i:F. .C.-.Y � - �:�a hl; _ ,.� ? a;. . � „"'. . - -- . • :. . . ,: _ . , . .... .. ...,. ,. _ . , . .. ._ ,. . _, �.,, ... .. , .. .r.., ' ' .. A _, L � ..�... . ..� -•r, rs ■Z - - �''��>. '. ��.` f E' " - _ . . •. . : . . � �� Y ... _ . . ... . . . - -��.: . � _'__�..riL . ,?. _�. i1.N ... ��` ''��Y .. _ �.+u21�'��r_ TOWN OF WESTLAKE ORDINANCE NO. 909 AN ORDINANCE OF THE TOWN OF WESTLAKE,TEXAS APPROVING A PLANNED DEVELOPMENT DISTRICT (PD) SITE PLAN FOR AN APPROXIMATELY 2.83- ACRE PORTION OF PLANNED DEVELOPMENT DISTRICT 1, PLANNING AREA 2 (PD1-2), 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. PROVIDING A PENALTY; PROVIDING A CUMULATIVE CLAUSE; PROVIDING A SEVERABILITY CLAUSE; PROVIDING A SAVINGS CLAUSE; AUTHORIZING PUBLICATION; AND ESTABLISHING AN EFFECTIVE DATE. WHEREAS, the Town of Westlake, Texas is a general law municipality; and WHEREAS, the Town Council of the Town of Westlake finds it necessary for the public health, safety and welfare that development occur in a controlled and orderly manner; and WHEREAS, On Apri122, 2013 the Town Council approved Ordinance 703 establishing the Zoning for Planned Development 1, Planning Area 2 (PD1-2), also known as Entrada; and WHEREAS, On October 28, 2013 the Town Council approved Ordinance 720 establishing the Development Plan for Entrada; and WHEREAS,following provision of proper legal notice,including written notice to owners within 200 feet of the subject property, published notice and posted notice in accordance with the Texas Open Meetings Act of public hearing, a public hearing was held on May 18, 2020, by the Town Council; and WHEREAS, upon the recommendation of the Planning and Zoning Commission on May 11, 2020, the Town Council of the Town of Westlake, Texas is of the opinion that it is in the best interests of the Town and its citizens that this PD Site Plan, depicted in "Exhibit A", should be approved and adopted. NOW,THEREFORE,BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS: SECTION 1: That all matters stated in the preamble are found to be true and correct and are incorporated herein as if copied in their entirety. SECTION 2: That the Town Council of the Town of Westlake, Texas does hereby approve the PD Site Plan shown as attached "Exhibit A" and located in PD 1-2 which is an approximately 85-acre tract located south of Hvvy 114, east of Davis Boulevard, and north of Solana Boulevard. The PD Site Plan shown on attached Exhibit A is approved subject to the following conditions: Ordinance 909 Page 1 of 4 a) The site plan approved by this ordinance shall be consistent with the attached"Exhibit A". b) All Entrada development regulations and agreements be adhered to at all times. c) The Entrada development plan shall be amended to reflect the approved site plan. d) The developer (Voltaderei LLC) and the Town shall enter into a separate development agreement that, at a minimum, addresses the following, which shall also be included as conditions in the approving site plan ordinance: 1. This construction shall be a multi-phase construction that allows for occupancy at 5 different stages. (1)Private Club, (2) Restaurant & Jazz Club (3) Retail Stores & Offices, (4) Hotel and(5) Market/Bakery; 2. No Certificate of Occupancy shall be issued for an individual stage of construction, out of the 5 overall stages of construction planned for Entrada Block P, until the final inspection for everything constructed under an individual stage is fully passed; 3. Prior to the issuance of a building permit for any individual stage, out of the 5 overall stages of construction planned for Entrada Block P, Voltaderei LLC shall provide a detailed construction schedule for that individual stage of construction; 4. Other than for a force majeure scenario, Voltaderei LLC shall continuously make every reasonable attempt to minimize any delays adversely impacting its construction schedule; 5. Prior to the issuance of a building permit for any individual stage out of the 5 overall stages of construction planned for Entrada Block P, Voltaderei LLC shall provide an outdoor lighting plan that is approved by the Town Manager or designee(s) before the issuance of a building permit authorizing vertical construction; 6. Voltaderei LLC agrees that a minimum of 75% of the GFA of the air conditioned portions of the site buildings, (not including any portions of site buildings that are located fully underground), shall contain sales-tax generating uses, as defined by the State of Texas Comptroller, and as authorized by the approved zoning for the site. e) The Private Sporting Club areas as depicted on this PD Site Plan shall receive separate Town Council approval of a Specific Use Permit per the provisions of Ordinance 703 as amended. � All provisions of all applicable Town ardinances including Ordinance 703, 720 and 760 shall remain in full force and effect, except where amended herein. SECTION 3: It is hereby declared to be the intention of the Town Council of the Town of Westlake, Texas,that sections,paragraphs, clauses and phrases of this Ordinance are severable, and if any phrase,clause, sentence,paragraph or section of this Ordinance shall be declared legally Ordinance 909 Page 2 of 4 invalid or unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such legal invalidity or unconstitutionality shall not affect any of the remaining phrases, clauses, sentences, paragraphs or sections of this Ordinance since the same would have been enacted by the Town Council of the Town of Westlake without the incorporation in this Ordinance of any such legally invalid or unconstitutional,phrase, sentence,paragraph or section. SECTION 4: That this Ordinance shall be cumulative of all other Town Ordinances and all other provisions of other Ordinances adopted by the Town which are inconsistent with the terms or provisions of this Ordinance are hereby repealed. SECTION 5: Any person, firm or corporation violating any of the provisions or terms of this ordinance shall be subject to the same penalty as provided for in the Code of Ordinances of the Town of Westlake, and upon conviction shall be punishable by a fine not to exceed the sum of Two Thousand Dollars($2,000.00)for each offense. Each day that a violation is permitted to exist shall constitute a separate offense. SECTION 6: This ordinance shall take effect immediately from and after its passage as the law in such case provides. PASSED AND APPROVED ON THIS 18TH DAY OF MAY 2020. ATTEST: Laura Wheat, Mayor Todd Wood, Town Secretary Amanda DeGan, Town Manager APPROVED AS TO FORM: L. Stanton Lowry, Town Attorney Ordinance 909 Page 3 of 4 EXHIBITS EXHIBIT A Block P PD Site Plan Ordinance 909 Page 4 of 4 WESTLAKE TOWN COUNCIL T H E T 0 W N U F TYPE OF ACTION W E S T L A K E Regular Meeting - Action Item Monday, May 18, 2020 ToPIC: Conduct a public hearing and consider an ardinance approving a Specific Use Permit (SUP) to allow for a Private Sporting Club to be located an approximately 2.31-acre portion of Block P, Westlake Entrada, located between Girona Drive and Roses Drive. STAFF CONTACT: Ron Ruthven, Planning and Development Director Strategic Alignment � � � � � . � . . , : ' • � � High Quality Planning, Design & Planned/Responsible Citizen, Student& Development-We are a desirable well preserve Desirability Development Stakeholder Planned, high-quality communiry that &Quality of Life is distinguished by exemplary design standards. � Outside the Scope of Identified Strategic Initiatives Time Line - Start Date: May 11, 2020 Completion Date: May 18, 2020 Funding Amount: N/A Status - N/A Source -N/A Contract: No Forms: N/A EXECUTIVE SUMMARY (INCLUDING APPLICABLE ORCANIZATIONAL HISTORY) According to the application, Centurion American (Property Owner: MRW Investors LLC) is requesting a Specific Use Permit (SUP) to allow a Private Sporting Club as part of the Block P development as depicted on the Block P site plan (agenda item#6). The application states that the use would include a "private club with 16 underground concrete tactical vault condos. Access is limited to 16 members or guests accompanied by member. Each of the tactical vault condos has 1 private gun range". Page 1 of 3 According to the proposed site plan, the Private Sporting Club would include 16 underground vaults with 8 units on each level and each unit individually served by private,underground parking. Each vault can include an approximately 60' x 35' gun range, bathroom, and other flex space wherein the final finish-out would be determined by each member. L;�,J ��.J L,�.� �M 7 L,�,.�� L..:7 L,.�7 ¢� p r41 VAULT 1 SECTION \_J ' �.._-E.,.E —�..___�.F_ " - ,.nr._�r__�e � _�oa:_ _e' � _.E_,... . . .. F,.u.; � \"=i .,.��.,.,:��.�� VAULT FLOOR PLAN 1 `3J ,��: PLANNING AND ZONING COMMISSION RECOMMENDATION The Planning and Zoning Commission voted to recommend approval of this item on May 11, 2020 by a(5-0) vote subject to the staff recommendations as described below. STAFF RECOMMENDATIONS Should the Town Council choose to approve the item, staff recommends the following conditions be included: 1. Other than a directional sign(s), there shall be no on-premises signage advertising the Private Sporting Club. 2. Each of the potentially 16 individual gun ranges operating within the Private Sporting Club shall not present a nuisance and/or threat to the health and safety of the public per the Town of Westlake regulations. Any determination of non-compliance from the Town of Westlake, that is not resolved by the Private Sporting Club within 15 days, can be grounds for the Town of Westlake temporarily suspending this SUP for an individual gun range until the determination of non-compliance is considered resolved per the Town of Westlake. 3. Each of the potentially 16 individual gun ranges operating within the Private Sporting Club shall comply with all Federal and State regulations and laws pertaining to a gun range. Any determination of non-compliance,from any Federal or State agency charged with enforcing those same Federal or State regulations and laws, that is not resolved by the Private Sporting Club within 120 days, can be grounds for temporarily suspending this SUP for an individual gun range until the determination of non-compliance is considered resolved per the same Federal or State agency that initially issued the determination of non-compliance for an individual gun range. Page 2 of 3 4. This SUP shall revoke and expire if Voltaderei LLC does not construct the Private Sporting Club and instead finishes the complete development of Block P without the Private Sporting Club or does not purchase Block P within one year of the approval of this SUP. ALTERNATIVE COUNCIL ACTIONS The Town Council has the following options when considering this item: • Approve as submitted • Approve with modifications or additional condition(s) • Approve with staff recommendations • Any combination of the above • Table or Continue the agenda item to a specific date with clarification of intent and purpose • Denial ATTACHMENTS 1. Application 2. Select Pages from Block P Site Plan 3. Proposed Ordinance Page 3 of 3 ��,c�� y � � � SPECIFIC USE PERMIT APPLICATiON t � � ra � � er ��'� Planning and De�e[opment Department s . ' . Upon completion of a pre-application conference with town stc�ff, application is due na later#han 12:�Opm on the application submitta! deadline.All required fees,forms and supporting documenis are due at the tirne of application subr3-iitta{. In�amplete applicratians andlor application submitted without a prior pre-apptication conference wilf not be accepted. All applicatior�s shall not be considered filed, and administratively camp�ete, until town staff,including the Developmen#Review Cornmittee (DRC), determines that the application meets all requirements of applicable town regulations and/or all �RC comments have been addressed.Appiications will not be scheduled for consfcferation by the Planning and Zoning Commission and the Tawn Council until alE comments have been addressed and required items submitted. Therefore, meeting consideration dates on the Deve�a�ment�e�ie5;v Ca�eo��c�r are merely shown as guidelines and are subject to change for any given application pending the filing date and determination of administrati�e completeness by town staff for said application. Any de�eEopment related application,incfuding any revisinns responsive#o staff comrnents,shafl NOT be occepted at the front counter. Application and revisions wi{I only be accepteci through a pre_ scheduled appaintment with ❑ pertinent member of Town develo�ment review sta#f. The purpose of �he appoin�ment requiremer�t is to ens�re all requireci items are included andlor addressed prior to acceptance 6y the Town. + s r � s r • ' Applicants must submit the following information in order for the application to be deemed compEete and accepted. An application rr�issir�g any af the items below will be considered incomplete and cannot be processed until the missing items are provided.Al] information must be submitted following�he speci�ications listed in the De�e�o�n�er�t S�r��nittal Guidelir�es document. e ❑ r -Application Meeting Held—Qate: Planner: Q� plica#ion fees (check made paya�ie to Town of Westloke} S� One li"x17" hard copy drawing PDF set of drawings ..._._.. p,_.-:- ,,,f._.. ,._,.....: ._s,,. . .,. ,, . _ .a . _ _. ,. .. _ -. � I omplete AppGcation and Applicant Enformed On: Applica#ion Com�lete and Accepted On: r - � Project Name: �3�f`�' N �; � �� r t'_�'''':�';;.,/'�� -�,� ,� �7 n �� .� �,�, Case Number. SUP- t � ��j -� '�� Submittal Date: � ry k� � � �� Fees_ ;`� ^�. ��;�, Received By: ,�,!�� ' �'�� t.. v °-_= � 15QQ Solana �Ivd,8ldg.7, Ste 7200 � Westlake,TX 76�6� �817.430.0941 � ww4v.tirvestlake-�-�x.orc� Emcril: i,�n�stlak�-tx.orc� SPECIFIC USE PERMIT APPLICATI�N 7 N i F p '& li il i' ��'.�`�� Planning and Development Department � - • s a ` . • - ��o;e�t A��re�s: 94 Girona, 91 Andorra, 74 Aragon P�r�e� �os: 4240�421 , 42400439, 42400447' General Location: Block P - SEC of Davis and SH 114 s�bd�„�S�o� NamQ: En�rada ��tcs�: 1 ,2,3 B�Q�k�sa: P s��e,, Nam�i57: Wm H Pea A�S�rp�cs7: 1246 T�a�cs�: MultiplE ��rre��zan�ng: PD-1 �2} Tota� A��e5: 2.239 acres Current Land Use: VaCant Proposed Land Use: MIX@C�—USe ' - � . . - . - ;? � { v,/11�`d=r L. L� �'� �,-�i �7� [ � ��J�fn-G�>��"�� C:.�'�,'`r,��' ��?crt-�_ � i�� t � C v d'.'.�,�' s - �'�CG c=SS (S C.�,-�--� �Z�`� y� ��- �'�-,/j�rr,S /1 ,` � `� `•�,7�4=�7 G!r [��.r G!l� �vi%J i S /�-CC� ^-�' ;�`7 ,.•'1.,..(��'-i,��U�� r �%��=�' r �/��jG �' i�` t e'v( [ c ti J�i:S �'�I:7 � L'✓C� lj 6,'/�-� �`� � • • a � ^ ^ .� • - • � • comP�nv: Centur�on Amer�can cont��t: Jack Dawson Ada�ess: 1 S00 Valley View Lane Suite 300 c�ty, State, z�P: Farmers Branch TX 75234 ��Q��: jack@cen#urionan Pno�,e: 469-446-3543 � - a v . Company: M R V V �n�/eSt��S LLCi con�a�= Jack Dawson aaarEss: 18pp Val�ey View Lane Suite 300 c��,, State, z��: Farmers Branch TX 75234 E�,a��: jack@centurionarr Pha�e: 469-446-3543 1500 5olana Blvd, Bldg. 7,Ste 7200 � Westlake,TX 76262 � 817.430A941 � v,�w�n1.�n�esticke-tix.or�a Email: � lannin 4�w�siiake-tx.or 2 ��'� SPECIFIC USE PERMIT APPLICATION 1N [ 1@9Y OF W ESTLAKE Planning and Development Department � - . . . . � . - . I hereby authorize the person designated below,to act in the capacity as my a9entforthe application, processing and the representation of this request. The designated agent shall be the principal contad person with the Town of Westlake (and vice versa) in processing and responding to requirements, information requests or other issues relative to this request. PROPERTY OWNER Printed Nome: MRW If1VeStOrS, LLC c/o Mehrdad Moayedi Signature: �� Date: 2�2�-0�-27 APPLICANT Pr��ted Name: Centurion American c/o Jack Dawson , �Signature: � _�� Date: ZOZ ��-27 DESIGNATED AGENT P��ted Name: Bush Architects c/o Ralph Bush Signature: Date: 2�2�-Q 1-27 P�oPe�ada�e55: Westlake Entrada c�ri, state,z�P: Westlake TX 76202 Ema��: ralph@busharchitects.design Pno�e: 469-857-3151 1500 Solana Blvd, Bldg. 7, Ste 7200 � Westlake,TX 76262 � 817.430.0941 � vdw N��estlake-tx.oru Email: pianningnw^st4ake-tx ora 3 TOWN OF WESTLAKE ORDINANCE NO. 910 AN ORDINANCE OF THE TOWN OF WESTLAKE, TEXAS APPROVING A SPECIFIC USE PERMIT (SUP) TO ALLOW A PRIVATE SPORTING CLUB ON AN APPROXIMATELY 2.31-ACRE PORTION OF BLOCK P AND BEING A PORTION OF PLANNED DEVELOPMENT DISTRICT 1, PLANNING AREA 2 (PD1-2), ESTABLISHED BY ORDINANCE 703 FOR THE PROPERTY GENERALLY LOCATED ON THE SOUTH SIDE OF HWY 114, EAST OF DAVIS,AND NORTH OF SOLANA BOULEVARD, COMMONLY KNOWN AS WESTLAKE ENTRADA. PROVIDING A PENALTY; PROVIDING A CUMULATIVE CLAUSE; PROVIDING A SEVERABILITY CLAUSE; PROVIDING A SAVINGS CLAUSE; AUTHORIZING PUBLICATION; AND ESTABLISHING AN EFFECTIVE DATE. WHEREAS,the Town of Westlake, Texas is a general law municipality; and WHEREAS, the Town Council of the Town of Westlake finds it necessary far the public health, safety and welfare that development occur in a controlled and orderly manner; and WHEREAS, On April 22, 2013 the Town Council approved Ordinance 703 establishing the Zoning for Planned Development 1, Planning Area 2 (PD1-2), also known as Entrada; and WHEREAS, On October 28, 2013 the Town Council approved Ordinance 720 establishing the Development Plan for Entrada; and WHEREAS, following provision of proper legal notice, including written notice to owners within 200 feet of the subject property,published notice and posted notice in accordance with the Texas Open Meetings Act of public hearing, a public hearing was held on May 18, 2020, by the Town Council; and WHEREAS, upon the recommendation of the Planning and Zoning Commission on May 11, 2020, the Town Council of the Town of Westlake, Texas is of the opinion that it is in the best interests of the Town and its citizens that this SUP, for the property depicted in "Exhibit A", should be approved and adopted. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS: SECTION L• That all matters stated in the preamble are found to be true and correct and are incorporated herein as if copied in their entirety. Ordinance 910 Page 1 of 5 SECTION 2: That the Town Council of the Town of Westlake, Texas does hereby approve a Specific Use Permit (SUP) for a Private Sporting Club for the property depicted in the attached "Exhibit A" and "Exhibit B" and located in PD 1-2 which is an approximately 85-acre tract located south of Hwy ll4, east of Davis Boulevard, and north of Solana Boulevard. The SUP is approved subject to the following conditions: (a) Other than a directional sign(s), there shall be no on-premises signage advertising the Private Sporting Club. (b) Each of the potentially 16 individual gun ranges operating within the Private Sporting Club shall not present a nuisance and/or threat to the health and safety of the public per the Town of Westlake regulations. Any determination of non-compliance from the Town of Westlake, that is not resolved by the Private Sporting Club within 15 days, can be grounds for the Town of Westlake temporarily suspending this SUP for an individual gun range until the determination of non-compliance is considered resolved per the Town of Westlake. (c) Each of the potentially 16 individual gun ranges operating within the Private Sporting Club shall comply with all Federal and State regulations and laws pertaining to a gun range. Any determination of non-compliance,from any Federal or State agency charged with enforcing those same Federal ar State regulations and laws, that is not resolved by the Private Sporting Club within 120 days, can be grounds for temporarily suspending this SUP for an individual gun range until the determination of non-compliance is considered resolved per the same Federal or State agency that initially issued the determination of non-compliance for an individual gun range. (d) This SUP shall revoke and expire if the developer (Voltaderei LLC) does not construct the Private Sporting Club and instead finishes the complete development of Block P without the Private Sporting Club or does not purchase Block P within one year of the approval of this SUP. (e) The layout, design and location of the Private Sporting Club shall be consistent with Exhibit "B". SECTION 3: It is hereby declared to be the intention of the Town Council of the Town of Westlake, Texas, that sections, paragraphs, clauses and phrases of this Ordinance are severable, and if any phrase, clause, sentence, paragraph or section of this Ordinance shall be declared legally invalid or unconstitutional by the valid judgment ar 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. Ordinance 910 Page 2 of 5 SECTION 4: That this Ordinance shall be cumulative of all other Town Ordinances and all other provisions of other Ordinances adopted by the Town which are inconsistent with the terms or provisions of this Ordinance are hereby repealed. SECTION 5: Any person, firm or corporation violating any of the provisions or terms of this ordinance shall be subj ect to the same penalty as provided for in the Code of Ordinances of the Town of Westlake, and upon conviction shall be punishable by a fine not to exceed the sum of Two Thousand Dollars ($2,000.00) for each offense. Each day that a violation is permitted to exist shall constitute a separate offense. SECTION 6: This ordinance shall take effect immediately from and after its passage as the law in such case provides. PASSED AND APPROVED ON THIS 18TH DAY OF MAY 2020. ATTEST: Laura Wheat, Mayor Todd Wood, Town Secretary Amanda DeGan, Town Manager APPROVED AS TO FORM: L. Stanton Lowry, Town Attorney Ordinance 910 Page 3 of 5 EXHIBITS EXHIBIT A Subject Property Exhibit EXHIBIT B Block P Site Plan Exhibit Ordinance 910 Page 4 of 5 EXHIBIT "A" - Subject Property Exhibit sr,��,y�W hk � ,i � �j =g � ./, � ,�.. _ A � ,/ �_ - �( ' / �,. ' PaPpO� -- :- .�;" , �P ,-,, O � � �� ' _ �= � �'�V � - _ �, , � i� _� , , `:� O�� Q,RONq r - ' i � �� — I B - Subject Property / � M �' 2.31 Acres l �f ` � ' N i� li < �. � : � � Ordinance 910 Page 5 of 5 AREAS LEVEL B1 AREAS LEVEL B1 u S Name Area Name Area ARCH ITECTS B2 PARKING 17494 SF MECH. 2 160 SF ELEV 131 SF PARKING 75374 SF 4700WESTGROVEDRIVE,STE200 ADDISON,TX 75001 ELEV 123 SF PRIVATE LOUNGE 950 SF PHONE469-857-3151 ELEV 131 SF RESTAURANT 5668 SF �OBUSHARCHITECTS,LLC-2020 ELEV 115 SF RESTAURANT 5543 SF ELEV 112 SF RETAIL 738 SF ELEV. 1 132 SF RETAIL 716 SF ELEV. 4 108 SF SERV. CORRIDOR 397 SF FIRE STAIR 1 323 SF SERVICE CORRIDOR B1 5485 SF HALLWAY 357 SF STAIR 229 SF MARKET / BAKERY GARAGE 12743 SF STAIR 245 SF N B2 STAIR 242 SF N MARKET/BAKERY PARKING 13008 SF STAIR 270 SF � B1 ~ STAIR 542 SF X MECH 93 SF STAIR 221 SF � � MECH 133 SF STAIR 207 SF � MECH 143 SF STAIR 262 SF w MECH 95 SF a � STAIR 322 SF Q MECH 117 SF STAIR 266 SF � � MECH 93 SF STORAGE 315 SF � � MECH 330 SF STORAGE ' 365 SF � m O W MECH 133 SF VALET PARKING B1 7678 SF � �j MECH 45 SF VAULT 9 6622 SF J J U � MECH 151 SF VAULT 10 5220 SF � MECH 48 SF VAULT 11 4844 SF � J MECH B1-01 1750 SF VAULT 12 4904 SF Q � m MECH SERVICE 532 SF VAULT 13 4844 SF � � � ��°` VAULT 14 4844 SF � � � VAULT 15 4824 SF Q VAULT 16 4824 SF J � � 93-_6„ VEST 506 SF Z °� VEST 365 SF W � � 196432 SF � 77�_�„ � _ _ 421'_T� � � - 83, � _ �o� .,l, \ ---- �, SERVICE CORRIDOR B1 � , -_-- ` � �_ 5485 SF � MECH 61-01 ,.: , _ 44'-0�� w 1750 S F �, .. \. 38'-0^ � .��: M'ECH SERV , `��, 32-_p., 532 SF '. �� _ . . 24'_3" �� r1 - � :i - - VAULT 16 � , 2g�_g„ - PRIVATE LOUNG�. ��` '�� 4824 SF 950 SF ,. � r ^��%l 1�II � ++I �` �r" -16'-0,. `� ., f f�, � f' ; . � i' �, 1 "I ;� � � � 1� �� r� +' - p�h ` �.. �. � ,. ''+�� ,v � � VAULT 15 "- ` �` ---- �' `�`. _ 4824 SF -14'-0" �,' STAIR \ MARKET/BAKERY GARAGE � -16'-0" _ � �� . +'� 16 ., 242 SF�- � B2 � ;::24 �� . � s : VEST �: ' 12743 SF �� I �:.. � 506 S F ��?+ '±;. ,._�. VAULT 14 x::� , . ►•. �� 4844 SF ,�_ ° 4'`� - ' ARTISAN �..r� EC � a �� , ` c j BRIDGE 4 1 S STORA f� � � -16'-0" _ `�14'-0" ABOVE 365 SF �� MECH. 2 � --�;•;,;. - A ;;' �3 ; 160 SF �� ELEV. 4 RETAIL � �;"' �:�.-... STAIR , 108 SF 738 SF 2��.�F I , VAULT 13 ` ' - ' ,;, -- ; 4844 SF -14'-0" `�.;-.� _ � . -16'-0" ' _ � - -14'-0"� STAIR 4 VAULT 12 � 4904 SF -14'-0" � �:p„ RESTAURANT ,�� - �6, 5668 SF , ', �• _ -16'-0" .3,, �� 30` 0�� ' VAULT 11 -- 4844 SF - -14'-0" -16'-0" � ;;. 62 PARKING � � 17494 SF VAULT 10 � - � _ 5220 SF FIRE STAIR 1 323 SF �r'� ,' -14'-0" MECH . o, -16'-0" � 93SF � E�Ev. � � � �' / ' COLOR LEGEND 132 SF ' pN 4 ` ,� /�:' f STAIR � B2 PARKING 0 STORAGE % -14'-0" 229 SF � : �. �L�V , � ELEV 0 VALET PARKING B1 O ,' HALLWAY ' N -� � �4 STAIR � /' � ,%'123 SF � ELEV. 1 � VAULT 9 357 SF 245 SF r � 0 ELEV.4 0 VAULT 10 % �, - i � �, � 0 FIRE STAIR 1 -- — - - - - - — - — - - ELEV ��--J=-..; 0 VAULT 11 � -� 131 SF 0 HALLWAY 0 VAULT 12 - - ` � • 0 MARKET/BAKERY GARAGE B2 0 VAULT 13 ISSUE LOG <. �, . -15'-0" -14'-0" I • . �`�_ 0 MECH 0 VAULT 14 NO. DESCRIPTION DATE VAULT 9 � T ORAG 0 MECH B1-01 0 VAULT 15 6622 SF 315 •" � 0 MECH SERVICE 0 VAULT 16 � 3 �dN' MECH � 0 MECH. 2 0 VEST -»>,.,.,�a.��m.,.,�,,., _. - .._._ . �; 133 SF. 0 PRIVATE LOUNGE � ` � RANT .:-�--- - - - --— �-- .. - -� ---- -- - - - --------- � � 0 RESTAU , .....�_ SERV. CORRIDOR ----- ----- ------ -------------------------- a 0 RETAIL � --- __. 397 SF -- - ----------- __ . � , /. -_ _ , , / 0 SERV. CORRIDOR � `� , 0 STA RICE CORRIDOR B1 -----� �� PROJECT NO: 18-020 ISSUED FOR: OVERALL FLOOR PLAN - LEVEL B2 DRAWNBY: DATE: 03/10/2020 7 �� = so�-o�� LEVEL 62 - OVERALL SHEET FLOOR PLAN A6 AREAS LEVEL B2 AREAS LEVEL B2 u S Name Area Name Area Area 462 SF GUN RANGE 12 4816 SF ARCH ITECTS Area 112 SF HALLWAY 589 SF 4700 WESTGROVE DRIVE,STE 200 B2 HALLWAY 2125 SF JAZZ BAR 5614 SF HONEO469T857-31�51 ELEV. 88 SF MARKET & BAKERY 12683 SF �OBUSHARCHITECTS,LLC-2020 ELEV. 99 SF GARAGE B2 ELEV. 01 95 SF MECH 2 466 SF EXIT 391 SF MECH 3 611 SF EXIT 6 391 SF MECH 4 270 SF EXIT 7 639 SF MECH 5 2977 SF EXIT 8 498 SF MECH. 6 386 SF EXIT 9 486 SF MECH. 7 386 SF (V EXIT 10-11 756 SF MECH. 8 386 SF � EXIT 12 305 SF MECH. 9 386 SF � GUN RANGE8 4809 SF MECH. 10 386 SF ~ GUN RANGE 5 5845 SF MECH. 11 386 SF � X GUN RANGE 6 4761 SF MECH. 12 386 SF ~ GUN RANGE 7 4807 SF MECH. PARKING 894 SF W W GUN RANGE 9 4811 SF STAIR 204 SF a � GUN RANGE 10 4816 SF STAIR 01 270 SF J GUN RANGE 11 4816 SF STO. 113 SF � � STO. 128 SF � � w 73447 S F W O � J � J U � p w > � � J .� j Q m �� 93-_6., � J � � z °� w � � ^o�� , _ � MECH � / 2105 SF w � PRIVATE LOUNGE � VAULT 8 % 877 SF 4824 SF '� �°' -41'-0 19/32" VAULT 7 � � 4824 SF SERVICE CORRIDOR 62 5340 SF -41'-0 19/32" 16 O �� I �� I ' VAULT 6 4844 SF � -41'-0 19/32" � �MECH 2 170 SF VAULT 7 -� 4844 SF -41'-0 19/32" �j] PARKING B3 � �� 25154 SF ', VAULT 4 JAZZ CLUB 4904 SF 5591 SF -41'-0 19/32" � VAU LT 3 4844 SF -41'-0 19/32" STAIR 01 � � 284 SF � VAULT 2 MECH 3 `'''- 93 SF COLOR LEGEND MECH 1 � � o, 5220 SF_41'-0 19/32" 95 SF � � 0 ELEV 2 0 VAULT 1 STAIR 3 0 ELEV 3 0 VAULT 2 �-��'O' 204 SF UP �' ELEV 3 ; , 0 HALLWAY 0 VAULT 3 HALLWAY � STAIR 2 113 SF 0 JAZZ CLUB 0 VAULT 4 359 SF _ 4 233 SF 0 MECH 0 VAULT 6 I - 0 MECH 1 0 VAULT 7 _ _ ♦ i ELEV 2 0 MECH 2 0 VAULT 8 SERV. CORRIDOR 131 SF 0 MECH 3 407 SF �, -41'-0 19/32" - 0 PARKING B3 VAULT 1 6517 SF � I �I 0 PRIVATE LOUNGE ; II ! 0 SERV. CORRIDOR , I _ '3 MECH 2 0 SERVICE CORRIDOR B2 ISSUE LOG - 128 SF 0 STAIR 01 0 STAIR 2 NO. DESCRIPTION DATE 0 STAIR 3 0 STAIR 03 PROJECT NO: 18-020 , OVERALL FLOOR PLAN - LEVEL B3 ISSUED FOR: 1 � DRAWN BY: J 1/32" = 1'-0" DATE: 03/10/2020 LEVEL 63 - OVERALL SHEET FLOOR PLAN A7 j' r�� r� �;-� '- _ � - ' �■ "� - ` � � •j �� •�•- �+ � . R � � � �' I ��- - ` - � � •�. Y � _ `� , ��. � �� ~ � . �� Y 1 � i � ' - � -��-. �,r �_ �-� � ~ -� �`'� � �- --�--��- - - �;�. A R C H I T E CTS _ � .��.- ..� f• � ' _- _ ►`�,- � --�1 � � .. - a .;,. ti �:,..�. �s :� _ � �! y=� 1� '''�� - ' ii. - - � .ti � � ..� `�- 'i ADDISON,TX 75001 _ _ _ `� 'y. � 4700 W ESTGROVE DRIVE,STE 200 '; � _ - _ fi` ��+T, PHONE 469-857-3151 � � •`�- r -" ' � �� - �O BUSH ARCHITECTS,LLC-2020 :' .. ; ��" ►�'� . � � �]t�� i ; -='�TS' _ _ �; � j A — _� _ �. ..�` — �`}. _� �..� . . r L 'ti ~.,�,+, -w _ __ _ _ � ~- � � � , ,L� i'� T� � - - - - _ _ _ �. �� A� `� ' �r � 1 ; � , -- � t. � _ � � , �_ _ ��_ __ � Fw� �..C� .. � n •_i � ' �- ' . � � 1; •- � i - � �+ r. �~ � f�� ;.►�+1�� ! � -�1 , i ; � ,� I� � .�,z' � - .�' �* � F � v � .Y:• ►_�, — _ � I,�` 1 ' � 1 . f!T ; a � '� � � �w�� .� '�` I 5 ' } [' .` � t ��r�f ir � - . �t ``I �1��' ~S' li , _ - 'r,`Y-f.-r�—�� 7' � .f ' I I � 4• � � r � �a � � �., �� - � � :.� : ,. � � � . , y � N _ r� _ >� � I � � � - �- " + r ' � '�� + •.: - ''--� ' ►.. r :�,, � � � - . ,�- � •-�� .��,: x .�. v, t ■ - �' _ N ' --- - �� ,,;r ~' - � � � 7 f - _ � .� • - �• -�.�_t _ _ ' -- _. . . � I� ,� _ - _i-�- �- X -,� � ~ ; `�- �r . , ; � �� ' � • -"'` 4 _ — ` r- ' � _ 1 �� w _�'• ' � ,y �� . _ _ - � � �� r s�' � �.�` � � - - . 7-� � �s � � ' • �'� � / _ �y � � � C' I � �� - - '�� }-- �� _ ` Y 1 � � SMOKING ROOM CONCEPT ARMS STORAGE CONCEPT LOUNGE CONCEPT � ~ � ■ —- �_, -- _ - - _ � � O �..�..� ■ r� ' _ �� t � �,.� y _ `�� -_i'`-. r �� _ . . - .. � J � � , , �`� _ - _ - � ': � ` , �—_��+.�� — �' �� + '� � � -�_ � " f.- �. � � _� V Q f.� �;: -��.� ��;� ��_ � -= _ t � -� � --- -- -� � - - I..L� � � ��i �' _ ��- �' - �`� ��~'�- '�' � - --- - ' - � - -� - '� -_ _ _ - '' � f � �- J � _��~� - ; �. , � +�� ; _ _ :� -� - - ��.� ' -- -- `�`. - � �� ' Q m �,� , . � ��"�tiV.�.��4 �iZT'�'+� _ � � `� r � � � f �- '� - �� . 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C1 COVER SHEET � 1800 VALLEY VIEW LANE, SUITE 300 �� FARMERS BRANCH, TEXAS 75234 C2 KEY MAP 0 ; CONTACT: MEHRDAD MOAYEDI C3 SITE PLAN � C4 GENERAL NOTES N �,� C5 PAVING PLAN 0 N DEVELOPER: C6 PROPOSED DRAINAGE AREA MAP N C7 GRADING PLAN � VOLTADEREI, LLC. �, 1321 UPLAND DRIVE, SUITE 3966 �g WATER PLAN � HOUSTON, TEXAS 77043 C9 SANITARY SEWER PLAN > TEL: 716.998.3386 �� CONTACT: JOHN SCHOBER TROPHY CLUB � C10 STORM & DUCTBANK PLAN � � ~ C11 EROSION CONTROL PLAN ai J �o � � � �,,��- J ��,�� Bog JAMES �� 2 EXISTING LIGHTING PLAN j ��`' Medlin MEqp� �� w d �R�S�,�� Ceme�J� Coul se � � o �; � SJNS TFtOPHY G y FAl/dyq SEMINOLE �-� � � 'v� �'�OiY �P ��qG Y �_ _ � �n � 114 �� Go� ��p� r FRESHMEADO`N ma Z u' � N \ 3��G `n �� N�RNESS I � W a x � \ � 4�� I Q n <a � y J o WESTLAKE � � � �NVERNE � � �� N � � � � �� ° �� KI � NG y � �1RCHITECT� 0 114 0 � a 0 � � � BUSH ARCHITECTS Q SOLqNq �� , 4700 WESTGROVE DRIVE. SUITE 200 � ��r � ADDISON, TEXAS 75001 DOVE ROAD 0t� �,�s� o TEL: 469.857.3151 0 ��F BGE, Inc. � CONTACT: MICHAEL ZIZIK o a � '� = 2595 Dallas Pkwy., Suite 204, Frisco, TX 75034 � ��<w�' � Q � , � � Tel: 972-464-4800 • www.bgeinc.com Y TBPE Registration No. F-1046 � VICINITY MAP 0 N �� (NOT TO SCALE) � 0 al � ` °' +x • v°I �, � � "� } �' c �t �I � � Y � � O � '� y� THESE PLANS ARE ISSUED FOR � � ► � THE PURPOSE OF PRELIMINARY � � � REVIEW AND ARE NOT INTENDED " ��'� FOR CONSTRUCTION. � o WHEN ISSUED IN Y o : FINAL FORM THEY WILL BE � � _� TOWN OF WESTLAKE SEALED, SIGNED AND DATED. 0 U � 1500 SOLANA BLVD RESPONSIBLE ENGINEER: TOWN OF WESTLAKE rSUITE 7ZOO TEXAS REGIST RED ENGINEERING �, WESTLAKE TEXAS 76262 FIRM F-1046 � TEL: 817-430-0941 JASON A. FREY, P.E. APROVED o TEXAS REGISTRATION N0. 88485 J JANUARY 27, 2020 TITLE i U= Z,a�i w a DATE c�� m� TROPHY CLUB o o � � J �° o �� r ��t�� CRE��G�� g08 JAMES y��. Medlin MEqO� �� 5�,,5�� Cemete�Y Golf Z Y J � ��,� Course � � o 5JN TR�pHY 2 FAlh�,q SEMINOLE -� � � � C'��i �P Vl(Cq 1' w= = o rn ��9 0 �� cF FRESHMEADO`N ,,mm,w z N e 114 �° °ti N = a x � � s'�G �� NVERNESS I W \ � �r�� I Q <a � y J BGE� �r1C. WESTLAKE � � ��INVERNE � 2595 Dallas Parkway, Suite 204 �� '�` � Frisco, TX 75034 �I�� Tel: 972-464-4800 • www.bgeinc.com K�N� TBPE Registration No. F-1046 Contact: Jason Frey a 114 Tel: 972-464-4821 � �� Copyright 2017 Q SOLqNq 0 ��r �to DOVE ROAD o ��9� OWNER: i 1'�`F ��v.�°°a a MRW INVESTORS, LLC. N 1800 VALLEY VIEW LANE, SUITE 300 SjATE yN,�,� VICINITY MAP FCONTACT M HRDAD MOAYEDI4 (NOT TO SCALE) � � \�,�` / �� '��___ , SITE . I �_L.. ��D =o°� , Rr�A __.. DEVELOPER. � � � __, sT,q � / A / � rF VOLTADEREI, LLC. � ��Q , --____ _ ��• 2 y�j 1321 UPLAND DRIVE, SUITE 3966 � ' �� -'� � � �'- , , ST �.R T �°c � ryy! HOUSTON, TEXAS 77043 � . �1 GD _ ,-_ \\ � ArE y �T 6 TEL: 716.998.3386 � � /� �'� � � � ,, , � �� CONTACT: JOHN SCHOBER , ,',' � ' � ,, , ' i � �, � � � � ' � � � � � \ � �1 �/ ' � ' � � � �' � Q X , � � O �� RO�q '� / � �`,��o �,;`\, � w — / - ',�2 �� \ Q ~ ` \�� , �� / ��,, � w � I ; � ��, � z � �° � = � �; i, � � � B � _ • � Q I � �� A�� ,,, , sr � � � O � �r O� , �� I rARRAGONq \\\ ArFy�,�,�, Horizontal Scale: N.T.S. U ^ � � � � �� M , .�, 7� � Q L.L � U Z �j � � � Y � � a � � 1� / (; �. � \ z (� z U w X � � Q 0 N � �� a � � O x i� �� V J � � �� LLi � � Z � � � '� \ � �� w m � J J c� � N ' � � � \� � � � \ — — p,F�PG'� / � ' ,/ / �\� � � � m z J �\ �//�/ V J m (n N \\ � � � I � � \ �\� \ Z v' � � W N �� <�� °�� L � �� o � � �� a� � H . 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DATE DESCRIPTION � \\ \\ � �`� \� I i � \�0� � a � \� U \ O �/' / k� d � O��p � LEGEND \ �` v� � A \ � DRAWN BY: o \ w �'� � �\ ° BLOCK NAME CHECKED BY: Y� `� „r �\ �c� A o � 3 \ \ �A \\ \� DATE: i � � \ � �\ \\�� ° � \\ � PROJECT NUMBER: � � � \\ p � ° �\ � \� � Sh eet N o. � � GRANADA \\ tt �\ K E Y M A P � \ i \\ � ~ �� ° \� ; PD SITE PLAN PACKAGE NOT �� z� � tt � � C2 wa TO USED FOR CONSTRUCTION . � �� c�� SHEET C2 �= C12 mo � TROPHY CLUB o o � � � ___ J �°o �� r -'--_____ ��t�� CRE��G�� BOB JAMES �,, '--__ _ y��. Medlin MEAO� �� \ ��,, \\`\\ '_______ ______ _ ��NS�� CemeG�JY Golf Z Y � � � Course r a o � �, --- SV TR�PHY 2 FAllayq SEMINOLE �-� � � � ��, \`\� _, ` '- _ ��c�` 9 �P ��qGF F Jc=� o v�i � \\ \\\ '�--__, -'--___ _ 114 � Gp� �p�'Y r RESh�MEADO`N aW Z y � � \ �\ _'--__ _'--__ s�G `n �� N�ERNESS x I e W \ \ \ \�-�_ \�� _'--__ ` �'--___ _ \ \ � Or�� I Q __ __ � � �-�_ -- �---___ -----__ � \ � ` = BGE, Inc. � \,-' '---_ __ _ -___ � _ -'�---____ -� WESTLAKE � ��INVERNE � 2595 Dallas Parkway, Suite 204 � '-- ''-- '' ''- �r wa« � '� , � - MA�N ESMr � N O �� ,- --� � Frisco TX 75034 � _ - __ EX. 15 T.C.U.M.D. AN - _ WATER�,NE ESMT I�� Tel: 972-464-4800 • www.bgeinc.com __��-_____ � INST. N0. 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To eE aBallooNEo �/ � �' � � �'` 3� uc"TiNc & � � N a - 1321 UPLAND DRIVE, SUITE 3966 i , / aTMos ESMT. o �-' , ` � � HOUSTON, TEXAS 77043 ��. i � ' � � � - , i , � , , . , , , , � , �� -' � / P�� 12 � �_ �� RErai� a ----- � % ,�� TEL: 716.998.3386 ,- , � � � / w.E. �� ,`' / REraic � � � � �� 929 sF �p a Rs'� - - -, - _ -_ CONTACT: JOHN SCHOBER \� � F, � N / � 4648 SF ��\\ D.E. ,, LZ °� ,�;�� O / � ✓� / � � , � � � � � � �� ,� / � �� . � � �, � � ,, . :�, -==:::::,. \�� ' � �� i � � ��'9 �' � -�� - � „� P �� - v� , ,, ,, , , o �� ,� , ,�., � � a . a �,, ,� � - �� ' '' - i i ° �� Q a � � � / / -�'� o� i o `� �� _ � � , � � x � , , o �� , , ; �� , \ � ,/ , � �� - � � ° �'� - w \, 1I PARKING & ACCESS ESML - - " ^ TO BE ABANDONED �� " � � O �� ° �E� � \ J � 1�� 12 / � o.E � _ ,- � � a � � � J W , / � � � ' � � i , ` ° ' v a - (� z �� / �� .' �� 536 SF �� ' ' � �� EX. 10'x10' W.E. �� f� � � � � � � � 0 C.C.F.# D216027206 � �� - - - P.R.T.GT. � � 2 , � � � � U � � � � � / // � , -' ° 0 / � �g� � Q � � -� � � U z � � RETAIL 2 � ��' � � � � /� � � � � � 6927 SF /. % / j /! 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W E' �� ° � - - � Z � - � �� _� ___-- - �� _ _ � � � � / a,� THESE PLANS ARE ISSUED FOR � �� _ - � ---- � �1 � a THE PURPOSE OF PRELIMINARY � _,;�� -____ ,' ___ _ - � a a° ° � ,r _ `<�� REVIEW AND ARE NOT INTENDED � 4 - � ---�- ; ----- -' � � � a ` -__ --� _ L12 a a � - __ ,� • a x a � , J° � -- J � F ---- a � ��-r----- -- �- _ - _ - � � .- - � � � J i �� a` a � --- �� ,� ��3 a ° _ ` _ ` ' - a o �� ,�� a� WHEN�NSSUEDTiON o �- � ° L15 � v � � ` °�� "�� G+' - _ ° �C�� '� -� -�" 9 SFINAL FORM THEY WILL BE a o � a � a RON � __ __ q � - , i � � � F ° °� - < EALE SIGNED AND DATED � -� � - � „ , a � a - ° � - - i \ -- -� a ' � a ,\ == __ - - ° �� p a , +, � O � _----- -_-- _ -__ _ O _ RESPONSIBLE ENGINEER: � � - � � i� BGE, INC. a I _- a TEXAS REGISTERED ENGINEERING � __-__-- N L ; FIRM F-1046 �-- JASON A. FREY, P.E. a - �� '. � L TEXAS REGISTRATION N0. 88485 `i �� o � JANUARY 27, 2020 EX. 10'x20' TRI-COUNTY ESMT. ! C.C.F.# D216027206 a N BLOCK M �'� o � P.R.T.C.T. I I CAU TI ON I I a � �; o � Contractor to Verify exact location \ ; LINE TABLE Ex. is' °E a � ��nt� ConstructF�acilAct vitesor to C.C.F.# D216027206 / ` Y �, CURVE TABLE P.R.T.c.T. �/ o LINE LENGTH BEARING ; �j CURVE RADIUS DELTA ANGLE ARC LENGTH LONG CHORD CAUTION � � \ i � L1 18.399 N28' 27' 38.39"E � � � %8 HOURS�PRIOR 8 0 CONSTRUCTION o C1 29.33' S1°08'51" 26.19' N 02°53'13" E, 25.32' � L2 72.337 N42° 06' 30.97"E a � o C2 30.00' 74'51'25" 39.19' N 65°53'21" E, 36.47' L3 41.616 N58' 32' 40.00"E � / o REVISIONS u�, C3 54.00' 31'25'15" 29.61' N 87°36'25" E, 29.24' �, a `� PARKING p 15 30 60 REV N0. DATE DESCRIPTION � L4 11.278 N23° 32' 40.00"E i/ � Level Parking Provided � C4 146.00' 29'47'16" 75.90' N 57'00'09" E, 75.05' L5 3.365 N68° 32' 40.00"E / / \ < � Surface 62 � B1 65 SCALE: 1" = 30' �' C5 88.00' 16°26'09" 25.24' N 50°19'35" E, 25.16' L6 97.854 S77° 59' 00.06"E , � \ , � ° �o) g2 64 a C 6 11 2.0 0' 3 5°0 0'0 0" 6 8.4 2' N 4 1'0 2'4 0" E, 6 7.3 6' L7 32.649 S31° 27' 20.00"E � Total Provided: 191 U � C7 112.00' 15°00'00" 29.32' N 16°02'40" E, 29.24' L8 125.577 S41° 27' 20.00"E ❑V E R A L L L E G E N D � o C8 30.00' 59'59'58" 31.42' N 38°32'39" E, 30.00' L9 21.999 S78° 32' 40.00"w NOTES: �i FH 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS � c9 30.00' 33'2s'2o" 17.53' N s5°1s'So" E, i7.2s' ��0 39.307 s3$° 32' 4o.00"w �ROPOSED FIRE HYDRANT EXISTING FOR THIS PLAN SET � C10 30.00' 46°31'39" 24.36' S 54'43'10" E, 23.70' L11 20.981 S58° 32' 40.00"W 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS DRAWN BY: ° SSMH PROPOSED SANITARY OTHERWISE NOTED w C11 54.00' 10°00'00" 9.42' S 36°27'20" E, 9.41' L12 50.957 N81° 27' 16.11"W • MANHOLE CHECKED BY: o C12 30.00' 86°26'34" 45.26' S 01°45'57" W, 41.09' L13 64.592 S78' 32' 40.00"W PROPOSED STORM INLET DATE: 3 L14 21.959 N71° 27' 19.99"W BM1 - "❑" Cut found on top of curb at the south median nose approximately � C13 117.50' 40°00'00" 82.03' S 58°32'40" w, 80.37' o-� PROPOSED STREET LIGHT 691 feet southeast of the intersection of Solana Blvd. and Davis Blvd. ° L15 36.545 N81' 27' 20.00"W Elev. 668.963' PROJECT NUMBER: o C14 s2.5o' 20°00'00" 2s.so' s 4s°32'40" w, 28.65' EXISTING TRANSFORMER " L16 383.037 N77° 59' 00.06"W -° C15 117.50' 19'00'42" 38.99' S 49°02'19" W, 38.81' p „ � �17 24.171 s31° 27' 2o.00"E LS PROPOSED LANDSCAPE BM2 - ❑ Cut found on top of curb in the west turn lane median at the m C16 25.00' 75'49'06" 33.08' S 77°26'3�" W, 30.72' intersection of Davis Blvd. and Hwy 114 approximately 38 feet west of the S h e e t N O. � �18 99.497 S41° 27' 20.00"E centerline of Davis Blvd. and 8 feet southwest of traffic si nal ole on � C17 172.53' 16°00'45" 48.22' N 72'39'1s" w, 48.06' EXISTING STREET LIGHT southwest corner of intersection. 9 p � L19 90.815 S66° 27' 20.00"E Elev. 667.93� S I TE P L A N , c,$ 167.50� 20°00°00°° 58.47� s ss•32°40°° w, 58.17' EXISTING GAS METER S U RVEYO R/E N G I N E E R L20 171.016 N68' 32' 40.00"E �' EXISTING ELECTRIC MANHOLE TBM1 - "❑" Cut in median nose located N 700 feet southeast of intersection of Davis , Blvd. and Dove Road. Elev. 668.96 BGE, Inc. o � 2595 Dallas Parkway, Suite 204, Frisco, TX 75034 ¢ P D S I T E P LAN PAC KAG E N OT EXISTING SIGN p „ _ � TBM2 - ❑ Cut in median nose at intersection of Davis Blvd. and Bull Way. � Tel: 972-464-4800 • www.bgeinc.com �� EXISTING FIRE HYDRANT Elev. 679.58 � TBPE Registration No. F-1046 �� z� TO USED FOR CONSTRUCTION . 0 opyng t �� sHEET C3 �= c�2 mo GENERAL NOTES TOWN OF WESTLAKE GENERAL NOTES TROPHY CLUB � o � � � ��o�o �� 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" ��,��' ��- � ��'�, �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 y�� Medlin MEAO� 1'�, 5�,,� Cemetery Golf y Y � � � 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. E�� t J� Course � a o MUNICIPALITY. CONTRACTOR MUST HAVE A COPY OF THE LOCAL MUNICIPALITY'S STANDARD CONSTRUCTION DETAILS ON SITE.. � SUNS�.�ppHYG� y FAl�dyqY SEMINOLE T� ? � � 2. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE TOWN OF WESTLAKE. THE TOWN RESERVES THE RIGHT TO ACCEPT OR �'-P°9 �Q' ��q� �_ = 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. 114 �`� �o° �'oo� r FRESHMEADO`N w< Z N � APPURTENANCES. LOCATIONS SHOWN ARE GENERALLY SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT THE SIZE AND LOCATION OF EACH � s�c � `�� NyERNESS a X I w 3. ALL DISTURBED AREAS OFF-SITE SHALL BE SEEDED OR SODDED AS SHOWN ON THE CONSTRUCTION PLANS. I Q PARTICULAR UTILITY. SOME UTILITY LINES MAY NOT BE SHOWN. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ACTUAL FIELD LOCATION AND � � ��m y PROTECTION OF EXISTING FACILITIES WHETHER SHOWN OR NOT. CONTRACTOR SHALL ALSO ASSUME RESPONSIBILITY FOR REPAIRS TO EXISTING �a � J BGE Inc. 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. � � _ � WESTLAKE � � INVERNE � 2595 Dallas Parkwa Suite 204 UTILITIES SHALL NOT BE A BASIS FOR ADDITIONAL EXPENSE. �\ N � Y� 5. THE CONTRACTOR SHALL NOTIFY THE TOWN OF WESTLAKE AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO COMMENCING CONSTRUCTION. � � / Frisco, TX 75034 4. ANY CONTRACTOR / SUBCONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY 6. ALL PAVING AND UTILITIES SHALL BE CONSTRUCTED AND TESTED IN ACCORDANCE WITH THE TOWN OF WESTLAKE SPECIFICATIONS. � I�I� � Tel: 972-464 4800 • www.bgeinc.com RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. SAID EXISTING IMPROVEMENTS SHALL INCLUDE BUT NOT BE LIMITED TO BERMS, DITCHES, FENCES, AND PLANTS. ANY REMOVAL OR DAMAGE TO EXISTING IMPROVEMENTS SHALL BE 7. AN ENGINEERED TRENCH SAFETY PLAN IS REQUIRED WHEN THE TRENCH DEPTH EXCEEDS 5'. '� KING TBPE Registration No. F-1046 REPLACED OR REPAIRED BY THE CONTRACTOR AT HIS EXPENSE AND SHALL BE APPROVED BY THE TOWN OF WESTLAKE. Contact: Jason Frey 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: 972-464-4821 5. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL USE SILT FENCES (OR AND SANITARY SEWER MASTER PLANS FOR THE TOWN OF WESTLAKE. � OTHER METHODS APPROVED BY THE ENGINEER AND TOWN) AS REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT N ��o / Copyright 2017 PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, OR LOCAL EROSION CONSERVATION, AND SILTATION ORDINANCES. WATER NOTES: Q SOLqNq CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE � ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS AND 1. CONTRACTOR SHALL PURCHASE A COPIE(S) OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION, AND FOLLOW SAID STANDARDS g<�`��r APPROVALS BEFORE CONSTRUCTION BEGINS. `'� DURING CONSTRUCTION. oovE Roao c,�s� 9 OWNER: 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN NEAT AND ACCURATE CONSTRUCTION RECORD PLANS. A COPY OF THESE RECORD PLANS ARE 2. ALL WATER LINES, FITTINGS, AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST = ��`� TO BE SUBMITTED TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION. EDITION. ALL WATER SERVICE CONNECTIONS TO BE FORD COMPRESSION FITTINGS. ALL BENDS TO HAVE RETAINER FITTINGS (MEGA-LUG). USE DOMESTIC w�°°a � MRW INVESTORS, LLC. 7. CONTRACTOR SHALL USE ALL NECESSARY SAFETY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND UNDERGROUND POWER LINES. THE DUCTILE IRON FITTINGS ONLY. �\� � 1800 VALLEY VIEW LANE, SUITE 300 CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS SHOWN ON THE PLANS AND ALL FIELD CONDITIONS THAT MAY AFFECT CONSTRUCTION. 3. ALL FIRE HYDRANTS SHALL HAVE ONE (1) HYDRA-STORZ CONNECTION AND TWO (2) 2.5" HOSE NOZZLES, SHALL HAVE A MINIMUM MAIN BARREL FARMERS BRANCH, TEXAS 75234 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 VICINITY MAP CONTACT: MEHRDAD MOAYEDI 8. SHOULD DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO OBTAIN THE ENGINEER'S CLARIFICATION BEFORE COMMENCING WITH ARTICLE IV, SECTION 2.H.5 OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS AND AGREED TO BY THE TOWN. (NOT TO SCALE) THE CONSTRUCTION. 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. 10. THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING WATER, OR BY 5. ALL WATER MAINS SHALL BE PVC AWWA-C900, DR18, CLASS 150 UNLESS NOTED OTHERWISE. OTHER MEANS APPROVED BY THE TOWN AND ENGINEER, AT NO ADDITIONAL COST TO THE OWNER. 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 11. ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. UNUSABLE EXCAVATED MATERIAL AND ALL WASTE RESULTING USED. VALVES TO BE EXTENDED TO WITHIN 1' OF GROUND IF MORE THAN 36". DEVELOPER: FROM SITE CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF SITE BY THE CONTRACTOR AT HIS EXPENSE. 7. FIRE HYDRANTS SHALL BE LOCATED 6' BEHIND THE BACK OF CURB MIN . � � VOLTADEREI, LLC. 12. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED To EARTHWORK. 1321 UPLAND DRIVE, SUITE 3966 8. CONTRACTOR SHALL CLEAN THE WATER MAIN BY INSERTION OF "POLY PIGS" AT DESIGNATED LOCATIONS. COST FOR "POLY PIG" CLEANING WILL BE THE 13. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS, MANHOLES, TELEPHONE RISERS, WATER VALVES, ETC. DURING RESPONSIBILITY OF THE CONTRACTOR. HOUSTON, TEXAS 77043 ALL CONSTRUCTION PHasEs. TEL: 716.998.3386 9. ALL DOMESTIC WATER SERVICES SHALL BE 1" CLASS 200 POLYETHYLENE. CONTACT: JOHN SCHOBER 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 MOISTURE AND MECHANICALLY COMPACTED TO 95 PERCENT STANDARD PROCTOR FOR ALL UTILITIES. 10. CORPORATION STOPS SHALL BE FULL OPEN PRIOR TO BACKFILL. 15. ALL PROPOSED GRADING WHERE ANY BUILDINGS MAY POTENTIALLY BE CONSTRUCTED SHALL BE AT OR ABOVE OPTIMUM MOISTURE AND MECHANICALLY 11. CURB STOPS SHALL BE TESTED FOR FULL FLOW WHEN THE SYSTEM IS PRESSURE TESTED. � COMPACTED TO 95 PERCENT STANDARD PROCTOR. ALL OTHER GRADING SHALL BE AT OR ABOVE OPTIMUM MOISTURE AND MECHANICALLY COMPACTED Q Q TO 90 PERCENT STANDARD PROCTOR. CONTRACTOR WILL HAVE TO COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY 12. METER BOXES SHALL BE FURNISHED BY THE CONTRACTOR AND PLACED IN PAVEMENT PER TOWN OF WESTLAKE METER BOX DETAILS FOR IN-PAVEMENT X ADJUSTMENTS AND / OR RELOCATIONS. METER BOXES. Q � 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. 14. METER BOXES SHALL BE ADJUSTED TO FINISH GRADE PRIOR TO PAVING. w � � 17. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THE PROJECT. CHANGES 15. EXTEND SAMPLING POINT 2' ABOVE EXISTING GRADE AND END WITH A 1" CURB STOP. SAMPLING POINTS WILL BE DETERMINED BY THE CONSTRUCTION Q � � ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE TOWN OF WESTLAKE. INSPECTOR. (n O 18. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL � � 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. Q � � U 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. � � � Q � EROSION CONTROL PLAN. OFFSITE BORROW AND SPOILS AREAS ARE CONSIDERED PART OF THE PROJECT SITE AND THEREFORE SHALL COMPLY WITH 18. FLUSHING AND CHLORINATION SHALL BE COORDINATED WITH THE CONSTRUCTION INSPECTOR. THE TOWN OF WESTLAKE EROSION CONTROL REQUIREMENTS. THESE AREAS SHALL BE STABILIZED WITH PERMANENT GROUND COVER PRIOR TO FINAL z U z U x � APPROVAL OF THE PROJECT. 19. ALL TAPS ON EXISTING MAINS SHALL BE WET TAPS. NO SIZE-ON-SIZE TAPS ALLOWED. Q Q � X � 20. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS GOVERNING EXCAVATION. THE CONTRACTOR SHALL PROVIDE U O � O a X W D E T A I L E D P L A N S A N D S P E C I F I C A T I O N S F O R T R E N C H S A F E T Y S Y S T E M S T H A T C O M P L Y W I T H A P P L I C A B L E L A W S G O V E R N I N G E X C A V A T I O N. T H E S E P L A N S 20. EXISTING VALVES SHALL BE OPERATED BY CITY PERSONNEL ONLY. ONCE THE NEW WATER LINE IS ACTIVATED AND PASSES BACTERIOLOGICAL TESTING, � = 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 m W J J Z Q o T O T H E O W N E R P R I O R T O C O M M E N C I N G W O R K. T H E C O N T R A C T O R S H A L L B E S O L E L Y R E S P O N S I B L E F O R A L L A S P E C T S O F W O R K R E L A T E D T O SANITARY SEWER NOTES: � � � � - J � EXCAVATION. Q _ �^ m � � 1. CONTRACTOR SHALL PURCHASE A COPY OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION, AND FOLLOW SAID STANDARDS DURING z � V J a 21. THE CONTRACTOR SHALL COORDINATE OPERATION OF ALL EXISTING VALVES WITH THE TOWN OF WESTLAKE. THE CONTRACTOR SHALL BE SOLELY CONSTRUCTION. w W N RESPONSIBLE FOR SITE TRENCH SAFETY DURING ALL PHASES OF CONSTRUCTION. 0 � \� � T� 2. ALL SANITARY SEWER LINES, FITTINGS AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE TOWN OF WESTLAKE ENGINEERING STANDARDS � � 5 � � 22. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF GRATE INLETS ' ' O N AND ALL UTILITIES CROSSING THE STORM SEWER. LATEST EDITION. � N 3. ALL RESIDENTIAL CLEANOUTS WILL BE BASS & HAYS 404 CLEANOUT OR APPROVED EQUAL. w � j 23. THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE STORM SEWER. � THE TOWN OF WESTLAKE SHALL INSPECT ALL PUBLIC IMPROVEMENTS. 4. THE SANITARY SEWER SERVICE LINE SHALL BE EXTENDED A MINIMUM OF 6 FEET PAST THE PROPERTY LINE. U Q O � 24. THE CONTRACTOR'S BID PRICE SHALL INCLUDE ALL INSPECTION FEES. AS AN ALTERNATE, THE OWNER RESERVES THE RIGHT TO PAY THE INSPECTION 5. 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. .� Z 25. THESE PLANS DO NOT EXTEND TO OR INCLUDE DESIGN OR SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR IS ITS 6. SERVICE LINES ARE TO BE LOCATED AT THE DOWNHILL SIDE OF THE LOT. 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 THE PURPOSE OF PRELIMINARY ` SYSTEM THAT MAY NOW OR HEREAFTER BE INCORPORATED IN THESE PLANS. 7. THE TOP OF SEWER PIPE SHALL BE A MINIMUM OF 48" BELOW FINISHED GRADE. REVIEW AND ARE NOT INTENDED a 8. 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 Y FINAL FORM THEY WILL BE 0 9. A TV INSPECTION OF THE SANITARY SEWER LINES IS REQUIRED. SEALED, SIGNED AND DATED. � 27. FERTILIZER SHALL BE IN ACCORDANCE WITH NCTCOG SPECIFICATIONS ITEM 3.11 "FERTILIZER". � 28. WATER, SEWER, & DUCT BANK WILL HAVE DETECTOR TAPE INSTALLED BETWEEN EMBEDMENT AND NATIVE BACKFILL. 10. THE SEWER PIPE WILL BE PRESSURE TESTED IN ACCORDANCE WITH TNRCC LOW PRESSURE AIR TEST (SECTION 317.2 (a)(4)(B)). REFER TO MANHOLE � DETAIL FOR ADDITIONAL TESTING REQUIREMENTS. RESPONSIBLE ENGINEER: `� 29. THE CONTRACTOR SHALL VERIFY THE LOCATION, SIZE, AND MATERIAL OF ALL UTILITIES AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING BGE, INC. � CONSTRUCTION. CONTRACTOR SHALL CONTACT AND COORDINATE WITH ALL AFFECTED UTILITIES 48 HOURS PRIOR TO CONSTRUCTION. DIG TESS 11. ENGINEERED CASING IS REQUIRED WHEN CROSSING STREETS LARGER THAN COLLECTORS. TEXAS REGISTERED ENGINEERING FIRM F-1046 � 1-800-344-8377 12. NO SERVICES ALLOWED ON CLEANOUT STACK. JASON A. FREY, P.E. L TEXAS REGISTRATION N0. 88485 N 30. CONTRACTOR SHALL LOCATE AND ADJUST EXISTING UTILITY MANHOLE LIDS, CLEANOUTS, WATER VALVES AND OTHER SURFACE APPURTENANCES AS 13. ELIMINATE DISCHARGE INTO THE EXISTING SEWER SYSTEM BY PLUGGING LINE AT CONNECTION. THE CONTRACTOR WILL BE BILLED FOR THE DISCHARGE JANUARY 27, 2020 � REQUIRED FOR NEW CONSTRUCTION. CONTRACTOR SHALL COORDINATE UTILITY ADJUSTMENTS WITH OTHER DISCIPLINES AND THE APPROPRIATE UTILITY DURING CONSTRUCTION. � AGENCIES AND PROVIDE FOR ALL FEES FOR PERMITS, CONNECTIONS, INSPECTIONS, ETC. THESE ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO i i CAUTION i i a THE CONSTRUCTION CONTRACT. 14. UTILITY CONTRACTOR SHALL PLACE APPROPRIATE LOCATION MARKS ON THE CURBS PER THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST �� EDITION. Corl�aclo� to Verify exact location ° 31. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY MONUMENTATION AND PRIMARY CONTROL. ANY SUCH POINTS WHICH THE CONTRACTOR & Depth of Exist Facilities Prior to � BELIEVES WILL BE DESTROYED SHALL HAVE OFFSET POINTS ESTABLISHED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MONUMENTATION 15. PIPE MATERIAL FOR WASTE WATER LINES SHALL CONFORM TO THE NOTES SHOWN ON THIS DRAWING AND TO THE REQUIREMENTS OF THE PROJECT 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. CAUTION i i i 32. BARRICADING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE cONTACL �-800-D�G-TESS i LATEST EDITION OF THE 'TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" PART VI IN PARTICULAR. TRAFFIC FLOW AND ACCESS SHALL BE �� HouRs PR�OR TO CONSTRUCT�ON o MAINTAINED DURING ALL PHASES OF THE CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC SAFETY MEASURES FOR WORK 16. WATER AND WASTEWATER LINES SHALL BE LOCATED A MINIMUM OF 9'APART (CLEAR DISTANCE). WHEN SEPARATION CANNOT BE MAINTAINED, SANITARY a ON PROJECT. SEWER SHALL EITHER BE ENCASED IN CONCRETE OR UPGRADED TO PRESSURE PIPE (MIN. SDR 26). U � 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. � � 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 a 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. � 0 �i 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: ,� 36. CONTRACTOR SHALL MAINTAIN UTILITY SERVICES AT ALL TIMES DURING CONSTRUCTION. ENGINEER IN ACCORDANCE WITH THE LOCAL MUNICIPALITY STANDARDS. 0 j 37. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING SIDEWALKS ADJACENT TO THE PROJECT FREE OF MUD AND DEBRIS FROM THE CONSTRUCTION. 2. FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, ASTM DATE: ° 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. PROJECT NUMBER: �° PAVING NOTES: � 39. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, INSPECTION, AND TESTING AS REQUIRED BY THE OWNER AND/OR THE LOCAL � MUNICIPALITY. 1. CONTRACTOR'S WORK SHALL INCLUDE PAVEMENT REMOVAL AND DISPOSAL REQUIRED FOR NEW WALK, DRIVE, CURB, GUTTER AND OTHER PAVING Sh eet N O. o FEATURES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, INSPECTION AND TESTING REQUIRED BY THE OWNER AND/OR THE LOCAL N 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 � � � 2. PAVING SECTIONS SHALL BE SAWCUT IN 15' X 15' SQUARES. w � `� 3. PAVEMENT REMOVAL AND REPAIR SHALL CONFORM TO THE LOCAL MUNICIPALITY REQUIREMENTS. CONTRACTOR SHALL MAKE AN EFFORT TO PROJECT � CONCRETE AND/OR ASPHALT EDGES. � PD SITE PLAN PACKAGE NOT i 4. CONCRETE PAVING JOINTS SHALL BE CONSTRUCTED AS RECOMMENDED IN THE GEOTECHNICAL REPORT NOTED BELOW. � N 4 .� z � TO U S E D F O R CO N ST R U CT I O N . 5. SITE PAVING AND PAVEMENT SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT N0. MS153490R3 PREPARED BY EWI ui a AND DATED FEBRUARY, 2016 C�� SHEET 4 CF C12 m cr � TROPHY CLUB o o � � � J �° o �� r -'--___ ��t�� CRE��G�� BOB JAMES '---__ � y��. Medlin MEqO� �� , '---___ � 5�,,� Cemetery olf � G 2 w � �EEz� SE�( ��,J� Course � _ - _ \`�� _'- SJN TRpPHY 2 FAlh�,q SEMINOLE �-� � �' .., \ �,,_ _ �' pi P �j�C y w v � �n �..� <- � 114 ��9 Vo� ��p cr FRESH MEADO`N W Q Z N v� � \ � REMOVE 54 LF EXISTING CURB � \ � INSTALL LONGITUDINAL BUTT JOINT e � �\_ oQ��_ \ � �r�� J s a x � W I � `f'�G �u� �NVERNES Y � \ _�--- _._ . ANDORRA � < i I Q � _`` STA 8f44.97, 12.00' RT � \ � = BGE� �rlC. \ \\ ROSES , WESTLAKE � ANDORRA � �� INVERNE � sra 4f24.�5 20.29' Rr ��, � 2595 Dallas Parkway, Suite 204 REMOVE 39 LF EXISTING CURB `—� �� STA 8t98.70, 12.00" RT �r wq« Mq�N ESMr � �\ N� � FrISCO, TX 75034 INSTALL LONGITUDINAL BUTT JOINT � � Ex �5 T c u M o. Tg�: 972-464-4$QQ • www.b einc.com � qNp WArER��NE ESMT �� / g � � =jq � �o RTT c o °0'642486 K�N� TBPE Registration No. F-1046 Ex. ,o�X,o� w.E. � ,____ � Contact: Jason Frey C.C.F.# D216027206 -' -- P.R.T.C.T. ROSES ,�� _----- � ° °a a a � �__ � 114 Tel: 972-464-4821 0 15 30 60 ` --- ^ �'---_ Ex. �5 T.c u.M.�. o STA 3�-88.23, >1.33" RT ,� 2� �.�5 e < - a_�_ _ � -'---___ '' ' wArERUNE ESMT � ��p Copyright 2017 � ��a R� a� < --_ � --�—_ INST. N0. D01642486 8 � ° �Q �'--__ � -'- - D.R.T.0 T Q SOLANA SCALE: 1° = 30' �I � I ,i . a a , �s. -�, --___ o a ' � a � �< ` - ��°�� 6' LIGHTING, DUCT BANK DOVE ROAD C'i�s� TRI-COUNTY, & ATMOS °" �1 �° < " �� \ � -'--_ ESMT. � �-1< a d a � " �_ --- o �y,�� OWNER: � , � � � ANDORRA _ _ �r � �� a Q � <�� sr,a �o+�e.s� 11.33' LT ,��°°a � MRW INVESTORS, LLC. / < v� / % � � ° � ° °° � � REMOVE 32 LF EXISTING CURB � N 1800 VALLEY VIEW LANE, SUITE 300 � / � �� a � � �° a a^a aa a° ,� < W,E. � � INSTALL LONGITUDINAL BUTT JOINT FARMERS BRANCH, TEXAS 75234 � � a a <Q <a a � � VICINITY MAP CONTACT: MEHRDAD MOAYEDI / � <d , `a� < , \ � ANDORRA (NOT TO SCALE) � � a � ' a STA 1Of50.94, 11.33' L T TRI-COUNTY T� a ^�� < " e � ,a ESMT. � �� a, ` Q i � � � �a < < /� /� a\ a Q a ad a a � °�� / a � / , a a ° ° < �° \ , a �/ / '� < ��^� aa�, ,�a e ` � � /a / � STA 10+19.25, �.33' RT \ STA 5f36.19, 1�83G�T � BLOCK A �� 5 � � � BLOCK P � , Q � a � � x a / . a DEVELOPER: / � f e d a d ,� / �;�a e� � � � � ° , � a ° a a , REMOVE 40 LF EXISTING CURB , a ° <a /� � • EX. 6' uGHT & D.B. ESMT. / / Q�O � a � a < a �a a < INSTALL LONGITUDINAL BUTT JOINT \ < < a y , � VOLTADEREI, LLC. c.c.F.# �z�soz�zo6 i PARKiNc &' ,� � , ` a /° a ° �•' °� ° < �� a< ° .,, _ � 1321 UPLAND DRIVE, SUITE 3966 P.R.T.C.T. / / ACCESS �' < ^ a e �°a , �` 3' LIGHTING & iv � ESMT. ,- aa a ' °/° � a a aTMos ESMT. �`, < �%�,a ` �, e � �— �— HOUSTON, TEXAS 77043 � , < � / d< / ° °`�P��;�`—y <a a �� - / ` ' � � _ - TEL: 716.998.3386 � a � W E ANDORRA (n� e a R6' ,� < d �. C\``d � %�` ° ° STA 1Of59.79, 11.33' RT � � D.E. • .�` , 9�' • � CONTACT: JOHN SCHOBER \ / / � � � � ° / � `�� / ,. %i , , \ � �� a a ^ a � � � �� ° � \ � / / y- �, e' � < a < <a � 9/ \ , _ / P�/ REMOVE 68 LF EXISTING CURB / °,° °a < �' � / � � ARAGON � � � INSTALL LONGITUDINAL BUTT JOINT� U) \ � � // / < , / o a °aa a �e ° \ h�\� STA 4+67.59, 1>.83' L T� a � � Q Q`' \ � a da d � � \ \ � / � � � / /I 1\I / // a O�a ad � O � \ \� \ � � � � • � � W � � PARKING & ACCESS ,'� ° � , r,� � � � < � � W.E � ., � � 1 I ESMT;� � ° < , a a �"' � <� \ \ — / . ° / Q i ,' a D.E. �/ 1 / / / � I / / a a d ad / a \ / ,J / � � 7 // 4 a � � � I / a a a e aa a a \ / e / ! I I / a aa ada �a a � a v// \ e a e / / � � / � / // � d �i \ / / / / a d d e d� p �( p � � � EX. 10'x10' W.E. / �� Q aa , aa a '�� v�O�f� r C ___-= /, •, � / � z � O C.C.F.# D216027206 / / � � ° __- / � �° W U �° P.R.T.C.T. � ' a a< , e a , -'- i / � / / U ° — � � W � � , a �a ,— , � a a �� a a a aa , � Q � � z ROSES �� ' �� ^ °� ,oa , � ° ' � ��- • � — / � � Q Q � STA 1f10.03, 11.04� RT / ,' °° a �h " ° ma ` �� 6' LIGHTING, DUCT BANK _ � / / � � I \ � / / ,' , ` d° ° da° ° a d �� TRI-COUNTY, & ATMOS � • / z �r , z � X � � < ` � ° '� � � ESMT. ' / �f �/ U � � �l REMOVE 42 LF EXISTING CURB � / �� ^ a�< aa <, d a � ' ` / . '- ' U O J O X INSTALL LONGITUDINAL BUTT JOINT� � � '' � ° �" • , � _ J � �/ II ' ROSES ' a/ � e e � � `�° ^ a� a � �� TRI-COUNTY ESMT.' , p� � � � N � ^ w "- m J J C� � � Of�3.16, 11.33' RT � R , m < a a a�� ` a° � � � � • � � � W Z Q � � m � ,• — s' ' < < ° ' � J �, / a � � < ° m � �' � � / Q � � W � ` ° a a a ° � ' / m � o , <,'� ° a ° � � � ° <°a aa a o� ° ° `�� • �/ / z (n w W (,1 _ i ed � da a ade 1 e � �° e //n / � O � � � � _---_ l(J o °d ^ d° Q o p� (1� a a / � � / � a a d V�a � / � da � ad da / � � � / �� a � � ° a � a 4 � a � e W.E.�� N a " a e <a e a � a / ai a / ^ a a ,e �I / / a �- � d a ° / a a / / ! � Q � a a d / / ♦ N i� �,a ° a ° 6' LIGHTING, DUCT BANK ' � e a / ARAGON BLOCK B W � � ^ / � ° � a ° TRi-couNTY, & aTMos � R1�$' �, , < STA 1f45.82, 11.83' LT U � O cv / i ESMT. //\\ � ° � i TRI-COUNTY ESMT. / � i < . . g �� TRi-couNTY ESMT. �`'E ,��,�' '� / � REMOVE 50 LF EXISTING CURB � / ` ��,\ _--- - - o ---____ . ` . � ARAGON INSTALL LONGITUDINAL BUTT JOINT THESE PLANS ARE ISSUED FOR m o ___-- � �, Y ------_�___, . STA Of92.03, 11.83' LT (� THE PURPOSE OF PRELIMINARY 'o •; �' \��---_____ ,'�-----_ , ___----' , a • . ,� ; ,� . , � ;- , ;< , � / / REVIEW AND ARE NOT INTENDED a '- "" �' � a � FOR CONSTRUC 10 � � ' �' ' � T N. J � J a� � ° a � �-�r-------------o J J • � � � � � � � " � � • . ��,,i- � �' / / .� / � WHEN ISSUED IN � • , , , . ' , �° � � . �, ��, ,' m \ \ . , , s , p �. �J < — _�'� A • , . . �, , �_ - a / NOTES: FINAL FORM THEY WILL BE � ' — �� _ � � / 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS SEALED, SIGNED AND DATED. _ \ � EXISTING FOR THIS PLAN SET o — ° a � ` — _ — � � �� \ la � � 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS RESPONSIBLE ENGINEER: N \ � _ .� _ �— � — \ — � / OTHERWISE NOTED BGE, iNc. o I TEXAS REGISTERED ENGINEERING FIRM F-1046 N L — \ BM1 - "❑" Cut found on top of curb at the south median nose approximately JASON A. FREY, P.E. � � 691 feet southeast of the intersection of Solana Blvd. and Davis Blvd. TEXAS REGISTRATION N0. 88485 L `i . o � Elev. 668.963� JANUARY 27, 2020 o EX. 10'x20' TRI-COUNTY ESMT. � � . / C.C.F.# D216027206 o i BL K M P.R.T.�.T. \ „ „ � � � , BM2 - ❑ Cut found on top of curb in the west turn lane median at the CAU TI ON �i I I ,,� � intersection of Davis Blvd. and Hwy 114 approximately 38 feet west of the c<�ntractor to ver�fy eXact iocat�on s �� centerline of Davis Blvd. and 8 feet southwest of traffic signal pole on � i,��:�>tn of EX�st Fac�i�t�es Pr�or to � EX. 15' D.E � � SOUthW2St COI'11e1' Of IlltefS2Ct1011. �n Construction Activities � I C.C.F.# D216027206 / � ` Y �n , P.R.T.C.T. • ,� � . � Elev. 667.93 CAU TION ! ! ! i . � ,� • � TBM1 - "❑" Cut in median nose located � 700 feet southeast of intersection of Davis �.� HouRs�PRioR 8 o coNSTRucTioN g \ Blvd. and Dove Road. Elev. 668.96 U • o / \ ° ' TBM2 - "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. REVISIONS ,�, • \ REV N0. DATE DESCRIPTION c t Elev. 679.58 o � � / \ .. c� � ,�, a , / � � \ � U ❑VERALL LEGEND PAVEMENT LEGEND m (SEE GEOTECHNICAL REPORT) N FH� PROPOSED FIRE HYDRANT a � CONCRETE PAVERS ABOVE 3/4" OF SAND � SSMH PROPOSED SANITARY ' AND 5.5" 3,600 PSI CONCRETE W/ #3 o � MANHOLE BARS ON 18" O.C.E.W. ON 6" OF DRAWN BY: o LIME/CEMENT TREATED STABILIZED w PROPOSED STORM INLET SUBGRADE. SEE ARCH. PLANS FOR CHECKED BY: � �p PROPOSED STREET LIGHT PAVERS TYPE AND LOCATION 0 � 3 EXISTING TRANSFORMER a °a CONCRETE BAND: 3,600 PSI CONCRETE W/ DATE: o #4 BARS ON 18" O.C.E.W. ON 8" OF LIME/ o LS PROPOSED LANDSCAPE CEMENT TREATED STAB SUBGRADE. SEE PROJECT NUMBER: � o EXISTING STREET LIGHT ARCH. PLANS FOR FINISH AND LOCATION. o SEE CONCRETE BAND DETAIL SHEET 37 m Sh eet N o. o EXISTING GAS METER N PAVING PLAN � PROPOSED SIDEWALK 4" 3,500 PSI CONC. � EXISTING ELECTRIC MANHOLE PAVEMENT W/ #3 BARS � 24" O.C.E.W. � EXISTING SIGN � z P D S I T E P LAN PAC KAG E N OT � EXISTING FIRE HYDRANT a � C5 z� TO USED FOR CONSTRUCTION . �� sHEET C5 oF c�2 mo � ' TROPHY CLUB o o � � � � �.�o �,� } \\\ ' • ' ' ��t�F' CRE��'�� BOB JAMES y��.`' Medlin MEqO� �� ' �,,� Cemetery Golf 2 w y� � �'�,, ' ' • ��5 NS��ROPHY G�J�2 FAlI�,CourseSEMINOLE T � 2 � � � � ��,� � ��,_ c• ,n �� c�` 9 �� q F F �cz� o v�i � \, \\ <--_ � � • 114 � Gpo �O�'Y r RESh�MEADOw W W Z y � \ � \\ l ' ` s�G `n �� N�ERNES Y \ \ � �� / /`` '--___ ` \ \ � or�� J 5 a x I W \ / \ � �/ /� � � ` `- � ` � � I � N \�� _ - � � � � ,i �---��'_ � OS3 BGE, Inc. � \� \ � � ` WESTLAKE � � � � INVERNE � i � � ��, � 2595 Dallas Parkway, Suite 204 � � \\ \� � � �'� __ ' _ � 0.67 5.88 � ` �� '�` o Frisco, TX 75034 \ � � � � � , y�.� �,� � � � � � � � �� Tel: 972-464-4800 • www.bgeinc.com �� , � �� V ORR�; �� K,N� TBPE Registration No. F-1046 \ 6 �� \ ,,--____ 1► , � _ _ � , � ` Contact: Jason Frey s� , �� \ �S2 � -- ,-�� _1---- � �-� � ` a 114 Tel: 972-464-4821 �`�� ., , A � < � � � � � �'- �� -\ \ _\ � , � & � Copyright 2017 0 15 30 60 � � \ \ , \ \\ 0.20 1.76 � I 1 I ' � ,! \ � �,__ \�-- � ` cn g�. � , � ___ � _ -` � -_ \ \. - SO LANA � � � � � , ` � �\ A' �� o , , � -- SCALE: 1" = 30' j � I � � � � � , � � � � � � ` �� , - \ � �\ \ \ �V� � �o��r _ �� '' � , � � � \ ` � , A` � �'� �, DOVE ROA C'i��P � � - , - �_ , D '� ,, � � � � � � � � � � � � � � , ,_ � � � ��--� � o ��9.� OWNER: , � � , , � � � , � / / � / � � �, � � , � _ , �� V� ��__ i �� z ��,F , , � / �,, �� / ' � I � / � i �� `�, _ \ � � �� A� � � sso ��, ��-- i � i � ��.�° � MRW INVESTORS, LLC. � / � � � -' � � � � � �\ V �--___ , �(' a � � � ;' � � ,' � � / � � �, � -- � �� / � � __ � � � �� _ � ,_- � � 1800 VALLEY VIEW LANE, SUITE 300 , I � � - - - � ��''-� � �-- - - � �� _ �� - - � � � VICINITY MAP FARMERS BRANCH, TEXAS 75234 ' � � V - � = � � CONTACT: MEHRDAD MOAYEDI - _ � / � , f � , �� _ � , � �� - � � \ � � - � � (NOT TO SCALE) / � 1 ,� i � -_ � � � � � , � � ,/� � r L \ / �� - - - , � � J -_ � , - � � i �� j �/ �� ;� ,��,� ; � % �' ��/, � � � l ��, , � � �� - - - - -__ - � ' � � � , '-�/ - . � , , j � // % � �� ,' �,� ,' � /� � �� /�i - - � � � �1/ � � � � � � � - - _ � �� _,- � i ��_ �= _ � / i ,, �� / i /j �� - - - �- � �� - - = -- - � � �/ � � � `� / � , ��-� \ , � � � _ _ i -� i !-�__= � � -� � - BLQCli / � , � �'�, � ,� �,� AZ /�;� � �,, , � � � BtflC� �- -- - � � ��, �_ ��_ - �',A ;�� / --- - - � � _ _ - - = � -_ � /� � � - � _ - \ � , - � � � i o - � f i � � i � ii � - - 6� � - �;, �X 'i '� � � � � A�J -' � � % - �+� DEVELOPER: � . / �� ,� �'� �� ` � � �� 0.39 2.54 , � ! i � � � � � � _� � � � � / i� �; �� i �J �� ' ` ' ' . • • . �/ �/ j / / j �� / Q�� ,' �, �� , � / / , � - ' � � �� - 0.73 4.75 - � �� ' � / _ • VOLTADEREI, LLC. � � / / // � ,,� � �j �� /� / � � �� - _ �, � �� j � ��j �/�1.13 9.88 ' 1321 UPLAND DRIVE, SUITE 3966 \ �� j �� ,� �� /�� `��'\� ��, � _ � � �� - j� � j � �//s�j � / � � � � HOUSTON, TEXAS 77043 , , , � , \ , � � � � , / �� V� � � � � ��/ i� / �' � �� \ �� ' / / ' � �� =� � � � - � � � -__ // ,� ,; - , _ � , � � TEL: 716.998.3386 � , , ,-' � �� A � � � �� , ,-' �;� � �� j�-- - = ' / , � � - � �'�� /� � i , _ � , � <, CONTACT. 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' � � ' / / ;,! / � V � -� \� BL�CI� B/ , w � � _ , - - � ,' ' � � � �j � / � / � l � � � ll � � o � � � � / , , /� 3 � � � ; l � � �/� ' � . � i� _- - J� � / \ � � � � , , . I - _ , . , � � � i , � „ - - � � � � , % -- --� � � � - , �� ' �� , � / / / / /� �� , k ,, � / � ��,, ---- - / ----_ - �' � THESE PLANS ARE ISSUED FOR / \\ -- -- � o � o �,, / ___�---- � �, 8 � -r�_, � _ � �I� < � � � /%�� \ THE PURPOSE OF PRELIMINARY � / � � �'--,�-____�"--- __, � � �-- , , • . � ,° • � , ' ' , , --. _ � { � . / � ,� �/ � REVIEW AND ARE NOT INTENDED � � / � i <� � ; �� ,;��• ° � ' � � ----- __= -,\- _ _ , , � / �/ � � ) FOR CONSTRUCTION. � ' � , ,a � �---- ' � � � � � / ' � / WHEN SSUED IN � _ �� . �, , �. 1____--, / I o , • � . , --s � < °� � '� � \' ' � , � �'\� �__ - ' � \ � ��_/ ^ \ � FINAL FORM THEY WILL BE . GI �' �° � ° � � � � 8 ' • '-' � �IV/� _ �� '� r' I� � � � ; / _ � SEALED, SIGNED AND DATED. m � , � , � � � � � � ` .� � / / \ ` j /� - \ o - •► > � � � � � I � � ` � � � � ° � _ �� - RESPONSIBLE ENGINEER: i � � � � / � � I � � � � �A� �� / � BGE, INC. � � � I � TEXAS REGISTERED ENGINEERING � I � ;_ � \ � � \ OSC � // / NOTES: ,, . � FIRM F-1046 L ' L \ � \\ � ` � �� `"" � �� I � I I � 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS JASON A. FREY, P.E. � _ TEXAS REGISTRATION N0. 88485 � - � � � \ 5140 10.36 � ( � EXISTING FOR THIS PLAN SET "' � � - -_-- _ _ � _�� \ � '•J � p \ ( JANUARY 27, 2020 i \ � I � � BL�CK M - _ - � \� � �� o I - - � � � � � � V A � i i CAU TI ON i i I � II \ ai ' � I � � BMl - - __--- - � I I "❑" Cut found on top of curb at the south median nose approximately o I � I 1 ` �. \ � ' / , ' J \ 691 feet southeast of the intersection of Solana Blvd. and Davis Blvd. c<�ntractor to ver�ty eXact iocat�on � � '� � � Elev. 668.963 � anty ConstructF�acilAct vitesor to � , � � BM2 - "❑" Cut found on top of curb in the west turn lane median at the CAUTION � � o intersection of Davis Blvd. and Hwy 114 approximately 38 feet west of the coNTACT: �-Boo-I�i�-TEss o centerline of Davis Blvd. and 8 feet southwest of traffic signal pole on '� HouRs PRioR To coNSTRucTioN Q southwest corner of intersection. M Elev. 667.93' R E VI SI ON S ,�, REV N0. DATE DESCRIPTION � TBM1 - °❑" Cut in median nose located N 700 feet southeast of intersection of Davis � Blvd. and Dove Road. Elev. 668.96 � c� � TBM2 - "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. a Elev. 679.58 U O m / N O ai TaUle 1: Drainage Areas L E G E N D � Area Area Area Coeff Time of 100 YR 100 YR DRAWN BY: o Designation (sq ft) (Acres) C Asphalt/Conc. Commercial Single Family G-ass Concentration INTENSITY FLOW � � � DRAINAGE AREA BOUNDARY ° 0.95 0.70 0.65 0.35 Tc (1N/HR) (CFS) w 1 2 3 4 5 6 7 8 9 18 19 EXISTING CONTOUR LINE CHECKED BY: o A 1 26,077 0.60 0.70 0.599 10 9.24 3.87 ; a2 i�,og2 0.�9 0.�0 0.�92 io 9.24 2.s4 s5o PROPOSED CONTOUR LINE DATE: i A3 20,848 0.48 0.70 0.479 10 9.24 3.10 � A4 36,s�� o.ss o.�o o.s4� �0 9.24 s.4s - - PROPOSED STORM SEWER " AS 32,013 0.73 0.70 OJ35 10 9.24 4.75 PROJECT NUMBER: v o OS l 32,234 0.74 0.95 0.740 10 9.24 6.50 0 os2 s,��2 0.20 0.95 0.200 �0 9.24 �.�6 P3 - DRAINAGE AREA NUMBER Sh eet N O. � OS3 29,185 0.67 0.95 0.670 10 9.24 5.88 0 N os4 is,29s o.42 o.9s o.42o io 9.24 �.69 3.51 32.5 �- 100-YR RUNOFF IN C.F.S. P R 0 P 0 S E D � OSS 49,014 1.13 0.95 1.125 10 9.24 9.88 w os6 5�,400 �.�g 0.95 �.�80 �0 9.24 �0.36 D R A I N A G E A R E A � DRAINAGE AREA IN ACRES � � MAP ¢ P D S I T E P LAN PAC KAG E N OT ♦ DRAINAGE FLOW DIRECTION ; �� 6 0 STORM DRAIN INLET z� TO USED FOR CONSTRUCTION . �� sHEET C6 oF c�2 mo TROPHY CLUB o o � � ___ J �o o �� } -'--___ ��t�� CRE��G�� BOB JAMES '�,, '--__ y��. Medlin MEAO� �� y� .. --___ ��5�,,5�� Cemet�r�y Golf r Y � � ��,\ �'--_ ��-__ � Course a o � �' � �' JN OPH 2 FAllay SEMINOLE �-� � � � � � � �� 5 TR Y n�c•` �9 �� q F F �cz� o v�i � � �\ - `� ---_ 114 � G� �p'Y r RESh�MEADO`N m< m � � I � �` -' -'- � � N a S aW x I � W \ � � \\\�� l`'--___ ` `''--- \ � s G� �2 m� INJERNES � � � Q � � \\� � � � �� `' �-_--- �a � y J BGE Inc. \ ,% �'"�'-- � WESTLAKE � � � � �NVERNE � ' �� \ / � � �---____- � EXTC661.65 �, � Y, � 2595 Dallas Parkwa Suite 204 \ � �� -�� __ � _ MATCH EXIS� ,r wa« MaiN. �� `"� �� Frisco, TX 75034 \ � � � EXTC665.40 -�-- / � � � � �sM� wArERUNE�ESM��.� �� g2inC.COm �� MATCH EXIST � � q - � -___ �NST. No oo,64z486 Tel: 972-464-4800 • www.b I OR EXTC658.34 TBPE Re istration No. F-1046 � � _ ''� ND R o R T�r K,N� g E� ,o ,o�w. � � ,_--___ � �► MATCH EXIST - Contact: Jason Frey C.C.F.# D216��7R06 - '-__ a I -- \ o �s 3o so P.r�rc.r �� ,,� 1-___ `- a < ;-- _�-- \ a 114 Tel: 972-464-4821 \ �, � �=_: A�� < � � ; � ��- -� �' � �-_A --\ Ex. �5' T c u M.�. � Co ri ht 2017 � � WATERLINE ESMT. JO pY 9 SCALE: 1�� = 3�� \ \ \ EXTC667.5� 8�d 1 \ � 1 °a ad ° �a ° __ — \ \ ��_\ \ INST. NQ D01642486 Q 8� \ \ MATCH EXIST �a ° a ,, � - � �� ___ �,� o R T�T Q SOLANA ,� � � ' � � � `' ° FF=644 0 ° � � �� -- �� o��" � � . aa � __ a TRI-COUG, DUC7 A K � i a � a ,� a < `� � � � \ gt N TY, & A M OS � °� � ° �° ' ° � '`� � \ ' �� '�� DOVE ROAD �'i��y, �, , 6 LIGHTI , I S�TI a / l \ � -_ � � , � a� � o , � � � � =- �_�_ � � o ��-,�� OWNER: , � � �� ----- � � / � � , < , � � I� / �� , � � � a � � < ` ° ' � / // � , ' ° < ° °� `�, \ �, , ,_ \ -- - sso -� / �oo � � , � � � a oa a a i ,� -� � � �_ � `��' � _ � � ��v. 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L � � � � � � � TEXAS REGISTRATION N0. 88485 `i \ � --- _, � � � � �\ \ \ \ p \\\ ( I JANUARY 27, 2020 EX. 10 x20 TRi=EOUJ�Y_ESMT. � � \ � • 1 / I \ I I R��r�{ � C C_F.# D216027206 � \ \\ �� \ � \ \ ` \ \ II II �� P.R.T�`i. � � �� Contractor t�erif� exact location o � � � , \ \ � � � � � ��, '-� � y � i EX. 15' D.E. & I)cpth of Exist Facilities Prior to � � �� C.C.F.# D216027206 � � � � � / , ° � any ConstruCtion ACtivities � � , � � � P.�.T.--.� I � � I � � I CAUTION I I I � � � � i � � � �, � � � , � � I / CONTACT: 1-800—DIG—TESS � � � � � � , I " LEGEND %� HouRs PRioR To coNSTRucTioN o --� 0 a o FH-�- PROPOSED FIRE HYDRANT REVISIONS ,�, REV N0. DATE DESCRIPTION � � SSMH PROPOSED SANITARY � � MANHOLE � a PROPOSED STORM INLET � EXISTING CONTOUR LINE m � � � � 650 PROPOSED CONTOUR LINE � � v� DRAWN BY: v ° N OTE: w ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS CHECKED BY: Y EXISTING FOR THIS PLAN SET. 0 � ALL SPOTS TOP OF PAVEMENT UNLESS OTHERWISE NOTED. DATE: a � � TBM1 - "❑" Cut in median nose located N 700 feet southeast of intersection of Davis PROJECT NUMBER: o Blvd. and Dove Road. Elev. 668.96 Y � Sh eet N o. oTBM2 _ "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. � Elev. 679.58 G R A D I N G P L A N � ' TBM3 - "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. N Elev. 683.26 � z P D S I T E P LAN PAC KAG E N OT TBM4 - "❑" Cut in median nose located N600 feet east of intersection of Davis Blvd. � and Dove Road. 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No. Do1642486 � > SOLqNq SCALE: 1" = 40' I I � � — _ _ —/ _ _ _ _ _ _ oRTCT I o r I \\6' LIGHTING, DUCT BANK � � \ � _ J � ___ � /I g<��G I �TRII-COUNTY, & AESOT I � � � \=� \ I '—__ I � � DOVE ROAD �i�s'�9 OWNER: i � �� COIVNECT TO � � � �� I �� o `��F I N � � � EX 8 W.4 TER � � � / � ��.�°° a MRW INVESTORS, LLC. � � � � � \ �� CON/VECT TO � � � / � / � i� „ � � l � N 1800 VALLEY VIEW LANE, SUITE 300 I � � � / � � �,,,E� � EX 8 W.4 TER �� / FARMERS BRANCH, TEXAS 75234 � � � � � � � � � � � � � � VICINITY MAP , / _ _ _ � � � CONTACT: MEHRDAD MOAYEDI � �1 I - \_ _ _ _ — — ! _ _/ \ �� (NOT TO SCALE) � , TRI COUNTY �;� , / � CO/VIVECT TO � y , — � \ ESMT. �� , / � � � � p � � l �� EX 8" WATER �� ,, / � � � � � � l � � ' � � i ✓ � � � � � I � , � � / � � � `� BL�C�K A � �� !'5 \ '/ � � i � � CONNECT TO ��OCK P � i i — � �� G�`� ��( � / � � EX 8" W.4 TER l � � � � �� DEVELOPER: � �� Ex. s' ucHr & �.eiESMT. �� Q�� /� `� �� I �� '�� VOLTADEREI, LLC. � C.C.F.# D2'f6027206 / ARKING & � \ � V � � P.R.T.c.T. � accEss � \ � � � I � 3' u�HTiNc & � / �� .� 1321 UPLAND DRIVE, SUITE 3966 � � ,/ ,' ,� \ ESMT. �� / � � AT"'�s Es"'T / / � ` HOUSTON, TEXAS 77043 —— — — — �_ � / � � '� �,�,'�� I / - / � � c TEL: 716.998.3386 — _ � / � / � �,P � � -- � / �._ �� \� — — � � � / - � w.E. � �, \ � F��, / I ��I � p�/ I / a CONTACT: JOHN SCHOBER � � � � i CON/VECT TO � � � � � ;, � � � � � n � / � �' �"� � I� ` , , C�►�� ss ,_ -- �� EX 8 wa rER - � � i � � � i � � � � PRP , � � �� i�� j � � � �� I �� I � %` � �� Q Q � � - � - � , , �, .,. .... \ � \ // � I �a � X \\ � \1 \� �/ \ ARKING & ACCESS �/ \�/ \/ I I �/ I \\ \ / 1 / � w I � � � ESMT. � � � / � I I I \ �,� W.E. 1 �/ � � � � � � i� �� , ,�" � / � � � CONIVECT TO � o.E. � _ ��' � 1 ✓ Q � , � � ,. 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Y W� � �� ---- � \ �/ �� / �' / ' �� Blvd. and Dove Road. Elev. 668.96 WHEN ISSUED IN " � � � � COIVNECT TO ' � � - � � FINAL FORM THEY WILL BE � ��RO� ��'w � � � �� \ � ^ � SEALED, SIGNED AND DATED. i � � \� � E X $N w,q j E I Q \ � A � TBM2 - ❑ Cut in median nose at intersection of Davis Blvd. and Bull Wa y. � �'! � S � � _ - / � I Elev. 679.58 a �� \ —W---�--1' � � � � A I � � � - � r / � � � RESPONSIBLE ENGINEER: � � � \ � � / I - � c. ` / � \ n � BGE. INC. � V I �� \ � f L �S i `°� �� ' � � TBM3 - ❑ Cut in median nose at intersection of Davis Blvd. and Bear Way. � I / / � TEXAS REGISTERED ENGINEERING � � � / - � ` � I Elev. 683.26 � � / i I � FIRM F-1046 � L �' � _ � � � � � I i � �� JASON A. FREY> P.E. � � 1 � \ / / � � � �' ° � �-" \ " " TEXAS REGISTRATION N0. 88485 \ / � TBM4 - ❑ Cut in median nose located N600 feet east of intersection of Davis Blvd. N � � � � � �SS 1 \ / �� and Dove Road. Elev. 648.47 JANUARY 27, 2020 o i � � EX. 10'x20' TRI-COUN�PY E�SMT. � � / I � RY O�� A� C.C.F.# Cy216027 06 � � � � � \ � _ � �+�� , P.R.T.�C T. � � ( � � I I CAU TI ON I I ° \ � � , , \ , � � / � �I � � � — — — _ � _ _ � � � � �� E�EN� Contractor to Verify exact location o — — — — � � � /� \ � & I�cpth of Exist Facilities Prior to � � � . EX. 15' D.E. � 1 � an Construction Activities � � � C.C.F.# D216`Q27206 � .� ` / FH� PROPOSED FIRE HYDRANT y in � � � P.R T.C.T. /' � � Cj � � ;�� l ° �`� � � CAUTI�N I I I i � � s � CONTACT: 1-800—DIG—TESS o �� " ° \ � S�H PROPOSED SANITARY %� HouRs PRioR To coNSTRucTioN Q � __ a � MANHOLE o / �� / � �' � 0 PROPOSED STORM INLET REVISIONS � / � ° \ � REV N0. DATE DESCRIPTION o � � // FDC,u, PROPOSED FIRE DEPARTMENT CHECK � � � // � / \ � � PROPOSED DUCT BANK PULL BOX �\ a �i , J , � �/ aI / W PROPOSED WATER LINE � U O m N ss PROPOSED SANITARY SEWER � 0 a „ C PROPOSED SINGLE CONDUIT DUCT BANK v� DRAWN BY: � — PROPOSED STORM SEWER 0 �; CHECKED BY: � �— o \ ; / DATE: i 0 a � PROJECT NUMBER: v � Y m Sh eet N o. o FIRE COVERAGE N RADIUS=250� WA TE R P LA N � � � w � � � 0 PD SITE PLAN PACKAGE NOT / Z � a $ ; C w� TO USED FOR CONSTRUCTION . � � c�� SHEET C8 �= C12 mo � TROPHY CLUB o o � � � ___ J �o o �� } -'--___ ��t�� CRE��G�� BOB JAMES '�,, '--__ _ y��. Medlin MEAO� �� ,, '--___ _ ��5�,,5�� Cemete�Y Golf Z Y � � ��,� Course � � o \ �' '- SUN TR�PHY 2 FAllayq SEMINOLE -� � � � �, \' _ _ _ ��c�` 9 �P ��qGF F Jc=� o v�i � \� ��--___ ---___ � 114 � Vo� �Oo� N RE=MEADOw WW Z � \\ \ \\ � _'--___ -'--__ s'�G �u� �NVERNESS I e W \ \ � �_ \. I _'--_- '- _ \ \ � or�� \ a x \ �_ � __ _ �o � y I Q 1� � '�, � ��---- _ ---__ ------__ WESTLAKE � , n INVERNE � BGE, Inc. � ' --____ ---___ ---____ �� 2595 Dallas Parkway, Suite 204 \ \ \ � �� '�` � Frisco, TX 75034 ,�� ____ �r wa« � � t-- MA�N ESIvjT -- --- - `-' � ,— WArER�,NE�ESM�D� � Tel: 972-464-4800 • www.bgeinc.com � �� INST. N0. D01642486 ��. - AN�ORR � � �� 1�� o R T�T K�Nc TBPE Registration No. F-1046 Ex. ,o�X,o� w.E. � A -- _; Contact: Jason Frey C.C.F.# D21 6 0 2 7 206 ' - '� -_ --- P.R.T.C.T. '- � _'-- _ _ o 0 15 30 60 " 114 Tel: 972-464-4821 � \ i __ _ _� .,-� � EX. 15 T.0 U.M.D. � wArERUNE ESMT � ��p Copyright 2017 � � � -� _'------_ I INST. No. Do1642486 > SOLANq � SCALE: 1° = 30' � '--___ -- oRTCT o � c�` 6' LIGHTING, DUCT BANK I "�' \ __ g<�� TRI-COUNTY, & ATMOS I I � _ I -'—___ DOVE ROAD C'i�s ESMT. � � �� o ��9�� OWNER: � � � ��.�°° � MRW INVESTORS, LLC. � CON/VECT TO � ' /l EX 8" SSWR � �' 1800 VALLEY VIEW LANE, SUITE 300 WE VICINITY MAP FARMERS BRANCH, TEXAS 75234 _ CONTACT: MEHRDAD MOAYEDI / � � (NOT TO SCALE) TR'—�°�NTY � � p � CONNECT TO ESMT. � � � ; � � EX 8" SSWR � / BLOCK A �� "5 �' ,� i coNrvEcr ro BLOCK P — �� V �;� � / \ EX 8» SSWR �� DEVELOPER: Ex. s' ucHr & �.e. ESMT. �� Q�� ,�� `� � � � � �� '�� VOLTADEREI, LLC. C.C.F.# D216027206 //PARKING & \` P.R.T.c.T. / accEss � � � 3' ucHTiNc & . 1321 UPLAND DRIVE, SUITE 3966 ,� ,� ESMT. ,' / aTMos ESMT. �` HOUSTON, TEXAS 77043 ' ��'�i' / c TEL: 716.998.3386 � -- ` �� W�E� ,, ��,�'� / / ,�� a �--.- CONTACT: JOHN SCHOBER . F �'�� `L� D.E. � � �� ► A / � � � � / o � 0 . � ' � ,- P,RP , ,- -- � ' \ / i � , . , ♦ - � - , � , �. � a, ;.... � \ /� � � �, �� V � �, � ,. / � � Q a �a ,� � X o � , � w �� V� PARKING & AC�SS �� ESMT. �' �� D.E. � W.E � .' � / � /..J � GI .. �� , � / ,�' � / � ii� ` �S � y SS � � � � _ , � W � I �� / � = CON/VECT TO `r M - a�y. / (� z � � i � �, CONNECT TO EX 8" SSWR � �a � � ,�� 7 I EX. 10'x10' W.E. / � � �/ D �+�+��/p � S �� Q � O C.C.F.# D216027206 / / � E/� p� .7.7II/T BLOCK P / M � %j-' � � z w U P.R.T.C.T. / U � �� , , � � � a� _� , - ��a- / - � � � � � � , � �� ♦ a �i � � � � � �� M / � , � � \ � \ 6' LIGHTING, DUCT BANK � '� i W X � / � � � � TRI-COUNTY, & ATMOS _ � a � X Z r , � X � � ESMT. , � �f �/ Q U � X �\ / / /'' '-- `l � / _ , � J � . TRI-COUNTY ESMT. O ~ �' � � - - � . � � / — ,�� Q l�v� � " � ;;�yi—��-i � J � X w � w � _r- -- w m J c� � � -- — � � w m � za `� �S � , � / �� Q � W � �, �� o % � Cl� m cn ; �i�� — � �.O � � W w � � � � � o � a �y � M ' LL � / w.E.� Q►� / � � O i � � � � � � CO/V/VECT TO � � � z z o , � --- --- " CO/VNECT TO N Ex 8" sswR „ / a , � BLOCK B w � � � EX 8 SSWR � � a /' U � O � 6' LIGHTING, DUCT BANK TRI-COUNTY ESMT. � � TRI-COUNTY, & ATMOS � �/ � \ TRI-COUNTY ESMT. � ESMT. W.E. � � ---- ___ � � � THESE PLANS ARE ISSUED FOR , a � __-- - ' -- � THE PURPOSE OF PRELIMINARY Q � � ,f --_ � - REVIEW AND ARE NOT INTENDED �i � ; I" �� / FOR CONSTRUCTION. Ui w\ 1 — --- W -- W�� WHEN ISSUED IN � — r —�'w SEALE SIGNED AND DATED FINAL FORM THEY WILL BE � G�R�NA � S '�`'- �w —"' ' / � �— -- _� �� D . � _ � S A ��'�_w��W ` / � � �S � - J� � % � ♦ RESPONSIBLE ENGINEER: 'v' � S SS � ��_�� S � a` ;� BGE. INC. o I _-__� � TEXAS REGISTERED ENGINEERING / � A SS — �� FIRM F-1046 ` -- - -_ __- � � JASON A. FREY, P.E. � L / � TEXAS REGISTRATION N0. 88485 L `i SS 1 JANUARY 27, 2020 EX. 10'x20' TRI-COUNTY ESMT. ' BLOCK M C.0 F.# D216027206 n NOTE: ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS o � P.R.T.C.T. � II C A U TI O N II a� � EXISTING FOR THIS PLAN SET o Contractor to Verify exact location " �� EX. 15' D.E. ] \ & I)cpth of Exist Facilities Prior to " �� 1 � an Construction Activities 3 I C.C.F.# D216027206 / � \ Y � � in � , P.R.T.C.T. , � � � � �� n � CAUTI�N I I I � � � o ' � TBM1 - ❑ Cut in median nose located � 700 feet southeast of intersection of Davis �.� HouRs�PRioR 8 o coNSTRucTioN o . Blvd. and Dove Road. Elev. 668.96 0 U , a o / n TBM2 - "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. REVISIONS � ° � Elev. 679.58 REV NO. DATE DESCRIPTION � � � � � � / °° TBM3 - "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. " a � ,_� � � ` Elev. 683.26 a ^ � TBM4 - "❑" Cut in median nose located N600 feet east of intersection of Davis Blvd. m and Dove Road. Elev. 648.47 i � � 0 �� N LEGEND DRAWN BY: ° FH� PROPOSED FIRE HYDRANT �; CHECKED BY: � o SSMH PROPOSED SANITARY 3 � MANHOLE DATE: � � C PROPOSED STORM INLET PROJECT NUMBER: o FDC,�, PROPOSED FIRE DEPARTMENT CHECK Y m Sh eet N o. � � PROPOSED DUCT BANK PULL BOX 0 � W PROPOSED WATER LINE S A N I TA R Y S E WE R � ss PROPOSED SANITARY SEWER PLAN � z P D S I T E P LAN PAC KAG E N OT � PROPOSED SINGLE CONDUIT DUCT BANK � PROPOSED STORM SEWER � U� � z� TO USED FOR CONSTRUCTION . LLI a` c�� sHEET C9 �= c�2 mo - � TROPHY CLUB o o � � � ___ J �o o �� } -'--___ ��t�� CRE��G�� BOB JAMES '�,, '--__ _ y��. Medlin MEAO� �� ,, '--___ _ ��5�,,5�� Cemete�Y Golf Z Y � � ��,� Course � � o \ �' '- SUN TR�PHY 2 FAllayq SEMINOLE -� � � � �, \' _ _ _ ��c�` 9 �P ��qGF F Jc=� o v�i � \� ��--___ ---___ � 114 � Vo� �Oo� N RE=MEADOw WW Z � � \\ � --__ --___ s�G �� NVERNESS I e W � \ \ � �_ \� ''-- _'- _ \ \ � or�� \ a x � � Q � �� <a � y J BGE� �r1C. '�i � , '---- _ ---__ ------__ WESTLAKE � � n INVERNE � �� ; � --____ ---___ ---___ � � 2595 Dallas Parkway, Suite 204 � �� , � -- ��'�--` `�'-- � -- "� wa« MqiN. ESMr � � N� � FrISCo, TX 75034 ' WArER�,NE�ESM�D� � Tel: 972-464-4800 • www.bgeinc.com ��' �� _ INST. N0. D01642486 ��, � AN� � � �� 1 -_ o R T�T K,N� TBPE Registration No. F-1046 Ex. ,o�X,o� w.E. � �RRiq -' �� - Contact: Jason Frey C.C.F.# D21 6 0 2 7 206 ' - '� 0 15 30 60 P.R.T.C.T. _ " ' -_-_ o _ 114 Tel: 972-464-4821 � \ i _ _ __ __ _`" y�C�S�y � EX. 15 T.0 U.M.D. � wArERUNE ESMT � ��p Copyright 2017 � I �' '_-----_ I INST. N0. D01642486 ANq � SCALE: 1" = 30' � - � --�--__ -- o.R.T.c T Q sOl -I \ � � �r 6' LIGHTING, DUCT BANK _ g<o� TRI-COUNTY, & ATMOS I � _ I -'—___ DOVE ROAD C'i�s ESMT. � /� �' a o �y9T� OWNER: / / � I ��oo N 1800 VAL EY VIEW LOANE SUITE 300 /� / � W�E� FARMERS BRANCH, TEXAS 75234 � � VICINITY MAP � � \ (NOT TO SCALE) CONTACT: MEHRDAD MOAYEDI TRI-COUNTY � � � � ESMT. � � i � � BLOCK A �� 5 �� BLOCK P �� — � � �',�_ / \ � DEVELOPER: � //�CJ �y, � � � c Q` / - � � / EX 18 SER I//CE ° Ex. s' ucHr & �.e. ESMT. �� ` �� ` -� '�� VOLTADEREI LLC. c.c.F.# �z�soz�zo6 i/PaRKiNc & '� \ A�A� 7�r A� " � 1321 UPLAND DRIVE SUITE 3966 P.R.T.C.T. / ACCESS � / � 3' LIGHTING & STORM CO/Y/YEC//O/Y ♦ ' ,� ,� ESMT. ,' / aTMos ESMT. COIVNECT/ON c �� HOUSTON, TEXAS 77043 � � / ��'�� -� v / ; TEL: 716.998.3386 ` � W�E� ��,�' / � j - - - CONTACT: JOHN SCHOBER �► ' , F . �� j ��,� � � �� SS 1 � � � D.E. ' =` o - � , � . � ' � ,- � � �� P,RP` ' ' ' � , . , a � �� - , . � � � Ex 18" � cn - �,- .�� — — a� � 7�r A� / \ i a ��. � � Q � \� � � STORM � � .�� M ,� Q , -� _ �- � � �� V� PARKING &�ACCESS �'� � �� CONNEC//O/Y G�W� � _ ' , �, � � � � � � � � ESMT. � � � D.E. C � ' � �� _�,_ � � S � � , �,.. � � ' i , � ` s /" S a °° � ` W � , � � �i � �j � EX DUCT `r M y / � U z , � , - � � � � � SER I//CE � a ��.. Q � ',, a a V� EX. 10'x10' W.E. � � BLOCK P �� - C �� M SS a � � � � � 0 C.C.F.# D216027206 / / � ` C�NNEC��N __--- // P.R.T.C.T. / � � U � � w � , a ° ° � � / �A C � � � � 1 ' SS � a , Q a , - U z '� M \ �� `` `� � °� � � � � Q � �� \ � 6' LIGHTING, DUCT BANK '� � /� \ � �j � � TRI-COUNTY, & ATMOS _ � a � X z � z r , X � \� � � �� = � � ' � ESMT. _ ��_ Q Q �� X � _ — _ . �� - � — v O J � Q X � �'I / � � ildii��-i — � �n V � ,' TRI-COUNTY ESMT. � � � >�� w � �' �' � �� - -- wC m W JM J z Q � -- o � / % , G W � � �s � � �i � — J � � Q W � a � � � / �, V � � � m � / _ Q Z � .. � G / � o� � ' , ' '` Q`� 0 �\� �j � � � � SN � y / N W.E.�� ►" � � L.L LL � �'� � � � EX DUCT EX 18 ,% � � / O o , / � --- --- STORM �/ z z � 3 �Ri°ouN Y,&�aTMosK COIVNECT/ON CONNECT/O/V �'� /,�� ° � , � BLOCK B w � �j � � ESMT. //\\ -'G � ° � � � O � TRI-COUNTY ESMT. ,� � W.E. o I TRI-COUNTY ESMT. �-� /� a � ��,, �C�� ____ ___ ,� G ,' �;� THESE PLANS ARE ISSUED FOR � � � �� C �-- ' _ � ' '� � THE PURPOSE OF PRELIMINARY � � �' � �---- ` � - REVIEW AND ARE NOT INTENDED � C -_i -- , C� - _ C ��.=C�� , � _ c i�. i --- : � ; � F . _-- � - , ,'� �� OR CONSTRUCTION � ------ �� __ , WHEN ISSUED IN U� w\ c —c _ w-�. ' c� , � ___ �, � , v ;� � - � W � _,_ .--' �=� FINAL FORM THEY WILL BE � — �� „ - �W� � ��ROIV/� ��'w � � � �,�!�� SEALED, SIGNED AND DATED. J m _.___ -_-..__ _ � / ____� ... _._ _ _- ' a SS c! w� �_W---�--1�W— ' _ ; / �, �7\ � SS � J� i r C RESPONSIBLE ENGINEER: w - N � � •" S SS � �� q a � ;� BGE. INC. o � �� ' TEXAS REGISTERED ENGINEERING i \ � � FIRM F-1046 � L % �� SS . � � y' i TEXASJ RE�S RA ION NO E 88485 �, - -_ __- � '1 `i �� S� JANUARY 27, 2020 EX. 10'x20' TRI-COUNTY ESMT. N BLOCK M C.0 F.# D216027206 n NOTE: ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS ° , � P.R.T.c.T. c� EXISTING FOR THIS PLAN SET ! ! CAUTION ! ! ai � a \ o ----_ �,J � Contractor to Verify exact location +, � �� & L'cpth of Exist Facilities Prior to � III�� EX. 15' D.E. � � � � C.C.F.# D216027206 �� .�1/ �� ° � any Construction Activities n � , P.R.T.C.T. ` �;, -� Cj �� l� ° �"� C A U T I�N I I I � TBM1 - °❑" Cut in median nose located N 700 feet southeast of intersection of Davis coNTACT: �-Boo-DiG-TESS / � %8 HOURS PRIOR TO CONSTRUCTION � � � Blvd. and Dove Road. Elev. 668.96 o . 0 U � � o / �� " , � TBM2 - °❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. REVISIONS ,�, ; � � Elev. 679.58 REV N0. DATE DESCRIPTION � �o / a \ o TBM3 - °❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. c� � � , ' �� Elev. 683.26 d A ^ � . . . . , ,_ n n � TBM4 - ❑ Cut in median nose located N600 feet east of intersection of Davis Blvd. � and Dove Road. Elev. 648.47 m i � � 0 �� LEGEND v� DRAWN BY: ° �H� PROPOSED FIRE HYDRANT �; CHECKED BY: � o SSMH PROPOSED SANITARY N � MANHOLE DATE: 3 � � PROPOSED STORM INLET � PROJECT NUMBER: � FDC,u, PROPOSED FIRE DEPARTMENT CHECK 0 Y m � PROPOSED DUCT BANK PULL BOX Sh eet N O. � 0 � W PROPOSED WATER LINE S TO R M A N D D U C T � ss PROPOSED SANITARY SEWER PLAN � ' C PROPOSED SINGLE CONDUIT DUCT BANK � PD SITE PLAN PACKAGE NOT ; � U PROPOSED STORM SEWER � � O z� T O U S E D F O R C O N S T R U C T I O N . �� SHEE-�,o oF �,� m� � TROPHY CLUB o o � ❑VERALL LEGEND --___ � J ,��o ��,� } FH �,, --___ ��.�� CRE��'� �BOB JAMES PROPOSED FIRE HYDRANT ��,, --____ � � �SN Medlin MEqO� �'� Y J ,� ,, ___ �� 5�� CemeG�J� Coul se � � o = _ \\�� \ SVN TROPHY �2�� P �/� SEMINOLE W -c� � � - SSMH \�,\ —'--___ ''--__ _ _ �c.`��9 op o�F FRESHMEADO`N Wa Z N e PROPOSED SANITARY � � MANHOLE \� \ \, ��--___ --___ 114 � ti N = a X � \ \ � ——__ ——__ � s�G �u� �N�ERNESS I W PROPOSED STORM INLET � � � �-�_ `,� `-�---___ -'----___ � � � ��'m� � I Q �O � ��_____ _ `�----_____ -----_____ � \ � ` = BGE, Inc. PROPOSED STREET LIGHT � _ � WESTLAKE � � INVERNE � ;'� __ -____ � ____ ___ �N � 2595 Dallas Parkway, Suite 204 EXISTING TRANSFORMER ,� _ -____ '---___ -�---_ '�---____ '---____ � �� ` o Frisco, TX 75034 LS PROPOSED LANDSCAPE ------_ -'�---_ - - � `- --_ - --- �I�� Tel: 972-464-4800 • www.bgeinc.com � � A _----� -----___ '----___ K,N� TBPE Registration No. F-1046 EXISTING STREET LIGHT Q 15 3o so � ____ N��RRA �----_______ -----___ �'----____ Contact: Jason Frey ,-'� -�---__ - -__�-_ --�--___ �'---- � 114 Te1: 972-464-4821 cAs EXISTING GAS METER SCALE: 1" = 30' � � ''---__ � ----�-_ - � � Copyright 2017 ti1Er�R � / i ---_ \ _- � '--_ �-,_.. I - - - cn g�. � _ _______ Q SOLANA EXISTING ELECTRIC MANHOLE � ' _--�, � --_ � � ----_ � ��r EXISTING SIGN � I �� \`,, � INSTALL STORM INLET DOVE ROAD t� �,�s sicN � J PROTECTION o ��9,�� OWNER: � EXISTING FIRE HYDRANT / � , \ a � '' / ;� � ��, ��.�°° � MRW INVESTORS, LLC. / � ; '�� 1800 VALLEY VIEW LANE, SUITE 300 � '� � � �� VICINITY MAP FARMERS BRANCH, TEXAS 75234 � ' � � (NOT TO SCALE) CONTACT: MEHRDAD MOAYEDI / � ' � � �� / � � � ��, /' INSTALL STORM INLET � ,� � �� PROTECTION / � �' �� / � INSTALL STABLIZED / � BLOCK P CONSTRUCTION BLOCK A �� 5 �n�' ,�'� � � � ENTRaNCE �EVE�oPER: �' p5 v ' � ' �' �� . • � � • . „ , �� / � i'� �� ' VOLTADEREI, LLC. � �' �� j / �� ' 1321 UPLAND DRIVE, SUITE 3966 � ,� ,, �� - / ,, � � HOUSTON, TEXAS 77043 �i / ,, / / ��, � -_� � , TEL: 716.998.3386 � �� , j / � � � . �� . ,,� , ,. ,� CONTACT: JOHN SCHOBER � � �'� � � � � �P.� � •-� , — _ � , , , � \ � � >;� � , � i ,� , . � P � v� ,,- � �� , �, . � ;, � � � �� i h �� . ° � Q a \ � � / ,- � ° o � , . � . . . � ' � x \ � , �� w � � / , � �� / / J � / �� /� ,'� ,�� I �,� � i � INSTALL STORM INLET W � � �� ,�� / � � ��.- � , ' � � � PROTECTION � � Z I � � ' � � � i Q � � � � � - \ � / ,�' / � BLOCK P ___ ----- FURNISH & INSTALL: INSTALL• STONE � Z w O I ' // � ,,-�'"� 4 1 1 L F O F . � O V E R F L O W S T R U C T U R E (� r 1 W � � , / / � , � � SILT FENCING � Q �'� U Z i `�'' , i INSTALL STABLIZED �� ,' � / � � � ,, , � /� " � � � � � W X � CONSTRUCTION � � � , � � / � � . � Z Z X � ENTRANCE� � �, � ,= / / ��` ,� ° � INSTALL STONE � � Q � Q � � X � � � � ,� � / / ,� , OVERFLOW STRUCTURE V � � O � X W � � , p� � � � � ,�'� ' • _ - - w m J J C� Y � � � � �' � � � 1455 �LF OF INSTALL: � � W � � � Q a — — � � / �� '� � �� SILT FENCING _ _ so' Min_ _ _ � (� � m W � , � � `� � --- __--�� ' ,' � �� Concrete Boulder Type Rip Rap, � � � �I �� 6rade to Prevent Runoff from �/ �� / Leavin Site L�— � � � o � / �� / � I 9 �Iter Fabric � � O N � � / � i ^ � � � i � __ — - � Z � ,�'� � � BLOCK B � ° . w � � � / � • � Q o �, . -3p / D s e �D • � � j INSTALL STORM INLET ; • s , . � ' P R 0 TE C TI 0 N ,'^`.�\� � a � Existing Grade Roadwa � ��_� ___— - � o --------- - , . � , Y THESE PLANS ARE ISSUED FOR � � � o , _ __---__- ,� 8 -__-r � � • � � P R OFI LE THE PURPOSE OF PRELIMINARY o '---___ ��-----__ __---' , • < ,� ; ,° . , � �'�- _ `< � � , • / REVIEW AND ARE NOT INTENDED �_� ----" a , �' � � " ' � � �� • • `�'��,\ _ � / FOR CONSTRUCTION. al , � �'-------------- . , _ i �� i . � o J J • �� ` � , • < �,, , �' � ;� / WHEN ISSUED IN U � � � 8 a a a a � A - � v^ a 1\ � � �9 a � • ° ' GI ' � / 50' Min. �p . FINAL FORM THEY WILL BE m . � � � ' 8 ' • °J RONq J . • / � — — — — — — s SEALED, SIGNED AND DATED. � � / a \ � • / I Transition to Roadwoy� . +, � � � _ , . RESPONSIBLE ENGINEER: N \ � � � �� . � ° BGE, INC. � L _ OVERFLOWTS�TRUCTURE INSTALL STONE � o, — + TEXAS REGISTERED ENGINEERING .- cy�- � n JASON A.FFREY6P.E. � OVERFLOW STRUCTURE � L .� • . TEXAS REGISTRATION N0. 88485 N � � Radius(5' Min.) ' . JANUARY 27, 2020 � ,� • . o � BLOCK M \ INSTALL STORM INLET R,o.W � � CAUTION ! ! a� � I PROTECTION — o <,-' - Contractor to Verify exact location ;, � ( �� W & I)cpth of Exist Facilities Prior to � �� any Construction Activities � � � � � :� . � STAB � ZED CONSTRUCT ON ENTRANCE �A�T,oN , � , , , . o � '� � � %8 HOURS�PRIOR 8 0 CONSTRUCTION � � , � TOP VIEW � I � �ANY LENGTH PLUS 12" TD SEAL ENDS� REVISIONS ,�, I / • \ REV N0. DATE DESCRIPTION 0 1 � � , � � , � � , � � , � �• , � �•, � �• , � � � �A�R�p� � / \ ., � , %: , %: , %: , %: , %: ;%: , %: , � � � �� , � � , �� , �� , � � , �� , � � , �� , �' R� ,., :;;%,.';;!:;;!:;;!:;;!:;;%,.',%;;:, I Fl��R�AB I ~ � � � � � � � %�''%�;�%�;�%�;�%�;�%�;�%�;�%� 19' a ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' � � , , � , � , � , , � , I , , , ; , , ; , , ; , , ; , , ; , , ; , , ; � ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' 12" � , � , � , � , � , � , � , � , % o�P�5�AR1 � ;; � ;; � ;; � ;; � ;; � ;; � ;; � , , , ; , , ; , , ; , , ; , , ; , , ; , , ; , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , � �� E NOTE: STONE OVERFLOW STRUCTURES OR Silt Fence General Notes Erosion Control Mat Notes . , � � , � . , � � , � . , � . , � . , �� 1. Steel osts which su ort the silt fence shall be 1. Erosion control mats shall be in com liance with � � � � � ' � ' � ' � ' � ' � o c�A 10 OTHER OUTLET CONTROL DEVICES SHALL BE P PP P� �I BE 6' � \ FILTER FABRIC MATERIAL SECURELY INSTALLED AT ALL LOW POINTS ALONG THE installed on a slight angle toward the anticipated NCTCOG Best Management Practices. Erosion 10 \ I FASTENED TO THE POSTS OR (IF USED) FENCE AT A MINIMUM OF EVERY 300 FEET. runoff source. Post must be embedded a control mats may be used in place of, or in � v� �� THE WIRE MESH. minimum of one foot addition to silt fence for sheet flow filtering ; � . ; %. ; %. ; %. ; %. ; %. ; %. ; � DRAWN BY: . � i � . � i � i � i � . � 3' 0 2. The toe of the silt fence shall be trenched-in a lications. ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' � STEEL POST PP � o with spade or mechanical trencher, so that the 2. Mats shall be installed and anchored securely to — - - — 4' 11N . .- APPROXIMATELY 8" OF FILTER 5 MI down slo e face of the trench is flat and the round in com liance with the . . . . . � w � FABRIC MATERIAL MUST EXTEND � En. SpE $, perpendi u lar to the line of flow. Where silt manufacturer's recommendations. ;% ' ;% ' ';� ; ;% ; ;% ' ;% '�;% ' ;� � �� e� CHECKED BY: i � i � i � i � i � i � i � 4' ' �' ' �' ' � � ' � � ' �' ' �' ' �' ' --b a� � — ` INTO A TRENCH AND BE ANCHORED MqX, fence cannot be trenched-in (e.g. pavement or 3. The width requirement of the erosion control � o � �`�' fOR ADDITIONAL SiRENGTH� / WITH COMPACTED BACKFlLL MATERIAL N rock surface), weight fabric flap with rock on mats shall be comparable to the width of the � � � ��y� FILTER FABRIC MATERIAL MUST � uphill side to prevent flow from seeping under disturbed surface to be filtered. The minimum DATE: 3 � 0P� BE ATfACHED TO A 6-INCH RUNOFF � SILT FENCE fence. width shall be 10 feet for Single Family lots and o � (MAX.) MESH WIRE WHICH HAS — r//'� ��Z H 3. The trench must be a minimum of 6 inches 20 feet for Commercial applications, unless S I D E V�E W E N D V�E W � i i BEEN FASIENED TO THE POSTS. � �� deep and 6 inches wide to allow for the silt otherwise approved from the Storm Water Utility i� � �i� y - - z l� �' fence fabric to be laid in the ground and Manager. N OTES: PROJECT NUMBER: v �'�� i� � backfilled with compacted material. 4.The width of erosion control mats can be 1. STRUCTURE: 1/4" GALVANIZED HOG PANEL FRAME. o i� i APPROXIMATE 4°X4" 4. Silt fence should be securely fastened to each reduced when used in conjunction with silt fence 2, FABRIC: GTF-400 9oz WOVEN MONOFILIMENT o . � �i�� ` 1FtENCH steel support post or to woven wire which in and block sod vegetative buffer strips. In no FABRIC SECURED WITH "J" CLIPS EVERY 8 INCHES. ��i�� OF turn is attached to the steel fence ost. There a lications will erosion control mats be less S h e e t N �. � � \'� � - - \ ,� /� STONIE EA� SIDE shall be a 3 foot overlap, securely fastened than 4 feet wide. 3. GRAVEL BAGS: UV PROTECTED FILL WITH GRAVEL OR ON SITE DIRT. cn �,OW OF SIL`� FENCE Where ends of fabric meet. 4. GRAVEL BAG PLACEMENT: ENDS, TOP AND CENTER. � 5. Accumulated silt shall be removed when it E R 0 S I 0 N C 0 N TR 0 L i 1 1/2° FILiER STONE 4 �r ��\ reaches a depth 1'. The silt shall be disposed of ADVANTAGES: \ at an a roved site and in such a manner as � I N S T A L L N G A F L T E R F A B R C S I L T �E N C E %�%� � ,�� PP A, EASE OF INSTALLATION P L A N � � � to not contribute to additional siltation. v� ��%�%� �/ / 6. Silt fence shall be removed when the site is B) EASE OF MAINTENANCE i %�\�/��i��/�\� com letel stabilized. C) HINGED AT TOP AND BOTTOM TO FIT MOST CURBS ' D) CAN BE REUSED ¢ PD SITE PLAN PACKAGE NOT ��\�� 9 9 0 7. Rock filter dams shall be used at concentrated hi h flow dischar e areas in lieu of silt fence. i U� z� TO USED FOR CONSTRUCTION . S �T FENCE STONE OVERF�OW STRUCTURE HEAVY DUTY CURB NLET PROTECTOR �% SHEE- �„ oF �,z m� � TROPHY CLUB o o � � � ___ J �o o �� } -'--__ ��t�� CRE��G�� BOB JAMES \�' EXISTING' STREET LIGHT � � y�SN Medlin MEqO� �'� Y J � Cemetery Golf 2 � � � ��,, �Ez� ��( �,J� Course � � _ � � 5uN5 TR�pHY� 2 FAlh�,q SEMINOLE �-� � \�, _ ��c�` 9 �P ��qGF F �c=i o voi � \ \�\ --_ -__ � 114 G� �'v r � o o RESH MEADOw W W Z Q \ � \��_ � - ----- � � s G'?� p� �� IN�ERNESS a x � � w \ � � f�i . : � - _-_ _ �r�� I Q , - ----__ < 2 J ----_ '---__ � � _ � / '--_ - -_� \ � ` \� �� _ - -___ --�---____ ---____ WESTLAKE � � � ��INVERNE � 2595 Dallas Park ay, Suite 204 � � - �-- �-- � � �� 0 _ =-_ �_ _i __ � -_ - �__ ��: �--____ Frisco, TX 75034 , � --_ C �� __ � - �� Tel: 972-464-4800 • www.bgeinc.com � D EXISTIIVG STREET UGHT K�N� TBPE Registration No. F-1046 1 _ ` � _ -- O�q � ��- . RA ��-�_ _ -�'---____ Contact: Jason Frey � � = � '� - - - � �� - �--� ___ -''---- a 114 Tel: 972-464-4821 _ - � .--� - -- __ � �__ __ � �� Copyright 2017 \ < _ - � '--__ I ��'_'--__ > SOL 0 15 30 60 � ,�� . ANA -__ _ __ a \ _ o � ----- -"� -'-- ��r -- g<° � DOVE ROAD �'i��y,� `� .___ SCALE: 1" = 30' � �' � _ �yT� OWNER: � � U � �_ �.�°°� `� MRW INVESTORS LLC. �� '�� a � � 1 00 VALLEY VIEW LANE ITE „ , - --� � 8 SU 300 �� VICINITY MAP FARMERS BRANCH, TEXAS 75234 � �� , � I (NOT To sca�E) CONTACT: MEHRDAD MOAYEDI �� / � i / o � � I � � � � � ' � � -- i � � � � � � � � _� i �� , ' ;� � � \ � DEVELOPER: �� --_ _ � . � �� / �� / � - ` - VOLTADEREI, LLC. �, �� i , / / � � � . , ' �� 1321 UPLAND DRIVE, SUITE 3966 � � � -' / �, � , HOUSTON, TEXAS 77043 � ,- ,� / � �_ TEL: 716.998.3386 � �� -' � / � � � , -- � � , � � CONTACT: JOHN SCHOBER � _ < � � �. � - -- "a � / � � ,� -% — � / , \ � � � N � , � � , , , , , ,, � , , � �� ,- � � �. �� ,, , '�- � �►Q � , � / , , � � � P � �� / / , �� V � �, .. 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O� ,;�,�. ,. 3 �^� �; �; ,�' �` � ;� // THESE PLANS ARE ISSUED FOR � � ��- -�� - �� , � - � � �-� / „� � THE PURPOSE OF PRELIMINARY ; �� _ ; �� ,'� ----__, � - " '� � ° � _ `�� ' REVIEW AND ARE NOT INTENDED � � � �. ai \_ , _ -,-►'C �. _ __�— - --- - ` ` - _ � ` � �// FOR CONSTRUCTION. , ;. - _ � � r = WHEN ISSUED IN � -- � - _ - _ i _ � � o - v , -- - y , ._ . _ -__ .__ . U • __ . . ' __ ___ _ " . LL ...,.1 � 1 , / �� GIRpN - , _ � _ � _ , '� �%� � F NAL ORM THEY W LL BE Jo - A _ _____ _ � •. � - . I F I _ � � � " � ' � SEALED, SIGNED AND DATED. m �� - ,; - � � a� i V ' � - / — - - - - — . � - - , a --- --- , � -- --- -- � � o = - � --- - �� , / / � � ---- — , ,, � ----- �` �� _= RESPONSIBLE ENGINEER: � ��` ��, � � --_-— - N — __V�1I - BGE, INC. �.. _ o =— -_ � � � �� _ �, � TEXAS REGISTERED ENGINEERING \ _ ____ = ; FIRM F-1046 �, � ___ __- _--- — .. � JASON A. FREY, P.E. � , � ,� �� TEXAS REGISTRATION N0. 88485 `i I�' �� \��, oA, JANUARY 27, 2020 o ° � � ' o I ''i � � CAU TI ON � � �I � �i� — �� o EX/STlIVG' STREET UG�HT ; �� Contractor to Verify exact location � o,� a ;, �� <� �� & I)cpth of Exist Facilities Prior to � � / ' � � any Construction Activities � , .� � _ i; , � EX/STING STREET L/GHT �� ,' � ° CAUTION ! ! ! o � j�' ° ❑VERALL LEGEND %� HouRs�PRioR 8 o coNSTRucTioN � Ia � r� I \\ � � � � �� PROPOSED FIRE HYDRANT REVISIONS ° � REV N0. DATE DESCRIPTION � I ��\ � / �\� ao� S�H PROPOSED SANITARY � ; � �\ � � MANHOLE a I�, � , � ' \' `=' PROPOSED STORM INLET o a—p PROPOSED STREET LIGHT m � EXISTING TRANSFORMER 0 a ,�.� LS PROPOSED LANDSCAPE in DRAWN BY: � BM1 - "❑" Cut found on top of curb at the south median nose approximately EXISTING STREET LIGHT ° 691 feet southeast of the intersection of Solana Blvd. and Davis Blvd. wElev. 668.963' CHECKED BY: Y EXISTING GAS METER � BM2 - "❑" Cut found on top of curb in the west turn lane median at the EXISTING ELECTRIC MANHOLE DATE: � intersection of Davis Blvd. and Hwy 114 approximately 38 feet west of the � centerline of Davis Blvd. and 8 feet southwest of traffic signal pole on EXISTING SIGN �, southwest comer of intersection. PROJECT NUMBER: -� Elev. 667.93� , Y EXISTING FIRE HYDRANT m TBM1 - "❑" Cut in median nose located � 700 feet southeast of intersection of Davis S h e e t N O. i � Blvd. and Dove Road. Elev. 668.96 � NOTES: EXISTING LIGHTING `� TBM2 - "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS � Elev. 679.58 EXISTING FOR THIS PLAN SET PLAN �' 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS ' OTHERWISE NOTED ¢ P D S I T E P LAN PAC KAG E N OT 3. EXTERIOR ARCHITECTURAL LIGHTING PER THE DESIGN % GUIDELINES. U� z� TO USED FOR CONSTRUCTION . �� SHEE-�,z �_ �,z m� -SHEET INDEX- SHEET NO. SHEET NAME AO COVER SHEET A1 CATALAN ARCHITECTURE A2 SITE PLAN r-_� A3 LEVEL L1 -OVERALL FLOOR PLAN -- A4 LEVEL L2-OVERALL FLOOR PLAN -�--_ A5 LEVEL B1 -OVERALL FLOOR PLAN -' � A6 LEVEL B2-OVERALL FLOOR PLAN �'` ' --- A7 LEVEL B3-OVERALL FLOOR PLAN � - PRI�/ATE CLUB � � � � �-��_ - A8 OVERALL ROOF PLAN ' �_ r -_. - �� A9 EXTERIOR ELEVATIONS �S ° � �''��__. . ��--�- __ _ _ .__� � 1-=� - A10 EXTERIOR ELEVATIONS �_� � -- ; _ � - - __ A11 3D PERSPECTIVE RENDERINGS ^��CK H ��' � f . R�TA" � �-_ E N T RA DA B L O C K P Al2 CONCEPTUAL VAULT LAYOUT � -K� .s�,. , - — -___� A R C H I T E CTS -�s � � --- ----- �� _ � ! � � � �'�-- 4700 W ESTGROVE DRIVE,STE 200 J . ',�> �y _-- =-�� - --�-__ VOLTA DE REI AREA SUMMARY ADDISON,TX75001 � � ` S E Q H WY 114 & DAV I S B LV D PHONE 469-857-3151 _ — ' ��CK P s . L� .� _. . - r � FUi��kt.r�;_.:•.:Y:::;;i:,._,y r r ' OO BUSH ARCHITECTS,LLC-2019 _ l/ �� F � WESTLAKE, TX 76262 1. (14) HOTEL ROOMS, TOTAL HOTEL SF = 20,992 SF ' �� " �r - `� Mixea � '� � � . `r - "" '°r��• _:]�'� � u5E � A. 4,498 SF PER FLOOR, FLOORS 1-4 � ._ _.--- �. B. 3,000 SF, FLOOR 5 � " � ' ,,� ' �'�r BLdCK B � � 1 � �4_!�° �` �r ' �: _�-,`�- '► ,� � � gi �� - 2. (16) VAULTS, TOTAL SF = 118,689 SF - � � �� i~ �-- _ A. VAULT INTERIOR AREA = 101,195 SF :':;� ��Ai�' B` �0 1� ► � t � nnixFou�e �� --_ B. VAULT PARKING AREA = 17,494 SF �.]'� ' D I � 1 � ---- ART — � �_ _ � � i _ F� � � � - - � 3. RESTAURANT / JAZZ CLUB TOTAL SF = 17,467 SF � Y . '- �_� A. RESTAURANT = 11,876 SF N ":..;r.;:� RESTAl1RAIV1 _L � I,' - `, '`�`��.;, � [� . r R E C E P 3 l O N B. J A Z Z C L U B = 5,5 9 1 S F - '� � �. BLflCK CaNFER�1�l��:,:;:..•: �J R _. � N � � _ " 0 , ; : � 4. RETAIL TOTAL SF = 41,718 SF a � "� ' � `� � _� 5. OFFICE TOTAL SF = 17,097 SF X � - -- �� :':�.�,.' ` ,f' � � \ CHAPEL rowr��aci ' ;r � .,��';�': � �: . � , ��- 6. MECHANICAL / PARKING TOTAL SF = 123,152 SF ~ �� ° , �. `` ^ ;,��,�� ;; ; � . ; , ' : -� _.-�.,_ A. SURFACE PARKING = 21,762 SF � Y `` - o�Sti � �,�` � /;� �'� -� B. B1 SUBSURFACE PARKING - 75,374 SF Q � •�'� �/ � :'� ' . � � � C. MARKET/BAKERY PARKING (x2) = 26,016 SF m � � � \ �' � ��' '�tEs f , � � . � O (n . \�� . \ Mixe� � . '...... - � . : ',� ' . � `` . ifSE BLOClf l ART ,. �`� J J w �� : � ` � ` � ;� � . . '� ` TOTAL ENCLOSED SF (L1 + L2 + B1 + B2 + B3 + HOTEL) = 339,115 SF � . .f, V ,/ � �:� �� PL B OCIC lC�R T/�kES`�``'� /�(� !� ?C 4 m . , , ..<. � � � . � o � • .�: /'� �,�.� . � � ` � J ; � ` � , v�� ' / ' • . - � � � m '~'` _ f ` �'� � � '.�• �� T�� •\ r.�' .'� ��`` ` � , Bi.00K H BLdCK G BI,flCI(F eiUCK� � '� g ' f . � R.F5.1:.. \ � '` Q Q Cn � ,1 COND❑ , � . . �, .�. ,i;, /f � � . �%� � � -. > > �� ---- _ � _ �� .;�. � � � a � RESTAURANT l �Y' g � �! � , .� � ' � ��' � ,f � ^ � �. � " . r �: I..L ' '_1 � �� - � ..} . '�, ' -1 _ y' . .�'R. � , � -. L • �� 4'� . �;�i F�, • • �� \_ •.1� V �` � �' { �, RWEN ti r . '• `1 . _ + :. \ � ' � � ':� 1 � �� • f .r� � � k- � � `'� �� i r � � '� � _ - `� J � 1` _ J , : � f�- - � � Z � `'' I I � � � ��r � -!�' W � l � ��_ � :: w ��ti , l� �� , -` v� 1 -- � � � � —61.0�:��... �` -5�. % 1' s�o�=�:.•: '' �'�a BLOC3C.f � 1, ] � , �� _ . p �`. ., �1 � �` :'� �� 0 � ; ,•. �� ' : . . VICINITY MAP �� L i a�ocK� � � `` � .; >. < � '�: \ \\ `. \� \� _ \� . \\ -. �� . PROJECT LOCATION �' . , � ``�` �=-:.�, '-� �'�„+ _ � �......';��.: �I`�� _ _`'� , . ��7 ,`�`,;�..,..,--- - �`�� _. � � r.• �r �ti� � � '1,�,-r��.�::a.'� �',.?cv� ...�� R'S �__.-� - .� ?.�� , 1'�`yc �.. .� y�-+J_.� � �� - _ M1�}~@_ � ` •� A�; �-. � ..•� � ��, ; �is• ,'�ti �� ` ` :On�_ , � + :. fM1 . . ` - , "- � �'" � -� �:��, �1 ��.t. _ �.' _ �/..,;:...'"' F w►►e � � i � �-�• •. _ ^�r�--"� \` . - •' J.��u.�� ti ..-� - . �r.. . � '1�' ��.�'�;'-,• M . : � �� _�� ,�R ��:i t'_ .r....,. , - .!. .� '�'`�',/1v�� - ._�� ._= � � ,_ ti ,�-��a ,'�,�:.'ti-' ' ` - , °�,-. Y� �,�, ,, ��: :i ' � i �Y�.��bN'. � �r. ` ;,,� i' ' . r•�4�, ' �r�,��'- ;.a� � , r ,"�, � ��:i--;��;�,��^�� ,� *'r• �.�i � �f- ' � !-�R+'+i;:' c �: +�� rt. i �.' T. --� � +i ,i i .� �=��` �/ ,. :.1 : , � ■I .,yR' '•i� .�f��l�. • � •5..�r, � DESIGN TEAM " ��' . "�� , �Y �. � , �, P S'.. a�!1{,�. �. ' '• .�� N ,,.A � , nTe" �.� ,�, ��.- ��.r`•.�• �tn# ir.� �� '�, r� !��-�e`S. � .w? ��. I L�r'"�:� •��' .. t J�JF �Y_�� i ��- OWNER: MRW INVESTORS LLC. AR HITE T: 6 H AR HITE T LL CIVIL ENGINEER: BGE INC. LANDSCAPE ARCHITECT: r`�`� 1� �� '�� ~`� C C US C C S C �� ' � � �` , , , ��-�:�`;;� ,° ..��¢ ,_�-� �__ �:. � STUDIO 13 DESIGN GROUP, PLLC CONTACT: MEHRDAD MOAYEDI � CONTACT: MICHAEL ZIZIK CONTACT: JASON FREY, P.E. ISSUE LOG 1800 VALLEY VIEW LANE, SUITE 300 4700 WESTGROVE DRIVE, STE 200 2595 DALLAS PARKWAY, SUITE 204 CONTACT: LEONARD REEVES, PLA, ASLA, LI NO. DESCRIPTION DATE FARMERS BRANCH, TEXAS 75234 ADDISON, TX 75001 FRISCO, TX 75034 386 W MAIN STREET PHONE 469-857-3151 PHONE: 972-464-4821 LEWISVILLE, TX 75057 michael@busharchitects.design JFREY@BGEINC.COM 469-635-1900 LREEVES@STUD1013.BZ DEVELOPER: VOLTADEREI, LLC MEP ENGINEER: COUNSEL ENGINEERS CONTACT: JOHN SCHOBER CONTACT: WILLIAM A. LEE 1321 UPLAND DRIVE, SUITE 3966 4020 MCEWEN,SUITE 105 DALLAS ,TX 75244 HOUSTON, TEXAS 77043 T 972.707.3540 P H O N E: 716-998-3386 C 214.632.7766 PROJECT NO: 18-020 wlee@counselengineers.com ISSUED FOR: DRAWN BY: O BUSH ARCHITECTS, LLC -2020 DATE: 03/10/2020 THESE PLANS ARE INTENDED TO PROVIDE THE INFORMATION NECESSARY TO COMPLETE ENTER PROJECT NAME HERE. THESE PLANS MUST BE FIELD-VERIFIED BY THE CONTRACTOR. ANY DISCREPANCY, ERROR AND/OR OMISSION IS TO BE IMMEDIATELY REVIEWED BY ARCHITECT AND OWNER BEFORE ANY CONSTRUCTION OR DEMOLITION IS COMMENCED OR PURCHASES MADE. NOTE:ALL FEDERAL, STATE,AND LOCAL CODES, ORDINANCES, AND RESTRICTIONS TAKE PRECEDENCE OVER ANY PART OF THESE PLANS WHICH MAY CONFLICT WITH SAME,AND MUST BE STRICTLY ADHERED TO BEFORE AND DURING CONSTRUCTION. THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O.AS AMENDED JUNE 2016 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. COVER SHEET SHEET COPYRIGHT PROTECTION INCLUDES, BUT IS NOT LIMITED TO THE OVERALL FORM, ARRANGEMENT,AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS,WORK OR HOME REPRESENTED, CAN LEGALLY RESULT IN THE CESSATION OF CONSTRUCTION OR BUILDING BEING SEIZED AND/OR MONETARY COMPENSATION TO BUSH ARCHITECTS, LLC AO � � � �� S I�' � I � � - ��7' . �fy��TL- .;�6Nw:w:-�. i�. c.,1 ..' ' .. I -.��-�� ti . - �- . _ .. 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N� W � � -_---_-- � 44'-0" 20g�_��, r o MECH � � 'i ~ - � `' 1192 SF �' --- --- �.. 3g'-0" c`�o . j ?' `� ' 32'_p�, � N f ,,I;' -..---- -- 3�p 30 � � , ,,�'``. i'' r''I,` � ��.,A GARAG E . ` ----_- --- - -_ 24'-0'� _ � ' DUMPSTER '��, ?� ; � +, `�� ENTRANCE � `•� ---- - _ N 615 SF �� • BELOW _ _ � �- �� . � ---- ---- ---- w HOTEL il j}� `� � '� � �' -��--s_ CI� - � VALET �' � /� � �"- ��,,�,T.,j . ./ i 1 1• '. . \lY \ / 7,• � "' _____ � �� -: - �. � HOTEL ` . �' �1' :;` � --- • , '-'%q', 4498 SF �} � . ,` i3: � (14 ROOMS MAXIMUM) � �. �. ` �' f` '['��; y=ff� . , ---- .. � �� R V l�-_____::-:: ' ' , TAIR ARTISAN BRIbG F _ MARKET/BAKERY ! ��- � 295 S ELEV � 1812 SF '� 140 SF 12744 SF � � . , ; ,: , , ; O _ ^ � i r � ' `:,, 12 / o, , /;%� ' v� ,\ � 0 � �� ;L v- �'/�c�:.., ' 3�� p, � � � �: .. ��' _ - � � MECH �' ' ��: \ � RETAIL 1 °ti p� `L�' COURTYARD 3 f � ---.- RETAIL 8 , �CJRFAC AR �''� � '� 189 SF ; ,%,- ,. 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' ,�o , �j � .. � � �` �;��. _ STA " ' ':. �. ,� 2g'_4" 2/ BOLLARDS ALONG REAR EDGE OF o, ,'� f ' �� , rJ/ • � � �.; p . `� l'�:� �;, � :- RES - '4'-5�� 3gA10 PARKING AREAS TO SEPARATE '..'. ;' �� r �'� r'�g, 7-' �o� � �"'p�., ,' 665 SF � 1" 1 PEDESTRIAN TRAFFIC °-� � - ' � - ' ' `U`, ,; ,:" �\��G ;' 6�' fyir'� COURTYARD 2 � .� <T . : � � �9p'-7�� 39'-1„ � ' / � � � 8039 SF �� REST PATIO � � 47�_�,. �' , r ; f � ' ;1536 SF L /��.� , � � 1� 12 ,. ,�� PUBLIC ART � •� ,� ��'�r°`• � '� , �O� ' ,� �� ;, LOCATION ° ,� SIGNAGDING 0 0 _ ;' �.a�.:��.; ti ;. \ �� '�; ':.� : � '.� �'':_;% � ,�� '� S � ��' ' � . --- - - f� ARTISAN BRIDGE SHALL , �5: � LOCATION MEET FULL CLEARANCE ,, RETAIL 2 " p,,'�.\ - ,�� f� / % 6927 SF �� RETAIL 6 � � '� _---- -` REQUIREMENTS PER TOWN �� - % ; ; �;�" �5' ` '� 274 SF _' - OF WESTLAKE FIRE MARSHAL, ' ' � � MECH MINIMUM 24'W x 14'H EA SIDE STAIR � � � ��;, ' , , ',.. O 323 SF-, ' '� 12 t� 98 SF , . � ,��, �� j l �✓ .i � �� r , - \ �-��::� O / 1 / �\ �� \ /, POTENTIAL MECH r� Y ' "v p0� j', ,� CROSSWALK LOCATION s' ✓ ' � � �� 132 SF FIRE STAIR 3 � ' MECH '� ;: ;� � '�� ,� Y ,�%l' PUBLIC ART 236 SF ,�'� :'ELEV 121 SF �� % � � ,�p LOCATION o ° �-; , ' 132 SF - � � � _- ��-�—_-- `�' � .O � i� '� e � � . .._ . .. i e. �.\. � WAYFINDING � f . - - c�usrERMAi�eox '� � �� `' COURTYARD 1 �'; , � ' SIGNAGE UNITLOCATION `~ � ; 16955 SF ' "-- -- LOCATION '; - '`� _ �`' �., ,�' RETAIL 3 �T ELEV__ STAIR f � . , 4492 SF 143 SF . �255 SF `� , RETAIL 5 �-..,� -�1_ - ';:, \ ,: n ; � �' ��, ❑�� ,. � 1803 SF '"� � r 12 � . RETAIL 4 `. � �,.d,� , `L�� 2097 SF �� ' COLOR LEGEND L J STAIR 2 'MEC �'>:%., � _ I _ _J__ - STAIR '�;,;% � 139 SF_ .. O PRIVATE VAULT 0 ARTISAN BRIDGE 0 REST PATIO ISSUE LOG -�;:`;:....:.�.'.-'� - 615 SF 6" `=-�=" i- �-_� ' --- - . • �,Y ---------. -_-_-_ -_ ---- -- - , STAIR 3 ENTRANCE BELOW 0 COURTYARD 1 0 RETAIL 1 - __ — . . • , �r� O COURTYARD 2 O RETAIL 2 NO. DESCRIPTION DATE �- - _-----` - � --_ `�r O 0 COURTYARD 3 0 RETAIL 3 ---- __. --- ----�- __ .:: : _1/A9 ., ` ';' � �,� i - �.,, f. 0 DUMPSTER 0 RETAIL 4 -------: _ _..- - - -_ �- ,� 0 ELEV 0 RETAIL 5 - . 0 FIRE STAIR 3 0 RETAIL 6 -GARAGE ENTRANCE 0 HOTEL 0 RETAIL 8 BELOW 0 MARKET/BAKERY 0 STAIR 0 MECH 0 SURFACE PARKING 11'-6" 20'-0" 27'-1" 86'-6" 9'-11' 39'-10" 25'-6" 17'-6" 0 REST 241'-5" 3'-6" PROJECT NO: 18-020 ISSUED FOR: OVERALL FLOOR PLAN - GROUND LEVEL 1 DRAWNBY: DATE: 03/10/2020 � 1 � �. �� ,� 1" = 30�-0�� - LEVEL L1 - OVERALL SHEET FLOOR PLAN A3 us AREA SCHEDULE - LEVEL 2 ARCH ITECTS Name Area BALCONY 1 915 SF 4700 WESTGROVE DRIVE,STE 200 ADDISON,TX 75001 BALCONY 2 485 SF PHONE469-857-3151 - O BUSH ARCHITECTS,LLC-2020 BALCONY 3 455 SF BALCONY 4 375 SF HOTEL 4241 SF OFFICE 1 4670 SF OFFICE 2 6370 SF OFFICE 3 4407 SF OFFICE 4 921 SF N RESTAURANT 317 SF � RETAIL 4 745 SF � RETAIL 8 844 SF ti STAIR 528 SF X STAIR/ELEV 404 SF � � 25678 S F � W � � Q � J V � W °° o w � J � J U � p w > � � J ; Q m � 24'-0" 93'_1�„ � � � Q 6g-.��„ � � Q ------ _ 3g 2 � � �`�--- ------ -�_ 82�_�„ � W � � o� , + �-`�� 42'-1'� � � � � �j __ � ' $6�_0„ " � o :'?��,�--�--=__� ti�- ----- � ' � , --- y�'' -- _ __� _ C� / ;> HOTEL � , �+1' ;'r ________________ W \ I �, _..;4.__- _ � � d. 4241 S F �� , n�� ' 9`9 ' i;~ 'i=�"� � � �ir'++ � �� _----- ' � '"�ry' i, _ r ffI I'I,I'y j- j-� I � �----_---- � /;�`:;, ��o . ___�" � --. o. ----'r� I�� BALCONY 3 � '�______________ ,� . � f :��.l�r ----=-- �' , 455 SF � �__ �s� � - � � � , ,. --_ o �, ��;� r -_---___--'' ,� ;;�; 30 ;� o. �� ;�: � ��,, s, � ,� � _ � o �' � `�� _ ---- ` ��1 r�'' � � 1��t: `P i� r�4J u's •-,O, �� -- - - -----------' � � � ' O-, O., MECH OFFICE 3 ,s ,�O _� j � � � � \� 4407 SF o�- 0� - � �. � ' OPEN �. 0 , _ � - � .� ,',�t 9� Po' :� Tp �\� � ^�� ` �,\, D� 0 p�� o� ` . �� ''�•BELOW �' o,, . ' •�O �,� :.,�. ��, � ti .`� -_ `��" . O BALCONY 1 ' ��O �� `� " 915 SF � .\ /� �'� / BALCONY 2 %� 485 SF �- � \� f �.� � , i �� O ' , : ��, � ' _..�.. \ � �` % � ' OFFICE 2 �� " 6370 SF �� ' BALCONY 4 �` ` � � �rQ ' 375 SF • � , MECH f �,,, OFFICE 4 >:: � COLOR LEGEND / p 's 921 SF , ' \,:'`!, �, �if 5� �' � � �,�� ' ,�' 0 BALCONY 1 `.:�.. !' �� '� STAIR/ELE 0 BALCONY 2 � � 404 SF 0 BALCONY 3 �,, , .., '�.� . , `L ��'� ,;- ` p 3�` �� %� g�` 0 BALCONY 4 � �� 6 ��;�� '�,�'�,F¢�t:f 0 HOTEL •, `�;p '-�� '-:�/� r�� 0 OFFICE 1 � `.��, J�%�'� ', � 0 OFFICE 2 OFFICE 1 �- .e.; 4670 SF ,�l- v'��\ � '�. ---- - ', _ �` 0 OFFICE 3 ao � � 0 OFFICE 4 � , ` \ �. ��- '�. � � , `�,'� � � � � 0 RESTAURANT � ,, f:: • �`. `� ` . . �' ,;r � �,� ',.:. , ; � �, _ � � 0 RETAIL 4 \ ''� 0 RETAIL 8 _ �; � i � STAIR .�. '�:-_:__:-__ _.' � �. ... . '�' '*` --�I � f-- -,-,_ .___'�._--`;,'�, 528 SF 0 STAIR ISSUE LOG ' .. `' ' ' `', I 0 STAIR/ELEV �' NO. DESCRIPTION DATE — � ` = --� � 1/A9 �� ......� 12��„ 10'-6" 22'-0" 27'-1" 59'-7" OVERALL FLOOR PLAN - LEVEL L2 PROJECTNO: 18-020 ISSUED FOR: 1 1" = 30'-0" DRAWN BY: DATE: 03/10/2020 LEVEL L2 - OVERALL SHEET FLOOR PLAN A4 VOLTA DE REI PARKING REQUIREMENT SUMMARY 1. HOTEL = 1 FOR EACH GUEST ROOM x 14 ROOMS = 14 � � 2. OFFICE = 1 SPACE PER 300 SF = 17,097 / 300 = 57 (SHARED WITH RESTAURANT) 3. RETAIL = 1 SPACE PER 200 SF = 41,718 / 200 = 209 ARCH ITECTS 4. RESTAURANT = 1 SPACE PER 100 SF = 12,260 / 100 = 123 (SHARED WITH OFFICE) 5. VAULTS = 2 SPACES PER VAULT x 16 VAULTS = 32 4700WAD SON,TXR1001STE200 TOTAL PARKING SPACES = 435 (EST. 50 SHARED SPACES) PHONE469-857-3151 �O BUSH ARCHITECTS,LLC-2020 VOLTA DE REI PARKING PROVIDED SUMMARY 1. MARKET/BAKERY GARAGE, TOTAL SPACES = 74 2. SURFACE AREA PARKING, TOTAL SPACES = 62 3. VALET PARKING, TOTAL SPACES = 40 4. B1 PARKING GARAGE = 157 5. VAULT PARKING = 66 TOTAL PARKING SPACES PROVIDED = 399 N Cfl Cfl ti � X � Ww a � Q � J V � W °° o w � J � J U � p w > � � J ; Q m � � � � � Q J � � z °� , \ W � � � : , � . f:; 13 �4 . �, � •. '. -'. . 15 ' _ ' R � 26,3 y � �� ,;�' w 1 � � � 1 2 3 4 (f� `L� • � � - - 6 5 11 p� 15 7 8 I� �6 -.. `, ` \ - 9 ��\ 10 � 10 17 30` 14 16 � ; .\. '. 11 12 �3 .. � 14 _ 0� � , - 17 9 18 13 17 16 .• •.... � , N 15 �6 18 ' 12 18 � � 19 % ' � $ 19 3 � o� � � MARKET/BAKERY PARKING _ 20 21 22 '' 7 20 11 0� 19 � �w 15 STAIR 61 23 24 � . ►t 322 SF 6 21 ! 10 20 30, 14 �7 •.::\ EST �, 13008 SF - -- , p„ 13 �$ � .� 365 F � ;��'' 2 3 I 5 22 9 21 ' � \..,, ELEV �.; 4 5 6 - _ 4 23 2�` , 8 22 �.::, ryw 1230` 19 112 SF `' MEC 7 8 - - -- � _ -. . � 23 IL 11 � 20 ::� 24;0„ 330 SF 9 10 �1 12 :~ ' -- __ • -� 3 24 �.: ` .� MECH MECH RETAIL 13 � 2 25 :�;. 6 24 �r 10 21 45 SF 133 SF 716 SF 262A� � MECH �g, � 26 5 25 �� 9 22 �ti_� ' - _ 143 SF , ---. 0 , ❑15 T�Tq '27 4 2��6-, 26 8 23 '.-. � ..,:\ . �AFiVA'9�Q � p 3 � 24 �L � �� - � 14 � � 27 � . � _ . - ' T�U�S,oq �" . 2 �� 6 25 r .. . ' � 13 /C CF 28 - ' � � S d � 29 5 26 ' RESTAURANT `', �1i i. . 12 5543 SF ; � �: . � , l 11 - • 2 25 PARKING. 30 4 27 �..., ::;• � �O . - _' . 3 24 � 75374 SF ►� . �a� 3 28 '� '�, ;. r 2 �. � � 4 23 � 29 2 _ � ;.V� 9 1 0 �� 1 i �'6�� __---- J�, '�QQ' 8 �L . 5 22 ` �o� � 130 =--- -- ;�� 7 r 6 21 2 18 �h � STAIR ;'v '. � . R ��' MECH .�� 270 SF �� ,. , . 7 2p 3 �7 �L r'Q, 93 SF % .-. ,.^�, 6 .. y \a, � MECH � ' ��:. 5 ' . . . $ 1g 4 �6 p, �r � --- 95 S F 7 . , . 5 R, �9 `� _ � � 4 9 �8 , 15 ry y; �' � : ,. : . . 6 g ,:ti� - ./ � . . . . 10 17 �4 ' r 3 . 7 � 2 � `-_^� r , �; ' :: 11 �'' `" ' 2 � . ' 16 7 13 � �3 � ELEY :: . $ 12 12 tiR' 6 ELEV , ,115 SF � 1 , � 15 �[ , - - - - � r 13 14 � 9 11 � 5 131 SF ST,41R �'�'� - -- - -:�- - -�� - - -;� -. r , 10 � 4 STAIR 207 SF ; � - �� . � � '�'_ 221 SF - _... - -.. � �r = � d' � � --- �J �,4' � 3 �✓� ;. 28 VALET SPACES _,i '� - �: � �.� - . , . ' ' ' � . , • , -- - -.-. -- _ =i�= - � . : . . � . 2 , �, - � �' . •' • . • . ' � . _ ,� �� ` _ � _ _ _�' _ - - - . � ♦ �� . �. ,� . - _ . - _ _. , `� ISSUE LOG � - - - �� ' -:r i . — -�r — , � --. . � -, . � ,, . ,.. - _ _ . ,_.. , - �— — -��- — - � - —� _ _ — — , STAI R _ '` - ...._. ... _'�_ � ,......,..� — ;--_----_�--�--- ,. 542 SF -" �r MECH NO. DESCRIPTION DATE - - -- — --- - --- - -- " ' 117 SF ;�" _------�_------- ------ _�__ i � � ------ _- -=-_---__- --------- . _--� �, � f�,;, - -__=---- -_ -- � '� � _- -_ _� . --------------------- ------___� �. � PROJECT NO: 18-020 ;--�, OVERALL FLOOR PLAN - LEVEL B1 ISSUED FOR: 1" = 30'-0" DRAW N BY: � � DATE: 03/10/2020 LEVEL 61 - OVERALL SHEET FLOOR PLAN A5 AREAS LEVEL B1 AREAS LEVEL B1 u S Name Area Name Area ARCH ITECTS B2 PARKING 17494 SF MECH. 2 160 SF ELEV 131 SF PARKING 75374 SF 4700WESTGROVEDRIVE,STE200 ADDISON,TX 75001 ELEV 123 SF PRIVATE LOUNGE 950 SF PHONE469-857-3151 ELEV 131 SF RESTAURANT 5668 SF �OBUSHARCHITECTS,LLC-2020 ELEV 115 SF RESTAURANT 5543 SF ELEV 112 SF RETAIL 738 SF ELEV. 1 132 SF RETAIL 716 SF ELEV. 4 108 SF SERV. CORRIDOR 397 SF FIRE STAIR 1 323 SF SERVICE CORRIDOR B1 5485 SF HALLWAY 357 SF STAIR 229 SF MARKET / BAKERY GARAGE 12743 SF STAIR 245 SF N B2 STAIR 242 SF N MARKET/BAKERY PARKING 13008 SF STAIR 270 SF � B1 ~ STAIR 542 SF X MECH 93 SF STAIR 221 SF � � MECH 133 SF STAIR 207 SF � MECH 143 SF STAIR 262 SF w MECH 95 SF a � STAIR 322 SF Q MECH 117 SF STAIR 266 SF � � MECH 93 SF STORAGE 315 SF � � MECH 330 SF STORAGE ' 365 SF � m O W MECH 133 SF VALET PARKING B1 7678 SF � �j MECH 45 SF VAULT 9 6622 SF J J U � MECH 151 SF VAULT 10 5220 SF � MECH 48 SF VAULT 11 4844 SF � J MECH B1-01 1750 SF VAULT 12 4904 SF Q � m MECH SERVICE 532 SF VAULT 13 4844 SF � � � ��°` VAULT 14 4844 SF � � � VAULT 15 4824 SF Q VAULT 16 4824 SF J � � 93-_6„ VEST 506 SF Z °� VEST 365 SF W � � 196432 SF � 77�_�„ � _ _ 421'_T� � � - 83, � _ �o� .,l, \ ---- �, SERVICE CORRIDOR B1 � , -_-- ` � �_ 5485 SF � MECH 61-01 ,.: , _ 44'-0�� w 1750 S F �, .. \. 38'-0^ � .��: M'ECH SERV , `��, 32-_p., 532 SF '. �� _ . . 24'_3" �� r1 - � :i - - VAULT 16 � , 2g�_g„ - PRIVATE LOUNG�. ��` '�� 4824 SF 950 SF ,. � r ^��%l 1�II � ++I �` �r" -16'-0,. `� ., f f�, � f' ; . � i' �, 1 "I ;� � � � 1� �� r� +' - p�h ` �.. �. � ,. ''+�� ,v � � VAULT 15 "- ` �` ---- �' `�`. _ 4824 SF -14'-0" �,' STAIR \ MARKET/BAKERY GARAGE � -16'-0" _ � �� . +'� 16 ., 242 SF�- � B2 � ;::24 �� . � s : VEST �: ' 12743 SF �� I �:.. � 506 S F ��?+ '±;. ,._�. VAULT 14 x::� , . ►•. �� 4844 SF ,�_ ° 4'`� - ' ARTISAN �..r� EC � a �� , ` c j BRIDGE 4 1 S STORA f� � � -16'-0" _ `�14'-0" ABOVE 365 SF �� MECH. 2 � --�;•;,;. - A ;;' �3 ; 160 SF �� ELEV. 4 RETAIL � �;"' �:�.-... STAIR , 108 SF 738 SF 2��.�F I , VAULT 13 ` ' - ' ,;, -- ; 4844 SF -14'-0" `�.;-.� _ � . -16'-0" ' _ � - -14'-0"� STAIR 4 VAULT 12 � 4904 SF -14'-0" � �:p„ RESTAURANT ,�� - �6, 5668 SF , ', �• _ -16'-0" .3,, �� 30` 0�� ' VAULT 11 -- 4844 SF - -14'-0" -16'-0" � ;;. 62 PARKING � � 17494 SF VAULT 10 � - � _ 5220 SF FIRE STAIR 1 323 SF �r'� ,' -14'-0" MECH . o, -16'-0" � 93SF � E�Ev. � � � �' / ' COLOR LEGEND 132 SF ' pN 4 ` ,� /�:' f STAIR � B2 PARKING 0 STORAGE % -14'-0" 229 SF � : �. �L�V , � ELEV 0 VALET PARKING B1 O ,' HALLWAY ' N -� � �4 STAIR � /' � ,%'123 SF � ELEV. 1 � VAULT 9 357 SF 245 SF r � 0 ELEV.4 0 VAULT 10 % �, - i � �, � 0 FIRE STAIR 1 -- — - - - - - — - — - - ELEV ��--J=-..; 0 VAULT 11 � -� 131 SF 0 HALLWAY 0 VAULT 12 - - ` � • 0 MARKET/BAKERY GARAGE B2 0 VAULT 13 ISSUE LOG <. �, . -15'-0" -14'-0" I • . �`�_ 0 MECH 0 VAULT 14 NO. DESCRIPTION DATE VAULT 9 � T ORAG 0 MECH B1-01 0 VAULT 15 6622 SF 315 •" � 0 MECH SERVICE 0 VAULT 16 � 3 �dN' MECH � 0 MECH. 2 0 VEST -»>,.,.,�a.��m.,.,�,,., _. - .._._ . �; 133 SF. 0 PRIVATE LOUNGE � ` � RANT .:-�--- - - - --— �-- .. - -� ---- -- - - - --------- � � 0 RESTAU , .....�_ SERV. CORRIDOR ----- ----- ------ -------------------------- a 0 RETAIL � --- __. 397 SF -- - ----------- __ . � , /. -_ _ , , / 0 SERV. CORRIDOR � `� , 0 STA RICE CORRIDOR B1 -----� �� PROJECT NO: 18-020 ISSUED FOR: OVERALL FLOOR PLAN - LEVEL B2 DRAWNBY: DATE: 03/10/2020 7 �� = so�-o�� LEVEL 62 - OVERALL SHEET FLOOR PLAN A6 AREAS LEVEL B2 AREAS LEVEL B2 u S Name Area Name Area Area 462 SF GUN RANGE 12 4816 SF ARCH ITECTS Area 112 SF HALLWAY 589 SF 4700 WESTGROVE DRIVE,STE 200 B2 HALLWAY 2125 SF JAZZ BAR 5614 SF HONEO469T857-31�51 ELEV. 88 SF MARKET & BAKERY 12683 SF �OBUSHARCHITECTS,LLC-2020 ELEV. 99 SF GARAGE B2 ELEV. 01 95 SF MECH 2 466 SF EXIT 391 SF MECH 3 611 SF EXIT 6 391 SF MECH 4 270 SF EXIT 7 639 SF MECH 5 2977 SF EXIT 8 498 SF MECH. 6 386 SF EXIT 9 486 SF MECH. 7 386 SF (V EXIT 10-11 756 SF MECH. 8 386 SF � EXIT 12 305 SF MECH. 9 386 SF � GUN RANGE8 4809 SF MECH. 10 386 SF ~ GUN RANGE 5 5845 SF MECH. 11 386 SF � X GUN RANGE 6 4761 SF MECH. 12 386 SF ~ GUN RANGE 7 4807 SF MECH. PARKING 894 SF W W GUN RANGE 9 4811 SF STAIR 204 SF a � GUN RANGE 10 4816 SF STAIR 01 270 SF J GUN RANGE 11 4816 SF STO. 113 SF � � STO. 128 SF � � w 73447 S F W O � J � J U � p w > � � J .� j Q m �� 93-_6., � J � � z °� w � � ^o�� , _ � MECH � / 2105 SF w � PRIVATE LOUNGE � VAULT 8 % 877 SF 4824 SF '� �°' -41'-0 19/32" VAULT 7 � � 4824 SF SERVICE CORRIDOR 62 5340 SF -41'-0 19/32" 16 O �� I �� I ' VAULT 6 4844 SF � -41'-0 19/32" � �MECH 2 170 SF VAULT 7 -� 4844 SF -41'-0 19/32" �j] PARKING B3 � �� 25154 SF ', VAULT 4 JAZZ CLUB 4904 SF 5591 SF -41'-0 19/32" � VAU LT 3 4844 SF -41'-0 19/32" STAIR 01 � � 284 SF � VAULT 2 MECH 3 `'''- 93 SF COLOR LEGEND MECH 1 � � o, 5220 SF_41'-0 19/32" 95 SF � � 0 ELEV 2 0 VAULT 1 STAIR 3 0 ELEV 3 0 VAULT 2 �-��'O' 204 SF UP �' ELEV 3 ; , 0 HALLWAY 0 VAULT 3 HALLWAY � STAIR 2 113 SF 0 JAZZ CLUB 0 VAULT 4 359 SF _ 4 233 SF 0 MECH 0 VAULT 6 I - 0 MECH 1 0 VAULT 7 _ _ ♦ i ELEV 2 0 MECH 2 0 VAULT 8 SERV. CORRIDOR 131 SF 0 MECH 3 407 SF �, -41'-0 19/32" - 0 PARKING B3 VAULT 1 6517 SF � I �I 0 PRIVATE LOUNGE ; II ! 0 SERV. CORRIDOR , I _ '3 MECH 2 0 SERVICE CORRIDOR B2 ISSUE LOG - 128 SF 0 STAIR 01 0 STAIR 2 NO. DESCRIPTION DATE 0 STAIR 3 0 STAIR 03 PROJECT NO: 18-020 , OVERALL FLOOR PLAN - LEVEL B3 ISSUED FOR: 1 � DRAWN BY: J 1/32" = 1'-0" DATE: 03/10/2020 LEVEL 63 - OVERALL SHEET FLOOR PLAN A7 us ARCH ITECTS 4700 W ESTGROVE DRIVE,STE 200 ADDISON,TX 75001 PHONE 469-857-3151 O BUSH ARCHITECTS,LLC-2020 �3./ � � � X � Ww a � Q � J V � W °° o w � J � J U � p w > � � J ; Q m � �- _ � � -, �_-� --- _ � � , ;�i�, ----- ---- __ � Q , _ , ---------__--__-__�_ J � o � __ � _ ��_______ ��- -____ _3�� Z � � ��J - �'' „ei,�'y;.. /� ti------ '�'=J _. � � ___ �� ;::I:flr!!'�;1�lA�%j, �'� __- � l�+:1!f��, . � ,�;'' - ` • :1;�':il.f' ______- - / .\' �./ ,, .' ____- �� . ' \ . 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N / �\; �' •• �� TYPIG�4L IN P�4VING P,� j �� >> � / . � . I�� O � - - N / � '� � � � � o ,� , � � � � � 3 . . . . N / � � � �� , _ = Bar is o mch on ongmal � ` ne V ' % s� �� \ drawing. If not one inch on this \ V '-_- ` sheet, adjust scale as necessary. � � I I r� Y . R ti a? j , �%m � � �� One Inch v � ' � � � ` o � �— � �� ;� �� 0 � � � � � P�RKI NG � � BISTRO PLANTER � � m Rg BIOKA TALL WATER JUG (TYP.) � 8 g W I TH AGA1/E H � >, . � c� � � � ;�� ENHANGED PA\ll NG � � „�'� � �'' � � GOLOR TBD� � BISTRO PL�NTER � �-• � o � � BIOKfi� T�LL W�TER JUG (TYP.) ,�� . �� WITH AG�1/E ,��' �� `�, �' � � ; � � � � . , , �� o _ i ,, � � � � � � GOMMON BERMUDA � V �+ .--+ �� SOL I D SOD � � O TYP � N 'M� �' - _ � � � �� 1�—� � w 4� , � � � • � US FOUND�RY SQUARE TREE GRATE V � Q �� , � MODEL #USF 9515-5 � � �� ENHANGED PAYING � � Qj � � � � � TYPIGP.L IN Pfi�\lI NG � � o � � „�`:, � PATTERN AND � C� , '�1, � � � �� GOLOR TBD �"'� o � � �� , , � P-� � � � � � _ _ _ �� w a� -- . � - �.. � . - ,, � _ _�� o ...._ _..... � _........ . , � _._..�.:� �� ... _ ._ �� . .- - . . � � � � � � ~ � ' � T� T'T �.� . _ � SYMBOL DESGRIPTION �, � -- �T ' � - - � i' � . � � �, � � � � � � • • . � � � �• . � v ' �' cn � _ I � L,E � � '1 EA � LAGEBARK ELM/ULMUS PARVIFOLIA �J O ', ''' I � / � � I � ,� �� (3" GALIPEW � / � � ` ►�� i � �I .� � _ - - � �� i � : ' BISTRO PLANTER o - - � � ' BIOKA TALL WATER JUG (TYP.) J �, ENHP�NGED PAI�ING � ` WITH �4G,41/E 3 EA G�_ GHINQUAPIN OAiG/QUERGUS MUEHLENBERFGII m PP�TTERN P�ND �\ (s° GALIPEi� � - �ENH,4NGED P�41(ING GOLOR TBD - > P,4TTERN ,4ND � 51 DEW,4LK GOLOR TBD US FOUNDARY SQU�4RE TREE GR,4TE � rn MODEL #USF 9515-5 � LIVE OAK QUERGUS VIR6INIANA 3 Lp 3" GALIPE � � TYPIGAL IN P�4YING q vi N 5 EA ,r.✓ VITEX/VITEX ANGUS GHASTUS � (2" GALIPEW � Q � b EA m RB RED BUD/GERGIS GANADEN515 ' FOREST PANSY' C� �` `� w (2" GALIPE� � � / ITALIAN GYPRE55/ � 13 EA � GUPRESSUS SEMPERVIRENS � 30 GALLO U �� I5 EA TEXAS SAGE/LEUGOPHYLLUM FRUTESGENS m ("1 GALLON) � a � aSOPT LEAF YUGGA/ � b EA O YUGGA REGURVIFOLIA W w (5 GALLOw � W I 3 E� � 30 GALLONGAVE ATTENUATA � N w O � TEXAS SOTOL/ � 26 EA � DASYLIRION TEXANUM � m (5 GALLON) rC � � U GULF MUHLY GRA55/ � 25 EA MUHLENBERGIA GAPILLARIS 'REGAL MIST' '� (I 6ALLON,PLANTS SPAGED 30" O.GJ L / 400 EA � MEXIGAN FEATFfER GRA55/STIPA TENNUISSIMA � � (I GALLON,PLANTS SPAGED IS" O.GJ L � � 19,350 SF � GOMMON BERMUDA 6RA55 SOLID SOD N INIMUM 1005K GOVERA6E � � 20 EA PINK SKULLGAP/SGUTELLARIA SUFFRUTESGENS � p +� I GALLON,PLANTS SPAGED IS" O.G. � -o PROJECT a� L ° B AR012 � � � � � SHEET �Q �� L1 of2 00 — L � LANDSCAPE NOTES� STUDI I. � TREE PERMIT IS REQUIRED FOR ALL REM01/�L OF �LL TREES, PROTEGTED PLANT LIST `} k � � [; � �' �t L� l I' �ND UNPROTEGTED. 2. PL�NT M�tTERI�L SHALL BE MEASURED �ND SIZED AGGORDING TO THE LATEST Studia 13 Qesign Group, P�.�..c. EDITION OF THE TEX,45 NURSERY � L,4NDSG�PE ,4550G1,4TION (TNL,4) SYM BOL COM M ON/BOTAN I CAL N AM E SI ZE SPACI N G QU AN TI TY REM ARKS �8fi 44`.htain tiii�et SPEG I F I G�4TI ONS, GRADES AND ST,4ND�4RD5. Lewisuillc,1-cxas 750�7 �36'3-635-I4llp 3. ?►LL PL,4NT SUBSTITUTIONS �4RE SUBJEGT TO TOWN OF WESTL�KE �4PPR01/�4L ,4ND MUST BE SPEGIFIED ON THE �4PPROVED L�4NDSG�4PE PL,4N. 7[3:1f_Firr��-BRli-1� 4. GROUND GOVERS USED I N L I EU OF TURF GRa55 MUST PROV I DE GOMPLETE G01/ERAGE WITHIN ONE (I) YEAR OF PL�4NTING ,4ND MAINT,41N ADEQU,4TE G01/ERAGE �5 APPROVED BY THE TOWN OF WE5TLaKE. LE LAGEB,4RK ELM / ULMUS P,4R1/IFOL1�4 3" GALIPER AS SHOWN � b' MINIMUM SPREAD; MINIMUM 12' HEIGHT; FULL ROUNDED 5. TREES MUST BE PLANTED FOUR FEET (4') OR GRE�4TER FROM GURBS, HEAD 6' M I N I MUM BRANGH I NG HE I GHT; NURSERY GROWN, 51 DEWALKS, UTI L I TY L I NES, SGREEN I NG WALLS AND/OR OTHER STRUGTURES. THE GO GH I NQUAPI N OAK / QUERGUS MUEHLENBERG I I 3" GAL I PER AS SHOWN 3 6' M I N I MUM SPREAD; M I N I MUM I 2' HE I GHT; FULL ROUNDED TOWN OF Y�STL�4KE HAS FIN�4L ,4PP�OV,4L FOR ,4LL TREE PLAGEMENTS. HEAD 6' MINIMUM BRANGHING HEIGHT; NURSERY GROWN, THESE DOCUMENTS ARE 6. TREE PITS SHALL H�4VE ROUGHENED SIDES �4ND BE TWO TO THREE TIMES LO LIVE 0�4K / QUERGUS VIRGINI?�NA 3" GALIPER AS SHOWN 4 6' MINIMUM SPREAD; MINIMUM 12' HEIGHT; FULL ROUNDED FOR INTERIM REVIEW W I DER THAN THE ROOT BALL OF THE TREE I N ORDER TO F�4G I L I T�4TE HE,4LTHY ONLY AND NOT INTENDED ROOT GROWTH. HE?�D 6' MINIMUM BRANGHING HEIGHT; NURSERY GROWN, FOR CONSTRUCTION OR �. TREES SH�4LL NOT BE PLANTED DEEPER TH,4N THE BASE OF THE "T�ZIJNK \/ 1/ITEX / \/ITEX �NGUS GH�STUS 2" G�LIPER AS SHOWN 5 6' MINIMUM SPREAD; MINIMUM 12' HEIGHT; FULL ROUNDED BIDDING PURPOSES. FLARE". HE?�D 6' MINIMUM BRANGHING HEIGHT; NURSERY GROWN, 8. THE TREE P I T SH,4LL BE B,4GKF I LLED W I TH N,4TI VE TOPSO I L FREE OF ROGK RB RED BUD / GERG I S G�Nfi�DEN515 'FOREST PANSY' 2" G�L I PER AS SHOWN 6 5' M I N I MUM SPREAD; M I N I MUM q-10' HE I GHT; TREE FORM; AND OTHER DEBRIS. FULL HE�4D NURSERY GROWN Submittal 11-2-2020 q. BURLAP, TWINE ,4ND WIRE BASKETS SH,4LL BE LOOSENED ,4ND PULLED B,4GK IT,4L1,4N GYPRESS / GUPRESSUS SEMPEI?VIRENS 30 G�LLON AS SHOWN 13 FULL PLANTS FROM THE TRIJNK OF TREE ,45 MUGH ,45 POSSIBLE. 10. TREES SH,4LL NOT BE W,4TERED TO EXGE55 TH,4T RESULTS IN SOIL SATURATION. IF SOIL BEGOMES 5,4TUR,4TED, THE W�4TERING SGHEDULE SHALL TEXAS SAGE / LEUGOPHYLLUM FRUTESGENS � G�4LLON AS SHOWN IS FULL PLANTS BE ADJUSTED TO ALLOW FOR DR,41N,4GE ,4ND �4BSORPTION OF THE EXGESS w'a`,�R' SOFT LE�F YUGGP� / YUGGA REGURI/IFOLI� 5 GALLON AS SHOWN 6 FULL PLANTS II. �4 3 LAYER OF MULGH SHALL BE PROVIDED AROUND THE BASE OF THE PLANTED TREE. THE MULGH SHALL BE PULLED B,4GK 4" FROM THE TRUNK OF THE TREE. AGA\/E / AGA1/E ATTENUATA 30 GALLON AS SHOWN 3 FULL PLANTS � 12. NO PERSON(5) OR ENTI TY MAY USE I MPROPER OR MAL I G I OUS MA I NTENANGE OR a PRUN I NG TEGHN I QUES WH I GH WOULD L I KELY LEAD TO THE DEATH OF THE TREE. TEXAS SOTOL / DASYL I RI ON TEXANUM 5 GALLON AS SHOWN 260 FULL PLANTS �, I MPROPER OR MAL I G I OUS TEGHN I QUES I NGLUDE, BUT ARE NOT L I M I TED TO, N TOPPING OR OTHER UNSYMMETRIGAL TRIMMING OF TREES, TRIMMING TREES "� WITH A BAGKHOE, OR USE OF FIRE OR POISON TO GAUSE THE DEATH OF A MEXIGAN FEATHER GR�455 / STIPA TENNUISSIMA I G�LLON IS" O.G. 400 FULL PLANTS � TREE. 0 13. ALL BEDS TO HA1/E 3" OF GOMPOSTED SOIL, LI\(ING EARTH TEGHNOLOGY, OR GULF MUHLY GR�455 / I G�LLON 30" O.G. 25 FULL PLANTS Bar is one inch on original � APPROYED EQUAL TO A DEPTH OF 8" MINIMUM. MUHLENBERGI� G�PILLP�RIS 'REG�L MIST' drawing. If not one inch on this � 14. ALL PLANT BEDS SHALL BE TOP-DRESSED WITH A MINIMUM OF 3 INGHES OF sheet, adjust scale as necessary. M HARDWOOD OR OTHER MULGH. PINK SKULLGAP / SGUTELLARIA SUFFRUTESGENS I G�LLON 30" O.G. 20 FULL PLANTS I I � I5. TREES 01/ERHANGING WALKS AND PARKING SHALL HAYE A MINIMUM GLEAR One Inch � TRUNK HE I GHT OF � FEET. TREES O\/ERHANG I NG PUBL I G STREET PA1/EMENT o DRIYE AISLES AND FIRE LANES SHALL HAVE A MINIMUM GLEAR TRUNK HEIGHT GOMMON BERMUDA GRA55 SOLID SOD SOLID SOD SQ. FT. 19,350 1009� GOVERAGE o OF 14 FEET. � I6. A 1�ISIBILITY TRIANGLE MUST BE PROYIDED AT ALL INTERSEGTIONS. SHRUBS � ARE NOT TO EXGEED 30 I NGHES I N HE I GHT. TREES SHALL HAYE A M I N I MUM � � GLEAR TRUNK HEIGHT OF � FEET AT TIME OF PLANTING. � I�. TREES PLANTED ON A SLOPE SHALL HA1/E THE 50I L STA I N AT THE A1/ERAGE ~J � GRADE OF SLOPE. � � T I8. NO SHRUBS SHALL BE PERMITTED WITHIN AREAS LE55 THAN 3 FEET IN WIDTH. � � � ALL BEDS LE55 THAN 3 FEET IN WIDTH SHALL BE GRASS, GROUNDGOYER OR � � SOME TYPE OF F I XED PAYI NG. r_, � � I q. THE OWNER, TENANT, AND/OR THE I R AGENTS, I F ANY, SHALL BE JOI NTLY AND w o SE1/ER,4LLY RESPON51 BLE FOR THE MA I NTENANGE, ESTABL I SHMENT, AND rT1 a PERMANENGE OF PLANT MATERIAL. ALL LANDSGAPING SHALL BE MAINTAINED ^ � I N A NEAT AND ORDERLY MANNER AT ALL TI MES. TH I S SHALL I NGLUDE, BUT NOT � � LIMITED TO, MOWING, EDGING, PRUNING, FERTILIZING, WATERING, AND OTHER AGTIYITIES NEGESSARY FOR THE MAINTENANGE OF LANDSGAPED AREAS. � � � p 20. ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY AND GROWING � •� � � GONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. PLANT U O MATERI AL THAT I S DAMAGED, DESTROYED, OR REM01/ED SHALL BE REPLAGED N WITH PL?�NT MATERIAL OF SIMILAR SIZE AND VARIETY WITHIN 30 DAYS UNLE55 Q Q � OTHERWISE APPRO\/ED IN WRITING BY THE TOWN OF WESTL�4KE. � M � 21. L,4NDSGAPE AND OPEN AREAS SHALL BE KEPT FREE OFF TRASH, L I TTER AND � � I�-�-�I WEEDS. ' c� � Q 22. AN AUTOMATIG IRRIGATION SYSTEM SHALL BE PRO\/IDED TO IRRIGATE ALL � � � � LANDSGAPE AREAS. O\/ERSPRAY ON STREETS AND WALKS IS PROHIBITED. A � PERM I T FROM THE BU I LD I NG I NSPEGTI ON DEPARTMENT I S REQU I RED FOR EAGH \ / �T� � � � o IRRIGATION SYSTEM. ^ � F-�-I � � � M 23. NO PLANT MATERIAL SHALL BE ALLOWED TO ENGROAGH ON RIGHT-OF-WAY, � � F+�I � � r�i� SIDEWALKS OR EASEMENTS TO THE EXTENT THAT THE YISION OR ROUTE OF � � � � TRA\/EL FOR \/EH I GULAR, PEDESTRI AN, OR BI GYGLE TRAFF I G I S I MPEDED. 6ENER,qL NpTES; � 24. NO PLANTING AREAS SHALL EXGEED 3:1 SLOPE. 3' HORIZONTAL TO I' I. ST�,BILIZE SOIL BELOW ROOT B?,LL � � � 1/ERTIGAL. �— PRIO�Z TO PL?�NTING TO PRE�/ENT � � 25. EARTHEN BERMS SHALL NOT INGLUDE GONSTRUGTION DEBRIS. GONTRAGTOR �� TREE FROM SETTLING. � � MUST GORREGT SLIPPAGE OR DAMAGE TO THE SMOOTH FINISH GRADE OF THE �, � 2. TOP OF ROOTBf4LL SHALL I" TO 2" n � v BERM PRIOR TO AGGEPTANGE. ?�BO\(E FINISHED GR?�DE. h"� � 26. ALL WALKWAYS SHALL MEET A.D.A. AND T.A.S. REQUIREMENTS. � 3. ?,LL WIRE ROPE f4ND SYNTHETIG � � � 2�. GONTAGT TOWN OF Y�STL�4KE5 PLANNING DEPARTMENT AT FOR LANDSGAPE D M?�TERIA�LS SH?,LL BE REMO�/ED � INSPEGTION. NOTE LANDSGAPE INSTALLP�TION MUST GOMPLY WITH APPR01/ED F GOMPLETELY FROM ROOTBALL AND � a°, LANDSGAPE PLANS PRIOR FINAL AGGEPTANGE BY THE TOWN OF Y�5TL�4KE REMOVE TOP I/3 OF BURLP�P J AND/OR OBTAINING A GERTIFIGATE OF OGGUPANGY. G 4. PL?�NTING PITS SH�4LL BE SQUf4RE, �..� �, 28. FINAL INSPEGTION AND APPRO\/AL OF SGREENING WALLS, IRRIGATION AND �' SIDES OF PITS SHf4LL BE m LANDSGAPE IS SUB.lEGT TO ALL PUBLIG UTILITIES, INGLUDING BUT NOT LIMITED B THOROUGHLY SGARIFIED/ROUGHENED -° TO MANHOLES, 1/AL1/E5, WATER METERS, GLEANOUTS AND OTHER TAPER PL�NTING BED DOWN a� FINISH TO ELIMIN?�TE FLARED ?�S SHOWN IN � APPURTENANGES, TO BE ,4GGESSIBLE, ADJUSTED TO GRADE AND TO THE TOWN GR/�DE TO TOP OF EDGING E TYPIGAL DETAIL � OF Y�STLP�KE'S PUBL I G WORKS DEPARTMENT STANDARDS. MULGH LAYER AS SPEG I F I ED '��--r—� � 3 2q. PRIOR TO GALLING FOR A LANDSG?�PE INSPEGTION, GONTRAGTOR IS - °"I � q � RESPONSIBLE FOR MARKING ALL MANHOLES, \/AL1/E5, WATER METERS, I - � GLEANOUTS AND OTHER UTI L I TY APPURTENANGES W I TH FLAGG I NG FOR F I ELD � �A/ � ��`" �� `�� VA/\/� GONSTRUGTION NOTES: cv 1/ERI F I GATI ON BY THE PUBL I G WORKS DEPARTMENT. �� PLANT I NG M I X - �/ „� � �;,��' „� / /. � Mf�X. I DOWN AS SPEGIFIED _A��A��A ; ; ��A��A� �• TREE � �> �„> �„> , � Q A��AA��AA' �� > ��> � �� .�A �A � SOIL ?�MENDMENTS IN m _ �� / j / B. LOOSEN Nf4TIVE BAGKFILL (NO � /\/\/� � GONTR?�GT) � BEND�4 BOARD EDG I NG AS SPEG I F I ED _— , G. WA�TER RETENTION B,451N o PL?�STIG EDGING STf�KES � 3'-O" O.G. M�X. WITH D. 3" DEPTH MULGH �45 SPEGIFIED / � PL?�TED DEGK SGREWS FOR ATTAGHMENT, E. FINISH GRADE � LOGf�TE ON PL�NTING SIDE OF EDGE � , F. 2 I/2 DRYW,4LL SGREW U O m � I � (�UN XI N�I S X �4�' GROSS MEMBER � � 3 TYPICAL BED EDGING DETAIL H - � , � I - ��NTRE�TEn ��MBER�. ��: ° ° NOT TO SGALE GROSS MEMBERS TO BE w LE� ORIENTED PARALLEL TO w ORN?�MENTAL F � NORTH / SOUTH BEARING /�ND � GR?�SS SH/�LL BE PROPORTIONAL IN rzj � 3" MULGH ?�S REMOVE P�LL LABELS � ��''� � �' SECTION LENGTH TO ROOT B?�LL (4' w MIN). � NOTE: TOP OF ROOT SP G D SHRUB (TYPIG,4L) �,,, � � ° + + + + H. 2" X 2" X 4' ST?�KE WITH IS" � o � BALL TO BE LEVEL r �� GROUNDGO�IER (TYPIGf�L) W Q � ' � �"rc WATER RETENTION m WITH ADJ,4GENT � � ,� „ SEE PL,4N J MIN. TAPEi� (UNTREA�TED � / �� BASIN (2 HT.) �� "' `" �� LUMBER) 0.�, �, FINISHED GRADE. � �� ' 3 MULGH (a5 SPEGIFIED) �� c�,.� +' y SLOPE MULGH FfZOM W�LK � � V � �,z�� ,�� FINISH GRADE � � � � �� I. REMOVE TOP I/3 OF BURLP�P °' d'��'�'°` OR GURB EDGE TO I" �� '� v � 'o y2 ROOT —7 � + �- + + �- SURROUND I NG ROOTB�LL � B,4LL DIA. , , , „1 J„ ABOVE W�LK OR GURB �` � � G �_ �,,o ao � v � o AFTER INST,4LL,4TION (TO G D D PREVENT WIGKING OF � � _ Y2 ROOT BALL D I/�. � � � _ _ / / �� j // MO I STURE) X. D I MENS I ON � I � _ i � � EG2U/�L TO Y Y. DIMENSION � , X X � E�ISTINC�PA�YIAIG , m � �� + + -� + �� / OR C�RB � / D EQU�4L TO X / � � _ I _ � J. ROOTBALL SHf�LL BE PLAGED - ON UND I STURBED NAT11/E 50I L. � o PLA�NTING MIX A�S SPEGIFIED X � _I I I I � , ' I � I PL,4NTI NG SO I L M I XTURE (60�5 + + + + + EXIST. SOIL LESS ROGK � REMOVE GONT�INER ?�ND �' ROOT BP�LL DEBRIS & 40� ORGANIG PRUNE ?�NY GIRGLING ROOT PLAN VIEW PROJECT v MATTER MIXED TOGETHER) TRI?�NGULP�RLY SP?�GE ALL GROUND BARO 10 j GOVERS. D = GROUNDGO\(ER OR SHRUB � � 1 POCKET PLANTING ORNAMENTAL GRASS DETAIL 2 SHRUB AND GROUNDCOVER PLANTING DETAIL SP?�GING ?�S NOTED. 4 TREE PLANTING sHEET ca L6 NOT TO SGALE L6 NOT TO SG?�LE LE� NOT TO SG,4LE �� L2 of 2 00 — L WESTLAKE TOWN COUNCIL T H E T 0 W N U F TYPE OF ACTION W E S T L A K E Regular Meeting - Action Item Monday, May 18, 2020 ToPIC: Consider approval a resolution approving a second amendment to the Knolls at Solana agreement for subdivision improvements STAFF CONTACT: Ron Ruthven, Planning and Development Director Strategic Alignment � � � � � . � . . , : ' • � � High Quality Planning, Design & Planned/Responsible Citizen, Student& Development-We are a desirable well preserve Desirability Development Stakeholder P�anned,high-quality communiry that &Quality of Life is distinguished by exemplary design standards. � Outside the Scope of Identified Strategic Initiatives Time Line - Start Date: May 18, 2020 Completion Date: May 18, 2020 Funding Amount: N/A Status - N/A Source -N/A Contract: No Forms: N/A EXECUTIVE SUMMARY (INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) This item constitutes a final amendment to the agreement for subdivision improvements for the Knolls at Solana. The final plat for The Knolls at Solana has been approved and recorded. The development is currently being inspected by Town staff for final compliance before being released for the issuance of building permits to single family home builders. The specific amendments to the development agreement are contained in Exhibit A of the proposed resolution and read as follows: "A. Parkland Dedication Page 1 of 3 1. Given the requirement of a separate agreement detailing parkland ainenities contained in Ordinance 846, Exhibit B, Section 3(D)4 and S, the Developer ag�ees to donate $100,000.00 to the Town of Westlake to be placed in escrow for future park improvements for the public parkland donation shown on the reco�ded final plat for The Knolls at Solana. The donation shall be made prior to the recording of the final plat for the Knolls at Solana. In dete�mining how the escrowed funds are spent, the Town and the Developer, or their successor/assign, shall provide an agreement per the requirements of Ordinance 846, Exhibit B, Section 3(D)4 and S not later than ten (10) years f�om the date that escrowed funds are received by the Town. B. The Developer agrees that all required landscaping as shown on the approved landscape plan shall be installed not later than twelve months from final acceptance ofpublic improvements. PrioN to the final acceptance of public improvements, the Developer shall provide a letter of credit, approved by the Town Manager or their designee, that provides a financial guarantee that said landscaping will be pe�formed. C. Per the p�ovisions of Resolution 18-49, Exhibit A, Section B(2), the Developer agrees that payment by the Town regarding Town participation on utility construction may be in the form of a reduction to development inspection fees whereby the inspection fees due are �educed by the amount of the Town participation credit upon final approval of the Town Manager or their designee. D. Regarding Lot 17X on the Knolls at Solana final plat, the Developer agrees to the following provisions: 1. No additional str�uctures will be built on the property beyond what is depicted on the approved landscape plan; and 2. Upon final completion, to the extent that the structures shown on the app�oved landscape plan are �ebuilt, altered or modified in the future, the str�uctures shall be rebuilt in the same location and to the same dimensions, including str�ucture height and setbacks as shown in the approved landscape plan. E. Regarding permanent erosion control: 1. The DevelopeN agrees that all permanent erosion control facilities installed by the Developer; including retaining walls and other slope stability measures, as required by Town ordinances and approved by the town engineer, will be maintained by the Developer for a minimum of two yeaNs from the date of execution on this 2'�d Amendment to the Development Agreement. Page 2 of 3 2. Exceptions to this p�ovision include properties immediately adjacent to any facilities as described above where the property is owned by an entity other than the Developer and a building perinit has been issued by the Town for new home construction. " Items A, B and C described above have been satisfied by the developer. STAFF RECOMMENDATION Staff recommends approval. ATTACHMENTS 1. Proposed Resolution including amended agreement Page 3 of 3 EXHIBIT A TO RESOLUTION NO. 20-16 2na AMENDMENT TO DEVELOPMENT AGREEMENT FOR SUBDIVISION IMPROVEMENTS—THE KNOLLS AT SOLANA THIS SECOND AMENDMENT TO THE TOWN OF WESTLAKE DEVELOPMENT AGREEMENT FOR SUBDIVISION IMPROVEMENTS (aka "the 2ND Amendment") ESTABLISHED WITH THE ADOPTION OF RESOLUTION 18-49 AS ADOPTED BY THE WESTLAKE TOWN COUNCIL ON DECEMBER 10, 2018, AND FURTHER AMENDED WITH ADOPTION OF RESOLUTION 19-03 AS ADOPTED BY THE WESTLAKE TOWN COUNCIL ON JANUARY 28, 2019 is made and entered into this 18th day of May, 2020, by and between the Town of Westlake, Texas (the "Town"), and Wilbow- Solana LLC, (the "Developer"). WITNESSETH: The Knolls at Solana Development ("Development") is a single-family residential project to be constructed in Westlake and is currently being developed by Developer; and On December 10, 2018, the Town and the Developer entered into the Development Agreement for Subdivision Improvements cited above which addressed various development issues related to the Knolls at Solana Development and provided for the timing of certain construction, conservation area requirements and the dedication of certain property, among others; and On January 28, 2019, the Agreement between the Town and the Developer was amended; and The Developer and the Town desire to amend the Development Agreements for Subdivision Improvements contained in Resolution 18-49 and 19-03 with the amendments herein. In consideration of the foregoing premises and for other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the Town and Developer covenant and agree as follows: 1. The Development A�reement and amendment for Subdivision Improvements Adopted by Resolution 18-49 on December 10, 2018 and Resolution 19-03 on January 28, 2019 Remain in Full Force and Effect. The Town and Developer acknowledge and agree that, except to the extent amended herein, all provisions and terms contained in the Development Agreement for Subdivision Improvements as adopted by Resolution 18-49, and amended by Resolution 19-03, besides this Amendment, remain in full force and effect. 2. Specific Amendments Contained in this 2°d Amendment to the Development Agreement for Subdivision Improvements Adopted by Resolution 18-49 and 19-03 shall be amended as follows: Exhibit A-Resolution 20-16 Page 1 of 5 A. Parkland Dedication 1. Given the requirement of a separate agreement detailing parkland amenities contained in Ordinance 846,Exhibit B, Section 3(D)4 and 5, the Developer agrees to donate $100,000.00 to the Town of Westlake to be placed in escrow for future park improvements for the public parkland donation shown on the recorded final plat for The Knolls at Solana. The donation shall be made prior to the recording of the final plat for the Knolls at Solana. In determining how the escrowed funds are spent, the Town and the Developer, or their successor/assign, shall provide an agreement per the requirements of Ordinance 846, Exhibit B, Section 3(D)4 and 5 not later than ten (10) years from the date that escrowed funds are received by the Town. B. The Developer agrees that all required landscaping as shown on the approved landscape plan shall be installed not later than twelve months from final acceptance of public improvements. Prior to the final acceptance of public improvements, the Developer shall provide a letter of credit, approved by the Town Manager or their designee, that provides a financial guarantee that said landscaping will be performed. C. Per the provisions of Resolution 18-49, Exhibit A, Section B(2), the Developer agrees that payment by the Town regarding Town participation on utility construction may be in the form of a reduction to development inspection fees whereby the inspection fees due are reduced by the amount of the Town participation credit upon final approval of the Town Manager or their designee. D. Regarding Lot 17X on the Knolls at Solana final plat, the Developer agrees to the following provisions: 1. No additional structures will be built on the property beyond what is depicted on the approved landscape plan; and 2. Upon final completion,to the extent that the structures shown on the approved landscape plan are rebuilt, altered or modified in the future, the structures shall be rebuilt in the same location and to the same dimensions, including structure height and setbacks as shown in the approved landscape plan. E. Regarding permanent erosion control: L The Developer agrees that all permanent erosion control facilities installed by the Developer, including retaining walls and other slope stability measures,as required by Town ordinances and approved by Exhibit A-Resolution 20-16 Page 2 of 5 the town engineer, will be maintained by the Developer for a minimum of two years from the date of execution on this 2"d Amendment to the Development Agreement. 2. Exceptions to this provision include properties immediately adjacent to any facilities as described above where the property is owned by an entity other than the Developer and a building permit has been issued by the Town for new home construction. 3. Binding Obligation. This 2"d Amendment to the Development Agreement shall become a binding obligation of the signatories upon execution by all signatories hereto. The Town warrants and represents that the individual executing this 2"d Amendment to the Development Agreement for Subdivision Improvements on behalf of the Town has full authority to execute this 2°d Amendment to the Development Agreement for Subdivision Improvements and bind the Town to the same. Developer warrants and represents that the individual executing this 2°d Amendment to the Development Agreement for Subdivision Improvements on its behalf has full authority to execute this 2"d Amendment to the Development Agreement for Subdivision Improvements and bind it to the same. 4. Authorization. The Town Council shall authorize the Town Manager of the Town to execute this 2"d Amendment to the Development Agreement for Subdivision Improvements on behalf of the Town. 5. Severabilitv. In the event any provision of this 2°d Amendment to the Development Agreement for Subdivision Improvements shall be determined by any court of competent jurisdiction to be invalid or unenforceable, the 2"d Amendment to the Development Agreement for Subdivision Improvements shall,to the extent reasonably possible,remain in force as to the balance of its provisions as if such invalid provision were not a part hereof. 6. Filing in Deed Records. This 2"d Amendment to the Development Agreement for Subdivision Improvements shall be filed in the deed records of Tarrant County, Texas. The provisions of this 2"d Amendment to the Development Agreement for Subdivision Improvements shall be deemed to run with the Property and shall be binding on heirs, successors and assigns of Developer.- 7. Notices. Any notices required or permitted to be given hereunder shall be given by certified or registered mail, return receipt requested, to the addresses set forth below or to such other single address as either party hereto shall notify the other: To the Town: Attn: Amanda DeGan Town Manager 1500 Solana Blvd., Bldg. 7, Suite 7200 Westlake, Texas 76262 FAX: 817.430.1812 With a copy to: Attn: L. Stanton Lowry Exhibit A-Resolution 20-16 Page 3 of 5 Town Attorney Boyle &Lowry, L.L.P. 4201 Wingren, Suite 108 Irving, Texas 75062 FAX: 972.650.7105 To the Developer: Attn: Lawrence Corson, President Wilbow-Solana, LLC 5307 E. Mockingbird Lane, Suite 900 Dallas, TX 75206 With a copy to: Watson Law Group PLLC Attn: Monty Watson 4925 Greenville Avenue, Suite 717 Dallas, TX 75206 8. Counterparts. This 2"d Amendment to the Development Agreement may be executed in counterparts, each of which shall be deemed an original. IN WITNESS WHEREOF, the parties have executed this 2"d Amendment to the Development Agreement as of this the 18th day of May, 2020. ATTEST: TOWN OF WESTLAKE By: Name: Todd Wood Name: Amanda DeGan Title: Town Secretary Title: Town Manager Date: APPROVED AS TO FORM Name: L. Stanton Lowry Title: Town Attorney Exhibit A-Resolution 20-16 Page 4 of 5 DEVELOPER Wilbow-Solana LLC By: Lawrence Corson, Co-President STATE OF TEXAS ) ) COUNTY OF ) This instrument was acknowledged before me on the day of , 2020, by Lawrence Corson in his capacity as President, known to be the person whose name is subscribed to the foregoing instrument, and that he executed the same on behalf of and as the act of Wilbow-Solana, LLC. Notary Public, State of Texas My Commission Expires: Exhibit A-Resolution 20-16 Page 5 of 5 TOWN OF WESTLAKE RESOLUTION 20-16 A RESOLUTION BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS, APPROVING A 2ND AMENDMENT TO THE DEVELOPMENT AGREEMENT FOR SUBDIVISION IMPROVEMENTS WITH WILBOW-SOLANA LLC, RELATED TO THE KNOLLS AT SOLANA DEVELOPMENT IN WESTLAKE, TEXAS. WHEREAS, the Town is a duly created and validly existing Type A General Law Municipality, created under the laws of the State of Texas, including particularly, but not by way of limitation, Chapter 51, Texas Local Government Code ("LGC"); and WHEREAS, the Town of Westlake (Town) and Wilbow-Solana, LLC (the Owner) entered into an agreement for subdivision improvements on December 10, 2018; and WHEREAS, the Town of Westlake (Town) and Wilbow-Solana, LLC (the Owner) agreed to an amendment to the agreement for subdivision improvements on January 28, 2019; and WHEREAS, the Town and the Developer wish to approve a 2°d amendment to the Development Agreement for Subdivision Improvements approved by the Town in Resolution 18-49 on December 10, 2018, and amended on January 29, 2019 by Resolution 19-03; and WHEREAS, the Town Council finds that the passage of this Resolution is in the best interest of the citizens of Westlake. NOW, THEREFORE, BE IT RESOLVED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS: SECTION L• THAT, all matters stated in the Recitals hereinabove are found to be true and correct and are incorporated herein by reference as if copied in their entirety. SECTION 2: THAT, the Town Council of the Town of Westlake, Texas, hereby approves this 2"d Amendment to the Development Agreement for Subdivision Improvements originally approved on December 10, 2018 in Resolution 18-49, and amended on January 28, 2019 in Resolution 19-03, attached hereto to this resolution as Exhibit "A". SECTION 3: THAT, the Town Council of the Town of Westlake further authorizes the Town Manager to execute said amendments to said agreements on behalf of the Town of Westlake. SECTION 4: If any portion of this Resolution shall, for any reason, be declared invalid by any court of competent jurisdiction, such invalidity shall not affect the remaining provisions Resolution 20-16 Page 1 of 2 hereof and the Council hereby determines that it would have adopted this Resolution without the invalid provision. SECTION 5: That this resolution shall become effective from and after its date of passage. PASSED AND APPROVED ON THIS 18t" DAY OF MAY, 2020. Laura Wheat, Mayor ATTEST: Todd Wood, Town Secretary Amanda DeGan, Town Manager APPROVED AS TO FORM: L. Stanton Lowry, Town Attorney Resolution 20-16 Page 2 of 2 Town Cou nci I Item # 10 — Executive Session EXECUTIVE SESSION The Council will conduct a closed session pursuant to Texas Government Code, annotated, Chapter 551, Subchapter D for the following: a. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the ofFer of a financial or other incentive to a business prospect described by Subdivision (1) for the following: - Entrada - Front 44 b. Section 551.071(2) — Consultation with Town Attorney on a matter in which the duty of the attorney to the governmental body under the Texas Disciplinary Rules of Professional Conduct of the State Bar of Texas clearly conflicts with this chapter: Resolution No. 00-19, a Contract with Hillwood Development Corporation Concerning the Design Engineering and Construction of the West Side Pump Station and the Dove Road Waterline. c. Section 551.071 Consultation with Attorney - to seek advice of counsel regarding Grenada Homeowners' Association matters. Town Cou nci I Item # 11 — Reconvene Council Meeting Town Cou nci I Item # 12 — Take Necessary Action, if needed, from Executive session items NECESSARY ACTION a. Section 551.087 Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1) for the following: - Entrada - Front 44 b. Section 551.071(2) — Consultation with Town Attorney on a matter in which the duty of the attorney to the governmental body under the Texas Disciplinary Rules of Professional Conduct of the State Bar of Texas clearly conflicts with this chapter: Resolution No. 00-19, a Contract with Hillwood Development Corporation Concerning the Design Engineering and Construction of the West Side Pump Station and the Dove Road Waterline. c. Section 551.071 Consultation with Attorney - to seek advice of counsel regarding Granada Homeowners' Association matters. Town Council Item # 13 — Future Agenda Items FUTURE AGENDA ITEMS: Any Council member may request at a workshop and / or Council meeting, under "Future Agenda Item Requests", an agenda item for a future Council meeting. The Council Member making the request will contact the Town Manager with the requested item and the Town Manager will list it on the agenda. At the meeting, the requesting Council Member will explain the item, the need for Council discussion of the item, the item's relationship to the Council's strategic priorities, and the amount of estimated staff time necessary to prepare for Council discussion. If the requesting Council Member receives a second, the Town Manager will place the item on the Council agenda calendar allowing for adequate time for staff preparation on the agenda item. None Town Cou nci I Item # 15 — Adjournment Regular Session