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Home My WebLink About03-01-21 Joint TC BOT Agenda packet TOWN OF WESTLAKE TOWN COUNCIL AND WESTLAKE ACADEMY BOARD OF TRUSTEES JOINT MEETING AGENDA 1500 SOLANA BLVD, BUILDING 7, SUITE 7100, COUNCIL CHAMBER WESTLAKE, TX 76262 T H r r o w N n r W ESTLAKE March 1, 2021 VIA VIRTUAL MEETING 5:00 P.M. In accordance with Order of the Office of the Governor issued March 16, 2020 and March 19, 2020, the Town Council of the Town of Westlake and the Board of Trustees of Westlake Academy will conduct this joint virtual meeting at 5:00 p.m. on Monday, March 1, 2021 by video and telephonic 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 virtual 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: By Video: By Telephone: Link: http://bit.ly/tcbot030121 Local: (346) 248-7799 Webinar ID: 896 1433 4924 Webinar ID: 896 1433 4924 Passcode: 644494 Passcode: 644494 �ision Statement An oasis of natural beauty that maintains our open spaces in balance with distinctive deve%pment, trails, and quality of life amenities amidst an ever expanding urban landscape. Reqular Session 1. CALL TO ORDER 2. CITIZEN COMMENTS: This is an opportunity for citizens to address the 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-nine (*9) on their telephone keypad to ��Raise their hand" to speak. Persons joining the meeting by teleconference may mute and unmute their phones by pressing star- 6 (*6). TC/BOT Agenda-03/01/21 Page 1 of 4 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 Board of Trustees and will be enacted with one motion. There will be no separate discussion of items unless a Council Member or citizen so requests, in which event the item will be removed from the general order of business and considered in its normal sequence. a. Consideration of WA Resolution 21-02, approving a Waiver for Missed School Days and Professional Development Days. b. Consideration of WA Resolution 21-03, authorizing compensation to be paid to Employees during the inclement weather period. c. Consider approval of Resolution 21-05, amending Resolution 09-02 that established a Policy for Naming Town Owned Facilities and Parks, and to provide guidelines and standards for the submission of individuals or entities for naming opportunities. d. Consideration of Resolution 21-06, authorizing changes to the signers on all Town of Westlake Solana PID depository accounts with US Bank. 5. CONDUCT A PUBLIC HEARING AND DISCUSSION OF WESTLAKE ACADEMY'S 2020 ACCOUNTABILITY REPORT. 6. PRESENTATION AND DISCUSSION REGARDING THE COVID-19 PANDEMIC, INCLUDING UPDATES AND RECOMMENDATIONS ON MUNICIPAL AND ACADEMIC OPERATIONS. 7. CONSIDER RESOLUTION 21-07, APPROVING A ROADWAY CONSTRUCTION AGREEMENT FOR STREET��G" LOCATED BETWEEN SCHWAB WAY AND SH 170. TC/BOT Agenda—03/01/21 Page 2 of 4 8. EXECUTIVE SESSION: The Council will conduct a closed session pursuant to Texas Government Code, annotated, Chapter 551, Subchapter D for the following: a. Sec 551.076 — Deliberation Regarding Security Devices or Security Audit to deliberate: (1) the deployment, or specific occasions for implementation of security personnel or devices; or (2) a security audit. b. Section 551.087 - Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1) for the following: - Front 44 - Entrada - Project��YYZ" - Potential development on 55.12 acres located at Tracts 7C, 7F, 7G, 7H, 7L and 7M Abstract 648, William Huff Survey, Town of Westlake, Texas, and more generally located at the northeast corner of U.S. Highway 377 and State Highway 170. c. Section 551.071(2) Consultation with Attorney — to seek advice of counsel on matters in which the duty of the Town Attorney under the Texas Disciplinary Rules of Professional Conduct of the State Bar of Texas clearly conflicts with Chapter 551 of the Texas Government Code - FM 1938 access for proposed Southlake development. d. Section 551.074(a)(1): Deliberation Regarding Personnel Matters —to deliberate the appointment, employment, evaluation, reassignment, duties, of a public officer or employee: - Town Manager evaluation e. Section 551.071 - Discussion with the Town Attorney regarding pending,threatened, or contemplated litigation regarding BRS. 9. RECONVENE MEETING 10. TAKE ANY ACTION, IF NEEDED, FROM EXECUTIVE SESSION ITEMS. 11. COUNCIL RECAP/STAFF DIRECTION 12. 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 TC/BOT Agenda—03/01/21 Page 3 of 4 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. 13. AD)OURNMENT ANY ITEM ON THIS POSTED AGENDA COULD BE DISCUSSED IN EXECUTIVE SESSION AS LONG AS IT IS WITHIN ONE OF THE PERMITTED CATEGORIES UNDER SECTIONS 551.07187 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, February 26, 2021, 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, please advise the Town Secretary's Office 48 hours in advance at 817-490-5711 and reasonable accommodations will be made to assist you. TC/BOT Agenda—03/01/21 Page 4 of 4 Town Cou nci I a nd Boa rd of Trustees Item #2 — Citizen Comments CITIZEN COMMENTS: This is an opportunity for citizens to address the Council on any matter whether or not it is posted on the agenda. 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-nine (*9) on their telephone keypad to "Raise their hand" to speak. Persons joining the meeting by teleconference my mute and unmute their phones by pressing star-6 (*6). 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 Town Cou nci I Reports on Items of Community Interest pursuant to Texas Government Code Section 551.0415 the Town Council may report a nd Boa rd of on the following items: (1) expression of thanks, congratulations or condolences; (2) information about holiday schedules; �3) Trustees 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. Item # 3 — Items of Ca/endar ofMeetings/Events: Community Interest ]oint Town Council/Board of Trustees Meeting Monday, March 1, 2021; 5:00 pm* Westlake Town Hall, Solana Terrace-BIdg.7, Suite 7100 - via Teleconferencing Planning &Zoning Meeting Monday, March 8, 2021; 5:00 pm* Westlake Town Hall, Solana Terrace-BIdg.7, Suite 7100 - via Teleconferencing Westlake Academy CLOSED for Spring Break Monday, March 15 through Friday, March 19, 2021 )oint Town Council/Board of Trustees Meetin9 Monday, March 29, 2021; 5:00 pm* Westlake Town Hall, Solana Terrace-BIdg.7, Suite 7100 - via Teleconferencing Westlake Academy Foundation's Gallery Night "Rhinestones at the Ranch House" Saturday, April 10t", 2021 — Vaquero Club *Reminde�:Agendas for all municipal/academic meetings are posted a minimum of72 hours before the meeting begins and can be found on our Town's website under the tab "Government/Aqendas&Minutes." **For meetin4 a4endas and details on W,4 calendar events or Municipal calendar events,please �isit the Westlake Academv website or the Town of Westlake website for further assistance. Town Council a nd Boa rd of Trustees Item # 4 — Consent Agenda CONSENT AGENDA: All items listed below are considered routine by the Town Council and Board of Trustees will be enacted with one motion. There will be no separate discussion of items unless a Council Member or citizen so requests, in which event the item will be removed from the general order of business and considered in its normal sequence. a. Consideration of WA Resolution 21-02, approving a Waiver for Missed School Days and Professional Development Days. b. Consideration of WA Resolution 21-03, authorizing compensation to be paid to Employees during the inclement weather period. c. Consider approval of Resolution 21-05, amending Resolution 09- 02 that established a Policy for Naming Town Owned Facilities and Parks, and to provide guidelines and standards for the submission of individuals or entities for naming opportunities. d. Consideration of Resolution 21-06, authorizing changes to the signers on all Town of Westlake Solana PID depository accounts with US Bank. �� { {, �,�•,' R '� ��k�"F� estlake Academy Board of Trustees �� { e,.*�R..,.�"�� TYPE OF ACTION Regular Meeting - Consent Westlake Board Meeting Monday, March O1, 2021 ToP�c: Consider Approval of a Waiver for Missed School Days and Professional Development Days. STaFF CoNTaCT: Dr. Mechelle Bryson, Executive Director of Westlake Academy Strategic Alignment Vision, Value, Mission Perspective Curriculum Outcome Ob'ective Vision: Westlake Academy inspires college bound students to achieve their highest individual Academic P�,P�M�,P��P Increase Financial potential in a nuturing Operations Capacity&Reserves environment that fosters the traits found in the IB Learner Profile. Strategic Initiative Outside the Scope of Idenrified Strategic Iniriatives Time Line - Start Date: August 24, 2020 Completion Date: June 1, 2021 Funding Amount: N/A Status - N/A Source -N/A EXECUTIVE SUMMARY (INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) On February 18, 2021, the Texas Education Agency, TEA, provided flexibility in their guidance for the inclement weather for the week of February 15, 2021. According to TEA,Local Education Agencies,LEAs,had the option to close schools in the wake of continued infrastructure issues due to power outages and internet delivery service issues that prevent the LEA from providing remote instruction.In cases of school closures,TEA requires LEAs to submit a Missed School Day waiver approved by the district or charter school Board of Trustees. During the inclement weather event of the week of February 15, 2021, the Academy eXperienced power outages and internet delivery service issues. As a result,the Academy closed school for the following days: • February 16, 2021; • February 17, 2021; • February 18, 2021; and • February 19, 2021. Please note that February 15, 2021 was a school holiday. These missed days are enumerated in the waiver. Every year the Academy submits a waiver for professional development. This waiver allows the Academy to provide professional learning opportunities in lieu of student instruction during the school year. According to TEA, "the staff development minutes waiver provides for a maximum of 2,100 total waiver minutes to use for professional development for districts and charter schools that provide operational and instructional minutes." These waiver days only apply to days within the school calendar from the first day of school and the last day of school. The professional development waiver does not apply to the professional learning days prior to the first day of school or after the last day of school. The Academy's professional development waiver covers the following days: • October 9, 2020; • October 28, 2020; • November 20, 2020; • January 5, 2021; and • February 12, 2021. The Academy is seeking approval of these two waivers. Once approval has been granted the Academy will complete these waivers and submit them to TEA. RECOMMENDATION Staff recommends approval. ATTACHMENTS Resolution WESTLAKE ACADEMY RESOLUTION 21-02 A RESOLUTION OF THE WESTLAKE ACADEMY BOARD OF TRUSTEES APPROVING THE MISSED SCHOOL DAYS WAIVER AND PROFESSIONAL DEVELOPMENT WAIVER. WHEREAS, Westlake Academy considers attendance essential to the academic achievement of students; and, WHEREAS, Westlake Academy is required to adhere to state policies regarding student attendance while seeking to make decisions in the best interest of all stakeholders; and, WHEREAS,Westlake Academy is required to submit waivers for missed school days due to inclement weather and professional development; and, WHEREAS, the Board of Trustees finds that the passage of this Resolution is in the best interest of the citizens of Westlake as well as the students, their parents, and faculty of Westlake Academy. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF TRUSTEES OF WESTLAKE ACADEMY: 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 Board of Trustees of Westlake Academy, hereby approves the missed school day waivers: • February 16, 2021; • February 17, 2021; • February 18, 2021; and • February 19, 2021. WA Resolution 21-02 Page 1 of 2 SECTION 3: That, the Board of Trustees of Westlake Academy, hereby approves the professional development day waivers: • October 9, 2020; • October 28, 2020; • November 20, 2020; • January 5, 2021; and • February 12, 2021. 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 become effective from and after its date of passage. PASSED AND APPROVED ON THIS lst DAY OF March 2021. Laura Wheat, President ATTEST: Todd Wood, Board Secretary Amanda DeGan, Superintendent APPROVED AS TO FORM: Janet S. Bubert or L. Stanton Lowry, School Attorney WA Resolution 21-02 Page 2 of 2 �� { {, �,�•,' R '� ��k�"F� estlake Academy Board of Trustees �� { e,.*�R..,.�"�� TYPE OF ACTION Regular Meeting - Consent Westlake Board Meeting Monday, March O1, 2021 ToPIc: Consider Approval of Compensation Paid to Employees During the Inclement Weather Period. STaFF CoNTaCT: Amanda DeGan, Superintendent Strategic Alignment Vision, Value, Mission Perspective Curriculum Outcome Ob'ective Compassion and People,Facilities,& Attract,Recruit& Understanding Technology PI'P�MYP/DP Retain the Highest Quality Workforce Strate�ic Initiative Outside the Scope of Identified Strategic Tnitiatives Timeline - Start Date: March 1, 2021 Completion Date: N/A Funding Amount: $17,500 Status - N/A Source - General Fund EXECUTIVE SUMMARY (INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) Employees of Westlake Academy were prevented from working on February 16, 17, 18 and 19, 2021 by reason of the closure of the school due to severe inclement weather. Due to these circumstances, it is recommended that all employees shall be compensated in accordance with their normal pay rate. In addition, non-exempt employees who were required to work on February 16, 17, 18 and 19, 2021 by reason of the closure of Westlake Academy during the severe inclement weather period shall be paid at the premium rate (i.e., overtime rate) of one and one-half times their regular rate of pay for all actual hours worked during such closure. The total fiscal impact of this expenditure shall not exceed $17,500, and the Superintendent of Westlake Academy or her designee shall determine the timing and manner in which such compensation shall be paid. RECOMMENDATION Staff recommends approval. ATTACHMENTS Resolution WESTLAKE ACADEMY RESOLUTION NO. 21-03 A RESOLUTION BY THE BOARD OF TRUSTEES OF WESTLAKE ACADEMY, REGARDING WAGE PAYMENTS DURING EMERGENCY SCHOOL CLOSINGS. WHEREAS, Governor Greg Abbott declared a state of disaster for all of Texas on February 12, 2021 due to the imminent threat of possible injury and property damage resulting from severe winter weather and prolonged freezing temperatures; and WHEREAS, Westlake Academy was closed on February 16, 17, 18 and 19, 2021, due to severe inclement weather for public safety by certain utility providers in order to conserve electricity, natural gas and/or water; and WHEREAS,the decision to close schools and offices on these dates was in the best interest of the safety of our students, community, and employees; and WHEREAS, such closures prevented many contractual and non-contractual employees of Westlake Academy from reporting to work on such days; and WHEREAS, Westlake Academy is not legally obligated to pay non-exempt employees when the school is closed, it is permissible to pay employees if the Board of Trustees of Westlake Academy ("the Board") finds that doing so is necessary in the conduct of the public schools; and, WHEREAS, the Board finds that there is a need to address wage payments for employees who are idled and those required to work during emergency closings; WHEREAS, the Board is of the opinion and finds that continuing wage payments at each employee's normal rate of pay to all regular employees—contractual and non-contractual, salaried and non-salaried—who suffer a loss in pay due to an emergency closing is necessary in the conduct of the public schools and serves the public purposes of increasing employee morale and safety, reducing employee turnover, and ensuring continuity of service and instruction when Westlake Academy reopens; and WHEREAS, the Board further finds that as to non-eXempt employees who are called on to work during an emergency closing, payment of these employees at a premium rate for actual hours worked, as provided is necessary in the conduct of the public schools and serves the public purposes of maintaining morale, providing equity between idled employees and employees who provide emergency-related services, and recognizing the services of essential staff; WHEREAS, the Board is of the opinion and finds that it retains sufficient control over payment of employee compensation and all employees will continue receiving regular wage payments when not working and be paid a premium rate for actual hours worked for the days of school closure identified herein, and that a public purpose is accomplished; and, WA Resolution 21-03 Page 1 of 2 WHEREAS,the Board is of the opinion and finds that it is in the best interest of Westlake Academy and Westlake Academy will receive a return benefit from such compensation of Westlake Academy's employees; and, NOW, THEREFORE, BE IT RESOLVED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS: SECTION 1: By the Board of Trustees of Westlake Academy that the statements contained in the preamble of this Resolution are true and correct and adopted as findings of fact and operative provisions hereof. SECTION 2: That all employees of Westlake Academy who were prevented from working on February 16, 17, 18 and 19, 2021 by reason of the closure of the school for severe inclement weather shall be compensated in accordance with each employee's normal pay rate. SECTION 3: That non-eXempt employees who were called to work on February 16, 17, 18 and 19, 2021 by reason of the closure of Westlake Academy for severe inclement weather shall be paid at the premium rate of one and one-half times their regular rate of pay for all actual hours worked during such closure. SECTION 4: That the Superintendent of Westlake Academy or her designee shall determine the timing and manner in which such compensation shall be paid. SECTION 5: That this resolution shall become effective from and after its date of passage. PASSED AND APPROVED ON THIS lst DAY OF MARCH 2O21. Laura Wheat, President ATTEST: Todd Wood, Board Secretary Amanda DeGan, Superintendent APPROVED AS TO FORM: Janet S. Bubert or L. Stanton Lowry, School Attorney WA Resolution 21-03 Page 2 of 2 Westlake Town Council TYPE OF ACTION T x E i o w N o F WESTLAKE RegularMeeting - Consent oisriNorivE sv oEsicN Westlake Town Council Meeting Monday, March O1, 2021 ToPrc: Consider approval of Resolution 21-05, amending Resolution 09-02 that established a Policy for Naming Town Owned Facilities and Parks, and to provide guidelines and standards for the submission of individuals or entities for naming opportunities. STAFF CoNTAc'T: Troy J. Meyer, Facilities & Public Works Director Darcy McFarlane Facilities & Event Manager Strategic Alignment i i � . � . . , � . . � � - � i High Quality Planning,Design& Development-We are a desirable Planned/Responsible People,Facilities, & Maximize Efficiencies Development Technology �'ell planned,high-quality &Effectiveness community that is distinguished by exemplary dcsign standards. � Annual Rcvicw of Admissions Rcquircmcnts and Policy Time Line - Start Date: February 8, 2021 Completion Date: February 8, 2021 Funding Amount: N/A Status - � N/A Source -N/A EXECUTIVE SUMMARY(INCLUDiNG APPLICABLE ORGANIZATIONAL HISTORY) In 2009, the first Naming Policy for Town owned facilities was approved by the Town Council. As the Town of Westlake continues to grow, staff is receiving more requests to name items on the Westlake Academy Campus and Town facilities. Therefore, staff has reviewed the current Town owned Facilities Naming Policy and is recommending the following updates and additions to the following sections of the policy. (See E�ibit "A") Page 1 of 3 Additional Criteria: Staff has added the following additional criteria to the existing policy: • Monetary-Related Naming • Real Property: • Gift Related Naming (non-Monetary) • Honorific Naming Existing Honorific Named Items: Staff has identified the following items that have previously been named in honor or memory of persons, on the Westlake Campus: • 1 Wooden bench, 10 Stone benches (There are 3 8 total benches on campus) • Pavers - WA Senior Class pavers • Two buildings • One Anvil • Stone memory by flagpole • One tree Standards Guide: Staff has created a Westlake Naming Request Standards Guide to be used when a naming opportunity has been approved which includes the following: • Standard I—Outdoor Furniture • Standard II—Memorial Plaques • Standard III—Trees and Plantings • Standard IV—Building Names • Standard V—Cemetery • Standard VI—Westlake Fire Station No. 1 (See Exhibit`B" for full definition for each standard) The guide also includes an exception stating that Town management reserves the right to make minor modifications to the approved Westlake Naming Requests Standards Guide administratively,provided the changes do not entail a significant change to the original Standards. On February 8, 2021, staff presented the proposed changes to the Naming Policy for Town owned facilities (Resolution 09-02) which include new standards and guidelines. Town Council requested changes to the proposed policy and standards. These changes included: • Minimum amount of$1,000,000.00 • Increase the name amount for items on campus • A written agreement would be required to pay off the name donation Page 2 of 3 RECOMMENDATION Staff recommends the approval of Resolution 21-05, amending Resolution 09-02 that established a Naming Policy for Town Owned Facilities and Parks, and to provide guidelines and standards for the submission of individuals or entities for naming opportunities. ATTACHMENTS Exhibit"A" - Naming Policy for Town Owned Facilities and Parks. Exhibit`B" - Westlake Naming Requests Standards Guide Resolution Page 3 of 3 Res. 21-05 — Exhibit "A" T H E i 0 W N 0 F WESTLAKE Facility Naming Policy 1. Purpose The purpose of the Facility Naming Policy is to establish proper procedures to recognize the dedication, accomplishment or generosity of individuals and entities whose support is a valuable and integral component of the mission of the Town of Westlake and,by extension, Westlake Academy and the Westlake Academy Foundation. Naming opportunities include Town owned buildings or other facilities including parks, recreational areas and sports fields and hike and bike trails hereinafter referred to as "facilities". In addition, other naming opportunities that may be considered are benches, plantings, steppingstones, pavers or other items not described above, all of which will be submitted to the Council for review and approval. 2. Objectives A. Encourage broad community support, enhancement and involvement in the Town, Academy and Foundation through private donations,gifts and other private funding sources and to ensure that recognition is afforded to those who have made extraordinary commitments, or achievements on behalf of the Town and/or Academy and Foundation B. Provide a uniform policy and procedure for submitting naming requests to the Town Council for consideration and approval. 3. Criteria The Town Council may authorize the naming or renaming of the facilities under the following criteria: Monetary-Related Naming Occurs when a donor makes a significant monetary donation to the Town and requests a facility or program to be named for a person or entity. A person or entity submitted for consideration shall: A. Make a significant land and/or monetary donation to the Town, of a minimum amount of$1,000,000 or more,toward the acquisition and/or development of a building, facility, or endowment,or; B. Provide a minimum of a five-year pre-approved gift amount which will cover the cost to administer the program and/or maintain the facility. Naming rights will extend only for the time period the gift covers. Town of West/ake Facility Naming Policy Page 1 of 4 Res. 21-05 — Exhibit "A" T H E i 0 W N 0 F WESTLAKE Real Property Occurs when a donor makes a gift of property to the Town, Westlake Academy or Foundation and requests the property be named for one or more persons. Real property given to the Town, Westlake Academy or Foundation may be named in consideration of the gift of the donor's interest of the property. Gift Related Naming(non-Monetary) Occurs when a person or entity donates an item of value to be used in or on a Town owned facility and requests the item to be recognized as being donated in the name of a person or entity. A. Any items considered for naming rights must have a value of at least$5,000.00 B. Donated, named items must fit within the Standards of the Town and Westlake Academy and the placement of any item must be approved by the Director of Facilities and Public Works. (Current Naming Requests Standards Guide available in the Director of Facilities and Public Work Office.) C. Applicants must follow the procedures for submitting a request described inthe Procedures section below. D. Donation plaque or signage must be approved by the Director of Facilities and Public Works and all cost for installation and upkeep for the life of the donated item are the responsibility of the donor and must be agreed upon prior to approval. Honorific Naming As a matter of general practice, honorific namings are exceptional in nature and will be considered to recognize the dedication or meritorious contribution of a person or entity who has been instrumental in supporting the mission of the Town,Academy, Foundation or other Westlake owned property. These applications will be considered under the following guidelines: A. A person may be living or deceased and will have demonstrated a consistent or significant contribution to the citizens of the Town and/or to the students of Westlake Academy, or the person should be known for some other significant accomplishment B. A local historical figure or leader, place, event or other instance of historical or cultural significance C. Names of any elected or appointed official currently serving in that capacity or any individual currently employed by the Town will not be considered. Town of West/ake Facility Naming Policy Page 2 of 4 Res. 21-05 — Exhibit "A" T H E i 0 W N 0 F WESTLAKE 6. Procedures An application for any naming request should be submitted to the Director of Facilities & Public Works for review by the Town Manager and authorization by the Town Council. The application must contain: A. A single recommendation ornameforconsideration B. resume of the nominee or entity C. A summation of the contributions or impact of the individual or entity onthe mission of the Town or Westlake Academy D. Identification of the facility or item for naming consideration (i.e. park space, classroom, laboratory, etc.) E. Name and contact information of the person or group making the request. Upon receipt of an application, a review committee comprised of the Town Manager and the appropriate department heads associated with the facility or park specified in the naming application will review the request and formulate a staff recommendation and present to the Council for approval or rejection of the naming request. The presentation to Council will include the following: A. Current name of the facility(if applicable) B. Status or availability of the facility requested in the naming opportunity C. Fit with the Westlake Naming Requests Standards of the Town and Academy D. Estimate of the budgetary impact of signage or necessary plaque tocommemorate the naming, stationary, legal fees, public notices or other costs and changes associated with the request. 7. General Guidelines A. Duration of a Naming—any monetary, gift and/or honorary naming may serve for the useful life of the facility, area or item unless otherwise agreed to in the donation agreement. If the asset is later modified or replaced, the Town reserves the right to rename it or offer an alternative honorific naming as close to the spirit as possible of the original naming. B. Funds—The designation of a naming shall not be publicly announced until 100%of any gift, donation, or a payment schedule related to the naming, has been received and approved by the Town Council. C. Components of the facilities—or area of use may have a different name from the larger facility, park, recreation area, hike and bike trail or municipal asset. Town of Westlake Faci/ity Naming Policy Page 3 of 4 Res. 21-05 — Exhibit "A" T H E i 0 W N 0 F WESTLAKE 8. Restrictions A. No buildings or other assets may be named for a current member of the board, a current employee of the Town or of Westlake Academy B. Names related to race, religion, creed, national origin, sex, color, political affiliation or other similar categories should be avoided C. Names that would result in the overt commercialization of Town Facilities will not be considered. 10. Exceptions A. Inthe event a gift-related naming request stipulates a condition which theTown is unable to maintain or fund, or finds inconsistent with the mission of the Town, the Council retains the ability to decline the gift. B. Names may be removed from consideration or from the facility if the individual is convicted of a felony or any crime involving moral turpitude, is convicted of a lesser included offense pursuant to a plea when the originally charged offense is a felony or if the individual accepts deferred adjudication for a felony or any crime involving moral turpitude. 11. Dates Approved or Amended Adopted: 01/12/2009 Amended: 02/08/2021 Amended: 03/1/2021 Town of West/ake Facility Naming Policy Page 4 of 4 Res. 21-05 — Exhibit "B" T H E T 0 W N 0 F WESTLAKE Westlake Naming Requests Standards Guide The Westlake Naming Requests Standards Guide has been established to ensure the continued distinctive design of the Town of Westlake and all property and assets owned by the Town. Although the Standards Guide is dynamic in nature and will evolve over time to reflect current design and building preferences, conditions and upgrades, these standards will continue to reflect the exceptional standards of the Town of Westlake. Standard I — Outdoor Furniture: Any furniture placed in or on Town owned property such as the Westlake Academy campus, the Cemetery, trails, and parks, must be made of high-grade metal or stone materials. Benches: With the current campus design, the number of benches allowed on the Westlake Academy campus is limited to thirty-eight. Location and placement of benches along the trail system must be pre-approved by the Town Manager, or designee. All benches must be black in color, six feet in length and powder coated. Benches in the Cemetery and Fire Station must follow the Standards specifically outlined below for those properties. Picnic Tables: Picnic tables on the Westlake Academy campus will be limited to 20 and must have a metal frame, and planks must be made of wood or recycled material. Memorial Pavers: Memorial Pavers must match the current style and color of the existing pavers on campus and will only be placed in the butterfly garden area. Paver design must be pre-approved by the Town Manager, or designee, before the paver is ordered. Standard II — Plaques: Plaques must be made of high-grade metal or stone materials that are appropriate for the conditions of the area in which they will be placed. UV protection will be required for all plaques being placed in outside locations.All wording on plaques must be pre-approved by the Town Manager, or designee. Standard III —Trees and Plantings: Trees and plantings must be indigenous to the Texas landscape and be able to thrive in the North Texas climate and must be placed in an irrigated area. A list of acceptable tree species can be found in the Town Code of Ordinances in Section 98-48, Appendix D. The Town's approved plant list, which includes, but is not limited to, Red Oaks, Live Oaks, Red Buds and others, must be approved by the Town Manager, or designee. Standard IV—Building Names: When naming a building for a person or entity,the style and design of the building will determine the design of the plaque, lettering and placement of the name. Requests may be submitted; however, the final decision will be made by a committee comprised of the Town Council, Town Manager, Director of Facilities and Public Works, and architect or other design professionals and engineers. West/ake Naming Requests Standards Guide - Page 1 of 2 Res. 21-05 — Exhibit "B" T H E T 0 W N 0 F WESTLAKE Standard V—Cemetery:Benches,trees and plantings and all other items to be placed in the Westlake I.O.O.F. Cemetery must follow the standards outlined in the Rules and Regulations for the Cemetery. Standard VI—Westlake Fire Station No. 1: The Westlake Fire Station and campus will be reserved as memorial space for honoring First Responders only. Exceptions: Town management reserves the right to make minor modifications to the approved Westlake Naming Requests Standards Guide administratively, provided the changes do not entail a significant change to the original Standards. Presented:02/08/2020 Adopted: 3/1/2021 West/ake Naming Requests Standards Guide - Page 2 of 2 TOWN OF WESTLAKE RESOLUTION NO. 21-06 A RESOLUTION BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS, AMENDING RESOLUTION 09-02 WHICH ESTABLISHED A NAMING POLICY FOR TOWN OWNED FACILITIES AND PARKS, TO PROVIDE GUIDELINES AND STANDARDS FOR THE SUBMISSION OF INDIVIDUALS OR ENTITIES FOR NAMING OPPORTUNITIES. WHEREAS, the Town of Westlake realizes the increase in Westlake's residential community and there is a need to provide a framework for Town and Academy through private donations, gifts and other private funding sources; and WHEREAS, to ensure that recognition is afforded to those who have made extraordinary commitments, donations, and achievements on behalf of the Town and/or Academy; and WHEREAS, the need arose to provide a uniform policy for submitting naming requests to the Town Council for consideration; and WHEREAS, staff have developed a facilty naming policy, attached as Exhibit "A" and Naming Requests Standards Guide, attached as Exhibit "B", establishing the guidelines for name submission; and WHEREAS, the Town Council finds that the passage of this Resolution is in the best interest of the people of Westlake. NOW, THEREFORE, BE IT RESOLVED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS: SECTION 1: That, all matters stated in the Recitals hereinabove are found to be true and correct and are incorporated herein by reference as if copied in their entirety. SECTION 2: That the Town Council of the Town of Westlake hereby approves the Policy for the Naming of Town Owned Facilities and Parks (Exhibit "A") and Naming Requests Standards Guide, attached as (Exhibit "B"). 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. SECTION 4: That this resolution shall become effective from and after its date of passage. Resolution 21-06 Page 1 of 2 PASSED AND APPROVED ON THIS lst DAY OF MARCH 2O21. ATTEST: Laura Wheat, Mayor Todd Wood, Town Secretary Amanda DeGan, Town Manager APPROVED AS TO FORM: L. Stanton Lowry, Town Attorney Resolution 21-06 Page 2 of 2 Westlake Town Council TYPE OF ACTION T x E i o w N o F WESTLAKE RegularMeeting - Consent oisriNorivE sv oEsicN Westlake Town Council Meeting Monday, March O1, 2021 ToPrc: Consider approval of a Resolution authorizing changes to the signers on all Town of Westlake Solana PID depository accounts with US Bank. STAFF CoNTAc'T: Ginger Awtry, Director of Finance Jarrod Greenwood, Assistant Town Manager Strategic Ali�nment � i � . � . . , ; . . � � - 1 � Exemplary Service&Governance Increase Informed&Engaged Citizen Student& 'We set the standard by delivering Transparency, Cirizens/Sense of ' unparalleled municipal and Stakeholder Accessibility& Community educational services at the lowest Communications cost. . , Outside the Scope of Identified Strategic Initiatives Time Line- Start Date: March 1, 2021 Completion Date: N/A Funding Amount: $0.00 Status - ❑ N/A Source - N/A EXECUTIVE SUMMARY(INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) The Solana Public Improvement District (PID) for the Entrada development was created by Resolution 14-07 by Town Council on February 24, 2014. In order to levy the assessment on property within the PID required to service the PID bonds, Town Council adopted Ordinance No. 741 approving the Solana Public Improvement District Service and Assessment Plan and Assessment Roll. Page 1 of 2 Due to the retirement of former Town Manager, Tom Brymer, and former Finance Director, Debbie Piper, the Town needs to change authorized signers on all the Town's Solana (Entrada) PID depository accounts with US Bank. RECOMMENDATION Staff recommends approval. ATTACHMENTS Resolution Page 2 of 2 TOWN OF WESTLAKE RESOLUTION NO. 21-06 A RESOLUTION OF THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS, CHANGING THE AUTHORIZED SIGNERS ON ALL TOWN OF WESTLAKE SOLANA PID DEPOSITORY ACCOUNTS WITH US BANK. WHEREAS, authorized signers of the Town of Westlake's depository accounts may require amendments at certain times due to changes in structure and/or personnel; and WHEREAS, due to the current need to change authorized signers on the Town's bank accounts, it is necessary to change the authorized signers on all Town of Westlake Solana PID depository accounts with US Bank; and WHEREAS, signers on the Town of Westlake Solana PID depository accounts have previously included the Town Manager and the Finance Director; 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 of Westlake Council hereby designates the current, and any future, Town Manager and Finance Director as authorized signers on all Town of Westlake Solana PID depository accounts with US Bank. 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. SECTION 4: That this resolution shall become effective from and after its date of passage. Resolution 21-06 Page 1 of 2 PASSED AND APPROVED ON THIS lst DAY OF MARCH 2O21. ATTEST: Laura L. Wheat, Mayor Todd Wood, Town Secretary Amanda DeGan, Town Manager APPROVED AS TO FORM: L. Stanton Lowry, Town Attorney Resolution 21-06 Page 2 of 2 Town Cou nci I a nd Board of Trustees Item # 5 — Presentation and Discussion Item CONDUCT A PUBLIC HEARING AND DISCUSSION REGARDING THE WESTLAKE ACADEMY 2020 ACCOUNTABILITY REPORT. �x��Y�� f �. h�':� :.. � '� ��}�'�F estlake Academy Board of Trustees �� s�.�� TYPE OF ACTiON Regular Meeting—Discussion Item Westlake Board Meeting Monday, March O1, 2021 ToPrc: Public Hearing and Discussion regarding the Westlake Academy 2019- 2020 Accountability Report. STAFF CONTACT: Dr. Mechelle Bryson, Executive Director Strategic Alignment Vision, Value, Mission Perspective Curriculum Outcome Ob'ective Vision: Westlake Academy inspires college bound students to achieve their highest individual Academic P�,P�M�,P��P Optimize Student potential in a nuturing Operations Potential environment that fosters the traits found in the IB Learner Pro�le. Strate�ic Initiative Outside the Scope of Identified Strategic Initiatives Time Line- Start Date: August 15, 2019 Completion Date: June 2, 2020 Funding Amount: N/A Status - N/A Source -N/A EXECUTIVE SUMMARY(INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) The purpose of this Public Hearing and discussion is to inform the Board of Trustees and the greater community on the overall academic health of the Academy and to provide an opportunity for the Board and the greater community to gain an understanding of the status of Westlake Academy's academic progress. The Texas Education Code(TEC), §39.306,requires each district's Board of Trustees to publish an annual report that includes the TAPR, campus performance objectives, information on violent or criminal incidents,and information on the performance of the previous year's graduates in their first year of college, as reported by the Texas Higher Education Coordinating Board(THECB). Each district's Board of Trustees must hold a public hearing to discuss the district's annual report within 90 days of receiving the final TAPR. Each of these items will be presented in the public hearing and the presentation will be published on the Academy's website in compliance of State law. ATTACHMENTS None Town Cou nci I a nd Board of Trustees Item # 6 — Presentation and Discussion Item PRESENTATION AND DISCUSSION REGARDING THE COVID-19 PANDEMIC, INCLUDING UPDATES AND RECOMMENDATIONS ON MUNICIPAL AND ACADEMIC OPERATIONS. WESTLAKE TOWN COUNCIL T H E T a w N 0 F TYPE OF ACTiON W E S T L A K E Regular Meeting - Consent Monday, March O1, 2021 ToPrc: Consider approval a resolution approving a roadway construction agreement for Street "G" located between Schwab Way and SH 170. STAFF CONTACT: Ron Ruthven, Planning and Development Director Strategic Alignment � � i i � . � . .: . ' • � � 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 disringuished by exemplary design standards. � Outside the Scope of Idenrified Strategic Iniriatives Time Line - Start Date: March 1, 2021 Completion Date: March 1, 2021 Funding Amount: N/A Status - N/A Source-N/A Contract: No Forms: Forms 1295 & 2270 EXECUTIVE SUMMARY (INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) The proposed roadway construction agreement involves the construction of a two-lane road by Hillwood that would connect Schwab Way to SH 170. The road will be composed of concrete and will be approximately 500 feet in length. According to the attached agreement, the roadway will be located in an access easement and maintained by the developer,or property owner's association upon assignment, until such time that the adjacent property is developed per the terms of the agreement. Page 1 of 2 HISTORY AND PURPOSE On October 29, 2018, the Town Council approved Ordinance 870, which authorized the constructed of the phase two portion of Schwab Way. As a condition of approval, a provision (Section 3-14) was added which states: `A street [Street GJ shall be constr�ucted that connects Schwab Way to SH 170. Said street shall be generally located on the western portion of the Schwab Way with the final location to be included in the development agreement noted in this ordinance. " This provision was added per the recommendations of the Town commissioned traffic impact analysis in response to the phase two site plan request for the Charles Schwab campus. Therefore, the approval and subsequent construction of Street "G" fulfills this requirement. STAFF RECOMMENDATION Staff recommends approval. ATTACHMENTS Roadway construction agreement—"Exhibit"A" Street"G" Location Map —Exhibit`B" Sanitary Sewer, Paving, Drainage, Landscape, Irrigation, & Street Light Improvements —Exhibit «C�, Page 2 of 2 RESOLUTION 21-XX EXHIBIT A ROADWAY CONSTRUCTION AGREEMENT FOR THE CONSTRUCTION OF STREET "G" This Agreement ("Agreement") is executed to be effective as of the day of , 2021 ("Effective Date") by and between the Town of Westlake, TeXas (the "Town") and Westlake Retail Associates, Ltd. (WRA, the "Owner"). WRA is the owner of that certain real property as more particularly depicted in Exhibit "A1", attached hereto and incorporated herein by reference (the "WRA Property"). This Agreement concerns the dedication of a public and emergency access easement on the WRA Property, and construction of a roadway herein referred to as "Street G" by Owner, for which the construction plans are attached in Exhibit`B 1". WHEREAS, The Town Council of the Town of Westlake approved Ordinance 769 on October 29, 2018, which created the PD3-SA zoning district and contains specific roadway criteria; and WHEREAS, The Town Council of the Town of Westlake approved Ordinance 870 on October 29, 2018, which approved a PD3-SA concept plan specific to Schwab Way and Street G wherein the roadway designs are permitted to deviate from Ordinance 769 roadway criteria; and WHEREAS, Given Ordinance 870 conditions, Town staff has recommended a temporary roadway design for Street G with no utilities placed under or across the roadway due to uncertainty of the PD3-SA development; and WHEREAS, the Owner desires to construct a more permanent roadway; and WHEREAS, the Town and Owner acknowledge and agree that Street G will be constructed in compliance with all Town Engineering Standards; and WHEREAS, the Town and Owner acknowledge that the roadway improvements described in this agreement satisfy the requirements of Section 3(14) of Ordinance 870; and WHEREAS, the Town and Owner acknowledge that upon future development in the PD3-SA zoning district, Street G may require further modification as detailed in this agreement. NOW, THEREFORE, the parties hereto, in consideration of the mutual covenants and conditions contained herein,promise and agree as follows: SECTION 1. PURPOSE The purpose of this Agreement is to set forth design, construction, ownership, and maintenance expectations for Street G and related improvements. Resolurion 21-xx Exhibit A 1 SECTION 2. STREET G ROADWAY IMPROVEMENTS A. Street G. The Owner agrees that Street G improvements shall be constructed pursuant to the terms and conditions set forth in this Agreement and as follows: 1. Engineering Standards. The Owner covenants that Street G shall be constructed in accordance with the Town engineering standards, including all required geo-technical reports and lab tests. 2. Street G shall be designed to a minimum standard for Designated Fire Lanes as set forth in the Town's Engineering Design Standards, Chapter 36, Town of Westlake Code of Ordinances, and may be constructed of either asphalt or concrete. Any standard that exceeds the designated fire lane standards noted above shall be constructed at Owner's sole discretion and to the roadway specifications shown in Exhibit`B 1". 3. All street lighting, if constructed, shall meet the outdoor lighting requirements contained in the Westlake Code of Ordinances and shall comply with the recommendations of the 2015 Westlake Comprehensive Plan. 4. It is acknowledged by all parties that Street G may be constructed and that any associated improvements, in the future, may be altered, widened, modified, relocated, closed, removed and/or converted to a publicly owned roadway at the Owner's sole expense given any of the following future conditions: a. Modification to the existing zoning district wherein the roadway is located, including but not limited to, conditions contained in future Concept Plan, Development and/or Site Plan approvals; 5. Conditions Prior to Construction. Prior to authorizing construction of Street G, the Town shall be satisfied, in its reasonable discretion, that the following conditions have been met: a. All required plans and contract documents, if any, shall have been completed and filed with the Town. b. All contractors participating in the construction shall be presented with a set of approved plans bearing the Town stamp of release. These plans must remain on the job site at all times. c. A complete list of the contractors, their representatives on the site, Resolurion 21-xx Exhibit A 2 and the telephone numbers where a responsible party may be reached at all times, must be submitted to the Town. d. Owner or the contractor must furnish to the Town an insurance policy of general liability in the amount of$1,000,000 naming the Town as an additional insured prior to the commencement of any work on Street G and continuing until completion of said work. 6. Upon completion of the construction of Street G, Owner shall provide the Town with as-built drawings of the same. 7. Fees. All applicable Town fees will be paid. 8. Inspections. Construction of Street G shall be subject to periodic inspections by the Town or the Town's designee. Subject to the terms and conditions of this Agreement, Owner shall be responsible for completing and/or correcting any portion of Street G which is not constructed in accordance with the approved set of plans, the Town's construction standards and specifications and engineering standards. Any change in design required during construction shall be reviewed and approved by the Town. B. Ownership and Maintenance 1. It is agreed to and acknowledged by all parties that Street G and associated improvements shall be private facilities that are located wholly within a public and emergency access easement until such time they are dedicated to the Town of Westlake. 2. No right-of-way shall be dedicated for the street as of the Effective Date of this Agreement. However, a public access easement shall be provided to the Town for execution and recording prior to the final approval for opening of Street G by the Town Engineer. 3. Any utilities adjacent to, or underneath, Street G shall be private and will not be accepted by the Town at the time of granting of the public access easement. Furthermore, Owner acknowledges that, should said utilities be constructed, any future development adjacent to Street G may necessitate the modification and/or removal of said utilities. 4. It is agreed to and acknowledged by all parties that at some point after recording of the public access easement, the Owner may dedicate the street right-of-way, street paving, and certain other improvements to the Town upon the earlier of the following: Resolurion 21-xx Exhibit A 3 a. Issuance of one or more non-residential building Certificate of Occupancies adjacent to 50% or more of the total linear footage of Street G as identified on any future approved Development and Site Plan; and b. Town Council approval of a PD3-SA Concept Plan or Development Plan wherein a comprehensive roadway design and classification system is approved specific to the entire PD3-SA zoning district along with all other information as required for said plans by the Town's zoning regulations and/or any additional conditions contained within the approving ordinance(s) for said plan; and c. A Developer's Agreement for Street G has been executed for long-term maintenance of streetscape elements, which may include landscaping, irrigation, lighting, wayfinding signage, chairs/benches, awnings, and trash receptacles; OR d. Any time from and after the date that is five years after the Effective Date, provided that the following has occurred prior to such dedication: i. Town Council approval of a PD3-SA Concept Plan or Development Plan wherein a comprehensive roadway design and classification system is approved specific to the entire PD3-SA zoning district along with all other information as required for said plans by the Town's zoning regulations and/or any additional conditions contained within the approving ordinance(s) for said plan; and ii. A Developer's Agreement for Street G has been executed for long-term maintenance of streetscape elements, which may include landscaping, irrigation, lighting, wayfinding signage, chairs/benches, awnings, and trash receptacles. 5. During that period that Street G is private, Street G, including all improvements constructed within or adjacent to the roadway, shall be maintained in good condition at all times by the Owner or its successor in title. Improvements include, but shall not limited to, road repair, lighting, irrigation, landscaping and utilities. Maintenance shall continue until such time any improvement is dedicated to, and accepted by, the Town (said acceptance not to be unreasonably withheld). 6. Prior to the Town's acceptance of dedication of any improvement in the Resolurion 21-xx Exhibit A 4 future, the Owner shall provide the Town with the following: a. Lien release; b. Right-of-Way documents including dedication instruments; c. Maintenance Records; d. Pavement condition assessment as required and approved by the Town engineer; and e. Detailed inventory of all roadway assets. SECTION 3. BREACH OF CONTRACT. Unless stated elsewhere in this Agreement, Owner shall be in default under this Agreement if Owner materially breaches any term or condition of this Agreement. In the event that such breach remains uncured after thirty (30) calendar days following receipt of written notice from the Town referencing this Agreement (or, if Owner has diligently and continuously attempted to cure following receipt of such written notice but reasonably requires more than thirty (30) calendar days to cure, then such additional amount of time as is reasonably necessary to effect cure, as determined by the Town and Owner mutually and in good faith), the Town shall have the right to terminate this Agreement immediately by providing written notice to Owner. SECTION 4. NO INDEPENDENT CONTRACTOR OR AGENCY RELATIONSHIP It is expressly understood and agreed that Owner shall not operate as a servant, contractor agent, representative or employee of the Town. Owner shall have the exclusive right to control all details and day-to-day operations relative to its operations and obligations that it is required to perform under the Agreement and shall be solely responsible for the acts and omissions of its officers, agents, servants, employees, contractors, subcontractors, licensees and invitees. Owner acknowledges that the doctrine of respondeat superior will not apply as between the Town and Owner, or Town's officers, agents, servants, employees, contractors, subcontractors, licensees, and invitees. Owner further agrees that nothing in this Agreement will be construed as the creation of a partnership or joint enterprise between the Town and Owner. SECTION 5. INDEMNIFICATION OWNER, AT NO COST OR LIABILITY TO THE TOWN, AGREES TO DEFEND, INDEMNIFY AND HOLD THE TOWN, ITS OFFICERS, ELECTED AND APPOINTED OFFICIALS, AGENTS, ATTORNEYS, SERVANTS AND EMPLOYEES (TOGETHER WITH THE TOWN, EACH A "TOWN INDEMNIFIED PERSON') HARMLESS AGAINST ANY AND ALL CLAIMS, LAWSUITS, ACTIONS, COSTS AND EXPENSES OF ANY KIND, INCLUDING, BUT NOT LIMITED TO, THOSE FOR PROPERTYDAMAGE Resolurion 21-xx Exhibit A $ OR LOSS (INCLUDING ALLEGED DAMAGE OR LOSS TO OWNER'S BUSINESS AND ANY RESULTING LOST PROFITS OF OWNER) AND/OR PERSONAL INJURY, INCL UDING DEATH, THAT RELATE TO, ARISE OUT OF OR ARE OCCASIONED BY ANY ACT OR OMISSION OR INTENTIONAL MISCONDtICT OF OWNER, ITS OFFICERS, AGENTS, ASSOCIATES, EMPLOYEES, CONTRACTORS OR SUBCONTRACTORS (OTHER THAN ANY TOWN INDEMNIFIED PERSON) ARISING OUT OF OR IN CONNECTION WITH THIS AGREEMENT. OWNER'S OBLIGATIONS IN THIS SECTION 5 SHALL NOT APPLY TO ANY CLAIM, LOSS, DAMAGE, CAUSE OF ACTION, SUIT OR LIABILITY THAT ARISES MORE THAN TWO YEARS AFTER THE DEDICATION AND ACCEPTANCE BY THE TOWN, OF STREET G. SECTION 6. INDEMNITY AGAINST DESIGN DEFECTS APPROVAL OF THE TOWN ENGINEER OR OTHER TOWN EMPLOYEE, OFFICIAL, CONSULTANT, EMPLOYEE, OR OFFICER OF ANY PLANS, DESIGNS OR SPECIFICATIONS SUBMITTED BY OWNER UNDER THIS AGREEMENT SHALL NOT CONSTITUTE OR BE DEEMED TO BE A RELEASE OF THE RESPONSIBILITY AND LIABILITY OF OWNER, ITS ENGINEER, CONTRACTORS, EMPLOYEES, OFFICERS, OR AGENTS FOR THE ACCURACY AND COMPETENCY OF THEIR DESIGN AND SPECIFICATIONS. SUCH APPROVAL SHALL NOT BE DEEMED TO BE AN ASSUMPTION OF SUCH RESPONSIBILITY OR LIABILITY BY THE TOWN FOR ANY DEFECT IN THE DESIGN AND SPECIFICATIONS PREPARED BY THE CONSULTING ENGINEER, ITS OFFICERS, AGENTS, SERVANTS, OR EMPLOYEES, IT BEING THE INTENT OF THE PARTIES THAT APPROVAL BY THE TOWN ENGINEER OR OTHER TOWNEMPLOYEE, OFFICIAL, CONSULTANT, OR OFFICER SIGNIFIES THE TOWN APPROVAL OF ONLY THE GENERAL DESIGN CONCEPT OF THE IMPROVEMENTS TO BE CONSTRtICTED. IN THIS CONNECTION, FOR A PERIOD OF TWO YEARS AFTER DEDICATION AND ACCEPTANCE OF THE TOWN OF STREET G, OWNER SHALL INDEMNIFY AND HOLD HARMLESS EACH TOWN INDEMNIFIED PERSON FROM ANY LOSS, DAMAGE, LIABILITY OR EXPENSE ON ACCOUNT OF DAMAGE TO PROPERTY AND INJURIES, INCLUDING DEATH, TO ANY AND ALL PERSONS WHICH MAY ARISE OUT OF ANY DEFECT, DEFICIENCY OR NEGLIGENCE OF THE ENGINEER DESIGNS AND SPECIFICATIONS TO THE EXTENT PREPARED OR CA USED TO BE PREPARED B Y O WNER AND INCORPORA TED INTO THE STREET G IMPROVEMENTS, AND OWNER SHALL DEFEND AT ITS OWN EXPENSE ANY SUITS OR OTHER PROCEEDINGS BROUGHT AGAINST ANY TOWN INDEMNIFIED PERSON, ON ACCOUNT THEREOF, TO PAY ALL EXPENSES AND SATISFY ALL JUDGMENTS WHICH MA Y BE INCURRED B Y OR RENDERED A GAINST THEM, Resolurion 21-xx Exhibit A 6 COLLECTIVEL Y OR INDIVID UALL Y, PERSONALL Y OR IN THEIR OFFICIAL CAPACITY, IN CONNECTION HEREWITH; PROVIDED THAT OWNER SHALL HAVE THE RIGHT TO SELECT COUNSEL OF ITS OWN CHOOSING AND SHALL HAVE ALL REQUISITE AUTHORITY TO ENTER INTO ANY SETTLEMENT AGREEMENT AT ANY TIME IN CONNECTION WITH ANY SUCH CLAIMS OR LIABILITIES FOR WHICH THE OWNER OWES INDEMNITY UNDER THIS SECTION. NOTWITHSTANDING THE FOREGOING, NOTHING IN THIS SECTION SHALL REQUIRE OWNER TO INDEMNIFY OR DEFEND FOR ANY CLAIMS ARISING OUT OF THE GROSS NEGLIGENCE OR WILLFUL MISCONDUCT OF THE TOWN ENGINEER OR ANY TOWN INDEMNIFIED PERSON. SECTION 7. NOTICES All written notices called for or required by this Agreement shall be addressed to the following, or such other party or address as either party designates in writing, by certified mail,postage prepaid, or by hand delivery: If to Owner: Westlake Retail Associates, Ltd. c/o Hillwood Alliance Services, LLC 9800 Hillwood Parkway, Suite 300 Fort Worth, TX 76177 Attention: Russell Laughlin If to Town: Town of Westlake Attn: Town Manager 1500 Solana Blvd. Building 7, Suite 7200 Westlake, Texas 76262 With a copy to (which shall not constitute notice) Boyle&Lowry, L.L.P. Attn: L. Stanton Lowry 4201 Wingren Dr., Suite 108 Irving, Texas 75062 SECTION 8. ASSIGNMENT AND SUCCESSORS Except as set forth below, Owner may not assign, transfer or otherwise convey any of its rights or obligations under this Agreement to any other person or entity without the prior consent of the Town Council, which shall not be unreasonably Resolurion 21-xx Exhibit A 7 withheld. Any lawful assignee or successor in interest of Owner of all rights and obligations under this Agreement shall be deemed "Owner" for all purposes under this Agreement. Notwithstanding the foregoing, Westlake Retail Associates, Ltd. ("WRA") may, without the prior consent of the Town Council, assign its rights and obligations under this Agreement to the Circle T Ranch — Phase III Association to whom WRA transfers all or any portion of Street G, and upon such assignment, WRA shall have no further rights or obligations as Owner under this Agreement. SECTION 9. COMPLIANCE WITH LAWS, ORDINANCES, RULES AND REGULATIONS This Agreement will be subject to all applicable Federal, State and local laws, ordinances, rules and regulations, including, but not limited to, all provisions of the Town's codes and ordinances, as amended. SECTION 10. GOVERNMENTAL POWERS It is understood that by execution of this Agreement, the Town does not waive or surrender any of its governmental powers or immunities that are outside of the terms, obligations, and conditions of this Agreement. SECTION 11. NO WAIVER The failure of either party to insist upon the performance of any term or provision of this Agreement or to exercise any right granted hereunder shall not constitute a waiver of that party's right to insist upon appropriate performance or to assert any such right on any future occasion. SECTION 12. VENUE AND JURISDICTION If any action, whether real or asserted, at law or in equity, arises on the basis of any provision of this Agreement, venue for such action shall lie in state courts located in Tarrant County or Denton County, Texas or the United States District Court for the Northern District of Texas — Fort Worth Division. This Agreement shall be construed in accordance with the laws of the State of TeXas. SECTION 13. NO THIRD PARTY RIGHTS The provisions and conditions of this Agreement are solely for the benefit of the Town and Owner, and any lawful assign or successor of Owner, and are not intended to create any rights, contractual or otherwise, to any other person or entity. SECTION 14. FORCE MAJEURE Resolurion 21-xx Exhibit A g It is expressly understood and agreed by the Parties to this Agreement that in the event that any party shall be prevented from performing any of its obligations under this Agreement by any act of God, war, riot, civil commotion, strikes, fires, flood, disease, epidemic, pandemic, quarantine, act of government, state of emergency, or by the occurrence of any event beyond the control of such party, then such party shall be excused from the performance of the obligations under this Agreement but only during such period of Force Majeure. SECTION 15. INTERPRETATION In the event of any dispute over the meaning or application of any provision of this Agreement, this Agreement shall be interpreted fairly and reasonably, and neither more strongly for or against any party, regardless of the actual drafter of this Agreement. SECTION 16. SEVERABILITY CLAUSE. It is hereby declared to be the intention of the Parties that sections, paragraphs, clauses and phrases of this Agreement are severable, and if any phrase, clause, sentence, paragraph or section of this Agreement shall be declared unconstitutional or illegal by the valid judgment or decree of any court of competent jurisdiction, such unconstitutionality or illegality shall not affect any of the remaining phrases, clauses, sentences, paragraphs or sections of this Agreement. SECTION 17. CAPTIONS Captions and headings used in this Agreement are for reference purposes only and shall not be deemed a part of this Agreement. SECTION 18. ENTIRETY OF AGREEMENT This Agreement, including any attachments attached hereto, contains the entire understanding and Agreement between the Town and Owner, and any lawful assign and successor of Owner, as to the matters contained herein. Any prior or contemporaneous oral or written agreement is hereby declared null and void to the extent in conflict with any provision of this Agreement. Notwithstanding anything to the contrary herein, this Agreement shall not be amended unless executed in writing by all parties and approved by the Town Council of the Town in an open meeting held in accordance with Chapter 551 of the TeXas Government Code. SECTION 19. COUNTERPARTS Resolurion 21-xx Exhibit A 9 This Agreement may be executed in multiple counterparts, each of which shall be considered an original, but all of which shall constitute one instrument. Resolurion 21-xx Exhibit A 1� SIGNED AND EFFECTIVE on the date last set forth below. WRA: Westlake Retail Associates, Ltd. By: HWWRA GP, LLC, a Texas limited liability company, its general partner By: Name: Title: TOWN OF WESTLAKE, TEXAS By: Amanda DeGan, Town Manager ATTEST: Todd Wood, Town Secretary Date: Stan Lowry, Town Attorney Date: Resolurion 21-xx Exhibit A 11 �� \� � �i \\\� �,s� \\�� p�0 \, \� h� STATFH/Gy�Ay>>4 `\�� . \� SITE —� �� / V ICII117Y.�11A2 j _ - SCALE:1"=2,000' � / � s� � WESTIAKEREfNILASSOC.,LTD �A p OC9B-011Bfi09 CSKINROSS�CTARHWAY,LLC i �� CITVOFROANOKE o _� / i�usrazais�satoi � � __� TOW N OF W ESTLAKE EXISTING'Po3-SA'ZONING /� �- FUTURE�EVELOPMENT � `�� ,� � \\�'�� / , ;, / \�\�� SCHWAB WAY PHASE 1 /'�� ; ,\\ ..... --------__`_- ------------_—_—_�—=--.. j ,�o ,C ;i-'� � . ` /' 2 PHASEI � �� ewsasiuNo.�a j P� , j pHASE _� " anace� � , . ,%�. 1 _ . _, _ _� iHs�azaosa�sea G�� I a.a.a.o.c.r. � �� 5�� .... � /(� Q`�`�. �� '/ �� o a a� � g�� P�/� Qc °o° o4'� � �: % �� ii' �, SG,r; �/�;:�� ;� �� ;� Resolution 21-06 � � �' Exhibit "B" �� a �� I �' j/-----�`�� / ', �; I- �. _ \\ CS KINROSS�C PARIWAY,lLC / /' I . 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Nwnzoaoa OWNER DEVELOPER PLANNER/ENGINEER! � � A LOCATION MAP OF � � FILEPATH G:JOB\HN/A200�Front44_St_G SURVEVOR STREET G DRAWNBY BD "i'' PELOTON REVIEWEDBY TN "� q WESTLAKERETAILASSOCIATES,LID WESTLAKERETAILASSOCIATES,LTD OATE APRIL 14,2020 NORTH 9800 HILLWO00 PMKWAY 9900HILLWOOD PARKYVAY IIIII ��o S O��i i O w S EXISTING PD3-5 DATE REVISIONS " FORTWORTHETEXAS]611] FORTWORrHETEXASl8111 9900HILLNro00PARNWAY LOCATEOINTHE � cauMr e•x[ SUITE25a TME RICHARD EADS SURVEV,ABSTRACT NUMeER 383 FORT WORTH,T%161]1 PHONE:81]-Sfi2-3350 SINATED IN THE TOWN OF WESTLAKE,DENrON COUNTV,TE%AS � THE TOWN OF WESTLAKE TEXAS , � � � � � � z TO SERVE w SANITARY SEWER, PAVING, DRAINAGE, LANDSCAPE, � w IRRIGATION, & STREET LIGHT IMPROVEMENTS � O SHEET NO. � � C001 COVER SHEET � ■ *C003-0004 GENERAL CONSTRUCTION NOTES H � S O U I O � C101 EXISTING CONDITIONS&DEMOLITION PLAN = � ('� C201 OVERALL SANITARY SEWER PLAN J C202-C203 SANITARY SEWER PLAN &PROFILE � ■ ■ * C204 UTILITY DETAILS W X I I C301 DRAINAGE AREA MAP- INTERIM w C302 DRAINAGE AREA MAP- ULTIMATE � C303 HYDRAULIC CALCULATIONS � ,,� n /�,�� C401 PAVING PLAN & PROFILE-STREET G °� ROANOKE � v (� � � C402 PAVING PLAN- DECELERATION LANE Z vO �� *C403-C404 PAVING DETAILS � 0 � � Q �v O0� p�Q o C501 GRADING PLAN � 377 OOO�� ' �v�� C601-C603 STORM DRAIN PLAN 8� PROFILE � O O * C604 STORM DRAIN DETAILS � SCHWAB C701-C702 PAVEMENT MARKING AND SIGNAGE PLAN � WAY 114 0 * C703 PAVEMENT MARKING AND SIGNAGE DETAILS � TE,�,S �/� C801 TRAFFIC CONTROL PLAN w TURNER ��, �� 0 � �qKE * C802 TRAFFIC CONTROL PLAN DETAILS Q 170 �/�� t�, C901 EROSION 8�SEDIMENT CONTROL PLAN U T� ��CF,Q �� * C902 EROSION 8�SEDIMENT CONTROL DETAILS � j 5�� L001 LANDSCAPE GENERAL NOTES Z S ITE ��e L101 LANDSCAPE PLANTING PLAN � C��'—' C•��••��'6'c� L102 LANDSCAPE SPECIFICATIONS W � WESTLAKE ��,�p.'�E oF rF�e IR101 IRRIGATION PLAN Q W IR202 IRRIGATION NOTES&DETAILS Y *��• � ...��'� SL-1 STREET LIGHT PLAN Z O r; '.• Z �� SL-2 STREET LIGHT DETAILS � .. QO ..TANYA N.WARBRITTON �, � . -o: �2802s '� � �0'c�c'��CENSE�� C7 � SS��NAL�EaG " HE HEE , P IFI ALLY IDEN IFI IN THI INDEX F HEE , Z DOVE RD HAVE BEEN AUTHORIZED BY ME OR UNDER MY RESPONSIBLE � 01/19/2021 SUPERVISION AS BEING APPLICABLE TO THIS PROJECT Q � � PELOTON LAND SOLUTIONS � � � W � � Z TEXAS FIRM N0.12207 � Z °° J LJ,J � v The seal appearing on this document was authorized � p � ? by Tanya N. Warbritton, P.E. No. 128028. w � � Alteration of a sealed document without proper notification (n � � to the responsible engineer is an offense under the � Texas Engineering Practice Act Q H Z Q � N � NOT TO SCALE LOCATION MAP N.T.S. � OWNER / DEVELOPER: ENGINEER: ~ w TOWN OF WESTLAKE H I LLWOOD ALLIANCE Q�� ' = w ; =g PELOTON � .=oa : _.: : : SERVICES LLC i� ~ I I I L A N D S O L U T I O N S � ! w APPROVED 9800 HILLWOOD 9800 HILLWOOD Y PARKWAY, SUITE 300 PARKWAY, SUITE 250 FORT WORTH, TX 76177 FORT WORTH, TX 76177 ¢ TITLE PHONE: 817-244-6000 PHONE: 817-562-3350 � FAX: 817-244-6060 TX FIRM NO 12207 w DATE � � � U GENERALNOTES GENERAL REQUIREMENTS UTILITIES EROSION CONTROL GENERAL NOTE 1. EROSION CONTROL MEASURES MAY ONLY BE PLACED IN FRONT OF INLETS, OR IN GENERAL: GENERAL: CHANNELS, DRAINAGEWAYS OR BORROW DITCHES AT RISK OF THE CONTRACTOR. 1. FOR UTILITY WORK WITHIN UTILITY EASEMENTS, ONCE PIPE OR APPURTENANCES HAVE BEEN INSTALLED OR THE CONTRACTOR SHALL REMAIN LIABLE FOR ANY DAMAGE CAUSED BY THE 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PUBLIC OR PRIVATE, PRIOR TO REHABILITATED, IMMEDIATELY COMMENCE TEMPORARY SURFACE RESTORATION. COMPLETE SURFACE RESTORATION MEASURES, INCLUDING FLOODING DAMAGE, WHICH MAY OCCUR DUE TO BLOCKED EXCAVATION. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR TO THE OWNER'S SATISFACTION WITHIN SEVEN (7) DAYS OF WORK FINISHING ON-SITE. FAILURE TO MAINTAIN DRAINAGE. AT THE CONCLUSION OF ANY PROJECT, ALL CHANNELS, DRAINAGEWAYS CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON INFORMATION FURNISHED BY THE OWNERS OF SUCH SURFACE RESTORATION, AS NOTED ABOVE, MAY RESULT IN SUSPENSION OF WORK UNTIL RESTORATION IS COMPLETE. AND BORROW DITCHES IN THE WORK ZONE SHALL BE DREDGED OF ANY SEDIMENT UNDERGROUND FACILITIES OR ON PHYSICAL APPURTENANCES OBSERVED IN THE FIELD. THE TOWN AND ENGINEER 2. EXISTING VERTICAL DEFLECTIONS AND PIPE SLOPES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND GENERATED BY THE PROJECT OR DEPOSITED AS A RESULT OF EROSION CONTROL SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE HAVE NOT BEEN FIELD VERIFIED, UNLESS OTHERWISE NOTED. RIM ELEVATIONS, FLOW LINES, AND HORIZONTAL MEASURES. CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION OR DATA, LOCATIONS OF EXISTING MANHOLES WERE DETERMINED FROM FIELD SURVEY. IF FIELD CONDITIONS VARY FROM FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH THOSE SHOWN ON DRAWINGS CONTRACTOR SHALL NOTIFY TOWN. 2. ALL DISTURBED AREAS SHALL BE SEEDED OR SODDED, WATERED & MAINTAINED UNDERGROUND FACILITIES DURING CONSTRUCTION AND FOR THE SAFETY AND PROTECTION THEREOF AND REPAIRING 3. MAINTAIN ALL EXISTING WATER AND SEWER CONNECTIONS TO CUSTOMERS IN WORKING ORDER AT ALL TIMES, UNTIL 70% VEGETATIVE COVER IS ATTAINED. ANY DAMAGE THERETO RESULTING FROM THE WORK. THIS WORK SHALL BE CONSIDERED AS A SUBSIDIARY ITEM EXCEPT FOR BRIEF INTERRUPTIONS IN SERVICE FOR WATER AND SEWER SERVICES TO BE REINSTATED. IN NO CASE OF WORK, THE COST OF WHICH SHALL BE INCLUDED IN THE PRICE BID IN THE PROPOSAL FOR VARIOUS BID ITEMS. SHALL SERVICES BE ALLOWED TO REMAIN OUT OF SERVICE OVERNIGHT. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED OWNERS (UTILITY COMPANIES) OR AGENCIES IN WRITING AT LEAST 4. ESTABLISH AND MAINTAIN A TRENCH SAFETY SYSTEM IN ACCORDANCE WITH THE EXCAVATION SAFETY PLAN 48 HOURS PRIOR TO CONSTRUCTION. AND FEDERAL, STATE OR LOCAL SAFETY REQUIREMENTS. MEDIANS AND ROW A. NOTIFY TEXAS 811 (1-800-DIG-TESS OR WWW.TEXAS811.ORG) TO LOCATE EXISTING UTILITIES 5. PROVIDE AND FOLLOW APPROVED CONFINED SPACE ENTRY PROGRAM IN ACCORDANCE WITH OSHA PRIOR TO CONSTRUCTION. REQUIREMENTS. CONFINED SPACES SHALL INCLUDE MANHOLES AND ALL OTHER CONFINED SPACES IN ACCORDANCE 1. DURING THE CONSTRUCTION OF MEDIANS, THE PROJECT INSPECTOR IS TO CONTACT B. CAUTION! BURIED ELECTRIC LINES MAY EXIST ALONG THIS PROJECT. CONTACT ELECTRICAL PROVIDERS 48 WITH OSHA'S PERMIT REQUIRED FOR CONFINED SPACES. THE TOWN FOR INSPECTION OF ALL IRRIGATION LINES, DEPTH, AND PRESSURE PRIOR HOURS PRIOR TO EXCAVATION : 6. ONLY TOWN PREQUALIFIED CONTRACTORS, BY APPROPRIATE WATER DEPARTMENT WORK CATEGORY, SHALL TO BACKFILLING OF THE ACTUAL MEDIAN. * TXU ELECTRIC DELIVERY 1-800-344-8377 BE ALLOWED TO ADJUST VALVE BOXES, MANHOLES, RING & COVERS, ETC. C. CAUTION! BURIED GAS LINES MAY EXIST ALONG THIS PROJECT. CONTACT {GAS COMPANY}48 HOURS 2. THE TOWN WILL INSPECT THE MEDIANS TO ENSURE THAT NO DEBRIS IS BEING PRIOR TO EXCAVATION, AND WITHIN TWO (2) HOURS OF ENCOUNTERING A GAS LINE (ATMOS GAS: STORED OR DISPOSED OF IN THE MEDIAN. ALL MEDIAN SOIL SHALL HAVE CLEAN 1-800-344-8377) STORM DRAIN: SOIL TO A DEPTH OF 24 INCHES. THE BOTTOM 18 INCHES SHALL BE CLEAN DIRT D. CAUTION! BURIED COMMUNICATION CABLES MAY EXIST ALONG THIS PROJECT. CONTACT 1. MAINTAIN THE EXISTING STORM DRAINAGE SYSTEM UNTIL THE PROPOSED SYSTEM IS IN SERVICE. IN NO CASE FREE FROM CONSTRUCTION DEBRIS, FREE OF ROCKS GREATER THAN 6 INCHES IN COMMUNICATION COMPANIES 48 HOURS PRIOR TO EXCAVATION: SHOULD THE CONTRACTOR LEAVE THE EXISTING STORM DRAIN OUT OF SERVICE WHEREBY RUNOFF WOULD CAUSE DAMAGE DIAMETER AND THE TOP SIX (6) INCHES SHALL BE TOP SOIL. IN-SITU SOIL CAN BE * CHARTER COMMUNICATIONS 1-800-344-8377 TO ADJACENT PROPERTY. ACCEPTABLE IF APPROVED BY THE TOWN UPON REVIEWING GEOTECHNICAL SOIL E. CAUTION! WHEN DOING WORK WITHIN 200 FEET OF ANY SIGNALIZED INTERSECTION, THE CONTRACTOR 2. CONSTRUCT ALL DRAINAGE IMPROVEMENTS FROM THE DOWNSTREAM END TO THE UPSTREAM END TO ALLOW BORINGS AND SITE INSPECTIONS. IF SOIL BORINGS INDICATE SOLID ROCK IS PRESENT, SHALL NOTIFY TOWN OF WESTLAKE (817) 430-0941. THE CONTRACTOR SHALL PROTECT CONTINUED STORM DRAIN SERVICE. IF THE CONTRACTOR PROPOSES TO CONSTRUCT THE SYSTEM OTHERWISE, THE THE TOP 24 INCHES SHALL BE REMOVED AND REPLACED WITH 24 INCHES OF SOIL EXISTING SIGNAL HARDWARE, GROUND BOXES, DETECTION LOOPS, AND UNDERGROUND CONDUIT AT CONTRACTOR SHALL SUBMIT A SEQUENCING PLAN TO THE TOWN FOR APPROVAL. AS DESCRIBED ABOVE. THE CONTRACTOR IS TO PROVIDE CERTIFICATION OF THE SIGNALIZED INTERSECTIONS. ANY DAMAGES AT SIGNALIZED INTERSECTIONS SHALL BE REPLACED AT THE 3. TAKE APPROPRIATE MEASURES TO PRESERVE WILDLIFE IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE SOIL AND SEED, SOD OR HYDRO-SEED PRIOR TO INSTALLATION OF THE MATERIALS EXPENSE OF THE CONTRACTOR. THE CONTRACTOR SHALL CONTACT THE TOWN OF WESTLAKE TO AND LOCAL GUIDELINES. AND ONCE THE MATERIALS HAVE BEEN DELIVERED, THE CONTRACTOR SHALL PROVIDE PERFORM CONDUIT LINE LOCATES AT SIGNALIZED INTERSECTIONS 72 HOURS PRIOR TO COMMENCING TO THE TOWN A COPY OF THE DELIVERY TICKET. WORK AT THE INTERSECTION. F. THE CONTRACTOR SHALL NOTIFY THE TOWN OF WESTLAKE (817)430-0941 48 HOURS PRIOR TO THE TRANSPORTATION 3. FOR AREAS OF ROW INCLUDING MEDIANS, THE CONTRACTOR IS TO REMOVE ALL ROCKS START OF ANY EXCAVATION 6" OR GREATER WITHIN THE SOILS TO A DEPTH OF 6" AND THAT ALL SURFACE ROCKS 2. CONTRACTOR'S PERSONNEL SHALL HAVE IDENTIFYING CLOTHING, HATS OR BADGES AT ALL TIMES WHICH IDENTIFY GENERAL: GREATER THAN 1" BE REMOVED FROM THE SURFACE. ONCE THE GRADING WORK IS FINAL, THE CONTRACTOR'S NAME, LOGO OR COMPANY. 1. NOTIFY TOWN OF WESTLAKE (817)430-0941 AT LEAST ONE WEEK PRIOR TO STARTING WORK ON CALL THE TOWN INSPECTOR OVER TO INSPECT THE PROPERTY PRIOR TO SEEDING. 3. PROTECT CONCRETE CURB AND GUTTER, DRIVEWAYS, AND SIDEWALKS THAT ARE NOT DESIGNATED FOR REMOVAL. TRAFFIC SIGNALS. (SEE NOTE NUMBER 2 AS IT RELATES TO SEEDING PROCESSES.) REMOVAL AND REPLACEMENT OF THESE ITEMS SHALL BE AS DESIGNATED IN THE DRAWINGS. 2. NOTIFY TOWN OF WESTLAKE (817) 430-0941 PROJECT REPRESENTATIVE AT LEAST 24-HOURS IN ADVANCE OF ALL CONCRETE POURS. INSPECTOR MUST BE PRESENT WHEN CONCRETE IS PLACED ON THE PROJECT SITE. 4. THE TOWN IS TO BE NOTIFIED 72 HOURS PRIOR TO DELIVERY OF THE MATERIALS 3. IF APPLICABLE, EQUIPMENT SUPPLIED BY THE TOWN WILL BE AVAILABLE FOR PICK UP FROM TOWN OF WESTLAKE. TO ENSURE THAT IT IS INSPECTED BY THE TOWN OF WESTLAKE. EXTERIOR IMPROVEMENTS THE PROJECT REPRESENTATIVE MUST AUTHORIZE ALL EQUIPMENT PICKUPS. 4. DESIGN CONSULTANT SHALL SUBMIT ELECTRONIC (PDF) FINAL SIGNED AND SEALED PLANS TO THE TOWN. 5. THE CONTRACTOR SHALL PROVIDE TO THE TOWN, A COPY OF ALL CERTIFICATIONS GENERAL: 5. CONTRACTOR SHALL PROVIDE A 5 YEAR MANUFACTURER WARRANTY ON APS SYSTEMS. THE WARRANTY ON SOIL, SOD SEEDING OR HYDRO-MULCH PRIOR TO INSTALLATION ALONG WITH A COPY DOCUMENTATION SHALL INCLUDE THE START DATE (WHEN MATERIAL IS DELIVERED TO JOB SITE) AND THE END DATE OF OF THE DELIVERY TICKET. 1. AT LOCATIONS WHERE THE CURB AND GUTTER ARE TO BE REPLACED, THE CONTRACTOR SHALL ASSUME ALL THE WARRANTY AND THE SERIAL NUMBER OF THE EQUIPMENT. RESPONSIBILITY FOR THE RE-ESTABLISHMENT OF EXISTING STREET AND GUTTER GRADES. ESTABLISHMENT OF 6. ALL GRASSED MEDIANS SHALL BE WATERED AND MAINTAINED BY THE CONTRACTOR GRADES SHALL BE CONSIDERED AS A SUBSIDIARY ITEM OF WORK, THE COST OF WHICH SHALL BE INCLUDED IN THE TRAFFIC SIGNALS: UNTIL ACCEPTED BY THE TOWN OF WESTLAKE. PRICE BID IN THE PROPOSAL FOR VARIOUS BID ITEMS. 1. THE TOWN WILL NOT PROVIDE TRAFFIC SIGNAL CABINET OR TRAFFIC SIGNAL CONTROLLER TO THE CONTRACTOR. THE 2. ALL DRIVEWAYS, WHICH ARE OPEN CUT, SHALL HAVE AT LEAST A TEMPORARY DRIVING SURFACE AT THE END OF COST FOR THESE ITEMS MUST BE INCLUDED IN THE TOWN PROJECT BUDGET, OR FOR ALL PRIVATELY FUNDED PROJECTS, �. ALL LANDSCAPE MATERIAL MUST BE INSPECTED PRIOR TO SELECTION OR UPON EACH DAY. THE TEMPORARY SURFACE SHALL BE CONSIDERED AS A SUBSIDIARY ITEM OF WORK. THE COST OF THE COST MUST BE INCLUDED IN THE BID PACKAGE FOR PURCHASE FROM THE VENDOR. DELIVERY BY THE TOWN OF WESTLAKE. DELIVERY TAGS AND RECEIPTS MUST BE PRESENTED TO WHICH SHALL BE INCLUDED IN THE PRICE BID IN THE PROPOSAL FOR VARIOUS BID ITEMS. 2. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS NEEDED TO CONSTRUCT A FULLY OPERATIONAL TRAFFIC SIGNAL THE TOWN OF WESTLAKE PRIOR TO INSPECTION FOR CERTIFICATION OF MATERIALS. AS CALLED OUT FOR IN THE PLANS AND SPECIFICATIONS. 3. ALL EXISTING SIGNAL EQUIPMENT SHALL REMAIN IN PLACE AND OPERATING UNTIL NEW EQUIPMENT IS IN PLACE g, ALL PLANT MATERIAL IDENTIFICATION TAGS MUST REMAIN ON PLANT MATERIALS SIDEWALKS AND CURB RAMPS: AND READY TO OPERATE. WHEN INSTALLED. 4. THE CONTRACTOR IS RESPONSIBLE FOR HAULING AND PROPERLY DISPOSING OF SALVAGED MATERIAL FROM THE 1. THE CURB RAMP STANDARD DETAILS ARE INTENDED TO SHOW TYPICAL LAYOUTS FOR THE CONSTRUCTION OF THE JOB SITE TO A DISPOSAL SITE OF THEIR CHOOSING. THE CONTRACTOR WILL NOT BE ALLOWED TO DROP OFF SALVAGED g. THE CONTRACTOR SHALL CONTACT THE TOWN OF WESTLAKE 72 HOURS PRIOR TO INSTALLATION OF ANY CURB RAMPS. THE INFORMATION SHOWN ON THE STANDARD DETAILS MEET THE REQUIREMENTS SHOWN IN THE MATERIALS AT THE TOWN YARDS. PLANTINGS OR SOD FOR INSPECTION OF PLANT MATERIALS . ANY PLANT MATERIAL THAT IS NOT "2012 TEXAS ACCESSIBILITY STANDARDS" (TAS) AND THE "2010 ADA STANDARDS FOR ACCESSIBLE INSPECTED BY THE TOWN AND INSTALLED PRIOR TO INSPECTION MAY BE REJECTED. DESIGN" BY THE DEPARTMENT OF JUSTICE. FOUNDATIONS: ONCE INSTALLED, THE CONTRACTOR SHALL CONTACT THE TOWN OF WESTLAKE AGAIN FOR 2. TOWN OF WESTLAKE STANDARD DETAILS ARE ONLY INTENDED TO INDICATE PAY LIMITS FOR EACH TYPE OF 1. DIMENSIONS SHOWN ON PLANS FOR LOCATIONS OF SIGNAL FOUNDATIONS, CONDUIT, AND OTHER ITEMS MAY INSPECTION OF PLANTED MATERIAL. RAMP, THE ENGINEER IS RESPONSIBLE FOR THE DEVELOPMENT AND DESIGN OF THE SIDEWALK AND CURB RAMP VARY IN ORDER TO MEET LOCAL CONDITIONS. ALL LOCATIONS OF FOUNDATIONS, CONDUIT, AND GROUND BOXES SHALL LAYOUT, INCLUDING ACTUAL DIMENSIONS AND SLOPE PERCENTAGES. BE APPROVED BY THE TRAFFIC SIGNAL INSPECTOR OR THE TOWN ENGINEER. 10. FOR LINES DAMAGED OR INSTALLED -ALL IRRIGATION LINES SHALL BE INSPECTED BY 3. THE CONTRACTOR MAY NOT MAKE CHANGES TO THE SIDEWALK AND CURB RAMP LAYOUT WITHOUT APPROVAL OF 2. CONTRACTOR SHALL CONTACT THE TOWN TRAFFIC SIGNAL INSPECTOR PRIOR TO POURING CABINET FOUNDATION TO THE TOWN. THE CONTRACTOR SHALL CONTACT THE TOWN 72 HOURS PRIOR TO THE TOWN. THE CONTRACTOR MAY PROPOSE CHANGES TO THE SIDEWALK AND CURB RAMP LAYOUT DUE TO FIELD BE SURE THAT TEMPLATE AND BOLT PATTERNS ARE CORRECT FOR TYPE OF CABINET BEING SUPPLIED. FOUNDATION BACKFILLING OF ALL IRRIGATION LINES FOR PRESSURE TESTING OF THE LINES. ONCE CONDITIONS, BUT ANY PROPOSED CHANGES MUST BE APPROVED BY THE TOWN. SHALL BE INSTALLED PER TOWN SPECIFICATION AND TOWN DETAIL. IRRIGATION LINES HAVE BEEN INSPECTED AND APPROVED THEN TREES AND 4. CURB RAMP RUNNING SLOPES SHALL NOT BE STEEPER THAN 8.3/o (12:1). ADJUST CURB RAMP LENGTH OR 3. PIER FOUNDATIONS SHALL BE POURED TOGETHER IN ONE PIECE. PLANTING MATERIALS CAN BE INSTALLED. GRADE OF APPROACH SIDEWALKS AS DIRECTED BY THE TOWN. 4. NO SIGNAL POLES SHALL BE PLACED ON FOUNDATIONS PRIOR TO FIVE (5) CALENDAR DAYS FOLLOWING POURING 5. CURB RAMP FLARE SLOPES SHALL NOT BE STEEPER THAN 10% (10:1)AS MEASURED ALONG BACK OF CURB. OF CONCRETE. 11. ALL PLANTING MATERIAL WILL BE WARRANTEED AND A MAINTENACE BOND TO BE 6. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP SURFACES IS 2%. 5. CONTRACTOR SHALL CLEAN UP AND REMOVE ALL LOOSE MATERIAL RESULTING FROM CONSTRUCTION OPERATIONS POSTED FOR ALL LANDSCAPING MATERIALS, (HARDSCAPES, IRRIGATION, PLANTINGS). 7. THE MINIMUM WIDTH OF SIDEWALKS AND CURB RAMPS SHALL BE 4 FEET. EACH DAY PRIOR TO THE WORK IS BEING SUSPENDED. 8. LANDINGS SHALL BE PROVIDED AT THE TOP OF CURB RAMPS. THE LANDING CLEAR LENGTH SHALL BE 5 FEET 6. CONTROLLER CABINET CONCRETE APRON SHALL BE SUBSIDIARY TO THE BID ITEM FOR THE CONTROLLER CABINET MINIMUM FROM THE END OF RAMP. THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE CURB FOUNDATION. CABINET FOUNDATION AND APRON SHALL BE POURED TOGETHER IN ONE PIECE. RAMP, EXCLUDING FLARES. THE LANDING SHALL HAVE A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. 9. IN ALTERATIONS WHERE THERE IS NO LANDING AT THE TOP OF THE CURB RAMP, CURB RAMP FLARES SHALL BE CONTROLLER AND CABINET: PROVIDED AND SHALL NOT BE STEEPER THAN 8.3% (12:1). 1. CONTRACTOR SHALL INSTALL CONTROLLER CABINET AND CONNECT ALL ASSOCIATED FIELD WIRING. 10. WHERE TURNING IS REQUIRED, MANEUVERING SPACE AT THE TOP AND BOTTOM OF CURB RAMPS SHALL BE 5 FEET 2. TOWN WILL INSTALL SIGNAL TIMING AND PROGRAM CONTROLLER. BY 5 FEET MINIMUM. THE SPACE AT THE BOTTOM SHALL BE WHOLLY CONTAINED WITHIN THE CROSSWALK MARKINGS AND SHALL NOT PROJECT INTO VEHICULAR TRAFFIC LANES. CONDUIT: 11. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NORMALLY WALK ACROSS 1. A CONTINUOUS GROUNDED SYSTEM SHALL BE PROVIDED IN PVC CONDUIT BY RUNNING 1-#8 BARE COPPER THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS PLANTING OR OTHER NON-WALKING SURFACE OR BECAUSE WIRE IN CONDUIT BETWEEN FOUNDATIONS AND GROUNDING AT EACH FOUNDATION GROUND ROD. THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. 2. ALL CONDUITS SHALL BE SCHEDULE 80 PVC. 12. WHERE CURB RAMPS ARE PROVIDED, CROSSWALK MARKINGS SHALL BE REQUIRED AND RAMPS SHALL BE ALIGNED 3. ELECTRICAL SERVICE SHALL BE INSTALLED PER TOWN SPECIFICATIONS AND TOWN DETAIL IN SEPARATE 2" CONDUIT WITH THE CROSSWALK. FROM THE METER TO THE SIGNAL CABINET. 13. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE CURB RAMP SHALL NOT BE STEEPER THAN 5% (20:1) IN ANY DIRECTION. TRAFFIC SIGNS AND PAVEMENT MARKINGS: 1. ALL TRAFFIC SIGNS AND MOUNTING HARDWARE SHOWN ON THE PLANS WILL BE FURNISHED AND INSTALLED BY THE CONTRACTOR INCLUDING THE METRO STREET NAME SIGNS. THE CONTRACTOR SHALL PROVIDE A DETAIL SHEET FOR THE METRO STREET NAME SIGNS WITH BLOCK NUMBERS TO THE TOWN FOR APPROVAL PRIOR TO FABRICATION AND � INSTALLATION. W 2. EXISTING STOP SIGNS AND POSTS WILL BE REMOVED BY THE CONTRACTOR UPON, OR BEFORE, THE SIGNAL TURN-ON. REV. DATE REMARKS o 3. UNLESS DIRECTED BY THE TOWN, SIGNALS SHALL BE PLACED IN FULL OPERATION BETWEEN 9:00 A.M. AND 12:00 P.M. Z (NOON) ON MONDAY THROUGH THURSDAY ONLY. A REPRESENTATIVE FROM THE TOWN OF WESTLAKE � SHALL BE PRESENT WHEN THE SIGNAL IS PLACED IN OPERATION. THE CONTRACTOR SHALL CONTACT TOWN OF WESTLAKE � (817) 430-0941 TO ARRANGE TIME AND DATE OF SIGNAL TURN-ON. o � LUMINAIRES: � � 1. THE TOWN WILL NOT FURNISH LUMINAIRE MATERIAL TO THE CONTRACTOR. THE CONTRACTOR SHALL FURNISH AND � �� _ � INSTALL LED LUMINAIRES FOR TRAFFIC SIGNALS IN ACCORDANCE WITH THE LATEST TOWN STANDARD SPECIFICATIONS, �E¢oFe�TF CTR WESTLAKE M �' TOWN DETAILS, AND PLANS. 5�P°`�� `°�9s � 2. ALL NEW STREETLIGHT POLE TYPES SHALL MATCH THOSE OF THE SURROUNDING AREA OF TOWN OF WESTLAKE FOR WHICH *o°g � 6g�. STRE ET G � 0 THEY ARE BEING INSTALLED IN. CONTACT TOWN OF WESTLAKE (817) 430-0941, FOR DIRECTION ON LIGHT POLE TYPES ALLOWED *CCOOOOO6666CCCCOOOOOGt6s�ss' � IN PARTICULAR AREAS. THE SAME POLES SHALL BE CONSISTENTLY USED THROUGHOUT SUBDIVISIONS. Ta,NvaN.waRaRiTTON GENERAL CONSTRUCTION NOTES � � �a 128028 ��- > Q O'�� CENS�O°`e��c. � 0 M �SS�ONAL"��G� TOWN OF WESTLAKE, TEXAS � � 01/19/2021 �� PELOTON LAND SOLUTIONS �� TEXAS FIRM N0.12207 i i i i i 9800 HILLWOOD � : P E LOTO N PARKWAY,SUITE 250 0 �� FORT WORTH,TX 76177 � The seal appearing on this document was authorized I�I�I �A N D s o�u r i o N s PHONE:817-562-3350 �� TX FIRM NO 12207 0 by Tanya N. Warbritton, P.E. No. 128028. � o Alteration of a sealed document without proper notification DESIGNED: TNW DATE FILE SHEET = c� to the responsible engineer is an offense under the m � DRAWN: TCG/BCD o � Texas Engineering Practice Act JAN 2021 CQ03 ; � CHECKED: KTW � GRADING GENERAL CONSTRUCTION NOTES EROSION & SEDIMENT CONTROL GENERAL CONSTRUCTION NOTES ABBREVIATIONS 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PROVISIONS OUTLINED IN F.H.A. DATA SHEET 79G 1. ALL PROCEDURES AND MATERIALS USED FOR EROSION CONTROL SHALL BE APPROVED BY THE TOWN OF WESTLAKE. APPROX APPROXIMATELY N/A NOT APPLICABLE AND SPECIFICATIONS PREPARED BY SOILS ENGINEER, HOWEVER, ANY TOWN OF WESTLAKE STANDARD AND/OR SPECIFICATION SHALL SUPERSEDE THE ABOVE. 2. THE LOCATION OF EROSION CONTROL DEVICES AND THE CONTRACTOR RESPONSIBLE FOR INSTALLATION ASPH ASPHALT NG NATURAL GROUND (EXISTING) *2. ALL CLAY SOIL USED AS FILL SHOULD BE COMPACTED TO A DRY DENSITY OF AT LEAST 95 AND NOT SHALL BE AS SHOWN IN THE PLANS. ADDITIONAL EROSION CONTROL DEVICES AND/OR ADJUSTMENT OF BOC BACK OF CURB PC POINT OF CURVATURE EXCEEDING 105 PERCENT OF STANDARD PROCTOR DENSITY AT DETERMINED BY A.S.T.M. D-698. LOCATIONS FOR EROSION CONTROL MAY OCCUR IF IN THE OPINION OF THE TOWN INSPECTOR B-B BACK TO BACK OF CURB PCC POINT OF COMPOUND CURVATURE THE COMPACTED MOISTURE CONTENT OF THE CLAYS DURING PLACEMENT SHOULD BE AT LEAST MEASURES TAKEN IN ACCORDANCE WITH THIS PLAN ARE INADEQUATE. BM BENCHMARK PI POINT OF INTERSECTION OPTIMUM AND NOT EXCEEDING FIVE (5) PERCENTAGE POINTS ABOVE OPTIMUM. (A) EXCAVATION CONTRACTOR TO BE RESPONSIBLE FOR INSTALLATION OF SILT BARRIERS, BW BOTTOM OF WALL PIV POST INDICATOR VALVE *3. LIMESTONE OR OTHER ROCK-LIKE MATERIALS USED AS FILL SHOULD BE COMPACTED TO AT LEAST 95 CHECK DAMS AND CONSTRUCTION ENTRANCE/EXIT. CATV CABLE TV PL PROPERTY LINE PERCENT AND NOT EXCEEDING 105 PERCENT OF STANDARD PROCTOR DENSITY AS DETERMINED BY CFS CUBIC FEET PER SECOND PP POWER POLE A.S.T.M. D-698. THE COMPACTED MOISTURE CONTENT DURING PLACEMENT SHOULD BE WITHIN PLUS ) S�IX NICHES NRITS�GREATEST D�IMENS�ION SH�ALL�BEI USED IN�IFILL WHE�N THENFILL�ISRPLACED UN ERHAN �B� NSTALLAT�IO OF S�TAGE1 AND STAGE 2 INL�ETPROTEICT ONBE RESPONSIBLE FOR CMP CORRUGATED METAL PIPE PROP PRO OSEDEVERSE CURVATURE PADS, STREETS OR ANY OTHER AREAS THAT WILL HAVE ANY TYPE OF STRUCTURES. (C) OWNER TO BE RESPONSIBLE FOR SEEDING, AND FINAL REMOVAL OF EROSION CONTROLS. CO CLEANOUT PBO PROPOSED BY OTHERS 4. COMPACTION SHOULD BE ACCOMPLISHED BY PLACING THE FILL IN SIX INCH THICK LOOSE LIFTS AND CONC CONCRETE PT POINT OF TANGENCY COMPACTING EACH LIFT TO AT LEAST THE SPECIFIED MINIMUM DRY DENSITY. PARTICLE SIZES 3. SILT FENCES SHALL BE MIRAFI 100X OR APPROVED EQUAL AND INSTALLED PER MANUFACTURER CONST CONSTRUCT PVC POLYVINYL CHLORIDE PIPE USED IN FILL SHALL BE LESS THAN SIX (6) INCHES DIAMETER. RECOMMENDATIONS. CL CENTER LINE PVMT PAVEMENT 5. FRONT YARDS TO BE "DISHED OUT" 4. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES DCO DOUBLE CLEANOUT OCEW ON CENTER EACH WAY 6. GRADING CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OFF-SITE OF ALL EXCAVATED AND CLEARED ALREADY IN PLACE. CONTRACTOR SHALL REMOVE AND REPLACE EROSION CONTROL AS NEEDED DE DRAINAGE EASEMENT OHE OVERHEAD ELECTRIC MATERIAL WHICH SOILS LAB DECLARES UNSUITABLE FOR USE ON-SITE. FOR CONSTRUCTION OR ACCESS. ALL EROSION CONTROL MUST BE IN PLACE AT THE END OF EACH DI DROP INLET R RADIUS DAY. DIA DIAMETER RCB REINFORCED CONCRETE BOX 7. CONTRACTOR TO SLOPE THE ADJACENT GROUND AWAY FROM BUILDING PAD TO ACHIEVE POSITIVE 5. ALL PERIMETER PROTECTION SHALL BE INSTALLED PRIOR TO EXTENSIVE ON SITE GRADING. DIP DUCTILE IRON PIPE RCI RECESSED CURB INLET SURFACE DRAINAGE. DW DOMESTIC WATER RCP REINFORCED CONCRETE PIPE 8. INITIAL SITE GRADING SHALL BE COMPLETED TO A TOLERANCE OF PLUS OR MINUS ONE TENTH OF ONE 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO USE WHATEVER MEANS ARE NECESSARY TO EJ EXPANSION JOINT RCCP REINFORCED CONCRETE CYLINDRICAL PIPE FOOT IN STREETS AND PLUS OR MINUS THREE TENTHS OF ONE FOOT FOR BUILDING PADS. FINAL CONTROL AND LIMIT SILT AND SEDIMENT LEAVING THE SITE. SPECIFICALLY, THE CONTRACTOR BUILDING PAD GRADING, TO BE DONE UPON COMPLETION OF PAVING AND UTILITY FACILITIES, SHALL BE SHALL PROTECT ALL PUBLIC STREETS, ALLEYS, STREAMS, STORM DRAIN SYSTEMS AND INLETS EL ELEVATION REINF REINFORCED PROVIDED TO A TOLERANCE OF PLUS OR MINUS TWO TENTHS OF ONE FOOT AT ALL FOUR CORNERS AND FROM EROSION DEPOSITS. EMH ELECTRIC MANHOLE RL RIDGE LINE CENTER OF THE PAD, IN ALL SWALES, AND LOT CORNERS. 7. ALL EROSION CONTROL DEVICES TO BE INSPECTED, CLEANED AND/OR REPLACED AFTER EACH EP EDGE OF PAVEMENT ROW RIGHT OF WAY 9. CONTRACTOR SHALL REPLACE ANY EROSION CONTROL MATERIALS AT THE END OF EACH WORK DAY IF STORM. ESMT EASEMENT RT RIGHT SAID MATERIALS WERE REMOVED DURING THE DAY FOR EASE OF CONSTRUCTION OR ACCESS. 8. USE OF ON-SITE FUEL STORAGE TANKS IS DISCOURAGED. HOWEVER, IF USED, THE PREVENTION OF EX EXISTING SF SQUARE FEET HAZARDS TO THE GROUND WATER IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR UTILIZING FOC FACE OF CURB SD STORM DRAIN 10. IF ROCK IS ENCOUNTERED IN THE STREET SUBGRADE, THE ROCK SHALL BE EXCAVATED TO A DEPTH SAID STORAGE. SEE N.C.T.C.O.G. CONSTRUCTION BMP MANUAL SECTION 4 HAZARDOUS WASTE F-F FACE TO FACE OF CURB SQ SQUARE OF SIX INCHES, REMOVED FROM THE STREET, AND NON-ROCK MATERIAL SHALL BE REPLACED FOR THE MANAGEMENT. STREET SUBGRADE. ROCK IN STREET PARKWAYS SHALL BE REMOVED AND REPLACED WITH SIX FFE FINISH FLOOR ELEVATION SS SANITARY SEWER INCHES OF TOP SOIL. THIS SHALL BE ACCOMPLISHED BY THE EXCAVATION CONTRACTOR, SUBSIDIARY g, q CENTRALIZED PIT/WASH BASIN SHALL BE CONSTRUCTED ON-SITE FOR THE PURPOSE OF FG FINISHED GRADE SSE SANITARY SEWER EASEMENT TO THIS CONTRACT. CONCRETE TRUCK WASHING. SEE N.C.T.C.O.G. CONSTRUCTION BMP MANUAL SECTION 4 CONCRETE FH FIRE HYDRANT STA STATION 11. NO PART OF ANY RETAINING WALL SHALL BE WITHIN TOWN RIGHT-OF-WAY, OR TOWN PROPERTY (I.E. PARK) WASTE MANAGEMENT. FM FORCE MAIN SY SQUARE YARD INCLUDING FOOTING. 10. "SEDIMENT BARRIER" INDICATES SILT FENCE AS SELECTED BY THE CONTRACTOR AND APPROVED FO FIBER OPTICS T TELEPHONE 12. 4:1 SLOPES INTO PUBLIC PARKS ARE LIMITED TO 10' HORIZONTALLY. BY THE CONSULTANT ENGINEER. FP FINISHED PAD TC TOP OF CURB * APPLIES TO ALL AREAS OUTSIDE OF PUBLIC R.O.W. ONLY. FOR DENSITY/MOISTURE REQUIREMENTS IN 11. CONTRACTORS SHALL PARK, STORE EQUIPMENT AND MATERIALS, AND SERVICE VEHICLES AT THE FPS FEET PER SECOND TMH TELEPHONE MANHOLE R.O.W. REFER TO PAVING GENERAL CONSTRUCTION NOTES. "PARKING AND STORAGE AREA". THE LOCATION OF SAID AREA IS TO BE APPROVED BY THE OWNER FL FLOW LINE TOB TOP OF BANK OR HIS REPRESENTATIVE. FW FIRE WATER TOS TOE OF SLOPE PAVING GENERAL CONSTRUCTION NOTES 12. CONSTRUCTION ENTRANCES ARE TO BE INSTALLED AT ALL POINTS WHERE EQUIPMENT ENTERS OR G GUTTER TP TOP OF PAVEMENT LEAVES THE SITE. THE LOCATION OF SAME IS TO BE APPROVED BY THE OWNER OR HIS GI GRATE INLET TPIPE TOP OF PIPE REPRESENTATIVE. GM GAS METER TW TOP OF WALL 1. UTILITY DATA IS PROVIDED FOR INFORMATION ONLY. ALTHOUGH THIS DATA IS SHOWN AS ACCURATELY AS POSSIBLE, THE CONTRACTOR IS CAUTIONED THAT THE OWNER AND THE ENGINEER NEITHER 13. AREAS WHERE FINAL GRADE HAS BEEN ACHIEVED SHOULD RECEIVE PERMANENT SEEDING WITHIN HDPE HIGH DENSITY POLYETHYLENE PIPE TYP TYPICAL ASSUMES NOR IMPLIES ANY RESPONSIBILITY FOR THE ACCURACY OF THIS DATA. 14 DAYS. HDWL HEADWALL UE UTILITY EASEMENT 2. CONTRACTOR WILL BE RESPONSIBLE FOR FIELD VERIFYING THE LOCATION AND ELEVATION OF EXISTING 14. EROSION CONTROLS TO REMAIN IN PLACE AND TO BE MAINTAINED UNTIL DISTURBED AREAS ARE HMAC HOT MIX ASPHALTIC CONCRETE UGE UNDERGROUND ELECTRIC UTILITIES PRIOR TO HIS OPERATIONS. STABILIZED. HORIZ HORIZONTAL VCP VITRIFIED CLAY PIPE HP HIGH POINT W WATER 3. SEE UTILITY PLANS FOR LOCATION OF WATER MAINS, SEWER MAINS, AND UTILITY CROSSINGS. 15. EROSION CONTROL MEASURES MAY ONLY BE PLACED IN FRONT OF INLET OR IN CHANNELS, HVAC HEATING, VENTILATION AND AIR CONDITIONING WE WATER EASEMENT DRAINAGEWAYS OR BORROW DITCHES AT RISK OF CONTRACTOR. CONTRACTOR SHALL REMAIN 4. ALL MATERIAL AND CONSTRUCTION SHALL CONFORM TO APPLICABLE "STANDARD SPECIFICATIONS FOR LIABLE FOR ANY DAMAGE CAUSED BY MEASURES, INCLUDING FLOODING DAMAGE WHICH MAY IRR IRRIGATION WL WATER LINE STREET AND STORM DRAIN CONSTRUCTION - TOWN OF WESTLAKE " AND "STANDARD SPECIFICATIONS OCCUR DUE TO BLOCKED DRAINAGE. AT THE CONCLUSION OF ANY PROJECT, ALL CHANNELS, ,16 JUNCTION BOX WM WATER METER FOR PUBLIC WORKS CONSTRUCTION - N.T.C.O.G.". DRAINAGEWAYS AND BORROW DITCHES IN THE WORK ZONE SHALL BE DREDGED OF ANY SEDIMENT GENERATED BY THE PROJECT OR DEPOSITED AS A RESULT OF EROSION CONTROL MEASURES. JT JOINT WMH WATER MANHOLE 5. THE PAVING CONTRACTOR SHALL BE REQUIRED TO CONSTRUCT STANDARD CURBS AT ALL STREET LF LINEAR FEET WV WATER VALVE INTERSECTIONS. LP LOW POINT WW WASTE WATER 6. ALL FILL SHALL BE COMPACTED AS SPECIFIED IN THE GEOTECHNICAL REPORT. DENSITY TEST RESULTS LT LEFT WILL BE REQUIRED AT THE PRE-CONSTRUCTION MEETING FOR ALL FILL AREAS IN EXCESS OF 2.0' MH MANHOLE UNDERNEATH PROPOSED PAVING. 7. STREET CURB RADII AT STREET INTERSECTIONS SHALL BE 15' UNLESS OTHERWISE NOTED. ALL PAVING DIMENSIONS ARE TO FACE OF CURB, UNLESS OTHERWISE NOTED. 8. TYPICAL PAVEMENT SECTION IS TO TRANSITION FROM CROWN SECTION TO TRANSVERSE SECTION WITHIN A DISTANCE OF 50' OF WHERE A VALLEY GUTTER CROSSES A STREET INTERSECTION. 9. SEE PAVEMENT CONSTRUCTION DETAILS SHEET FOR PAVEMENT SECTIONS AND CONSTRUCTION DETAILS. STORM DRAIN GENERAL CONSTRUCTION NOTES 1. WATER AND SANITARY SEWER LINES ARE SHOWN FOR REFERENCE ONLY. REFER TO WATER AND SEWER DRAWINGS FOR EXACT LOCATIONS. 2. ALL STORM DRAIN LINES ARE TO BE CLASS III R.C.P. UNLESS OTHERWISE NOTED. 3. ALL CURVED STORM DRAIN IS TO BE CONSTRUCTED WITH RADIUS PIPE OR IS TO HAVE ALL JOINTS GROUTED AS NECESSARY, PER TOWN OF WESTLAKE CONSTRUCTION REQUIREMENTS. 4. ALL AREAS DISTURBED BY CHANNEL EXCAVATION SHALL BE REVEGETATED AS SET FORTH IN THE STORM WATER POLLUTION PREVENTION PLAN WHICH WAS PREPARED SPECIFICALLY FOR THIS PROJECT, OR OTHERWISE PROTECTED AGAINST EROSION BY THE USE OF RIP RAP, GABIONS, OR GEOTEXTILES. 5. ALL INLETS DEEPER THAN 5 FEET SHALL INCLUDE MANHOLE STEPS � � N W REV. DATE REMARKS o z z w TRAFFIC GENERAL NOTES � � 0 � 1. ALL TRAFFIC CONTROL DEVICES SUCH AS SIGNS, SIGNALS, AND PAVEMENT MARKINGS MUST � � COMPLY WITH THE LATEST VERSION OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL � ��+ _ � DEVICES (TEXAS MUTCD). �P�Eo¢oFe�TF CTR WESTLAKE � � 5�<<� ��"qs o STRE ET G � •�g � c go* U � *0 6°<• Q ��00000ssss��aeeoeeess�sss U TANYAN.WARBRITTON GENERAL CONSTRUCTION NOTES � � �� 28�28 ��- '> Q O'�� CENS�O°`e��c. � 0 � �SS�ONAL"��G� TOWN OF WESTLAKE, TEXAS � � 01/19/2021 �� PELOTON LAND SOLUTIONS �� TEXAS FIRM N0.12207 i i i i i 9800 HILLWOOD � : P E LOTO N PARKWAY,SUITE 250 0 �� FORT WORTH,TX 76177 � The seal appearing on this document was authorized I�I�I �A N D s o�u r i o N s PHONE:817-562-3350 �� TX FIRM NO 12207 0 by Tanya N. Warbritton, P.E. No. 128028. � o Alteration of a sealed document without proper notification DESIGNED: TNW DATE FILE SHEET = c� to the responsible engineer is an offense under the m � DRAWN: TCG/BCD o � Texas Engineering Practice Act JAN 2021 C004 % � CHECKED: KTW � NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST / 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: � I i� �� ' �� \� �� TEXAS 811 1-800-344-8377 I i � // � � � � - - I i , , � � � � �i� � TOWN OF WESTLAKE 817 430 0941 ' I i�/ ��/ � ��/ ��\�� i i� \ ATMOS GAS 888-286-6700 � �i // � � �\ � �i 170 RETAIL �� / �� i � �, TXU ELECTRIC DELIVERY 1-800-316-2135 � i ASSOCIATES LTD � � � �� CALL BEFORE YOU DIG CHARTER COMMUNICATIONS 1-800-344-8377 ' DC2005-136072 � �i� �/ � Q 170 \�\\ � /�/�/ G"/�/ DC2005-136073 � � ,� / Q` % � � � , /� �� ' � ,� �� / / � TEXAS � � // ��/ � � �� TRI-COUNTY ELECTRIC 1-800-431-1541 � i ,� //� �� / �� FOR OTHER FACILITIES 1-800-344-8377 � � � � � � // �/� � \�� // / \\ �'�x��/ ��' �� //Q.� � \�� i� �.� ;� �� ' ,�' PROJECT BENCHMARKS I i� i/ ' /�`� �� //� /�� w I w �� i� /�O` � \� / e �� BM NO. 1 31#4 INCH ALUMINUM CAP STAMPED "TOWN OF WESTLAKE GPS 8" - Y Y i � �/ � ��'� /� �� FOUND IN A GRASS PLAYGROUND NEAR THE MAIN ENTRANCE TO O J �� i� �/�� /�� -�� ' WESTLAKE ACADEMY. BEING ± 116 FEET SOUTH OF A BUILDING, � Q � �i �� , // /�' �� ± 110 FEET EAST OF A DOORWAY TO ANOTHER BUILDING, AND �p ; � /� /� �� /// - �� ± 305 FEET WEST OF THE INTERSECTION OF OTTINGER ROAD � � � / � � � �-�� AND THE MAIN ENTRANCE TO WESTLAKE ACADEMY. � / � �� i��.+0�' /�� j/ � �� 40' PUBLIC UTILITY ESMT ELEVATION = 686.70 � � // � �,�� VOL. 4247, PG 2908 i� i �+/ /G)� � � o �� R.P.R.D.C.T. BM NO. 2 X CUT IN THE CENTER OF A CURB INLET FOUND +/- 50 FEET i �� ,' � � G� �� NORTHWEST OF THE SOUTHWEST CORNER OF HIGHWAY 114 �� i � / � �/ � EAST BOUND FRONTAGE ROAD BRIDGE OVER THE MAIN � �i �� / �� OP.Q /� ��4� �� OUTFALL CREEK OF TURNER LAKE, AND +/- 15 FEET � � � Q / �,' " �� NORTHEAST OF A POWER POLE. � i �/ � � ,,�G% �� -� / —— —�� 2�` � �' '� `�� ' ELEVATION = 605.54 ,� i / � � � / �� -- +--, `` �� '�P \ ��r, �j /� �� / � � •o �- / ��' / �� ' ii� ��° ��_�'� , ;�'� ,-�� WARNING� � o �' �r �, �/ / , �' �Q�� G'' APPROXIMATE LOCATION // � ° �� ,'�� ti°`/%/ �� / ��' UNDERGROUND UTILITY LINES �� cJ`Z` �� C �' CONTRACTOR TO VERIFY �� ,. // �/ '� LOCATION PRIOR TO // EX 18 RCP // � � � // � /�/ G�� '— �' \ CONSTRUCTION LEGEND E�( „ i �� \ I / 24 I�CP �� / � \ '�, �� 60 LF OF EX FENCE / � � �TO BE REMOVED Q / G�� //� �\ \ X EX FENCE TO BE REMOVED / o ��//� � ��' + �'� EX POWER POLE & GUY\� � EX CONC SIDEWALK = I � / � �� WIRES TO BE RELOCATED� m X �/ G�� / , � TO BE REMOVED w / , o EX STORM DRAIN INLET WESTLAKE RETAIL ASSOCIATES LTD / ''� �' TO BE REMOVED � 55.877 AC + ' \ DC98-0118649 / G� t� i' 440 LF OF 2' WIDE STRIP EX CONC /�O� �' CURB & GUTTER TO BE REMOVED � � / G}'`�� / 440 LF OF EX EDGE LINE PVMT \� j / / „�O �� MARKING TO BE REMOVED 60' PUBLIC ACCESS FACILITY � � NOTE: / �� .� � S �� EASEMENT BY SEPARATE /� AN APPROVED PERMIT ISSUED BY TEXAS DEPARTMENT � j / % � �9 �� \ INSTRUMENT // OF TRANSPORTATION (TxDOT) SHALL BE REQUIRED PRIOR j / �� , / TO ANY WORK PERFORMED WITH THE TxDOT RIGHT-OF-WAY. � i+`� i'� � � / / / \ N , j ,�\ � � � � �/ �/ � � G+/ O�1/'�/ / _/� \ � / / � ' � �,��i �i� 40' PUBLIC UTILITY ESMT � � � / � � Q�� VOL. 4247, PG 2908 � / � /l ,�+� � R.P.R.D.C.T. � � � nQ � P x /��±// �// � � \ � � �/ NV"rV � W / �/� ,� -�,� ` \ \ � /� /� S� ,� �c � � ��i �i �i � � � � � � i� `nI � � � � � � ' \ �1�' �� ✓��i�i �//�i , \ \ ��0 ��f � X �`. z,c / � j�� , � �, � - , �` �n �M�� _ � � i � EX 10 UTILITY ESMT � , P G �� " � � �i�i� �i� ` 299 SF OF EX CONC \ � , , �� X36�R� " `� X S�� y w � /� � + i � SIDEWALK TO BE REMOVED � � � � �� -- II � � � � � �� 2� � � � , ��—� �� Gi�� . , �.M� �� Xss ;� , - � '� � � � � � �Lc�, � � � �� ,,� ' � � , � / Q � , ,, � , , �o -�� / � ' `�f� - '1"�i// �S�' -� �—��/ —��/ �f �% / / + /� / / � � \�\'\•�N� �.��'� ,nt �i� , � / �k � V / � � � �� / �/ WESTLAKE RETAIL ASSOCIATES LTD / r'- �� Sc,�.c�S �� 0�� ,�ij x / . � �G��i�/ i�/ ' DC98-0118649 � J t �1� �'� �� //// ��/ /� W / �;+ �j� � -� �/ � �� / ,%�/ii m /ii� i � t,`. 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STREET G � � � � � �Qa o a � � � � � ,� � � � , � ;�� *��00000ss«��aeeoeeess�«* � ��' �`b � i � /�� CS KI N ROSS LAKE PARKWAY LLC �I I eTANYA N.WARBRITTON EX I ST I N G C O N D I T I O N S �> 0 � �i�} � i � // , �G �� TRACT 1 I � ,� � O � ,, ,� 69.337 AC �II� � `��°°°"�2`so�a°°"`a��° & DEMOLITION PLAN o r� � � DC2016-64107 � �� °�°� � o ° `� N �� FS`°eoo��e G a >� / � / / I �C E NS�oe°`�� M � � j � � �/% � _ /� /�/ III I � `�I S'oNA�"�� TOWN OF WESTLAKE, TEXAS � o w � � , o� � ,� � � � 6 � � � 1 � � ' jII � " I I �..� � / 2 01/19/2021 �� PELOTON LAND SOLUTIONS �� , � .� �/ � f z � I I �� / / I� �-JII I I li I I / �;��i 9800 HILLWOOD � � I I �� / � / � // TEXASFIRMN0.12207 ii:i: P E LOTO N PARKWAY,SUITE 250 0 � �� FORT WORTH,TX 76177 � � � The seal appearing on this document was authorized I�I�I �A N D s o�u r i o N s PHONE:817-562-3350 �� 0 by Tanya N. Warbritton, P.E. NO. �ZHOZB. TX FIRM NO 12207 0 0 o F-- Alteration of a sealed document without proper notification DESIGNED: TNW DATE FILE SHEET = c� � to the responsible engineer is an offense under the m � DRAWN: TCG/BCD o � Texas Engineering Practice Act JAN 2021 C 101 % � CHECKED: KTW � NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST , 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: � . � � � _ ��i ��/ TEXAS 811 1-800-344-8377 " ' � ' ' �, ; ,� , ' �/' � � � � /"�� ' , � � TOWN OF WESTLAKE 817-430-0941 � �- ' � v _ � _ D�. /� � � i��/ \� �� ATMOS GAS 888-286-6700 '� , - � � n �� , /� � � j' �� '� � TXU ELECTRIC DELIVERY 1-800-316-2135 ' � // - � " � � CALL BEFORE YOU DIG � � � " ' _ � ,- � ' /� G� /� �.� CHARTER COMMUNICATIONS 1-800-344-8377 � / TRI-COUNTY ELECTRIC 1-800-431-1541 / � - � -o - �/ ;D� � � ' i � � .� � � - � � ' � a� � . ./� �� + - D; � � ; D � ',� � . - . /� ' / G��. /� �� /� \� FOR OTHER FACILITIES 1-800-344-8377 - � - " / - / � / ��/ - ' , - � , - � �_ � ��,� / ' � �'�' � \�.i� I PROJECT BENCHMARKS . � �� / . �' � �' � � �, ' , .� . � �� D - \ �'��' G� / �'/ � I BM NO. 1 31#4 INCH ALUMINUM CAP STAMPED "TOWN OF WESTLAKE GPS 8" . ' , � - ��• jj�� Zg �� l/ �� I I FOUND IN A GRASS PLAYGROUND NEAR THE MAIN ENTRANCE TO WESTLAKE ACADEMY. BEING ± 116 FEET SOUTH OF A BUILDING, � � , " � � D � //: � + � � � � I ± 110 FEET EAST OF A DOORWAY TO ANOTHER BUILDING, AND � , , � ' ' -�/'- /�G �( ,�� I ± 305 FEET WEST OF THE INTERSECTION OF OTTINGER ROAD D� � - �jj�' / � / � � �__ AND THE MAIN ENTRANCE TO WESTLAKE ACADEMY. � � � � � ��/�� * � _ � \ �� \ ELEVATION = 686.70 D� _ . � ,-� , � ' , '�/j'� //� �__ � � ��—______— BMN0. 2 XCUTINTHECENTEROFACURBINLETFOUND +/- 50FEET _ / � � NORTHWEST OF THE SOUTHWEST CORNER OF HIGHWAY 114 � � . . / � / �� EAST BOUND FRONTAGE ROAD BRIDGE OVER THE MAIN - � - �� '� +� � � � � � � � �\ N�ORTHE ST O POWER POLEKE, AND +/- 15 FEET � ��.,/� � ' � \� � � � " , � D � / WESTLAKE RETAIL ASSOCIATES LTD ELEVATION = 605.54 / ' .- i �� * / + � �� 55.877 AC ��'� i . - D, /�, � � f � � ,( DC98-0118649 � \ � � - //� � +� �` � � 15' PERMANENT DRAINAGE // � � . �/�� +� � N� � FACILITY EASEMENT BY � � � � � � � + �� `3' SEPARATE INSTRUMENT�� /-�-i � �/ �6 � � \ s i � � , - " ��j�� ' � �`�� Zg- ' �� I I LEGEND . � � _ � �% i �,� �� l ,- \ \ �� ' ��/ � i / ,� 11 ' � � � / � �� PROPOSED SANITARY SEWER LINE SS �� //� / � �� o SS-1 STA 3+00.00 = � �S'1G / � \� / D � ; , %� �� '� SS-1c STA 0+00.00 - �� / `� ��\ PROPOSED SANITARY SEWER MANHOLE — SS � � " ' ' / � � , � �� SS-1d STA 0+00.00 � � � �� PROPOSED WATER LINE W �'� +�' CONST STD 4' DIA MH � S �� , ��' �� PROPOSED GATE VALVE �1 W _ // �/` N � � � � � / � // � � ` �� 8" SS-1d� �� // EXISTING SANITARY SEWER LINE SS j� � +`� �� EXISTING SANITARY SEWER MANHOLE � SS — / + /� 60' PUBLIC ACCESS �� 15' PERMANENT SANITARY � �� /i � � FACILITY EASEMENT BY � �� SEWER FACILITY EASEMENT > /� /� EXISTING WATER LINE W / SEPARATE INSTRUMENT � � � BY SEPARATE INSTRUMENT / // /� EXISTING GATE VALVE �� W / '/ `s�`9 � � � �� // � T — W � � /� � �, � / / � EX S ING FIRE HYDRANT ASSY � / \ � N \ � / // � � ��/ � \ � N � �� /� /�/ � � ' \ � �� , , � , , � � / i , �� / � ��'� � \ \\� �� // /� � NOTE: � ��—� � / � � �� / / PROVIDE IDENTIFYING MARKERS ON BACK OF CURB, I � `�.� ��, \�� \� � �.A � � /�/ // WAT�ER LINE CROSSINGS TO BEI LIOCA ED�FOR UTURE USE. � � � �\ �� \ � � �---� � / /� �i' \; I �� I �� SS_1 STA 0+80.00 =_ �\ � ��j,\ � / ,� �� I � SS 1 a STA 0 00.00 - � � � , / / � � � \ � SS-1 b STA 0+00.00 � �� \� \�� j � � j CONST STD 4' DIA M` � �� \`\� �� /� /� j� - o � i � ��/ 6�c'y � � �cf�\� \ 1a // �/ �/ � / E 8 W i��.%j`� � S i � /, �c � �° ss-�\ � `�� , � , �� '` � � ��% � M, EX 10° w SEE SEWER PLANS FOR 1_ � � \��s \� � � �� \\ � . � ' — DETAILED CONSTRUCTION � � \ . � � �, � �, � � �� - �� ' � �M�.. � �� INFORMATION � - ` �' � �� —1�-i-z' � �� '' o �'�� ,- � ��-. ��' r � � � � �i � � NN ,� �i, N: � _ � \ >\ � � , , ` /, 12,� , /j�/ '' /�� ` WESTLAKE RETAILASSOCIATES LTD \ �/ // � � \�� —�— / �� ii// o i� XS� ` 55.877 AC ` / � � ' �� \ , , ��, - /o . �-i , �i /�. � DC98-0118649 ` � // \ �— / ' � — `/� � �X S� � �� `'� � /� � � �� o - �i � o��i� �� i � � � � � i�� ss — �� ' �i j//j� / / / SS-1 STA 0+00.00,/ i /�/�/ � / I I / �� //� _ ' �� ,��, REMOVE EX PLUG�� / �� ,�� / / I I � / / � , o N � � CONNECT TO EX 8 SS, ? / �� -��i / / �/ � / � �� ' '` � BEGIN 8° SS� v/� ;� �. �i��ij� �/6j j/ N � I � � % ,�, , `�f � � � � � � � � � . � � � � �%�— � � �� / �� ° � _ � �� ; �j� � � �s� .- / ��;-- �� — ` �/ / � �,��— � �, N / �� ./ � �j/�ii i� ///��j�� 0 40 80 120 �, N / /� ��29 � ;' ' � �.�c�5 � � �� /�j� �// �/// —— � z � � >`� j�� /� , , f . �� / / �j �j�/ ��//��/ ¢ J I / // � l � ,.•�� \ / I � �I � � ///// jj j� GRAPHIC SCALE IN FEET Q /� %� %�� p�� .,55�s �.- — /� / I I Ic�l � �/��j/� � REV. DATE REMARKS � / �� ti� � � � '�° . � /� �iC� 1 � � \�— �/ / / � � ' � ' P' � �� ' �� j% � � / i , . i� �� v�5 , : �'�� _��j � � ��, � � � /� l� ' . -�� /ss 5G ,% -�,�� h / �� /� � ,/ �s2o� � . o w � � / � i �.,� � ,�� / l `�—" �' � � � , � � � — �� o� ;— � -- � � � �--� �� oFe�TF� CTR WESTLAKE � y3 I • � - � � � /� '' � /�/ \_/ I g�p.�e„" �0 9S, o STRE ET G N 0 � � �� -' �� ' � ► � � .oae � `°ae a* � . — � � ° � *��00000ss«��aeeoeeess�« ¢ _g2 / _� � � �� /� �/ � "" A� 0 �� I /��——' -- I �J eTANYA N.WARBRITTON OV E RAL L � Q / ///� .� �' . , j%'S /� �\� � ,� � � �o�oe � �2`so2ao a��,�° SAN ITARY SEWER PLAN o > � � � � , � 1�\ I �cf� �CENS�e° � � � �, i ,j � , � -' �� SS�ONAL"��G� TOWN OF WESTLAKE, TEXAS � o ` � � � ;� � � �' . �/�g.�'� , �` �� I I \�� 01/19/2021 �i � - ` // j/ � �� ` �III I �� PELOTON LAND SOLUTIONS �� , �j �1 , , / I1 � I I TEXASFIRMN0.12207 � �� P E LOTO N 9800 HILLWOOD � � "�1 �� I `"\ � ir0�' � �� FORT WORTHUTX 761�77 ii ` � / ��/ � �/�� I I I I � I I / The seal appearing on this document was authorized I�I�I �A N D s o�u r i o N s PHONE:817-562-3350 �� \ � � .// �'1'�T-! I I � J TX FIRM NO 12207 � � /�� ;�� / I I I � � I byTanya N. Warbritton, P.E. No. 128028. � o / / ��/�/� -1- i � I I I I I �` I I Alteration of a sealed document without proper notification DESIGNED: TNW DATE FILE SHEET = / ,�,�1,� to the res onsible en ineer is an offense under the m a, � �' � . �, �� , ��I�� 62� � � p g DRAWN: TCG/BCD o � � � � ' Texas Engineering Practice Act JAN 2021 ��'� % � CHECKED: KTW � PROJECT BENCHMARKS NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: BM NO. 1 31#4 INCH ALUMINUM CAP STAMPED "TOWN OF WESTLAKE GPS 8" BM NO. 2 X CUT IN THE CENTER OF A CURB INLET FOUND +/- 50 FEET � TEXAS 811 1-800-344-8377 FOUND IN A GRASS PLAYGROUND NEAR THE MAIN ENTRANCE TO NORTHWEST OF THE SOUTHWEST CORNER OF HIGHWAY 114 WESTLAKE ACADEMY. BEING ± 116 FEET SOUTH OF A BUILDING, EAST BOUND FRONTAGE ROAD BRIDGE OVER THE MAIN � � TOWN OF WESTLAKE 817-430-0941 ± 110 FEET EAST OF A DOORWAY TO ANOTHER BUILDING, AND OUTFALL CREEK OF TURNER LAKE, AND +/- 15 FEET ATMOS GAS 888-286-6700 ± 305 FEET WEST OF THE INTERSECTION OF OTTINGER ROAD NORTHEAST OF A POWER POLE. AND THE MAIN ENTRANCE TO WESTLAKE ACADEMY. TXU ELECTRIC DELIVERY 1-800-316-2135 ELEVATION = 605.54 CALL BEFORE YOU DIG ELEVATION = 686.70 CHARTER COMMUNICATIONS 1-800-344-8377 � TRI-COUNTY ELECTRIC 1-800-431-1541 WESTLAKE RETAIL ASSOCIATES LTD = FOR OTHER FACILITIES 1-800-344-8377 � DC98-0118649 WARN I N G!! j C� APPROXIMATE LOCATION m �1 = rn OHE & UG UTILITY LINES � O LEGEND m ��` � 1 X �SS-1 STA 0+00.00 CONTRACTOR TO VERIFY X " ' 'I`! m �� I �\ D I �> oI I REMOVE EX PLUG � \` LOCATION PRIOR TO p �� i , - � � PROPOSED SANITARY SEWER LINE — SS I O I D� — I I CONNECT TO EX 8 SS CONSTRUCTION X � , I ��I��'�� . �� BEGIN 8° SS �625 � � I ' � � . � PROPOSED SANITARY SEWER MANHOLE — SS � �i' /�� - � �- " ' — � i ; � � . � � � I I � m �� I � i I �� O EXISTING SANITARY SEWER LINE SX II �� X �-G I . � - I I � I � SS-1 STA 0+80.00 = � , SS-1 STA 3+00.00 = - � I ' , ' , � EXISTING SANITARY SEWER MANHOLE I I i S S-1 a S T A 0+0 0.0 0 = 6 0 P U B L I C A C C E S S F A C I L I T Y S S-1 c S T A 0+0 0.0 0 = I I � '� I� �i � � � � I I � � I/ �SS-1 b STA 0+00.00 � -EASEMENT BY SEPARATE SS-1 d STA 0+00.00 ; � �� x ,I�. � . ''� � P R O P O S E D W A T E R L I N E W � � I � � � � ,�n � � � � � � —CONST STD 4 DIA MH INSTRUMENT� CONST STD 4 DIA MH � � � , � � �� . . � � _ � � , _ N 7048333.06 —- -— � � -�� - , � � x � � � 8" SS-1 b I � E 2362110.92 ——— � $" SS-1 d � —-E 23�62002.88 � � � � � ' � " � PROPOSED GATE VALVE I \ � j i � n�' �� I �— ,� � � I � �Z9 � I � � � � �� • � � - - � PROPOSED FIRE HYDRANT ASSY - W � o � . , „ � � i / / � � ----� - - � / � i i � � p � � �i EX 8 SS � r $" SS-1 — ��H�� SS-1' \/ / � � I �" � � � EXISTING WATER LINE WX � � �, X"� X SS �s� S SS SS SS SS �.SS SZ I I N�� o. � � � /J �o� _ _ _ �_____ ____ _ __� _ ___ �____-_9 _��--� ___ � � _-_ a o g'�nmy .�\_ , . — —= 1 1 =� v� - -- - ---- �- 1 � cnc�h- -_��' ` � I x N i I ` _ EXISTING GATE VALVE ��W, I � - �y�� i� � i� � \ / � X ' � _ �___ _ � � i � � — EXISTING STREET LIGHT � o�� i v � � , �� ? � i 1— fi i �� STREET G � �� i � �\ � ii i /� P �� " � � � � I ��--- � — ----- —�� -- � — I I I� , PROPOSED STREET LIGHT � I � i i i D �I �I ' \ � � VI —� I —�� 15' PERMANENT DRAINAGE —�� - --J �I �\ '� I� � �' I�� a � J� � �w D ,I I I � � FACILITY EASEMENT BY \ 15' PERMANENT SANITARY �� I �` I II a ' ' � I I I I � � SEPARATE INSTRUMENT �� SEWER FACILITY EASEMENT I \ � � � ' II - ' � UTILITY CONSTRUCTION NOTES � � j � , .� �Q; I I I � \ � BY SEPARATE INSTRUMENT �I I � X , ; , � i �, II o � - I I � � / j , � � � I �t� � , . , `�� I� � II � � � � , , I I I � � I �� I � �� . I� � , C UTILITY CROSSING O �\\y� i , \, �� , � , I I I �✓ � i � ii � II , Q , �\\�, � � / � II �� ' I I �� I� C I !I� SANITARY SEWER MANHOLES TO BE B&H VRM-30 WESTLAKE RETAIL ASSOCIATES LTD 55.877 AC DC98-0118649 /� � � � 0 40 80 120 SS'� GRAPHIC SCALE IN FEET PROFILE SCALES: 1" = 40' HORZ. � 1" = 4' VERT. � � � � 0 0 � � X o 0 0 0 0 0 � � J W � O O � � O O 0 d� 2 + � � �+ o m X � cA � o o p �'`> �+ o o p � Q Q N Q H I— w U � Q H H Cn N Q � � � N � � II � (� (n O z Z � � � z II � U '� z II � �� 630 � � � � ww � � m � � � � � � � � � � 630 � ��Faa � oF � ��P .-I'ys$$& ,� .• � °•. °°*r` `°*g� . �. �*� :.*�8 �............... d TANYA N.WARBRITTON � PROP GRADE NG @ CL �........ ..........................� @ CL � 8-o`•. 128028 ,:�� .. _ _ 8 8�g�cSs�•C E NSE�G��m'�°y _ ��$6N�m m4'`�'cn 01/19/2021 _ PELOTON LAND SOLUTIONS � - TEXAS FIRM N0.12207 2", 4", 6" The seal appearing on this document was authorized 620 CONDUIT 620 by Tanya N. Warbritton, P.E. No. 128028. Alteration of a sealed document without proper notification �� to the responsible engineer is an offense under the Texas Engineering Practice Act � � 1" R P REV. DATE REMARKS a � 8" SS PVC „ � - 3.1' c�', � � 3.7' 8" SS PVC SDR-26 � 0 0 ? � "oss 2�2� � � CTR WESTLAKE _ � 610 � � @ 0.50�0 ___ 610 -- STREET G � U I -------- INSTALL 20 LF Q OFCEMENT � �-C SM CONCRETE INSTALL SANITARY SEWER PLAN & PROFILE ; Q INSTALL 40 LF CLSM CONCRETE � � � M � ti STABILIZED SAND � STOP (TYP) � TOWN OF WESTLAKE, TEXAS � o r o o a; ti o c4 c4 c� � � � � � a� cfl o � � � � � � c�? c� � � . . i � � � II � II � � � II � � � �� P E LOTO N PARKWAY,UOOD50 0 � II II II II it II Z Z 0 � � � �� FORT WORTH,TX 76177 �� J J J N — N — — — O � O I�III L A N D s o�u r i o N s PHONE:817-562-3350 � � � � J J d� J J J J �A f� O J J J TX FIRM NO 12207 � � • o N GOO °0 � � � � � � � � � � � � � � � � GOO DATE FILE SHEET � o DESIGNED: TNW = � O+OO � +OO 2+00 3+00 DRAWN: TCG/BCD JAN 2021 � � CHECKED: KTW C2OZ � PROJECT BENCHMARKS NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST p 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: � BM NO. 1 31#4 INCH ALUMINUM CAP STAMPED "TOWN OF WESTLAKE GPS 8" BM NO. 2 X CUT IN THE CENTER OF A CURB INLET FOUND +/- 50 FEET � � TEXAS 811 1-800-344-8377 FOUND IN A GRASS PLAYGROUND NEAR THE MAIN ENTRANCE TO NORTHWEST OF THE SOUTHWEST CORNER OF HIGHWAY 114 w WESTLAKE ACADEMY. BEING ± 116 FEET SOUTH OF A BUILDING, EAST BOUND FRONTAGE ROAD BRIDGE OVER THE MAIN � � TOWN OF WESTLAKE 817-430-0941 Q ± 110 FEET EAST OF A DOORWAY TO ANOTHER BUILDING, AND OUTFALL CREEK OF TURNER LAKE, AND +/- 15 FEET ATMOS GAS 888-286-6700 U ± 305 FEET WEST OF THE INTERSECTION OF OTTINGER ROAD NORTHEAST OF A POWER POLE. p � AND THE MAIN ENTRANCE TO WESTLAKE ACADEMY. TXU ELECTRIC DELIVERY 1-800-316-2135 Q UQ� ELEVATION = 605.54 CALL BEFORE YOU DIG � ELEVATION = 686.70 CHARTER COMMUNICATIONS 1-800-344-8377 ti� Q00ao SCHWAB WAY E TRI-COUNTY ELECTRIC 1-800-431-1541 w�`"c,U � 15' PERMANENT WATER � p FOR OTHER FACILITIES 1-800-344-8377 � 0 15' PERMANENT SANITARY � FACILITY EASEMENT BY � � � r � � J I IK I -" � � , ' > w SEWER FACILITY EASEMENT � � ;i � �-" SEPARATE INSTRUMENT I Q� � I � so' PUBLIC ACCESS I ' I I I I ! � I J BY SEPARATE INSTRUMENT � I EX ROW �� FACILITY EASEMENT BY � N �' W /� � �\ � I / � � � I � � � 60' PUBLIC ACCESS I � I I U SEPARATE INSTRUMENT I I �I ss-�a sTa o+oo.00 = LEGEND 1 5 P E R M A N E N T D R A I N A G E u J� / I w � - F A C I L I T Y E A S E M E N T B Y N p rn I � I S S-1 S T A 3+0 0.0 0 - FACILITY EASEMENT BY I ��I � I I � IJ I �n I � � w SEPARATE INSTRUMENT > �U� I Q I I I SS-1c STA 0+00.00 SEPARATE INSTRUMENT � � � I � I � � � �Q°r° o �I � BEGIN 8° SS PROPOSED SANITARY SEWER LINE - SS I I I I (n I I SS-1a STA 0+00.00 = I I� � I U � � � �� a�o � I �� I N 7048524.70 PROPOSED SANITARY SEWER MANHOLE - SS � � I�� 'I SS-1 STA 0+80.00 = I � �� I p � � I Q�oo rn N II E 2362002.88 I SS-1b STA 0+00.00 Q � �Uco �w w�nU I a, I � 00�� EXISTING SANITARY SEWER LINE _ _ x � I I B E G I N 8" S S I � �0 O � I �Q°r° W I � I I � o , ' I� cn I ` 7 4 c�� U I Q�� 15 PERMANENT SANITARY � - I N 0 8333.06 I � I I \ I _ o � I N I w � c n �� I � � E X I S T I N G S A N I T A R Y S E W E R M A N H O L E � S SX - 0 0 � Y SEWER FACILITY EASEMENT I SS-1d STA 0+23.03 E 2 3 6 2 1 1 0.9 2 i c� I�I �� ^ Q � � � � Q I I ,� � I c�n I � I II � \$�� SS-1 b w�6' � C!) 8�� SS-1 C J BY SEPARATE INSTRUMENT � I END 8" SS & CAP FOR PROPOSED WATER LINE W I 8 SS-1 b � �� I I \ 15' PERMANENT DRAINAGE �_L �, J� � _ � � p � ___ _ I__� � � V�� I� I I FUTURE CONNECTION PROPOSED GATE VALVE W - � I 8 S S-1 a �\ F A C I L I T Y E A S E M E N T B Y g" S S-1a � � \ _ Y I w N 7 0 4 8 5 1 3.3 9 � SS � g��C SS E 2361982.81 � � S SEPARATE INSTRUMENT I--� a S Q 15' PERMANENT SANITARY , , PROPOSED FIRE HYDRANT ASSY W I ___ \ - �� I�i� � � �--��I �--I l � SEWER FACILITY EASEMENT � � � � I� 1 � \' I �- I I � � I I w BY SEPARATE INSTRUMENT I I Q �� o EXISTING WATER LINE WX \� v� Q -f' � �m � � � _ i i � o �� 8 SS-1 d � ,� _ I \<-�� I� END 8" SS & CAP FOR I �W � j I -1-' i � � � �� I I � � 'I(� I � EXISTING GATE VALVE V�, � - W � � SS-1b STA 0+23.08 � � SS-1c STA 0+36.96 c� � w EXISTING STREET LIGHT � 60' PUBLIC ACCESS I � � N I FUTURE CONNECTION � I � „ , � I „ I I � I � II I I �FUT�URE CON ECTION T � I I FUTDURE CON ECTIOON II W U 7T FACILITY EASEMENT BY - -N 7048351.19 I � PROPOSED STREET LIGHT SEPARATE INSTRUMENT E 2362143.08 I I I � I (n � N 7048321.72 I \I I I N 7048542.85 � . II � � � � 15' PERMANENT WATER � � " '' �� c�i� j E 2362090.82 � �� E 2362035.08 � � c�nQo � FACILITY EASEMENT BY � � I 1I5' PERMANENT SANITARY I I �� I II �� ' I ��o SEPARATE INSTRUMENT __� I I SEWER FACILITY EASEMENT I � Ic�i� I SS-1b STA 0+00.00 = I � � � I I SS-1c STA 0+00.00 = � I Q�O� -_�-� _ � , / �_ � � � � , �� UTILITY CONSTRUCTION NOTES � BY SEPARATE INSTRUMENT � �oo � � SS-1 STA 0+80.00 = I I il I I SS-1 STA 3+00.00 = I 15 PERMANENT DRAINAGE w�U EX RO•�W , I I I SS-1a STA 0+00.00 I� I I SS-1d STA 0+00.00 I FACILITY EASEMENT BY � o ' °0 60 PUBLIC ACCESS � � II I BEGIN 8" SS �� BEGIN 8" SS 'SEPARATE INSTRUMENT Y ' w ' � �Q � ' FACILITY EASEMENT BY �� I u�i � � N 7048333.06 � �� N 7048524.70 � \ � I Q UTILITY CROSSING O ��WAB WAY ��, �� SEPARATE INSTRUMENT � � E 2362�10.92 � I°O I � E 2362002.88 � � /� � � � � � � � S w SANITARY SEWER MANHOLES TO BE B&H VRM-30 �� 15' PERMANENT DRAINAGE ' � � /�, FACILITY EASEMENT BY /�, /�, , N ' V SEPARATE INSTRUMENT , ' V ' V � � 0 40 80 120 SS-� a SS-� b SS-� C SS-� d GRAPHIC SCALE IN FEET PROFILE SCALES: 1" = 40' HORZ. 1" = 4' VERT. � � � � ii � � ii � � ii � O ii � O 0 0 o rn o 0 0 0 0 0 o rn o 0 0 0 o � o c4 � w o 0 0 � � w o 0 0 � � w o 0 0 �,.� � w + oo + + a z + oo + + a z + o + + a z + o + + � z o + o v) o ot5 0 + o c/) o o� o + o u) o ot5 0 + o c/) o o� Q Q acnc� Q Q Qcnc� Q Q Qcnc� Q a acnc� � Q � � � cn w � Q � � � cn w � Q � � � cn w � Q � � � cn w � z oo � z oo � z oo � z oo � C ]�� ca � ca � � ca � � � -a � � -� � -6 � 630 � � � m � w � � � � w � z � � � � w � z � � � � w � Z � �� 630 630 � � � m � w � 630 630 � � � m � w � 630 630 � � � m � w � 630 ��P�E.�F. TF�.as$$� �*• � 9 •*g� �P*� :.*�8 �............... PROP GRADE PROP GRADE PROP GRADE d TANYA N.WARBRITTON.,..� �......................... 8,o`•. 128028 ,:�Qo PROP GRADE @ CL @ CL @ CL �8go�;•. �� Eo,.��``m @ C� g8��$,�N�NS�$��m 01/19/2021 PELOTON LAND SOLUTIONS TEXAS FIRM N0.12207 NG @ CL NG CL The seal appearing on this document was authorized 620 620 620 620 620 620 620 620 by Tanya N. Warbritton, P.E. No. 128028. Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering Practice Act 27" R P = � �� N REV. DATE REMARKS a � � � � 3.0' g' SS PVC SDR-26 � � 8' SS PVC oDR-26 @ 0.60% o � Q ? . @ 0.6o io CTR WESTLAKE M � 610 610 610 610 610 INSTALL 610 610 610 � CLSM CONCRETE 8�� SS PVC SDR-26 STRE ET G � INSTALL � CLSM CONCRETE INSTALL 37 LF $" SS PVC SDR-26 STOP (TYP) INSTALL 37 LF ' ° U SANITARY SEWER PLAN & PROFILE :> STOP (TYP) STABILIZED SAND @ 0.60% OF CEMENT SS-1 a SS-1 b SS-1 c & SS-1 d > � o Q ti � M � � � � TOWN OF WESTLAKE, TEXAS � � � � ti � � � � � � � � � � � � � � � � � � c+� � � � � cv c� � c� �n c� � c� � � � � � � . � . � i � II � � � � II � � � � II � � � II � � 9800 HILLWOOD � � � � � � � � � � � � � � � � �� P E LOTO N PARKWAY,SUITE 250 0 II II II II II II II II II II II II II II �:�� FORT WORTH,TX 76177 �� I�III L A N D s o�u r i o N s PHONE:817-562-3350 � J J J J J J J J J J J J J J J J J J TX FIRM NO 12207 � 0 0 N 0 60� � � � � � 6�� 6�� 600 600 � � � � 60� 6�0 � � � � 600 DESIGNED: TNW DATE FILE SHEET = � O+OO O+OO O+OO O+OO DRAWN: TCG/BCD JAN 2021 � � CHECKED: KTW C2O3 � 2' MIN. 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MAIN k W �w VAfil[5 /• `/. ��, 18��-24�� i � i + + + + + + + + + �� F // r � � /� �� /�f\�` /� � J �WNER APPRDNED � � �TY�� IiJUICA-tU I� 1V�L I]�el.L41NG5 pRAVAhC�L 3`_ fER • . . . . . . ; `\ +++*+*++++++++ ++r*r++ �/ �\ ��\ �\ � �a u+a \ \ : . + + + + + + + + . . ��`/��`�\��\�� ` FL6W ¢ "C-T" ApAPTER, AlApE � l��r�." �'�. �700PQDDOQ9�qQ �/�\��j/�//� ��/\ � � � �� . + � .�_;:�,•...,..... f.•... �: � ':. ��r' � �'�=�� •^ o ^�a v v 4 v a v 4 v v o a aF FLE7fIBLE �ATEkIAL 'Z:=�� r'' �_ • .. - �� 4�/�� o . r-.��, GROl1T FACC� �. � �+ POLYl1RETHAhE, E7C. � . . :V V V 9 V P�O R V � � � NEW ir1AIN F+� SECl1RE� NliTH TWO N N • � �+� �7" b1AX. SA109TH 1'P.; �+� ��3".IA�N?•(�P.]; - � / , STAINLE55 STEEL Y - { ❑vovavovvov � � �� _ I�'� ��: . .�_T" PIPE AdAPTER o0 CLA�APS. �LL . . ��::�. - . . ` \ � � �\ 4�•� OO ''i.V j �V V V V V'D 9 P V❑ �_; \ `�\ � 'r.��r� _ "e RDa� - - �`�•r�r�'��r� � � �9 vvovvvovv❑ \ \ \ �\ ��I I �,�`i`' RAlA-NEK OR r rr�r�� - /� ��/ VARIFS PF7 .•- � •'•' ••• '� • V V V V V V 9 p V V \`"�\`.�\'�\•' - � 111VAL�N �,y\••t� -\. \ \ a \�� 11 IDSTURBE� SO'L A7 CLE / ::::::::: ' :�: ::=' ��/�//��/.//.l vvvavvvaa �� ANDUT .�/�.� .�/i��l.�/i �Y•" suecRAut 4 s:•.`._�1� ;• -.• \ 1� I i �::::::�• TREATIIEUT (TYP.] .�� r �t7 o v v v v v v v c � f�\� � ;=:s" uiN. �� N.7.5. TRFAT�FC7� �\.:'.'.'.:'�"-°.�•�`�.1 REQLIIREI�AENTS, _ •rI V[]-FS: � V 9 o V V V ❑9 0❑ ACCEPTABLE /�....... _ .. _ SEE NQTE d •[fY'.} �� o 0 o V 9❑ 4 P❑ SU6GRA�E \\�! - 3.� i. THIS �ETAIL 70 BE LISE6 BACKFILL i�r,,.. . - - ..h�/� 6u.��,rriERE S�EGRED Ou ❑V q V V V P V V❑ \;,•;•:�:�:�' THE ORAIYINGS IN V V V V P P V 0 P ACCtF'f AI3LE E3A(:CFfLL f�..': .�J�/ ❑9 V 4 V p V 9 9 9 � CChAk3NAfICh WI"H OR n5 �FC111R�f] f3Y /�:•.'•�'' GROUT FACE - 'f�! V'ROPOSEO NANFOL� OR 'P o�'d o�d� URAWhGS \.�;;•�•� SMC'.f]TH TYP. •, VALL- IN TfIE SAIJL '0�0 0��❑ � � , ;:� CLSM BACKFILL �\•:•'� ✓ LOCATIOH. ❑o V o o p o q �57AIMLE55 STEEL T F i - • -� a v a v a�a�-• i�D7E: '�'. ��.•t�� .� ?. A.I AiFASII�FN1FNT5 ARF STRAP E M B E D M E N O R SAN I TAR S E W E R / ; -.•.°_ E'�} A'. BARS ]F!L_E�!N-0 f:•+,,��. '�t\� TYPICAL FOR ALL S,�Es o.- �� ° TN�S �ETAIL FpR 115E ONLY WHEN NEW MAIN .��.�.• A�ANHO[F C:7NF 3� A�3N. ��\. MANFpLE�VAULT LIO 4'� PIPE �' WILL HOl IAATE SYITH E%ISTING �1AIN JOlNT DUE ��'-T�� PipE ADAPTER NA�Ht]LE UR ,.;.��`•'', 6C-Fi 71RECTIONS - 1 O❑ ' PJ 1 VAULT PER �•��'�•'•.� - •�! ASSEHI9LY. Tp pIFFEREN i pIMEN51pN5 OR MA7ERIALS AN� h� NOT TO SCALE DRAvlIhGS �\' ='• :'",. ri. :;�r 3. if GRADC 4ING5 A4C VS�� ° dIA. Q° A�ANNQLE IS HOT 4EQ�IREQ. N.T.S. �:•:::•r:y,�. _; fhiEh� I 14'GII� - V P a •♦•� �f�i THAN 2ryATH1Cii, ANd S AL_ ��..-.'-. ..:�':..• .',}� .. . . . . . . - V 4� 4 V❑ Nalh Cntrd 1'w Ca.x3 al Cewmin� Sr.VNoui�SPEC�µTCM 11(FE�CE ��,�,� Y ❑V V V P 9 0 G' !�/ N��- CkCEEO'12'"IN iOT.�L ��`�"�� :;��, TO ALT�RA�EORIIGS�,A WASTEWATER MAiN TEE-jN �. 5oz.7 0 TUBDUT �"'� �� \�\'.',:: \`�j eE n��owEo. TREIVCH AT C�EAN OU T �R M.f--I. S o�T '04 �� ;��,:,,+ ��'Y 4. CCNF AiAVH01 FS SHdI I � lE4MNAfE Af a.hhl,;lEN- ' !• OEPhi Tfl .7LL�W FpR YJ� f MI]CIN�AN❑ COHf'A�TION A� N=CESSARY FOR 40AD �-� GCNSTRLJGTI�N. RIS�R Sr�TIOt VIE�Y'I SECTiCH 5-ALL 6E r _ 1I CRS"-iN-P_ACE Y-,I l.AL �-�. �i G V 5. ::(;YGFi`_�t :>AVV[; ��C.__ Et .. . =:7 r.5 n ;-=nFlnT- -��5. STANDARD MANHOLE MANHOLE LID ASSEMBLY - PROPOSED 3 TRENCH WATER STOP 4 PRECAST 2 CONCRETE PAVEMENT CONE NOTTOSCALE NOTTOSCALE NOT TO SCALE To TOP OF PIPE `w w� - - SPRING m �� LINE •� 12" l�`i MIN 6" �AIN. PROP. TpP OF CURB� 1Z" MIN. pR6P. PNAT. PREC�.ST BASE FI.T.S. ROCK GEOTExT1LE FOUNDATI�N �q7E��q� NDN SHRINK GRpl1T "' STI7. CAST IRON CpA11NG, WHEN NOT eb'Zs��$ STUB�UTS TD �= M1N. �ANFlDLE FRAFAE & IN PANNG 5' LOhlG Sl1PPDRTEO BY cn 'C ,••,,•�•••"•.,y $ B� OWhFER.SPECIFIEO a,5 P�� OF TFxaS 8 EI�BEDAIENT SPECIFIEO 30•� IN PLANS. STU60lJT5 USE APPRpVED o � ��. o 0 0 �* �: ••, *g TO BE GROl1TE6 AT G R A Q E R I N G S & N O N S H R I N K M.H. WITH NOt� �HRINK GRaU7 AS RE4l11RED a �iA C K F i!.l. M E T A L L I C D E T E C T O R T A P E � T O R A I S E T O G R A D E o q _� "� - _ �� "••••••.••.. GROU7, STU8DUT5 - �*a, •``*�� SHALL AL56 B� FITTEO `" SET MANHOLE RIMS 1/2" TO 1" HIGHER THAN �--_ --� . . WITH WA7£R TIGaT - - I '''� . ••••:•••(A STOPPER OR CAP I- .' 8 TANYA N.WARBRITTON � SURROUNDING AREA IN NON-PAVED � r 8"`...................." 115E 6-RING RUBBER a� AREAS AND MATCH EXISTING PAVEMENT '�� I � ':��' ''� ,I I �8�0 128028 0 �� GASKET {T1P.) I t�''n IMITIAL BAC4tFILL _ ._ . . .. - ' 8 '�°'•��CENSE.••°��m �� TROWELABLE BITUMASTIC FINISHED GRADE IN PAVED AREAS - � ` �..��] .�� rR�1c�+ �EaT=xr�� BgFss••.......• N�'� = 6' MAX � �j F,sa�i� � �� GASKET MATERIAL _ PRECAST GRADE ADJUSTMENTS - . = � � � � W ` � =I I - g ONAL $ e� �' GS-702 OR EQUAL �r CONFORMING TO ASTM C-478 �.� •' - � $s��' INTERFAEOIATE f215ER � 4 m � �:.: � � " IJTI�ITY SAP6 a�, 5�, oa s• a �� ' (NON-PAVED AREAS) �� ' "� , � �� <�� ' � ��.,� � � �ad.P� ,- cRusNE� :ccK 01/19/2021 �, as SPECIFIEO � q� a ( `' X � ''' " �2 ROWS OF BITUMINOUS I '� �:�¢' ��`� .• 8Y OWNER �� :�. � � � �� i I PELOTON LAND SOLUTIONS o � z W ,�1� 12" M I N � � � � � �� GASKET MATERIAL I I I • . . 5 P ;I� TEXAS FIRM N0.12207 � � J7 � � ''� / � • _ � �� m� � 4" MIN/ � "� � 6" MIN �. 6�° ��r,. an,o- -��'� � � � �'- The seal appearing on this documentwas authorized �� 'I 'a i :.%�'-'�_, � I �'.. i• � ��j✓'"c� 12" }�ax i �/ / aEoo�wG � � � �� by Tanya N. Warbritton, P.E. No. 128028. 6ASE RI5ER N7TH °BLiTf ENo" IN7EGRATE� � � � � �1 � . � I-I I I-I I I-I,I I I I 1=1 I 1= I 1- I I Alteration of a sealed document without proper notification 1MT0 TFiE CLA55 '�F" CONC. BASE ��, �� 6. �,�N � r��H. s�oPe � y w \� s' "�" RE'`�� to the responsible engineer is an offense under the POLYETHYLENE SHEET-' CONCRETE BONDING AGENT AND K'ALL CLEARI�NC= SPRING LiNE '-'x � � (NON-PAVED AREAS) �f . QUICK SETTING HYDRAULIC CEMENT tT"'% Texas Engineering Practice Act sn�eouTs To e� F�rrEo - - - `� ` TO PROVIDE SMOOTH WORKING SURFACE n❑ cr<our�❑ GR��o WATER WII'H A WATER 71GHT \// �S'AT�R PRESENT f=:�ES^iV�i � ST�PPER OR CAP + fi" �11N. ��/ ' � STUBOU75 TO BE A M1N. OF 5 L�NG WITH CONC. CRADLE (FROM ,• . � N z W SAlAE Pa[1R AS BASE] IJNDER �� , . � � �,�N ', REV. DATE REMARKS � 7HE EMTIRE LfNGTH. � NOTES GEOTE7[7ILE FAATERIqL N � S EAL I N G P RO C E D U R E RE� °°M,�� 1, FIRST �AAIN L1NE JOWT TO BE A MIN. QF 5 � �� (j LONG WiTH CpNC. CRADLE (FROM SAME PQUR CLA55 "F" CONCREIE AS BASE} UhiDER THE ENTIRE LENGTH. ROCK FOUN�ATIpN N.T.S. � O O � 2, fF FALSE F+1.H. 80TTpM5 ARE REOUIREO. THEY SWA_L � BE CONSTRLCTE�, INSTALLE� AN❑ REMDVE� PER APPROVEO RESlIlENT PIPE--T�- E M B E D M E N T F O R WAT E R L I N E S w STp. �WC. ND. 51Q0. AAANHOLE COMNECT�OR OR GASKET � 3. WHERE H1.H.'S ARE OUTSIpE OF PAVEMENT, FRA�fE & COVER RE4'D. FOR PIPE �THER THAN CLAY SANITARY SEWER MH REHAB 7 ¢ = SNALL BE CENTEREO 1N 5'x5' C6NCRETE PAO 0R COHCRETE. , CTR WESTLAKE � � SEALING PROCEDURE NOT TO SCALE CLA55 "A" CONCRETE, 4" THICK RJN GROUP INC � �µ1��w� rinerou� 72760ABRAMSROAD,SU17E400 O VVAS TE WA TE R M A N H O LE "��'�"°�`�`'"`°"'""`� oqr oA«AS,rEXAs�5243 S T R E E T G N U oEsicN oaaw E scaiE oaoc vaaEcrNo. sNEEr Q �� i��G� OHJ MESN 20�2 NOTED >B-256f-00 1 OF 7 U PRECAST o�T. °04 �oza NOTEs: UTILITY DETAILS � > � 1. ALL SEWER PIPE SHOULD HAVE EMBEDMENT o � EXTENDING 1 FOOT ABOVE THE PIPE AND �' M 6�� BE�ow THE PiPE. TOWN OF WESTLAKE, TEXAS � 0 2. METALLIC DETECTOR TAPE TO BE PLACED �� STAN DARD MAN HOLE BETWEEN EMBEDMENT AND NATIVE BACKFILL �n� TIE-IN GRADE RING SEALING FORSEWERLINES. �;��= 9800HILLWOOD � 3. ALL "CT" ADAPTERS TO BE ENCASED IN 6" '•��'•: P E LOTO N PARKWAY,SUITE 250 0 5 NOT TO SCALE � NOT TO SCALE CONCRETE EXTENDING 12" IN EITHER �� FORT WORTH,TX 76177 �� I�III L A N D s o�u r i o N s PHONE:817-562-3350 � DIRECTION FROM THE CENTER OF THE TX FIRM NO 12207 0 PIPE CONNECTION. � i DATE FILE SHEET � o DESIGNED: TNW = N � DRAWN: TCG/BCD o � JAN 2021 C2�4 � � CHECKED: KTW � � � � ��'�- NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST INTERIM DRAINAGE AREA CALCULATIONS a o �-.�-� � � � 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: Area Runoff T� 15 Q5 ��oo Q�oo � � ��a'� � � _�_-- Acres CA Comments D � O �� D � _ - � , TEXAS 811 1-800-344-8377 No. Coeff. min. in./hr. c.f.s. in./hr. c.f.s. I , �, o � �o �� o _�- � A-1 0.15 0.90 0.14 10.0 5.74 0.78 9.24 1.25 To Pro Curb Inlet#1 � D `� ' � " ��.��>� � ___ -' � � � TOWN OF WESTLAKE 817-430-0941 A-2 0.15 0.90 0.14 10.0 5.74 0.78 9.24 1.25 To Prop Curb Inlet#2 � T p ' ..p, �`` � �!�� o '--� � ATMOS GAS 888-286-6700 A-3 3.95 0.30 1.19 10.0 5.74 6.81 9.24 10.95 To Pro Dro Inlet#6 v .�� ,%-�� TXU ELECTRIC DELIVERY 1-800-316-2135 /. �� CALL BEFORE YOU DIG A-4 0.13 0.90 0.12 10.0 5.74 0.67 9.24 1.08 To Pro Curb Inlet#3 f � � � � p p o a �� o a o ,, �� I CHARTER COMMUNICATIONS 1-800-344-8377 A-5 0.13 0.90 0.12 10.0 5.74 0.67 9.24 1.08 To Prop Curb Inlet#4 � / � � � �� / � �� T R I-C O U N T Y E L E C T R I C 1-8 0 0-4 3 1-1 5 4 1 OS-1 34.41 0.30 10.32 10.0 5.74 59.29 9.24 95.43 To Ex TxDOT 60" RC P � D � / �� \�'- OS-2 6.75 0.30 2.03 10.0 5.74 11.63 9.24 18.72 To Ex 7'x5' RCB � a � �!a� � ,,� ---� �� FOR OTHER FACILITIES 1-800-344-8377 i OS-3 10.20 0.30 3.06 10.0 5.74 17.57 9.24 28.29 To Ex 2 5'x4' MBC � i�� ,� � � �� - \ � � PROJECT BENCHMARKS 30F27 0.54 0.90 0.49 10.0 5.74 2.79 9.24 4.49 To Prop TxDOT Inlet#5 � �i�. a : � / � � � � � 30F29 0.61 0.90 0.55 10.0 5.74 3.15 9.24 5.08 To ExTxDOT Inlet � v i'� I � / �O � � „ „ BM NO. 1 31#4 INCH ALUMINUM CAP STAMPED TOWN OF WESTLAKE GPS 8 � � � , �� I ��`/� � � � FOUND IN A GRASS PLAYGROUND NEAR THE MAIN ENTRANCE TO \ � � WESTLAKE ACADEMY. BEING _ 116 FEET SOUTH OF A BUILDING, � �� ± 110 FEET EAST OF A DOORWAY TO ANOTHER BUILDING, AND �� ° \� \ � / \ I / � ± 305 FEET WEST OF THE INTERSECTION OF OTTINGER ROAD �� v � v � \�� ` -�/o� /�� I � \� � AND THE MAIN ENTRANCE TO WESTLAKE ACADEMY. �/ � � . �o . .. � � �a � � ,�� % �� D � � � �� ,% / 1 � ` � I ELEVATION = 686.70 /�/ D a , o �`. � EX TXDOT 18"RCP i�� I-- `� \ � + - ��/ . / / � � I BM NO. 2 X CUT IN THE CENTER OF A CURB INLET FOUND / 50 FEET � �Da D . a o�.D �, . ��j� ��'� �/ / JI ��\ �, � NORTHWEST OF THE SOUTHWEST CORNER OF HIGHWAY 114 � D �� f� � � / � EAST BOUND FRONTAGE ROAD BRIDGE OVER THE MAIN �� D o // / � � / � / / OUTFALL CREEK OF TURNER LAKE, AND / 15 FEET o.. o /� � � a ° � � � �- / / � � �� WESTLAKE RETAIL ASSOCIATES LTD NORTHEAST OF A POWER POLE. ��` D o � 3�F29 � / �� ` � // � �� 55.877 AC ELEVATION = 605.54 � 0 1 7 0 ' o . a / DC98 0118649 �� i -i � � � � 0 0.61 Ac. �. o �%/ /i /> / ' OS-1 � 0 o JD a o I o f ,,'� / � i i � � o T E X A S , o a \ o � � � / �� 3 4.4 Ac. l / / I D R A I N A G E L E G E N D � a � / ,� 7� , ; / � / �. a � / o � %/9 � � I I � � I � �� MAJOR DRAINAGE DIVIDE � . o �o � � �/�� / q_5 � � � / ° � / / � �_o PROP TXDOT 18" RCP �� v o/� 4 0.13 AC. �� ` , �, p` / L 3 -_ X-1 � �Y � DRAINAGE AREA j D: o :� EX TXDOT 54" RCP /y \� \ \ � /� .XX Ac DESIGNATION � � / s 21" SD-A7 � � � � D o !� o � a �// ` 27" SD-A � / �� l �� \ � SURFACE FLOW ARROW � 30F27 � �j�� , A-4 '�-�� \� I I � - � \ � / �/ ` \ \ � � � � � � INLET NUMBER / �� //i� ��/ � � `� ��i�L�� / /� l � �� 0 (PERMANENT) 0 0.54 Ac. / 0.13 Ac. � �� i � � � � � �,� � � � � /� /� �i �� :p � � � � � � � / INLET NUMBER 1 _ o , a �� -�� /� �,�� //� Q (TEMPORARY) �p. . � � '�. /% � � /� /� / /� / �S-2 /� /� � � 4 � � � .� �� / � / � ° � . �� tP � A-2 � i �� 6.75 Ac. �� o � s� �` � � � � � - --_ -- m � D � a � � / /� � � � _ -- / -_-__ -�� • �- �� a �� A-3 �-�-•�� sf�� 0.15 Ac. � �� \ _-- \ II \ �i� II � -U, II o �, DESIGN CRITERIA o / ," I / s �, �� / / ; - � � II � I II � �. o � I � I � �� 27" SD-A // /� �' � II � � � � � 1. RATIONAL METHOD OF DESIGN. o � � 3.95 Ac. � \ A-1 � - i i � �� ,,5�! �� _ �-� �- ----�s�------- ___= a � o a �� 1 , �/ ` �� /� /�� 4 0 �,, _=_� 48, RCP _o{ /,EX 60" RCP � SCHWAB WAY EX 7'x5' RCB I I X � 2. DESIGN FREQUENCY , � o �� 0.1 5 A c. i i i �� E X ` � a / � � / o� � / � � __ __ __ __ J , __ . X�� (A) CLOSED SYSTEM - 5 YEAR / D� � / � � � ` `. ` � ��n� � �i/ �.�/� � � � -�� -� � ��-�� B CLOSED SYSTEM - 100 YEAR . V. . .o � � �� 6 � 2 n �'`�. /�GP 621 .G��_�-- � � ��-� -- -_ --------��-�� n � � � o �� 1 \ o �� 6, � o i �-- � � `-� -�---- -- - W , �� . � . . � I � ` �r ' i� �.. p � �� . � � /'�j%` _ C�`V\\� ` �-_--\ ` /�'-= �� \�� /_� `� ( / / � � / , � 0 �� ii X3 �� ____�� 620 �� (C) OPEN CHANNEL - 100 YEAR � � � � 21 SD-A3 � 21 SD-A2 � � 2 � `./ ( �1 � - � � � � G e � ��__ ��5�� \� �� /�� -_--_�� \ n = 0.013 FOR REINFORCED CONCRETE PIPE i '� �/ I I ��- �- ��`O � ,�/� �� - �/ �� j ��/ �`��>J 1 J 1� � \�- 1� l��/ �� \ 1 ` n = 0.015 FOR CONCRETE STREET/GUTTERS (BROOM FINISH) /� � I �_ � � / 21 �-A1 0 0 �-�- /�GQ ��i /j� ��/� / � ��,� �� / _�' � � � � � � // �� 2'I � ��i�/�j � �� __��/ \ ^ / l� ��\� � I RAINFALL INTENSITY FROM T.P. No. 40 /� _ �/ / �� , a o � o . i % 5i� � _-------� � �� / / 1 \\� \ , � � I os 3 � - �ii� -, ;�2� --- � � 620 �� / I I �' / I ) // / �- � � `� �/ �//%� i%//%,--- � _ __ � � � �'� � �`' / � (� � �� ll� II�� I 1 / / 10.2 Ac. I � i� �� i f � � �'� � ,' ��II��%�j�� l/ �� lJ I / � � `� � � �%/� II�� I / I / / � I / / ,0'l� ��p�_. � � / I\��\��/�� l-�`` I j � � P � `�J J�1 n ��/�/��/ p / I NOTE: � � � � ' � � � ��/� / � I � " � �� ` �� CL� `--' L � � �J/ N / AN APPROVED PERMIT ISSUED BY TEXAS DEPARTMENT _ � / I � � o o i , � / �____� � � I1 �1 � � � I, � N I �V ``.� - �L /r� -��_�� I/ �� / � I OF TRANSPORTATION (TxDOT) SHALL BE REQUIRED PRIOR � � � / � � o � �___� I l I .� J I �,� I l o / �-� �-� � ��I,/ / I TO ANY WORK PERFORMED WITH THE TxDOT RIGHT-OF-WAY. , � � ��Q, � (�� i I � � �� l �� / I � / � % /o�' � ° � � `��I � �� _ �______� o I / � WESTLAKE RETAIL ASSOCIATES LTD �+� / � • / \`1III I 4� 1 1 1-�620 �� °`�' � � � // I / _ 55.877 AC � /i f �P -'� i��lll I�2 � � -_ �� \�� -� I -� DC98-0118649 �>/ � �� _- �� / � N � � � ,�� - - /�� c,� � � •�•`� � Ijl ��llll �1 I �� ----' �� I _ �` � - �//� .1��,o�/ � c��' I�I �I I � � � �--� -� � �-� % � o $o �60 240 / � � , ! �� ,i� � � � � �� / - - - � � � \ � ��/ +°`�� ,� � I��I�il � j� -- I f �� j �� X21 R�p� �� III I / � � � / � �� CS KINROSST ACT ARKWAY LLC V � GRAPHIC SCALE IN FEET � � . � ��III� l = �� / _� p �� 69.337 AC � � REV. DATE REMARKS z � I I �N J � r I / �c2o�s-s4�07 I I � � � /� o � �� I � o , � � II , � , I I � / ��s, � � � III � � � �-� �� N � � � � I / I � � �� %� � ��' � -- II I �� (� � �� - I / � � I I ____ �-- C.� N � i � � ec � �\\ �� ` � � -620� � � CTR WESTLAKE _ � �� V�� `V � �'� � �� g'(P��'OFe`�F'�'9S M � � i� � �� `� �� ► �� ► � � .�e eo. STREET G � C� o � - a \ I *�` �* U � / � � ` � �� II �� / / � �/ / .0�� (� \�� \ `�\\ i�' 1// �III I� l I // I � � � I � , J eTANYAN�WARBRITTON� _ •� ��-i1 �� \�� I �� N I � � � r J o � o a DRAINAGE AREA MAP INTERIM � / ««00000sss�««aaaoe�sse��o > � � � �� .� �l I I � / I �, .�s �2so2a � I�}� � � ��\��\ I�Ir�llll � � / � �--� � �°��s��EfNs�°G.�``�,�- o � / � / i ; �� ,6�� I � � � -� � S�ONAL �� TOWN OF WESTLAKE, TEXAS � �, � � � I �� S� s� �, �i I� I � ; �I o � � � � \\��A��A �� /` � � � � � 01/19/2021 � i�, / � J � ��o� �� , �I�I I / I �� III �� / � �� I�� I""'--- � � �� PETEXAS F RM N0.12207�� i?i i; 9800 H I LLWOOD � �/ S / `\ �� \\ I I I ` � � P E LOTO N PARKWAY,SUITE 250 0 � l I II / I \�`\\\`��\\` \�� I I ` �� FORT WORTH,TX 76177 � \��;;`\\\;\ \ I I I �� / I I �/ � The seal appearing on this document was authorized I�I�I �A N D s o�u r i o N s PHONE:817-562-3350 �� TX FIRM NO 12207 � � �� I ��\ ��\\\�� I� I � � � I / by Tanya N. Warbritton, P.E. No. 128028. Q � � I \�� \�\�\�\�6 I �-� - � � Alteration of a sealed document without ro er notification N � / , , �\\ I /� � �� / � �, � � p p DESIGNED: TNW DATE FILE SHEET = � � \\�\��\\��0 J � /� � 62Q � to the responsible engineer is an offense under the m � / � � / � � ��\��\�\��.��-- r I\ / l I I � � /_ I �� i� DRAWN: TCG/BCD C301 � � Texas Engineering Practice Act JAN 2021 � CHECKED: KTW � � � � ��-��- NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST ULTIMATE DRAINAGE AREA CALCULATIONS a o . � ��_�� ` 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: Area Runoff T� 15 Q5 ��oo Q10D � �� ' _�-�- � TEXAS 811 1-800-344-8377 Acres CA Comments D � O �� D � No. Coeff. min. in./hr. c.f.s. in./hr. c.f.s. - � o �� „ �%�� o _�'-� � , �� D -- \� � TOWN OF WESTLAKE 817-430-0941 A-1 0.15 0.88 0.13 10.0 5.74 0.76 9.24 1 .22 To Pro Curb Inlet#1 � D � �� - A-2 0.15 0.90 0.14 10.0 5.74 0.78 9.24 1 .25 To Pro Curb Inlet#2 -� F o . � D � o � �� ,e�� -� � ATMOS GAS 888-286-6700 A-3 0.07 0.90 0.06 10.0 5.74 0.36 9.24 0.58 To Pro 21" Stub / D� ��o ,,%�i I TXU ELECTRIC DELIVERY 1-800-316-2135 /. �� I CALL BEFORE YOU DIG A-4 0.59 0.88 0.52 10.0 5.74 2.98 9.24 4.80 To Pro 24" Stub / a . _ o . � � _ a. ��o � ,, � �7 � CHARTER COMMUNICATIONS 1-800-344-8377 A-5 0.24 0.88 0.21 10.0 5.74 1.21 9.24 1 .95 To Pro 21" Stub p . �� ,� / / � TRI-COUNTY ELECTRIC 1-800-431-1541 A-6 1 .67 0.88 1.47 10.0 5.74 8.44 9.24 13.59 To Pro 27" Stub a , ��a�� __� � � FOR OTHER FACILITIES 1-800-344-8377 A-7 0.13 0.90 0.12 10.0 5.74 0.67 9.24 1 .08 To Pro Curb Inlet#3 � � � �!�� / , � � � �� A-8 0.13 0.90 0.12 10.0 5.74 0.67 9.24 1 .08 To Pro Curb Inlet#4 , i�-�p ' �'� � 'I, \� � � � � PROJECT BENCHMARKS OS-1 18.50 0.88 16.28 10.0 5.74 93.50 9.24 150.50 To Ex T�OT 60" RC P � !i'�� O� � � O S-2 1 5.2 0 0.8 8 1 3.3 8 1 0.0 5.7 4 7 6.8 2 9.2 4 1 2 3.6 5 T o E x 7'x 5' R C B � o /�� , // �� \ BM NO. 1 31#4 INCH ALUMINUM CAP STAMPED "TOWN OF WESTLAKE GPS 8" � F O U N D I N A G R A S S P L A Y G R O U N D N E A R T H E M A I N E N T R A N C E T O OS-3 32.70 0.88 28.78 10.0 5.74 165.27 9.24 266.01 To Ex 2 5'x4' MBC �� WESTLAKE ACADEMY. BEING ± 116 FEET SOUTH OF A BUILDING, � �� ' � � ± 110 FEET EAST OF A DOORWAY TO ANOTHER BUILDING, AND 30F27 0.54 0.90 0.49 10.0 5.74 2.79 9.24 4.49 To Pro TxDOT Inlet#5 � �,�./� ,� � I � O S-1 \ \ ± 305 FEET WEST OF THE INTERSECTION OF OTTINGER ROAD 30F29 0.61 0.90 0.55 10.0 5.74 3.15 9.24 5.08 To ExTxDOT Inlet \��o/% � � I� � � AND THE MAIN ENTRANCE TO WESTLAKE ACADEMY. I � ,� / I 18.5 Ac. � I ELEVATION = 686.70 � //'� � ��a � �� o � o� EX TXDOT 18" RCP� �- � � � _ � / I �� BM NO. 2 X CUT IN THE CENTER OF A CURB INLET FOUND +/- 50 FEET /� � p: a :� p a D �� ✓i�� I NORTHWEST OF THE SOUTHWEST CORNER OF HIGHWAY 114 // �. . � � / � � � l EAST BOUND FRONTAGE ROAD BRIDGE OVER THE MAIN � D D „ p // / � / - I � OUTFALL CREEK OF TURNER LAKE, AND +/- 15 FEET / /� � / � ` � / NORTHEAST OF A POWER POLE. • �'� � � � a ° � ��/ � WESTLAKE RETAIL ASSOCIATES LTD a /� D � 3�F29 � / / � / �/ � i � 55.877 AC ELEVATION = 605.54 ��D o � ,� o � 7 0 ' o � � ,% �� ;� / DC98-0118649 � o �; 0.61 Ac. �, o /� � ' /� � OS-2 � � �� 0 0 0 � � � o TEXAS '0 � ° � \ o ! A_$ ,� I ��----�---------�I- DRAINAGE LEGEND , o � 7�/ I A-6 15.2 Ac. �� a � a� p. . � � o / , � � , � o� / � �� ` ' � � � /` 0.13 Ac. � I D / D // ` � �� MAJOR DRAINAGE DIVIDE o. o /° � � /d �_ 1 .67 Ac. � / I � o PROP TXDOT 18" RCP � o/ � 4 � ' / ` o / � D� '� �% l 3 27" SD-A \ ___ , �_ �\ O X-1 D: o . EX TXDOT 54" RCP co� � DRAINAGE AREA / , � • / I .XX Ac DESIGNATION ? .� � � � / � s 21" SD-A7 � � �� \ ` � D o � o . � � \ � � � \� � ) � � I � SURFACE FLOW ARROW o � �� `\ „ ��' .� � � \ � ` _ � 30F27 �/> A'7 27 SD A6 ` � � � � � / � � -`�" � � I � � � INLET NUMBER o D // �, . , , I I ;� /// ` � � � L � � � � (PERMANENT) 0 0.54 Ac. / 0.13 Ac. „ , �i �� ` � � > / � �� N \� A-4 �/ � �� I INLET NUMBER o ��D� a� �� 1 � � � /�� // �� /� /� Q (TEMPORARY) o ; / ; A-5 0.59 Ac. � �i �� / / �� I a � � / �� „ � i � � / � , �. : . o % / � 0.24 Ac. N 27 SD-A ' , /� � �/ � i� o � S�J � � l � -- __�- � ��m■ _ � c 21" SD-A5 ` .� �� - - -_-__ - -• �- - � ' � i _ �� 24° SD-A4 �° �� \ �____ - � \ - �'� � II o � DESIGN CRITERIA � a / ,' i �� i I I al' = � � � � � � � � � - � � \ II � I II � _ - A-3 ` ` A-2 i � �� . � � o �\\� � `�� , �� ----- � � 1. RATIONAL METHOD OF DESIGN. � / � � �- ��,/ � - -- ----� ----- � ( � 0.07 Ac. ` 0.15 Ac. �� c'�'"�' �� - ��-� - -- ,-,--�m a � 2. DESIGN FREQUENCY o ` � �_ �� X � /,EX 60 RCP SC H WAB WAY EX 7 x5 RCB I I� � � Q �' �� EX 48" RCP � � i � �` � %�� ` , 27 SD-A / > ' � --- --' __ X� (A) CLOSED SYSTEM - 5 YEAR � � � \21 SD-A3 i o __ � D� p / � \ OS-3 ` � ` �, . � , . , �� a o o. �_- -- ��-� �_` -� / � , . � � --- \ �% �-! � \ _,� -- �� (B) CLOSED SYSTEM - 100 YEAR �. �. o / / ) 1 � � \ 2 � -��$- ��P o621 /�_�' � \ � _ 1��--- ----------------_�-�__ � � � � a � � / � 32.7 Ac. � � A-1 i o � �� i��EX36 � 'r ��=_�� ----- •-�� °° (C) OPEN CHANNEL - 100 YEAR � � 2 '-- � 62�� - � ` � � � p � I � � t 21" SD-A2 0 �� / I � ��`6 S\� J � -, � /��i �� 1� ��- _�� \ � � � � � � � - -�� \ �'�� - ��\\\ n = 0.013 FOR REINFORCED CONCRETE PIPE � I � � � � --__�`� \� � � _ � i � �. ti �� - - - � o / � � �0 0.15 Ac. ,�� ' , ,! �o o ��i � \`�� .� ��-_/ ��%� \\� � 1 � / I I � / o. �-� /GQ ,o � j�� //� �� - ` ��,J� �`� � � I n = 0.015 FOR CONCRETE STREET/GUTTERS (BROOM FINISH) � I � 21 SD-A1 � �,�FZ �� j/ �_�� RAINFALL INTENSITY FROM T.P. No. 40 /� , � I � / // �� 2 _ � iiii�/// � -- �--_ / , � / � f \�` \ I / / �� // ; 4. o �o - %�� Ji�� _----- � � /'�� /'�� \`� � ,/ �'� � � � . ///� �� __ - l � � � , 620 .„� ,, r � � � � � � , � � � � -- � � l �� ,�,�_-- -1 _ __ � � � �/ � r / j r � �� ll ��I � � 1 � � „ � � � � � o �� T,I`� ��j �� r � - � / (� r1 `� I � j� II � , / � EX30 RCPTOPICKUP � / �� / � f / � � II�� I � J �� I � I 1_� � �� '� I � I / FLOW FROM OS-3 / �4 ��` / � -��/ / `` I j � � r` � �`'_' J-1 n �/ /�� p � I NOTE: � / /. ; � / � / �� l� � .�� ` � � � � � o \ � � " � f �. I CL� `--' L � �J N / AN APPROVED PERMIT ISSUED BY TEXAS DEPARTMENT � I � �� -� � � I� rl� I � ,�j I, � N � `�,I `�/ - �L -I/,r� -��_�� r �� % � I OF TRANSPORTATION (TxDOT) SHALL BE REQUIRED PRIOR EX 36" RCP TO PICK UP � �i � / FLOW FROM OS-3 j , � o o � I / �__ � � l 1 � J I �/ � � o � LT �^ � ��I,/ � I TO ANY WORK PERFORMED WITH THE TxDOT RIGHT-OF-WAY. � �� i ;!��e� o ��\ 1 �� I � � �� / `t� � � -'� / I � / � �3° - � � � `��I�II � 1 � `�- - -1-�620---------' �, ��,° � � ,� / � / � WESTLAKE RETAIL ASSOCIATES LTD � // �+ Q� � � �►I�� I�62�� `1 !,� � � ',\ /-�-�� _ 55.877 AC � // �'✓� ��'� �� I --� ��G � � �� -� DC98-0118649 3/ � � � PQ'/ �,,� I�� --, / �� ` �� , �--,\ I N % �� I ��I � � �� / � �-, --- � �` I _ �'� ��/ �°oQ- �/ G� � ��I �� I i l �_� = � \�--� � I � // .�1��',/� �� ,i I �II � � � � _ � _ _ � � o so �60 240 � `�� / �� i� �I� � �II � -� _-� � � �� /�+'EX21,� / ��I � � � I CS KINROSS LAKE PARKWAY LLC I � / // ��+ i RCP// /� I� II � / I I I I � �� I TRACT 1 � GRAPHIC SCALE IN FEET N � / �� // � % % � �JII p l �� I / I � � I , 69.337 AC \ I REV. DATE REMARKS � � / !N J J f � � � DC2016-64107 � I � 1 � � � o � F OW ROM OS-3 K UP o ��2 II � � �I �/ I � � � � / � ��J`S+Q, �� I `�� /(I /-�\ // �-�� - I � I o � 0 � - � / � �ec �=� �� /� � \/ .` � � � -----620-+ I � �� Q � � �� I � � \ r-- i � _ � �� , � �-� �� Fe�T CTR WESTLAKE N � I �� I �,�p.oe,oe� F�-qs M ' J %;�� , � �� C�, � .�e eo. STREET G o EX 30" RCP TO PICK UP �� \�\� �--� �� / I I - I *� � < � \ , II � / °* � FLOW FROM OS-3 �� ,, ��\\� �� ,,- 1�nl�l �� o I �� I �-� r � J �TANYAN�WARBRITTON°° DRAINAGE AREA MAP - ULTIMATE �� / /��-i1 �� II II �I N � l I ( � 1 0 / `��° �2`so�a `�```° " / i \ r� �I I co � N °�- � Q � ,/ /�} / v �� I / I � c� ��,��F , `` o 1 � \ �\ �I�I � I c� CO � �� \ N �-� �c � �ENS��°`�� M �/� � � '� � ��s�\��s �� I�I� �� -' ' SS��NAL"��G TOWN OF WESTLAKE, TEXAS � / / �� s, �� , I J �� o � �V / ��6'� �6�' \� �� I I �� - 7� I `' %� 01/19/2021 �i �� o� �s � �, � I I I � I �� I � � /� ,l � , � �� \�� 111 �I � � I ✓ ' \\`\ \ � I I r__ �/ �� / ----- PELOTON LAND SOLUTIONS � / II �� / � ��`\\�`�� \\\ I I I I I �` / � I TEXAS FIRM N0.12207 �?��i PARKWAY,UOOD 50 0 , / // I �� \�II I � :: P E LOTO N / I I // '�� FORT WORTH,TX 76177 � / // I � � The seal appearing on this document was authorized I I�I �A N D s o�u r i o N s PHONE:817-562-3350 �� TX FIRM NO 12207 0 ��`�\\ �� _ _ � I / by Tanya N. Warbritton, P.E. No. 128028. Q , �� III � I -� � / � I I \\��\\\�� I � � 7'L� � � Alteration of a sealed document without proper notification DATE FILE SHEET � N � ��\ / �� 6, DESIGNED: TNW � � / \\�\\\��\\�\\\�0_ J � /� � � � ZQ � � to the responsible engineer is an offense under the m � / � � I �_-� I\, / l I I � � /_ I �� i� DRAWN: TCG/BCD o � � \\�\\\\�\\��\\� r ; Texas Engineering Practice Act JAN 2021 Ci3�2 � CHECKED: KTW � HYDRAULIC CALCULATIONS (FUTURE / ULTIMATE) Runoff Pipe Drainage Area Time of Concentration Box Culvert Head Loss Calculations Invert Elevation Comments Design Point Length Incremental Total Runoff Incr. Total Inlet Travel Total 5-Year 100-Year Q 5 Q 100 Inlet Q Storm No. of Storm Storm Manning Hydr Hydraulic Grade Head Loss Design Dwnstrm Upstrm TC/ FG Upstrm Dwnstrm Between Area Area Area Coeff Time Time Time Intensity Intensity Runoff Runoff Bypass in Pipe Pipe Storm Drain Drain Drain n Grade Line Elevation V1 V2 Loss at Structure HGL Elev Station Station Points No. (Acres) (Acres) "I" "I" "Q" "Q" "Q" "Q" Diameter Spans Width Heigth Value "SP' Dwnstrm Upstrm Flow(In) Flow(Out) V1^2/2g V2^2/2g Coeff KjV1^2/2g "Hk" Elevation "A" "A" "C" "CA" "CA" (min.) (min.) {min.} (in./hr) (in./hr) (c.f.s.) (c.f.s.) (c.f.s.) (c.f.s.) (in.) (ft) (ft) (ft./ft.) (f.p.s.) (f.p.s.) (feet) (feet) (Kj) (feet) (feet) (feet) (feet) (feet) (feet) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 19a 19b 19c 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 STORM DRAIN LINE SD-A � 1686.07 1678.32 7.75 A-8 0.13 0.13 0.90 0.12 0.12 10.00 0.47 10.47 5.74 9.24 0.67 1.08 0.00 1.08 27 0.013 0.0000 622.99 622.99 0.27 0.00 1.25 0.10 623.09 616.44 616.52 625.00 1678.32 1664.28 14.04 0.13 0.00 0.12 10.47 0.86 11.34 5.74 9.24 0.67 1.08 0.00 1.08 27 0.013 0.0000 622.89 622.89 0.27 0.27 0.00 0.00 0.35 0.00 0.10 622.99 616.30 616.44 624.64 1664.28 1617.59 46.69 A-7 0.13 0.26 0.90 0.12 0.23 11.34 1.49 12.83 5.47 8.86 1.28 2.07 0.00 2.07 27 Q.013 0.0000 622.78 622.79 0.27 0.52 0.00 0.00 0.75 0.00 0.10 622.89 615.83 616.30 624.76 � 1617.59 1497.59 120.00 A-6 1.67 1.93 0.88 1.47 1.70 12.83 0.55 13.38 5.20 8.48 8.87 14.44 0.00 14.44 27 Q.013 0.0022 622.32 622.58 0.52 3.63 0.00 0.20 0.75 0.00 0.20 622.78 614.63 615.83 625.06 � � 1497.59 1427.59 70.00 A-5 0.24 2.17 0.88 0.21 1.91 13.38 0.29 13.67 5.11 8.34 9.79 15.97 0.00 15.97 27 Q.013 0.0027 622.03 622.22 3.63 4.02 0.20 0.25 0.75 0.15 0.10 622.32 613.93 614.63 625.70 1427.59 1302.59 125.00 A-4 0.59 2.76 0.88 0.52 2.43 13.67 0.41 14.08 5.07 8.27 12.33 20.14 0.00 20.14 27 0.013 0.0042 621.30 621.82 4.02 5.06 0.25 0.40 0.75 0.19 0.21 622.03 612.68 613.93 625.03 � 1302.59 1285.77 16.82 A-3 0.07 2.83 0.90 0.06 2.50 14.08 0.05 14.13 5.00 8.18 12.49 20.42 0.00 20.42 27 0.013 0.0043 621.11 621.18 5.06 5.14 0.40 0.41 0.75 0.30 0.11 621.30 612.51 612.68 623.53 � 1285.77 1277.59 8.18 A-2 0.15 2.98 0.90 0.14 2.63 14.13 0.03 14.16 4.99 8.17 13.14 21.49 0.00 21.49 27 0.013 0.0048 620.86 620.90 5.14 5.41 0.41 0.45 0.60 0.25 0.21 621.11 612.43 612.51 623.33 � � 1277.59 1272.59 5.00 A-1 0.15 3.13 0.88 0.13 2.76 14.16 0.01 14.17 4.99 8.16 13.79 22.56 0.00 22.56 27 0.013 0.0053 620.61 620.64 5.41 5.67 0.45 0.50 0.60 0.27 0.23 620.86 612.37 612.43 623.23 � � STORM DRAIN LINE SD-A1 22.62 0.00 22.62 A-1 0.15 0.15 0.88 0.13 0.13 10.00 0.74 10.74 5.74 9.24 0.76 1.22 0.00 1.22 21 0.013 0.0001 620.86 620.87 0.51 0.00 1.25 0.10 620.97 612.68 614.94 623.76 � STORM DRAIN LINE SD-A2 � � 6.24 0.00 6.24 A-2 0.15 0.15 0.SG a.14 0.14 'f Q.QD o.20 1�.2� 5.74 9.24 �.78 1.25 �.a� 1.25 21 a.�13 0.0001 621.11 521.11 0.52 0.Qa 1.25 Q.1 Q fi21.21 612.76 613.39 623.76 � STORM DRAIN LINE SD-A3 89.43 81.43 8.00 A-3 0.07 0.07 0.90 0.06 0.06 10.00 0.55 10.55 5.T4 9.24 0.36 0.58 0.00 0.58 21 a.013 0.0000 621.40 621.40 0.24 O.Oa 1.25 0.10 621.50 613.34 613.38 620.80 81.43 0.00 81.43 0.07 0.00 0.06 10.55 5.61 16.16 5.74 9.24 0.36 0.58 0.00 0.58 21 a.013 0.0000 621.30 621.30 a.24 0.24 0.00 O.Oa 0.35 0.00 0.10 621.40 612.93 613.34 621.47 STORM DRAIN LINE SD-A4 32.44 0.00 32.44 A-4 0.59 0.59 0.88 0.52 0.52 10.00 0.35 10.35 5.74 9.24 2.98 4.80 0.00 4.80 24 a.�13 0.0005 622.03 622.05 1.53 0.04 1.25 0.10 622.15 614.06 614.15 625.75 I STORM DRAIN LINE SD-A5 52.40 0.00 52.40 A-5 0.24 0.24 0.88 0.21 0.21 10.00 1.08 11.08 5.74 9.24 1.21 1.95 0.00 1.95 21 a.�13 0.0002 622.32 622.33 0.81 0.01 1.25 0.10 622.43 614.88 615.08 626.25 STORM DRAIN LINE SD-A6 32.48 0.00 32.48 A-6 1.67 1.67 �.88 1.47 1.47 1�.�0 0.16 1 D.16 5.74 9.24 8.44 13.59 �.�� 13.59 27 �.�13 0.0019 622.78 622.85 3.42 0.� 1 5 �.23 623.�7 615.83 615.93 625.53 STORM DRAIN LINE SD-A7 27.61 0.00 27.61 A-7 0.13 0.13 0.90 0.12 0.12 10.00 1.02 11.02 5.74 9.24 0.67 1.08 0.00 1.08 21 0.013 0.0000 622.89 622.89 0.45 0.00 1.25 0.10 622.99 616.55 619.31 625.00 ULTIMATE ON-GRADE INLET CAPACITY CALCULATION TABLE Inlet Drainage Area Street Cross Slope Cross Slope 100 Year 100 Year Equivalent Manning 5 Year 5 Year 100 Year 100 Year Comments Design Inlet Station Area Area Runoff Time of Long of Pavement of Gutter Depth Spread Cross Street Coefficient 5 Year 5 Year Carry Over Total 100 Year 100 Year Carry Over Total R.O.W. Design Length Length Efficiency Inlet 5 Year 100 Year Point No. No Coeff Concen. Slope of Flow of Flow Section Section for Intensity Runoff Flow Gutter Flow Intensity Runoff Flow Gutter Flow Capacity Storm*** Required Provided Capacity Carryover Carryover "C" "So" "S�' "Sw" "Yo"* "T"** "Se" Pavement Flow "Q" Flow "Q" "Lo" "L" "L/Lo" "E" "Qi" Flow Flow (ac.) (min.) (ft./ft.) (ft./ft.) (ft./ft.) (ft.) (ft.) (ft./ft.) (type) "n" (in./hr) (c.f.s.) (c.f.s.) (c.f.s.) (in./hr.) (c.f.s.) (c.f.s.) (c.f.s.) (c.f.s.) (ft.) (ft.) (c.f.s.) (c.f.s.) (c.f.s.) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 A 1 A-1 0.10 0.88 10.0 0.0120 0.0200 0.167 0.15 7.35 0.1867 Rooftop 0.019 5.74 0.51 0.00 0.51 9.24 0.81 0.00 0.81 29.82 100 4.31 10 2.32 1.00 0.81 0.00 0.00 1 - 10' Inlets N A 2 A-2 0.10 0.90 10.0 0.0120 0.0200 0.167 0.15 7.45 0.1867 Rooftop 0.019 5.74 0.52 0.00 0.52 9.24 0.83 0.00 0.83 29.82 100 4.35 10 2.30 1.00 0.83 0.00 0.00 1 - 10' Inlets J A 3 A-7 0.09 0.90 10.0 0.0070 0.0200 0.167 0.14 7.15 0.1867 Rooftop 0.019 5.74 0.47 0.00 0.47 9.24 0.75 0.00 0.75 22.77 100 3.54 10 2.82 1.00 0.75 0.00 0.00 1 - 10' Inlets REV. DATE REMARKS � A 4 A-8 0.09 0.90 10.0 0.0070 0.0200 0.167 0.14 7.15 0.1867 Rooftop 0.019 5.74 0.47 0.00 0.47 9.24 0.75 0.00 0.75 22.77 100 3.54 10 2.82 1.00 0.75 0.00 0.00 1 - 10' Inlets o � _ U � 0 � o Efi} Q � INTERIM CAPACITY OF CURB OPENING INLETS AND DROP INLETS IN SUMPS � _ �P��peLCOe�TF� CTR WESTLAKE M �' Desi n Inlet Gutter Crown Gutter De th De th De th Ca acit Len th of Ca acit Car Over Percent Notes �c�� 9s STRE ET G " Point No. Slo e Slo e Flow of Gutter of of Flow Inlet/ Foot Inlet of Inlet Into Q100 ,io 6g � g a;r Q ��00000ssss��aeeoeeess�sss � � o , "So" of "Qo" Flow De ression at O enin of Len th O enin Over Flow Ca tured TANYAN.WARBRITTON HYDRAULIC CALCULATIONS � Pavemerit Yo a Q/L L Q ��"�2gp2g`�"""°` > Q ft./ft. ft./ft. c.f.s. ft. ft. ft. c.f.s./ft. ft. c.f.s. c.f.s. �°�°`f��CENSEOo�e��``� � � o � 2 3 4 5 6 7 s 9 �0 11 �2 13 �SS�ONAL"��G� TOWN OF WESTLAKE, TEXAS � � 01/19/2021 �� A E 0.0070 0.02 11.12 0.44 1.00 1.44 1.72 16 27.54 0.00 100% �, PELOTON LAND SOLUTIONS � TEXAS FIRM N0.12207 i i i i i 9800 HILLWOOD � : P E LOTO N PARKWAY,SUITE 250 0 �� FORT WORTH,TX 76177 � The seal appearing on this document was authorized I�I�I �A N D s o�u r i o N s PHONE:817-562-3350 �� TX FIRM NO 12207 0 by Tanya N. Warbritton, P.E. No. 128028. � o Alteration of a sealed document without proper notification DESIGNED: TNW DATE FILE SHEET = c� to the responsible engineer is an offense under the m � DRAWN: TCG/BCD o � Texas Engineering Practice Act JAN 2021 C303 � � CHECKED: KTW � NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST , 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: NOTE: TEXAS 811 1-800-344-8377 AN APPROVED PERMIT ISSUED BY TEXAS DEPARTMENT , OF TRANSPORTATION (TxDOT) SHALL BE REQUIRED PRIOR � TOWN OF WESTLAKE 817-430-0941 PC STA 0+40.50 36.31' LT TO ANY WORK PERFORMED WITH THE TxDOT RIGHT-OF-WAY. ATMOS GAS 888-286-6700 BEGIN PAVEMENT & CONNECT TO EXISTING TXU ELECTRIC DELIVERY 1-800-316-2135 MATCH ELEVATION & SECTION CALL BEFORE YOU DIG CHARTER COMMUNICATIONS 1-800-344-8377 TYPE P-1 PERPENDICULAR TRI-COUNTY ELECTRIC 1-800-431-1541 CURB RAMP (TYP) WESTLAKE RETAIL ASSOCIATES LTD PT STA 0+65.49 12.0' LT 55.877 AC FOR OTHER FACILITIES 1-800-344-8377 DC98-0118649 0 PAV STA 0+80.31, 12.0' �T X m � PROJECT BENCHMARKS STREET G m _ 4 X CONST 10' STD CURB INLET NO. 1 X X W � WARNING!! BM NO. 1 31#4 INCH ALUMINUM CAP STAMPED "TOWN OF WESTLAKE GPS 8" STA 0+00.00 = X I I I � � TC = 623.76 I p � � � FOUND IN A GRASS PLAYGROUND NEAR THE MAIN ENTRANCE TO SCHWAB WAY p " I �' \ � ' N � O FL = 614.94 � APPROXIMATE LOCATION WESTLAKE ACADEMY. BEING ± 116 FEET SOUTH OF A BUILDING, „ I O n- � O LL1� STA 29+86.39 � EX 12 �N, Q �>, � � � x �{I C� C� OHE & UG UTILITY LINES ± 110 FEET EAST OF A DOORWAY TO ANOTHER BUILDING, AND � �-``'� STA 5+23.14, 22.22' LT � � � � Q CONTRACTOR TO VERIFY ± 305 FEET WEST OF THE INTERSECTION OF OTTINGER ROAD �,`J � � . � , I' , S T R E E T G S T A 0+9 0.0 0 S T R E E T G S T A 2+7 2.2 1 � � c�.i I _ ' f- " LOCATION PRIOR TO AND THE MAIN ENTRANCE TO WESTLAKE ACADEMY. � � INSTALL: INSTALL: , � i XI� �= Z CONSTRUCTION PC STA 5+00.58, 12.0 LT I I w Q � � EX 12" W� 2 - 6" CONDUITS (60 LF) 2 - 6" CONDUITS (60 LF) I II � O ELEVATION = 686.70 z " 2 - 4;; CONDUITS (60 LF) 15' PERMANENT SANITARY 2 -4;; CONDUITS (60 LF) � � I � � � � � � J � 1 - 2 CONDUIT (60 LF) SEWER FACILITY EASEMENT 1 - 2 CONDUIT (60 LF) PAV STA 4+75.19 12.0 LT i � � x I�. � BM NO. 2 X CUT IN THE CENTER OF A CURB INLET FOUND +/- 50 FEET _ � � TPIPE = 620.42 @ 0.0% BY SEPARATE INSTRUMENT TPIPE = 622.55 @ 0.0% CONST 10' STD CURB INLET NO. 3 � u" NORTHWEST OF THE SOUTHWEST CORNER OF HIGHWAY 114 U ' " � _ Q � � TC = 625.00 � �� I -II a EAST BOUND FRONTAGE ROAD BRIDGE OVER THE MAIN � ��, x �G -� � ��, F L = 6 1 9.3 1 S D-A 7 2 1"R C P � PC STA 5+17.78, 12.0' RT OUTFALL CREEK OF TURNER LAKE, AND +/- 15 FEET � i � �25' R � �� t,� � � r` ' I NORTHEAST OF A POWER POLE. a � /`1� / - ,PGQ� / � �Q: EX 8" SS LSD-A1 Q. 8" SS-1 � � � I � � , _ � X�. � ��S21" RCP ' S ..Q- o0 30'.R ELEVATION = 605.54 I � � I� -� - -� � �- �--SD-A 27" RCP- ---- -- -��--- ' 'SD-A 27" RCP=�--= ��- - - a STREET G ��-`-GQ _ 1+00 2+00 3+00 � 4+00 +00 �J - � � ' ' ' ' �� = STA 5+65.36 � � cn �,�� SD-A2 ------ N �---- � , '� .2�° RCP � ---- - � � -- �, � � � � � � LEGEND � � �� ' � STA 5+25.93, 13.13' RT \ � X. � - I x 5, R PAV STA 0+80.29, 12.0' RT -� - ------� ��-- ' S D-A6 � � � �� - � ti � � 30 R � �� II m �� - � I PROPOSED CONCRETE CONST 10 STD CURB INLET NO. 2 27 RCP � � v � � TC = 623.76 � 15' PERMANENT DRAINAGE \ I STREET G STA 4+38.90 � � FL = 613.39 SD-A4 FACILITY EASEMENT BY I �` II ' � � PAVEMENT � � � � 24" RCP SEPARATE INSTRUMENT INSTALL: � � � , . �I x. x � . STREET G STA 0+63.44 2 - 6" CONDUITS (60 LF) � � �� '� ' ' _ _ 60' PUBLIC ACCESS FACILITY 2 -4" CONDUITS (60 LF) � I X i� CS KINROSS LAKE PARKWAY LLC INSTALL: � STREET G STA 4+94.78 ' - II I� - EASEMENT BY SEPARATE 1 - 2" CONDUIT (60 LF) � PROPOSED TRACT 1 i , 1 - 24" CONDUIT (72 LF) INSTRUMENT o INSTALL: ' � STREET LIGHTS 69.337 AC � " � l , �" TPIPE = 619.60 @ 0.0% TPIPE = 621.73 @ 0.0/o � \ DC2016-64107 10 . 1 - 24 CONDUIT (60 LF) �I PAV STA 4+75.19, 12.0' RT TPIPE = 620.84 @ 0.0% I � II I PT STA 0+65.49 12.0' RT WESTLAKE RETAIL ASSOCIATES LTD CONST 10' STD CURB INLET NO. 4 '�I �� I I II 55.877 AC DC98-0118649 TC = 625.00 TYPE P-1 PERPENDICULAR FL = 616.52 CURB RAMP (TYP) /I PC STA 0+40.50 36.31' RT � � BEGIN PAVEMENT & CONNECT - TO EXISTING MATCH ELEVATION & SECTION 0 40 80 120 STRE ET G GRAPHIC SCALE IN FEET PROFILE SCALES: NOTE: � � � ALL ELEVATIONS ARE w w 1" = 40' HORZ. TOP OF CURB UNLESS z � 1" = 4' VERT. OTHERWISE NOTED o z � > � °� � i w a � z > w w � w Q > p � a M w U cvj M �j � a H .� �t � pp ao Q � cfl � I � Z W co � H � + � U II � � � Z II w � = N z W H � � w � p O H � �if7�`�" I.J� 630 � � � � m � J � FILL 95% STANDARD � � � w °� J � 630 {� ��p,�E��$F�-a8$ L T T C @ 0.6 7 % PROCTOR i ,� 5••' '9s $ & o�* �' �'• * 8 RT TC @ 1.93 °/a LT TC @ -0.70 °/a �* ' � `�*$� �....:........... ..8 ....o........... RT TC -0.88 % d TANYA N.WARBRITTON � @ �........ o � a ..........................� _ o PROCTOR @ �8�'0'• < o,.�'��°0 NG CL 8-o`•. 128028 , �� .20 0 _ -0.70% �88g�$pN��$��°' � � 01/19/2021 3.5� , PELOTON LAND SOLUTIONS , , 2,,, 4,,, 6„ 5.6� TEXAS FIRM N0.12207 CONDUIT 9.2� ' ' The seal appearing on this document was authorized b Tan a N. Warbritton, P.E. No. 128028. 620 24" ' 620 y y g �� CONDUIT Alteration of a sealed document without proper notification „ ., „ „ 13.7' , , to the responsible engineer is an offense under the CONDUIT 13.7' 21" RCP Texas Engineering Practice Act i i 8. ' � � REV. DATE REMARKS a d 21" RC � i � U � 0 0 W � $��SS � � � 610 $��SS � ' 61 o CTR WESTLAKE o � � � � � STRE ET G o N Q � N ¢ � + � `� + � ' PAVING PLAN & PROFILE � � Q � Q z a Q > Q (n CO � 00 (n N = � � O (n a0 � � � "' > N > N > N - N > N > N � TOWN OF WESTLAKE, TEXAS � � � � � � � � _ � � � � � , � � � 70.00' vc ' � � e=-0.17� � ��° PARKWAY,UOOD 50 0 � P E LOTO N K=36.84 I I I L A N D s o�u r i o N s FPHO EO817-562-33507 �� O � N 00 � 00 � � 00 TX FIRM NO 12207 0 0 N � N N N N N N N N N N Q 0 600 � � � � � � � � � � 600 DESIGNED: TNW DATE FILE SHEET = � Q+�� +�� 2+00 3+00 4+00 5+0� 6+0� DRAWN: TCG/BCD JAN 2021 � � CHECKED: KTW C401 � NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST , 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: , TEXAS 811 1-800-344-8377 � TOWN OF WESTLAKE 817-430-0941 ATMOS GAS 888-286-6700 TXU ELECTRIC DELIVERY 1-800-316-2135 CALL BEFORE YOU DIG CHARTER COMMUNICATIONS 1-800-344-8377 TRI-COUNTY ELECTRIC 1-800-431-1541 FOR OTHER FACILITIES 1-800-344-8377 PROJECT BENCHMARKS 15' PERMANENT DRAINAGE BM NO. 1 31#4 INCH ALUMINUM CAP STAMPED "TOWN OF WESTLAKE GPS 8" FACILITY EASEMENT BY FOUND IN A GRASS PLAYGROUND NEAR THE MAIN ENTRANCE TO SEPARATE INSTRUMENT WESTLAKE ACADEMY. BEING ± 116 FEET SOUTH OF A BUILDING, ± 110 FEET EAST OF A DOORWAY TO ANOTHER BUILDING, AND WESTLAKE RETAIL ASSOCIATES LTD I I WESTLAKE RETAIL ASSOCIATES LTD ± 305 FEET WEST OF THE INTERSECTION OF OTTINGER ROAD DC 880118649 I I I 55.877 AC AND THE MAIN ENTRANCE TO WESTLAKE ACADEMY. I 60' PUBLIC ACCESS FACILITY DC98-0118649 EASEMENT BY SEPARATE ELEVATION = 686.70 I/� I INSTRUMENT BM NO. 2 X CUT IN THE CENTER OF A CURB INLET FOUND +/- 50 FEET � I I NORTHWEST OF THE SOUTHWEST CORNER OF HIGHWAY 114 � EAST BOUND FRONTAGE ROAD BRIDGE OVER THE MAIN /� I I N�ORTHE ST O POWER POLEKE, AND +/- 15 FEET � � � WARNING!! � 40' PUBLIC UTILITY ESMT APPROXIMATE LOCATION � � I �� R PLR D C.T G 2908 EX 10' UTILITY ESMT ELEVATION = 605.54 OHE & UG UTILITY LINES PRC CURB I PRC CURB CONTRACTOR TO VERIFY I �� I LOCATION PRIOR TO 624.58 TC I W � I 624.62 TC ____- CONSTRUCTION N 7048678.27 W � N 7048658.54 _____------ � E 2361939.41 _��J _ � � E 2361910.08 _-------- L� � I PCC CURB PRC CURB Pcc cuRB LEGEND ++ 624.94 TC 625.50 TC 625.58 TC - � o N 7048653.87 N 7048501.50 N 7048443.94 / � E 2361886.68 ' E 2361686.46 �� - - E 2361603.77___--�---- ��-� _ x __� ��_ 30' R 2840' R 200' R i __--- ---��_ _ _X- -��J PROPOSED CONCRETE ��— ��7- �:� -- � -- --- � EX TxDOT ROW __ __� EX OHE --—-EX COMM- _ _ - ��-� � PAVEMENT - - , 30� R > � �_ - �=- - X -X- - - � _ EX 8" G �-��- - - --,� ��'�� - ��- —�—=__=_� .- =_— � SD-30F27 18" RCP � __-- ___ _ __ __._�_-�- �� —�EX24" RCP �— ---��_�-�— -� _--------'�- , � _ —_ ' � •— � � � PROPOSED _— � STREET LIGHTS ��'��_=== _ '—� � EX 24" RCP ---- X 18" RCP� EX 24" RCP �� _�5.� 300' R - - - � � � , � � � ��d-� .- � _ � �T�� . , ��°—'� - ; -�- � , . _ - , - , ��_�� _ , , ", , , _ ; � , \ � --�� •� Q . ' . N ��a - , ��'�� - ' - . , � �� w� I- ' , , _ ` , , ,� �___�_�Q,�_______�_____________ . , 1 _ ` , ' ' � � �'c�\� ' � � - o � a � � � Il SH - 170 EB FRONTA A PRc cuR6 GE ROAD � 625.53 TC PC CURB (A VARIABLE WIDTH R.O.W.) N 7048483.01 NOTE: 624.31 TC E 2361658.76 AN APPROVED PERMIT ISSUED BY TEXAS DEPARTMENT N 7048710.51 OF TRANSPORTATION (TxDOT) SHALL BE REQUIRED PRIOR E 2361952.23 TO ANY WORK PERFORMED WITH THE TxDOT RIGHT-OF-WAY. � ' V ' ' 0 40 80 120 GRAPHIC SCALE IN FEET � � REV. DATE REMARKS a d > a � U � 0 � o W �� P��o¢oFe�T CTR WESTLAKE N � 5�<<� F�"qs o STRE ET G � •�g � c go* U � *0 6°<• Q ��00000ssss��aeeoeeess�sss U TANYA N.WARBRITTON PAV I N G P LA N - D E C E L E RAT I O N LA N E � � �� 28�28 ��- '> Q �'O�c ��CENS��°`�� 0 � SS�ONAL"��G TOWN OF WESTLAKE, TEXAS � M � 01/19/2021 �� PELOTON LAND SOLUTIONS �� TEXAS FIRM N0.12207 i i i i i 9800 HILLWOOD � : P E LOTO N PARKWAY,SUITE 250 0 �� FORT WORTH,TX 76177 � The seal appearing on this document was authorized I�I�I �A N D s o�u r i o N s PHONE:817-562-3350 �� TX FIRM NO 12207 0 by Tanya N. Warbritton, P.E. No. 128028. � o Alteration of a sealed document without proper notification DESIGNED: TNW DATE FILE SHEET = c� to the responsible engineer is an offense under the m � DRAWN: TCG/BCD o � Texas Engineering Practice Act JAN 2021 C402 % � CHECKED: KTW � CURB RAMPS NOTES: GENERAL REQUIREMEN7S CUR6 RAMPS SHALL SE CflNS?RIJCTE❑ A5 PER 7HE R�QUIRE�IEN?5 AND SPECIFICA71aNS OF ?HE 7EXA5 60' PUBLIC ACCESS EASEMENT ACCE551BLITY STAIVDARDS AND TNE ADA & ABA ACC�S5IBILITY GL11��LINES FOR BUILDINGS AN❑ FACILITIES. {�EaERAL REGISTER� VflL. 89, N0. 141, FRI�AY, JULY 23, 2a04} LDCATIaN: I 17.5' PARKWAY 25, B_B 17.5' PARKWAY I CURB RAMPS 11N�ER THESE PF20VI510N5, SHA�L BE WHEREVER AN ACCESSIBLE ROl1TE CRfl+5SE5 A Cl1RB. 5 LDP�: � � SLOPES ON CURB RAMPS SHALL BE MEA5URE0 A5 FaLLOWS: [Y:}{ = VER7ICAL:HORIZON7AL;� "I2' LANE 12' LANE A} TRANSITIQNS FRQ�f RA�IPS Tq WALKS, GUTTERS, �R STREETS SHALL �E FLIJSH AND FREE pF ABRIJPT CHANGES. 8) MA?CINfUM SLOPES OF ADJOINING GUTTERS, RflAQ SURFACE IMMEDlATLEY AOJACENT TO THE CURB OR ACCESSISLE ROl1TE SFfALL NaT E]{CEEQ i:2o. PROFILE PROFILE C; THE LEAST PO551BLE SLOPE 5HALL 8E USED F�OR ANY RfIMP. THE MA?CIMLJM 5Ld�E OF A RAMP IN ELEVATION ELEVATION �, _ N�4V CON$TRLJCTIpiV SHALL BE 1:12. THf MAxIlNIJM RI$E FpR ANY RUN SHALL BE 34" (76fl A�M}. 6" H�� CONC @ 4000 PSI $�� CONC @ 4000 PSI 6" - - - C11R8 R.4�AP5 AN6 RAMPS TO 6E CONSTRUCTED ON �XISTING 51TES QR IN ExISTING BUIL�INGS OR I - FACILITI�S �AAY HAVE 5LOPE5 AND RI5E5 IF� SPACE LIMITA710N5 PROHfBIT THE U5E �F p I 2% TYP. 2%TYP. 1:12 SL�PE OR LESS. A5 FQLLOWS: �� STANDARD STANDARD �- 1. A SLOPE 6ETWEEN 1:1❑ ANd 1:12 15 ALLOWE❑ FOft A MF�CIMUM fi15E OF 6". - 6�� CURB 6�� CU - 2. A SLOPE BETWEEN 1:8 AND 1:10 IS ALLflWED FflR A HIAXIMUM OF 3" - •� • • 2°/a TYP. 2% TYP. 0� � FLARED SEpE A SLOPE STEEPER T�iAN 1:8 IS NOT ALL�WEO. I I-I I I-I I I- I - -•v�• �- - ��v� • -p•- •v� • p•- -•v• • - -� �• I -I I I-I I I-I I � �A�fP WIDTH: /��/•b.�.: . •d. .. . ' . •b : Q •. . . - •' � ' �'0� �'.. . . ; •� . . ,�.•D' •' � ' ' . •d.� : Q ' � •b. ,. . . � <' '',��`\�� _� THE MINIMUM WIp1H OF A CURB RAMP SHALL BE 36'° E?[CLl1SIVE OF FLARED 51�E5. I I I-I I I- _ r � � . "� ' ' � ' ` ` _ -I I I_I I I iY �� COMPACTED o � � ; o � ' o � ' � o �b o �' o ,�°' o`�, � °� ,o � o d, o ' , o 'o • � ' 'ti� o - SURFACE: �J � _ _ _ � 6� o d� � COMPACTED SIJRFACES flF CURB RA�APS. SHALL BE STABLE FIRM, ANp SLIP RESISTANT. SURFACE TEXTURES SHALL CdiJSlST QF I ACCEPTABLE I 4,� �' o � � � � � °� ' o � � ' I ACCEPTABLE I ! E?(PpSEd CRUSHE❑ STpNE AGGREGATE. R�UGHENED CdNCRETE, RUBBER, RAISE� ABRASIVE STRiPS, oR c�oavEs. NATIVE _I I = _ -� I I-I I I-I I-I I I_ I I I-I I I-�� ' '-' ' �-��i-I I-I I I=1 I I-I I I-I I I-I I I- _ = I I- NATIVE I 1A� ,y �. a ExTEN�ING THE FIJLL WIOTH AND ❑EPTH OF THE CURB RA�AP_ 5l1RFACES THAT ARE RAISE�, ETCH�D, OR � BACKFILL - BACKFILL FLARED 51�ES " " Q d' , GRaOVE❑ IN A wAY THAT w�ULa ALLQW wATER T� ACCUMUIJ+TE ARE PRflHIBITEO. F�R PUFtPd5E5 OF WARNING, � 12" 12" � . THE FULL WIpTH ANp DEPTH OF ClJRB RA�APS SHALL HAVE A LIGHT REFLECTIVE VALUE ANC TExTURE THAT 4 4a � 4 -1' q SIGNIFICANTLY C�NTRA5T5 WITH THAT a� A�JDINING PEDESTRIAN aouT�s. LONGITUDINAL NO. 3 BARS @ 18" 8" LIME STABILIZED SUBGRADE p d �q �. � SipES DF CURB RAMPs: CONSTRUCTION OCBW (MIN) 8% HYDRATED LIME � I� A CURB RA�AP IS LOCATEa V�HERE PE�ESTRIANS MlJST WALIC ACROSS THE RAMP, OR WH=RE IT 15 NOT JOINT ° � e . d . � PF20TECTED BY HANpRAIL5 OR CUARpRAIL5, fT 5HALL HAVE FLAf2E� SI[]E5. THE M�UCIMUM SLOPE ❑F THE FLAf2E STREET G SECTION 4" . o : . -0.• a • .� SHALL 8E 1:1 D (SEE FIG. 1 (A�} CURB RAi++IPS WITH RETURN�D CUR6S MAY BE IJSE� WHERE PEQESTRIANS a � W�ULa NOT WALK ACRdSS THE RAMP. (5�E FIG. 1 {B}) N T S . .y a 4 4 ° A BUILT-UP RAMPS: FlGLJRE 1 .� BUILT-LJP CURB RA�APS SHALL BE LOCATE� 50 THEY �0 NpT PROJECT INTO VEHICULAR TPAFFIC LANES PARKWAY ClJRS RAMPS Q ' �SEE F�G. 27 IF "X" IS LE55 THAN 48" Q85?RLJC71pN5: THEN THE S�OPE DF THE FI}1RED SIDE CJRB RAMPS SHALL �E LQCATE❑ OR PROT�CTED TQ PREVEN- THEIR OBSTRUCTION BY PAR�{EQ VEHICLES. SHALL NpT EXCEE� 1:12. L�CATION AT MAftKED CRd551NG5: �B� CURB RAMP5 AT MARISEO CRQ5SING5 5HALL BE WHOLLY CONTAINEd WITHIN THE MARKING5, E}(CLUDING ANY FLARED 51DE5. RETURN�D CURg pIAGONAL CURB RAMPS: ��,��'" IF ❑IAGONAL (DR CORNER TYPE� CUR6 RAMPS HAVE RETURNEQ CUR85 OR aTHER WELL DEFINEO E�GES, SUCH EOGES -y6��. 1``�� SHALL 8E PAaALLEL TD THE �I ECTI�N OF PEDESTRIAN FLDVM. THE BOTTO�A OF DIAGONAL ClJRB RAHIPS SHALL FiAVE � '•�, �� 4B" (122D MM} MINIMUM. IF DIAGONAL CURB RAMPS ARE PR��VI�Ea AT MARKE� CR0551NG5, THE 48" {1220 MNf) �1 CLEAR SPACE SHALL BE WITHIN THE MARKINGS. iF �IAGONAL CURB RAMPS HAVE FLAREO 510E5, THEY SHALL ALS� �O HAVE AT LE4ST A 24" [51� �AA�} LONG SEG�AENT OF S�RAIGHT CIJRB LdCATED �N EACH SIpE OF THE CUR$ RA�AP ANQ WITHIN THE MARI{ED CR0551NG. ANY RAISED ISL4ND5 Ih� CR0551NG5 SHALL 8E CUT THROUGH LEVEL WITH THE - STREET OR HAVE CURB RAMPS AT SQTH 510E5 AN❑ A LEVEL AREA AT LEAST 48" (122❑ MM} LONG BEf44EEN THE -M=-�. . �URB RAMPS IN THE PART ❑F THE 15LAND INTERSECTED BY TFkE CRpSSINGS. CONSTRUCTIpN {A.} THE CONTRACTOR SHALL SAwCUT, REMflVE AN� D15P05� �FF-SITE THE REQUIREO EX15TING CONCRETE 51DEwALK, CURB ANQ GUTTER, TO CONSTRUCT THE PROP05ED RAMPS. FIGl.1RE 2 {B.] CONCR£TE SI6EWALKS AND RA�APS SHALL BE �AINIA�UA� 4" THICK, 40a0 PSI, 5 SACK C�NCRETE, REINFORCE❑ BUILT-UP CL�RB RAMF' wrrH f�3 BARS AT 14" CENTERS BdTH WAYS, PLACEQ �VER A 2" THICIC SAN❑ CUSHIQN EMBEDA�ENT. (C.] THE CdNTRACTQR SHALL U5E 1" PREMOL�EQ ExPAN510N JdINT MATERIAL BETWEEN THE PROPDSE❑ 51QEWALKS AN� RAMPS AT THE BACK QF CURBS, ANd AT JpINTS AT Nd E](TRA PAY. (0.} ❑L1MMY JOINT REQUIREO E1rERY 4' IN 4' WIdE SIQEWALKS ANO EVERY 5' IN 6' WIQE SIOEWAL4(. NO�Ih Cl•nlr;3l T�•i.v�;:�•.:.•i. i:f{:D�Crnmen'S STNJOAR�SPEqF1CAnOH REFEREHC£ ST,tif�ARO SPEpFlCATIpN REFERENCE �U R B R A M P S - �U R B R A M P S North Central7c.�s Caiincil a�Gavcrnmenls - o�� sru�oMeo oR�rmc rro. -- 0 C T. '0 4 212 5 a �.� Sr.�o�°��,H�Ha. _-- �CT. '�4 2� Z5B s- 3�8" R 3" R p 1:3 BATTER = ^ � 1 1�2" R. �� o r -- �� 3" w w n . � �� ° ❑ • '�� .p p D � a� INTEGRAL �URg & GUTTER N.T.S. 6" 3�8� 'R 3� R __� MAXIMUM COh!If2A::f S�N JU]N 1 SF'AC;IAG p 1:3 BATTER = ^ . , 1 f�X R �� 3I�� R CONTRACTIOhd J01"JT gACK 0= Ci1R6 r � HALF-WAY BE7WEEN � � CDN7RAC110N ,301N-� 3" l . L � � o � e f� �f4 x 2�" SPa�CTF � DOJ�F_L 9AR5 � �$"0.::. D v fl. � 6" fi" 2'-6" I {Tl'P.) #3 aa�s � 18" I 'r�o�siku� ioN .arvi O.C.3.W, SEPARATE CLJRB & GUTTER � w.r.s. _ N J � REV. DATE REMARKS W J ��s: �� x 30.� m DEFOR�IE� a�Rs Q � 1. REiNF4RCEMENT SHALL BE H0. 4 BARS, � �8��°� U � �4 x :'.:." ❑�FC�nMEC r,� UNLESS OTHERWISE SPECIFIED. �n�s � �g�� a.c. N 6" 2. �flNCRETE SHALL BE CLASS "C" OR "PC". � o � � 3„ #4 9AR {TYP.) 3. "CF" IS fi" UNLESS OTFiERYNSE SPECIFIED. 0 � 4. ALL CUR85 ARE CONSTRUCTE� OF I I ��,C--- Q w ^ `~ gq��{ g;1z PORTLAN❑ CFMENT CONCRE7E UNLE55 CTR WESTLAKE _ � � ,� � 4 . e OTH!ERWISE SHOWN. J SA'aY'_'? DLA1�'.'r JOI�d` BACK OF CURB '(P'��°`OF`OT�'r M � c�`j 4 • � 5. GRApE SHALL BE MEASUREQ AT BACK CONs`�uCrpN J�iNT o . o � QF ��. .��c`` � ``9so. STREET G � � 0 .o a�. Q ��00000ssss��aeeoeeess�sss � TANYA N.WARBRITTON PAV I N G D ETAI LS �� #4 a�WEL AT 4' O.C. c'A° o `�� o Q PAVEMENT -oo�oefC��280 S8 Oo`6�� ' � GRDLITED I!V PLACE �SS�ONAL�c��G\ � � TOWN OF WESTLAKE, TEXAS � � D0INELE� CLJRB � o�i�si2o2� �� - N.r.s. - PAVEMENT STEEL REIiVF�RCING PELOTONLANDSOLUTIONS �' GENERAL LAY�UT TEXASFIRMN0.12207 `i"` p E LOTO N 9800 HILLWOOD � PARKWAY,SUITE 250 0 C�N C R E TE C U R B & G U TTE R Nor[n Crntral Tr�eti vminu �:��,��mE.�,, n►�� FORT WORTH,TX 76177 � _ �a� � The seal appearing on this document was authorized I�I�I �A N D s o�u r i o N s PHONE:817-562-3350 �� - TX FIRM NO 12207 0 �" o�,� s�„�,a„�u o�,,,,,,,G„0. by Tanya N. Warbritton, P.E. No. 128028. Q o INTEGRA�, SEPARATE, OC ��ELE� _ - OCT. �04 212� Alteration of a sealed documentwithout proper notification DESIGNED: TNW DATE FILE SHEET = c� to the responsible engineer is an offense under the m � DRAWN: TCG/BCD o � Texas Engineering Practice Act JAN 2021 C403 � � CHECKED: KTW � 1�SAVYED GRO�VE � �HOT PDUREO Rl1B8ER J�INT SEALJNG COMPflUNO 1' MIN. � FIRST POIJR SECON6 P�UR � � - a • 4 • • ❑ ❑� s . ❑ s p 0 �3 BARS OM 24" LAP BARS 3D DIA & T1E CTRS. BDTH WAYS [SEE N�TE} ��NSTRU�T�� J�lNT w5 x ��s r.;�:��:� :: F,,.r�s ccls-r:c-cn _�nr •��r � SILI(:UNt �oin i SEa,�:,v i ExPANSION JQINTS {$PACEO fip0 FT. ;�.+�_�_: nv� =��x�� „ � uxx z 2�' ��ccr� � -x�.at;Ch .^i�- �r-�f::." #3 =3a2� : 18" MAxIIAIJM• LdCATE AT STRUCTl1RES, =k5-Il� ��..•i=�lEftiT �'�8��C.�. t` � =(];e� �t "rl::. 70t4=L S��FO'�- 3ASK=' �8 7 .^,.C.7.7:. �.T.S. + #.'j Hr.Y� �`'?�8��f;..^..H.'le. 1-:i FJ(STY: �'� IN7ERSECll0iV5, P.C,.�s, p.T.�� •;=J=\- � � 5AY4Ep TRAVERSE CONTRACTION �3 BAR5 nN 24" SAWED GRDOVE f � �RCF'C5=3 '1 + —r�Kai•as_u �avt��Ftii I JOINTS C7R5. 80TH WAYS 1/2" WIDE VEFt11CAL SAW CUT HQT P�EJRE� RL188ER JOINT i r rnvtutr�r �� +� R,o.w. {5EE NOTE) 1/8" td 3/1fi" IMOE SEAUNG Ca�AP�UN� ! � 'Ya' �nin. — — — — — — H�T POURED ftUBBER � f � ,I ' CLEARA�CE� � ,� t1(:�-IV:; C[]UCfi�lt � PROVIpE JOIN7 SEALING CflHfPOUN❑ i°a1��1ENT � � �' :.xisriN�; c�vch=. r � JDIN7 l I � Y.1VENER�- 2�. U U f � N T 4 N � � '� i ► eani wArs � F � � ~ � T�� - _ ' r 1 ~ - � - � � i � �_� y� -yz —_ � _ _ — — F � a . • y y . �� p •O� a � � - �Y �J :. C— — — — — — — —— C=.7 a 'o • � o •a , . � " � j ` ¢ _ ,� - µ J � sAvu�o � � .. � - ' � ��h13UF'U�LJ ,�ioiNrnA�nar� u� KEYWAY J01N7 � � � — — — -- — — — — — — �3 BARS ON 24' � � �ti � � —�_��— � reRV��cn� (F4R PAVEMENT TNI{;�CNE55 ] 8�� crRs, eorH wArs �x,ST,h� —, � � � PR[7POSE❑ Sl IR;3M1i.= =FR r f � N.T.S. (SEE ND7E) s�ec��.�_ �e:n �r�icn�. Ron�•r.�a� � ::i:o� �s" r f kUAC;V�AY 1 f R.Q.W.J� — �X�S�I:[; MIV� � j flDWET nLEE�VE yR,�AP ...C�:JY SAWED CONTRACTI�N JOINT s �'4A�� , SFCLRE� I � I W.T.S. L•'Ah' S-:]f�� Mar�. SAWED TRAHSVERSE I I I ALTERNATE REINFDRCE�AE�fT CONTRACT1dN JOINTS I #4 BARS DN 30" CTRS. � BQTH WAYS. I I N�TES: � 1. SAWE6 T}7ANSVERSE CON�tACTiDN � � � � J6fNT5 SHALL gE SPACE�: 24" �'G 5MOO7H C10WEL 20' IN PAVEMEN7 � 8" 7HICK; 15' IN PAVEMENT [ S" THICK 16" OOVYEL GOATING � 2. REFER TQ TYF'ICAL PAVEMENT SPECIFIED SECTION FOR LONGITUDiNAL CR�H1V JOfNT SPACIiVG. HpT PD4RED RUB6ER JfliNT � �3/4"t 1 1/4" MIN. Ci�A3ANCE 5EALING COMPOUND 1'° MIN. � c� � � TRANSLUCENT �OWEL SLEEVE ~ - {CLOSE� EN� T4 FlT DOWEL & ' , • BE SECUREO} TO BE INSTALLED . a •, ' � � •, , o , z, �_� SPACING DIAGRAM FOR TRANSVERSE JDINTS M.T.S. REOW04d OR SYNTHE7IC �DVYE_ SUPPDRT 5HALL 6E DF A ExPAN510N JOINT FlLLER METHOn APPROVED BY ENGINEER EXPANSION J�INT [SPACE� fi0� FT. MAXI�AUM; LOCATE AT STRUC7L1RE5 AND A7 IN7ERSECTION P.C.'S & P.T.'S) N.T.S. REINF�RCED CDNCRETE PAVE�IENT �,,"`� ` �"�.� `°�"��,`�"P�°°,�°�. �'"°'��°�"n°""� r��u�cc�i,.un•.::.cvu�d�a�cme��mcros SiAN0AR0��"ilp�� - 3o3.s.4 REINF�RCED C�NCRET� PAVEMENl� — 30�.�.4. �E ��'�� C�NSTRUCTiON JOiNT �BETVIIEEN EXPANSiDN CDNSTRUCTIDN JOfNT � �,� �� J01 �TS ocr. '04 2oso TR AN S VERSE J�I I�T SP AC!N G ❑cT. 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Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering Practice Act � � N REV. DATE REMARKS W 0 a � U � � LDNGITUDINAL PAVING SEGTIC3N Q N � CTR WESTLAKE � � STRE ET G � 0 Q U PAVING DETAILS �� U > Q CONTRACTIC]N J�INT SAWE❑ ❑LJAJIMY JDINT � � � � TOWN OF WESTLAKE, TEXAS � M � O �,I � � �I � �� P E LOTO N 9800 HILLWOOD � PARKWAY,SUITE 250 0 �� FORT WORTH,TX 76177 �� I�III L A N D s o�u r i o N s PHONE:817-562-3350 � TX FIRM NO 12207 � 0 0 N i DATE FILE SHEET � o DESIGNED: TNW = N � DRAWN: TCG/BCD C404 � � JAN 2021 ; � CHECKED: KTW � v �i . � �,j- '. � �� QPO D. - � /// G* � � ��' NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST � � - , � /'j � � �� 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: � � / PG� , - �� " � �� _ � TEXAS 811 1-800-344-8377 � G�� O� � _ , D _ � , j�� . , � � TOWN OF WESTLAKE 817-430-0941 � � � , , � j ��j�� , ATMOS GAS 888-286-6700 ��'� . � � ��, /� �j� �� - TXU ELECTRIC DELIVERY 1-800-316-2135 O � � � / /� \ CALL BEFORE YOU DIG �� / , GQ /, /� � ��.�j � CHARTER COMMUNICATIONS 1-800-344-8377 `� ' 623.89 TP p�j� � G-I� ��/ �� T R I-C O U N T Y E L E C T R I C 1-8 0 0-4 3 1-1 5 4 1 WARNING!! CJC` MATCH EX �j � �.� �'� �� / �G �/ � j/ �i APPROXIMATE LOCATION M A T C H E X , �/%� G� � �� ' �' � F O R O T H E R F A C I L I T I E S 1-8 0 0-3 4 4-8 3 7 7 O H E & U G U T I L I T Y L I N E S 623.98 TP \ �/� � � p'C� �� P R O J E C T B E N C H M A R K S CONTRACTOR TO VERIFY MATCH EX � -/� / �� ,��,0 �' / LOCATION PRIOR TO j � �� ( BM NO. 1 31#4 INCH ALUMINUM CAP STAMPED "TOWN OF WESTLAKE GPS 8" CONSTRUCTION ' ' FOUND IN A GRASS PLAYGROUND NEAR THE MAIN ENTRANCE TO 624.08 TP D /� G � -' '� WESTLAKE ACADEMY. BEING ± 116 FEET SOUTH OF A BUILDING, MATCH EX �. /� �Zg � .� 623.81 TP �' � ± 110 FEET EAST OF A DOORWAY TO ANOTHER BUILDING, AND � � �MATCH EX � � ' ± 305 FEET WEST OF THE INTERSECTION OF OTTINGER ROAD � �� G � �� AND THE MAIN ENTRANCE TO WESTLAKE ACADEMY. O� / p �,��`pcAo' �624.80 TC �� _ 624.24 TP� D ' � % oo �� o ° 624.30 G �___ ELEVATION 686.70 MATCH EX _ . �o � �a o � �� `` �- � ° \ '� 624.54 TP �� BM NO. 2 X CUT IN THE CENTER OF A CURB INLET FOUND +/- 50 FEET 624.44 TP� �� , �, � /�' ��' ��-__ NORTHWEST OF THE SOUTHWEST CORNER OF HIGHWAY 114 REMOVE EX CURB INLET & MATCH EX '- „ j /� � --� \ � ----- EAST BOUND FRONTAGE ROAD BRIDGE OVER THE MAIN EX 18 00 ( / � \ \ � �� OUTFALL CREEK OF TURNER LAKE, AND +/- 15 FEET CONNECT TO EX 18" RCP _ RCP'� �° �'� �' � � NORTHEAST OF A POWER POLE. EX FL= 619.76 � �, �,� 624.94 TC 624.80 TC ' � � \ BEGIN 18" RCP � � � � ELEVATION = 605.54 N 7048600.57 , � , � '� �"�624.16 G 624.30 G � � � � E 2361795.79 / - � � � j/ �o �� PROP 18" RCP/�� / � �� s24.ss Tc � � o . 624.36 G � \s � I (�, � .8 /o , � � , � rn��'�g � 15 PERMANENT DRAINAGE ///// �� ' � c�'r FACILITY EASEMENT BY i' � G RAD I N G LEG EN D D � /_ �� ' 624.70 TC \ \ s SEPARATE INSTRUMENT /� `� �j / � �� 624.20 G o 6'r, `�'�� GQ ,�j�/ / � �� % �' oo s � �� \ ,gZ° �� - 665 - MAJOR CONTOUR � ' � �� '� � � � ° � � � MINOR CONTOUR 625.12 TP � � c� / / / � ' i �� \ � �' � � %� � \ MATCH EX �, i � � .r � � � � / ��. -------- LIMITS OF GRADING / �/ � r, � � � � CONST 10 CURB INLET & 6� o � � 626 05 TC - oo � � � �' CONNECT 18" RCP TO INLET '-' � o \ WESTLAKE RETAIL ASSOCIATES LTD - - - EXISTING CONTOUR , � ° ' �� ' `T C = 6 2 4.7 0 6•� �� 625.55 G 55.877 AC o � � , � � �� FL = 619.95 \\ \\\ \ DC98-0118649 �.00/o SLOPE / FLOW DIRECTION � , , . // � � cv �' N 7048590.96 � 626.14 TC - � " . . ��/ ��' � � �� _�E 2361802.98 �� `�"� 625.64 G � � PROPOSED CONCRETE r- \\ \ � � � ", �/ / � �' 625.50 TC �� + , � � � XXX.XX TOP OF CURB ELEVATION % �� 625.00 G � � - ` // �� \ \ ��.••' \ XXX.XX GUTTER ELEVATION �i� � �� \ � � �•' � � 625.87 TC � //� � � s'� � 626.05 TC 625.37 G / � � `� � � � � TPX.XX ELEVATION j /' � � � 625.55 G \ �` \ � //� �,�� \�, \ � � � //� XXX.XX FLOWLINE - G � � 626.14 TC � � FL ELEVATION � , i� 625.64 G � � � � � cv /� / 625.48 TP � ,' � � ��'� v ,( � / // � PROP STORM INLET � �.MATCH EX �� '\ � � -- \ � � � // / � i � �� ri � / / ,� i � �� ' �� 625.87 TC 6�� \\ � // // i� i 625.37 G cs � ��\ � � //� / , � � � ' WESTLAKE RETAIL ASSOCIATES LTD � � ,� � (�j � � / / NOTE: I 55.877 AC o �� / / / AN APPROVED PERMIT ISSUED BY TEXAS DEPARTMENT DC98-0118649 sc�� o , � 60' PUBLIC ACCESS FACILITY � OF TRANSPORTATION (TxDOT) SHALL BE REQUIRED PRIOR ��E A S E M E N T B Y S E P A R A T E -� � T O A N Y W O R K P E R F O R M E D W I T H T H E T x D O T R I G H T-O F-W A Y. � � ��°V� � INSTRUMENT /� � � � / 6'� �� o� �. �� , � �/ �G � \ \ s , i � �� 1 � � � � \ �i �i �� , , . ��\ � \ � � � �i �� - o , � � \ � - - - . � ,�,�:i � � � � - � � � \ � 623.62 TC �� \�� `� /� �� 623.12 G . � � �� , f• �� 620.80 TOP / � � � , � � , � � �j� . N= � i i� 619.80 THROAT � � � �� 622.84 TC � � � � C � � // � � � j` 622.34 G - � , � . � �� y i�� , � v''. � � / 623.62 TC ,, � i MATCH EX �. / � �i , , o ' � - � � � / 623.12 G\ .•• � � � �� /i� �' . 'XS� ` �/ � \ o `9�0 � � f / '�' - ' � � �� o ti � � - �� / 623.29 TC i 6'so � 622.65 TP �M �� ///. ; . ��SS �j,�� /� � � 6 3 9 G � �ATCH EX „ � /� � �� ; �� MATCH EX , � , // � , o , �� ; � � / o�, �622.96 T�� / , .� � �Sg �� %�� . � ///� /�j�j % � �� N I � / // ' � , . , f. MATCH EX� � �� / � � � � ' / ' � � � � ' % i i � � /� �� ,� ' /� �� % i� � ,� � � /�� , - � �-� � , ��' , ' :�c�S� � i i � i i � / / �//��'�' ; � ,, � � �' � � '�j�� j�ji j��/�/i��i 0 40 80 120 � � � ` � / ��- �- � , � � �� ,' / ��%�%%� // ��i � / / ��2g ' � �Sc' - ' .� � �� /�/� ��/ �� - � / �� i � / = , t � , , �� /� /�/� /// //�/ ___- GRAPHIC SCALE IN FEET Q / � � - � � ,� , ' � , � '� �� /r�� / /� REV. DATE REMARKS a , �� 1, '� � p, o ,.�5 , , ,, ' _� ,�' � � � �� --�// �� Q , i oti� � , � �� , , ' =-� �,- � � �� 1� �-�� / � � � . � �� '�� P' '� �� , - �� ,-�' � �� --��// � / � � , , . / � � ' G�` , ,�ti�5 . �.-� -' / / � \� �-� / � / o � � � - � / /� 5 �% o ' � �� / / � ��-� // �'�-- CJ�' � � � , �o � , , � o . � , , ,� ,;,� , � � � �P��o¢oFe�TF�9 CTR WESTLAKE o � , , . , � � , � ,�� / � � 5�<<� �s . , . � � :a,� - . /�� -�-� � .�e sa. STREET G o : , � aa - ,, ,,,�� .�� ss. Q U � , � ; � / , � � �. i CS KINROSS LAKE PARKWAY LLC eTANYAN�WARBRITTON - . , __624� ' , , ' TRACT1 GRADING PLAN � �/ - 0 . � ' 69.337 AC -o s� 128028 ��- � Q � � / � , �-'S� � � �' DC2016-64107 ��'O�c ��CENS��°`��'� o o ,� �, �, - , �,�� ,�' � r, SS�ONAL"��G TOWN OF WESTLAKE, TEXAS � � � ,, , �, � �� , �� ' 01/19/2021 �� g � / i"' 9800 HILLWOOD � PELOTON LAND SOLUTIONS �� / TEXAS FIRM N0.12207 ;�;;= c /� � P E LOTO N ,.,, PARKWAY,SUITE 250 0 / /� •�I� LAND so�urioNs FPHO EO817-562-33507 �� The seal appearing on this document was authorized � � � / TX FIRM NO 12207 0 - by Tanya N. Warbritton, P.E. No. 128028. � o Alteration of a sealed document without proper notification DESIGNED: TNW DATE FILE SHEET = c� to the responsible engineer is an offense under the m � DRAWN: TCG/BCD o � Texas Engineering Practice Act JAN 2021 C501 % � CHECKED: KTW � NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: NOTE: � TEXAS 811 1-800-344-8377 AN APPROVED PERMIT ISSUED BY TEXAS DEPARTMENT OF TRANSPORTATION (TxDOT) SHALL BE REQUIRED PRIOR , � TOWN OF WESTLAKE 817-430-0941 TO ANY WORK PERFORMED WITH THE TxDOT RIGHT-OF-WAY. ATMOS GAS 888-286-6700 WARN I N G!! TXU ELECTRIC DELIVERY 1-800-316-2135 CALL BEFORE YOU DIG APPROXIMATE LOCATION CHARTER COMMUNICATIONS 1-800-344-8377 OHE & UG UTILITY LINES CONTRACTOR TO VERIFY TRI-COUNTY ELECTRIC 1-800-431-1541 WESTLAKE RETAIL ASSOCIATES LTD LOCATION PRIOR TO FOR OTHER FACILITIES 1-800-344-8377 55.877 AC CONSTRUCTION ^ � � DC98-0118649 = � � � PROJECT BENCHMARKS = m SD-A STA 15+72.59 ►� X D � BM NO. 1 31#4 INCH ALUMINUM CAP STAMPED "TOWN OF WESTLAKE GPS 8" X � � � SANITARY SEWER m � � FOUND IN A GRASS PLAYGROUND NEAR THE MAIN ENTRANCE TO ��I � ' � ' . ' � � - N , � p , ` � � \ CROSSING SD-A STA 16+17.59 = � � � � !� � WESTLAKE ACADEMY. BEING ± 116 FEET SOUTH OF A BUILDING, O co> 15 PERMANENT SD-A STA 13+52.59 � / � � 1I � D m ± 110 FEET EAST OF A DOORWAY TO ANOTHER BUILDING, AND � �� >� ,-�� . � ,N 7048531.58 SD-A6 STA 0+00.00 x x �_� � SANITARY SEWER SANITARY SEWER CROSSING E 2362015.07 �� ± 305 FEET WEST OF THE INTERSECTION OF OTTINGER ROAD �i � � � - FACILITY EASEMENT N 7048339.93 � _ 27 x 27 x 45 WYE � O ; I� . � " r AND THE MAIN ENTRANCE TO WESTLAKE ACADEMY. n �� D � � , , BY SEPARATE i I ,_ E 2362123.12 ` SD-A STA 14+97.59 = N 7048570.78 � �� II � ' , m � - cn INSTRUMENT � � - E 2361992.98�� p I� � � -� .� - � SD-A5 STA 0+00.00 �j ELEVATION - 686.70 � � � � . � I � � SD-A STA 14+27.59 = 27" x 21° x 45° WYE � i � �� X " ` � Z ' � I � / SD-A4 STA 0+00.00 N 7048466.24 I � " iv � � z BM NO. 2 X CUT IN THE CENTER OF A CURB INLET FOUND +/- 50 FEET ' �� * � -I NORTHWEST OF THE SOUTHWEST CORNER OF HIGHWAY 114 1� � o � , �� . - ' � I I , ' 27" x 24" x 45° WYE E 23�62051.91- - / I - . � -I ^�'�� '- � � x � D � � GQ � � � E 2�62086.29 'GQ cn � � � � I I�� D E A S T B O U N D F R O N T A G E R O A D B R I D G E O V E R T H E M A I N OUTFALL CREEK OF TURNER LAKE, AND +/- 15 FEET �r � - � ' � � SD-A1 I �- - I ,Q- � � '� - � m NORTHEAST OF A POWER POLE. �WD� � - � �. � _ „ �,;� � � �' � �. �_ _� i�� I I . ----- ------- - -- - - � , � ��m II� x., - . X 2 1 R C P �i �� , -- c � / i h� / i S D-A 7 2 1" R C P � , � �7 ELEVATION = 605.54 �D�� i �- - EX 27" ,P SS � SS P . S I � \ I i r, ' C �� j . � � . �C�LASS III RCP - _ � ��Q � - �--8�� SS-1--- ----- __ - c�� ---� �--� -- � � - SD-A 27�� _ a C O � � � - � �---� _ - - - - - - - - - - - - � , j� `_' 0 D i �n � X ; � - - + --SD-A 27" - -��- �-- - -1� ,- SD-A 27" �-� _ CLASS I I I RCP � ��- � � � - `� � � � - - ; CLASS III RCP � � STREET G CLASS III RCP �� 'i i I � � ' . � � _ � �� SD-A4 --�--- - --I��--- � - I � I� n . � , , -S�D A2 � -24" RCP � � � � � -� I I � , C I I 21 RCP � - � , D � I � � , � �� SD-A6 27" RCP � - � '� � � �� a , , , �� 60 PUBLIC ACCESS FACILITY 15' PERMANENT DRAINAGE STREET G ! I I . II EX 27 RCP STA 12+72.59= i � I I � �� EASEMENT BY SEPARATE FACILITY EASEMENT �� STA 4+75.19 12.5' RT � SD-A STA 12+72.59 z � I I SD-A STA 13+02.59 = INSTRUMENT BY SEPARATE INSTRUMENT I CONST 10' STD CURB INLET#4 & REMOVE CAP & CONNECT I SD-A3 STA 0+00.00 � � CONNECT 27" RCP TO INLET ` TO EX 27" RCP� �I " ' I I � 27" x 21° x 45° WYE SD-A STA 16+64.28 = � TC - 625.00 � ' BEGIN 27" RCP � � " �� N 7048296.37 SD�A7 STA 0�+00.00 � FL = 616.52 I� �G� � �� CONST CONC COLLAR � I 27 x 21 x 45 WYE I �, N 7048270.24�11 � � I E 2362147.67 WESTLAKE RETAIL ASSOCIATES LTD N 7048611.45 �� E ?�68963.34 �I �" E 2362162.41 �><- 55.877 AC E 2361970.05 I I 'I � I I' � � I cn III _ �� I � DC98-0118649 I � SD-A STA 12+77.59 = SD-A STA 16+78.32 SD-A1 STA 0+00.00 INSTALL 27" x 45° BEND SD-A STA 16+86.07 27" x 21" x 45° WYE N 7048623.68 END 27" RCP & CONNECT /� N 7048274.60 E 2361963.16 TO INLET � E 2362159.95 N 7048631.14 �- SD-A STA 12+85.78 = E 2361965.24 SD�A2 STA Oo 00.00 0 40 80 120 27 x 21 x 45 WYE N 7048281.73 /� E 2362155.93 S�-/'1 GRAPHIC SCALE IN FEET PROFILE SCALES: NOTE: 1" - 40' HORZ. ALL ELEVATIONS ARE � - TOP OF CURB UNLESS � U � � � } } � } z 1" = 4' VERT. OTHERWISE NOTED N - II � II � II � II � II � II � II � II m II � 6� (O f� CO 6� 6� 6� 6� 00 t� � O + O X O X O X O X O X O X O X � � X ti o = � o = N o = ti o = ti o = ti o = � o = c� U � Q t + N t + N t + N t + N t + N t + N t + N t � t � � U � O X � O X � O X � O X � O X � O X � O X � �- � Q ti Q ti Q ti Q ti Q ti Q � Q � Q � Q � U � � � N � � N � � N � � N � � N � � N � � N � _ � O � � Z z (� N (� M (� � C� � C� � (� ti C� N (� � '"�� I�rf� Q (n Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q II 630 � wom o00 000 000 000 000 000 000 owo � 630 � ��$�� P.�E OF TF�-�s$$8 c� .• °`. °°*r` `°*g� . . �*� :.*�� ...................o........ � PROP GRADE d TANYA N.WARBRITTON � NG CL �.................................� @ C� @ CL 8�8�; 128028 :�� gB�cS;s�C E NSEO G\�m m �- - - _-� ��/SN�m 'm�`�cn �- � - 01/19/2021 PELOTON LAND SOLUTIONS _______ _r TEXAS FIRM N0.12207 ---- ---------------- -- � ' ' The seal appearing on this document was authorized 62Q „ „ „ 100 YR HGL 62� by Tanya N. Warbritton, P.E. No. 128028. Alteration of a sealed document without proper notification „ CONDUIT 2•1� to the responsible engineer is an offense under the 4.5' Texas Engineering Practice Act 4.2' 2 7� 27" CLASS II N R � REV. DATE REMARKS � 27" CLASS III Q100 = 0.75 cfs � o RCP � ° 3.0' V = 0.19 fps � . � 0 0 � � Q 100 = 14.8 cfs Q 100 = 12.75 cfs 8"SS Q 100 = 1.41 cfs � w CTR WESTLAKE � _ - . - . - . _ � 610 Sf= 0.0045 8"SS V = 3.72 fps V = 3.21 fps V = 0.35 fps 610 � STRE ET G � V = 5.25 fps � U � Q Q100 = 20.19 cfs 100 = 19.51 cfs Q100 = 18.95 fs STORM DRAIN PLAN & PROFILE � .� S D-A > � V = 5.08fps V = 4.91 f s V = 4.77f �, 0 Q � � � o N M � � � � M M � M � M M o � � TOWN OF WESTLAKE, TEXAS � � � � N j� N N N N N N M � � � � �S") CD CO CO �� II� U II II II II II II II II II II II II II II II �I U � U U U U U U U U U U U U U U U �!��'_, 9800 HILLWOOD � � P E LOTO N PARKWAY,SUITE 250 0 �� FORT WORTH,TX 76177 � N I�III L A N D s o�u r i o N s PHONE:817-562-3350 �� lf� � - - � - - � � � - - � ti X j� - j` � j` � � CD f� � � I� � CD � CO j` j` � f� - j` TX FIRM NO 12207 0 0 N J J J J J J J J � � J J r J J r r r J J � J J J Q N 6OO � � � � � � � � co co � �- c� � � c� cfl cfl � � cfl � � � COO DATE FILE SHEET � o DESIGNED: TNW = � �2+�� 13+00 14+00 15+00 16+00 DRAWN: TCG/BCD JAN 2021 � � CHECKED: KTW C601 � SD-A2 STA 0+22.62 �� END 21" RCP & CONNECT \Q-�� NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST TO INLET � ��5 �j� ,` 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: N 7048274.83 Q' Q- J Q� E 2362137.33 ��,�� '� , TEXAS 811 1-800-344-8377 � � � � � J � � TOWN OF WESTLAKE 817-430-0941 STREET G Q-�'V,�� STA 0+80.29 12.0' RT �` Q' Q- � � � 15' PERMANENT SANITARY ATMOS GAS 888-286-6700 � � �- � � � SEWER FACILITY EASEMENT SD-A1 STA 0+19.80 CONST 10' STD CURB INLET#1 & Q��QQ' Q-�Q-�� SD-A1 STA 0+19.80 BY SEPARATE INSTRUMENT TXU ELECTRIC DELIVERY 1-800-316-2135 SANITARY SEWER CONNECT 21" RCP TO INLET v h S� � �.��Q' SANITARY SEWER CALL BEFORE YOU DIG � � �i � �"� � CHARTER COMMUNICATIONS 1-800-344-8377 CROSSING TC = 623.76 �Q-�p c.� .� Q�tiV QQ- WESTLAKE RETAIL CROSSING N 7048274.76 FL = 614.49 <v� � � ,�h G�� N 7048301.70 ��. ASSOCIATES LTD TRI-COUNTY ELECTRIC 1-800-431-1541 E 2362143.79 N 7048277.69 ��G�O� �P-� E 2362128.60 9cS' �'� 55.877 AC E 2362136.29 �'�,��,�v �'�� DC98-0118649 FOR OTHER FACILITIES 1-800-344-8377 Q-.�^ ,� � ^ , O�,ssc,�� ; PROJECT BENCHMARKS � - �,��o�� ,� ��, � �� _�� ' � � , � , , � � �'�, v ��C/ , ,��-,�a � ��. � - , o,,y s�� 6��` � �� °� 15' PERMANE� � � �� / �6'� �� BM NO. 1 31#4 INCH ALUMINUM CAP STAMPED "TOWN OF WESTLAKE GPS 8" SD-A1 �/ � , s� / �� \ �� G�o� � - / 9 60 PUBLIC ACCESS FACILITY � , FOUND IN A GRASS PLAYGROUND NEAR THE MAIN ENTRANCE TO 2'I CLASS III �`� / , ��^Q'� WATER FACILITY � EASEMENT BY SEPARATE � i � � Gj � Q Q'��^ �. EASEMENT BY . � WESTLAKE ACADEMY. BEING ± 116 FEET SOUTH OF A BUILDING, vV q� o � � INSTRUMENT � ± 110 FEET EAST OF A DOORWAY TO ANOTHER BUILDING, AND �� RCP p`� 60' PUBLIC ACC i p�V / �O�•� SEPARATE INSTRUMENT / � SD-A3 STA 0+81.43 / � 5G' + �, � � 'I�� FACILITY EASEMENT ��: � �ti��; � � ``�°� ��`�'�' I � INSTALL: � �' ' �' 15' PERMANENT 305 FEET WEST OF THE INTERSECTION OF OTTINGER ROAD \ � o ' � ,� BY SEPARATE �� `�' �U'�' �� F� � � � / � 21" x 45° BEND / // . ��"� " DRAINAGE AND THE MAIN ENTRANCE TO WESTLAKE ACADEMY. �^, �1�' ' � �� INSTRUMENT � � + � � � � N 7048318.26 � �/ FACILITY EASEMENT ELEVATION = 686.70 SD-A1 STA 0+00.00 = ' r' �� '� � � ��-' � � SD-A STA 12+77.59 > �_� � � � � SD-A2 STA 0+00.00 = � • � � �STREET � �c� � � � �/ E 2362069.24 �� G / � / NSTRUMENTE BM NO. 2 X CUT IN THE CENTER OF A CURB INLET FOUND +/- 50 FEET B E G I N 2 1" R C P �n � �N��, S D-A S T A,1 2+8 5.7 8 � � � S T A 0+8 0.2 9, 1 2.0 L T /j '� � �� / ,� + �!,�(i� °� /� / NORTHWEST OF THE SOUTHWEST CORNER OF HIGHWAY 114 '�' �' �` B E G I N 2 1 R C P � � � � s S D-A 3 S T A 0 8 9.4 3 � � ' SD-A4 EAST BOUND FRONTAGE ROAD BRIDGE OVER THE MAIN N 7048274.60 O O� � ` N T 1 0 T D U R B I N L E T 2 & �� „ `C/ � `L / v cs` � \SD-A3 21 END 21 RCP E 2362159.95 �� ' � � _ ��s`C�� N 7048281.73 � \ �/ � CONNECT 21" RCP TO INLET �� __ , � '�� -P � �� OUTFALL CREEK OF TURNER LAKE, AND +/- 15 FEET � �,'��.�j,�` E 2362155.93 r'��' � TC - 623.76 � `CLASS III RCP �CONST STD 4 SQ DROP INLET#6 / GJ � c�0 / 24 CLASS III NORTHEAST OF A POWER POLE. �P o -' -4 � - -- � X - TOP - 620.80 �� 5�' ! - � RCP � (�� 9��'��j, �� FL = 616.32 SD-A2 � � � -- �� ' P. � � , � � � �, THROAT = 619.80 � / � ELEVATION = 605.54 `� >,-9� .o N 7048277.69 , � / /� � � � � � � i / � 21 RCP O, � / N 7048326.97 , �'j`` �� / c9 �< , ;' /� , � E 2362136.29 s � � � �� E 2362064.33 / 5 �r`�`� S � � ,�p � \ \ 15' PERMANENT WATER . � 1 ��\� , � �� y � � �5 �.�' � � � �� FACILITY EASEMENT Q i � SD-A2 STA 0+06.24 I / \ � � \ � \ 9 ' � / WESTLAKE RETAIL �� , � cP;. � BY SEPARATE :� � ��G. � �� '�o � � ' � � END 21 RCP & CONNECT � � � � � � � � ASSOCIATES LTD �(�j O N�' � � � INSTRUMENT ! ' � / � �.� \\ � �' \ 60 PUBLIC ACCESS ,� Q � 55.877 AC \�y y cf; � � � � �. ��J TO INLET / / _ � \ �� , \ FACILITY EASEMENT /`L �.-�' � DC98-0118649 /� � \ � S � � N 7048287.10 SD-A3 STA 0 00.00 / � � ,Q� �� / r',, � �� - _ - � � S \ BY SEPARATE � / �� / ��v�Lj E 2362159.11 SD-A STA� 0+02.59 / � �\�� S',�, �INSTRUMENT 5�5� � � � �� _ � BEGIN 21 RCP ��; �� ` G�' � � END 24" CP+32.44 / �/ ,�� -o\� � � <<, � � G�`\ \ , SD-A2 _ N 7048296.37�� WESTLAKE RETAIL �,, > � S��\ / ,�Q�O � � � �, � � 21 CLASS E 2362147.67 ASSOCIATES LTD � t�, � N 7048436.51 � � \ � �� \ 15' PERMANENT DRAINAGE � � �' 15' PERMANENT DRAINAGE � � � J / 55.877 AC \ � � \ � 5 E 2362095.01 FACILITY EASEMENT ,�-, I I I RCP DC98-0118649 �FACILITY EASEMENT ��Q.G�D��' BY SEPARATE INSTRUMENT � V � � � � �� . A I i� BY SEPARATE INSTRUMENT ��G��'1�,�'��' SD-A4 STA 0+00.00 = � � � � � � � 5��' � SD-A STA 14+27.59 60' PUBLIC ACCESS FACILITY � 15' PERMANENT SANITARY �� P� G�'� BEGIN 24" RCP EASEMENT BY SEPARATE SEWER FACILITY EASEMENT I � �` N 7048405.26 INSTRUMENT N , �j BY SEPARATE INSTRUMENT N \ � E 2362086.29 15' PERMANENT SANITARY \� � SEWER FACILITY EASEMENT BY SEPARATE INSTRUMENT 0 40 80 120 S D-A� S D-A2 S D-A3 S D-A4 GRAPHIC SCALE IN FEET PROFILE SCALES: � 1" = 40' HORZ. H H J J J - �" = 4' VERT. z z � o ii � ii � n � n Q z rn r� rn � rn U o co U o cy U o � � o o � � � O ~ N O � CO O N O� (n DO O ~ N Z X + + U + � + + U + � + + U + � � + + U + w o � o a o � o a o � o o- � o � o a ~ IQ- � ~ � (� C�'j ~ � � ~ � (� C+'j H � � H � (n � H � � � � � Z N (n � N Z N N (n � M Z M N (n II � Z � N LL � C ] •�� Q Q Q II Q Q Q II Q Q Q � Q Q Q ooW ozo � oow ozo � oow ozo = oow ozo 630 ��`�EOF ��a 630 � � m � w � � � � m � w � � � � m � w � � � � m �, w ,� � iAriprJ�'rr ��$ �S�P�� Fxqs$8� c�r .• °•. °°*r` `°*g$ . . �*� :.*�� ............... d TANYA N.WARBRITTON � �<<<....................<<........rp NG CL 8,o`•. 128028 ,:�� PROP GRADE CL 8�8'°•S � �`m PROP GRADE �8 �S��O ENSE�G��m � �$$S��4'`hcn @ CL PROP GRADE 01/19/2021 PELOTON LAND SOLUTIONS TEXAS FIRM N0.12207 NG @ CL NG CL ------------ y The seal appearing on this document was authorized 620 62� by Tanya N. Warbritton, P.E. No. 128028. 100 YR HGL 100 YR HGL 100 YR HGL Alteration of a sealed document without proper notification 100 YR HGL to the responsible engineer is an offense under the Texas Engineering Practice Act � N N REV. DATE REMARKS � 21" CLASS III � � RCP • � � � 0 � 3.7' o �� o ? � „ 0 2.2' RCP @ 0.50% CTR WESTLAKE _ � 610 ,. RCP @ 10.0 /o s��ss 610 � STRE ET G � Q100 = 0.92 cfs Q100 = 4.96 cfs o �oo = o.s3 �fs - � - � STORM DRAIN PLAN & PROFILE � Sf= 0.000 V = 0.38 f s V = 1.58 f s V = 0.34 fps V = 0.35 fps SD-A1 SD-A2 SD-A3 & SD-A4 > � o Q o � � � M � � � � M � � � M N TOWN OF WESTLAKE, TEXAS � � 0 N N � N N M N N M � M � w,� � � � � � � � � � � � � � � II II II II II II II II II II II II I U U U U U U U U U U U U � ��`• 9800 HILLWOOD ? � � P E LOTO N PARKWAY,SUITE 250 0 �� FORT WORTH,TX 76177 �� _ I�III L A N D s o�u r i o N s PHONE:817-562-3350 � � j` ' � ti ' � ti ' � ti � TX FIRM NO 12207 0 0 N J J J J J J J J J J J J Q N 6OO � � � � �- � � �- � � � � 6OO DATE FILE SHEET � o DESIGNED: TNW = � O+OO O+OO O+OO O+OO DRAWN: TCG/BCD JAN 2021 � � CHECKED: KTW C6OZ � NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST , 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: , TEXAS 811 1-800-344-8377 � TOWN OF WESTLAKE 817-430-0941 ATMOS GAS 888-286-6700 SD-A5 STA 0+19.80 SANITARY SEWER TXU ELECTRIC DELIVERY 1-800-316-2135 CALL BEFORE YOU DIG CROSSING �2� CHARTER COMMUNICATIONS 1-800-344-8377 N 7048489.98 �S�,S'�� TRI-COUNTY ELECTRIC 1-800-431-1541 E 2362022.45 � �,OCy� WESTLAKE RETAIL C' s / �` FOR OTHER FACILITIES 1-800-344-8377 9 cP'9�• ASSOCIATES LTD SD-A5 STA 0+00.00 - �p��s�`�, SD-A6 STA 0+00.00 = SD-A STA 15+18.73 � C � '9i SD-A5 STA 0+52.40 SD-A STA 16+02.59 55.877 AC BEGIN 21" RCP �6sr �� END 21" RCP B E G I N 2 7" R C P DC98-0118649 PROJECT BENCHMARKS 9 N 7048557.71 SD-A7 STA 0+27.61 N 7048484.66 N 7048480.32 E 2362000.34 END 21" RCP & CONNECT BM NO. 1 31#4 INCH ALUMINUM CAP STAMPED "TOWN OF WESTLAKE GPS 8" E 2362041.53 E 2362001.45 15' PERMANENT DRAINAGE TO INLET FOUND IN A GRASS PLAYGROUND NEAR THE MAIN ENTRANCE TO �� FACILITY EASEMENT BY SO N 7048618.87 WESTLAKE ACADEMY. BEING ± 116 FEET SOUTH OF A BUILDING, � �\ \ � t�,'�P�O � �' SEPARATE INSTRUMENT � � �"9 \ ' E 2361943.46 ± 110 FEET EAST OF A DOORWAY TO ANOTHER BUILDING, AND 1 Q- �. I i � X ��, ± 305 FEET WEST OF THE INTERSECTION OF OTTINGER ROAD �� li,��PG�� I I � �� p .A� s�� AND THE MAIN ENTRANCE TO WESTLAKE ACADEMY. I S �,P�P� q� �� .o � � � STREET G 15' PERMANENT DRAINAGE I \�'�'y . g�p�'�b�p'�^ � , � �� S�D-A6 � \ � STA 4+75.19, 12.5' LT ELEVATION = 686.70 FACILITY EASEMENT BY \ � � ��' `p�� \ � I ��'S��" � � � � 27 RCP� I \ \ ��.\ � CONST 10' STD CURB � \ '�� Y�S' � P p�' � ,L `/ � � �� , ` � � (>j INLET#3 & CONNECT 21" BM NO. 2 X CUT IN THE CENTER OF A CURB INLET FOUND +/- 50 FEET SEPARATE INSTRUMENT � I � �� / , / 15 PERMANENT DRAINAGE �- �� NORTHWEST OF THE SOUTHWEST CORNER OF HIGHWAY 114 � � � / RCP TO INLET � � \� \ 60 PUBLIC ACCESS FACILITY / i SD-A6 FACILITY EASEMENT BY EAST BOUND FRONTAGE ROAD BRIDGE OVER THE MAIN \ � - EASEMENT BY SEPARATE , / � -27" CLASS I I I SEPARATE INSTRUMENT � � � _ �� TC = 625.00 OUTFALL CREEK OF TURNER LAKE, AND +/- 15 FEET � �x - � INSTRUMENT � GQ _ � � _ FL = 619.31 NORTHEAST OF A POWER POLE. /� ,Q- RCP WESTLAKE RETAIL \ � � ,� N 7048621.73 � �s� � � � � SD-A5 � 'C , �- ASSOCIATES LTD / �� E ?361942.42 ELEVATION = 605.54 �sss�. � ��`��sa, `21" C LAS S I I I � s \ ,P�" X99 / 55.877 AC � � , x / � RCP � g '� // DC98-0118649 \ � �p� �S�-A7 p�9 \ � \ ��9 >� � � O �C�S�9�� '�. �5 60' PUBLIC ACCESS FACILITY ;� / � ' / / SD-A6 STA 0+32.48 � �21° CLASS I I I � ��'A�. � G � \'A�, , \ EASEMENT BY SEPARATE / / „ SD-A7 STA 0+00.00 - ' � � "'/ �>>�9 �'��-9� \ � \ � '�� INSTRUMENT / � � �, END 27 RCP - / + �� Q� \ V ` � � �,� ,�Pp N 7048602.06 SD-A STA 16+64.28 �" �� RCP �9 � \ � / �� t�-�'�.� E 2362001.71 BEGIN 21" RCP ' �� i /�/� � �' , � �� '� � �t�,,��,�'G �� N 7048611.45 � � i /f��'� �\ �, � �� /��/ ��Q.�,�P�� E 2361970.05 , ��,��c� � � �-� � �"^ � '�� 'g�h2'� 60' PUBLIC ACCESS FACILITY � � � �-�` N � �Q-� ��R' � EASEMENT BY SEPARATE � � � INSTRUMENT 0 40 80 120 S D-A5 S D-A6 S D-A7 GRAPHIC SCALE IN FEET PROFILE SCALES: � 1" = 40' HORZ. J 1" = 4' VERT. 0 o z �� Q z �� Q z n °° rn U rn U oo � o � � � o � � � o co U O ~ N z X O ~ N z X O � I� O � U O a w O � U O O- w O � U O � � � � � � � � O � � � � � � � � ti � � � � � � � � � � � Z � N L.L C� Z C� N L.L I� Z I` N (n � � r , •�� W iAri�rJ�'r+.y Q Q - Q Q - Q Q - Q II q��i3O@��$ 630 � � m � w � � � m � w � � � m � w � � 630 ��,�EOFTF�aB ��,�p,,,.... '�-,95,$g8 rY� .• � °•. °°*r` `°*g$ . . �*� :.*�� ...................o........ � d TANYA N.WARBRITTON NG @ CL PROP GRADE NG @ CL �........ � PROP GRADE 8-o`•. 128028 ,:�� CL �8e°�° <� Eo..��`�``m _ @ 88g�S�/`p°�N��'$N�� - 01/19/2021 PROP GRADE PELOTON LAND SOLUTIONS TEXAS FIRM N0.12207 The seal appearing on this document was authorized 620 100 YR HGL 100 YR HGL 62� by Tanya N. Warbritton, P.E. No. 128028. 100 YR HGL Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering Practice Act � N M 21�� RCP 1 O.O% REV. DATE REMARKS � � � � 3.1' • c�', � 0 � 100 = 12.9 cfs 100 = 0.75 cfs � � �� Sf= 0.0017 Sf= 0.000 ¢ � 8SS _ _ CTR WESTLAKE M � 610 � � 610 0 Q100 = 2.6 cfs STRE ET G � U � V = 1.08 fps STORM DRAIN PLAN & PROFILE � � SD-A5 SD-A6 & SD-A7 � Q � N � � � M � M M � � o TOWN OF WESTLAKE, TEXAS � � � o � � � � � � � � � �� i � �� P E LOTO N PARKWAY,SUITE 250 0 II II II II II II II II II _ � U U U U U U U U U .... 9800 HILLWOOD �� FORT WORTH,TX 76177 �� _ _ I�III L A N D s o�u r i o N s PHONE:817-562-3350 � � ti ` ti j` ti � ti - TX FIRM NO 12207 0 0 J J J J J J J J J �OO Q N 6OO � � � � � � � � � DATE FILE SHEET � o DESIGNED: TNW = � O+OO O+OO O+OO DRAWN: TCG/BCD JAN 2021 � � CHECKED: KTW C603 � \�TFS: io -o" OPENING ia,--o~ TRAN5iTi0lV FR(JM {�ORI�A BACK �F � enRs (�incann�y ns TRANSVERS� BEAM �TQ y+�rit7 SFOWN, �ACH FACE 1. MATERIALSANDWORKMANSHIPSHALLCONFORMWITHTHE CURB HEIGHT TO INLE L r�v '��—�� REQUIREMENTSOFTOWNOFWESTLAKESTANDARDS. Gu�TER EI.fVAT14N �, SYMMETRfCAL 6� �}CPANSIQN BE USE❑ ��i 15� & 2�� GUTTER P�lN7 TQ F�Ef+�Aif� � r. :.�_ zEin-onei^ic srEE� s1n__ ee G��17E ao. CLiT CiARS WHERE BENO i5 �NLETS Q�+ILY ' 3. DiAGONAL Bf-R Si2= SHALL NAT�N TH� LARG=R SIc= GF � 2" PREMQL�EO � � '��— � �� Z� ❑� TH15 L�NE ANp GREATER FFAM 1/t �.�. OF PIAE � / .� I�BOUT '�. Fi�RIZONFAL Q� V��TICAL IM1ALL �=�V�O?G:IvG. ExPANS�O�I .IQINY MATERIAL - t,; LIP flF GUTTER SL�P� 1/4" PER F7. �,� BARS C �„ COtVSTANT AT 2" �„ „ - BAR ❑ 2"RADIUS — �. � - - - - - - � _� � _ � _ — ——— — cn � � � � � � � � � BARS C � 6" OPENING M1N. —�— — — �— — u — - � � M s.�cURe N 7�. � I I • - - - - - - - - - - - - - - - - -- - - - , 4"G(�TTER � `� I � � -�- - - -I- - - -I �O �� EPR�SSiOH °� - - - - - � 0 0 > o e o . o io I � / ' � I I G�rrER LIN� 1�`� I � �, I I � I eA�s a ' a o.a2% �'.} I _ I � I I , AT � 1,2"C-� 4 � � p r - - - - - _ - - , , _ �, � 3 a I ,� .� � - �� Z„ � I I 1 � �" ~ ~- `�=-� I I � - a . � - -� ' � �� - - - - 2„ \ x � o �' = eARS 8 AT ¢ G I ^ 1 �� I I^ GQNSTRUCTlO� J(71N`f � Q . � o0 7 1/2"C-C � _� av ��j �� . � FIELD CUT 6AR5 � ¢-m � � � � 3 � {SEE ELEU_"A-A"' AN� "8-B"� 8 & C 7Q CLEAR �4 BARS � BARS F AT F a � m� � I �I� �]��` I A B MA�Ii-3DLE 'j� � TaP & B�TTdM S�AB 7 �/2"C_� . e � 8AR5 D o � I �/;'� a°e�e� 1�!\� I BA�2S M . BA� G AT � � � � � , �� --� - - - - - _._ #4 BARS � AT 7 1/2"C-� BA f 2 C AC o N B RS N'C �' p 7 1 2"C-C '' e I ' � � }� — � _ _ _ � < r #4 BARS-J ' I-" A7 2"C-C ` . 8AR z� A� � CDHSTRUCII�N ra �� ; J� /1 1/2" F�REMOLDE❑ 8ACK d� � 3 -l7" LONG I I � I �4 BARS 8-TOP 5LA8 AT 7 1��"C--C WfDTH "V� r ° , . JdINTS KEYED � _ I '. !� � I CURB BARS G-BaTTOAi StAB AT 7 1 2� C--C `I �� \�`�,� ��f � � - - EXPANSf01V JOIN7 I K� � I I I I � I ' ti��'-p"MIN.,5'-�"MA7C.) , . �ERMISSABLE 1 — — — — — — � � ��, /1/ I MArE�fAL cU�� ° � II II . , • • can�s�ucnan� , a � � L1�IE S�I 4PENlt�G 5�� [2]--�6 6AR5 E-TOP 5LA6 AT 2 1�2 C-C d � ° � ° JOI�TS-KEl'ED T ,--�, � �� I� I - - - - - - - - - - - - I � �� , . �/ � I ._L_.= � - - - `D BARS C AT 7 t/2"C-C BARS F �� ` � � =' - -1-ii% � -�- �'� F a �� BARS C _ 6AR5 C � - �-'� �� / -� - - - - � I m� � BARS G Al' 7 i�2 C � � , ' � � TaP v�Ew � -a� " U� � „ „ „ „ „ ,� � � .� ,�' i i - SECTiflN B—B SECTI�N X--X SE�i I�N A— A �_ _ _ _�_ _ _ �_ � � ��_ _ _ _� _ _ _�_ 2'-�" TO SYMME7RICAL 1 I � ^ V I �IP OF Gl1TTER UP OF GUTTER �p��{��p� ,}p�� $��T � �4 BARS D N.T.S. IV.T.S. N.T.S. AT C�NCRETE PAVEMENT o � A �7 #� BARS A AT 7 �/ZnC,i-C C7�iJERAL IV��S:. �END H�R12. & �,� gAR (CIRCLEMFEREhFTIAL} L w P'PE, TYP 1}'vIL',qL 1'dALL w ❑��LS 5 AT �� C-� �E�T. BARS WHERE �s � „ � ANF�_C;AdLt +�5 SHD'JuN, EACH FACE �-�\��W� l �BARS M �� 1. ALL CONCRETE SHALt BE C�A55 A CQ6VCRETE. PLAN Z. REINFaRClNG BARS SHA�L BE STAi�DARD GRApE STEEL, DEFORMED REfNFdRCING TYPICAL ELEVATION � �� . (V.T.S. NOTES- SARS dF A �fAMETER AND LENGTH AS SHOWN. BA�� _ � � BARS M 3. �HA�AF�R ALl� E}(P05ED C�RNERS 3�4" tXC�PT WHERE ❑THERWESE N�TE�. —� -- . � 1_ LOCATION OF MANHOLE OPENING TO BE / '' n` `i � ' Bq�� AT QUTFALL END, UNLESS OTHERWISE 4. ❑IM£NSfQNS �E�.AT]NG TO REINFORCIiVG STEEL AR� 7� CENIERS QF BARS_ �/ �� ',t �I � WI�TFi qF IHLET "W' J_ 4" I dIRECTEQ BY THE OWNER, 5. F I E L D C U� A N R B E N Q B A R S A S N E C E 5 5 A R Y T O A C C a M Q p A 7 E S T q R M 5�W E R P 1 P E. �� 4 � T- �� 2„ fi. RING AND COVER SHAL� BE APPROVE❑ BY 7HE QWNER AN� INSTAL�ED 8Y I � �' ?j /�I SI�E SECTION �. INL�TS OVER 1Q' IN W1DTFi SHALL HAIIE _ ' g" A MANHQLE OPENI�G AT EI#CH EhJD. TME CONTRACTOR. � ` TRANSVERSE BEAM DETAIL 's r \ `'`' ''', � �� tFa� usE w�rH ��' & 20' iw�r�) END VIEW � I �� r� � o N.� S. M�lh pnbd aaa�r.and d Gora,Rnmla �+Wou�n svEa�c�noH r��xae � � llatl�C.titrd►oa■Cand d Ga,s�a+1s svwnrr�o s�a�r�t�ar a��cE � \� � � j � � � �URB � NLET YE-�o2 Q � /'1 �LJF�� INLET �oZ , ` ------_ p x 1 � (�a a /� /�� o�� sr�r+oum orr�wwc Hv m = L oti7E sriwwutn on►��1r+c Na. 2•_�- � o � j I L1 � � � iJl \ �V �PENI �J � - acT. '04 ��OA Q �R�SS SECTI�N & INLET THROAT ��! I . rV`'F �OLLJL7 SLk31RAVFC�CNG� N TY? �nrroea �IAG�NAI RARSSFA;: � f3�. �EN- TQ FIT W��=� AnTT��,'. IY�I"'AL ri'ALL -' SI.Ca IS =NCCCJI:NTFR�f1 R�:�FC2C�h� SLAB ELEVATION TYPICAL MANHOLE / PIPE PENETRATION 3�_",w" 3�_�� 3 a' - a" w + 2 �r ¢' - o�� NOT TO SCALE „ 4,-��w�� 4�_8�� BARS C I LGTH.QPEN.�O'---8' I RING T w T �.,5 5,_„w„ 5,�$.. � BARS D LGTH.4PEN.+f 1'-8'1 T��L�Q E�GES #5 BENT 9AR5 � � T00_Ep EDG�S I �3 1/4 �� #4 B A R 5 � 8c a ` a � , `°� � ...�. .�.: � � _ �• ; N.r.s. �` � � � _ ° > �,� TOE WALL a �4 B AR S B 4� 1 I I OPENINGT I� �I #4 at 18" C-C �,,,.� CdNSTRUCTION TROWEL FIN15H , 1D� BpTH WAYS � JdINT AT CflRNERS I N,T.S. C4N5TRlJCT10N ��-�� #d �A�� JOINT AT CORNERS �4 BARS A ,&� �-� tv.�.s_ �"�+D �a„ SECTk�N „A—A„ �''7 N.T.S. + �4 BARS � � � ��w ` hI.T.S. W + 2T i LENGTH OF OPENING � Q'-8" � T w - o�ENin�c t ��P�E ��$F-f'qs$$ #4 B A R S F �*:' � �°�*g$� �..................o.............s �4 BARS E N.T.S. 34� MII�I. �YP EALLBA� d TANYA N.WARBRITTON � d...a....... � C4RNERS TddLED faGES �,�.cK�i�� .................°�� I�.T.S. Zs" IuSIP!_ � } �_ _� �� - _ 8,0•. 128028 _� �8g�,c° <� EO,.��Q.``'m A c.i. � A -.� ` _ .+� 88��$.�N�,�.�.��°' ca - 3'_0" M_a C+��R ��/ I ��I _I � 01/19/2021 �. o I PELOTON LAND SOLUTIONS � /�y,/ X I I _ TRENCH GE�TExTiLE TEXASFIRMN0.12207 #4 BARS J � � \/ � �/ 1 - 115� B�CKFILL - FAB�IC 12 � �� INLET SIZE T W nao�E �iP� �:__ ti�. IV.T.S. . �1� 5 1/2� �� 2' SQUARE 7" 7'-p;; SPRIRC-LINE -I � g`P�. I I- �� P� �R�SN=� R�� The seal appearing on this document was authorized j i�� x\�I*� ¢' SrauARE �" a'-a" �� - b Tan a N. Warbritton, P.E. No. 128028. �� l 5' souAR� s" s-a � Y Y �S+ � �,L �(� s' SQUARE 9" 5-o �! �,; ��_ Alteration of a sealed document without proper notification ��+��_�� 1�d "yyr"+�'_g" � 6� ,n��,. nNo = `f ��,I__ to the responsible engineer is an offense under the #4 C ERCH wAv 2 ��x - ' I Texas En ineerin Practice Act �AST I R DN ��NG � � �� i - 9� 9 ��=��=��—��—��—� �-� --� �3 BARS N1 �5 BARS N FRAME AND CO1�ER PLAN oF TOP SLAB 12" 11�L. T.'��\C� Y;�1�� CLEF�RAVC= („P,) � rv.r.s. r�.r.s. � J N.T.S r�.T.S. � � NOTES• REV. DATE REMARKS o � �� sr�u+o�ss�a�canoN R��c� 1. MATERIAL AND WORKA�ANSHIP SHALL CONFORM WITH THE REQUIREMENTS �F NCTCOG STANDARD � Na1fi Canhd Te�ms Cand d Co�a�m�ls � o �U R B I N L E T 7�2 SPECIFIGATIONS FpR STANOARp CONCRETE MANHQ�ES. MINIA�IJA� CLA55 "A" �o��RETE. E M B E D M E NT FO R RC P STO RM S EW E R U N � /I 2. LAYERS aF REINFaRCING STEEL NEAREST THE INTERIfli� ANp ExTERIpR SURFACES SHALL HAVE A CDVER pF � � ��h D�7E 57Mf0ARD ORAMIMG M0. 2" TQ THE CENTER C]F BARS, 11NLE55 OTHERWISE MQTEp. o � � � REBAR 8c M,H. FRAME �C C�VER � n 6 NOTTOSCALE � w o Q�T. �� 12Q� 3. FOR �ETAILS OF �EINFORCING OF LOWER PORTIQNS OF INLET SEE APPROPRIATE SQUARE MANHaL� OETAILS. Q � 4. OEPTH OF ❑RQP NLET FROM FINISHE❑ GRAOE TO FLQW LINE OF INLET 15 VARIRBLE. APPROxIMATE OEPTH CTR WESTLAKE _ � WILL BE SHOWN +�N PLANS AT LOCATION DF INLET. � e3 5. ALL STANDARD DROP INLETS SHALL HAVE DNE OPENING ON �ACH 51DE UNLE55 OTHERWISE SHOWfd DN PLANS. o fi. DfCK MAY 8E REINFDRCEQ SAME A5 4' SQUARE �SANHDLE. STRE ET G U 0 Q D R 0 P I N �E T HoriRCc�+ir�l t�.,i-C�:�•.I.?i•.,�rnmc�l5 STI4NORR0 SPEpF1CATI0H REFEREMCE _ .rJ — 7°� STORM DRAIN DETAILS � � 2', 4', 5' �R 6' SQU ARE a��04 SThN6��4��o. Q Q �, M � TOWN OF WESTLAKE, TEXAS � � � o .,� � � �� P E LOTO N 9800 HILLWOOD � PARKWAY,SUITE 250 0 �� FORT WORTH,TX 76177 �� I�III L A N D s o�u r i o N s PHONE:817-562-3350 � TX FIRM NO 12207 � 0 0 N i DATE FILE SHEET � o DESIGNED: TNW = N � DRAWN: TCG/BCD o � JAN 2021 C6�4 � � CHECKED: KTW � NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST , 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: NOTE: TEXAS 811 1-800-344-8377 AN APPROVED PERMIT ISSUED BY TEXAS DEPARTMENT , OF TRANSPORTATION (TxDOT) SHALL BE REQUIRED PRIOR � TOWN OF WESTLAKE 817-430-0941 TO ANY WORK PERFORMED WITH THE TxDOT RIGHT-OF-WAY. ATMOS GAS 888-286-6700 TXU ELECTRIC DELIVERY 1-800-316-2135 CALL BEFORE YOU DIG CHARTER COMMUNICATIONS 1-800-344-8377 TRI-COUNTY ELECTRIC 1-800-431-1541 WESTLAKE RETAIL ASSOCIATES LTD 55.877 AC FOR OTHER FACILITIES 1-800-344-8377 DC98-0118649 PROJECT BENCHMARKS SCHWAB WAY D3-1 . �� , BM NO. 1 31#4 INCH ALUMINUM CAP STAMPED "TOWN OF WESTLAKE GPS 8" � FOUND IN A GRASS PLAYGROUND NEAR THE MAIN ENTRANCE TO CS KINROSS LAKE PARKWAY LLC ' '- I ' STREET G D3-1 �� ` WESTLAKE ACADEMY. BEING ± 116 FEET SOUTH OF A BUILDING, I � �, � � � I ��, - ��, ± 110 FEET EAST OF A DOORWAY TO ANOTHER BUILDING, AND TRACT 1 � - I � ± 305 FEET WEST OF THE INTERSECTION OF OTTINGER ROAD 69.337 AC �� 1 DC2016-64107 ,� � � STA 0+65.49 14.52' LT � �, � AND THE MAIN ENTRANCE TO WESTLAKE ACADEMY. . . _ .- . STOP � . � � � � ELEVATION = 686.70 1 ' � � � � - � R1-1 � STA 5+27.32 � ; � �� BM NO. 2 X CUT IN THE CENTER OF A CURB INLET FOUND +/- 50 FEET ' � " � ' � " � \ 36 X36 � � , Q ^ NORTHWEST OF THE SOUTHWEST CORNER OF HIGHWAY 114 . " " EAST BOUND FRONTAGE ROAD BRIDGE OVER THE MAIN , - � � _____�SEE DETAILS _______ � � Q � ,� �. . , ' �_ �, . - �_ SHEET C502) 'a� " � �j OUTFALL CREEK OF TURNER LAKE, AND +/- 15 FEET NORTHEAST OF A POWER POLE. � � �� p `� _ �� ;, � � ,a �; � � , � ��; \ -� � N � � � � a, 1 W � ELEVATION = 605.54 , 2 � �- ,a � _ C� � . - ,� - ' - ��--�----�---- �- ��--� _ � � 1+00 2+00 � 3+00 4+00 5+00 � , . �. Q � � � � " ' "� " � , , - � � a Z � DESIGN SPEED NOTE: � , . , I � � I � }" I '� — � � ' � � DESIGN SPEED= 35 MPH . ———————————————————— Q � � � w POSTED SPEED LIMIT=30 MPH D _ � � _� . � � STA 0+60.00 ' P BLI A E FA ILITY \ � a �� 1 � J \ � �, m �0 � - I ' � , - � EAS MENT BY SEPARATE Q � � � � � � � � INSTRUMENT � � � � ' W _ , Q p �� , w . c� - - �� - � �- � " 1 O � � = i � ,� �� w o � � �� j NOTES U . x � I . I � � � I WESTLAKE RETAIL ASSOCIATES LTD x " � 1" _ � 1. ALL PAVING MARKINGS AND SIGNAGE SHALL BE IN � - " 'I ' w " I � � ACCORDANCE WITH THE LATEST EDITION OF THE TEXAS MUTCD 55.877 AC MANUAL PER CHAPTER 90, ARTICLE II, DIVISION 2 OF THE DC98-0118649 WESTLAKE CODE OF ORDINANCES. 2. ALL ROADWAY MARKINGS SHALL BE TYPE II PAINT MARKINGS WITH GLASS TRAFFIC BEADS OR ALTERNATE OF TYPE I THERMOPLASTIC ROADWAY MARKINGS. 3. ALL TRAFFIC SIGNAGE SHALL MATCH COLOR AND FINISH OF THE SCHWAB WAY PHASE 1 STREETSCAPE PLANS. DETAILS PROVIDED ON SHEET C502. 4. ALL PAVEMENT MEASUREMENTS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. /' � � 0 40 80 120 � � Z Q J GRAPHIC SCALE IN FEET Y � REV. DATE REMARKS � � � > � U � 0 � PROJECT SIGN TABLE � �� Q � SIGN DESCRIPTION TMUTCD DESIGNATION SIZE (IN) QUANTITY oF CTR WESTLAKE _ � ,�p,'�� oeeTF.�- � ,oe� � STOP R1-1 36 x 36 1 �`��e ��9s STREET G � •�g � go* U � STREET NAME SIGN D3-1 VARIES 2 *CCOOOOO66��* PAVEMENT MARKING & U TANYA N.WARBRITTON •� � °`a° °°"`��:�° S I G N AG E P LA N � �s� ��s��2so2e > � � o a PAVEMENT MARKINGS TABLE �TF �/�ENSEO°`\�� °? SS�ONAL"��G TOWN OF WESTLAKE, TEXAS � � TYPE SIZE & COLOR MATERIAL QUANTITY � � 01/19/2021 �� O SKIP LANE LINE PVMT MARKING 4" YELLOW THERMOPLASTIC 117 LF `� 11 PVMT MARKING HAS PELOTONLANDSOLUTIONS �� ( ) TEXAS FIRM N0.12207 i?i i i 9800 HILLWOOD � TYPE I-C 4" RAISED �'�� P E LOTO N PARKWAY,SUITE 250 0 T Y P E I-C 4" P V M T M A R K E R 4 A M B E R PAVEMENT MARKER 1 2 E A C H '�� FORT WORTH,TX 76177 � The seal appearing on this document was authorized � � � �A N D s o�u r�o N s PHONE:817-562-3350 �' TX FIRM NO 12207 0 THERMOPLASTIC by Tanya N. Warbritton, P.E. No. 128028. � N O2 STOP BAR 24" WHITE 12 LF DATE FILE SHEET = PVMT MARKING (HAS) Alteration of a sealed document without proper notification DESIGNED: TNW � to the responsible engineer is an offense under the m � DRAWN: TCG/BCD o � Texas Engineering Practice Act JAN 2021 C701 % � CHECKED: KTW � NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST , 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: , TEXAS 811 1-800-344-8377 � TOWN OF WESTLAKE 817-430-0941 ATMOS GAS 888-286-6700 TXU ELECTRIC DELIVERY 1-800-316-2135 CALL BEFORE YOU DIG CHARTER COMMUNICATIONS 1-800-344-8377 TRI-COUNTY ELECTRIC 1-800-431-1541 FOR OTHER FACILITIES 1-800-344-8377 60' PUBLIC ACCESS PROJECT BENCHMARKS FACILITY EASEMENT BY SEPARATE INSTRUMENT BM NO. 1 31#4 INCH ALUMINUM CAP STAMPED "TOWN OF WESTLAKE GPS 8" FOUND IN A GRASS PLAYGROUND NEAR THE MAIN ENTRANCE TO WESTLAKE ACADEMY. BEING ± 116 FEET SOUTH OF A BUILDING, ± 110 FEET EAST OF A DOORWAY TO ANOTHER BUILDING, AND 1 ± 305 FEET WEST OF THE INTERSECTION OF OTTINGER ROAD AND THE MAIN ENTRANCE TO WESTLAKE ACADEMY. WESTLAKE RETAIL ASSOCIATES LTD I � WESTLAKE RETAIL ASSOCIATES LTD ELEVATION — 686.70 55.877 AC � � 55.877 AC — DC98-0118649 I o I DC98-0118649 U► BM NO. 2 X CUT IN THE CENTER OF A CURB INLET FOUND +/- 50 FEET NORTHWEST OF THE SOUTHWEST CORNER OF HIGHWAY 114 I— EAST BOUND FRONTAGE ROAD BRIDGE OVER THE MAIN I W I OUTFALL CREEK OF TURNER LAKE, AND +/- 15 FEET I W I NORTHEAST OF A POWER POLE. WARNING!! � � � ELEVATION = 605.54 APPROXIMATE LOCATION I � I OHE & UG UTILITY LINES RIGHTLANE CONTRACTOR TO VERIFY I I PC BEGIN STRIPING MUST LOCATION PRIOR TO I I N 7048653.87 DESIGN SPEED NOTE: CONSTRUCTION TURN RIGHT I I E 2361886.68 R3-7 RIGHT DESIGN SPEED=35 MPH I I ( ) POSTED SPEED LIMIT=30 MPH 36" X 36" PC BEGIN STRIPING � o � N 7048663.77 // o � E 2361879.89 PC END STRIPING / \ N 7048501.50 --- _ EX TxDOT ROW E 2361686.46 ____ N OTES —_ — •— — i 4 — -- - � '� - 1. ALL PAVING MARKINGS AND SIGNAGE SHALL BE IN � �. � � � ' , - � - 3 2 ' c� � � 2 � - ' . - , �— ACCORDANCE WITH THE LATEST EDITION OF THE TEXAS MUTCD �� -- � � , � � � - _— .-� � � MANUAL PER CHAPTER 90, ARTICLE II, DIVISION 2 OF THE —� I v- '��,�� ' _ , _,� � � � � � �� - - � 2852� R �� .--�— -— - � - . - WESTLAKE CODE OF ORDINANCES. '� . , �� '� ' - , _ � , -� —, - , _ - , - , , -, , , _ _ � �� __�^_ �—� _�;� , � �� - 0 ��. , � , , _ . , - - N ' . ' , . ��""�L��, � - " � RKINGS � ' ��t��T�� '�� ,�$ - , - . , � _ � •� 2. ALL ROADWAY MARKINGS SHALL BE TYPE II PAINT MA - � " -� � - , , _ _ � , ' , ,� , N , , � , , _ _ - , _ - , � , Q � �_ �� -� � � -, , , � �_ � ' � — WITH GLASS TRAFFIC BEADS OR ALTERNATE OF TYPE I , G� � THERMOPLASTIC ROADWAY MARKINGS. STA 5+30.69, 17.72' RT SH - 170 EB FRONTAGE ROAD 3. ALL TRAFFIC SIGNAGE SHALL MATCH COLOR AND FINISH (A VARIABLE WIDTH R.O.W,� PC END STRIPING OF THE SCHWAB WAY PHASE 1 STREETSCAPE PLANS. DETAILS STREET G D3-1 N 7048510.44 PROVIDED ON SHEET C502. E 2361678.45 4. ALL PAVEMENT MEASUREMENTS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. STOP ONE WAY 5. AN APPROVED PERMIT ISSUED BY TEXAS DEPARTMENT R6-1 (RIGHT) EX W12-2 OF TRANSPORTATION (TxDOT) SHALL BE REQUIRED PRIOR R1-1 54" X 18" 15' - 9" SIGN TO ANY WORK PERFORMED WITH THE TxDOT RIGHT-OF-WAY. 36"X36" (SEE DETAILS SHEET C502) EX R3-33aT LEFT LANE MUST ENTER RAMP SIGN � � ' ' PROJECT SIGN TABLE SIGN DESCRIPTION TMUTCD DESIGNATION SIZE (IN) QUANTITY 0 40 80 120 N N Z RIGHT LANE MUST TURN RIGHT R3-7R 36 x 36 1 a GRAPHIC SCALE IN FEET Y � ONE WAY (RIGHT) R6-1 54 x 18 1 REV. DATE REMARKS � � STOP R1-1 36 x 36 1 � U STREET NAME SIGN D3-1 VARIES 1 0 � � �..�.�.o�" Q N � � �oe�se CTR WESTLAKE N y3 g�<<�� OF T qs o � ,�p.e,oe� F�- STRE ET G � PAVEMENT MARKINGS TABLE *�e � � eo* � 0 TYPE SIZE & COLOR MATERIAL QUANTITY *"°°°°°""""°°°°°"""`* PAVE M E NT MARKI N G & S I G NAG E � TANYA N.WARBRITTON •� � O TURN BAY LANE LINE g" WHITE THERMOPLASTIC 253 LF �o��ss128028OOC666C�¢�� PLAN - DECELERATION LANE > � PVMT MARKING PVMT MARKING (HAS) �A a °�,� o Q o,��f�� oo�e°`�. N TYPE I-C 4" PVMT MARKER 4" CLEAR AVEM NT MARKER 13 EACH �SS��NAL ��G\� TOWN OF WESTLAKE, TEXAS � � � 01/19/2021 �� ORIGHT TURN ARROW AND THERMOPLASTIC O 'ONLY' PVMT MARKING WHITE PVMT MARKING (HAS) 2 EACH PELOTONLANDSOLUTIONS 9800 HILLWOOD �I TEXAS FIRM N0.12207 � �� P E L O T O N PARKWAY,SUITE 250 0 O3 STOP BAR 24" WHITE THERMOPLASTIC 14 LF �� FORT WORTH,TX 76177 � PVMT MARKING (HAS) The seal appearing on this document was authorized � � � �A N D s o�u r�o N s PHONE:817-562-3350 �� TX FIRM NO 12207 0 by Tanya N. Warbritton, P.E. No. 128028. � � THERMOPLASTIC Alteration of a sealed document without ro er notification DESIGNED: TNW 4O EDGE PVMT MARKING 4" WHITE 252 LF P P DATE FILE SHEET � N PVMT MARKING (HAS) to the responsible engineer is an offense under the m � DRAWN: TCG/BCD o � Texas Engineering Practice Act JAN 2021 C702 % � CHECKED: KTW � i i 4�• � � � 4�� w NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 4 �j 4N� r 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: to' ao' :�': � � � TEXAS 811 1-800-344-8377 RAVEIAE T iAARISER � � :: � � TOWN OF WESTLAKE 817-430-0941 � ° � ATM A -2 - 7 OS G S 888 86 6 00 ❑ I +• ►r+++ire rrPE n-cR a' {oivroEo sono) � � T�p� � - � • TXU ELECTRIC DELIVERY 1-800-316-2135 ! �d - rrPE i-c+'{uNoiwoEo) — ^ --- - " RAISEO PAVEIr1ENT I�ARKER °� �� i . ; � CALL BEFORE YOU DIG �'reuaw ' , ;____;_, ++ � +! CHARTER COMMUNICATIONS 1-800-344-8377 SKIP LANE LfI�E — PAVEME�#T MARKING � � f �� ----` �- � � '� �' �; �., TRI-COUNTY ELECTRIC 1-800-431-1541 �: , FOR OTHER FACILITIES 1-800-344-8377 �0' iYP� {I-A-A ;• �a�sev �yV�pYAY LEFT TURN LAN€ — AVEMENT MARKIN�CS_ -� �-; - _ - - : : -- PROJECT BENCHMARKS PAVEAIENT AIARKER . . � � - o � o o � � --- BM NO. 1 31#4 INCH ALUMINUM CAP STAMPED "TOWN OF WESTLAKE GPS 8" � oiRecra� oF rnave� Y FOUND IN A GRASS PLAYGROUND NEAR THE MAIN ENTRANCE TO 4' ''°l°"' �0� WESTLAKE ACADEMY. BEING ± 116 FEET SOUTH OF A BUILDING, 4• ��ow �� "" =' (� �'i a � ' ' '' ± 110 FEET EAST OF A DOORWAY TO ANOTHER BUILDING, AND �Ol1BLE YELLOW ZITVE — PAVEMENT MARKING 4�� ± 305 FEET WEST OF THE INTERSECTION OF OTTINGER ROAD t,� �� 8- �LLaw ��,,P.� .r -- 4 � k AND THE MAIN ENTRANCE TO WESTLAKE ACADEMY. s�o a R � 4"� � a"� , _ T ELEVATION = 686.70 X = 1.8]f SPEEO LIIAIT - • q�� - - f- - - � 20 «E� 2° irPE �-c 4- � - __�_ � -- BM NO. 2 X CUT IN THE CENTER OF A CURB INLET FOUND +/- 50 FEET RAISED PAIIEAAENT OIRECTION OF TRAVEF — - � � �IARKER � ;_ : : � NORTHWEST OF THE SOUTHWEST CORNER OF HIGHWAY 114 o • � - EAST BOUND FRONTAGE ROAD BRIDGE OVER THE MAIN ¢ � � � ..�� CENTER GORE AREA — PAVEMENT �AARKINGS - _ - : : : : �' �' � OUTFALL CREEK OF TURNER LAKE, AND +/- 15 FEET �J 8. ,�„� �T,,p y i : = � +� �; NORTHEAST OF A POWER POLE. �7 � . :-- � ' .� ._ � - � ELEVATION = 605.54 DIRECTON OF TRAVEL '- -- � • CUR9, EOGE#PAVEAlENT, . � � � OR YELLOW CENiERUNE Z� 4' WHITE [TYP.} . ' I . I , . �. . � V � 6.5' (± .5'] � TL1RN �AY LANE LIN� — PAVEM�NT kIARK�RS �� ' 3�:� :.� e- +Mii�E{rrp.� ` �.5' ' ,"F ' _�. q" � � q.' � � , • •- . c' -r' � � : . : � i . N07ES: - - fit. .l� ; . ; ¢� _r . . . . 1. ALL PAVEI�i£NT AiARiCIHGS SHALL BE IHSTA�LEO ACC03tDING TQ i � 7HE CIJRREhlT TE](AS AIAHUAL ON UHIFORM iRAFFIC C4NTROL CURB UR EOGE - DEYICES ANO MEET Gl1RRENT SPECFICATIONS. � PA�wT _ _ � ANO NSTA LL AnoN 41ETH065.AVEYEhlT AIARI(ING MATER3AL TYPE CRd55 HATCHING FdR MERGINGlSHIFTING — Pf1VEMENT MARKINGS -�-�- - : : _ , -- ' _ ;� �� 3. FOR TxOOT IdAINTAIHEO FpClLIl1E5, REFER TO Tx00� PAYEAIENT - • IAARKING STAN6AR�5. , .-- ; +,� •� 4. TRAYEL LANES T31AT TRANSITION INTO A TRAP Tl1RN lANE SHALL �- j - _; : � � HAVE 90TH ARROW PAVEIYIEHT FIARKIkC AHa "ONLY' PAVEMENT . o� MARKING. � � � - i ii � s � 7.5 (- . '; � ...:]� .- •": TYPICAL PAVEMENT MARI�[INGS PAVEMENT IViARKINGS - ARROWS � — �,__�.� a�-= �� . _- ti�l n - - - - .�� , - - •„ ' ' -,• , _ �� ,,� . � �- . � � L.J �..��r��l ,n�;��. �as`z'�p�$�9 �- . -= r�fle:_:�;,.:. � �,�P�E TF�.qs,$$8 ; ,... ._ ..- �0 •° `• - _ _ . u� � '• * � ■ � �..*.:...............o..........*$�9 _'' i ,.I_ , n _ . ='.,ir�l�•�.l �` �� d TANYA N.WARBRITTON � ;�: ,� .-i<. r . �. :�:� .:,,-,-a .?�ilITliIlUIT1 �<<<....................<<.. . : . . , ......� �i��n kaar,fcer 8-o`•. 128028 ' 3:,3�ielwiifi 8 ,�`°••</C SEO•'��'°y� �8�'0•. • �.ao � 88��5��NAL E�4,cn� ii i�;l ��,fii�I�� .:il f.��,c�.n"; . $$S�m*�+$ 01/19/2021 PELOTON LAND SOLUTIONS , - _ *. TEXAS FIRM N0.12207 � , — -._r>tori�f�,,ir�te�i ,:;,,�r„�nWr» a�qn p4�� The seal appearing on this document was authorized ��itf� breakau�ray by Tanya N. Warbritton, P.E. No. 128028. =`t',,;`,�-;,,��,+ Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering Practice Act � � J H W � Y � REV. DATE REMARKS � _ ' � _ N � � T � � � � - U � 0 0 d3 0 ? FRONT VIEW SIDE VIEW BACK VIEW FRONT VIEW SIDE VIEW BACK VIEW CTR WESTLAKE _ � STRE ET G � 0 Q U REGULATORY SIGN STREET NAME SIGN PAVEMENT MARKING & SIGNAGE DETAILS � > Q NOT TO SCALE NOT TO SCALE � ti � N TOWN OF WESTLAKE, TEXAS � � � o .,� � � MAX SIGN AREA MAX GRAPHIC AREA MAX SIGN AREA MAX GRAPHIC AREA ; 9800 HILLWOOD �I LIGHTING MAX HEIGHT MAX WIDTH LIGHTING MAX HEIGHT MAX WIDTH � �� P E LOTO N (PER SIDE) (PER SIDE) (PER SIDE) (PER SIDE) PARKWAY,SUITE 250 0 �� FORT WORTH,TX 76177 � NONE N/A N/A 9 FT 6 IN N/A NONE N/A N/A 11 FT 5 FT �I�I� �A N D S o��T�o N s PHONE:817-562-3350 �� TX FIRM NO 12207 � 0 0 N i DATE FILE SHEET � o DESIGNED: TNW = N � DRAWN: TCG/BCD o � JAN 2021 �7�3 � � CHECKED: KTW � ` i � o ; a p � NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST �,/ ' ��. - �, a� . �� D : , � 'Q� � � 0 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: � . ' � ,�Q-�� " . � � , Q , . . o. o . � J ; . � �o � TEXAS 811 1-800-344-8377 � ' O�/ � � � , � � .� ;� � � . � _ �, . � � � , � TOWN OF WESTLAKE 817-430-0941 � �+, . p . p � � ATMOS GAS 888-286-6700 ; , �� -I- � � � .a � . . o o� � . � , �D� � � � � � _ � p; � a� � � 170 RETAIL / D � � D - � � � � �� TXU ELECTRIC DELIVERY 1-800-316-2135 � ASSOCIATES LTD � D � � �� • • CALL BEFORE YOU DIG m " � DC2005-136072 � / � ' '� ' o �o ' ''� CHARTER COMMUNICATIONS 1-800-344-8377 i � I DC2005-136073 ' P� _ �o � � 7O .; D , :�, � , ' .o � a � � . - - - - i / Q , . � , , o . , . . TRI COUNTY ELECTRIC 1 800 431 1541 � � , a TEXAS � , �� , a � : , a � FOR OTHER FACILITIES 1-800-344-8377 i , . , . �. � i �� ` �� D �� ` . �. � � � � �` , - PROJECT BENCHMARKS m � p I / Q, , ,� .o �. o. , �'� . . . . � �D - , � � � 0° � � o �. � � . � �� '� BM NO. 1 31#4 INCH ALUMINUM CAP STAMPED "TOWN OF WESTLAKE GPS 8" � � � � ' � � �� FOUND IN A GRASS PLAYGROUND NEAR THE MAIN ENTRANCE TO J a � Y � �� -o Q . , ;p, . , ; .. � o , , .� . , . �. � i O � / /�� o. a ' � �� W E S T L A K E A C A D E M Y. B E I N G ± 1 1 6 F E E T S O U T H O F A B U I L D I N G, i Q = �� , � . �,/ `� � - � : a � � : a � ± 110 FEET EAST OF A DOORWAY TO ANOTHER BUILDING, AND i O I � � � . Q CJ`C` r . � ` , - �' ± 305 FEET WEST OF THE INTERSECTION OF OTTINGER ROAD � I � / O o �� . � o , . �� . o�� _� � � D:. `" � AND THE MAIN ENTRANCE TO WESTLAKE ACADEMY. � . D� � _- � ~ .�� .o D a � � , �� -�. , . � �� ELEVATION = 686.70 i � .�G)� a a � � .o � �, D . o � �� '� BM NO. 2 X CUT IN THE CENTER OF A CURB INLET FOUND +/- 50 FEET � D � ,� � �. - � �� - � N O R T H W E S T O F T H E S O U T H W E S T C O R N E R O F H I G H W A Y 1 1 4 X � , � . � � , � � : p . - � � � o .' EAST BOUND FRONTAGE ROAD BRIDGE OVER THE MAIN � � / � . � . � - � �1 OUTFALL CREEK OF TURNER LAKE, AND +/- 15 FEET �� o o � o _� �D:, � .a�� -o � � � a� � ��O/ NORTHEAST OF A POWER POLE. I D . , p . - - . � . D �� PO � � �� ELEVATION = 605.54 � . , / o . � �p. .o . . � , ` , �Q o � � o -. p o m � � ,o a � o o � � a x D _ • a . p ,�p _ � o �� . � �. PCj � �- D 'C ' . ❑ �_�/ �� . , . ,o .. Q� � \� a. .a . o o, . D_ ��, � � ,a o / i � � �." . . � . . � � " REFER TO TxDOT DETAIL Q)� � \ � , �D� , , , � � �, ��. ' . .o TCP(2-6)-18 FOR TRAFFIC� 0� D o .' 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D . � :�. , � � �, � , ,o " v, �� D . EASEMENT BY SEPARATE � a. - o o � . � , � / INSTRUMENT � \o � � � .o � . , �� \k� \ oD � � � _ �. � � V � oD o� � p. . . p. �� \ � , a . �_= o � � � � � :p; � o� : � .o , � ��o \ \ , o , _�- a . p . . . o . ; .D o : a , +.�+ \ � \ , . � . , 4 , _� Q o �� / � \ � � , � � D�. _ � � �D. . �o � D:. _ .a�; � c REFER TO TxDOT DETAIL \ � ��FZ� , , o . . : , ', o o � � , - , � � o � � a � TCP 2-6)-18 FOR TRAFFIC � \ � -� � � m � �� CONTROL MEASURES � \ \ Q" ' . � ' - ' � , � o,. _ ' � ___� x � � . � , D ° , . � °� � � ��, / \ �� , o � " - �.� o �_ ' , . " o . � ; . . �� o � p; � o�: D . � -� . .o ; .. ` ,' � \ , .Q . o�' � , ,� a o, � : .� - o, . o � \ ; . p� � � �.. �� o � , , � D . � . . � . , D / . � _�. , o o a a� , m ��. , .o . � . ;� a� � � �/ o , _ x . . . � . , S� � � .o , .. � , ,. , D _ a � � D.. � o � / o� �, � �� . �,/ . � . ' i o o , �. ., � � a�; � � . � D� . �� . � WESTLAKE RETAIL ASSOCIATES LTD ' � � �- �� o a o / 55.877 AC Q ' m ;� _ � � , . � i � DC98-0118649 0 ' � � �P`� / � . ,. . � � �} , � � , P'Q' � . D: a o, � . o � . � . � , , � , � o . . � , . ,o . � - , � ��o.� N � , �� . .� � a � �+�� /� �, � G 5G� — o ��a � � p / � , � � - ' o , � 0 60 120 180 . . . � / �� . / o �o . , � � � � � � � . • Q z � � �� o� �� / � �. �.� GRAPHIC SCALE IN FEET a 4 � . � � , , � D � �� s+ •� o � �� •� � � � REV. DATE REMARKS � WESTLAKE RETAIL ASSOCIATES LTD i ' � X ; . . �� 55.877 AC � ' � , , � / DC98-0118649 � � � ; . �. � , � . . D � "�+ , � o . � / � � � � � � � '� � � � � � o w �. . �� , � � , �. p - � �— L..J�"!�'�� cn m , , / . CS KINROSS LAKE PARKWAY LLC oF = � X . �� - TRACT 1 �� oe�se 9s CTR WESTLAKE o � / Q P��peL T�� / . 69.337 AC c, � STRE ET G o � ~ DC2016-64107 *�g g a* � / � � *�� °°* U � � � �} � , o . � � ,� `TA"YA"`wARBR'TT°" TRAFFIC CONTROL PLAN � � � � � , � � � � � � , / -o��000ss128028oe s��a x c� � � � / � 'A��F`��EeNs��6�� M � o �i SS�ONAL"��G� TOWN OF WESTLAKE, TEXAS � � / � , � � � 01/19/2021 �� + `� '� o o / '' PELOTON LANDSOLUTIONS PARKWAY,SUITE 250 0l m TEXAS FIRM N0.12207 . c � �� P E LOTO N 9800 HILLWOOD � � � � / I I FPHO EO817-562-33507 �� The seal appearing on this document was authorized �A N D s o�u r�o N s � � � TX FIRM NO 12207 � by Tanya N. Warbritton, P.E. No. 128028. � o , o / i� Alteration of a sealed document without proper notification DESIGNED: TNW DATE FILE SHEET = c� � / to the responsible engineer is an offense under the m � DRAWN: TCG/BCD o � - � / Texas Engineering Practice Act JAN 2021 C80'� % � CHECKED: KTW � TYPICA� SIGNS USED IN TRA�FIC SIGNA� CDNSTRUCTI �N AF�EAS GENERAL 2�"� 48" 48" �g�° 1. ALL 51GN USAGE AND ERECTION SHALL BE IN STRICT ACCORDANCE WITH R=1 �" R=1}�2" R=1�" R-�Yz' THE "TEXAS MANUAL QN UNIFQRM TRAFFIC C�NTROL DEVICES FOR STREETS �„ �„ 3��" � 33�4» ANa HIGHWAYS" �TMUTCa) LATEST EDITION. � �BSERVE 4'� �e" MAME . �Y�„ 1„ � � � ��(�► �, THE C�NTRACTQR SHALL MAIIJTAIN EACH 51GN A5 DIF2ECTE� BY THE � E� � �� }�¢" 4" 1 ADDRE�S 3b ENGINEER. THE C�NTRACTOR SHALL U5E THE 51GN ❑E51GN5 SHDWN IN THE i 2�» 24" �3/a�� "STANDARD HIGHWAY 51GN DE51GN5 FaR TE7CA5° (SHSD]. ALL WORK ��IJE ��g� � � r�ya� �• 7„ 2 ��R� I �� 4� 30° 1,rIT� 3� �� 'G 51GN5 PROVIDED AND SHOWh1 IN THE TMLJTCD BLJT, NOT DETAILE❑ IN THE „ �� .4�• PLANS MAY BE LJSED WHEN aIRECTED BY THE ENGINEER, .7�V� �7 „ 3�N I �Z 4�Q 3� �TATE ��„ 4� REFLECTIVE SHEETING �� 7„ � 1 " G20-2 LEGEND - BLACK �, REFLECT�RIZED 51GNS SHALL BE CONSTRUCTE� OF SHEETING MEETING THE "�, 1 � C�NTRA�TDR � 48" X 24" BORaER - BLACK �� S T A T E L A I� �� BACKGROUN� — ORANGE REFL.. ��L O R A N� R E T R O—R E F L E C T I V I T Y R E Q U I R E M E N T S 0� D M S—8 3�� O R DM5-831 D. F� H T � 6�� 20_� 48" X 3Q" 2. WHITE SHEETING, MEETING THE REQUIREMENTS OF �M5-8360 TYPE C (HIGH 3" R��_� LETTERS - BLACK SPECIFIC INTENSITY) SHALL BE USED FOR SIGNS WITH WHITE BACKGROUND B�R�ER - g�,q�� LETTERS - BLACK i ANQ CHANNELI2ING DEVICES. 48" ?C 42" B�R�ER - BLACK R4-7b LETTERS - BLACK BACKGROUND - WHITE REFL. gp,�K�RQUN❑ - ORANGE �R WHITE REFL. {o i 3. ORANGE SHEETING, MEETING THE REQUIREMENTS OF �MS-830Q TYPE E 24" ?{ 3Q" SYMBOL - BLACK � � (FWORESCENT PRISMATIC), SHALL BE LJSED FOR SI�NS WITH ORANGE BORDER - BLACK BACKGROUNQ - WHITE REFL. 1]f2" R 3fl" �� a�� s I� aL 8'C BACKGROUN�S_ �'�� i �� SIJPPORTS AND MOUNTING HEIGHT � � � �� C � � ------��-�---- r� 1. REGARDLE55 4F THE TYPE flF SUPPQRT USE�, OR �URATI4N 4F WQRK, M I L E „ a � '�•� 4 REGULATaRY 51GN5 SHOUL� NDT 8E ERECTED AT HEIGHTS LESS THAN 7 R�-�b � 3 � I �� i FEET A�OVE THE PAVEMENT SUfZFACE, THE CDNTRACTDR SHALL FURNISH i �� H �A Q rp j 51GN SUPPflRTS LISTED IN THE "COMPLIANT WORK WOOD 51GN P05T i �15TANCE PLAQUE ,��, � 18„ � i � i SLJPPORTS �ONE TRAFFIC CONTROL DEVICE LIST" (CWZTC�). SHALL BE � + 30" �C 12" � I i ,� � ��s•� �� i � PAINTED WHITE_ � ALTERNATE LEGEN�S " i � a5 � � i r ��' � 2. 51GN5 MAY BE ERECTE� ON PORTABLE OR FIXE� 5LIPPORTS FOR U5E dN R I � H T �,�o --------- +- - - - -3�, � �!� GQN5Tf2UCTI0N PROJEGTS TO WARN OR GUIDE TRAFFIG THROUGH AND�OR ¢� � z�� 1 M I LE6 � ��' I � ____ _ _ _ AR�UND THE ACTUAL CON5Tf2UCTI�N RREA, �� ' ------ 2 ��-- $ � ta•• 5�4 � 7�� CW2�5G-10 �., 3. THE C�NTRACTOR 15 RE5PDN51�LE FOR ENSURING THAT ALL 51GN SUPPOf�TS �, � �# 15�� FT� � �, � 36�� X 3fi�� '� '�gY2" ANd SLJBSTRATE MEET CRASHWORTHINESS AND LEN�TH OF WORK � ,� L �� E � 81f� `� I REQUIREMENTS, � i 1 �� FT� � � 3"i LEGEND - BLACK CW1-6a BORDER - BLACK 4. PaRTABLE - 51GN5 ERECTED ON PORTABLE SUPPORTS �QR U5E ON CW2a-5R BACKGROUNQ - ORANGE REFL. ��+,, i CQNSTRUCTIDN PRDJEGTS N�RMALLY MEAN 51GNS WHICH RRE USED �URING � i 3a�� x ��} i THE DAYTIME Ta WARN �R GUIDE TRAFFIC THROUGH AND OR AROUND THE 36" X 35" `�6�- i � � � � �g��a � �� FT5"C ACTUAL GONSTRUCTION AREA, BUT AT THE ENa �F THE WORK�AY SUCH � CW20 5L FCW2D-7a 51GN5 ARE REMOVE❑_ LEGEND - BLACK ��°� x �� LEGENQ - BLACK e0R❑ER - BLACK 5. PQRTABLE SUPPORTS SHALL 8E A5 SHOWN QN TH15 SHEET. 51�N5 WITH BOF2DER - BLACK BACKGRDLJND - ORANGE REFL. LEGEMd - BLACK PORTABLE SUPPDRTS MAY aE USEa FOR SHaRT TERM, SHORT DURATION BACKGROUN� - ORANGE REFL. BOR�ER - BLACK ANa MOBILE OPERATIONS_ THE BDTTOM OF THE 51�N SHALL 8E A MIIJIMUM BACKGROUN� - ORANGE REFL. QF ONE �1) FOOT ABOVE THE PAVEMENT SUR�ACE. TYP E I B A R R I�A D E 5 6. FIXEQ - SIGNS ERECTED ON FIXED SUPPORTS FflR U5E ON CONSTRUCTIQN TYPICA� SIGN S� PP�RTS PRQJECTS NORMALLY MEAN SIGIJS THAT ARE TO REMAIN IN PLACE FOR BARRICADES SHALL NOT BE LJSE� BOTH DAYTIME AND NIGHTTIME USAGE TO REGLJLATE, WARN AND GUIDE F�R SIGN SUPPORT. TRAFFIC IN ADVANCE OF AND WITHIN THE LIMITS OF THE PROJECT �I �CE❑ 5� P P�R T5 P 0 F�TA B�E 5U P P Q R T5 INCLLJDING THE CRQSSROA� APPRQACHES. SIGIJS ERECTE� ON FI?tE� 2' MIN., VARIABLE MAX. SUPPQRTS SHOULD BE AT A MINIMUM HEIGHT flF SEVEN {7} FEET. 00 � � 3�" m 51GN SUPPflRT WEIGHTS � 4g„ Q � 1. WHERE 51GN SUPPORTS REQUIRE THE USE DF WEIGHTS TO KEEP FROM z ,,� � TURNING flVER, THE U5E OF SDME TYPE OF SANDBAG 15 REGOMMENDED. � 2x� a �• TQ 12� o NOMINRL ii THE U5E OF PIEGES OF ROGK, GflNGRETE, IRON, STEEL flR 4THER SgLID w WITH CURB: W 4"X4" ii �BJECTS WILL NOT BE PERMITTED. 5AND8AG5 SHALL ONLY BE PLACED a w ��N o 6' TO 12' P05T �� i ALDNG DR UPDN THE BASE SUPPOF2T5 OF THE �EVIGE AN� SHALL NDT 8� � w UTIl�ITY 4VITH CLJRB: 5U5PENDEO ABOVE GRDUN� LEVEL 4R HUNG WITH RQPE, WIRE, GHAINS OR � NOMINAL � 2��N {� i �THER FASTENERS. 2�C6 �OPTIONAL] 5 4"X4" � w �VRK -___��___- � PDST � 6' PLAQLIE �� AHEAD �H��p REMOVING �F2 GaVERING TYPE I(R) � a ii 1. WHEN 51GN ME55AGE5 MAY 8E GflNFU51NG OR NO LDNGER APPLY, THE 2' MIN., VARIABLE MAX, RaAa ii 51GN5 AND SLJPPDRTS SHALL BE REMOVED FROM ROADWAY AND SHDUL6ER, WO�a POST SIGN SLJPPORT: PAVEMENT OR THE SIGNS SHALL �E COMPLETELY C�VERED. TURNING SIGNS FRQM FOf2 35" x 36" AND SMALLER SERFACE 12�� MIN. N10T4RIST5 VIE4V WILL NOT BE ALL�WED. WHEN 51GNS ARE GQVERE6 THE WO�D P05T 51GN SUPPORT: MATERIAL USE� SHALL �E �PAQUE, SUGH A5 HEAVY MIL BLACK PLASTIC. WARNING SIGNS, AND OTHER SIGNS FOR 48" X 48" WARNING SIGN. 24 �1Ax. BURLAP SHALL NOT BE USED TO COVER SIGNS. SIGNS SHALL BE REMOVED HAVING AN AREA NaT EKCEEDING 1� SQ.FT. UP4N C4MPLETION OF THE WORIC. � � �� SIGIVS ERECTED �N FIXED SUPP4RT5 SHALL BE AT A 2. ��U�E TAPE OR OTHER ADHESIVE MATERIAL SHALL NOT BE AFFIXED TO 51GN � 4�= �� MINIMLJA� HEIGHT OF 7 FEET, EMBEDMENT DEPTH FOR � �V�O� SIGN SUPPORTS AND POST TYPE BARRICADES � SHQUL� BE 3 FEET MINIMUM, UNLESS SPEC1FlED ELSEWHERE IN THE PLANS. DRIVEABLE SIGN SUPPORTS 2x6 (OPTIaNAL� MAY BE IJSED AND SHALL BE INSTALLED IiV ACCdRDANCE l�ITH THE MANUFACTURERS TYPE I{L] RECOMMENDATIONS. FOR TYPE 1 ANa 2 BARRICA�ES, BflTH 51�E5 TRA F FI � ��N TR�L TYPI�� L OF THE RAILS SHALL HAVE REFLECTIVE ORANGE AND REFLECTIVE WHITE STRIPING MEETING THE COL�R ANQ �I � �� I �� E� RETR�-REFLECTIVITY REQUIREMENTS QF �MS-83a0 QF� DM5-8310. � � J H W � J � REV. DATE REMARKS � U � � H U � 0 � o W �� P��o¢oFe�T CTR WESTLAKE N � 5�<<� F�"qs o STRE ET G � •�g � c go* U � *0 6°<• Q ��00000ssss��aeeoeeess�sss U TANYAN.WARBRITTON TRAFFIC CONTROL DETAILS � � �� 28�28 ��- '> Q O'�� CENS�O°`e��c. � 0 M �SS�ONAL"��G� TOWN OF WESTLAKE, TEXAS � � � 01/19/2021 �� PELOTON LAND SOLUTIONS �� TEXAS FIRM N0.12207 i i i i i 9800 HILLWOOD � : P E LOTO N PARKWAY,SUITE 250 0 �� FORT WORTH,TX 76177 � The seal appearing on this document was authorized I�I�I �A N D s o�u r i o N s PHONE:817-562-3350 �� TX FIRM NO 12207 0 by Tanya N. Warbritton, P.E. No. 128028. � o Alteration of a sealed document without proper notification DESIGNED: TNW DATE FILE SHEET = c� to the responsible engineer is an offense under the m � DRAWN: TCG/BCD o � Texas Engineering Practice Act JAN 2021 C802 % � CHECKED: KTW � END LEGENQ ROAD �IDRK EHD � Type 3 Barr i cade ■ ■ Channe� i z i ng Dev i�es c�a-� RDA� W�RK � Hea�ry Wark Veh i c I e � �t+en�atarted��y �� 48" X 24" G2U-2 �'� 48" J( �4" � Trailer Maunted � Pvrt�ble Ghan4eable �� L � L � F I ash i nq Arrow Board � Messaqe S i qn (FCA�S� }�' END � � � �' � � � � � � �;�� Traff i c F I ow ��3 ROAQ 1�QRK � L � o Q L� vr � L � � F I aq � F I agger ��+- aa G2�-2 �' � � � - �L+ 48" �i 2A" .E � o . �� Su9qested Moxim�m z� v x p ae8irol]le �Ainimum T+� � �- 4 p uy Posted Forrtulo To er Len ths 5pncing af 5i�n 5ufl9ested .+� a� � � � � P 9 Chonnelizin� Langitudinal }_ � t_7 � � 'r� ^ AG. 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W�� f+J�� / n yyy ��:-. �: � �o sao sso �za so � 2o soo ��o � i � +�rr�. �i/I� �� r. �. d G/� T /y /� /y/� � +�'� a �� ,7Lf f � �, �SV+ ��r � �lfr �V1/' 410� � k tl} �..�r.{Itii' C � � C � T r TT/�r p r /�i i pn/�i f7 � �F L i�y+■ �� M � � 7� I�� I I V 4�Q �7l � �� QVV 't f� .'r ��' C C � L� iM�� i�i m N ■ � 7FJ 7�J�i S�rJ� ��Q' ��+ � J�' ��' J��' 4i G}L �1Y� i � }� . a ,,��` � ° � � �r ConVent i pno I F{flods 4n I y a,�c � o g ,�t�� €� Taper I engths ha►�e been raunded af f. �4� r � y_��`' � 4�� na}�� L■L e n t h o f T a p e r�F T} W■Wi d t h a f 4 f f s e t i F T l 5■P o s t e d S p e e d{M P H} m�o �- 4 � '��'�',�'i o 6 � 7] � ''�+�� p �+ � TYP I CAL llSdGE aW - w';t-s• ■ � �� Pa►�ement ;�;,:;: � � ,`_,��,i o�� Mark i ng ��ti 1; � � � � m SH�RT SHDRT TERh� I NTERA�ED I ATE LaNG TERM ��} ISee nate 5} ,,;�,�_ � � � � I�AOBILE pURATION STATIONARY TERM STATIDNARY STATIONARY °k�� S" "7 a "n � � � � � v4� � � � � � o � GENERAL N�TES v�°� � ■ � a 1. F I a s attached to s i ns where Shown are REaUIREa t } iSee notes t5ee n�tes 6 & TJ Q 9 9 � • �� & �} * � 2. A I I traff i c cnntra I dev i ces i I I ustroted are REQUI REa, except those ,_ �� a den�ted w i th the tr i ong I e syrn�o I may be ami tted when stated e I sewhere i n P�Vement ■ • � � �� m �a�� the plans, or for routine maintenance u�rk� when �pproved ay the Engineer. ��v a ISee note 5? � 3. Channelizing devices used to �lose lanes may be supplemented �� •- } w� w i th the Chevr�n A I i gnment S i gn p I aced an every other channe I i�i ng � �� w � dev i ce. Chevr�ns may be atto�hed tv p I ast i� drums as per BC Stondords. � �� °° � � 0° 4. Channelizing devices used alvng the +�rork space or alang tangent sections ��o°°' may be supplemented with vertical panels �VPI ploced an everyother �~�� J � ChQnne I i z i ng dev i Ce. I f n i ght t i me Cond i t i anS moke i t d i f f i Cu I t to see at a �c� ; EX IT ■ . le�st twv VPs� the YPs may be placed Qn e�ch channelizing device. 5. The placement nf pavement markings may �e omitted on Intermediate-term 3 � stationary work zones with the apprnval nf the Enqineer. � ��SH � 6. 5hadow Veh i c I e w i th TIY1r4 and h i gh i ntens i ty rotat i ng, f I ash i ng,asc i I f at i ng J �l N E E5-1 � .r �� u�E or strobe I i ghts. Shodow Yeh i c I e w i th TMA and h i gh i ntens i ty rotot i ng, � � GLDSEQ 4$" x ��" NEXT flashing, osci � ��ting vr strvbe � ights. A 5r�adaw Vehic�e with a T�A Gw2D-5TR CL�SED �AMP shou I d be used anyt ime i t con be pvs i t ioned 3� to 10Q feet in adv�rtce qg�� x qg�� > > _�bT of the area of crew expasure without adwersely affectiny the perf�rmvnce � 10�4 FT � � qg�� x 3p�� or qua I i ty �f the work. I f w�rkers are no I anqer present but rood or work ��-�T cvnditians require the troffic contrvl to remqin in ploce, Type 3 �� 1�_�� 48 x 48 Barricades or ather channelizing devices may be substituted far th� 3�" X 1�" E�IT Sh�dow Yeh i C I e ond Th�A. � � 7. Additional Shadow Yehicles with TIYIAs moy be positioned in eoch � y � 1p'Min, closed lane, on the shoulder ar off the paved surface, next to those Q I�H �t o � shown in order ta protect a wider wark space. � ��E �RH ■ � � � Channel izing CLOSED cw� �-� EKIT a��$ �t � i CW2d-5TR 4S" x �0" * dPEN � 20` spocing as° x 4a�� ■ � �� +� J �8"� 7{ 42" ■ for I anez�I�osure � � M P°wement � det�ils if o I�ne . C�+i 5-3aP Mark i ng �� ,� ,. closure is needed � 3� x 1� {See notes 5 x ■ tv c I ase a I one a�D1�Fon �,, a wn i ch i s normo I I y ��$$�P��BP��+ 5�and�nd � � I reQuired tD enter R{3AD � � ' th� ramp. TRAF F I C C�NTR�L PLAN �roRK LANE �L��URE� QN 1 MILE see rc�c2-sQ� far adaance RAMP worn i nq siqns $�� T�� «�� D I 11 I DE D H I �H�YAYS far �ane c�vsure �ar advc�nne CL05ED CW2�-t�' warn ing s i gns AHEAD 48" x 48" fvr ��ne c�asure �F �o�s- T�P � � — I� � — � 8 See nate 1 } CW2QRP-3D TCP ��-fa� TCP �� -6b� TCP ��-5�� x �e�� E[LE: tCp2-B-�B.dgn �: �K: �: �K: _ �TxDOT Uecember 1985 coNT secT doa HioHw,ar � �NE LANE CL��URE L�4NE �L��URE NEAR E� I T R�4h�P5 LANE CL�SURE NEAR ENTRAN�E RAI�P� REVISIONS o isE i� 2-94 4-98 � � J �_gr� 2_12 UIST CWNTY SHEET N0. � a~ REV. DATE REMARKS � a� 1-9� 2-18 U � � H U � 0 � � o � � � � � �� oFe�T CTR WESTLAKE M � �,�p.oe,oe� F�-,95, o STRE ET G � •�g � c go* U � *0 6°<• Q ��00000ssss��aeeoeeess�sss U TANYAN.WARBRITTON TRAFFIC CONTROL DETAILS � � �� 28�28 ��- '> r� ��F ��ENS�� ' 0 .��. SS�ONAL"��G TOWN OF WESTLAKE, TEXAS � � � 01/19/2021 �� PELOTON LAND SOLUTIONS �� TEXAS FIRM N0.12207 i i i i i 9800 HILLWOOD � : P E LOTO N PARKWAY,SUITE 250 0 �� FORT WORTH,TX 76177 � The seal appearing on this document was authorized I�I�I �A N D s o�u r i o N s PHONE:817-562-3350 �� TX FIRM NO 12207 0 by Tanya N. Warbritton, P.E. No. 128028. � o Alteration of a sealed document without proper notification DESIGNED: TNW DATE FILE SHEET = c� to the responsible engineer is an offense under the m � DRAWN: TCG/BCD o � Texas Engineering Practice Act JAN 2021 C803 ; � CHECKED: KTW � ` � �� \� ' ; �/ NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST ' /,� o �� , a D ,� ��' �J,/ % �� ' o� . �� , � �� : , ��j,� 0 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: � . I ,�Q-�� /� � �� . o. � o� _ � ��!� �o � TEXAS 811 1-800-344-8377 " � � i �+p�/ %D� D:�� \ � � .� , � � " ��i� � � � � TOWN OF WESTLAKE 817-430-0941 i � �-I- ' :�/ � o o �� D. � � � ✓ ,/ j� o � � ATMOS GAS 888-286-6700 � 170 RETAIL / /j�D � ,� D � �� D� �� , /v j!�. � � TXU ELECTRIC DELIVERY 1-800-316-2135 � i ASSOCIATES LTD � \ \ y/ �, CALL BEFORE YOU DIG `�' o � DC2005-136072 � � �Q� � �� 170 \�� j� " . �' � CHARTER COMMUNICATIONS 1-800-344-8377 i DC2005-136073 / Q` �o , . y a��. ��/o � � �'/ TRI-COUNTY ELECTRIC 1-800-431-1541 � � � �/ � : , a � TEXAS �� a " - /Jj//a � � �\ I ,� /� � . � �� ^ � FOR OTHER FACILITIES 1-800-344-8377 / ' \ ' :%/ �l p: �" ,: �. � , .o . �� / `�. � '' � � � a, �. � � D_ '�i D. p , , //Q► , . , ,o �� , ��io. / PROJECT BENCHMARKS m . I . I / ` . � � • \ / - , /��'� . . . � � � i D �� J � %/O 'Q- � o � �. ,; � � �� - /i'� / 1 � BM NO. 1 31#4 INCH ALUMINUM CAP STAMPED "TOWN OF WESTLAKE GPS 8" � i Y U // _o D G �/'� /�� / I FOUND IN A GRASS PLAYGROUND NEAR THE MAIN ENTRANCE TO : i O �� . � / /�� o. �� a ' � // � / � / I WESTLAKE ACADEMY. BEING ± 116 FEET SOUTH OF A BUILDING, i Q = �� . �,/ `� � - � . a � � a ,� / I �-- � ± 110 FEET EAST OF A DOORWAY TO ANOTHER BUILDING, AND i O I � �� . Q `C` r � i�' / ± 305 FEET WEST OF THE INTERSECTION OF OTTINGER ROAD � I � / �//O o �� ' � o � . �� a � /� �i� /� �� I AND THE MAIN ENTRANCE TO WESTLAKE ACADEMY. D � � • �� - . . .p . / �- �� -, � --� '� �� . � .. :�, . o . a D, � o . j �/ �� / /� ELEVATION = 686.70 � � � /�G)� a a � � �, D � - �� ' � � BM NO. 2 X CUT IN THE CENTER OF A CURB INLET FOUND +/- 50 FEET / / / i / � � : �' /,� D � D � �, a � � o � � j� � � l__� � NORTHWEST OF THE SOUTHWEST CORNER OF HIGHWAY 114 X i �j , : p . - � � / .' � � ; EAST BOUND FRONTAGE ROAD BRIDGE OVER THE MAIN � � / � OUTFALL CREEK OF TURNER LAKE, AND +/- 15 FEET �G , �� o, ` � � ��. a�� "�. " ; � . D.. a � , /�\� � I NORTHEAST OF A POWER POLE. . -� � D i ��, - - �. . : Q �� Q � � /� /��0� � � I � ELEVATION = 605.54 , ii � a pP � � - �� i I . o ; � /� � o � . � . �°� � � � � � � . � - � �� a� � � � , - , � l X p . ,� �' : . � , �� D:. . a � � Cj�i /�� l j�/ � � � � ; ; � . � � "�P �� %� . �� a ° ''� � � . ,. � � � � :o . p� �� , � � . ��/ o. �� o, �� a , _ �o� � � �� ° �- ,� � coNSTRucrioN LEGEND � � , ° �/ � . , , . , . D D , . � � �� D�%f o o ENTRANCE � x ' a � . � � %� D , D� � � , .. �0� . D �// � 0 1 � , _ �o . ,� � a 4 .p D � a � // o SEDIMENT BARRIER � SB � SB � ��. a - // � o �. ` . � � . . �� . a - �� , � � �� a// �.�� ---__� �_� a, � o. f� D_, . � D:. � � � �. � . � , �D� o � /!� ,� � � \'� \� CONSTRUCTION o �°�° � . , �� . �� .� . , - � - �� : p . . � �� -��J�� ' � � �� ENTRANCE / EXIT oo� 000 o , a / \ � � � , D. �" , D. . � , D. .o . . a Dj� \ I \ I i �� ) � . .o � :p, � � , //� � �� p _ � p . . � a . o, � � _ � / \ \ , �� o , //J / � � � SURFACE FLOW ARROW —� D` ,, , . p � . , p D �// ,' �� \ � ��Zg' ' p > I X D., a , D� , o //// /�/ � � � WESTLAKE R 55 8I7 ACOCIATES LT > / - ��. � : , , : p . , . � � " � o - � i�j ,�' / I . � , „ / � , ` ` \ DC98-0118649 / /� INLET PROTECTION D� � � , D� � � � � � . � � a /� // 60' PUBLIC ACCESS FACILITY � ` / /� �� '� �� D:, �� EASEMENT BY SEPARATE � � , a : a � _ � _ �', , � , o � \_i-INSTRUMENT � � //� /� /�' � CHECK DAM � m ' . . , . \ D: �" �.; p . . p, � , , �� D j✓ /,,o� 1 / ,� / /� � ,� : D . , - ; , � �. � � � D �� .-o'�� '9 \ ,�/ i� // ,� , o D, o � ,,�+0 � \ � � /� � � /� . � ` o � � � � � � p. . . , � � ��+ � \ N �� l � __ � - a � � � o , a � � __——— � NOTE: . � , � � �� \ �^ \ � � �/ // \ �—_— _� AN APPROVED PERMIT ISSUED BY TEXAS DEPARTMENT . ;� � � D . : v, �. � // � � � � \ � � i � � — � �. D � o � D ' � — � / / � � �� OF TRANSPORTATION (TxDOT) SHALL BE REQUIRED PRIOR � o o � o � . � / � \ � / / � � �� I TO ANY WORK PERFORMED WITH THE TxDOT RIGHT-OF-WAY. p . . , . � , INSTALL. �_ / / � - —� " D. � a V/, . � � I 1 - ROCK CHECK DAM � � � / / / �� I � � .D • v � �� I � � \ \ �� // � � /_ � - \ � , � � .D, , ' . .� ' • �- / I ` \ � \ \� � / /� � . 4�p�i . \ _— �� .� ' . /� a . o, � . ., �. . ; �:o , � ; a ` \ , �� \/ \ � ,!� �o� o ' �`�_ ' o � � __---- � D � :D� � ` � . �D. . .� ,� , �� , a,� 0 � � i% � \ � � � , i �i � EX , o � ��o - �� I ti , \ \ � , � \ , , `� � : ..o� a,�� ..o� � ., ;D i% � \ � \ � �,° � -� �== � >�� a o _ j ,��"_� _I� . i �� \ � \ � � � __ I D . p. . .� ) � \ � � : / � , _��-� � . .� D_ �� o�: � . � -�, �. �� ; . `/ �.' l I �, � � � � � � a�� ' otI ° � ____=�� o, o, .� / � / / _ � � � i Q .. � �� _— 2 � . . �D , . , . . �. , � i / ► � \ � � � , , - o � � � � / � �� , _ .��—� � . , � . . .� . � D . �/ �— ..� / � � o � v y- �� f'� � �%--�—=-s2�� __ m �D. , .o . . ` ;�' � .a� /�. � � I � � � � � /! � � iii �=_—�_�� \� x . . o o � � , i I I � 1 �� / � - , a �� , a �� —�� 1l � \ � � /� c- ' '��' �\\� \� � � _ � � . . � � � .o .. � // I I � � / � o �,� � ,� a .o �' �� /j/ I �� ///, . . . //' � � I / / �� ' \`j��,, �= �E�� ,ii i/i�� =/� � �� . �� WESTLAKE RETAIL ASSOCIATES LTD . �. . � o� � � a � � / 55.877 AC � � �'� :- �. �� . �' � �� ;=/�%�i � _�� m Q . _ _ , . � � � � DC98-0118649 �✓ / /� ,- ;_. o � � P•� � l / %ii� /i�� ---------- � " .. , . . , . , p � . / ,. / � / / ��aZg / � � l /%�%� //// ��i ___——1- a , o . °: a. - o, � � � � � .%' PQ' ' /, / �� %— � � � . � � , � / � / / / � �i � . � � �, � c ,��;,�'� � l 1� �� %//j%�� I � lJ �� N � , � �� . .�� a . / '' / � � � /� / . �.�ti� � , ��, oc= SG�� / / l ��/�� / � � � � � — �. � ,� �. �.� / r � � o � �D:,�� . D / i �� / �� ' . � . o , � �� /� �� \��/ll � � �62a ,�`�`� �. o so �20 �so � . . . � / � � /' o '�. � �/� �\ / / N . � � � ,, o . � ," ' � � �� ` o o . -� �;%� � `�� i I �i �� r� � �� --- -- � � � � � � � � � � GRAPHIC SCALE IN FEET � . . . J � � a � � �� _62�� , � � � I � �D . - / � : " � D � �� WESTLAKE RETAIL ASSOCIATES LTD /� �'� o v � � � (�� /�� l . J �� REV. DATE REMARKS � X . � � ` .�/ DC 880118649 � �/� �/� , Q. ' �� / 1 (� � o � o � � � � III � � ( � � / , I � — . ��I �, � �-- � - , � �,. � _ � � 111 � � � w o °� �JI � �� i�� . —, ;, II�1 �� C..�.�� o / i � � , , . �a l `� � � m �� ' __ , � / 11 I oF = ,� �� _ � I < < CTR WESTLAKE � " O � � � � �� / �,� / . I I ,�p,'��,e��oeeTF-�-q o � D / /� �� / ' � . .�p ,� � I I I � ��` °�s � � ,� �f � �� ------ �ii� -' � ' / � - � '�II 6��! � .�e � eo. STREET G o � � � � � �/ �✓� /� / � a � CS KINROSS LAKE PARKWAY LLC I� �' I � *CCOOOOO66CCCCCOOOOOGt6s�«* � � / / / �',� \� � o ' � TRACT 1 I 'i I I I I TANYA N.WARBRITTON E RO S I O N & S E D I M E N T � % � � i \ � _ �/ � / , / 69.337 AC � � �II I `°`°° """°°° `��° CONTROL PLAN � U � X / � � r / �2`L DC2016-64107 I �I I ;� < ti � � o � � i l L i" ' I II I ��F`��80s8�°`6�� o � � � � �� --- � / �� I�II I �� SS��NAL`��G� TOWN OF WESTLAKE, TEXAS � � � \ � � _�� ,I�I� o�i I I �, � � � —�� / ��/ ' �� \ 1`�I�� 02 I I I I 01/19/2021 �i � // / / � � I PELOTON LAND SOLUTIONS �� , o � �m o I \ � / � / '/ / —� I I I I ` I I I TEXAS FIRM N0.12207 i i i i i 9800 HILLWOOD � , L ` � P E LOTO N \ I / I I I I l �I I •I•I PARKWAY,SUITE 250 0 I I I �� F O R T W O R T H,T X 7 6 1 7 7 � � � �II � I The seal appearing on this document was authorized I I I �A N D s o�u r i o N s PHONE:817-562-3350 �� o� I \ � �� I I I ` by Tanya N. Warbritton, P.E. NO. �ZHOZB. TX FIRM NO 12207 g � o � I �'�� i 6 I /� /-- Alteration of a sealed document without proper notification DATE FILE SHEET � o � \ \� � � ,/� II I 2a / DESIGNED: TNW = c� \ � �/ � �� I I to the responsible engineer is an offense under the m 6' _'-��, � - I � �� ,� ��'�,�. / �� '�' / � Texas Engineering Practice Act DRAWN: TCG/BCD JAN 2021 C901 � � CHECKED: KTW � LEI�GT�+ A5 SH�wN ON PLANS SILT �ENCE GENERAL NOTES: STABILIZED C�NSTRl.1CT1QN EMTRANC� G�NERAL NDTES: 51LT FENCE{MIN.HEIGHT 1, P�STS WHICH SIJPPORT THE 51LT FENCE SHALL 8E GRAaE TO Pf2EVENT RUNOFF FILTER FABRIC 24"AB�`JE E}CIST.GR�IlNL7} 4'I.ENGTH{lNIN.}��NC� INSTALLE❑ OIV a SLIGHT ANGLE T�WAR❑ THE ANTICIPATE� FRpM LEAVINC 51TE �L 1. S�4NE SHALL BE 3 �O 5 INCH DIAMETER C�ARSE �t�L<< R05TMAX.5'SPACING, RL.IN�FF S�URCE. PQST ML,1ST BE EMBEQDED A MIN[MUM QF 6" �niN. A�GREGATE. <<<�<<<<<<<< MIN. EMBEdMElV7=1' CQMPAGTEp EARTH ��4� L�tLL<<<L<<C� ONE FOOT. OR ROCK BACKFILL L�L LL�LLL<<<<C�LLL�L�� WIRE MESH BACiLfNG 2. LENGTH SHA�L BE AS SP�CIFIEo IN TH� SWPPP. �LLt�L�<<�L��LL<<LCZ�L 2. TH£ TOE OF THE 51LT FENCE SHALL BE TREiVCHE❑ IN WKTH - - - - - - - - - - <<L�<<<t�LL�Z�L�t�� - - - - - 3. THE THICI{NESS SHALL NQT BE LESS THAN 1� INCHES. �,��LZ�LLL��L`� A SPADE OR MECHANICAL TRENCHER, 50 THAT THE `:�?_��LC��L��4L ❑OWNSLDPE FACE DF THE TRENCH 15 FLAT AN❑ 4. THE WIDTH SHALL 8E NO L�SS THAN 7HE FULL VJI�TH ❑F ALL - "`�`�,� � PERPENDICULAR TO TH� LINE OF FLOW. WHERE �ENCE CAN�JOT E?CISTIIVG GRA-]� PAWEQ SURFACE POINTS �F INGRESS �R EGRESS. -i,�__,.... BE TRENCHED I�! (e.g. �AVEMENT), WEIGHT FABRIC FLAP WITH !��.-:I;,r_-r-•. 6"M{N. i"� �l�''=ii�= L� 'T � ROCK ON UPHILL SIDE T� PREVENT FLOW FROM SE�PING UNDER ji-J, �''�K-�` 1�, � , If�_r: ._-: �:' � � 5. WHEN NEC�SSARY, VEHICLES SHALL BE CLEANED TD REMQVE �y�_7�y� ��'-=��!';_ - �-��' FENCE. PROFILE VIEW SEDIti9ENT PRIdR TO ENTRANCE ONTO A PUBLIC ROAaWAY. WHEN ��oW --�� N.r.s. WASHING IS f2EQlJIRED, 17 SHALL BE Q4NE aN AN AREA � � � 3. TH� TRE�VCH MUST BE A MINIMUM OF 6 INCHES DEEP AND STABILIZEa WITH CRUSHED STflNE WITH D�AINAGE FLOWING AWAY fi INCHES WI�E TO ALL�W F�F2 THE 51LT FENCE FA6RIC T� BE FROM BOTH THE STREET AN� THE STABILIZED ENTRANCE. ALL TRENCH FABRIC TOE-iN SEaIh�ENT SHALL BE PREV�NTE� FR�M ENT�RIiJG ANY STORM LAI� IN THE GROUND AN❑ BACKFILLED WITH COMPACTED QRAIhJ, dITCH OR WATERC�URSE U51NG APPROV�D METHQpS. B��N' MAT�RIAL. SILT FENCE RADIUS fi, THE ENTRANCE SHALL BE MAINTAINED IN A C�NGITIdN WHICH ��M�N� 4, SILT FENCE SHQUL� BE SECURELY FA5�Eh1EQ �0 EACH = 5' MIN. EACH 51pF� WILL PREVEN7 TRACI{ING OR FLtiWING 4F SEDIM�NT DNT4 PAVE� SIJPPORT POST OR TO WfRE SACKfNG, WHICH fN TURN IS LENGTH A5 SHDwr� ow ��aMs I SURFAC�S. THIS MAY f2EQU1�2E PERIODIC TOP DRESSING WITH � ATTAGHEd TQ TH� F�NCE P�ST. THERE SHAL�. �E A 3 �OOT � � ADDITfONAL STONE A5 CON�ITIdNS QEMANO. ALL SE�IMENT � vvvv s'MAX�- OVERLAP, SECL.IP,ELY FAS�EN�D WHEf2E ENDS OF FABRfC MEET. � SPiLLEQ, DROPPE�, WASHED, �F2 7RACKED DN�q PAVEQ """"" GRADE 7fl ❑RAIN AWAY FROM ��%V��`+ � STABILIZATIpN AND STREET PAVED SURFACE � I SURFAC�S MU57 BE REM�VED IMMEDIATELY. Y�� I ��;�� 5. iNSPECTION SHALL BE A5 SPECIFIED IN THE SWPPP. �12 H �,,, ��,� 51LT FEN�� REPAlF2 OR REPLACEMENT SHALL $� MADE PROMP7LY A5 � 7. THE ENTRANC� MUST BE PROPERLY GRA�ED DR NCQf2PQRATE �"`�' " ��v�� y�'�' �� NEE�ED. � I A ORAINAGE SWALE TO PREVEN7 RUN�FF FROM LEAV N� 7HE �� v� I C�N�TRUCTIDN SITE. vv v��'��" .......,v...... � ��Y��,�ww 5. 51LT FENCE SHALL 8E REMQVE� NrHEN FINAL STABILIZATIQN V V V V V V V � � � $. PREV�NT 5H4f2TCUTTING OF THE FLJLL LENGTH OF THE v��"'v 15 ACHIEVED OR ANOTFiER ER0510N 0!? SEDIM�NT CdNTF20L I ��v�� ONCTRLJCTION ENTRANCE 8Y INSTALLING BARRIERS A5 v �vv� DEVICE IS EMPLDY�D. TRAN51TIbN Tfl � 112"FIL7ER vv vv .... .... � � NECESSARY. "v "�` �� vvvvv PAVED SUR�AC� � � ` "v�� •T��F 7. ACCUMULATED 51LT SHALL B� RENI�VED WHEN IT REACHES � 9. INSPECTION SHALL BE A5 SPECIFI�D IN 7FiE SWPPP. F� � v��' � S7oti�,EACH 51DE A DEPTH OF HALF THE HEIGHT OF THE �ENCE. THE S1LT �RAINAGE f�UST FLOW R�.W. � " ' ... ❑F SI�T FENCE AWAY FR�M ENTRANCE ,�� _ �.;, \ ,�� SHALL 8E DISPOSEQ �F AT AN APPRGVED 5lTE ANd IN SIJCH \� � � � A MANNER AS �� IVO� CONTRIBU�E �0 A�QITIDNAL SILTATIQN. P L A N VI E'JJ �,� r� ` N.T.S. �� STDNE �VERFL�W STRUCTURE STABILIZED C�NSTRUCTI�N H°"°�`°"°'T`.,,=`°°,=',°'�""°'"�°" ST""°.��e�""°"�.�"� STABI�IZED CONSTRUCTI�N * SI�T FENCE * 51LT �ENCE Nvrlh Ccmr�iTcw�Co�n�.-�I o'Cati•mmenls North C�•�lroi T�•..:n Ca�n�=i o!Co'.i•rnmems � � Norin Ccn'�ulTews Cc�..�:i nf GoremmenLs � �o� i i �02 �� 2D2.5 2��.s * E N TP,A N�E � °Pi� srwou�o ore►w+c rao o�� sruro�reo oR►rw�rw o+�r¢ sTumum o�rrrr�c no. o�� SiAX�AR�INlRWHC N0. ocT. '04 �o�oA E N TR AN CE � ocT. '04 ��oe � acT. 'a4 1 Q2aA � ocT. '04 �a2aa 5e�tion II 5tandard brawings as of D�tober 2004.Referen�e number only has heen updated for Fifth "5ection II 5tandard Drawings as of Qcto6er 2044.Reference numt�er only has been updated for Fifth 'FSection II Standard�rawings as of October 2004.Reference number only has been updated for Fifth "5e�tion II 5tandard�rawings as of O�toher 2004.Referen�e number only has been updated far Fifth Editivn 5pe�ifications.Publi�Works Constructian Standards Nor[h Centraf Texas,Fifth Fdifian. Editian Spe�ifcations.Pu�fic Works Consfrurtron 5[andQrds North Cenfra!Te�cas,Fifth Fditron. Edition 5pecifications. F�bfr�Warks Constru�tron Standords North�renrraf Texas,Fifth Editron. Edition 5pe[if[atians.Publi[Wvrks Constructron Standords North CentralTexas,Fifth Fditror+. CpN�RETE BLOCIt r WIRE SCREEN 314"FI�TER STONE �VER FLDW {1�Z�x1�2 � PONpING HEiGHT WAr�� PQNOfNG H�IG�iT 3�n"FILTER STC7NE � R�CK CHECK DAM GENERAL NOTES: WATER ❑ ❑ ❑ �vE'�F�oi,l, 1 A f� 1. STONE SHALL BE WELL GRA�� lh'ITH 51ZE f�ANG� FROM � ri /�/ r�� i � � �j�r � �j. f� �' � � \� 1 i . . r o 1Y2 TQ 3Yz INGH=S IN DIAMETER QEP�NDING ON EXPECTED �,�J�J �� \ � �;/�� Y j��'�t'�j�%� 1 11 ��7 0 � FL�W5. ��'�J �%��ti� �'�� i i�r`�''` CURe��t��T ��i�� .� �.,� WELL GRADED STONE � 2, TNE CH�CK DAM SHALL BE lNSPECTE❑ A5 SPECIFIED IN WIRE SCREE�f `� / �� \ ❑ROR INLET ��_ [5EE 51ZING CRITERlA} A ��rz�x�ra•y ��,��,��,��,� `�� .� TH� SWPPP ANp SHALL 6E REPLACEG WHEN TF�E PLACED OVER �� /��/�/4�/ *(/. �� j�� VlEW L��KING UPS�FREAM STRUCTl.1RE CEASES TQ FIJNCTION A5 INTEN�E❑ DIJE TO S�LT VERTICAL FACE �� / 2x�woo�STu� 1�,,� CATCH BA51N ACCUMULATION AMONG THE ROCKS, WASHOUT, CONSTRUCTI4N TRAF��IC �AMAGE, ETC CRC7SS SEC7IQN CROSS S�CTION 3. WHEN SILT REACHES A p�PTH E[�UAL TQ ONE-THIRQ QF TH� HEIGFkT ❑F TFkE CHECK ❑AM DR �NE FaOT, WHICHEVER IS LESS, TH� SILT SHALL BE REM�VED AND DISP�SED OF � BACK�F 51pEWALft GATGH SR51N ��w �► �I2 d 1� 2 PRDPERLY. �\��•lz-�c+ • °� �� 1 f ��,��r��,``,,,\,,i�,,��,�,��;� �'" `' 4. WHEN THE SITE HAS ACHIEVE❑ FINAL STABILIZATION OR ��'�N CONCRETE � � �� ANOTHER ER051(7N OR SEdfMENT CONTROL DEVICE IS G�,T� �� EMPLOYE�, THE CHECK aAM AN❑ ACCL.1MULATED 51LT SHALL s�ac+� i.� o gE REMOVED AfJD D15P05ED OF IN AhJ APPR�VE❑ MANNER. SECTI4N A - A 2x4 WOOa 5TU❑ N�„�,��•��:.�r�,..�.��,..�:: ,��.:.,.E•,�m,•��s 5r,��E�:,�,�,�� BACK OF CllRB CUf26{N�ET o � R�C K C H E�� D A M 2�2.9� CDNC�tETE 6�C] o o � o�� sruaouto ore�rwc'+a. 0 0 OCT. '04 1�SQB 0 0 *Section I!5tanclard Drawings as of Octoher 2004.Referen�e number only has been updated for Fi�th - 0 0 Edition Specifications.Publir Warks Construction Standards_North Centraf Texas,fifth Editron. 0 0 'L' = THE QISTANCE SUCH THAT POINTS 'A' AND � 'B' ARE OF E4L1AL ELEVATION. C � 0 0 314"FILTEF2 .�, � - S7QNE w 0 I I ---- POINT 'A' POINT 'B' � REV. DATE REMARKS � �. -----�---- - --- � w�R�SCI�EEIv � � w GQNC��TEB�QCK o (��z•x��x°] � U � 0 � �ia••�i�r�a srorv� SPACiN� BETWEEN CHECK �AMS � ��., Q w PLAN V1_W � � PLAN VIEW �P��pe�Fe�TF� TR WE TLAKE N � .��c � � �`9so. STREET G o �mnn r.ere,.v u•..�,n:..��i.:i r.��•„�n,�•nic STu�lo�m sp[pFlctiTon��cc NorthCeMral lc�.:YCnu••�i':.•Gn�rr..m�en[a STui0M0 SPECf�G�nOH� n��re�i,.:i n.,.,�.:�,�:��:::.:.,••„me�+s sY�M�SPECFIGY�W R� ° o IN�ET PR�TECTI�N-CURB * INLET PP.DTECTI�N-DR�P * RaCK CHECK DAM * *CCOOOOO66OOCCCCOOOOOetO°�°�* � � �0�.14 �t ��2.14 �, �0�.9 0000s OC666 o+�� sru�oueo orerw�c�v. w� sTu+uu+o oR►w+c xo. o�� SIANDMO pGlll�q N0. TANYA N.WARBRITTON cto E ROS I O N CO NT RO L D ETAI LS � ° � U � OCT. '04 114❑ OCT. '04 1130 OCT. 'fl4 1d6QA .o�ac s128028 ��- � Q �A � o � *Se�tion II Standard Orawings as of D�taber 2004.Referen�e number anly has been updated for Fifth "5e[tivn II 5tandard drawings as of�[taber 2D04.Reference number only has bee n updated for Fifth "5edion II 5tandard brawings as af O�taber 2�a4.Reieren�e numk�er only has been updated for Fifth �'�FS�/�EfNg��G��' a� � Edition 5peeifications.Pudlic Works Consrrurrion 5tandar�s North CeniralTexas,Fi�th Edrtior+. Editian 5pe�ifications.Pu6iir Works Cvnsrrurrion 5tandards North Central Texas,Fifth Edition. Edition Spe�ifications.P�bli�I+Vorks ConstrUttio�StQ�dards Norih Centra!Texas,Fifth Editio�. S�pNAL �� TOW N O F W E ST LAK E, T EXAS � �ti � � 01/19/2021 �� PELOTON LAND SOLUTIONS �� TEXAS FIRM N0.12207 i i i i i 9800 HILLWOOD � : P E LOTO N PARKWAY,SUITE 250 0 �� FORT WORTH,TX 76177 � The seal appearing on this document was authorized I�I�I �A N D s o�u r i o N s PHONE:817-562-3350 �� TX FIRM NO 12207 0 by Tanya N. Warbritton, P.E. No. 128028. � o Alteration of a sealed document without proper notification DESIGNED: TNW DATE FILE SHEET = c� to the responsible engineer is an offense under the m 6' Texas Engineering Practice Act DRAWN: TCG/BCD JAN 2021 C902 � � CHECKED: KTW � GENERAL NOTES ITYDROMULCH & SEED NOTES 1. Contractor shall provide all materials and labor to complete scope of work as indicated in documents. 1. Contractor shall scarify, rip and loosen all areas to be hydromulched to a minimum depth of 4" prior to topsoil and hydromulch installation. 2. All work shall be executed in accordance with all federal, state and local regulations, and shall comply with prevailing accessibility requirements. Contractor shall notify owner's representative of any portion of documents which conflict with regulations prior to construction. 2. Bermuda grass seed shall be extra-hulled and treated lawn type. Seeds shall be delivered to the site in its original unopened container, and shall meet Texas State Law requirements. 3. Contractor is responsible for securing all required permits, approvals and inspections related to scope of work. 3. Fiber shall be one hundred (100) percent Wood Cellulose Fiber, delivered to the site in its original unopened container, "Conwed"or equal. 4. Reference to"owner's representative" are made in these documents, and refers to the proJ'ect owner or designated representative, in addition to the owner's representative the contractor shall contact the landscape architect for design clarifications or additional information 4. Fiber Tack shall be delivered to site in its original unopened container and shall be"Terro-Tack one", as manufactured by Growers, Inc. or related to scope of work. equal. 5. Notify owner's representative 48 hours in advance of commencing work to coordinate project inspection schedule. 5. Hydromulch with Bermuda grass seed at a rate of two (2) pounds per one thousand (1000)square feet. 6. Drawings are based on survey data and design drawings provided by others. It is the contractors responsibility to verify existing conditions 6. If installation occurs between September 1 and April 1, all Hydromulch areas to be winter Ryegrass at a rate of four(4)pounds per one and shall notify owner's representative of any discrepancies between documents and actual site conditions prior to construction. Failure to thousand (1000)square feet. Contractor shall be required to re-hydromulch with Bermuda grass the following growing season. make such conflicts known to the owner's representative will result in the contractor's liability to relocate materials as directed. 7. In the event that Ryegrass is necessary due to time of year installation, it shall be the responsibility of the contractor to scalp existing 7. Do not proceed with any portion of work as indicated in documents if obstructions, discrepancies or unknown conditions are encountered. grass, bag clippings, and scarify soil to a depth of 1" prior to permanent lawn grass installation. Notify the owner's representative immediately for direction on how to proceed. 8. All lawn areas to be hydromulched shall have one hundred (100)percent coverage prior to final acceptance. 8. Contractor shall coordinate all work with other disciplines. 9. Contractor shall maintain all lawn areas until final acceptance. This shall include but not be limited to: mowing, watering,weeding, 9. Limits of work indicated on drawings, if any, are general in nature and are intended to define the general vicinity in with the scope of work cultivating, cleaning and replacing dead or bare areas to keep plants in a vigorous, healthy condition. exists. Actual limits of work shall include all areas necessary to complete scope of design intent. 10. Contractor shall guarantee establishment of acceptable turf areas and shall provide replacement from local supply as necessary. 10. Unless otherwise noted, all existing trees shall be protected. Do not park, drive, operate machinery or store materials within the dripline of existing trees. 11. Contractor to follow manufacturer's recommended seeding and irrigation rates for drill seed applications. 11. The contractor shall locate and verify all existing utility lines prior to planting or construction and shall report any conflicts to the owner's representative. Verify with owner pipe line locations prior to digging. Contractor shall exercise caution when working in the vicinity of IRRIGATION NOTES underground utilities. 1. All areas containing turf, ground cover, shrubs,trees, or other planted material shall be irrigated with a below ground, automatic irrigation 12. Contractor shall provide bid proposal listing unit prices for all material provided. system, designed and installed by a licensed irrigator. 13. Quantities shown on the plan are for the contractor's convenience only and are not guaranteed to be accurate. In the event of a 2. All irrigation systems shall be installed with rain and frost sensors, and shall meet all applicable state and local regulations. discrepancy between quantities shown on the plan and quantities shown on the list, the quantities shown on the plan shall apply. 3. All areas other than turf shall be irrigated using NetafimTM or approved equal subterranean drip. LANDSCAPE NOTES 1. All non-dimensioned plants symbols, edging and bed lines are diagrammatic and shall be scaled from drawings. 2. Stake the location of all proposed trees for approval by the owner's representative prior to commencement of planting. The owner's representative reserves the right to make minor adjustments to locations prior to planting. 3. Paint or string all edging and bed line locations on finish grade for approval by the owner's representative prior to installation. The owner's representative reserves the right to make minor adjustments to locations prior to planting. 4. Refer to details and specifications for plant pit dimensions and backfill requirements. 5. All plant material shall be maintained in a healthy growing condition as is appropriate for the season of the year. Plant material that is damaged, destroyed, or removed shall be replaced with plant material of similar size and variety within 30 days. Unless otherwise approved in writing by the owner or owner's representative. 6. All new plant material shall conform to the minimum guidelines established for nursery stock published by the American association of nurseryman, Inc. in addition, all new plant material for the project shall be of specimen quality. 7. All new plants shall be container-grown, unless otherwise noted on the plant list. 8. The general contractor shall supply all new plant material in quantities sufficient to complete the plantings shown on the drawings. 9. No trees shall be planted before acceptance of rough grading. Tree shall bear same relationship to finish grade as they bore to previous grade. 10. Contractor shall fine grade areas to achieve final contours as indicated. Planting bed areas to be excavated or left below final finished grade to accommodate for soil amendment/mulch. 11. All planting beds to be tilled to depth of 6" and, backfilled with 4"of organic mulch. 12. All planted areas to be mulched as specified in plan/details. 13. All landscaped areas are to be maintained in accordance with city regulations. 14. All plant varieties must come from a same source supplier in order to maintain a consistent appearance. 15. All container grown material must be of nursery stock conditions, with a well-established root system reaching the sides of the container, to maintain a firm ball when the container is removed, but shall not have excessive root growth encircling the inside of the container. 16. All shrub planting beds and lawn areas to be separated by steel edging unless otherwise noted. No steel to be installed adjacent to sidewalks, curbs or fences. 17. All required landscape areas shall be provided with an automatic underground irrigation system with rain and freeze sensors and evapotranspiration (et)weather-based controllers and said irrigation system shall be designed by a licensed irrigator. MAINTENANCE NOTES 1. The owner, tenant and their agent, if any, shall be jointly and severally responsible for the maintenance of all landscaping and irrigation.All required landscaping shall be maintained in a neat and orderly manner at all times. This shall include mowing, edging, pruning, fertilizing, watering,weeding, and other such activities common to the maintenance of landscaping. Landscaped areas shall be kept free of trash, litter,weeds, and other such material or plants not a part of the landscaping. All plant materials shall be maintained in a health and growing condition as is appropriate for the season of the year. All irrigation heads or lines which are broken shall be replaced or repaired to prevent the waste of water. 2. The owner shall be responsible for replacing all plant material, which shows dead branching over 75 percent or more of the normal branching pattern and repair of irrigation systems. Plant materials,which die, shall be replaced with plant material of similar variety and similar initial size. 3. Contractor shall provide a separate bid proposal for one year's maintenance to begin after final acceptance. GENERAL LAWN NOTES 1. Contractor shall coordinate operations and availability of existing topsoil with on-site construction manager. 2. Contractor shall leave lawn areas 1" below final finished grade. 3. Contractors shall fine grade areas to achieve final contours as indicated on the civil plans. Provide uniform rounding at the top and bottom of slopes and other breaks in grade. Correct irregularities and areas where water may stand. 4. All lawn areas shall be fine graded, irrigation trenches completely settled and finish grade approved by the owner's construction manager or N landscape architect prior to lawn installation. w � 5. Contractor shall remove all rocks 3/4"diameter and larger, dirt clods, sticks, concrete spoils, etc. prior to placing topsoil and lawn � installation. Z w 6. Contractor shall maintain all lawn areas until final acceptance. This shall include, but not be limited to: mowing,watering,weeding, � cultivating, cleaning and replacing dead or bare areas to keep plants in a vigorous, healthy condition. � � J 7. Contractor shall guarantee establishment of acceptable turf area and shall provide replacement from local supply if necessary. � v 0 0 SOLID SOD NOTES � a 1. Plant sod by hand to cover indicated areas completely. Ensure edges of sod are touching. Top dress joints by hand with topsoil to fill voids. _ 2. Roll grass areas to achieve a smooth, even surface, free from unnatural undulations. o REV. DATE REMARKS 3. Water sod thoroughly as sod operation progresses. � 4. If installation occurs between September 1 and March 1, all sod areas to be over-seeded with winter ryegrass, at a rate of four(4) pounds �> per one thousand (1000)square feet. � a� � 5. Sod shall be clean and reasonably free of weeds and noxious pest and insects. � � CTR WESTLAKE � � STRE ET G �� , sc,q,o LANDSCAPE °� � �o o�aoao F GENERAL NOTES � � ��°OPN A kq`- o 000�,y g � � �o �� TOWN OF WESTLAKE, TEXAS = � �o-� �o� m M � � o N�ooe��3111 °P� � 1 a� 9rF°OF°,`�T � ��= 9800 HILLWOOD o � P E LOTO N PARKWAY,SUITE 250 �� FORT WORTH,TX 76177 � 01/19/2021 ��I�� A N D s o�u r i o N s PHONE:817-562-3350 p TX FIRM NO 12207 � m O PELOTONLANDSOLUTIONS DATE FILE SHEET C° TEXASFIRMN0.12207 DESIGNED: CMK o N � DRAWN: CMK �' JAN 2021 L001 N � CHECKED: JAK % NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST , 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: , TEXAS 811 1-800-344-8377 � 1 � ,, � TOWN OF WESTLAKE 817-430-0941 • �� ,i ATMOS GAS 888-286-6700 � ►� � ' �► TXU ELECTRIC DELIVERY 1-800-316-2135 �� CALL BEFORE YOU DIG �� CHARTER COMMUNICATIONS 1-800-344-8377 !� TRI-COUNTY ELECTRIC 1-800-431-1541 �F' FOR OTHER FACILITIES 1-800-344-8377 - '' � . , I PROJECT BENCHMARKS :•; :t` `�;� � � X � BM NO. 1 31#4 INCH ALUMINUM CAP STAMPED "TOWN OF WESTLAKE GPS 8" 4',•':'•:�:•�•.'� ! � FOUND IN A GRASS PLAYGROUND NEAR THE MAIN ENTRANCE TO �;:. � � WESTLAKE ACADEMY. BEING ± 116 FEET SOUTH OF A BUILDING, . m ± 110 FEET EAST OF A DOORWAY TO ANOTHER BUILDING, AND ,'��:;�.;:,':,;:�:.�.' , �J ± 305 FEET WEST OF THE INTERSECTION OF OTTINGER ROAD : : � AND THE MAIN ENTRANCE TO WESTLAKE ACADEMY. .•.4�` ,.�. y � ELEVATION = 686.70 �' ` `•`j625�:•`� �`'� z BM NO. 2 X CUT IN THE CENTER OF A CURB INLET FOUND +/- 50 FEET �'�:�-.;., • : � � � NORTHWEST OF THE SOUTHWEST CORNER OF HIGHWAY 114 �;:•`4•;•�;� � EAST BOUND FRONTAGE ROAD BRIDGE OVER THE MAIN �'�' � ' � � OUTFALL CREEK OF TURNER LAKE, AND +/- 15 FEET �'� ��.��. ' m NORTHEAST OF A POWER POLE. ±60' � ELEVATION = 605.54 0 � r;:.`, - � ,��`�ST`i� :`��_ ` . . T v � / � \ � '��;�' '� � � � � � � 1 I \ � .`. '< m I \ � _\ / `��'� •�•�` •� V'� 1 � II \ �\ �� --_ �� •�`. ' r � / I � \ �� ---- --- \\ � •� e'•�•'`�••��•` 1 �� / � � I \ � �\ _--___-- --- \ / � �'``. � I � � � � _--- � � :.`��'.' •.fl:.�. ' G � � , �\ , � � �-- , � .:,,�;:, ..r X i I � � `� � ____ i � •`. `�•``'; � � ' ` � � \� --_ �> � � ,,-' ':' ';w• � W � � i \ � i � � i _ ,,�:,� :,�,..:• � � -A P� � � � � � � '�`:'' .!•••' � �I� ` � � � ' :•' •.� • • _ i � � � � � � '';,�:✓:.`+.' T :. �!'.�...,•., i i �� S X �i `� ' RE-ESTABLISH TURF 10' BERMUDA SEED ��, ' SS x `` ' � 6 FROM BACK OF CURB �'��'�� • . ., . O i � � � � � � �� - .:d.;.� , . � . - - /., - - • • � P< I � I � . `�. . '`�• �. . '�( . . . '�. . ' '�. . '�. . '�. . '�. . � I I � I f�t• :f•t• �� `:f•f• tt•t` , . sf•l••�� st � ' t :t�t• st•t• :t�l` s`f�t• - � (/D i �i i II .�,�,i.. .\,: ..�..;,•:. . .. - •• - .. _ �f•: . , �i � I � � � , .�\: ;s. ..``..'s. ,_:` ;`•;��,... ;s: . , .�• .s• .`s• :i• . i , � i � i F••' ,.,:,`; .�.';; •a::'.'�' . '�: i , i � �.i•��,�.. � .:•:. . � .;•:• '.t,•,: ��;:'. � 1 I �`1�. . '.�:••':•�• '.\:••':•�• :�•'`�•' ��..`•• ' . . .•• • .•• ' . � I � � . , �.,. ,�.. . �.,.' PROPOSED STORM . . . . . . . . . . . I � � I N ��:• •�.•.• �•:• 'I�.:•- � .\•:�'r•' N :.�r ' ' - - - - ` ' - � I �.•� .: •.� . :� DROP INLET :•a . :� � :.'�� :.', : ' (� .�.�, �.\ � .�. :l�.• �••,d:.•' r , : : : � ��Q W X \\✓1 % t.l, '�'` " " =- �* ^��.,;• , +i . ��t` BERMUDA SOD �t�e ' •t• . . `� I � .�,I; PROPOSED .`•'., , , _ _. , : � � ' STREET SIGN - - �.. - - - ,.`�.: , ::' ! � � �i.r . . . . � , - - �� , � : PROPOSED SANITARY SEWER �� ` i.,..•.'r.': �• �Zc, o PROPOSED STORM PIPE PROPOSED STORM INLET i x � � �,: `,�.� _ _ _ PROPOSED CONDUIT � � �• � � , . � � , � � � l ,� � � �� I ' � I I ' '�. � PROPOSED STREET SIGN � � _ _ — - — ,, � . � '� I ' � . ' � I � Q � , , PROPOSED . � `� I � :•i:'�: �, . STREET LIGHT o � : . `L_---'=' "°•'; ` . �� ` • ,.� •[': � . , '<�; � : , �. :,'< •,• •, • •, • � � m , � `. : .�.• '.i''. .i`.•. .'�Y'•,•.�1• PROPOSED SANITARY � ':�.:;: - •'. : •`. : •'. : '. : a�e :e : :r�r ,.�:� �� +I �� i � :r�r :i�r :��r .+�r � Q ; x � � `L ••�� ••' `� SEWER MANHOLE • • • �, � •.�:..•.ti:`..;: :a•;..: ', � X I � , � .;�i.::..,'.••�t.i�.•t•..•,�, '.{•.•;;.':•' - • .. . - • .. . -• .. _ � ii w � •1•.;•,• `•i• •.'w�• `,i . . ' �•.•. . . . - ,i i 2 � i x ' I• �I' �� i I („) ' �' w � . � ' RE-ESTABLISH TURF i; � I i i BERMUDA SOD � ,' � � 10' FROM BACK OF CURB � � I �� ' � ' BERMUDA SEED RE-ESTABLISH TURF TO ►X p, � /' BACK OF CURB OF SH X � 170 FRONTAGE ROAD w � 0 40 80 120 � N Z GRAPHIC SCALE IN FEET � � P LAN T S C H E D U L E REV. DATE REMARKS a a U � J U SYMBOL BOTANICAL NAME COMMON NAME QUANTITY CONDITION / REMARKS o � o � TURF CTR WESTLAKE _ � � STRE ET G � � Cynodon dactylon Bermudagrass Sod ± 11 ,030 square feet Lawn solid sod, regional, drought tolerant - refer to notes � LAN DSCAPE �> ��`� S�'4'°F PLANTING PLAN " poQ000aoaoeo ,� ; � � Cynodon dactylon Bermudagrass Seed ± 92,430 square feet Lawn seed, regional, drought tolerant - refer to notes �``'�`PN A' kq°°° `'y � � � � p �-°� � �, M � �o �°�� TOWN OF WESTLAKE, TEXAS ° � � 0 �o� �a� �, � NOTE: ° N°°oo ° � �n � °o, 3111 00� Q� �i 1 . PLANT LIST IS AN AID TO BIDDERS ONLY. CONTRACTOR SHALL VERIFY ALL QUANTITIES ON PLAN. qr °°°°°°°°°° �+ ;_;;; 9800HILLWOOD � F OF � '0 �� P E LOTO N PARKWAY,SUITE250 0 2. ALL HEIGHTS AND SPREADS ARE MINIMUMS. ALL PLANT MATERIAL SHALL MEET OR EXCEED REMARKS AS INDICATED. ^ FORTWORTH,TX76177 � I�III L A N D s o�u r i o N s PHONE:817-562-3350 �� 3. PROVIDE BERMUDA SEED TO FULL LIMITS OF DISTURBANCE. LIMITS OF WORK SHOWN IS APPROXIMATE & IS TO BE VERIFIED BY THE CONTRACTOR. 01/19/2021 TXFIRMN012207 0 � EXTENTS OF BERMUDA SEED AREA TO BE IRRIGATED WITH ABOVE GROUND TEMPORARY IRRIGATION. PE�oroN�aN�so�uTioNs Q c� DATE FILE SHEET � o TEXASFIRMN0.12207 DESIGNED: CMK = � DRAWN: CMK JAN 2021 L 101 � CHECKED: JAK SECTION 32 9300- LANDSCAPE PART 1 -GENERAL 1.1 REFERENCED DOCUMENTS 1.7 QUALITY ASSURANCE E. Trees shall be healthy, full-branched, well-shaped, and shall meet the minimum trunk and B. Plant materials shall be delivered to the site only after the beds are prepared and areas are diameter requirements of the plant schedule. Balls shall be firm, neat, slightly tapered and well ready for planting. All shipments of nursery materials shall be thoroughly protected from A. Refer to Landscape Plans, notes, details, bidding requirements, special provisions, and schedules A. General: Comply with applicable federal, state, county and local regulations governing landscape wrapped in burlap. Any tree loose in the ball or with a broken root ball at time of planting will be the drying winds during transit. All plants which cannot be planted at once, after delivery to for additional requirements. materials and work. rejected. Balls shall be ten (10") inches in diameter for each one(1") inch of trunk diameter, the site, shall be well protected against the possibility of drying by wind and Balls of earth of measured six (6")inches above ball. 4Nomenclature confirms to the customary nursery usage. B & B plants shall be kept covered with soil or other acceptable material. All plants remain 1.2 DESCRIPTION OF WORK B. Personnel: Employ only experienced personnel who are familiar with the required work. Provide full For clarification, the term "multi-trunk' defines a plant having three (3)or more trunks of nearly the property of the Contractor until final acceptance. time supervision by a qualified foreman acceptable to Landscape Architect. equal diameter.) A. Work included: Furnish all supervision, labor, materials, services, equipment and appliances required to C. Position the trees and shrubs in their intended location as per plan. complete the work covered in conjunction with the landscaping covered in these specifications and C. Selection of Plant Material: F. Pruning: All pruning of trees and shrubs, as directed by the Landscape Architect prior to final landscaping plans, including: acceptance, shall be executed by the Landscape Contractor at no additional cost to the Owner. D. Notify the Owner's Authorized Representative for inspection and approval of all positioning 1. Make contact with suppliers immediately upon obtaining notice of contract acceptance to select of plant materials. 1. Planting (trees, shrubs and grasses) and book materials. Develop a program of maintenance pruning and fertilization)which will 2.2 SOIL PREPARATION MATERIALS 2. Bed preparation and fertilization ensure the purchased materials will meet and/or excee project specifications. E. Excavate pits with vertical sides and horizontal bottom. Tree pits shall be large enough to 3. Notification of sources A. Sandy Loam: permit handling and planting without injury to balls of earth or roots and shafl be of such 4. Water and maintenance until final acceptance 2. Substitutions: Do not make plant material substitutions. If the specified landscape material is not depth that,when planted and settled, the crown of the plant shall bear the same relationship 5. Guarantee obtainable, submit proof of non-availability to Landscape Architect, together with proposal for 1. Friable, fertile, dark, loamy soil, free of clay lumps, subsoil, stones and other extraneous to the finish grade as it did to soil surface in original place of growth. use of equivalent material. At the time bids are submitted, the Contractor is assumed to material and reasonably free of weeds and foreign grasses. Loam containing Dallasgrass 1.3 REFERENCE STANDARDS have located the materials necessary to complete the job as specified. or Nutgrass shall be rejected. F. Shrub and tree pits shall be no less than twenty-four(24") inches wider than the lateral dimension of the earth ball and six(6") inches deeper than it's vertical dimension. Remove A. American Standard for Nursery Stock published by American Association of Nursery men: 27 October 3. Landscape Architect will provide a key identifying each tree location on site. Written verification 2. Physical properties as follows: and haul from site all rocks and stones over three-quarter(3/4") inch in diameter. Plants 1980, Edition; by American National Standards Institute, Inc. (Z60.1)- plant material will be required to document material selection, source and delivery schedules to site. should be thoroughly moist before removing containers. a. Clay-between 7-27 percent B. American Joint Committee on Horticultural Nomenclature: 1942 Edition of Standardized Plant Names. 4. Measurements: Measure trees with branches and trunks or canes in their normal position. Do b. Silt-between 15-25 percent G. Dig a wide, rough sided hole exactly the same depth as the height of the ball, especially at not prune to obtain required sizes. Take caliper measurements six inches above ground for c. Sand -less than 52 percent the surface of the ground. The sides of the hole should be rough and jagged, never slick or C. Association of Nurserymen, Grades and Standards trees up to and including 4"caliper size, and twelve inches above ground for larger sizes. glazed. Measure main body of all plant material of height and spread dimensions, do not measure from 3. Organic matter shall be 3°/o-10% of total dry weight. D. Hortis Third, 1976-Cornell University branch or root tip-to-tip. H. Percolation Test: Fill the hole with water. If the water level does not percolate within 24 4. If requested, Landscape Contractor shall provide a certified soil analysis conducted by an hours, the tree needs to move to another location or have drainage added. Install a PVC 1.4 NOTIFICATION OF SOURCES AND SUBMITTALS 5. Owner's Authorized Representative shall inspect all plant material with requirements for genus, approved soil testing laboratory verifying that sandy loam meets the above requirements. stand pipe per tree planting detail as approved by the Landscape Architect if the species, cultivar/variety size and quality. percolation test fails. A. Samples: Provide representative quantities of sandy loam soil, mulch, bed mix material, gravel and B. Organic Material: Compost with a mixture of 80%vegetative matter and 20% animal waste. crushed stone. Samples shall be approved by Owner's Authorized Representative before use on 6. Owner's Authorized Representative retains the right to further inspect all plant material upon Ingredients should be a mix of course and fine textured material. I. Backfill only with native soil. When the hole is dug in solid rock, topsoil from the same area the project. arrival to the site and during installation for size and condition of root balfs and root systems, should not be used. Carefully settle by watering to prevent air pockets. Remove the burlap limbs, branching habit, insects, injuries and latent defects. C. Sharp Sand: Sharp sand must be free of seeds, soil particles and weeds. from the top 1 of the ball, as well as all nylon, plastic string and wire. Container trees will 1.5 JOB CONDITIONS usually be root bound, if so follow standard nursery practice of'root scoring'. 7. Owner's Authorized Representative may reject unsatisfactory or defective material at any time D. Mulch: Double Shredded Hardwood Mulch, partially decomposed, dark brown. A. General Contractor to complete the following punch list: Prior to Landscape Contractor initiating any during the process work. Remove rejected materials immediately from the site and replace with J. Do not wrap trees. portion of landscape installation, General Contractor shall leave planting bed areas three (4.5") inches acceptable material at no additional cost to the Owner. Plants damaged in transit or at�ob site E. Organic Fertilizer: Fertilaid, Sustane, or Green Sense or equal as recommended for required below final finish grade of sidewalks, drives and curbs as shown on the drawings. All lawn areas to shall be rejected. applications. Fertilizer shall be delivered to the site in original unopened containers, each K. Do not over prune. receive solid sod shall be left one (1") inch below the final finish grade of sidewalks, drives and curbs. bearing the manufacturer's guaranteed statement of analysis. All construction debris shall be removed prior to Landscape Contractor beginning any work. 1.8 PRODUCT DELIVERY, STORAGE AND HANDLING L. Mulch the top of the ball. Do not plant grass all the way to the trunk of the tree. Leave the F. Commercial Fertilizer: 10-20-10 or similar analysis. Nitroqen source to be a minimum 50% slow area above the top of the ball and mulch with at least two (2") inches of specified mulch. B. Storage of materials and equipment at the job site will be at the risk of the Landscape Contractor. A. Preparation: release organic Nitrogen (SCU or UF)with a minimum 8/o sulfur and 4°/o iron, plus micronutrients. The Owner cannot be held responsible for theft or damage. M. All plant beds and trees to be mulched with a minimum settled thickness of two (2") inches 1. Balled and Burlapped (B&B) Plants: Dig and prepare shipment in a manner that will not G. Peat: Commercial sphagnum peat moss or partially decomposed shredded pine bark or other over the entire bed or pit. 1.6 MAINTENANCE AND GUARANTEE damage roots, branches, shape and future development. approved organic material. N. Obstruction below ground: In the event that rock, or underground construction work or A. Maintenance: 2. Container Grown Plants: Deliver plants in rigid container to hold ball shape and protect root 2.3 MISCELLANEOUS MATERIALS obstructions are encountered in any plant pit excavation work to be done under this section, mass. alternate locations may be selected by the Owner. Where locations cannot be changed, the 1. The Landscape Contractor shall be held responsible for the maintenance of all work from the time A. Steel Edging: 3/16"x 4"x 16'-dark green, DURAEDGEO steel landscape edging manufactured obstructions shall be removed to a depth of not less than three (3')feet below grade and no of planting until final acceptance by the Owner. No trees, shrubs, groundcover or grass will be B. Delivery: by The J.D. Russell Company under its trade name DURAEDGE Heavy Duty Steel . less than six (6") inches below the bottom of ball when plant is properly set at the required accepted unless they show healthy growth and satisfactory foliage conditions. grade.The work of this section shall include the removal from the site of such rock or 2. Maintenance shall include watering of trees and plants, cultivation, weeding spraying, edging, pruning 1. Deliver packaged materials in sealed containers showing weight, analysis and name of B. Staking Material for Shade Trees: refer to details. underground obstructions encountered at the cost of the Landscape Contractor. of trees, mowing of grass, cleaning up and all other work necessary of maintenance. manufacturer. Protect materials from deterioration during delivery and while stored on site. 3. A written notice requesting final inspection and acceptance should be submitted to the Owner at least C. Gravel: Washed native pea gravel, graded 1 inch to 1-1/2 inch. O. Trees and large shrubs shall be staked as site conditions require. Position stakes to secure seven (7) days prior to completion. An on-site inspection by the Owner's Authorized Representative 2. Deliver only plant materials that can be planted in one day unless adequate storage and trees against seasonal prevailing winds. will be completed prior to written acceptance. watering facilities are available on job site. D. Filter Fabric: 'Mirafi Mirascape' by Mirafi Construction Products or approved equal. P. Pruning and Mulching: Pruning shall be directed by the Landscape Architect and shall be B. Guarantee: 3. Protect root balls by heeling in with sawdust or other approved moisture retaining material E. Decomposed Granite: Base material shall consist of a natural material mix of granite aggregate pruned in accordance with standard horticultural practice following Fine Pruning, Class I if not planted within 24 hours of delivery. not to exceed 1/8"diameter in size and shall be composed of various stages of decomposed pruning standards provided by the National Arborist Association. 1. Trees, shrubs and groundcover shall be guaranteed for a twelve (12) month period after final earth base. acceptance. The Contractor shall replace all dead materials as soon as weather permits and upon 4. Protect plants during delivery to prevent damage to root balls or desiccation of leaves. 1. Dead wood, suckers, broken and badly bruised branches shall be removed. General notification of the Owner. Plants, including trees, which have partially died so that shape, size, or Keep plants moist at all times. Cover all materials during transport. PART 3- EXECUTION tipping of the branches is not permitted. Do not cut terminal branches. symmetry have been damaged, shall be considered subject to replacement. In such cases,the opinion of the Owner shall be final. 5. Notify Owner's Authorized Representative of delivery schedule 72 hours in advance job site. 3.1 BED PREPARATION & FERTILIZATION 2. Pruning shall be done with clean, sharp tools. a. Plants used for replacement shall be of the same size and kind as those originally planted 6. Remove rejected plant material immediately from job site. A. Landscape Contractor to inspect all existing conditions and report any deficiencies to the 3. Immediately after planting operations are completed, all tree pits shall be covered with a and shall be planted as originally specified. All work, including materials, labor and Owner. layer of organic material two(2") inches in depth. This limit of the organic material for equipment used in replacements, shall carry a twelve (12) month guarantee. Any damage, 7. To avoid damage or stress, do not lift, move, adjust to plumb, or otherwise manipulate plants trees shall be the diameter of the plant pit. including ruts in lawn or bed areas, incurred as a result of making replacements shall be by trunk or stems. B. All planting areas shall be conditioned as follows: immediately repaired. Q. Steel Curbing Installation: PART 2- PRODUCTS 1. Prepare new planting beds by scraping away existing grass and weeds as necessary. b. At the direction of the Owner, plants may be replaced at the start of the next year's planting Till existing soil to a depth of six (6') inches prior to placin� compost and fertilizer.Apply 1. Curbing shall be aligned as indicated on plans. Stake out limits of steel curbing and season. In such cases, dead plants shall be removed from the premises immediately. 2.1 PLANTS fertilizer as per Manufacturer's recommendations. Add six(6") inches of compost and till obtain Owners approval prior to installation. into a depth of six(6") inches of the to soil. Apply organic fertilizer such as Sustane or c. When plant replacements are made, plants, soil mix, fertilizer and mulch are to be utilized as A. General: Well-formed No. 1 grade or better nursery grown stock. Listed plant heights are from tops Green Sense at the rate of twenty(20�pounds per one thousand (1,000)square feet. 2. All steel curbing shall be free of kinks and abrupt bends. originally specified and re-inspected for full compliance with the contract requirements. All of root balls to nominal tops of plants. Plant spread refers to nominal outer width of the plant, not to replacements are to be included under"Work"of this section. the outer leaf tips. Plants will be individually approved by the Owner's Authorized Representative 2. All planting areas shall receive a four(4") inch layer of specified mulch. 3. Top of curbing shall be 1 " maximum height above final finished grade. and his decision as to their acceptability shall be final. 2. The Owner agrees that for the guarantee to be effective, he will water plants at least twice a week 3. Backfill for tree pits shall be as follows: Use existing top soil on site (use imported topsoil 4. Stakes are to be installed on the planting bed side of the curbing, as opposed to the during dry periods and cultivate beds once a month after final acceptance. B. Quantities: The drawings and specifications are complimentary. Anything called for on one and not as needed)free from large clumps, rocks, debris, caliche, subsoils, etc., placed in nine (9") grass side. the other is as binding as if shown and called for on both. The plant schedule is an aid to bidders inch layers and watered in thoroughly. 3. The above guarantee shall not apply where plants die after acceptance because of injury from only. Confirm all quantities on plan. 5. Do not install steel edging along sidewalks or curbs. storms, hail, freeze, insects, diseases, in�ury by humans, machines or theft. C. Grass Areas: C. Quality and size: Plant materials shall conform to the size given on the plan, and shall be healthy, 6. Cut steel edging at 45 degree angle where edging meets sidewalks or curbs. 4. Acceptance for all landscape work shall be given after final inspection by the Owner provided the job symmetrical, well-shaped, full branched and well rooted. The plants shall be free from injurious 1. Blocks of sod should be laid joint to J'oint(staggered joints)after fertilizing the ground first. is in a complete, undamaged condition and there is a stand of grass in all lawn areas. At that time, insects, diseases, injuries to the bark or roots, broken branches, objectionable disfigurements, Roll grass areas to achieve a smooth even surface. The�oints between the blocks of sod 3.3 CLEANUP AND ACCEPTANCE the Owner will assume maintenance on the accepted work. insect eggs and larvae, and are to be of specimen quality. should be filled with topsoil where they are evidently gaped open, then watered thoroughly. A. Cleanup: During the work, the premises shall be kept neat and orderly at all times. C. Re airs:An necessa re airs under the Guarantee must be made within ten 10 da s after receivin D. A roval:All lants which are found unsuitable in rowth or are in an unhealth badl sha ed or Stora e areas for all materials shall be so or anized so that the too are neat and orderl . P � ry P � ) Y 9 PP P � Y Y,, Y P 9 9 Y, , Y notice, weat er permitting. In the event the Landscape Contractor does not make repairs accordingly, undersized condition will be rejected by the Owners Authorized Representative either before or 3.2 INSTALLATION All trash and debris shall be removed from the site as work progresses. Keep paved areas the Owner, without further notice to Contractor, may provide materials and men to make such repairs at after planting and shall be removed at the expense of the Landscape Contractor and replaced with clean by sweeping or hosing them at end of each work day. the expense to the Landscape Contractor. acceptable plant as specified at no additional cost to the Owner. A. Maintenance of plant materials shall begin immediately after each plant is delivered to the site and shall continue until all construction fias been satisfactorily accomplished. END OF SECTION � � � U W a � a U � J U v 0 0 0 N Q> > _ N O REV. DATE REMARKS o Q U .� U '> a� � Ef-} � � CTR WESTLAKE � � STRE ET G �� , sc,q,o LANDSCAPE °� �o 0000�aoaoe F.� SPECIFICATIONS AND DETAILS o � ��°°OPN A k��-°°��` � c� M � �o �� TOWN OF WESTLAKE, TEXAS = � �`�' �°� � � o N�ooe��3111 °P� � 1 a� 9rF°OF°,`�T � ��= 9800 HILLWOOD o � P E LOTO N PARKWAY,SUITE 250 �� FORT WORTH,TX 76177 � 01/19/2021 ��I�� A N D s o�u r i o N s PHONE:817-562-3350 p TX FIRM NO 12207 � m O PELOTONLANDSOLUTIONS DATE FILE SHEET C° TEXASFIRMN0.12207 DESIGNED: CMK o N � DRAWN: CMK �' JAN 2021 L 102 N � CHECKED: JAK % NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST , 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: TEXAS 811 1-800-344-8377 � 1 , o TOWN OF WESTLAKE 817-430-0941 — —, ` J ATMOS GAS 888-286-6700 TXU ELECTRIC DELIVERY 1-800-316-2135 CALL BEFORE YOU DIG CHARTER COMMUNICATIONS 1-800-344-8377 _- II TRI-COUNTY ELECTRIC 1-800-431-1541 � FOR OTHER FACILITIES 1-800-344-8377 II PROJECT BENCHMARKS BM NO. 1 31#4 INCH ALUMINUM CAP STAMPED "TOWN OF WESTLAKE GPS 8" II FOUND IN A GRASS PLAYGROUND NEAR THE MAIN ENTRANCE TO I WESTLAKE ACADEMY. BEING ± 116 FEET SOUTH OF A BUILDING, ± 110 FEET EAST OF A DOORWAY TO ANOTHER BUILDING, AND ± 305 FEET WEST OF THE INTERSECTION OF OTTINGER ROAD IIAND THE MAIN ENTRANCE TO WESTLAKE ACADEMY. � ' ELEVATION = 686.70 � II BM NO. 2 X CUT IN THE CENTER OF A CURB INLET FOUND +/- 50 FEET � NORTHWEST OF THE SOUTHWEST CORNER OF HIGHWAY 114 � EAST BOUND FRONTAGE ROAD BRIDGE OVER THE MAIN II OUTFALL CREEK OF TURNER LAKE, AND +/- 15 FEET � NORTHEAST OF A POWER POLE. \ � ELEVATION = 605.54 I II � \ III � � � III I . _ � 1 � �� / I \ BEGIN ABOVE GROUND TEMPORARY IRRIGATION TO U' � � ESTABLISHMENT.ALL COMPONENTS SHALL BE REMOVED \ � _� AFTER 90 DAY PERIOD OR UNTIL TURF ESTABLISHMENT - � REQUIREMENTS HAVE BEEN APPROVED BY OWNER'S 11 II REPRESENTATIVE.REF.LANDSCAPE PLAN FOR EXTENTS. / \ e � � � � GENERAL NOTES: ,� � � / , � .� , � � � I I � ��/ I . REFERENCE SHEET IR102 FOR IRRIGATION DETAILS. �I � � � - ' _ _ I � — — 2. IRRIGATION EQUIPMENT SUBMITTAL MAY I \ I INCLUDE REQUEST FOR EQUALS. APPROVAL MUST I � I BE GRANTED FOR ANY SUBSTITUTIONS. I . I I BEGINABOVEGROUNDTEMPORARYIRRIGATIONTO CONTRACTOR SHALL COORDINATE WITH I I ESTABLISHMENT.ALL COMPONENTS SHALL BE REMOVED I �. COORDINATEWITHOWNERIFABOVE AFTER90DAYPERIODORUNTILTURFESTABLISHMENT I TOWN MAINTENANCE STAFF FOR PREFERRED I � CV GROUND TEMPORARY IRRIGATION CAN REQUIREMENTS HAVE BEEN APPROVED BY OWNER'S �_— � UTILIZE HYDRANT WITH METER AS SOURCE. �� REPRESENTATIVE.REF.LANDSCAPE PLAN FOR EXTENTS. EQ U I PM E NT. ---- — II CON RACTOR COORDINATE WITH OWNER AND ADJACENT PRO�CT WIT MAKING CONNECTION TO PERMANENT, \ — AUTOMATIC SYSTEM.NOTED ITEMS TO COORDINATE INCLUDE, - _ — — _ �I ___� — BUT NOT LIMITED TO,SIZE OF MAIN LINE,ABILITV FOR EXPANSION _ _ \ — REMOTE CONTROL VALVE, _ �� ONCONTROLL�R,PRESSUREISSUFFICIENTFOREXPANSION. � TYP.REF.DETAILB/IR004 II �. REFERENCE IRRIGATION NOTES FOR PROPER \ I — — --1 I 01 — COORDINATE WITH TxDOT ON EXTENDING WITH I — 02 SPRAYZONEINR.O.W.TEMPORARYMAYBE LOCATION OF IRRIGATION EQUIPMENT. I 1" CONTRACTOR SHALL SIZE MAIN LINE 1" REQUIRED WITHIN A SPECIFIED DISTANCE. � I BASED ON COORDINATION WITH � � I z_�s�v 8�5 gpm ADJACENT SYSTEM IF CONNECTED 9.25 gpm Q � I i O � 4. COORDINATION IS REQUIRED FOR INSTALLATION ---- --- ------------------------------------- � C� � r �5 .. . -------------------� W � _ — — . OF ANY ADDITIONAL IRRIGATION SLEEVES WITH I �� QUICK COUPLER,TYP;REF. �' QUICK COUPLER,TYP;REF. I II � OF � � � � DETAILD/SHEETIR102 DETAILD/SHEETIR102 ( I C� CONTRACTOR, IF NECESSARY. REF. CIVIL LAYOUT -�� ,,,, T�C � i; i � ' � Q F-=— PLAN FOR SLEEVING BEING INSTALLED WITH ��P.�� +.�� I � � *a� � ��... s �s �e �e �s �s �s �s �� s I/ 7 C IF N .HA I \ ( �--'=-------- ------------------------------------- — ----------75-- � � _ ROADWAY. � � N 2"SLV �i -- 03 � Q � �� 8221 \GP � I O4 REMOTE CONTROL VALVE, � �L LL s � \ , TYP.REF.DETAIL B/IR004 �� IF PRES�REi�tLOWS FOR ENDING MAIN LINE 1 ' — FD 1 R �� 975 gpm ON EACH SIDE OF ROADWAY,CONTRACTOR �� v I BEGIN ABOVE GROUND TEMPORARY IRRIGATION TO MAY END.IF PRESSURE IS NECESSARY TO BE \ �p m I 9 9pm � ESTABLISHMENT.ALL COMPONENTS SHALL BE MAINTAINED,CONTRACTOR SHALL CONTINUE � � u � I ` REMOVED AFTER 90 DAY PERIOD OR UNTIL TURF � WITH LOOP OF MAIN LINE. w G 3/24/2 0 20 � ESTABLISHMENT REQUIREMENTS HAVE BEEN APPROVED BY OWNER'S REPRESENTATIVE.REF. LANDSCAPE PLAN FOR EXTENTS. � �I � II —_ II � G � / I I I \ / COORDINATE WITH TxDOT ON EXTENDING WITH � � SPRAY ZONE IN R.O.W.TEMPORARY MAY BE / \/ � REQUIRED WITHIN A SPECIFIED DISTANCE. I = < �� I I I � � � � � DESCRIPTION MANUFACTURER/MODEL REMARKS 0 40 80 120 IOI REMOTE CONTROL VALVE RAINBIRD/PEB SERIES REFERENCE THIS S11EET FOR SIZES GRAPHIC SCALE IN FEET � QUICK COUPLING VALVE HUNTER/33-DRC INCLUDE SPEARS BALL VALVE. REV. DATE REMARKS PU RPLE LI D THAT READS I N BOTH ENGLISH AND SPANISH "RECLAIMED � WATER, DO NOT DRINK." w WRFC WIRELESS RAIN/FREEZE SENSOR HUNTER/ WRF-CLIK IF APPLICABLE, PLACE IN UNOBSTRUCTED CTR WESTLAKE � LOCATION PER MANUFACTURERS RECOMMENDATION � � CONTROLLER WEATHERTRAK ET PRO 3 IF APPLICABLE STREET G Q MP ROTATOR HUNTER/MP 1000 IRRIGATION �R�� TINIBER� PLAN � p B p MP ROTATOR HUNTER/ CORNER OR SIDE STRIP sruvio CROSS TI M BERS STUDIO � ---- MAIN LINE SIZE AS LABELED TOWN OF WESTLAKE, TEXAS ~ LATERAL LINE SIZE AS LABELED C LI FTO N HALL, AS LA � ; 9800 HILLWOOD FO RT WO RT H TX 76 I 3 3 �� 'E LOTO N PARKWAY SUITE 250 11 ZO N E ' I i FORT WORTH,TX 76177 L A N D S o�u r i o N S PHONE:817-562-3350 1.25�� VALVE SIZE TX FIRM NO 12207 12 gpm GALLONS PER MINUTE PH • 972-896' I 700 w . DESIGNED: CTS DATE FILE SHEET � Q DRAWN: CTS I R 101 � MARCH 2O20 � CHECKED: CTS � NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST , 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: TEXAS 811 1-800-344-8377 IRRIGATION NOTES. , o TOWN OF WESTLAKE 817-430-0941 ATMOS GAS 888-286-6700 1. IRRIGATION PLAN IS DIAGRAMMATIC. ADJUST HEAD AND LINE LOCATIONS ON TXU ELECTRIC DELIVERY 1-800-316-2135 SITE TO ACCOMMODATE EXISTING JOB CONDITIONS AND TO ACHIEVE CALLBEFOREYOUDIG CHARTER COMMUNICATIONS 1-800-344-8377 COMPLETE COVERAGE. REPORT ANY DISCREPANCIES BETWEEN ACTUAL AND PROPOSED SITE CONDITIONS TO THE OWNER. DO NOT PROCEED WITH WORK TRI-COUNTY ELECTRIC 1-800-431-1541 U N T I L D I S C R E P A N C I E S A R E R E S O L V E D . FOR OTHER FACILITIES 1-800-344-8377 O FINISH GRADE REMOTE CONTROL VALVE, > > 2. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR KBI BTU V THREADED TRUE HQ - 33DRC QUICK COUPLING ONE PER BOX UTILITIES. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND 1 O VALVE (OR APPROVED EQUAL) UNION BALL VALVE WITH UTILITIES PRIOR TO INSTALLATION. IF ANY UNDERGROUND OR ABOVE GROUND 2 13X20 PLASTIC VALVE BOX SCHEDULE 80 NIPPLES CONSTRUCTION IS LOCATED AS TO SIGNIFICANTLY HINDER INSTALLATION OR 10" ROUND VALVE BOX AND COVER (OR APPROVED FUNCTION OF THE IRRIGATION SYSTEM, THE OWNER SHALL BE NOTIFIED __,_______.___ _._______.____ O WITH COVER EQUAL) INSTALL BOX FLUSH IMMEDIATELY. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING WATER PROOF WIRE Z WITH GRADE AT TURF UTILITIES. � 3 q- WASHED GRAVEL CONNECTORS ON 18" � � � LOOPED WIIRES INSTALL BOX 2" 3. VERIFY THAT THE WORK OF OTHER CONTRACTORS/TRADES IS SUFFICIENTLY ; ; 4 5 PVC SCH 80 NIPPLE - 3/4" N ABOVE GRADE IN COMPLETE TO ALLOW COMMENCEMENT OF IRRIGATION INSTALLATION PRIOR � � O (LENGTH AS REQUIRED) PLANTING BEDS TO BEGINNING OF WORK. CONTRACTORS SHALL COORDINATE INSTALLATION � �;; o � OF ALL IRRIGATION SLEEVES UNDER PAVEMENT WITH OTHER CONTRACTORS. `� O #4 REBAR WITH SS CLAMPS � 45° DOWN AS � � � � RE . TO RETURN 4. COORDINATE IRRIGATION INSTALLATION WITH THE WORK OF OTHER __ - --- 5 7 (3) BRICK SUPPORTS � Q � � CONTRACTORS/TRADES AND PROTECT THE WORK OF OTHER �-- O o TO LATERAL LINE , � PIPE DEPTH CONTRACTOR/TRADES. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR ALL � � � w PVC 90 ELBOW DAMAGES RESULTING FROM HIS ACTIONS. � � � O PREFABRICATED SWING JOINT a❑ � I I � � --� � �`� --- SCHEDULE 40 RISER 5. THE IRRIGATION CONTRACTOR SHALL PROVIDE THE OWNER WITH TWO � ��; _ `�� OO PVC MAINLINE PIPE N I_� ��_�; , _ �_..-------------, �- --- ---.___� g � COPIES OF THE PARTS LIST AND MANUFACTURER'S CATALOG SHOWING �' ,' ;� PERFORMANCE, QUALITY AND FUNCTION OF EACH ITEM OF EQUIPMENT IN THE � OUTLET PIPE SAME SIZE AS —��, SYSTEM. IN ADDITION, THE IRRIGATION CONTRACTOR SHALL PROVIDE THE -W-W- -��- _ VALVE, 24" MIN. TO FIRST OWNER WRITTEN INSTRUCTIONS FOR OPERATION AND MAINTENANCE OF THE � FITTING SYSTEM. � 6X2X16 CONC. BLOCK CAPS, 6. PRIOR TO THE ACCEPTANCE OF IRRIGATION SYSTEM BY OWNER, A PERSON 6 9 ONE EACH CORNER (4) MAIN LINE QUALIFIED TO REPRESENT THE IRRIGATION CONTRACTOR SHALL BE PRESENT NOTES: WITH PVC TEE AT THE FINAL INSPECTION TO DEMONSTRATE THE SYSTEM AND PROVE ITS FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL 6" DEPTH WASHED FILTER FABRIC PERFORMANCE PRIOR TO THE INSPECTION. ALL WORK SHALL HAVE BEEN TO NOMINAL QUICK COUPLING VALVE INLET SIZE. PEA GRAVEL FILL COMPLETED, TESTED, ADJUSTED, allo P�ACEo �N oPERAT�oN. ELECTRIC REMOTE CONTROL VALVE 7. WORK MUST BE GUARANTEED FOR TWO YEARS. THE IRRIGATION SYSTEM (�UICK COUPLING VALVE � SCALE: NTS SHALL BE MAINTAINED IN ITS PROPER WORKING ORDER DURING THE 2 YEAR `C MAINTENANCE PERIOD. D SCALE: NTS MAINLINE, 8. IRRIGATION SYSTEM INSTALLATION TO BE PERFORMED IN ACCORDANCE LATERAL, AND WITH ALL PERTINENT CODES AND ORDINANCES. WIRING IN THE MAINLINE LATERAL WIRING IN SAME TRENCH PIPE PIPE CONDUIT 9. ALL MAIN LINE PIPING SHALL BE BURIED TO HAVE A MINIMUM COVER OF 18". ALL LATERAL PIPING, DOWNSTREAM OF THE MAIN LINE, SHALL HAVE A MINIMUM ��- ��I ��-�, . -�� , COVER OF 12" MAIN LINE PIPING AND LATERAL PIPING MAY BE PLACED IN SAME II-111=� II-111= =111-III TRENCH WHEN POSSIBLE. MAIN LINE PIPING SHALL BE INSTALLED IN BOTTOM -III-III- 111=11 1=111= II II-III-I 11=111= Q -111=111 OF TRENCH WITH LATERALS ON TOP. � -III-I I1= III-II I-III-I p i i—i i i—i p i i—i i i= -i i i—i i i- � -iii—iii_ iii—��. _��—��i.,�,iii—i • 11. SLEEVES SHALL BE INSTALLED WHEREVER PIPES RUN UNDER PAVEMENT. � 7 2 Il�i,lll,�,l :Ill�i,l' -III� SLEEVES SHALL BE SCHEDULE 40 AND A MINIMUM OF TWO PIPE SIZES LARGER THAN THE PIPE. O FINISH GRADE SECTION WIRE WITHOUT .�P�� OF TF+ 12. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ELECTRICAL ---"-"-------- --�----�---"�--"`"--"-"�--V� �:�° �9� EDGE OF WALK/ CONDUIT *a� � �... POWER TO CONTROLLER, IF CONTROLLER WILL BE NEEDED. OO BACK OF CURB ��- _.__ ��-��-��-�� iF N .HA i I I��I I I; � :i I 1=1 I 1=1 I 1=1 I 1=i _ __ HUNTER PRO-SPRAY PRS40 -III-III-III-111= I I � I � � I I �,. a22� :.,�o 13. PRIOR TO BEGINNING OF WORK, CONTRACTOR SHALL VERIFY MINIMUM 3 �� :II1=1I1=1I1=1I1=1 I I �� I � � ' I I ,.•°'GP STATIC PRESSURE AT THE POINT OF CONNECTION OF 85 PSI. IF THE STATIC O (OR APPROVED EQUAL) III-III-III-111- � �I I � I ' I I �SFD IR�� :iii=iii=iii=iii=i , � ,� � , � � � � , , PRESSURE IS LESS THAN 70 PSI AT THE POINT OF CONNECTION, STOP WORK, ',��I I I��I I I-I I I-I I 1= I �� I � � � � ' `� � NOTIFY LICENSED IRRIGATOR AND DO NOT PROCEED UNTIL INSTRUCTED BY O LATERAL TEE OR ELL I-III-III-I I I � I ! � � � 3/24/2020 �I11.=111=111: I I i � .J � LICENSED IRRIGATOR. �III��.I � I � E I O LATERAL PIPE 3 - I - I ' _� 14. ATTACH A PREPRINTED, HEAVY DUTY PLASTIC SERIALIZED TAG TO EACH 4" TYP. CONTROL VALVE WITH ITS ASSOCIATED CONTROLLER STATION NUMBER. TAGS O FLEX TUBING SHOULD BE AS SUPPLIED BY EQUIPMENT VENDOR OR APPROVED EQUAL. SWING JOINT � PLAN MP ROTATOR• 15. THE IRRIGATION SYSTEM SHALL BE EQUIPPED WITH RAIN/FREEZE 7 ' RUN WIRING BENEATH TAPE A 24-INCH LOOP IN ALL REF. PLAN AND BESIDE MAINLINE. WIRING AT CHANGES OF DIRECTION SENSOR(S), IF CONTRACTOR IS UNABLE TO MAKE CONNECTION TO ADJACENT TAPE AND BUNDLE AT ALL SOLVENT WELD SYSTEM. MOUNT THE TRANSMITTER(S) IN AN OPEN/UNOBSTRUCTUED AREA AS 30° OR GREATER AND AT VALVE DIRECTED BY THE OWNER. 6 10-FOOT INTERVALS. gEASNIAKED I N T� BOX OR WIRE SPLICE LOCATIONS. UNTIE AFTER ALL CONNECTIONS TRENCH AS SHOWN. HAVE BEEN MADE. 16. ALL BACKFLOW INSTALLATIONS AND CONNECTIONS, AS NEEDED TO CITY WATER LINES MUST BE PERMITTED SEPARATELY BY THE CITY INSPECTION ' NOTES: STAFF. 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS AND PAVING. SEE DETAIL THIS SHEET. REV. DATE REMARKS 2. IN ROCKY CONDITIONS, SAND BED ALL PVC IRRIGATION PIPE 1-INCH AND LARGER. 17. ALL WIRING FROM THE IRRIGATION CONTROLLER TO THE REMOTE 4 5 3. FOR PIPE AND WIRE BURIAL DEPTHS SEE GENERAL NOTES AND SPECIFICATIONS. CONTROL VALVES SHALL BE UF-14/1 UNLESS OTHERWISE NOTED. WATERPROOF CONNECTORS TO BE USED ON ALL WIRE CONNECTIONS. ROTARY SPRAY HEAD PIPE AND WIRE TRENCHING PROVIDE SLEEVES FOR WIRE UNDER PAVED AREAS AS REQUIRED. C SCALE: NTS A CTR WESTLAKE 18. ALL CONTROL VALVES AND EQUIPMENT SHALL BE PLACED IN PLANTING SCALEe NTS STREET G BEDS AS AVAILABLE. NO VALVE BOXES WITH EQUIPMENT SHALL BE PLACED IN TURF, UNLESS NO OTHER OPTION IS AVAILABLE. FOR STREETSCAPE PROJECTS IRRIGATION NOTES ALL VALVE BOXES SHALL BE PLACE NO MORE THAN 4' FROM BACK OF CURB AN D D ETAI LS FOR FUTURE SIDEWALK CONNECTIONS. �R�� T�n�gER� C ROSS TI M BE RS STU D I O sruvio TOWN OF WESTLAKE, TEXAS 19. THE TOWN OF WESTLAKE STANDARD CONSTRUCTION DETAILS SHALL BE C LI FTO N HALL, AS LA ADHERED TO. IF THERE ARE DISCREPANCIES BETWEEN THE TOWN STANDARDS AND THESE DETAILS, THE MORE STRINGENT SHALL APPLY. � 9800 HILLWOOD FORT WORTH TX 76I 33 �� 'ELOTON FORTWORTH,UTX7g507 20. REFER TO DETAILS, THIS SHEET, FOR ADDITIONAL DETAILED INFORMATION. � II I �AND :o��T�oN: PHONE:817-562-3350 TX FIRM NO 12207 PH: 972-896� I / OO DESIGNED: CTS DATE FILE SHEET � DRAWN: CTS I R 102 � MARCH 2O20 CHECKED: CTS � ELECTRICAL LEG EN D SYMBOL DESCRIPTION �/ / �/ / 20'POLE, FULL CUTOFF POST-TOP LED FIXTURE-SEE NOTE 1. \ �/%� � �� P1 EXISTING PAD-MOUNTED STREET LIGHT PEDESTAL-SEE NOTE 2. i r % �� O � � � � �O�,� � -� � (EXISTING)GROUND BOX-SEE NOTE 3. � �' � �� i� �z � �� `�,,� � � (EXISTING) 120/240V OR 2401480V UTILITY TRANSFORMER i � ' ��s �� g � i� '�, � BRANCH CIRCUIT CONDUIT AND CONDUCTORS,SIZES AS INDICATED � �� i � �t.8 �t.6 . \ � , �e \pk, � � �� q �Jk � LEGEND NOTES: � � � , .,,�� , � j ` 1. DECORATIVE STREET LIGHT �� , �' � �� Y`� � `� ,�o �' �� LUMINAIRE: (1)LED, POST-TOP MOUNT,TYPES'SA'. REFER TO FIXTURE SCHEDULE FOR �� ADDITIONAL INFORMATION. � � �a � � � � � VOLTAGE: PROVIDE AUTO-SENSING 120V-277V DRIVER. FIXTURES WIRED AT 240V. � �s �g ` � � �� ° \ � �� ' �° � 2.(EXISTING)CONCRETE PAD-MOUNT PEDESTAL'P1' � � � � � � ��a � � � � �� -� � � �� (EXISTING)PEDESTAL:(1) 100A,2401480V SINGLE PHASE PAD-MOUNTED PEDESTAL WITH � � � �� R-6 \gq �� APPROVED TRI-COUNTY TRANSOCKET INTEGRAL METER, INTEGRAL � � � � �,p PHOTOCELL,CONTACTOR FOR LIGHTING LOADS,6-20A11 P AVAILABLE � ��, �e �� , � � CIRCUIT BREAKERS FOR LIGHTING CIRCUITS. V � k �° �� Q �s� zr\ � �� 3. GROUND BOX $ �� " � �� < DIMENSIONS: REFERENCE DETAIL SHEET SL2 FOR ADDITIONAL INFORMATION. s Ls �s, Ra� � �; �,� � � � �, � � �s � �� ; � NOTE BY SYMBOLS: � �� s � �� 9. CONDUIT IS INSTALLED UNDER SEPARATE PHASE OF WORK AND SHOWN � `� R-5 � �� STREET G TYPICAL SECTION � � � � FOR REFERENCE ONLY. �8� S� �\ B LS� A . \\ � Illuminance(Fc) i� � � � �� A�erage=�.2s � � ��' °�' � s � `� � 2. GROUND BOX SHOWN FOR REFERENCE ONLY. GROUND BOX IS � � 3 v�\v �� Maximum-a.a �q\ � � � �z INSTALLED UNDER SEPARATE PROJECT,'SCHWAB WAY-PHASE 2'. Minimum 0.3 a�g�Mm Rano=a.�o , �, V �� pA�� PROVIDE APPROVED WATERPROOF SPLICE EQUIVALENT TO POLARIS Max�MmRatio=��.00 �� _`�' � \\ �� ` �k \ � � � BLUE SUBMERSIBLE TAP CONNECTOR AND CONNECT TO EXISTING _ � .6 \ .]\ �.7 � �.3 � I \\ \ \ I STREET LIGHT CIRCUIT. � � , �� . � � � �. � "�a\\ %� ` � ` 3. STREET LIGHT CONDUIT SHALL BE 5'-0"OFFSET FROM BACK OF PUBLIC ��, � � ��, �� ACCESS EASEMENT LIMITS. SWEEP CONDUIT INTO STREETLIGHT B �18 �� . �.6 �-� \ �� FOUNDATIONS AS SHOWN. �o\, � �� a �g�� 5 � 4. CONNECT NEW CONDUIT INTO EXISTING CONDUIT INSTALLED UNDER , `�� V� � � �� A� � SEPARATE CONTRACT. EXTEND NEW CONDUCTORS ON TO EXISTING �a�� '�s '�� GROUND BOX AND SPLICE AS NOTED. �� \ � � � �° ��( �� GENERAL NOTES: � � �, � �°��a� � � �� '�� p �� 1. PROVIDE LIGHTING CIRCUITS THROUGH PHOTOCELL/TIME CLOCK � � �, � �� CONTROLS ON PANEL P1. �� R-3 ��\\\ � � ��s �, �a �� `` ' 2. ALL CONDUITS SHALL AVOID TREE WELLS AND DAMAGE TO EXISTING � � \ � � � ,�� z� s �a, TREES. ��, �� `� �� s� �`\ � � 3. INSTALL ALL CONDUIT LOCATED UNDER PAVING PRIOR TO PAVING. �,� � �` �=�, �y 3 � �� INSTALL UNDER SIDEWALK WHERE INDICATED AND ROUTE AS SHOWN. � �� ,� ��- � � \ � � h � �s� � � 4. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF STREET �� LIGHTS, PEDESTALS,CONDUIT,CONDUCTOR,GROUND BOXES,AND � �a� �� t3�� ` �� ' OTHER ELECTRICAL DEVICES AS INDICATED IN THE DRAWING. �• •� � � � \ 4. � 11.8 - � �� .• \ � � / \ \ V �� ` ` �� / 5 MINIMUM CLEARANCE FROM � ��' �� WATER LINES AND FIRE HYDRANTS _ , ! , �� ;-� POLE FOUNDATIONS SHALL MAINTAIN � / • ��' � , � � � � '� �� .\ " � �a� �� „=,- R-2 _ � � , , �� `�. '�, �� ;�;% � `,.�, � �` � �� ,� �� `"S �� .'�� ,-��'� 6 ALL CONDUITS SHALL BE SCHEDULE 80 PVC AND SHALL BE BUR ED A 30" , � <- � � �. �� „ . I T �. � � ��, ��j' � �� ,-- �- '� / DEPTH ONLY UNLESS OTHERWISE NOTED. INSTALL PER DETAIL 2 ON t � ;�:t�� / 3 � ��`� ,�'' `� �. � � SHEET SL-5. , � �� ' �� " � � �''� � 7. COORDINATE AND INSTALL ALL NECESSARY DEVICES AS DIRECTED BY '� �' " R-1 � �, � \ / TRICOUNTY FOR SERVICE TO NEW PEDESTALS. � � i �= 4 ! � \ „: , , �� '' ' '' � �'�� 8. STREET LIGHTS TO BE MAINTAINED BY TOWN OF WESTLAKE. � R-1 E , � �� ;: � , ��, �� ;; �� ;�� EXISTING�40/480V SINGLE �� , � PHASE LIGHTING '`� i CONTACTOR IS LOCATED �� /��'� y �,� ELECTRIC SERVICE PROVIDER: � ��/ a � 2 APPROXIMATELY 1300LF, TRI-COUNTY ELECTRIC COOP � ��. EAST, ON SCHWAB WAY. , �� (CONNECT TO CIRCUIT'A') '� � , �� ' . � ,, , �"�'� �,� � �, �� -.- '`��, ��' ,-'�i� / �� , �"�,� INSON �, , , � DESIGNER� � ; � / � -� ROBERT ROB 817-752-8224 2 STREET LIGHT PHOTOMETRIC PLAN � STREET LIGHT PLAN RROBINSON@TCECTEXAS.COM SCALE: 1" = 40'-0" SCALE: 1" = 40'-0" O 0 40 80 GENERAL STREET LIGHT PHOTOMETRIC NOTES: EQUI PMENT QUANTITY SCHEDULE SCALE: 1"=40' DECORATIVE FIXTURES W/FOUNDATIONS 6 1. PHOTOMETRIC PLAN CALCULATED USING AG132 LIGHTING SOFTWARE. 240/480V PEDESTAL W/ METER EXISTING GROUND BOX(11X17) EXISTING 2. CALCULATIONS INCLUDE LIGHT LOSS FACTOR OF 0.85. 3. CALCULATION POINTSAREATGRADE. SUMMARY OF CONDUIT AND CABLES THIS DOCUMENT IS RELEASED FOR THE CTR WESTLAKE CONDUIT C7 REV EW UNODER T EIM RUN X � � o � � � � STREETG AUTHORITY OF NO. OVERHEAD(OH) ,,,,, � �n Z � � � THOMAS WILSON, SIZE(IN) � � a Z � = a = a � N P.E., 127691 S T R E E T L I G H T P L A N 'R' LENGTH BORE(B) a o a o O � a � a a � '# ON 3/20/2020 P R O P. E X I S T. (F E E T) T R E N C H(T) x�x � � � � � � � � � u�.� a v Q IT IS NOT TO BE USED FOR CONSTRUCTION, ZE 1�� ZO E 2 1 A BIDDING, OR PERMIT 1 1�� SO T 2 1 A PURPOSES. 2 1�� 95 T 2 1 A � TOWN OF WESTLAKE, TEXAS 3 1" 95 T 2 1 A - 4 1" 95 T 2 1 A E 9800 HILLWOOD 5 1�� 95 T 2 1 A BAIRD, HAMPTON & BROWN I !II PELOTON FORTWO THUTX761�77 6 1�� 1�5 T 2 1 A � LANO fOLYT10Ni PHONE:817-562-3350 engineering and surveying TXFIRMN012207 CABLE TOTALS(LF) 1090 1090 6300 Ridglea Place, Suite 700 Fort Worth,TX 76116 DESIGNED: TEW DATE FILE SHEET CONDUIT QUANTITIES(LF) 1"TRENCH= 535 (2)2"TRENCH = NA mail@bhbinc.com •817.338.1277•bhbinc.com TBPE Firm#44•TBPLS FIRM#10011300 DRAWN: TEW MAR 2020 S L-1 1" BORE= NA 2"TRENCH = NA BHB PROJECT# 2020.007.005 CHECKED: TEW BACKFILL TO MATCH EXISTING GRADE AT LANDSCAPED AREAS, REPAIR OR REPLACE LANDSCAPING NEW CONCRETE TO MATCH EXISTING PROVIDE 4"OVERLAP TO PREVENT SLUMPING. — .�. �. . o 0 � PAVING SUBGRADE IIIIIIIIII - I I—I I , 24" II,�IIIIIII � Illli_i- MIN. -1I1=1 —I' UNDISTURBED EARTH -111 I _I I i- � - SELECTED BACKFILL FREE OF LARGE DEBRIS AND COMPACTED TO 90% RELATIVE DENSITY WARNING TAPE, FULL LENGTH 3" O CONDUIT,SIZE AS SHOWN ON PLANS EXISTING PANELBOARD 'P1' SCHEDULE - STREET LIGHTS 2 TYPICAL CONDUIT TRENCHING DETAIL P C C P SCALE: NO SCALE A O K K A O LOAD M L T T M L LOAD A B P E P E A B SERVES CON NON CON NON S S # # S S CON NON CON NON SERVES (EXISITING CIRCUIT TO CONNECT MCB - - 100 1 2 100 O CONTACTOR NEW STREET'G'STREETLIGHTS) - - 2 3 4 2 0 CKT A(NORTH SIDE) 1037 20 1 5 6 20 1 FUTURE CKT D CKT B(SOUTH SID� 1037 20 1 7 8 20 1 FUTURE CKT E STREET LIGHTING POLE FUTURE CKT C 20 1 9 10 20 1 FUTURE CKT F CONNECT BRANCH CIRCUIT GROUND WIRE 1037 0 1037 0 0 0 0 0 AND#4 BARE COPPER WIRE TO POLE AT VOLTAGE AMPS LOCATION SECT MTG MAIN AIC REMARKS GROUNDING BUSHING. 480/240 V, 1 PH, 3W 100 STA. 21+g, 68 LT 1 P 100/2 22K GROUND BUS ANCHOR BASE COVER IXTERIOR49895 A B MINIMUM PANEL RATING IN VOLTAMPERES: 2592.5 CONNECTED LOADS: 1037 1037 SERVICE CONDUCTOR (PHASES & NEUTRAL): 3#2 CU XHHW 2"CHAMFER IXTERIOR SEF RIS�2 SERVICE CONDUIT: 2 INCH GRADE 3 ADDITIONAL#3 TIES 1" #4 BARE COPPER WIRE PER NEC 250.52(3)(2).BOND TO ANCHOR BOLTS, I=I I I—I I I—I I I—I I CONCRETE ENCASED RE-BAR,POLE BASE AND —I I I—I I I—I I I—gRANCH CIRCUIT EQUIPMENT GROUND CONDUCTOR. LIGHTING FIXTURE SCHEDULE I� 11=111=11 TAG AREA ITEM DESCRIPTION MODEL# FINISH MFR/SOURCE I II—I I III—III— �,�,��,_ ;��, ,��,�,�� EXOTHERMIC WELD #3 TIES 12"O.C. 6'-0" SINGLE POST TOP MOUNT TYPE 3 DISTRIBUTION ON 20' STERNBERG PT-SL660-12L30T3-MDL018-SV1-R7- ANCHOR BOLTS SA ROADWAY POLE 5939 LUMENS -61 WATT MAX SC* * SHORTING CAP TO BE LOW PROFILE gRONZE STERNBERG 3000K CCT- NEMA 7-PIN CONTROL RECEPTACLE W/ LOW AND UNDER 1" IN OVERALL HEIGHT. PROVIDE SPARE CONDUIT STUB CONDUIT 30"BELOW PROFILE SHORTING CAP* SUBMITTAL APPROVAL BEFORE ORDERING OUT 5'-0"AND CAP � GRADE SA (POLE) ROADWAY 20' ROUND STEEL POLE BRONZE 8#6 LONGITUDINAL REBAR � 5/8"X 8'-0"COPPER PLATED GROUND ROD PER NEC 250.52(5). �2�'�� SECURE NUTS WITH BOLT TO ATTACH TO GROUND BOX �s.sotl ��x 4��LIFTING SLOTS PO LE BAS E D ETAI L SKID RESIST.POLYMER � p � CONCRETE COVER BOLT TO ATTACH TO GROUND BOX '�" n�rt ADDITIONAL TEXT,"TRAFFIC SIGNAL"FOR ALL .3s�• SCALE: NO SCALE GROUND BOXES SERVING FUTURE TRAFFIC �g�_� �,� T SIGNALS AND"ELECTRIC"FOR ALL GROUND NUT THREAD 1 BOXES SERVING STREET LIGHTS. SELF CLEANING BOLT AND NUT FOR COVERS GROUND BOX COVER IDENTIFICATION PLATE /�p CONCRETE POLYMER COVER ��. � LIFT EYE CONCRETE POLYMER B � CONDUIT E 4" GROUND BOX AND COVER. . .� B 18"MIN. A 0 (> � va °s. OPENING AT END OF CONDUITS 3�� '�•o�V o a o�� oo�o" SHALL BE SEALED WITH DUCT SEAL. 5�� ``� .�' ,°`" ° `g°`" 36" °'�'�,� �, � �'' 1"CRUSHED STONE �ove •o 0 00•0 � � , . � • .• . . � oo :oae� � ' • � . • MAINTAIN MINIMUM CLEARANCE °•o�°• THIS DOCUMENT IS PVC CONDUIT WITH 90° ELBOW % � •� � � ' 18.�_22�, REFER TO PLANS OF 8"BETWEEN BOTTOM OF LID • RE�EASE° FOR THE CTR WESTLAKE ' ' � . ' ' FOR CONDUIT SIZE AND TOP OF 2"CONDUIT. PURPOSE OF INTERIM . � � , � , � REVIEW UNDER THE STRE ET G AUTHORITY OF � � � � � � � NOMINAL GROUND NOMINAL COVER THOMAS WILSON, 1"CRUSHED STONE • ' ' ' ' ' ' ' PVC CONDUIT WITH PULL BOX DIMENSIONS DIMENSIONS P.E., 127691 SECTION VIEW 90° ELBOW B°X A B � o E ON 3/20/2020 STRE ET L I G HT D ETAI LS TYPE B 15 7�" 25" 18" 13 �" 23 Y4" IT IS NOT TO BE USED FOR CONSTRUCTION, GROUND BOX DETAIL BIDDING, OR PERMIT PURPOSES. 3 G RO U N D BOX D ETAI L � TOWN OF WESTLAKE, TEXAS SCALE: NO SCALE - �E�� P E LOTO N PARKWAY,UIOTOE�250 BAIRD, HAMPTON & BROWN � FORT WORTH,TX 76177 engineering and surveying ��I� �wNO fOLYT10Ni PTXFRM1N012207� 6300 Ridglea Place, Suite 700 Fort Worth,TX 76116 DATE FILE SHEET mail@bhbinc.com •817.338.1277•bhbinc.com DESIGNED: TEW TBPE Firm#44•TBPLS FIRM#10011300 DRAWN: TEW MAR 2020 S L-2 BHB PROJECT# 2020.007.005 CHECKED: TEW TOWN OF WESTLAKE RESOLUTION 21-06 A RESOLUTION BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS, APPROVING ROADWAY CONSTRUCTION AGREEMENT FOR STREET "G"WITH WESTLAKE RETAIL ASSOCIATES, LTD. 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 Ordinance 870, approved by the Town Council on October 29, 2018, requires the approval of a development agreement for the construction of Street"G"; and WHEREAS, the Town of Westlake (Town) and Westlake Retail Associates, Ltd. (the Owner)hereby agree to approve and execute a construction agreement for Street G; 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 incorparated herein by reference as if copied in their entirety. SECTION 2: THAT, the Town Council of the Town of Westlake, TeXas, hereby approves this Agreement for Street G Roadway Construction, 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 agreement on behalf of the Town of Westlake. SECTION 4: If any portion of this Resolution shall, for any reason, be declared invalid by any court of competent jurisdiction, such invalidity shall not affect the remaining provisions 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. Resolution 21-06 Page 1 of 2 PASSED AND APPROVED ON THIS lst DAY OF MARCH, 2021. Laura Wheat, Mayor ATTEST: Todd Wood, Town Secretary Amanda DeGan, Town Manager APPROVED AS TO FORM: L. Stanton Lowry, Town Attorney Resolution 21-06 Page 2 of 2 Town Council and Board of Trustees Item # 8 — 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. Sec 551.076 — Deliberation Regarding Security Devices or Security Audit to deliberate: (1) the deployment, or specific occasions for implementation of security personnel or devices; or (2) a security audit. b. Section 551.087 - Deliberation Regarding Economic Development Negotiations (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1) for the following: - Front 44 - Entrada - Project��YYZ" - Potential development on 55.12 acres located at Tracts 7C, 7F, 7G, 7H, 7L and 7M Abstract 648, William Huff Survey, Town of Westlake, Texas, and more generally located at the northeast corner of U.S. Highway 377 and State Highway 170. c. Section 551.071(2) Consultation with Attorney — to seek advice of counsel on matters in which the duty of the Town Attorney under the Texas Disciplinary Rules of Professional Conduct of the State Bar of Texas clearly conflicts with Chapter 551 of the Texas Government Code - FM 1938 access for proposed Southlake development. d. Section 551.074(a)(1): Deliberation Regarding Personnel Matters —to deliberate the appointment, employment, evaluation, reassignment, duties, of a public officer or employee: - Town Manager evaluation e. Section 551.071 - Discussion with the Town Attorney regarding pending, threatened, or contemplated litigation regarding BRS. Town Cou nci I a nd Boa rd of Trustees Item # 9 — Reconvene Town Council and Board of Trustees Meeting Town Cou nci I a nd Boa rd of Trustees Item # 10 — Necessary Action TAKE ANY ACTION, IF NEEDED, FROM EXECUTIVE SESSION ITEMS. Town Cou nci I a nd Board of Trustees Item # 11 — Town Council and Board of Trustees Recap and StafF Direction Town Cou nci I a nd Board of Trustees Item # 12 — Future Agenda Items FUTURE AGENDA ITEMS: Any Council or Board Member may request at a workshop and/or Council or Board meeting, under'�Future Agenda Item Requests", an agenda item for a future Council or Board meeting. The Council or Board Member making the request will contact the Town Manager/Superintendent with the requested item and will list it on the agenda. At the meeting, the requesting Board Member will explain the item, the need for Council/Board discussion of the item, the item's relationship to the Council and/or Board's strategic priorities, as well as the amount of estimated staff time necessary to prepare for Council or Board discussion. If the requesting Council or Board Member receives a second, the Town Manager/ Superintendent will place the item on the Council or Board of Trustees agenda calendar, allowing for adequate time for staff preparation on the agenda item. Town Cou nci I a nd Boa rd of Tru stees Item # 13 — Adjournment of the Town Council and Board of Trustees Meeting